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HomeMy WebLinkAboutTRUSSSCANNED BY 61 Lucie Cow RANEY COMPONENTS ilI?ey 19900 Independence Blvd. Groveland, FI 34736 DIII�t7011r'l11S, ttc one: (352)429-9429 ' (352)429-0304 " Fax: (352)429-7429 -J "b Information. Address: Cusfo 7er Name: Creekside Lot 34 DR orton 8645 Cobblestone Dr Desc bon: City, state, Zip: 4EAf Aria "D" Fort Pierce, FL it Cover Sheet Order # JOB # 36CS00034 Printed: Wed, May 16 2018 FOR Name and License Number: Lvaauny ►nwiniauvor. Roof ads: Floor Loads: TC LIT e: I TC Dead: I BC Live: I BC Dead: TC Live., TC Dead: BC Live: BC Dead: 0 7 0 10 0 1 0 0 0 Bldg. Code, Wind Std: Wlnd Speed: Bldg. Useage: Building Type: Wind Type: FBC'�017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C w/M Page ' or sheets covered by this seal from: 1 thru 27 Total 27 DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO Al 2 A1A 3 A2 4 A3 A4 6 A5 7 A6 8 A6D A7 10 A7D 11 AS 12 A8D 1 D1 14 D1GB 15 E1GE 16 Mv1 1 MV2 18 EJ713 19 ER 20 ERA 2 BJ5D 22 BJ5 23 13J3D 24 13J3 23 13J1 26 CJ7 27 GHA Digitally signed by Manuel Martinez DN: c=US, o=ldenTrust ACES Business a n u e l Representative, ou=M AND E ASSOCIATES P.A.,cn=Manuel Martinez, It 0 9 2342.19200300.100.1.1=A0109800 r • 00001984CF8FE96000021IF ,,L 77 Date 201 05.1711:26:10-04'00' r ' n, ' Adobe Acrobat DC version: 1 ei' 2015.006.30418 40 01.5A38 FF 53 $S S0 BB Tic 4B 00 99 2E E5 FB '..�11 iCettihua tsecn okcl 's�nnd ar.3:,lceiby Filass�acl A4artinar, P£(,iL.ttc.�i72@2(aei titz z�.awn o6arm ar�ga Sif18n8 aU�i 6F5`K�'CL'lA C{�Jd., ?raec t imsaixfsddonmcsst not cww&e ndlapedmd bd azz6 ttc;.ixaa¢ntsaSirx�ra9a raat3seerifaw asstrx9sctrmnb_ ins. PaFILE COPY Job Number: 36CS00034 Ply: 1 SEQN: 668002 / T8 / COMN 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 7 FROM: AH DRW: Truss Label: Al Wgt: 224.0 Ibs .. / ... 05l1612018 L_ r 66'4499 1'6" 6154158 + 4191'1"8 424'3+ 'T 368B 1177 63616 SEAT PLATE REQ. 012X4 =4X6 =3X4 lain =3X4 s;4X6 012X4 ' SEAT PLATE REQ. 1' 6'2°13 5'9°3 2'1" 5'3" 5'2"15 2'1°1 5'9"4 6'2"12 1' f' '1 6'2"13 F 12' } 14'1"� 19'4" + 24'6°15 26'B°+ 32'A + 38'8" Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 ' TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL:5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.87 ft 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 Elracing (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. 1 13"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 too L/defl L/# Loc R / U / Rw / Rh / RL Pf: NA Ce: NA VERT(LL): 0.176 N 999 240 B 1606 / 692 / 936 / - ! 433 Lu: NA Cs: NA VERT(TL): 0.454 N 999 180 J 1606 / 692 / 936 / - / - Snow Duration: NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS HORZ(TL): 0.132 L - - B Min Brg 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: 0.574 FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per I Plate Type(s): Chords Tens.Comp. Chords WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G B - C 1449 -2955 G - H C - D 1183 -2359 H - 1 D-E 1210 -2320 I-J E-F 1089-1841 J-K 40 015A 38.Ff 5B K S0 BB 7F48 00 99 2E S5 FS 114Ultam1,=betn¢lcr,rmn3sa} nod =aladbyteIMMIraartbvim nM.uc.94ni Pl an LAad=shown W aim srdnga slwi au^thentka•.ttcescaxd¢. pvbwd ccqinartffisd mat CoWdaraddgntdandsxaled xnf the SPA-1 asrth¢atScaara aua9¢ M"t ba =74"tMok pia. Maximum Bot Chord Forces Per Chords Tens.Comp. Chords B-R 2503 -1155 O-N R-Q 2580 -1155 N-M Q-P 2580-1155 M-L P - O 2008 - 763 L - J Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs T R-C 278 -5 O-G C-P 419 -604 G-N P-E 460 -164 N-1 E-O 486 -756 I-L F - O 1372 -763 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT * FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vqire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building i Safety Information, bV TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly qqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, rle. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of ITW Buildin�LComponents Group Inc. shall not be r conformance with ANSI> fPl 1, or for handlia, shipping, installs this drawing indicates acceptance of pro essiona enginf ce of this drawing for any structure is the responsibility of failure to build the g or cover page in. The sui bility -1841 -2320 -2359 -29% 0 - 786 -1159 -1159 -1159 -757 -164 -� -6 S I Job Nu 'ber. 36CS00034 Ply: 1 SEQN: 668004 / T28 / COMN 4EAB "D" /DR Horton /4EAB Aria "D" Qty: 2 FROM: AH DRW. Truss La el: A1A Wgt: 260.4 Ibs .. / ... 05/16/2018 h�19'4,"J 24'3'9 5"12 ~3'1� F8 r 6'4"9 ' T5� 6'614'414 3'S"12 11 "' r 6'6'7 1'5`T 36'4"8 6X4 M4X6 M5X10 g2X4 ®2X4 a5X10 a4X6 g23(4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8° -I t' 6'2°13 51913 2'2'12 3'9"4 3' 3'5"5 2'2'11 5'9"4 6'2"12 1' 6'2°73 12' 14'2°1 18' 21' 24'S"5 2"E 32'5°4 38'8" Loadinj Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCL : 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load D lion: 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 Top cho'fd 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2k4 SP #3 Bracin (a) Con i uous lateral restraint equally spaced on membe Or 1x4'T" reinforcement. 80% length of web me ber. Same species & SRB grade or better, attache with 8d Box or Gun (0.113"x2.5",min.)nails @6"0 . Wind based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in for. Udefi U# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.187 Q 999 240 B 1523 / 691 / 935 / - / 433 / 8.0 Lu: NA Cs: NA VERT(TL): 0.514 Q 999 180 L 1523 / 691 1935 /- /- 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: 0.850 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1396 -2307 B - C 1445 - 2779 H -1 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. �+ $P B-W W - V 2427-1151 2424 -1151 R-P P - O 12 -6 2424 -1167 vs V - U 2424 -1151 O - N 2424 -1157 U T 11 5 N L 2427 �a + - - - -1157 NO 047182 S - Q 1848 - 647 :. aw Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. ! ST ATE W-C C-U 282 -6 419 -618 G-Q Q-R 941 -602 10 -1 x1" U - E 296 - 729 Q - H 96 -18 '� s* U - S E-S 2156 - 8W 282 -13 Q - 1 Q-P 507 - 244 2218 -938 ION F-S 105 -16 1-P 361 -844 y S-T 22 -1 P-K 419 -617 S-G 908 -585 K-N 282 -6 40 01 SA38 FF 56 91 B0 BB 7F49 00 99 2E 95 FB This Ltamimb*ma arsssoladbywr. lmartin", PE M. uc.0471921 on 0. daft nhawo abm using a st4A-2 aa"73ittfYc't. $i8Y tdaa6a- nin tadcopi" aftt<is a ccu"wt= not ccnsidmd %%Ud IM4:salad s 63bo zo4am4tbawnitmimwyrodectmrk. czpfas "WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'*IMPORTANT•` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f afety Information, by TPI and'SBCA) handling, safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly ld ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, . Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. (2efer to Of ivi 1,ortor n acceptance any structure its drawing,any failure to build the on this drawing or cover pane to design shown. The suitability 0 Job Number: I I '000 / T7 /SPEC I EAB AraD /R Horton 14EAB Aria "D" FROM: AH DRW.Tbe I Wgt 224.0 Ibs / _.. 05/,16/2018 6'4"9 �0°B 14'4°8 19' i 24'3°7 30'9°7 i 3T3 38'8" i 4'7"8 T 5'3'7 r 6'6" rT6" 64°8 1 163(4 ®4X6 -3X4 H3X8 a3X4 ®4X6 92X4 SEAT PLATE REQ. SEAT PLATE REQ 38'8" 1' 6'2'13 5'9"3 2'1" 10'5"15 2'1"1 5'9'4 6'2"12 1' F 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 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. 1 13"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 Udefl U# Loc R 11.11 / Rw / Rh / RL Pf: NA Ce: NA VERT(LL): 0.176 N 999 240 B 1606 / 684 1934 / - / 427 Lu: NA Cs: NA VERT(TL): 0.454 N 999 180 J 1606 / 684 1934- Snow Duration: NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS HORZ(TL): 0.132 L - - B Min Brg 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: 0.577 FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per I Plate Type(s): Chords Tens.Comp. Chords WAVE IVIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G B - C 1429 - 2955 G - H C - D 1163 - 2359 H - 1 D-E 1190 -2320 I-J E-F 1068 -1841 J-K 13 Maximum Bot Chord Forces Per Chords Tens.Comp. Chords B-R 2583 -1137 O-N R - Q 2580 -1137 N - M Q-P 2580 -1137 M-L P-O 2008 -744 L-J Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs T R-C 278 -5 O-G C-P 419 -604 G-N .- P-E 460 -164 N-I " E-O 492 -754 I-L O - F 1370 - 768 40015A38FF5881808 7F4&Ot)992E85FB 'rfiiit i8ertB�Jacasc akttcratas`,�+�signcd.+.�salad 6y M�zue9 ERar3.a, n VL. W.94naZ) cn ar_'�g a 5RA4 enCisa3sma3e. &s�tadesr��se�dus darc-�aianoter�stdrrad �nac?an8 ssaied ane Ciae.�.a 3 asaffient±c�4k:assndc m+� lsa weritied.nraargdcctmr%z =let. "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide tempos - BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. AppTy plates to each face. of truss and position as shown above and on the JoinFDetails, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of failure to build the g or cover page_ . rn. The suitability -1841 -2320 -2359 - 2956 0 -772 -1144 -1144 -1144 -756 -164 -604 -5 any It T Job Nurr rer: 36CS00034 Ply: 1 SEQN: 667998 / T6 / HIPS 4EAB Aria "D" /DR Horton /4EAB Aria "D" Qty: 2 FROM: AH DRW: Truss abl eh A3 Wgt: 236.6 Ibs / ... 0511612018 O ED im r 66'4+ + 7 30'9 7 T 37 8'°9 41716694 '0 T 15 %5X6(R) a6X6 ` F G SEAT PLATE REQ. 6X4 a3X4 ®3X6 a3X8 63X4 ©3X6 a3X4 1112X4 SEAT PLATE REQ. r1' 6'2"13 I 5'10'3 6'2'13 12.1° I'll"{ 14' 3'1"12 1r T1'12 { 4'6"4 3' i' 5'10"3 6'2'13 11, P32'5"3 38'8" 6 Loadin Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe UdellU# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.157 P 999 240 g 1562 1695 1940 / - 1385 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.418 P 999 180 K 1566 /695 / 940 / - / - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS Des Ldfl 37.00EXP: C HORZ(T) L 0,123 M - - B Min Br Width Re 1.8 g q NCBC IL: 10.00 Mean Height: 15.00 ft g Code ! Misc Criteria Cree P Factor: 2.0 K Min Brg Width Req = 1.8 Soffit 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.372 Bearings B & K are a rigid surface. Load D ration: 1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.454 Bearings B & K require a seat plate. Spacin 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.690 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H B - C 1499 -2833 H - 1 1218 -1969 1345 -2347 Lumbe C - D 1326 -2377 I - J 1326 -2386 Top ch rd 2x4 SP #1 D - E 1344 -2338 J - K 1500 -2842 Bot ch }d 2x4 SP #1 E - F 1213 -1K - L 27 0 Webs c4 SP #3 F - G 1153 -169697 (a) Co' nuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) memb web m� Or 1x4 "T" reinforcement. 80% length of ber_ Same species & SRB or better, Chords Tens.Comp. Chords Tens. Comp. attach grade r d with 8d Box or Gun (0.113"x2.5",min.)nails r1a� B - T 2468 -1194 P - O 2055 - 953 @6"0 T - S 2466 -1194 O - N 2055 -953 S-R 2047 -924 N-M 2474 -1221 Load! )assed a, R - Q P 2047 - 924 1702 702 M - K 2476 -1221 Truss check for 20 psf additional bottom 047 £ Q - - chord 1 e load in areas with 42"-high x 24"-wide cleare e. a 1 Maximum Web Forces Per Ply (Ibs) 'an Webs Tens.Comp. Webs Tens. Comp. Wind Memb design based on both MWFRS and C&C. ;IWO i► -1-013 STATE Of T - C C-S 230 -6 322 G - P P-H 619 -331 416 S E -465 389 H N -584 388 s 7 * # x ! - E - Q -159 415 - 585 - N - J -160 322 - 464 F Q 596 J M 230 ..� - Q-G -343 227 -221 - -8 40 01 SA38 FF 58 81 B0 B5 7F49 00 99 2E 95 F8 lift itatn has bem eteuvaka j x4ned'.=%d-�afed by Mawtt Martinet, PE (: L. Lk. G$Ft52(an-thsdate stwwa abam=r ng a s4A l pmInd 4"*fthiis dominmaaaamaf•cmvn�=dognedacd. bd and ticsA-2 cozlenwk 4a vrdfcd s way datrank Rio:. "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, by TPI and'SBCA) fo'r 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 l7id ceiling Locations shown far permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, 'le. Apply Agates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise_ fkefer to 60A-Z for standard plate positions. of any its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability rPl 1 Sec.2. T 1 14EABAjia Label:D"A/DR Horton MEAB Aria "D" I Wgt 253.4 Ibs I FROM: AH 995 / T5 /HIPS I DRW.Truss/ 05l1I612018 I SEAT PLATE REQ. F1' Loading Criteria (psi) 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 41 Bot chord 2x4 SP #1 Webs 2x4 SP #3 6'4"9 T10°a 12'4°7 _� 15' 19'4" 23'a" Z6'3"9 30'9"7 32'3"� 38'8" i 6'4"9 8"T~ 4'5 4 2'7"9 4-4" T 4'4" 27°9+ 4'5"14 +1'6' 6W. 6'2_'13 6'2'13 192X4 M5X6 9 6m ,6(A2)l 192X4 =3X4=3X6°a3X4 =3X8 3X4=3X6=3X4 192X4 SEAT PLATE REQ. 38'8° 0"2 1.11"} 4'4" 4'4" 1' 5'1D"2 62"13 1 ' E0"15 19'4" 23'8' 24' ° 1�,11 32'5"3 38'6" 15 2' 67"f Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) 4,1 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# LOG R / U / Rw / Rh / RL Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.148 G 999 240 B 1523 / 697 / 938 / - / 345 /I840 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.407 G 999 180 L 1523 / 697 1938 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.063 N - - Wind reactions based on MWFRS EXP: C HORZ(TL): 0.118 N - - B Min Brg Width Req = 1.8 Mean Height: 15.00 ft g Code / Misc Criteria Creep Factor: 2.0 L Min Brg Width Req = 1.8 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TIC CSI: 0.381 Bearings B & L are a rigid surface. g BCDL: 5.0 psi TPI Std: 2014 Max BC CSI: 0.439 Bearings B & L require a seat plate. MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.473 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply Chords Tens.Comp. Chords Tens. (Ibs) Comp. GCpi: 0.18 Plate Type(s): n Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 12T2 -1856 B - C 1525 -2751 H - 1 1336 -2009 C - D 1358 -2288 I - J 1 -2249 D - E 1377 - 2249 J - K 1358 - 2288 E - F 1336 -2009 K - L 1525 -2751 F-G 1272 -1856 L-M d7 0 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply s) Chords Tens.Comp. Chords Teos. Comp. 01 B - V 2395 -1227 R - Q 1754 -818 Sao *v V - U 2393 -1227 Q - P 1965 -979 . �� P�;,: , U - T 1965 -949 P - O 1965 979 %T - S 1965 - 949 O - N M93 -1256 +b # r , S - R 1754 - 789 N - L 2395 -1256 41, No 047182 .. mw m . n Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Ten I. Camp. III V- C 235 - 6 R- H 262 -169 STATE C - U 327 -475 Q - 1 404 -529 'ax U - E 355 -161 H - Q 545 -372 E - S 404 -529 1-0 355 -161 0 RV F-S 545 -372 O-K 327 -475 ,, F - R 262 -169 K - N 235 -8 G- R 224 -258 I 4001SA38FF5681BO13137F4800992E95FB 1hk itarnhtn bftn a{a sa"{s had and wafad by mazM uFaaluA. ?E VL. Uc..0471E2f thedataShawn a6axmu" nj; a swa.l ar�santicati�s7as3a. 1 .Nbtsd enpinxft1a}s dtxtx:aveatasm nut cod and doax1 and xaf®d and thaw SRAA 40Mw-CbtwdwMami,datrmrk smylaz � —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Are extreme care in fabricating handlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anc�'SBCA) fo'r satPety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly` �id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. AppTy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. {2efer to 60A-Z for standard plate positions. a division of 1is drawing,any failure to build the on this drawing or cover page re design shown. The suitability any T S I Job Mum °er. 36CS00034 Ply: 1 SEQN: 667993 / T4 / HIPS 4EAB Ari "D" /DR Horton MEAB Aria "D" Qty: 2 FROM: AH DRW: Truss La el: A5 Wgt: 212.8 Ibs / ... 0511612018 6'4"9 13' 19'4" 25'8" 32'3"7 38'8" r 64"9 6'7"7 6'4" 6;4" 6'7"7 64"9 is5X8 II12X4 D E -- F T I 12 6 `90 �3X4C >tGX4 1 4X6(A2) B H=4X6(A2) -ILA I A 1 P O N M L K J I112X4 a ilX6=3X4 =3X8 !a3X4=4X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. I 38'8" J 6'2"13 59"3 1' 6'4" 6'4" 1' S'9"3 6'2"13 1� 26' " 32'5"3 388" 6'2"13 12' 13 19'4" 25'8" LoadinE Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R ! U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.182 E 999 240 B 1616 / 699 / 931 ! - / 304 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.467 E 999 180 H 1616 /699 / 931 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 J - - Wind reactions based on MWFRS Des Ld: i 37.00 EXP: C HORZ L : 0.131 J - - (T ) B Min Brg Width Req = 1.9 NCBCL 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 P H Min Brg Width Req = 1.9 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.443 Bearings B & H are a rigid surface. Load D lion: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.573 Bearings B & H require a seat plate. Spacing 24.0 " C&C Dist a: 3.87 It Rep Factors Used: Yes Max Web CSI: 0.555 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/,10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): it Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F B - C 1572 -2952 F - G 1430 -2366 1372 -2451 Lumbe 1527 -2953 72 Top chord 2x4 SP #1 D - E 1430 -2366 H -1 Bot cho 2x4 SP #1 Webs 214 SP 93 Maximum Sot Chord Forces Per Ply (Ibs) Loadint Chords Tens.Comp. Chords Tens. Comp. Truss p ssed check for 20 psf additional bottom B - P 2576 -1273 M - L 2118 -961 chord li a load it areas with 42"-high x 24"-wide � P - O 2573 -1273 L - K 2574 -1303 clearan O - N 2573 -1273 K - J N - M 2118 -931 J - H 2574 -1303 2577 -1302 Winde Membe design based on both MWFRS and C&C.e • ' Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp.Webs Tens. Comp. p. z • `. P - C 247 -4 M - F 356 -215 IRA- C - N 379 - 505 F - L 437 -171 4 40 D - N 437 -171 L - G 378 - 506 D-M 357 -215 G-J 247 -6 '^ 1'* E-M 272 -344 4001SA 38 FF5591BUBB7F4900992E95F8 Mil Itarntas bm ckc j 3tndd wl wafed by rna'� mothw' ?a.M.Lk. e47.t:Y21 ear die dace shoWn alxiaw wing a VA-1 = cntita&n=de, Ymb'dzcpierodthi dsramass•.�tax+ nw emu&rsd vgnddmd seize asd the muWdetWO: CD;WL **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses equire extreme care in fabricatingg handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Compo4en[ Safety Information, by TPI anc7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary) bracing er BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y attache 'rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as appli mid Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. )tefer to drawing 160A-Z for standard plate positions. Alpine, division of ITW 8uiidin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss m nformance 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 pprotesstona7 engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is Ke responsibility of the building Designer per ANSI/TPI 1 Sec.2. E Job Number: 36CS00034 Ply: 1 SEQN: 667991 / T3 / HIPS i 4EAB Aria "D" /DR Horton MEAB Aria "D" City: 1 FROM: AH DRW: Truss Label: A6 Wgt 218.4 Ibs / ... 05/1612018 6'4"9 11' 16'fi"1 19'4" 22'1"13 27'8" ' 32'3"7 38'6" 5'6"1 + 2'9"15+ 2'9"13+ 56"3 + 4'77 m6X6 I112X4 m5X6 192X4 m6X6 I D E F G H M O_ rye =4X6 3, 164 =3X4 =3X6 a3X8 =3X8 =3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" h1' 6'2"13 3 32'6"1 5'7"12 2'6"3 3' 49"3 6'2"13 1� 6'2°13 11' 14' 16'6"1 22'1"13 24'8" 27-8" 32'5"3 38'8" Loading Criteria (psl) 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 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.178 F 999 240 B 1523 / 701 / 918 / - / 263 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.487 F 999 180 J 1523 / 701 1918 / - / - BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.066 L - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.124 L - - B Min Big Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 1.8 Soffit 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.354 Bearings B & J are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.447 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.409 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per PI GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords T Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G Lumber B - C 1593 -2734 G - H C - D 1470 -2360 H - 1 Top chord 2x4 SP #1 D - E 1601 -2472 1- J Bot chord 2x4 SP #1 E - F 1601 -2472 J - K Webs 2x4 SP #3 Wind Maximum Bot Chord Forces Per PI) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords T B - S 2377 -1286 O - N * S - R 2375 -1286 N - M `* �� R-Q 2058-1038 M-L Q-P 2058 L-J - "# -1038 P - O 2493 -1299 � -• 47 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs T S-C 202 -8 F-O OF C - R 300 - 384 G - O D-R 365 O-H -176 D - P 588 - 368 H - M E - P 230 - 264 M -1 P-F 86 -92 1-L 40 015A 38 FF 5B 81 S0 313 7F4800 59 2E 85 FB ** IZen'has Rxsettak x9 ttada 6=fadby Maiam9 tdtattkes, n(FL. W.04n]521= thacateSU an abWm trial; a 5KA 3 avtnentttatimrade. ?1btad two ff aftfda dexcren W0 out ea w&.ad *;V d and tzalad and tl- VA-1 srrftrcaafa3xa ndemtrk*a arerNan-d opt air decitark rmsins., i I *"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT*` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byV TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply places to each face of truss and position as shown above and on the Join Details, unless noted otherwise. fWefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI! fPi 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/TPI 1 Sec.2. -2472 -2472 -2360 -2734 0 -1068 -1068 -1315 -1315 -91 -264 -368 -176 -384 -10 e � Jab Num�er: 36CS00034 Ply: 1 SEQN: 668006 / T20 / SPEC 4-n An D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW: Truss Lael: A613 1 Wgt 217.0 Ibs / ... 05/16I2018 64 0To" '2° 3427'377 38'8° 6.4"8 1'5"" 56 Em5X6 6X10(SRS) 1112X4 =6X6 F G H 12 6 g5X6 D 03X4C m r >'�3X4 F_ ta) rn !!4X6(g2) B J =4X6(A2) K A S R Q P O N M L 1112X4 m3X6m4X10 112X4 m3X8 =3X6=3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" — � 1'10"� 5'4"4 4'6" 1' 4'9"3 6'2"13 1� 6'2"12 12' 13'10 227' 26'8" 27' " 32'5"3 38'8" 16'9°12 Loading Oriteria (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 Udefi U# Loc R / U / Rw / Rh / RL I W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.192 P 999 240 B 1523 1695 / 921 ! - 1321 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.528 P 999 180 J 1523 / 698 / 916 ! - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.068 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.128 L - - �) B Min Brg Width Re 1.8 q NCBCL 10.00 Mean Height: 15.00 ft 9 Code / Misc Criteria Creep Factor. 2.0 P J Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 42 psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0-541 Bearings B & J are a rigid surface. Load Du lion: 1.25 P sf MWFRS Parallel Dist: 0 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 it 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: 17.02.02.12D8.15 A - B 27 0 F - G B - C 1635 -2773 G - H 1645 -2484 1645 -2484 Lumber I C - D 1381 -2189 H - I 1494 -2359 To h P co 24 SP #1 x D - E 1406 - 2152 I - J 1617 - 2735 Bot chor J 2x4 SP #1 E - F 1440 -2101 J - K 27 0 Webs 2x SP #3 Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Conti uous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member.) web mer r 1x4 "T" reinforcement. 80% length of her. Same species & SRB or better, 1) B - S 2420 -1302 O - N 2055 -1089 attached grade ith 8d Box or Gun (0.113"x2.5",min.)nails ' S - R 2417 -1302 N - M 2055 -1089 @6"oc. *0 R-Q 2417-1302 M-L Q - P 2462 -1308 L - J 2376 -1338 2378 -1338 Wind iAIF Y P-O 2463 -1308 based on both MWFRS and C&C. 13 fffflffme STATE 40015A a FF 5B 81 BO B6 7F 4800992E85FB UAgn�Wt"natedwnk y APM.WdV.alMby9Aar�Aimnthtica 2EiR. rrc.CAii&2t an C�a�aScshawrs a4xs� u1eg a 53+;..3 Pit tiartSt-+, su. tadmphunfthas dmz a we mat =W&imd 4ud and m106 .the&; Aas.Rhe.tkadmcaemutUrZdfadtitaeegde.Imak caner, Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S - C 273 -4 G - O 278 -335 C - Q 412 - 590 O - H 608 -398 E - Q 1523 - 979 H - M 363 -178 Q - F 913 -1293 M -1 302 -388 F-P 109 -2 1-L 203 -10 F - O 115 -113 `*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, by TPI an r7 SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a proppefy l7id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10, le. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nce with ANSITFPI 1, or for handling shipping, installation and bracing of trvsses.A seal on this drawing or cover page in g indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability c Q�awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00034 Ply: 1 I SEQN: 667989 / T2 / HIPS 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW: , . Truss Label: A7 I Wgt: 210.0 Ibs .. / ... 05116/2018 64 8 �' 8F 15'10"1 +1S94" 1 229"15 1 6298""1 3238 6'101 316-4 235"15 102'7"8 =5X8 102X4 =5X6 1112X4 =5X8 D E F G H 11 M h=4X6(A2 1 �s A 38'8" 6'4"8 i /� �14K6(A2) 1 v T S R Q P O N M L I"II V 1112X4 -3X4 =3X6=3X10 =3X10=3X6 -3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" j �1 1' 6'2°12 2'9"4 i 5' 1'10"� 6'11"14 1'10" 5' 2'9"4 6'2"12 1 6'212 9 14' r15'10f1 22715 124'8"� 29'8" + 32541 38'8" +Ii� I 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 too Udefi U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.226 F 999 240 B 1523 1703 / 900 / - / 222 /6.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.619 F 999 180 J 1523 1703 / 900 / - /- 16.0 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.131 L - - B Min Big Width Req = 1.8 Mean Height: 15.00 ft Code / Misc Criteria Creep. J Min Brg Width Req = 1.8 NCBCLL: 10.00 TCDL: 4.2 psf Factor2.0 Bearings B & J are a rigid surface. Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.512 9 g p Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.612 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.699 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per PI" I(Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords enS. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G �1i890 -3001 Lumber B - C 1616 -2722 G - H �1$90 -3001 Top chord 2x4 SP #1 C - D 1577 -2495 H - I 577 -2495. Bot chord 2x4 SP #1 D - E 1890 - 3002 1- J 616 - 2722 Webs 2x4 SP #3 E - F 1890 - 3001 J - K 27 0 Wind Maximum Bot Chord Forces Per PI {Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords T',ens, Comp. B-5 2364 -1303 O -N II -1183 JA S - R 2363 -1303 N - M 22D9 -1183 env R - Q 2209 -1154 M - L363 -1332 `., Q - P 2209 -1154 L - J -1332 P - O No 3035 -1.41 sw Maximum Web Forces Per Ply (lb.) Webs Tens.Comp. Webs liens. Comp. 0 & S-C 139 -12 F-O 1178 -72 ,' C - R 232 -239 G - O 286 -342 TAT E OFZ D - R 340 -187 O - H 652 - 570 D - P 952 - 570 H - M 940 -187 E - P 286 - 342 M - 1 231 - 239 ,�.. P-F 78 )-73 I-L 139 -14 T P-A . lin I 4001SA38FF5591SO887F 48 00992E85FB ahstaasaledby U=A Warttnes, #e.tYc.eaaF !an6iaft ahnwa*a Wns sires fent5ea&n=de. &maccpwafs}szfarM "...dd-a4satsMd grad t1he',.a5aaaLti3ent3eaa sn,ec le mr t-te�e&r dmmydectmwz crier_., . —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regqwire extreme care in fabricatingq handlinq shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byV TPI and'SBCA) faF safety practices prior to performing these functions. Installers shall provide temposrr�v 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 SCSI sections B3, B7 or 610, as applicable. Appty plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. f�efer to drawings 160A-Z for standard plate positions. tru.Alpine, a division of ITV11 Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance wiith AN PI 1, or for handlia shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawingg indicates acceptance of ppro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. Job Nu+r: 36CS00034 Ply: 1 SEQN: 668008 / T10 / SPEC 4EAB Ad"D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW: Truss Label: A7D Wgt: 212.8 Ibs / ... 05/16/201 B 7'10" 13'10" 18'8" 2'2" 29'8" 323"8 38'8" 6'4"8 V 6' 4'10" 5'46", 5'6" 2'7"8 6'48 E=5X6 12 -5X10(SRS) 912X4 =6X6 6 F G H �Q5X8 D l 33X4 T ®3X4 m (a) o r, (A2) B J=4X6(A2) q K S R Q P O N M L 102X4 m3X6=4X10 102X4 =3X10 =3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 1' 8'2"12 5'9"4 1'10" 4'11"12 5'4"4 2'6" 3' 2'9"4 6'2"12 1' r + 8'2.12 + 12' +13'101 18'9"12 + 24'2" } 26'8" 1 29'8" r 32'5"4 + 38'8" Loading!' Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 110.00 Risk Category: II EXP: C Des LE 37.00 Mean Height: 15.00 ft NCBCL 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Du tion: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing 14. "" C&C Dist a: 3.87 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Top cho(o 2x4 SP #1 Bot chorp 2x4 SP 91 Webs 4 SP 93 Bracing (a) Con uous lateral restraint equally spaced on member IOr 1x4 T" reinforcement. 80% length of web me ber. Same species & SRB grade or better, attachecl6vith 8d Box or Gun (0.113"x2.5",min.)nails @6"oc� Wind based on both MWFRS and C&C. Snow Criteria (Pg,Pf In PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefi U# Loc R / U / Rw / Rh / RL / W PE NA Ce: NA VERT(LL): 0.231 P 999 240 B 1523 / 695 / 910 / - / 321 / 8.0 Lu: NA Cs: NA VERT(TL): 0.635 P 999 180 J 1523 1698 / 904 /- /- / 8.0 Snow Duration: NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS HORZ(TL): 0.138 L - - B Min Brg 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: 0.551 Bearings B & J are a rigid surface. TPI Std: 2014 Max BC CSI: 0.630 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.861 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1891 -2900 B - C 1650 - 2772 G - H 1891 - 2900 C - D 1397 - 2190 H - 1 1607 - 2486 D - E 1423 -2153 1- J 1649 -Z725 E-F 1451 -2141 J-K 27 0 13 40 01 SA38 FF 55 SIBO BB 7F49 00 99 2E 85 FI3 TM hamlasbom and .salad by Maonl Martinez, n(FL, uc.rA71921 on 00 Caata Mtownabald f;aSSR"L aaaYitcntica aadr. studs of WA dcx Aatunotc ...st ad 1i4=6 and snalad -b tire."VA4.ad € uathaavifitd wa ycloatrnrk C"Iax_ 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 quire extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI anSBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ,iad ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310, 'le. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. f2efer to 60A-Z for standard plate positions. of irr i,orrorn acceptance any structure tis drawing,any failure to build the on this drawing or cover page �e design shown. The suitability Job Number: 36CS00034 Ply: 1 SEQN: 667984 / T11 / HIPS 4EAB Aria "D" /DR Horton 14EAB Aria "D" Qty: 1 FROM: AH DRW. Truss label: A8 Wgt 215.6 Ibs .. / 05/16/2018 7' 12'6"4 L 19'4" 26'1"12 31"8" 38'8" f T 5'6"4 6'9"12 + 6'9"12 r 5'6"4 7' 7 1 =6X8 =7X8 -6Xg -6X6 1 12 Ca6X6 D TC2 E F TC2 G I 1=4X6 � so -qq ,qq -,qq i P O' N M L d_lK J 1112X4 =5X6=H0308 =6X12 =H0308-5X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 264" 1 Z4° 1' 6'10"4 5'4" } 1'9"1 5'4" 5'4" 1'9"1 } 5'4" 6'10"4 1' 6'10"4 12'2"4 14' 19'4" 24'8" +26'5"12 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 too Udell L/# Loc R / U / Rw / Rh / RL IW S 0 TCDL: 7.00 Speed: 160 mph Pf: NA' Ce: NA VERT(LL): 0.153 D 999 240 B 1762 / 812 / - / - / - BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.425 D 999 180 Q 4128 / 1844 { g_p BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.044 M - - H 226 / 127 / - / - / - 1. 8.0 EXP: C Des Ld: 37.00 HORZ(iL): 0.083 M - - Wind reactions based on MWFRS Mean Height: 15.00 ft NCBCLL: 0.00 Code / Misc Criteria Creep Factor. 2.0 B Min Br 2.1Q 9 Width Re q TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.771 Min Br Width Re 4.9 g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 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: 17.02.02.1208.15 Chords Tens.Comp. Chords Teris. Comp. Lumber Top chord 2x4 SP #1 :TC2 2x6 SP #1: A-B 27 -20 E-F I" B - C 1493 -3269 F - G -1937 892 -840 Bot chord 2x4 SP #1 Webs 2x4 SP #3 :W3, W4 2x4 SP #1: C - D 1504 -3361 G - H 262 -153 D - E 872 -1937 H - I 27 -20 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Or 1x4 "T" reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp. 11 715 -1665 web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails B - P 2855 -1280 M - L 6" oc.� P - O 2829 -1275 L - K O N 3363 K J 715 -1665 93 196 .ISvie" 10 has* - -1527 - 87 Loading N - M 3363 -1527 J - H -168 #1 hip supports 7-0-0 jacks with no webs. "ram No 0471824 Wind. ,a.- 01�(: Maximum Web Forces Per Ply (Ibs) , Webs Tens.Comp. Webs Tens. Comp. Wind loads and reactions based on MWFRS. e, a- P-C 611 -117 E-M it 1641 -791 '. S C - O 638 -275 F - K O D 286 61 K G �901 478 -2697 - - -2045 D - M 734 -1598 G - J M - F 4038 -1779 666 -147 40 015A3 Ff 5138180'13137F48-00 99 2E 85 FB ThU her,'hastrerm,ekdxcnfra`�j�rrad aa�9 wAadby b".a iMart#s�., e�Ei L tti.�afis9zi cn maaas ahawm at +ss ,gasxA-1 aaztheatkatas�adm iSr tadcastrs�irhesdtxmmaat not a l&radVnad=dmalad and the M=Y dMtWrk intros. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of ipq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 'I PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page rs acceptance of professiona_ engineering responsibility solely_for the design shown. The suitability any Job Num per. 36CS00034 Ply: 1 SEQN: 668010 / T27 / SPEC 4EAB I Horton 14EAB Aria "D" Qty: 1 FROM: AH DRW: Truss La' 1: A81) Wgt:198.8lbs ! ... 05/16/2018 6'4"8 T10" 13'10" 20'B" 26'0"4 31'8" 38'8" 6'4"8 1'5° i 6' 6'10" 5'4"4 57"12 T E 105X6(R) 12 6 p =6X8 M M gC5X6D F: 5X6 G H m T 90 (a) (a) c 3X6(A1) B44 lm3X6(A1) A Q P O N =4X4LM K 012X4 �3X6 =3X8=3X6(-) SEAT PLATE REQ. SEAT PLATE REQ. 20W 5'8" 12'4" 1' 6'2"12 59"4 1'10" T1"8 5'4"4 r 49"8 T1"12 1' 6'2"12 + 12' +13'1D� 20'11"8 26'3"12 2 '""12 31'6"4 38'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W B 793 / 389 ! - / - / - / 8-0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.034 Q 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.096 Q 999 180 N° 451 / 213 / - / - / - / 68.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.016 K - - 1 805 / 396 / - 1- 1- / 8.0 Des Ld: 37.00 EXP: C HORZ L 0.030 K - - (T )- Wind reactions based on MWFRS Code / Misc Criteria NCBCL : 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 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.703 N Min Brg Width Req = - I Min Brg Width Req = 1.5 Load D ration: 1.25 MWFRS Parallel Dist: D to h/2TPI Std: 2014 Max BC CSI: 0.518 Bearings B, N, & I are a rigid surface. Spacin 24.0 " C&C Dist a: 3.87 It Rep Factors Used: Yes Max Web CSI: 0.515 Bearings B & I require a seat plate. Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumbe Wind A - B 27 -20 F - G 355 -160 Top ch d 2x4 SP #1 Wind loads and reactions based on MWFRS. B - C 585 -1210 G - H 299 -108 Bot ch rd 2x4 SP #1 Webs x4 SP #3 C - D 309 - 590 H - 1 550 -1139 D - E 279 - 553 I - J 27 -20 Bracm I E - F 296 -574 (a) Coggtinuous lateral restraint equally spaced on memb , Or 1x4 7 reinforcement. 80% length of better, Maximum Bot Chord Forces Per Ply (Ibs) Comp Chords Tens.Comp. Chords Tens. Coin web m ber. Same species & SRB grade or web with Bd Box or Gun (0.113"x2.5",min.)nails MAQA P - 1027 N M 77 @ 6" o B - Q -479 - Q P 1024 -480 M - L 967 -275 -431 ,*.x�?ra - Specie Loads y �, # ?y � r ;. +w s � a, P - O 1024 -480 L - K 967 O - N 117 - 282 K -1 937 -431 -424 _ -(L ber Dur-Fac =1.25 / Plate Dur.Fac.=1.25) 1 02 TC: F' m 56 plf at -1.00 to 56 plf at 27.60 e TC: F om 28 plf at 27.60 to 28 plf at 31.67 Maximum Web Forces Per Ply (Ibs) TC. F m 56 pIf at 31.67 to 56 pIf at 39.67 Webs Tens.Comp. Webs Tens. Comp. BC: F m 4 plf at -1.00 to 4 pIf at 0.00' BC: F m 20 pIf at 0-00 to 20 pff at 26.67 BC: F om 10 at 26.67 to 10 at 31.64 Q - C 283 0 N - G 101 C O 295 G M 370 -171 pIf plf BC: F 20 31.64 to 20 38.67 - -629 - -498 m pIf at pIf at BC: 4 38.67 to 4 39.67 E - O 222 0 M - H 645 -1448 om plf at plf at TC: 74 lb Conc. Load at 27.60 °� O _ F 818 -367 K - H 723 160 TC: 60 lb Conc. Load at 29.60 �v +b' 1 F - N 512 -890 TC. 9 1 lb ConG. Load at 31.64 ON "AV BC. 28 lb Conc. Load at 27.60 BC: 24 Ib Conc. Load at 29.60 BC: 77 Ib Conc. Load at 31.64 Ata01�FF5B8f.f§DBB7F4800992€85FB Platin Notes Tiir lremA�a Brocmalzci and aas:5.ezaled fiy rAas<s�l Marttnca, �.. s"E (EL. riL.Gia1fi2(carltra�aae tihcwrz atxirc�sr.�ng a5if�.1 All plat s are 3X4 except as noted. a d are uufe. ("°) 1 ate(s) require special positioning. Refer to scaled ppplate plot details for special positioning r5x7sadctxietd«uaaccsx9'reHru��zsalme requir hrents. ,�et�snae�rstssama��rrfc3.�detrn�r maims.. -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusse require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building to these functions. Installers temporary Compit braciner nf Safety Information, byy TPI anr7'SBCA) toi safety practices prior performing shall provide BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly BCSI B3, B7 attachrippid as appable. ceiling Locations shown for permanent lateral Apply to each face of truss and restraint of webs shall have bracing installed per sections as shown above and on the Joint Details, unless noted otherwise. or B10, (2efer to drawin places position 160A-Z for standard plate posttions- Alpine,' division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the bracing this drawing truss i conformance with ANSI PI 1, or for handling shipping, installation and of trusses.A seal on or cover page- , listing his drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and u For more e of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. nTonnation see this'ob's general notes and these web sdes: ALPINE: www.al inefw.com: TPI: www. inst.o ; SBCA: www.sbdndu .coin; ICC: www.!=afe.or Job Number: 36CS00034 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 I ... 05/1612018 6'4"6 T10" 13,10" 21'3"9 264° i 1'5°6 F 6' ff3X4(R) H SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 21' 5'4" 1' 62°12 5'9"4 1'10° T9"1 4'8°15 6'2"12 12' 13'10" 217"1 214" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefiICSI Criteria ♦ Maximum Reactions (Ibs) I% 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 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.047 L 999 240 B 933 1429 / 578 / - / 274 18".0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.129 L 999 180 M 640 1273 / 388 / 0 / 0 / 8'.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.016 H - - N 479 / 227 J245 / - / - / 6.0 Des Ld: 37.00 EXP: C HORZ(TL): 0.031 H - - Wind reactions based on MWFRS NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 r9 q i Mean Height: 15.00 ft B Min B Width Re 1.5 TCDL: 4.2 psf BldgCo M Min Br Width Re = 1.5 Soffit: 2.00 BCDL: 5.0 sf de: FBC 2017 RES Max TIC CSI: 0.481 g q p Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.454 N Min Brg Width Req = 1.5 Re Factors Used: Yes Max Web CSI: 0.346 Bearings B, M, & N are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 It p Bearings B, M, & N require a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply ltlbi Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Lumber III Top chord 2x4 SP #1 A - B 27 0 D - E 663 Bat chord 2x4 SP #1 B - C 790 -1512 E - F 572 Webs 2x4SP#3 C-D 537 -892 F-G �1 Bracing Maximum Bot Chord Forces Per Ply (Ib° (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tells' member. Or 1x4 "T" reinforcement. 80% length of B - L 1296 -660 J - I 1t>1 web member. Same species & SRB grade or better, g attached with 8d Box or Gun (0.113112.5",min.)nails L- K 1292 -659 I- H 41 @6"oc. �e�e K-J 1292 -659 xX Wind Maximum Web Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. , Webs Tens.Comp. Webs TeNo 0471$2 (is. L-C 285 -8 F-I 362 a C- J 425 - 626 I- G .: E - J 376 -153 G - H 2292 J - F 386 -182 S. OQF RA 40015A38FF5B8180BB W 4800992E95FB .M 11err%1%11 hem etearoakaw ad'.aat9z�catcdby tl7arsuet Mar3fnes, PE. (s., r[c.Cd33ti�ian the daashawaabawa Wng a VA4 zUA=t2ta i=d&.. i'seamd cap�x¢3d�s dacrxarr�sarmnat cross6drsmd s3gn�a3 zn� scalad and tF�.S'iSA..1.aazticea�Cn:4mnr�e mrzr t;szasdf�drn atsydectranic dSylilS.. ' *"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, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temposttVy bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per SCSI sections 63, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIrI PI 1, or for handling shipping, installation and bracing of trvsses.A seal on this drawing or cover page. listing this drawing indicates acceptance of pr 3 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 ANSUfPI 1 Sec.2. Far mnre infnrmatinn see this ieb's general notes Daae and these web sites: ALPINE: www.alDineitw.com: TPI: www.Wnst.ora: SBCA: www.sbcindusW.com: ICC: www.iccsafe.or9 -855 -893 -584 -552 -34 -585 -230 -404 Job Numbj'r: 36CS00034 Ply: 1 SEQN: 667970 / T171 GABL 4EAB Ari'D" /DR Horton 14EAB Aria "D" Qty: 1 FROM: AH DRW. Truss La1: D1GB Wgt: 231.0 Ibs Page 1 of 2 .. / ... 05/16/2018 7'10" I _ 264"13 7'10" 6'68 {^ 2'6" — � f'^ Tit" �1 [-- 2-8" �1 �� Tit"12 26'4" 6'3"4 _t_ 6'1" _, 14' 20'1 SEAT PLATE RECL 1 6'3" 264" Loadin Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.101 T 692 240 B• 86 139 / 47 ! - / 13 / 256 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.134 T 656 180 BA 217 196 / 124 I - 1- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.052 T - - Wind reactions based on MWFRS Des EXP: C HORZ TL 0.057 T - ( ) B Min Br Width Re 9 q CLI 10.00 NCBCL : 10.00 Mean Height: 15.00 ft 9 Code / Misc Criteria Creep Factor. 2.0 P BA Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4:2 psf Bldg Code: FBC 2017 RES Max TIC CSI: 0.398 Bearings B & BA are a rigid surface. BCDL: 5.0 psf P TPI Std: 2014 Max BC CSI: 0.170 Bearing BA requires a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacin 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.835 Maximum Top Chord Forces Per Ply (Ibs) 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): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.16 A - B 27 0 K - L 249 0 B- C 27 -93 L- M 246 0 Lumbe C - D 42 -36 M - N 228 -6 o ch d 2x4 SP #1 TOP P D-E 83 -22 N-O 167 -27 d 2x4 SP #1 Bot ch �4 E - F 132 -20 O - P 116 -48 Webs SP #3 F-G 178 -19 P-Q 158 -53 Platin Notes G - H 81 -42 Q - R 116 -6 H - I 1-R - S Ill - All plat 's are 2X4 except as noted. I -J 172 -3 S-T 98 -55 Wind i _,� t 0A. J-K 232 -6 T-U 37 -92. Memb design based on both MWFRS and C&C.'•+ -�arw� Maximum Bot Chord Forces Per Ply (Ibs) Additi naI Notes �* Chords Tens.Comp. Chords Tens. Comp. See D GS A16015ENC101014 & GBLLETIN1014 for ' B -Al 187 -55 AC -AB 203 -59 gable % "nd bracing and other requirements. w 0471 a AI-AH 195 -56 AB -AA 203 -59 �' ► a;. AH-AG 198 -57 AA-Z 70 -28 - AG-AF 200 - 58 Z - Y 70 -28 A AF-AE 202 -58 Y-X 71 -28 "' AJ AE-AD 203 -59 X-W 71 -28 a , , AD -AC 203 -59 W - V 77 -117 40 01 SA38 FF 50 8180 BB 7F49 CO 99 2E 85 FB ThU ltans3rss sm1cr3'�7x# a�cd.x1 d=A.dJby M maftbm, R£'ffi... tfa.947101 aalh@ daft stMwn aroma t�6 a VJ6,1 nciAle dQtL'A=6L ftbud coptna hikdt r..,mawmtc `&=As rmi=d 2talad and thee FA"3 asAhenticaSfeesuxfara�st 4m vsrif3esl an urtrefectmrb_ =Ins. 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 236 797 AM -AN 193 -67 Q - W 305 -246 AO -AP 177 -62 W -AX 144 -52 AP -AA 211 -71 AX-AY 144 -62 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 DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusj reqquire extreme care in fabricatiInp handlin shipping, installing and bracing. Refer to and follow the latest edition of BC (Building Coment Safety Information, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bra in per BCSI., Unless noted olherwise,top chard shall have properly attached structural sheathing and bottom chord shall have a pro peryly attacriggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, asap cable. Apply plates to each face of truss and position as shown above and on the Joinf Detailsunlss noted otherwise. (2efer todraw160-Zforsandard plate positionsAlpina division of ITW BuildinlgComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the sconformance with ANSIrrPI 1, orforhandling shipping, installation and bracing of ttusses.A seal on this drrawing or cover page_listinhis drawing indicates acceptance of proTessional engineering responsibility solely for the design shown. The suitability and se of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For mnA infnnnation see this ioh's aaneral notes nacre and these web sites: ALPINE: www.aloineihv.com: TPI[ www.minstom[ SBCA' wwwsbcindustme m: [CC: www.imsafe.ora 4 t Job Number: 36CS00034 4EAB Aria "D" /DR Horton AEAB Aria "D" Truss Label: D1GB Ply: 1 Qty: 1 Wgt: 231.0 Ibs SEQN: 667970 / T17 / GABL FROM: AH Page 2 of 2 DRW: / ... i 05/16/201B Maximum Gable Forces Per Ply (Itisj Gables Tens.Comp. Gables Tens. Comp. C -AI 165 -95 M -AQ 162 -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 J 120 - 75 AD -AK 84 - 69 AV- X 137 -102 AL- 1 116 - 71 P -AW 149 -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 40 015A3E FF 56 8180 6B 7F 48 00 99 2E85 FB rtaisitem hnt& nettarww�s nad'.amdsealadby6dasus7m4rtinw ?8.'%. ttc. CR=Ion the datc etm maeam v^_�08 a SHA-1 cr�a�seara�it i pn=dcgpnsfdihdrxrammwd mnatawia=d%*W' =dsealed =x Zir_vAA authent a' a 1a rayst r5avvifted enaaVelecbmnk u�aius.. I *`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted oytherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins[alled per BCSI sections B3, B7 or 810, 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 16OA-Z for standard plate positions. Alpine, a division of ITW Buildinc� Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shippin7, installatidn and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professrona 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. Job Num er: 36CS00034 Ply: 1 SEQN: 6679711 T1 / GABL 4EAB Ari I"D" /DR Horton /4EAB Aria "D" Qty: 1 FROM: AH DRW: Truss La el: E1GE Wgt 43.4 Ibs .. / ... 05/16/2018 4'2" 8'4" I" 4,2" r 47 J �-- 1,6,E --+— 1,4„ (TYP) E=4X4 12 6 D IF C G N � 1-2X4(A1) B H=2X4(A1) A N M L K J 1 8'4" 1, 8,4" 84 1' Loadlirl Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.018 K 999 240 B 375 1173 / 251 / - / 118 13.5 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.021 K 999 180 H 375 / 173 / 251 / - / - / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.009 D - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.009 D - - �) B Min Br Width Re 1.5 9 q NCBCL : 10.00 Mean Height: 15.00 ft 9 Code ! Misc Criteria CreepFactor: 2.0 H Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.187 Bearings B & H are a rigid surface. Load D tion: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.147 Maximum Top Chord Forces Per Ply (Ibs) Spacin 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.058 Chords Tens.Comp. Chords Tens. Comp_ Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: 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 -386 F - G C - D 530 -368 G - H 531 500 -368 -386 Lumbe D - E 573 -349 H -1 27 0 Top ch d Zx4 SP #1 Bot cho Webs ' d 2x4 SP #1 4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating' otes B - N 316 - 282 L - K 313 -272 All plat are 2X4 except as noted. N - M 315 -276 K - J 315 -278 Wind M - L 313 -272 J - H 316 -285 Memb design based on both MWFRS and C&C.- y� Maximum Gable Forces Per Ply (Ibs) Tens. Comp_ Additi at Notes , . ��, Gables Tens.Comp. Gables See D GS A16015ENC101014 & GBLLETIN1014 for s C N 91 -15 K - F 148 - 36 j - gable nd bracing and other requirements. ,0474 2 D - M 148 -36 J - G 91 -15 OF E - L 152 -237 vs STATE 4 4081SA38FF5B81.BOOR7F4800992E85FB a#sit it¢missts b¢enek s sree3.andwaMdby iH tl Marttuas, PE(n..U,.%947ka3tonl VACE � asais¢at�ah�st. a t¢d crapt+armrxfds dmtr—=tint mat crmst&—d vj=&.andsaatad =sad tisc kasAfw¢n't aY:cr�eexdtm¢at bi"V f4¢d¢nw7deckank rrzpl¢s.. **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 en[ Safety Information, bV TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, as app cable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to drawin s 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 i conformance with ANSIrfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing his drawing indicates acceptance of professrona7 engineering responsibilrty solely for the design shown. The suitability and u e of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For mo information see this iob's aeneral notes Dew and these web sites: ALPINE: www.aloinefw.com: TPI: www.toinst.ora: SBCA: www.sbcindustrv.com: ICC: wwwkcsafe.ora 0 DRW: Job Number: 36CS00034 4EAB Aria "D" /DR Horton MEAB Aria "D" Truss Label: MV1 —am 4'1 "8 Ply: 1 I SEQN: 667972 / T22 / VAL Qty: 1 FROM: AH Wat: 16.8 Ibs R 4'1"8 �' 4'1 "8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT. NA PP Deflection in loc Udefl U# 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 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.005 C - EXP: C Des Ld: 37.00 Mean Height: 15.00 ft HORZ(TL): 0.005 C - - NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 2.0 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.175 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.129 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.151 Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 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 " s VIA See DWG VAL160101014 for valley details.STAXE One «� 40 015A38 FF 5B 81 BU BB 7F48 00 99 2E 95 FB TF& item hiss been wss!=xied by l wml hlarthses, s(n. u .varaez(cntt adaft srt�w ¢aturans Asa enr�sa.�'nea�ia. Pr4a¢ad ac��s�rtis dcrtua�c�tavanatrsxaxidssed s�nvas �d xaind mzd ifs¢4 azckhenf [aS'ara aada mizE3wcarsrif mydectrark spins. i i 05/16/201 B it I ♦ Maximum Reactions (ibs), or - Loc R / U / Rw / Rh / RL D* 75 128 /52 /- /26 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing D is a rigid surface. Maximum Top Chord Forces Per Chords Tens.Comp. A-B 37 -126 Maximum Bot Chord Forces Per Chords Tens.Comp. 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 DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building f Safety Information, byy TPI and'SBCA) r safety practices prior to performing these functions. installers shall provide temporarryy BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefy aid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, le. A..Tv plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to a division of ITW Buildin�tL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, this drawing indicates acceptance of professtona7 engineering responsibility solely for the design shown. The suitability re of this gi awing for any structure is the responsibility of the Building Designer per ANSIfrPI 1 Sec.2. t Job Number: 36CS00034 Ply: 1 SEQN: 667973 / T18 / VAL 4EAB Ari "D" /DR Horton /4EAB Aria "D" Qty: 1 FROM: AH DRW: Truss Label: MV2 Wgt 14.0 Ibs / ... 05/1612018 12 6,[ 1112X4 B 3X4(D1) A - n r.1112X4 �— 211118 211118 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W D' 75 123 148 / - / 15 / 25.5 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 Wind reactions based on MWFRS BCDL: 1 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.001 C - D Min Brg Width Req = - Des Ld:, 37 00 EXP: C HORZ L 0.001 C - - )t BearingD is a rigid surface. Code! Misc Criteria NCI : 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 Top Chord Forces Per Ply (Ibs) Load D ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.032 Chords Tens.Comp. P Spacin E 24.0 " C&C Dist a: 3.00 ft 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)/l0(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 Chords Tens.Comp. Lumbe A - C 68 6 Top ch rd 2x4 SP #1 Bot ch Webs d 2x4 SP #1 4 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Wind B - C 70 -43 Memb ( design based on both MWFRS and C&C. Adam nal Notes Seel) G VAL160101014 for valley details. a 40 015A38 FF 5B 81 B0 BB 7F48 00 992E 85 FB TM Item'hsabacn by rAaa"I raantn@3 *'E;TL. t'is.C-0sd9tj ari tftc daRaslt6v�nab vdt�ti a 5Hi 3 FTSStIId iCtt�YS}a: CffiL1�sL itfl riot CG3'a58`3�t1@I{ iVS4.8P'� *.@8{91� #L ttSe:�:vR•Z �SiAilePtpttt:lw eLViC f9W[.bA �S`Iit�.CdY dRy'6'�GLtiR7n�. . C8'i�vitl+„ "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING[ —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Comp nenf Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach d rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as ap icable. Apply plates to each face, of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (Zefer to drawi s 160A-Z for standard plate positrons. tru., a division of ITW Buildinp�L Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss i conformance with ANSI! fPl 1, or for handling, shipping, installation and bracing of Wsses.A seal on this drawing or cover page. _ listin this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and a of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For inn information see this iob's general notes Dam and these web sites: ALPINE: www.aloimitw.com' TPI: www.minst.om: SBCA www.sbcindustrv.com: IM www.iccsafe.ora L Job 4EAB Aria" D 3 DR Horton /4EAB Aria "D" I Qty 26.6 Ibs I FROM: AH 974 / T24 / EJAC I DRW / 051,16/2018 I Truss Label: EJ7D Wgt C SEAT PLATE REQ: 1 �— 2 4 7' ��i 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CS1 Criteria ♦ Maximum Reactions (Ibs) III TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# Loc R / U / Rw / Rh / RL / VI B 438 / 178 / 370 / - 1202 / 8 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 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.010 D - C 160 / 125 / 78 Des Ld: 37.00 EXP: CMean HORZ(TL): 0.017 D - - Wind reactions based on MWFRS Code / Misc Criteria Noffit: 1 00 Height: 15.00 ft 9 CreepFactor. 2.0 B Min Brg Width Req = 1.5 Soffd: 2.00 . TCDL: 4.2 psi BCDL: 5.0 sf p 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 rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes p Max Web CSI: 0.000 Bearing B requires a seat plate. q Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (I Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 h d T C Ch d T�^' Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 0 40 015A38 FF 5B 81 B0 B 7F48-00 99 2E S5 FB TOatt tram trxs4�carrcta ad 9s�alad by F,sasM Martins, ta 'c'�E(iL.tPs.C4i3E3)an tie d;a.3C sit6wrt abmrm ig35fSA8 3X±3tita�Ca�9AEt.IJd. ?r tadxr rrfds dxma=act mma nd*aazand=Ind mad ttus t.3 +as+ ca ar.:cxtn snot by mtdfbdM decbaak ca�lns. C or s ens. omp. or s A-B 63 0 B-C Maximum Sot Chord Forces Per Ply 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, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinf�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 handlia shipping, installation and bracing of trusses.A seal on this drawing or cover page_', listing this drawing,indicates acceptance of pro essionA engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. F— o,r,ro inin tl— sw, this [Ws nenerwI notes nave and these web sites, ALPINE www.aloineihv.carn, 7PI, www.tolnstora: SBCA: w5wcsbdndustrv.com: ICC: www.iccsafe.ora -148 Job Num er: 36CS00034 Ply: 1 SEQN: 667975 / T15 / EJAC 4EAB Aril"D" /DR Horton MEAB Aria "D" Qty: 14 FROM: AH DRW: Truss Laf>gl: EJ7 Wgt: 23.8 Ibs .. / ... 0511612018 C 12 6 M O Lo =2X4(A1) B A D SEAT PLATE REQ. I 7' 1, _ _l 7' Loading riteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 336 / 117 1259 / - / 173 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 120 / 101 / - ! - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.014 D - C 171 / 133 / 91 1- I - / 1.5 Des Ld: EXP: C HORZ L 0.025 D - - Wind reactions based on MWFRS 37.00 ) NCBCLL Mean Height: 15.00 ft g Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 10.00 P TCDL: 42 Soffit: psf Bldg Code: FBC 2017 RES Max TC CSI: 0.496 D Min Brg Width Req = - 2.00 BCDL:5.0 psf g _ P C Min Brg Width Req = Load Du lion: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0.366 Bearing B is a rigid surface. Spacing: 4.0 " 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 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 B- C 77 -151 Lumber Top c1101 2x4 SP #1 Bot chord 2x4 SP 91 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member esign based on both MWFRS and C&C. B - D 0 0 i N .- A "Zla ' #ir •- STAVE � ,. v " 0 N AL $MAL* 40 01 SA,S8 FF 5B S160 BB 7F49 00 99 2E &4 FB Wtltemtta bb cleamnkOf soedzrJ=ledbyksve lMzrttw, ?F (A•t. t&. �i32H2(as� t?recaSc SiWN11! alxivs ar `ng a SHA»1 sa-dientrazP�sn. p1btadaeoti offtdoscr« ,A=eatcollewadvuimdmlad xrod tf&".:s" anot U w&Lj fat aT.gd tlmk aa�!ax: "WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses -quire extreme care in fabricating handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Compon bracing p tt Safety Information, by TPI anr7'SBCA) for satpety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly 'ppid attache tl as applic ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or 610, 'ble. Apply plates to each face of truss and as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings position 160A-Z for standard plate positions. Alpine, a truss in ivision of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANSI Pi 1, for handling installation bracing trusses.A seal on this drawing or cover e listing thh nformance with or shipping, and of pa s drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawnng for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ,For more in ormafion see this'oh's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www.tpinst.org ; SBCA: www.sbdndu .coin; ICC: www.iasafe.o Job Number: 36CS00034 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 .. / ... 051,1612018 T. 2X4(A' SEAT PLATE REQ. B L 7' I 7' 1 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell Ll# Loc R / U / Rw / Rh / RL A 270 179 / 188 /- / 151 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 C 128 121 / 104 ! - / - BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.017 C - - B 174 / 135 195 / - /- Des Ld: 37.00 EXP: C HORZ(TL): 0.027 C - - Wind reactions based on MWFRS Code / 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.psf BCDL:5.0 sf p Bldg Code: FBC 2017 RES g Max TC CSI: 0.505 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 = - gearing A is 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 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 Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Ch d T C Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Wind Member design based on both MWFRS and C&C. No 047,102. t.AjE, OF 4001S 3EFF5B81BOBB7F4800BI 59.2E85F Thn it&iR 5Z�7B EI9G ff '� 4fila 'o aigti "l Y�,r�T�A l marft", .A(FL. t&.�dT3H2(on Yt3ctiara shawaa :nm u^.�eg aDWI a-tlierticatzc. �itne <iscfs tlra..ag�t ara er+�tmx�aF�'rrnd *ammi sealed 4ha. ,8a^x ar.3tms+ Aitsaecslen�C Din wsr8f9zf m=ydetwk casMs- or s ens. omp. A-B 78 -152 Maximum Bot Chord Forces Per Chords Tens.Comp. A-C 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 Col Safety Information, byy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structurai_sheathinq and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ 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. f2efer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW BuildingComponents 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 handlin% shlppinq, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of ppro 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. _5 .5 Job Numbt 36CS00034 Ply: 1 SEQN: 667977 / T23 / JACK 4EAB Ad I'D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW: Truss Lab%: BJ5D Wgt: 19.6 Ibs .. / ... 05/16/2018 6 SEAT PLATE REQ. C f' 2'4" 5' 5' (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL. TCDL: 20.00 7.00 Wind Std: ASCE 7-10 Speed: 160 mph Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA PP Deflection in loc Udefl U# VERT(LL): NA Loc R / U I Rw I Rh / RL / W B 373 / 162 1330 /- / 158 / 8.0 BCLL. 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 85 / 13 177 1- / - 11.5 BCDL: 10. )0 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.007 D - - C 103 182 / 42 /- 1- / 1.5 Des Ld: 37A0 EXP: C HORZ L 0.008 D - - �) Wind reactions based on MWFRS Code I Misc Criteria NCBCL 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 B Min B Width Re 1.5 r9 q = . Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.544 D Min Brg Width Req = - Load D tion: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.171 C Min Brg Width Req = Bearing B is a rigid surface. Spacing I24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearin B re uires a seat late Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: 9 q P 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 Com Top chord 2x4 SP #1 Bot Cho}l 2x4 SP #1 Wind I based on both MWFRS and C&C. STATE m 40 01 5A 38 FF 5B 8180 BB 7F 49 00 99 2E 95 FB sa,,SiltamhuaPacctt ciszbx�%*nod andl uaicd by FAm al Marttb� "E fi7., Las. aimmi on via 6�stzwa A4= ceaag a Strh 1 a�dfBlitisaAFcaz�ad2. ?s�tadc�3�s�L}%dwta�st a� natcemirsd st�aed aad saalyd and t1WSR AWffisntkj6*MzCdam�t:be WACed cmm7dottrank - cmim P• P- 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 luire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [Safety, Information, by TPI and'SBCA) safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proPefly 1id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or B10, le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Nefer to 60A-Z for standard plate positions. vision of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the iformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e• - drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability A this "awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00034 Ply: 1 SEQN: 667978 / T12 / JACK 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 5 FROM: AH DRW. Truss Label: BJ5 Wgt 16.8 lbs / _.. 05116/2018 T SEAT PLATE REQ. C CV 1 I-- 5' 1 Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# Loc R / U ! Rw / Rh / RL TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA B 263 / 96 / 208 / - / 129 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 90 / 13 170- BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.007 D - - C 119 193 162 Des Ld: 37.00 EXP: C HORZ(TL): 0.008 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Cree Factor. 2.0 P B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psi BCDL: 6.0 P sf Bldg Code: FBC 2017 RES Max TC CSI: 0.309 D Min B Width R e q = - 'Min Load Duration: 125 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSt: 0.182 C Brg Width Req = - Bearing B a rigid Spacing: 24.0 " P g- C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 r Bearing B requires a seat plate. seat p 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 PI Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords T Lumber A - B 27 0 B - C Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ph Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 trNo 047102 STATE 4001SA38FF568190 667F4900992E85 FB if¢Sr §t¢nsi¢¢z &teen ala ry fnd ssaradW Hfax lMartb%=,, M'sit..tfc.04;1=laetl�eFa what ng_asteaa entmt%zszcdl ?tbtat cgtdvs eiarrssrst ma aots3rkantf sq{aanisnilalnd mdbcmilfa¢sf.csws {a9attmrak .. csxyinx:. —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Safety Information, b TPI and'SBCA) toi safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperryly id ceilingg Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 61 D, e. Applyr plates to each face of truss and position as shown;above and on the Join f Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of ITW Buildinfi��Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of t usses.A seal on this drawing or cover page this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability re of this yawing for any structure is the responsibility of the utiding Designer per ANSIITPI 1 Sec.2. .5 .5 -120 Job Numb' r: 36CS00034 Ply: 1 SEQN: 6956611 T21 / JACK 4EAB Ali "D" /DR Horton /4EAB Aria "D" Qty: 1 FROM: AH DRW: Truss Lab j 1: BJ313 Wgt: 15.4 Ibs / ... 05/16/2018 i C I T 12 6 M O_ 3X4(A1) B r 1 J_ CV D A I i SEAT PLATE REQ. I ,1 3' 24 '" sl i 3' Loading riteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 0.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh ! RL / W TCDL: T.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 324 1 157 / 309 / - / 115 18.0 BCLL- 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 44 / 25 / 57 ! - ! - 11.5 BCDL: 1 0.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.009 D - - C 34 130 / 32 / - /- 11.5 Des Ld: EXP: C HORZ L 0.009 D - - Wind reactions based on MWFRS 7.00 if ) NCBCLL: Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 � O.DO P Soffit TCDL: 4.2 psf D Min Br Width Re - 00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.938 g q P C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.231 Bearing B a rigid Spacing:' P g .0 " C&C Dist a: 3.00 fl Rep Factors Used: Yes Max Web CSI: 0.000 a 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: 17.02.02.1208.16 Chords Tens.Comp. Chords Tens. Comp. A-B 63 0 B-C 15 83 Lumber Top chord 4SP#1 Bot chord 4SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member d sign based on both MWFRS and C&C. B - D 0 0 2 Aft STATE -or- wl 40 01 SA 38 FF 5B $1 BO BB 7F48 00 99 2E 85 FS Yraf� iecr.;axu mlxzeaara�nc� as:,�atcd �y ei �arct�ez, €�L, lit.�&s~39>'.} t2iushsw�i 59�o?rtLeanga5i4da-•2 .. a�.°iltentica�e�r. FeAand cVk1.fth&;i�a=fibFCYnis$ �ti 3an91 :m3�if Me"..WA 4uw,.d.CAMWdodmr& Ss�laS: **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re re extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen bracing pe Safety Information, by TPI anc7'SBCA) toi 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 progperlly attached ri as applica Id ceilingp Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t Appij lates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 1 .0 OA-Z for s andard plate positions. Alpine, a di' truss in c o isof ITW Buildingq�Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the crmance with ANSI(fP1 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing thi and use rawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability l this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more info aBon see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o • SBCA: www.sbcindu .com; IM www.iocsafe.org Job Number: 36CS00034 Ply: 1 SEQN: 667980 / T13 / JACK 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 5 FROM: AH DRW: Truss Label: BJ3 Wgt: 12.6 Ibs / ... 05/16/2018 C 12 6 M i 2X4(A1) B M N 3 A D SEAT PLATE REQ. 3' 3' Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh ! RL ! W B 193 176 / 162 ! - / 86 % 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 51 / 6' / 41 / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - - C 64 / 51 / 30 f - I - / 1.5 Des EXP: C HORZ TL 0.003 D - ( ) Wind reactions based on MWFRS Code / Misc Criteria 'FBC CLLd: 10.00 NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor: 2.0 B Min B Width'Re 1.5 r9 q = D Min Brg WidthReq = - Soffit: 2.00 BCDL: 5.0 psf BldgCode: 2017 RES Max TC CSI: 0.174 C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.072 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 a seatsurface. Bearing B requires a seat plate. r Loc, from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per R (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 29 -105 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 �s STAT 40015A3&FF5581WB57F48W99M85 FB Tftitt 9raieskaeets �Us. nmd.a�s3 seaina?Ety Px&aamzmi ktartirs FE M,tts.V71Vj>"the dM sh wnabaum aabi; 4 SK4,1 . :trsticaa�wic. �r�t�d asgzi�s.c+$�%airrs�m�•ataadeta.tc�ii si�awr��azd sm�i�d and tisc. Z ffitenitta9 as to wabdsat=Vdlectmr4-_ . mains_ —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anSBCA) for salPety practices prior to performing these functions. Installers shall provide temporary -shall bottom have bracing per BCSI. Unless noted dtherwise,top chord have properly attached structural sheathing and chord shall a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, face truss as shown above and on the Join Details, unless noted otherwise. (2efer to as applicable. Apply plates to each of and position drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page The listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. and use of this yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. suitability For more information see this'ob's eneral notes a and these web sues: ALPINE: wwwA ineitw.com; TPI: www. irist.o ; SBCA: www.sbcindust .win' ICC: www.iccsafe.orq Job umber: 36CS00034 Ply: 1 SEQN: 667981 / T14 / JACK 4EA,1;a "D" /DR Horton /4EAB Aria "D" Qty: 6 FROM: AH DRW. Trus 'Label: BJ1 Wgt: 11.2lbs .. / ... 05/16/2018 TCLL: TCDL: BOLL: BCDL: Des Lc Soffit: Load' Top c Bot cl Wind 4"3 0 12 6 � C 2X4(A1) B SEAT PLATE REQ. M o � M III 1 _ 1' 1r Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) 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 7.00 Speed: 160 mph PY NA Ce: NA VERT(LL): NA B 150 177 1145 / - / 42 / 8.0 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 110 118 / - / - / 1.5 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - C -14 / 28 / 25 / - / - / 1.5 37.00 EXP: C HORZ(TL): 0.000 D - - Wind reactions based on MWFRS 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.163 D Min Brg Width Req = - ation: 1.25 MWFRS Parallel Dist: D to h/2 TPI Sid: 2014 Max BC CSI: 0.015 C Min Brg Width Req = - Bearing B is a rigid surface. 24.0 " C&C Dist a: 3.00 itRep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp. A-B 27 0 B-C 28 -19 i 2x4 SP #1 12x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. iesign based on both MWFRS and C&C. B - D 0 0 40 015A 38 FF 5B 81 BD BB 7F48 (10 93 2E 95 FB %u itarnh=hs raezM scalar.+ by 7.uti�a9 martin, .� trl. t€c. Cd7Z5�.! ca ttiasYxtcehcwaativaa v.�g ssxi i x7adranr&affassar,. rrkacad-punt.ftfuz dmLzwnt= oatanwJ nA qmd=d mind asad ifs¢ A.Sascd7ent°,cs#:�ecr9a nx:.i ba:ursifW mw datmnY a�1ns: I� *`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! TALLERS Trusses require extreme care n fabricating, hanndlliT— FURNISH THIS ngq, shippiinng, WING TO installing and brae g. Refer to and folloS INCLUDING THE w he latest edition of BCSI (Building Compone If Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing pe BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl ri id ceilingg Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or 610, as applical? e. Appty plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 1 OA-Z for standard plate positions. Alpine, a dl�Islon of ITW BuildinQComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSIItPI 1, or for handling shipping, installation and bracing of tivsses.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 pf this drawing for any structure is the responsibility of the Building Designer per ANS11TP11 Sec.2. For more info ation see this iob's aeneral notes Daae and these web sites- ALPINE: www.alDineitw.Dom: TPI: www-InInst.ora: SBCA wwwsbandustmeom- IM www.icmafe.ora Job CS00034 Ply: 4EAB Aria" D 3 DR Horton MEAB Aria "D" I Wgt 142.01bs FROM: AH 982 / T25 /HIP_ I DRW Truss Label: CJ7 T i i SEAT PLATE REQ. 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: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C$C Dist a: 3.00 it Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 91 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. 6'3" 9110"1 6'3" 3'7" P7 6'1 "4 6'1"4 9'3"4 9'101 05/16/2018 1 i I Snow Criteria` (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Loc R / U / Rw / Rh / RL / - B 326 1154 1- /- /- / Pf: NA Ce: NA VERT(LL): 0.014 G 999 240 Lu: NA Cs: NA VERT(TL): 0.038 G 999 180 E 410 / 129 / - / 0 / 0 1 Snow Duration: NA HORZ(LL): 0.004 F - - D 168 / 132 / - /- /- / HORZ(TL): 0.007 F - 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: 0.316 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.308 D Min Brg Width Req = - Rep Factors Used: No Max Web CSI: 0.247 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 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Te A-B 9 -6 C-D B - C 295 - 638 40 01 SA88 FF 58 81 BO6B 7F4E 00 99 2E 85 FB Thu itomYiasseaudbvuauAmart om=, 9E('�t, ur.C4'rMa.i cn tttccrateihown ahavo wbl; a 5Fwl au-dsonnt=tWn=d . wb odcopWofdas drrvf r.,tram srotcaaasid'esmd gsra atnd xcalad and: SKA'I s11honfiasmcode rnwtbaVeir3ed CA cjticclwnk =t3as.. -74 Maximum Bot Chord Forces Per Plyl (Ibs) Chords Tens.Comp. Chords Tgns. Comp B- G 578 -259 F- E 10 0 G - F 570 - 262 I Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G-C 181 0 C-F I314 -684 —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7 SBCA) r safety practices prior to performing these functions. installers shall provide temporary bracing er BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathincl and bottom chord shall have a propperryly attacheripid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or t 10, as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. _ listing this drawing indicates acceptance of profession 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. Job Numb I',r: 36CS00034 Ply: 1 SEQN: 667983 / T26 / HIP_ 4EAB Aria `D" !DR Horton AEAB Aria "D" Qty: 1 FROM: AH DRW. Truss Labgl: CJ7A Will: 42.0 Ibs .. / ... 05116/2018 4 SEAT PLATE REQ. Loadin Criteria (psf) Wind Criteria TCLL> 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL. 10.00 Risk Category: II C Des Ld: 37.00 MeaEXPn Mean Height: 15.00 ft NCBCL : 10.00 TCDL: 4.2 psf Soffit: I 2.00 BCDL: 5.0 psf Load D ration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacin 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top ch 'rd 2x4 SP #1 Bot chorrd 2x4 SP #1 Webs k4 SP #3 Specij Loads --(L tuber DUffaie =1.25 / Plate Dur.Fac.=1.25) TC: m 0 plf at -1.41 to 55 plf at 0.00 TC: F om 2 plf at 0.00 to 2 pff at 9.84 BC: 0 plf at -1.41 to 4 pff at 0.00 BC: �om om 2 plf at 0.00 to 2 plf at 9.84 TC: -7 Ib Conc. Load at 1.41 TC: 99 lb Conc. Load at 4.24 TC: 22 lb Conc. Load at 7.07 BC: 23 lb Conc. Load at 1.41 BC: 96 lb Conc. Load at 4.24 BC: 74 lb Conc. Load at 7.07 Wind Wind ads and reactions based on MWFRS. 6'3" 9110"1 6'3" 3'7" P] i 6'1"4 3'3"12 5" 6'1"4 9'S"1 1 "1 Snow Criteria (Pg,Pf in PSF) Defi/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 303 1204 1- /- /- / 10.6 Pf: NA Ce: NA VERT(LL): 0.013 G 999 240 Lu: NA Cs: NA VERT(TL): 0.038 G 999 180 E 353 / 165 / - 10 / 0 / 1.5 Snow Duration: NA HORZ(LL): 0.004 F - - D 31 / 15 / - /- /- / 1.5 HORZ(TL): 0.007 F - - 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: 0.200 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.301 D Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.233 Bearing B is a rigid surface. gearing B requires a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibis) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A-B 14 -11 C-D 51 -66 B - C 316 - 590 0 4001SA38 FF5381BO857F4900992E95 FB 3hfs ltatntiu:Pzccn etoeitfes4ca#ps&�ed aa4 atad by 9uwa mzrtinay �(rt, uc.�xrte�la�tca� �a«�ana�.insxsw:..a abcharticttir.�aa,�9e. 2abtadc aftfi_-tl = X=U tutu not cas&wd sSpndmg SmInd Wine the ba wAfad-m=ydcctm&_ omtas_ 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 - 646 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS > require extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nenq Safety Information, bV TPf anQ'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properr y d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or B1 D, icable. Appty places to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to Is 160A-Z for standard plate positions. a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ;e of this drawing for any structure is the responsibility of the uildina Designer oar ANSIITPI 1 See2_ i Gable Stud Reinforcement Detail A_ SCE_ 7-10i 160 _ mp-h=W_--in-d=SP:e-ed-,--1-5=Mean=Heigh-- E Ce ase_ C, t --Ors 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ors 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ors 120 mph Wind Soeed, 15' Mean Heloht. Partially Enclosed. Exposure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) lx4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace ■ Cll 2x6 'L' Brace r (2) 2x6 'L' Brace We Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B - r S P f #1 #2 #3 3' 8' 5' 9' 6' 2' 7' 8' 77' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' O H P11 Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' it, 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' n% #1 4' 0' 6' 8' 6' IV 7' 10' 8' 21 1 9' 4' 9' e' 12' 41 12, 9' 14' 0' 14' 0' -� d cu S P F #2 3' 10' 1 6' 7' 6' 10' 1 7' 9' e' V 9' 3' 9' 7' 12, 2' 12, 8' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' It' 7' 5' 9' 2' 9' 7' 10' 11' 11' 8' 14' 0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 71 10, 11' 11' 8' 14' 0' 14' 0' Standard 3' 6' 47' 4' 11' 6' 2' 6' 7' 8' 4' 8' Il' 9' 8' 10' 4' 13, 1' 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' Il' 0' 13' II' 14. 0' 14' 0' 14' 0' _p U S P F LJ f #3 4' 2' 7' 1' 7' 9' 8' 9' 9' t' 10, 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14M0' O �I f Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10' 10, 12, 8' 13' 7' 14' 0' 14\ 01 4' 7' 7' 7' 7' 111 9' 0' 9' 4' 10, 8' 11' 1' 14' 0' 14' 0' 14' 0' 14 / S P #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' 0' t3' 11' 14' 0' 14' 0' 14 OJ D F L #3 4' 4' 6' 5' 6' 10' 8' 6• 9' 1' 10' 6' 10, 11• 13' 4' 14' 0' 14' 0' 14 Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10161 10, 11' 13' 4' 14' 0' 14' 0' 14 Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 30' 2' 10, 10, 1t, 10, 12, 7' 14' 0' 14 d U O S P F H F #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14 #3 4' 7' 8' 2' 8' 5' 9' 8' 10, o' 11' 6' 12, 01 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 8' 2' 8151 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 7' 0' 7' 5' 1 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X 411. 5' 1' 8' S' 8' B' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 10' e, 3' 8' 7' 9' 9' 10, 2' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' 03 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' ( D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standnrd 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' Ill 6' 12' 0' 13, 7' 14' 0' 14' 0' 14' 0' able Truss As Olagonal brace option T vertical length may be 1 doubled when diagonal 18' )K brace Is used. Connect L diagonal brace for 600# 'L' at each end. Max web Brace total length Is 141. 2x6 DF-L #2 or better diagonal T' Vertical length shown braces single 8, In table above. I 1111 or double cut 45• (as shown) at L 1 upper end. IPI Connect dlagonnl at midpoint of vertical wel L�pg AN itWCOMPANY 13389 lakedrant Drive Earth City. MO 63045 Refer to chart above for n ,u VAR109- READ AHD FOLLOW ALL NOTES- ON Tills DRAVIM � • wwWORTANTew FURNISH THaS DRAVING TO ALL CONTRACTORS nmLigim UE =TALLER& Trusses require extrene care ion In fabricating, handling, -shipping, InstalUn% and bracing. Refers;; to and Poll.. the (*test editof BCS1 (Building Canponent Safety Information, by TPI and SBCA) for. safety practices prior to performing these functions. Installers shall provide temporary bradng per Unless noted otherwise, top chord shall have properly attached structural sheathing and bottbn dgrd shall have a property attached rigid -1Wt. Locations shown For permanent lateral restroint of webs - shall have bracing Installed per BCSI sec _ 43, B7 or 210, nu: applkobta. Apply plot- to each face ' - f truss and position as shown above and on the Joint Detalis, ess noted otherwise, r Refer to dra.rts 160A-2 for standard plate positions. Alpb,e, a division of ITV Bulding Compments Group Inc shall rot be responsible for any deviation from e this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handing, "Ping, Installation 6 bracing of trusses. �q A seal an this drarhtpy or cover page Ostb,g this drawht, Indicates acceptance of professional Fnny pstruetunthe resote4far the e of this dmmlng sponsfi0lty elf the BWldinp Designer par sign shown. The bl1tyANSI/iPI 1 Sec2. For more Information see this Job's general notes pagge and these web sites,ALPINE, TPD wwr.tolnstarm SBCN rrr.cbcInolustrv.mm ICQ wrrlcrsafe.oro Bracing Group Species and Grades, Group AI S ruce-Pine-Fir Hen -Flo #1 / #2 Standnrd #2 Stud #3 Stud #3 Sknndnrd Douglas Flr-Larch Southern Pineerr #3 #3 Stud Stud Standard Standnrd Group Bi Hen -Fir 01 6 Btr #1 Dou las Flr-Larch Southern Plnewwr al al #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 values may be used with these grades. Gable T russ DetaK Notesi Vind Load deflection criterion is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3,0' min) nalts. )i( For (1) 'L' brace, space nalls at 2' me. In 18' end zones and 4' me. between zones. )K)I(For, (2) 'L' bracess space nails at 3' me. In 18' end zones and 6' me. between zones. bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 Vertical Len th No Slice Less than 4' 0' 2X3 Greater than 4' 0', but less than 11' 6' 3X4 Greater ' hATL t}F 1�1%itsa'� MAX, TOT. LD, 60 PSF MAX, SPACING 24.0' Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ori 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nn, lPn mnh WInri 4nooel. 'In' Mpan Holnht. Partialiv F—In—cl. Fxonsure D. Kzt = L00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) Ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Bracer (1) 2x6 'L' Brace r (2) 2x6 'L' Brace we Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13, 9' 14' 0' S P F #3 3' 6' 5' 5' S' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0- U Stud 3' 6' 5' 4' 5' 8' 7' 2- 7' 7' 8' 8' 9' 1' 11' 2' 11' 11' 13' 7' 14' 0' Q F Standard 2. 1' 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 9' 12, 2' 13' 11' 14' 0' #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' D F L #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10' 13' 8' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' il' 8' 9' 9' 1' 10, 1' 10, to, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' e' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' u #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' e' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' -P S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' il' 10' 4' 13' V 13' 7' 14' 0' 14' 0' U iJ Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' it, 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' O �I F StandardB41 S' 8' 6' 0' T 6' 8' 0' 9' LS' 10' 4' 11' t0' 12' B' 14' 0' 14' 0' #1 7' 3' 7' 6' 8' 7' 8' 11' 10' 2' 10' 7' 13' S' 13' li' 14' 0' 14' 0' P p2 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' 03 5' It' 6' 4' 7' 11' 8' 5' t0' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Q1 "D I D F L Stud 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10, 5' 12' 5' 13, 3' 14' 0' 14' 0' Standard5' 3' 5' 7' 7' 0' 7' 6' 9' 5' t0' 2' 11' 0' 11' 9' 14' 0'14' 0' SPF #1 / #2 7' 11' 8'2'9' 4' 9'8'l0' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4 7' 7' 8' 1' 9' 2' 9' 6' 10, Il' 11' 5' 1 14' 0' 14' 0' 14' 0' 14' 0' U O F Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' #1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' li' 2' it, 8' 14' 0' 14' 0' 14' 0' 14' 0' X d #2 4' 8' 7' 11' 6' 2' 9' 4' 9' 8' Il' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10, 7' 3' 9' 1' 9' 7' 11' 0' It, 6' 14' 0' 140' 14' 0' 14' 0' D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' il' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' c--1 standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10' Si' Il' 5' 12, B. 13' 7' 14' 0' 14' 0' About j� able Truss Diagonal brace option, vertical length may be doubled when diagonal 18' brace Is used. Connect ! L diagonal brace for 690# nt each end. Max web Brace total length Is 14'. (g4�- 2x6 DF-L #2 or `better diagonal r 1 I Vertical length shown bracer single 8' NE In table above.or double cut L 1 (asshown) at upper end. Connect diagon at I 41 41 ' Refer to chart above for midpoint of vertical we., oVNINGlaw READ NO FOLLOW ALL enTES ON THIS DRAWINrs rLPNISN THIS DRAVIM TO ALL CO7TRACTIats INCLUDING THE INSTALLERS. —IMPORTANT ..A `.1 Trusses requlre e.treme are In fabrknting, handling, sWpplg, installing and brnteg. Refer to and follow the latest edtion of RCSI (-king Conponant Safety Information, by TPI and SBCA) for safety proctkes prior to performing these functions. L.stnll.rs shall provide tenporory bracing per BCSL `� V ` C Unless noted otherwise, top chord shall have property attached structure( sheathing and bottom chord shall have properly attached 12SW selling. Loentions shown far pernnneM lateral restrdnt of •ebs Apply plates to each fore shall tracing installed per sections nt 1110, s ply Pt. . - unless note. above the J D t s, unless noted of Lrhav and position all horn nboI and an the Joint truss II`Ii,�I11Ji_J�1 Refer to drawings 16DA-2 for standard plate positions, _ _ Alpha, a division of ITV BWltling Components Group ]ne shalt not be responslble for any d-latbn from tfils aying�nn)tfsPurr-to-bWld-the_ icuss_lo_Lonfornance .Ith ANSI/TPI 1, or for hondlNg, shipping. Installation - bracinds A seal on qdrowha or cover page Listing this drawing, Indicates acceptance of M'a essiam rC nn-{rTiV:i�MM - eng =tmg responsa,0lty solely for the d,- shown The suitability and use of thk drawYg fa' orry stryCfurB Ls She responsDx(lty of the B oft Designer' per ANST/TPI I SecZ r 1338fl Lake/Toni Drive 1338 Far more information see this general notes page area these web sites, City, M063045 EarhALPINE. ,fob's w.w.olnln.1taxa I TPI. ww..tDh t.arbj SECA, ..w.sbcindustryarg) ICC.wwwlccsaf... 0 ENSF Bracing Group Species and Gradesi Group AI S ruse -Pine -Fir Hem -Fir #1 / 02 Standard #2 Stud #3 Stud #3 Standard Dou tas Fir -Larch Southern Pinexrx 03 #3 Stud Stud Standard Standard Group Bi Hem -Fir III a Br #1 Dou (as Fir -Larch Southern Plnerxr at #1 #2 02 ]x4 Braces shall be SRB (Stress -Rated Board). rrFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. LNQble i russ 1feSall NO'Ce SI 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. Attach 'L' braces with 10d (0.128'x3.0' min) malls. )K For <1) 'L' bracer space molls at 2' ac. In 18, end zones and 4' ac. between zones. )K)KFor (2) 'L' braces. space nalls at 3' o.c. In 18' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of BOY of web member length. Gable Vertical Plate Sizes Vertical Len th No Splice Less than 4. 0' 2X4 Greater than 4' 0', but 4x4 less than 12' 0' + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail, REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 / // Y3 Ct F MAX, TOT. LD, 60 PSF MAX. 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Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1,0. Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide dlagonal 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. detall Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xx Refer to Enalneer's sealed truss d-1— drawlna for oInnvback and base truss soeciflcatlons. Detail A I Purlin Spacing = 24' o,c, or less t2 Up to 12 4' 2' 2' AurLin Spacing = 24' o.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 nailed to all top chord purlln bracing with (2) 16d box nails (0.135'x3,5') and secure top chord with 2x4 ri3 grade scab <1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c, 12 Attach purlln bracing to the flat top chord using a minimum of (2) 16d box nails (0.135'x3.5'). Up to 12 V I I I I \\ LT'ol\\ I I \\ / I I I I \ Purlin Spacing > p(/24' o.c, max Chord Scob (Typical Each End) Chord Flnt top chord purUns required at Depth both ends, purlln spacing > 24' o,c, Note. If purlins or sheathing are not specified on the flat top of the base truss, purlins must be Installed at 24' D.C. max. and use Detall A. wwWARNDX3ww READ AND FOLLOW ALL NOTES ON THIS DRAWIMta ■■IIIPONTANT.. fveaSN THIS DRAWING TO ALL CONTRACTORS MMUDING THE INSTALLER& °� P Trusses require ewtrenr care M fabricating, handling, sHppMB, MstnUing and brocira. Refer to and Follow the latest edition of SCSI tHuHdk,g Component Safety Infornatlon, by TPI and SBCA) for safety C1 pwetkes prior to parfornMg these functions. Installers chalt provkie tanporaryy bracing per BCSL Unless noted othorwlsr, top chord hall have property nttvchod structural shenfNng and b.A chord shall have a properly attached Mgld celling. locations shown for pernanent lateral restraint of vws shall have and p.st MSWlletl per above sections the J or Details, as -A..abla• Apply plates to each fneo — Ili of truss and bracing Inn all shown nbovr and on the Joint 1110,a aMess le. A othrrvte Ise. _ Refer to dravMgs 16DA-Z for standard plate positlons. M Al' a mvlslon of ITW BuilddiMngg Conponvnts Grroouupp Inc shalt not be responsible for any deviation iron ( i A I^�O?MPANY thiZdolFLng, any faDure to buttd the trvss In mnfornance with ANSLTPf 1, ar for handUr.a, shlppMa, Mstaltaibn-6�rrn A sent m this drawMa or cover poet ltstMg tMz drawMg, tndlcata8 nccep a ot^profE... — _ — d _.. eeerM�re e:ponwmuty :olNy for trw deswn sno.m n r sWtab ucr nma a of ttus drawMg s° for any s Is the responstfslty of the Busdl.xi Designer• per ANSI/TPI I Seel �+4 p Lakefront Drive E.,Ih Far more Mforlation see this ,Job's general notes page and these web sites, EaAh City, MO 63046 ALPIND ►wwaloheitv.eom. TPA www.toinskoraa SSC& wwwsbdridustrv.orai ICG wvwlccsaFearo ffer ' Piggyback cap truss slant nailed to all top chord purlln bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of SOd box nails (0.128'x3') at 4' o.c. Attach purlln bracing to the Flat top chord using (2) 16d box nails (0,1351x3.51). The top chord ri3 grade 2x4 scab may be replaced with either of the followings (1) 3X8 Trulox plate attached with <W 0,120'xl.375' nails, (4) Into cap TC & (4) Into base truss TC or <0 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'x1.375' nails. Notes 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 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c, with (4) 0.120'x1,375' nails Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated. Gusset B'x8'x7/16' <min) APA rated sheathng gussets (each face). Attach 8 8' o.c. with (8) bd 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 rig, full chord depth scabs (each face), Attach 2 8' o.c. with (6) 10d box nails (0.128'x3') Per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. front to back faces. 28PB Wave Ploovback Plate One 28PB wave pigggyback plate to each face e 8' o.c. Attach {eeth to piggyback at time of fabrication, Attach to supporting truss with (4) 0.120'x1.375' nails per face per ply, ck Piggyback plates may be staggered 4' o.c. front to bafaces. or iNA1 ctlla� ��`` SPACING 24,0- REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 -�_ - - -- - -CLR----- R-ei-n-f_-o=r=�c--i This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design .but an alternative web reinforcement method Is desired, Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative, For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(V T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, <X Center scab on wide face of web. Apply (1) scab to each face of web, T-Reinforcement Or T-Reinf. L-Reinforcerlenti or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3,0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. T-Reinf, L-Reinf, Scab Reinf orcement: Apply scab(s) to wide face of web, No more than (1) scab per face. Attach with 10d (0,128'x3,0',m1n) nalls at 6' o.c. Reinforcing member Is a minimum 80% of web member length, Scab Reinf. d �� AN TNQOMPANY t3389 Lakefront Drive Faith City. f o t Ddrt. —VARN)Nlgo KM NO f°J-Dv ALL M= w T10S DR VDQ "D(P RTAHT= fUR)t18N TIM DRAV= TD � aNTMMRS MMLIUM TIE II1STAi UR& Trusses require extra.. care in f.brkating, liarasing, shipping, lAstaLUng and brat Refer to and folio. the :.fist etliilan of HCSI (BuUrsng Corponent SnfetY InForrwtbn, by TPI ontllCA) far safety practicac prbr to parforning these functions. Installers shot: pro 1d. tenpornry bracing per HCSL Unless rated otherwise, top chord shall new properly attached structural shentWng and bottom chard shall Imve n properly nttoch.1 NCC 1 celUnp. 23, Bans sham for perrment lnterol restraint of aces dull haw Mntlng InsWtied par BCSI serttonr H3, H7 or Blg, as applknble. Apply pintas to each Face of truss and position as shorn above and on the Joint Detats, taae65 noted otherwise. Refer to drawings 16OA-Z for standard plate positions. awti., a cpvtdan of ITV Buldng Components Group Ina shau mat be respondble for any devatbn iron this dradng, my 11,7 to I'Ad the truss H confornance dth ANSI/TPI 1, or for handling, shipptr g, Installation 6 hradng f trusses. A scat an this d-.ft or cover pngc listing this drnaNg, bdlcntes ncceptanaa oP tsslanal e p raspons ti .Meta for tf a d"4p shaan. The sultabdlty and tire, of thisewhg Far my�s+ivcttae Is tha respam691ty of the &,6dhg Designer per ANSI/TPI I Seca. For rare Information see this Job'. general notes page and these eb site., ALPM. wwe.minatw.eo.t TPI. w...talm.tara, seta ....wclnde.tre.arai Ice"...Jer.afanrn .� ��EL. .9N •,, �� / ��� A� A- ` \GE —_ .'/r g sq �{ l T ' 'p /4� i t /Q, `p6nn 1 ®tom fie,. t /�I.... na\�9S . a� TC LL PSF TC DL PSF C DL PSF �C LL PSF EMT, LD. PSF REF CLR Subst. DATE 10�01/14 DRWG BRCLBSUB1014 DUR, FAC. SPACING Cracked or Broken Member Repair Detail Load Duration = 07 This drawing specifies repairs for a truss with broken chord Member forces tray be increased for Duration of Load or web member. This design Is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (U = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face, Minimum side member length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel. Nall Into 2x4 members usng two (2) rows at 4' o,c„ rows staggered, Nall Into 2x6 members using three (3) rows at 4' o,c., rows staggered. Nail using 10d box or gun naps (0,128101, 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 toads. S L L 4' o,c Typical ~ + o + o + o + o o + o + o + o + --1 2' 1— Stagger + = Back Face lOd Box (0,128' x 3', min) Naltsi O = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Stoqqered Nail Spacing Detail Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 r 24 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 r 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 r 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# ovARNINGtow READ AND FOLLOW ALL NOTES IN THIS DRAWING! • - �e" K- WORTANTo FUNSH ONUS DRAWING TO ALL CONTRACTORS IMXUDM THE INSTALLERS. [( Trusses rwquW xtrena carom M Pabrkating, handling, shipping, installing and brackV Refer to and �"'VLF ratio+ the latest edtlon of BC SI (Hu ng Cornw,,t Safety Infornotion, by TPI and SECA) for safety ll practices prior to performing these f_Ctlans. Installers shalt provlde temporary bratlng per, BCSI No, Unless noted otherwise, top chord shall have properly attached rtructural shenthlno and bottan chord shall have a properly attached rigid ce0.Mg. Locations shown for permanent lateral restraint of webs F7 shall haw brad Installed per BCSI sections 33, B7 or 910, s palkable. Apply plates to each face d l I II�JJ� of truss and rNjtlon as shown above and on the Joint Befalls, unless naiad otherwise. ��— Refer to drawMgs 16OA-Z for standard plate positions. $ rz OF _qu_rtW Mss Alpine a division of ITW BWldh Components Group Ina shall not be responsible for any deviation from RAM s draaMgra a o f xnn cw wfih=ANSITFP - p.^ Mstallnibn L brad this ng of trusses.®f plafeslanal/�� Aengy+sePoing responshilltgy salNy far Me design shown Tthis he sWtabMy aindicates M uss of othis ddra" ���i�( �1 0R, For airy structwe Ls the responsmiUty of the Bu0.a0ng Designer per ANSI/fPI 1 Sec2 'r4 p�'�i C �, tesr Earth City, M063045 ALPINE werataineltv.— TPIv .tolA� this stara13389 Lakefront Drpve Is i SBCA, w1m.loceneral notes ndustrydM NCO "we and the,se web llccsaFeaM ,rA'fftflVfif, rr6r111,%%% Nlnlnun L Distance SPACING 24.0' EF MEMBER REPAIR ATE 10/01/14 RWG REPCHRD1014 STANDARD-B❑TT 4L p. pC MAX. _ LENGTH TOTRIM ILLER I 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' O.C. MAX., OR SEE NEXT OPTION, — IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR — 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD 0' MAX. PANEL LENGTH). APPLY REQUIRED BRACING <SEE BELOW). — ❑PTI❑NAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES <❑R FLAT BOTTOM CHORD SECTIONS OF A TRUSS), xLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATI❑NS, ETC. IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O.C. FOR A SINGLE —PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING—AND—IOP_SF__MAX, CEILING L❑AD„ WITH THE EXCEPTI0NS i USE THIS DETAIL FORT ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS), :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 SECTI❑NS OF A TRUSS. NOTEt 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 M❑DIFICATI❑N, 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 BLD MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND 8d NAILS (0,113x2,5') @ 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. — VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0120') xi,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 <ONE FACE ONLY). _. WARS READ AND FOUJ3W ALL NOM ON n= DRI VM ���`-``Ct- IVIA 1111 REF BC FILLER w■IIIP�tT■MITn rURI 2 TIM BRAWM m ALL CONTpWMS INCLUDING nE aur&MM Trusses require ewtrene care In fabricating, handling, shipping, Installtrw and bracho. Refer to and Grp, DATE 10/Ol/14 follow the latest etlltlon of BCSI (Building Component Sofety (nfornntion, y TP[ and SBCA) for safety S pr cucws prior to perPorming these f—ctlons. Instntlers shall provide teed y bracing par BCSL UNess noud oth—le., top chord Stall, have property attached structu % sheathing and button chord N DRWG REPBCFIL1014 r shall have a property attached rigid ceM1ing. Loeall d shown For pernonent taterat restrolnt of webs a �p� .1 t have brn[bsi Installed per above sections tin J or BIg, as opplk no Apply rwise. to each face J of trots nrvi ppuos, 16 ae Chown andar and to the Jobnt DetoRe, uses noted otherwise. fi Refer to droshgs t60A-Z for standard plate positions. Alpine, a division of rTV Building Cmponants GroLp ina sing not be responsible for any deviation fr S A d E �F ANRWC�MPINY this drawing, any Fnft, to build the truss In conformance with ANSI/TPI t, or for handtig, shipping, 10 �. hstallotbn & bracing of trusses, A seal on this drawing or cover page Ustbg this drawing, b,mcates acceptance of professional '-.'per —& responsbI solely far the design shown. The aAtnbWty and use of this drawg y � \ w 13369 Lakefront Orive for any hi Nw resporisb ity of the Bk&ding Design— per ANSt/IPI 1 Sec2 Eadh City, MO 63045 Far nere Infe metlan see this Job's general notes page and these web sites, R � q�pey�,�Viv� ALPRW, wwwAtainelt-ni TPI, www.tolnst.- SBUv www.wbclnd tin ICO wwwJO afeAra 14x NJ AL 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 dean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1,00, Minimum 2X4 scab, sane grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128'x3.0', min) naps at 8' o.c. plus clusters of four nails where shown In figure below <), NOTE: #2 is the minimum lumber grade allowed for all species. NOTE; Add 210# uplift (max,) to reported truss uplift for wall connections, oVARNING.. READ AND FDILOV ALL KlnM ON THIS DRAWM wwOPORTANT+s FZIMM n= DRAWM N ALL CONO7ACTORS DICLMM TW WSTALLOM True— require ■trene care In fabrkating, handgng, shwIng, Instalft and brash& Refer to and l follow the latest edttbn of BCSI ®uadhg Component Sniety Informnilon, by TPI wd SBCA) For fety practices prior to performhD these functions, Installers shall provltle ta,poorraerryy bratlnR per BCSL Urdess noted otherwise, top chord shall have properly attached structural wheethng and bottom chord r shop hove n properly oSWched rigid ce0.tnp. Lnmtans shorn for permanent tnterol restr tnt of webs _ shall hove and si Installed per BCSL sections BB, B7 or BID, lls unless Apply proles to each face of truss aM poslMon as chom above and On the Joht Detals, ecs noted otherwise. n _ Y Refer to drawings 16OA-Z for standard plate posltl.-. Nphe, o divlslon of 1TW Bufloing Components Grohs Inc. shall rat be responsible for my devlatlon from TOTAL TOP CHORD \�GENSF ��� ' LOAD NOT 40 TO EXCEPSF Na *!(DEAD PLUS LIVE) /S ATE OF ct- A seal on this drnwhg ar cover Page llstby this dros4p, 6dlcetes accept cr of professional g re solely for the design shown The suit bAlty and use of thb dra.hg ' \ �.� DUR. FAC, 1,15/1.25 Far any �strucMre is t}w rcsponsMlty of the MdAQ DOGpner per ANSI/TPI I Secz p�it` ��,A 6 Earth City. M0I Drive For nore Infornatlon see this Job's general mates pogo end these web sites, �gyFgi r01V1'tb� `t`�� ALPINFj www.elph¢Itw.con, TPIt www.tphst.org, SBCA, wvw.sbcindustryorg, ICG wwwlccsafe.org yif„ �tttt SPACING 24' !illtl'f115` r REF 2X4 SCAB OR DATE 10/01/14 DRWG ❑HSCB2X41014 I EJ o End Jack EJ W O 12 VARIES OPTIONAL (2) 16d TOE NAILS SCISSORS BOTTOM CORD c N eveled Jack (BJ) a J (BJ) m Ca v W �fJ (2) 16d TOE NAILS m a_ CONNECTION DETAIL 8-0-0 MAX. SPAN (BJ) v (2) 16d GUN NAILS I m FOR EACH LOCATION TYPICAL END JACK (EJ) SHOWN TOP & BOTTOM N.T.S. I m� 2x4 SYP Nailer 16" Long j ! Goc�L�' 6'-0" MAX. Top & Bottom use 16d s fro Nails 4" O.C. staggered I I TYPICAL CORNER SET LAYOUT i j N.T.S. 4 OPTIONAL WEB CONRGURATION 12 VARIES (4) 16d NAILS See Connection Detail 12 VARIES (4) 16d NAILS See Connection Detail OPf10NAL WEB CONFlCURATION � 3X4 1 (4) 16d NAILS s See Connection Detail 11-3-12 MAX. SPAN 111-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) TYPICAL CORNER JACK (CJ) N.T.S. N.T.S. TYPICAL CORNER SET INSTALLATION �y5�b°°aasar�ea� TYPICAL LADING (P.S.F.) a����P .�� G�E IV S ��� ,✓ ME- SHINGLES: TOP LIVE LOAD:3 z0 20 e MANUEL MARTINEZ, P.E. TOP DEAD LOAD; 0 15 7 •• •° BOTTOM DEAD LOAD: 10 10> TOTAL: I 45 37 m FLORIDA REGISTERED ENGINEER STRESS !INC. 1.25 1.25 Ell: LICENSE # PE 47182 WIND DESIGN: M' X. 160 MPH PER STATE OF ASCE 7-10 MAX. 24" O.C. ®O •. ••�: I os •, C O Q:•'��es "WARNING" Read & Follow all notes on this drawing. � Furnish this drawing to all `ontractors including the installers.SRO "°•L�\ % i ��=AAAOl�