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HomeMy WebLinkAboutTRUSSSCANNED BY -Icie cow RANEY COMPONENTS Tey 19900 Independence Blvd. Groveland, FI 34736 DlilpOJICi71S, ttG one: (352)429-9429 * (352)429-0304 * Fax: (352)429-7429 Jq,p Information. Address: custo IerName: Creekside Lot53 DR rton 8724 Cobblestone Dr ' Descri 4EA don: Aria "D" City, state, zip: Fort Pierce, Fl- Cover Sheet Order # JOB # 36CS00053 Printed: Tue, May 29 2018 FOR Name and License Number: Roo! �Ipads: Floor Loads: TC L! TC Dead: BC Live: BC Dead: TC Live., TC Dead: BC Live: BC Dead., 0 7 0 10 0 0 0 0 Bldg.! de: Wind Sid: W/nd Speed: Bldg. Useage: Bullding Type: W/nd Type: FBC 017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages' or sheets covered by this seal from: 1 thru 27 Total 27 #I DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 AtA 3 A2 4 A3 A4 6 A5 7 A6 8 A613 A7 10 A7D 11 A8 12 ASD 1 D1 14 D1GB 15 E1GE 16 MV1 i MV2 18 EJ7D 19 EJ7 20 EJ7A 2 13J513 22 13J5 23 BJ3D 24 BJ3 2, Bit 26 CJ7 27 CJ7A I �y Digitally signed by Manuel Martinez n u e l DN: c=US, o=ldenTrust ACES Business .��� �? Representative, ou=M AND E ASSOCIATES �Fi+" �•' PA.,cn=ManuelMartinez, d% 0.9.2342.19200300.100.1.1=A0109800000 • Date4CE 960000211E No 04710s "D 2018.05.2910:32:46-04'00' lin ez Adobe Acrobat DC version: e 2015.00630418 VW - STATE a, W 40 01 5A38 FF 56 E i 80 i3BTF ills 00 99 2E 95 FB *h zsa9wz1.d'hy P.:aa ,.i toruncs, s"£I,�L. i[c..e�TaiH3.(aneaa�*a�.snavrs acce�a,�a sx&�3 zrx�zata:aa¢xtde. artatcd ccS.asrdfL d�t:zrcrt�m eat caamaidramd s1gevezi'.�d smzkid zaad the 5t�izs3'henirsaSic�sc�ten�:.tt�razrifar•C rsz a�ye9�tmrsk caaylna FILE culay Page 1 of 1 a Job Number: 36CS00053 Ply: 1 SEQN: 668002 / T8 / COMN 4EA13 Aria "D" /DR Horton /4EAB Aria "D" City: 7 FROM: AH DRW: Truss Label: Al Wgt: 224.0 lbs .. / ... 05129/2018 6'4°9 f7'10� 14'48 24'3"7 } 30'9°7 32'3 38'8" ; 6'4°9 1'6" 65"15 4'11"8 4'11'7 ° 6'6" 1'6" 6'4"8 F-sxs SEAT PLATE REQ. SEAT PLATE REQ_ 38'8" �1'T 13 59"3 2'1" 5'3" 52"15 _i_ 2'1"1 i_ 5'9'4 6'2"12 1' 6'2"13t3 12' } 1419 '1"� '4" + 24'6"15 26'B' 32'S"4 + 38'8• Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II 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 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (lbs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL B 1606 1692 1936 / - / 433 Pf. NA Ce: NA VERT(LL): 0.176 N 999 240 Lu: NA Cs: NA VERT(TL): 0.454 N 999 180 J 1606 1692 / 936 / - . / - Snow Duration: NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS HORZ(TL): 0.132 L - - Creep Factor. 2.0 B Min Brg Width Req = 1.9 J Min Brg Width Req = 1.9 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.647 Bearings B & J are a rigid surface. TPI Std: 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)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per I Plate Type(s): Chords Tens.Comp. Chords VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G B - C 1449 -2955 G - H WAVE C - D 1183 -2359 H -1 D-E 1210 -2320 I-J E-F 1089 -1841 J-K No 047482 STATE 40 01 SASS FF 55 81. 80 B3 7F 48 00 99 2E 85 FB Ttdsircrnly tszenaktlr js nadandx IddbyiAawomarmar, ?i: �, iYc.C<TTS82tari tttc dasc atraaxs ai?4).TID ap.2ag asN� a aui;pemtica'ks5sscadr» e-tbleder.¢aaa afsha5sdmxa=aamvaaazW6mad and=.bd and 2hez,.i".A:k axeMfeMiza3%+Aead¢ms>stld rksi M=VdCdMrk. rmcim.. Maximum Bot Chord Forces Per Chords Tens.Comp. Chords B - R 2583 -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 (lbs) 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 qquire extreme care in fabricating, handling , shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI an r7 SBCA) for safety practices pnor 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 pid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 610, le. ADDTV plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to a division of ITW Buildingp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSII fPI 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 ie of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. I W 8.0 8.0 089 -1841 210 -2320 183 -2359 449 -2956 27 0 - 786 -1159 -1159 -1159 -757 -164 -605 -6 Job Num er: 36CS00053 Ply: 1 SEQN: 668004 / T28 / COMN 4EAB Ari��a"D" /DR Horton MEAB Aria "D" Qty: 2 FROM: AH DRW: Truss Label: A1A Wgt 260.4 Ibs / ... 05/291201B I 19'4" 24uu'3"9 Fri {g 1 r 61 5 �2 6'G414 i 3'S"12 i 11 31"13 r 3 125"7 6'48 { `•HriXri 630 M4X6 ae6X10 m2X4 It2X4 ®5X10 a4X6 1123(4 SEAT PLATE REQ. SEAT PLATE REQ. 1' 6'2°1313 F 6'2' 3 22°12 35°4 12' 14'2"1 16' 3' 3'5'S 2'2°5'9'4 6'2°12 1' 21' 24'S"5 26'6°11 32'S 4 38'8° Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Lot- R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.187 Q 999 240 B 1523 / 691 1935 / - / 433 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.514 Q 999 180 L 1523 / 691 1936 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.096 N - - Wind reactions based on MWFRS Des Lit; 137.00 EXP: C HORZ L 0.179 N - - R )� B Min Br Width Re 1.8 9 q NCBCL 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 P L Min Brg Width Req = 1.8 . Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.597 ri ean Bs B & L are a rigid surface. 9 Load D tion: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.598 Bearings B & L require a seat plate. Spacin' G 24.0 " C&C Dist a: 3.87 It Rep Factors Used: Yes Max Web CSI: 0.850 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 1396 -2307 Lumbei B - C 1445 -2779 H - I 1364 -2394 -2131 Tap chdild 2x4 SP #1 Bot cho 2x4 SP #1 D - E 1205 -2130 J - K 1117785 -2168 Webs 2 4 SP #3 E - F 1348 -2343 K - L 1445 -2779 F- G 1359 - 2247 L- M 27 0 (a) Con I nuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) membe ' Or 1x4 "T" reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp. web mc I ber. Same species & SRB grade or better, attache with 8d Box or Gun (0.113"x2.5",min.)nails o B - W 2427 -1151 R - P 12 -6 6" o rah W - V 2424 -1151 P - O 2424 -1157 • -` y' . V - U 2424 -1151 O - N 2424 -1157 WinU-T 11 -5 N-L 2427 -1157 Membe design based on both MWFRS and C&C. s S - Q 1848 -647 No 047102 d Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ W-C 282 -6 G-Q 941 -602 C-U 419 -618 Q-R 10 -1 U - E 296 - 729 Q - H 96 -18 U - S 2156 - 888 Q - 1 507 - 244 } E - S 282 -13 Q - P 2218 - 938 � F-S 105 -16 I-P 361 -844 S-T 22 -1 P-K 419 -617 S - G 908 -585 K - N 282 -6 40 01 5A 38 FF 55 8180 138 7F49 00 99 2E85 FB 11.•'it itemtraabem eMztroa3ra4 ps#geed wd naaIndby Mar-4 ard, a ?� fFL. tk.94711121 en Vic dasa 41Gvjn aiaarr wins a VA.], a�endtatxaiexsde. =Yatad errpenefthik sirkuw= armam mnsvdmad Aped me somad ante the ZFA 3 aVffiMtIQ4. A "a m.t Boa V=AW M=V aearaak taytas. —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Busse require extreme care in fabricatingp handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building _ompo engt Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary rrBfeil 'racing ber BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly Atachett rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, �m ao�rents txz 3s appli, . ble. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Etefer to t irawings 160A-Z for standard plate positions. 4lpine, I division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the russ in onformance with ANSIIIPI 1, or for handling shipping, installation and bracing of trusses.A Seal on this drawing or cover page_ _ isting his drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability rnd u e of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. or more: nfonnation see this lob's general notes Doge and these web sites: ALPINE: vnvw.aloine hv.com: TPI: ww .minst.om: SBC/l wwwsbdndustrvsxxn ICC: www.iocsate.am Job Number: 36CS00053 Ply: 1 SEQN: 668000 / T7 / SPEC 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 2 FROM: AH DRW: Truss Label: A2 Wgt: 224.0 Ibs / ... 05/29/2018 6'4"9 7'10"B 14'4"8 19' + 24'3"7 + 30'9°7 +32'3°a 38'8" 6'4°9 1'6" 6'5"15 4'7°86'4°8 �5X6 F G ®3X4 03X4E 12 6 g3XG Q o 3X4C (a) (a) (a) %3X6 H L @3X4 'r 0 T(A2) B A (a) (a) J m4X6(A2) K I R Q P O N M L 1112X4 m4X6 m3X4 WX8 m3X4 WX6 W2X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" 1' 6'2'13 5'9"3 2'1" 1015"15 2'1°7 5'9"4 6'2"12 1' 6'2"13 12' 14'1° 24'6"15 26'8" 32'5"4 38'6" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.176 N 999 240 B 1606 / 684 / 934 / - / 427 / 6.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.454 N 999 180 J 1606 1684 1934 / - /- % 6.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.132 L - B Min Brg Width Req = 1.9 Noffit: 10.00 Mean Height: 15.00 ft Code J Misc Criteria CreepFactor: 2.0 J Min Brg Width Req = 1.9 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.647 Bearings B & J are a ri id surface. g g � Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.5B4 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.577 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Chords Tens.Comp. Chords Ply (Ibs) Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 068 -1841 Lumber B - C 1429 -2955 G - H 190 -2320 �163 C - D 1163 -2359 H - I -2359 Top chord 2x4 SP #1 D - E 1190 -23M I - J i4l30 -2956 Bop chord 2x4 SP #1 E - F 1068 -1841 J - K 27 0 Webs 2x4 SP #3 Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tgns. Comp. member. Or 1x4'T" reinforcement. 80% length of I � web member_ Same species & SRB grade or better, B - R 258R - Q 2580 -1137 O - N-1137 N - M 2008 --1144 144 attached with Bd Box or Gun (0.113"x2.5",min.)nails � ¢I MA 2581 @ 6" oc. 4f Q P 2580 -1137 M - L 2581 -1144 eme hem • P -0 2008 Loading -744 L - J 2584 -1144 axe Truss passed check for 20 psf additional bottom 'rs Maximum Web Forces Per Ply (Ibs) chord live load in areas with 42"-hi h x 24"-wide 0 g Webs Tens.Comp. Webs T ns. Comp. clearance. ; w R- C 278 - 5 O- G �92 - 756 Wind tern * C-P 419 -604 G-N 4� -164 ' a P - E 460 -164 N - I 420 - 604 Member design based on both MWFRS and C&C. f *` e E - O 492 -754 I - L 278 -5 ate' O - F 1370 -768 GERALA 40 01y5��A�LS��8� F�F 55 s�.13'ti,.,BB 7f 48 00 992E &5 FB V1h atCRi�tS3:S:£ CIC ii nCdatnls 1.d by Uw4.4rQatttrtr3, PE CK. Ut .4471321 M 00 &tt sbatvttAba n te' Sa SNA>E mataimnt3ta�saaadaa Frbud era eddik dsxtx A=,mtaut crwsAwod Apn and mlnd mad th2'm-*Aaa'ghen6=tiwwdtrnsssi br vv ifLd m wjdedmrsk cmins. —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 I Componengt Safety Information, b TPI ancTSBCA) toF safety practices prior to pertorming these functions. Installers shall provide tempos trney1 bracing�er BCSI., Unless noted oherwise,top chord shall have properly attached structural sheathinand bottom chord shall have a propei`y attache rigid ceilLng Locations shown for permanent lateral restraint of webs shall have bracing ins Iled per BCSI sections B3, 67 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. �2efer to 001 n� ts,,u 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 I... in conformance with ANSI! fPI 1, or for handling shipping, installation and bracing of frusses.A seal on this drawing or cover page_ listing this drawingg indicates acceptance of professionR engineering responsibility solely for the design shown. The suitability, and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job NumPer: 36CS00053 4EAB P4a "D" /DR Horton /4EAB Aria "D" Truss La el: A3 I M F m m4X6 3i 4 I Wgt 236.6 Ibs I FROM: AH 998 / T6 !HIPS I DRW:/ 0512912018 i r 6Tr12T "8 30'917_38'8 64 107 4149 4" %5X6(R) m6X6 F G N2X4 �U I �U6 aU8 m3X4 e3X6 a3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" _ i �1+ • '" 11'11''�f 1Lf �3'J . 5Y0"3+ 6213 1_75N i 463 3T11112 2163Z5"3 388 2 r267 � Loading(Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# LOG R I U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.157 P 999 240 B 1562 1695 / 940 / - 1385 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.413 P 999 180 K 1566 1695 1940 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS EXP: C HORZ L 0.123 M - - B Min Big Width Req = 1.8 Des CLLd:10.00 Mean Height: 15.00 ft �) K Min Br Width Re 1.8 NCBCL 10.00 Code I Misc Criteria Creep Factor. 2.0 9 q = TCDL: 4.2 psf Bearings B & K are a rigid surface. Soffit: 2.00 Bldg Cade: FBC 2017 RES Max TC CSI: 0.372 BCDL: 5.0 psf Bearings B & K require a seat plate. Load DL i ation: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.454 Spacing 124.0 " C&C Dist a: 3.87 fit 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 1218 -1969 Lumber B - C 1499 -2833 H - 1 1345 -2347 Top chd 2x4 SP #1 C - D 1326 -2377 I - J 1326 -2386 D - E 1344 - 2338 J - K 1500 - 2842 Bot cho 2x4 SP #1 Webs2$SP#3 E-F 1213-1K-L 27 0 F - G 1153 -169697 Bracing (a) Contuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member�Or 1x4 " P" reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp. web me ber Same species & SRB grade or better, B - T 2468 -1194 P - O 2055 -953 attache' I with 8d Box or Gun (0.113"12.5",min.)nails a T - S 2466 -1194 O - N 2055 -953 6"oca� S - R 2047 -924 N - M 2474 -1221 Loa din �4 R - Q 2047 -924 M - K 2476 -1221 Truss p [red check for 20 psf additional bottom ) Q - P 1702 - 702 chord li oad in areas with 42"-high x 24"-wide .' clearan' Maximum Web Forces Per Ply (Ibs) _ Webs Tens.Comp. Webs Tens. Camp. Wind Membei design based on both MWFRS and C&C.� T - C 230 -6 G - P 619 -331 SOT v C - S 322 -465 P - H 416 - 584 S - E 389 -159 H - N 3138 -160 E - Q 415 - 585 N - J 322 - 464 F-Q 596 -343 J-M 230 -8 Q - G 227 - 221 4001SA.38FF5581.80BB7F4800992E95F0 ' � 38a1cd¢a� iaa.8sm�z5e�ps&3a�sd a taw [rpi rr MtarRGnss; P£(FL.Lk. NTIN21 "the d2w sjlasm abw 1wilsa 5HAL ten�saaaeasfe_ �¢atu3 sa�iazat'aci¢x �m mr,¢cs�s33iraei3 z�ermm:xxad ssalmsff aiad the asi.'%'»Paa.3PaaiRitaA&SS& *1tna tkmmifWM=Vd0C1,._- tmrios. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS rrussesi qquire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building 3ompon nt Safety Information, byy TPI ancd'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary �trreY Gracing r BCSI.. Unless noted opthenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attache 'gqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, omtrerrt4ur as appl!' 15 Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. )2efer to F drawing 160A-Z for standard plate positions. 4lpine, a ivision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the buss !n nformance with ANSI PI 1, or for handling shipping, installation and bracing of tivsses.A seal on this drawing or cover page_ listing t s drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and us', of this drawing for any structure is tare responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job 4EAB Aria" D 8 DR Horton MEAB Aria "D" I Qty: I FROM: AH 995 / T5 /HIPS DRW. Truss Label: A4 253.4 Ibs / ... 05/29/2018 i_ 6'4"9 T10°a 12'47 15' 19'4" �_ 23'8" 26'3"9 �_ 30'9°7 i32'3"�7 6,4.9 {'1,6•P4 i' 2'7"9 4,4• 'r 4,4. 2,.y 4,5.14 T1,6° 6'4"y '1 12 6 »4X6(A2) 37 A/ 1112X4 M5X6 F_v, G H 1 N, 3X4 'Z13X6 J K03X4 v 1112X4 SEAT PLATE REQ. 1' 6'2"13 5'10"2 6'2"13 12'0"15 U T S R Q P O =3X4 m3X6=3X4 m3X8 a3X4=3X6=3X4 38'8" 1'11" 4'4' 4'4" 1' 1 19'4" 23'8" 24' "1'11 H 26 N IO2X4 SEAT PLATE REQ. 5'10"2 6'2"13 1' 32'S"3 38'8" j Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) j TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.148 G 999 240 B 1523 / 697 1938 ! - 1345 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.407 G 999 180 L 1523 1697 /938 / - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.063 N - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.118 N - - R )= B Min Br Width Re 1.8 9 q = 1 NCBCLL: 10.00 Mean Height: 15.00 It Code / Misc Criteria Cree . p Factor2.0 L Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.381 Bearings B & L are a rigid surface. 9 Load Duration: 1.25 BCDL: 5.0 sf p MWFRS Parallel Dist: D to h!2 TPI Std: 2014 Max BC CSI: 0.439 Bearings B & L require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.473 Mfg Specified Camber: 1 Maximum Top Chord Forces Per PI�r 4lb Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tgns. GCpi: 0.18 Plate Type,(s): i Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G'- H 272 Lumber B - C 1525 -2751 H - I 336 C - D 1358 -2288 1- J 1377 To chord 2x4 SP #1 p D- E 1377 -2249 J- K 1358 Bot chord 2x4 SP #1 E-F 1336 K-L 1525 Webs2x4SP#3 F- G 1272272 -1&%856 L- M j 27 Wind Member design based on both MWFRS and C&C. 40 01 SA39 FF5881.110BBiF4800992€85FB a�:.TtitnnhuaiiC€.f&ciezlraa3ss�5tz�nn� aaxtl.:exlad6y Ntas�ia4?arttra ien�Ca3s9a. Ys�tadrs daseertAis dcxu •raet mm matexs3xi a9%4n&d=iss.W mr°E Uzradfi�d mmy4caMrk rasim Maximum Bot Chord Forces Per Chords Tens.Comp. Chords B - V 2395 -1227 R - Q V - U 2393 -1227 Q - P U - T 1965 - 949 P - O T-S 1965 -949 O-N S - R 1754 - 789 N - L Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs T V-C 235 -6 R-H C - U 327 -475 Q -1 U-E Y% -161 H-Q E-S 404 -529 1-0 F-S 545 -372 O-K F-R 262 -169 K-N G - R 224 - 258 -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anr7'SBCA) 4 safety practices prior to performing these functions. Installers shall provide temposrrVV BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefy lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, i e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of TPI 1; or for h acceptance any structure ilure to build the or cover page . The suitability -1856 - 2009 -2249 -2288 -2751 0 - 818 -979 -979 -1256 -1256 -169 -529 -372 -161 -475 -8 d17 . atNj�j.Vents, tic , Job Numtier• 36CS00053 Ply: 1 SEQN: 667993 / T4 / HIPS 4EAB Ari ND" /DR Horton MEAB Aria "D" Qty: 2 FROM: AH DRW: Truss Lal�l: A5 Wgt: 212.8 Ibs .. / ... 05/2912018 6'4'9 6'4"9 13' + + 3'37 77 1694465486"7 i A'89 _I =5X8 102X4 D E =5 F G �3X4 fo F H-4X6(A2) V I —I P O N M L K J 112X4 �4X6�3X4 =3X8-3X4=4X6 1112X4 I SEAT PLATE REQ. SEAT PLATE REQ. 387 I 1' 6'2"13 5'9"3 1' 6'4" 6'4" 1' 5'9"3 6'2"13 12' 13 19'4" 25'8" 26' " 32'5"3 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R 1 U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.182 E 999 240 B 1616 1699 / 931 / - / 304 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.467 E 999 180 H 1616 / 699 1931 / - / - 16.0 Risk Category: II BCDL: 0.00 Snow Duration: NA HORZ(LL): 0.074 J - - Wind reactions based on MWFRS EXP. C HORZ L 0,131 J - - B Min Big Width Re 1.9 Des Ld: it;7.00 (T) 9 q — Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 1.9 NCBCLL; 0.00 P TCDL: 4.2 psf Bearings B & H are a rigid surface. BCDL: 5.0 Soffit: 2 00 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.443 P TPI Std: 2014 Max BC CSI: 0.573 Bearings B & H require a seat plate. Load Dur tion: 1.25 MWFRS Parallel Dist: D to h/2 Spacing: (4.0 " C&C Dist a: 3.87 It Rep Factors Used: Yes Max Web CSI: 0.555 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F 1430 -2366 Lumber I B - C 1572 -2952 F - G 1372 -2451 To chord 2x4 SP #1 C - D 1373 -2451 G - H 1572 -2953 P D- E 1430 - 2366 H -1 27 0 Bot chord 2x4 SIP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Loading Chords Tens.Comp. Chords Tens. Comp. Truss passed check for 20 psf additional bottom B - P 2576 -1273 M - L 2116 - 961 chord live oad in areas with 42"-high x 24"-wide clearanceP - O 25/3 -1273 L - K 2574 -1303 : k O - N 2573 -1273 K - J 2574 -1303 Wind ,N - M 2118 -931 J - H 2577 -1302 Member design based on both MWFRS and C&C.v .4 Maximum Web Forces Per Ply (Ibs) 47 Webs Tens.Comp. Webs Tens. Comp. 00 P-C 247 -4 M-F W6 -215 C - N 379 - 505 F - L 437 -171 D - N 437 -171 L - G 37B - 506 D - M 357 - 215 G - J 247 - 6 STAT F , _ E - M 272 -344 . .N "1 SERA. / 40 01 5AEF5691BO3B7F4800992E95FB rt';3zwdssalad by va min awax, � (�i.. tc.TZ82tera [,5� da4esAawn a6enrs u•.�g a sliA»fl sant�cataexaa, ?sued ccpiazmm$st� tifxFrm�9ts� arryt crna3ds^ied nax1 era$ ccaiarY aaao tt�.T2 ss�ettisa9araszala nk.t LsasrN�sf eat av�dc,trerY_ aa�los. -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! 1I IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses iquire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componerif Safety Information, byy TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing p r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachedpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, opt ro�re�rts,ur as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to J drawings OA-Z for standard plate positions. Alpine, a vision of ITW BuildinlgComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in cc formance with ANSI PI 1, or for handliA shipping, installation and bracing of tivsses.A seal on this drawing or cover page_ listing thi drawingg indicates acceptance of pro essana engineering responsibility solely for the design shown. The sui bihty and use f this drawing for any structure is the responsibility of the Building Designer per ANSl1TP11 Sec.2. Job Number: 36CS00053 4EAB Aria "D" /DR Horton MEAB Aria "D" Truss Label: A6 Ply: 1 Qty: 1 Wgt: 218.4 Ibs SEQN: 667991 ( T3 / HIPS FROM: AH DRW: / ... 05/29/2018 6'4"9 + 11' 16'6"1 `1 19'4" 1 221"131 27'8" 32'3"7 38'8" 6'4"9 4'7"7 5'61 2'9"15 2'9"13 5'6"3 4'7"7 + 6'4"9 m6X6 I112X4 m5X6 102X4 mm6X6 D E F G H 12 TT 6� o e,3X4C 3X4 a =4X6AA2) B 4K6(A2) 71 1 S R Q P O N M L 112X4 m3X4 =3X6 e°3X8 m3X8 =3X6 -3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" 1' 6'2"13 4'9"3 3' 2'6"1 6 "12 2'6"3 3' 4'9"3 62"13 1' 62"13 11' 14' 16'6"1 ZZ'1"13 24'8" 27'8" 32'5"3 38'8" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflfCSI 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 1 W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.178 F 999 240 B 1523 1701 / 918 / - / 263 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.487 F 999 180 J 1523 / 701 / P18 ! - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.066 L - - Wind reactions based on MWFRS Des Ld: 37.00 FRCP: C HORZ(TL): 0.124 L - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 P J Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 P sf Bldg Code: FBC 2017 RES Max TC CSI: 0.354 Bearings B & J are a rigid surface. g 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.447 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 it Rep Factors Used: Yes Max Web CSI: 0.409 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tins. Comp. I Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1601 -2472 Lumber B - C 1593 -2734 G - H 1601 -2472 Top chord 2x4 SP #1 C - D 1470 -2360 H -1 D - E 1601 -2472 I - J 1470 -23M 1592 -2734 Bot chord 2x4 SP 91 E - F 1601 -2472 J - K 127 0 Webs 2x4 SP #3 I Wind Maximum Bot Chord Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. j B - S 2377 -1286 O - N 2058 -1068 S - R M75 -12W N - M 7058 -1068 R-Q 2058 -1038 M-L Q P 2058 L J 2374 -1315 77 .°u - -1038 - P -0 2493 -1299 -1315 No "71 s Maximum Web Forces Per Ply (Ibs Webs Tens.Comp. Webs Tens. Comp_ Ir S-C 202 -8 F-O I85 -91 C - R 300 - 384 G - O D R 365 O H 230 -264 5W 368 m - -176 - - a� D - P 588 - 368 H - M 365 -176 E-P 230 -264 M-I P-F 86 -92 1-L 2.99 -384 202 -10 40 0138FF5B81.BOOR7F480099. 2E 95FS Vd% itemfuts}anexs ales/ :'nmdwd =lad by fA�" Wrtinee, FE(BL,t$c.6�TS82.{cmi t2�Catashaw�calxiva tam° ge5NTw1 �:ihentfxaa�saaa�ie. ewiatcd st�tfmsrarc}u� tivcvs�rant.ma aracxmmm�A sarFan9 sm�d W4E&4-,tit2 -dh.Atualiaaeaa¢must bdVMfiefM.WidCaMnic ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, byy TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy aiv bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppNfly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, ornranenfs ttr as applicable. Apply pplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. {tefer to drawings 160A-Z forstandard plate positions. Alpine, a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handlim shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI I Sec.2. For more information see this iob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA www.sbcindu .com; IM wwmic safe.o Job Numl%er: 36CS00053 Ply: 1 I SEQN: 668006 / T20 ! SPEC 4EAB Ad D" /DR Horton MEAB Aria "D" City: 1 FROM: AH DRW. Truss La11: A61) Wgt: 217.0 Ibs I. ... / ... 05/29/2018 6'4"8 7'10" 13'10" 16'8" 22'2" 27'8" 32'3"7 38'8" 6'4"8 1'S" I 6' 2'10" 5'6" 5.6" 477 E=5X6 --6X10(SRS) 102X4 =6X6 F G H 12 6 Tt SXB D 03X40 1 I3X4 r` o (a) u' X6(A2) B J m4K6(A2) g3 A S R Q P O N M L 192X4 =3X6 �4X10 012X4 w3X8 =3X6=3X4 112X4 SEAT PLATE REQ. SEAT PLATE REQ. :- 36'8" i 1' 6'2"12 59"4 1110" &4"4 4'6" 1' 49"3 6'2"13 1' 6'2"12 12' 1 1 2�1 t 12� 227' 26'8" 27' " 325"3 38'8" 16 1 "I ♦ Maximum Reactions Ibs Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria (Ibs) TCLL: 0.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.192 P 999 240 B 1523 1695 / 921 1- / 321 / 8.0 BOLL: 00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.528 P 999 180 J 1523 / 698 / 916 1- ! - / B.0 BCDL: �0.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.068 L - - Wind reactions based on MWFRS EXa C HORZ L 0.128 L - - B Min Br Width Re 1.8 Des Ld: 7.00 (T )= g q Mean Height: 15.00 ft J Min Br Width Re 1.8 NCBCLL: 0.00 Code / Misc Criteria Creep Factor. 2.0 9 TCDL: 4.2 psf Bearings B 8 J are a rigid surface. Soffit: I 00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.541 l p TPI Std: 2014 Max BC CSI: 0.557 Bearings B & J require a seat plate. Load Du on: 1.25 MWFRS Parallel Dist: D to h/2 Spacing: 0 " C&C Dist a: 3.87 it Rep Factors Used: Yes Max Web CSI: 0.960 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1645 -2484 Lumber B - C 1635 -2773 G - H 1645 -2484 C - D 1381 - 2189 H - 1 1494 - 2359 Top chord 2x4 SP #1 D - E 1406 -2152 I - J 1617 -2735 Bot chord! 4 SP #1 E - F 1440 -2101 J - K 27 0 Webs 2x4', P #3 Bracing ! Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. Qr 1x4 "T" reinforcement. 80% length of web mein er. Same species & SRB grade or better, B - S 2420 -1302 O - N 2055 -1089 attached 8d Box or Gun (0. 11 3"x2.5",min.)nails 14 At A' S - R 2417 -1302 N - M 2055 '- 1089 6" cc. R - Q 2417 -13D2 M - L 2376 -1338 `a s +� " a • �Q - P 2462 -1308 L - J 2378 -1338 Wind4a a aA P-O 2463 -1308 Member d iqn based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) � Webs Tens.Comp. Webs Tens. Comp. S - C 273 -4 G - O 27B - 335 TAT C - Q E Q 412 - 590 1523 - 979 O - H H - M 608 363 - 398 -178 0 Is - Q F 913 M 302 388 - -1293 -1 - F-P E-O 109 -2 115 -113 I-L 203 -10 40 01 SA38 FF5081BO357F48-00992E&5FB 76£1Iter,haspsclec Mpdd'OW:milledbymwu.7mart£ SE ix. 1k.r4tt22f" thedalcshav7rtaL^mom u^. ga53i�.fl zukkndmrsa =ilea Pwited tops aphis da raecrAaaa gilt rcoslecYad siLtnrdand:ealad W:ctt-a ;W"Iau&=tn 0ttoescc2ema tItax ifi.dM=fd"tranic scyics. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING[ IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re dire extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI ancdSBCA) safety practices prior to performing these functions. Installers shall provide temporary [reels bracing per BCSI.. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or B10, nm mrren{s nz as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to /. drawings 1 0A-Z for standard plate positions. Alpine, a di�'jsion of ITW Building Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in coormance with ANSI![ PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, _ listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use o this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more info ation see this iob's general notes oaae and these web sites, ALPINE www_aloineitw_mm" TPI, w mint om• SBCA v nbcindustro min• iCC' www.imaafe nm Job Number: 36CS00053 Ply: 1 SEQN: 667989 / T2 / HIPS 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW. Truss Label: A7 Wgt:210.0 Ibs / ... 05/29/2018 44"8 '1011 5 38'8" }29T' B F 6510 }31954" + } "15 3515 6298 161 +32"8 2738 6'4"B =5X8 If2X4 m5X6 412X4 =5X8 D E F G H T m 12 6 g3X4C I�3X4 T m 0 Iv 133 m4X6(A2) B A 4 X6(A2) K S R Q P O N M L III2X4 =3X4 =3X6 =3X10 =3X10 =3X6 =3X4 412X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" A 2 "4` 1101 r 6'11"14 } 0" 5' i 4 2 "12 1' 62"2 9 141510 9'B"2"1 2 32 2,54 8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl 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 / 703 1900 / - 12221 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.619 F 999 180 J 1523 / 703 / 900 1- / - % 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS Des Ld: 37.00 Mean Height: 15.00 ft HORZ(FL): 0.131 L - B Min Big Width Req = 1.8 NCBCLL: 10.00 P 9 Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 1.8 TCDL: 4.2 psf Bearings B & J are a rigid surface. Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.512 P Bearings B & J require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.612 Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.699 Loc. from endwali: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Yens. (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords (Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1890 -3001 Lumber B - C 1616 -2722 G - H 1890 -3001 C - D 1577 -2495 H - 1 1577 -2495 Top chord 2x4 SP #1 D - E 1890 -3002 I - J 1616 -2722 Bot chord 2x4 SP #1 Webs 2x4 SP #3 E - F 1890 -3001 J - K 27 0 Wind Maximum Bot Chord Forces Per PI I (Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords (Fens. Comp. - B - S ZW4 -13M O - N 2209 -1183 S - R 2363 -1303 N - M 22D9 -1183 R - Q 2209 -1154 M - L 2363 -1332 Q - P 2209 -1154 L - J 2364 -1332 v'+ P - O 3035 -1641 04 e Maximum Web Forces Per Ply (Ibs) 44 Webs Tens.Comp. Webs ITens. Comp. . " S-C 139 -12 F-O 78 -72 -, C - R 232 - 239 G - O 286 - 342 S% a-44,D - R 340 -187 O - H 952 - 570 D - P 952 - 570 H - M 340 -187 *e E - P 286 -342 M -1 231 -239 , � � & � P-F 78 -73 I-L 139 -14 1 0 01 SA38. Ff 55 8106BB 7F48 00 99 2E 95 FB %Ulte- *g km altdrad s%pod.=d scaladby fi".A Maruma, _ PE (FL. Uc. rA71974 anthe &sacstwwa abnvn ey ing a SHA-i amhatsr�ase�ie_ FSktsd twid,ofttds dowc_u;t a are nntcraadared ssowdznA-salad mad Ow sm a A'Ahmt=t9 mmde M.t tw vedfw M amydmtwk ' =Iot `*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) to) safety practices prior to pertormmg these functions. Installers shall provide temporarryy rrney bracing per BCSI.. Unless noted oherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insTalled per BCSI sections 63, 67 or 610, oar rt+»4At ur as applicable. Apply plates to each face. of truss and position as shown above and on the JointDetails, unless noted otherwise. defer to l 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 ANSII! PI 1, or for handlin shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawingg indicates acceptance of pro engineering responsibility solely for the design shown. The suitabriity and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sties: ALPINE: www.al ineltw.com: TPI: www. inst.o ; SBCA: www.sbcindu .cam; ICC: www.1ccsafe.o Job Nu A7 4EAB AriaID DR H Truss LabAorton /4EAB Aria "D" I Wgtb Ply: '212.6 Ibs I FROM: AH 008 ! T10 / SPEC I DRW; 05/29l2018 J : D 7'10" 13'10" 18'8" 24'2" 29'8" 323"8 38'8" 6-4"8 1'5" 6' 4'10, 5'6, 5'6" 27"8 6'48 E=5X6 12 izi5X1D(SRS) 1112X4 =6X6 6 F G H g5X6 D 63X4C I X��21X4 T. (a) o (a) v IB J_4X6(A2PI W EB K 1 S R Q P O N M L 192X4 =3X6=4X10 1112X4 m3X10 =3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" 7 1' 6'2"12 5'9"4 1'10" 4'11"12 5'4"4 2'6" i 3' 2'9"4 6'2"12 1' h + 8'2"12 + 12' f 13'10� 18'9"12 r 24'2" r 29'8" 325'4 1 38'8" Loading C 1iteria (psg Wind Criteria Snow Criteria (Pg,Pf in PSF) DefITCSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL ! W TCDL: I .00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.231 P 999 240 B 1523 / 695 ! 910 / - / 321 / 8.0 BCLL: � b.00 Enclosure: Closed EnclCld Lu: NA Cs: NA VERT(TL): 0.635 P 999 180 J 1523 1698 / 904 / - /- / 8.0 BCDL: . 0.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS Des Ld: 00 EXP: C HORZ L 0.138 L - - (T )- B Min Br Width Re 1.8 g q = NCBCLL: i 0.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 P J Min Brg Width Req = 1.8 Soffit: 00 TCDL: 4.2 psf Bldg Code: FBC 2D17 RES Max TC CSI: 0.551 Bearings B & J are a rigid surface. Load Dura on: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.630 Bearings B & J require a seat plate. Spacing: 2 .0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.861 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp, GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver: 17.02.02.1208,15 A-B 27 0 F-G 1891 -2900 Lumber B - C 1650 -2772 G - H 1891 -2900 L, C - D 1397 -2190 H - 1 1607 -2486 Top chord; Bot chord SP #1 4 SP #1 D - E 1423 -2153 I - J 1649 -2725 Webs 2x4 P #3 E - F 1451 -2141 J - K 27 0 Bracing , I � Maximum Bot Chord Forces Per Ply (Ibs) (a) Contin us lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. t web mein � 1x4 "T" reinforcement. 80% length of r_ Same species & SRB rade or better, os B - S 2419 -1302 O - N 2190 -1201 attached i 8d Box or Gun (0.113" 2.5",min.)nails S - R 2416 -1302 N - M 2190 -1201 @ 6" oc. R - Q 2416 -1302 M - L Q P 3064 -1720 L - J 2366 -1363 2368 -1363 - Wind4 a • P - O 3067 -1720 Member d ian based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S - C 272 -4 G - O 270 -331 T C - Q E - Q 409 - 5W 1498 - 932 O - H H - M 921 314 - 587 - 202 00 Q - F 1125 -1633 M - 1 251 - 274 19 .e -0�1:� 01,40 F-P F-O 172 -2 166 -217 I-L 158 -14 40 0155A 38 FF 55 8180 8137f 49 00 99 2E Fly FB TUimm'4csa%Kaeta eiacr -... ed rrd uAnd 4 WWWA V3 rtN"n � �£�L. tSw..Cf7iE�(aai'tRe&axc�hsev¢oth2�e��to��sxT i art4scrieza3a9a, axdes��reifxEa,tnriec�d saamd zcsldd ar.3 Bh�:.µ;.�,.4 �ihonf3nk`r�:�c�e czs � Es.v�taf�is,�a a�ctmnY_. cscias. l `"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re ire extreme care in fabricating,handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, by TPI anf7SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary roar+ bracing pe CSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly attached ri d ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, a>tr A7DtEittrsr as applicab �. Appfy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Zefer to T drawings 1 OA-Z for standard plate positions. Alpine, a d� lision of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in co formance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ listing this drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use f this drawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2. Job Number: 36CS00053 Ply: 1 SEQN: 667984 / T11 / HIPS 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW: Truss Label: A8 Wgt: 215.6 Ibs .. / ... 05/29/2018 {"� 6"4 + 1'9594+ 31'" {f 388{669"12 6 TT 2 51"2- =6X8 { =7X8 =6X8 =6X6 12 Ca 6 D TC2 E F TC2 G 6� T T (a) (a) W (a) zo W3 W4 W3 M =4X6(AA2) B 4X6(A2) P O N M L K J 1112X4 =5X6=H0308 =6X12 =H030B=5X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT P TE REQ. 26'4" 12'4" {�1+ 6'104 + 5'4" +1'9"12 5'4" + 5'4" �1'9"1 5'4" h 6'10"4 1�{ 6'10"4 12'2°4 14' 19'4" 248" 26'5"1 31'9"12 38'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Joe Udefl U# Loc R / U / Rw / Rh / RL 1 ;/ W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.153 D 999 240 B 1762 / 812 / - / - / - i/ 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.425 D 999 180 Q 4128 / 1844 / - / - ! - I/ 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.044 M - - H 226 / 127 / - / - / - I/ 8.0 Des Ld: 37.00 ( )TL� EXP: C HORZ 0.083 M - - Wind reactions based on MWFRS NCBCLL: OAO P Mean Height: 15.00 ft Code I Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 2.1 TCDL: 4.2 psf Q Min Br Width Re 4.9 BCDL: 5.0 Soffit: 2.00 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.771 9 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.876 H Min Big Width Req = 1.5 sur Spacing: 24.0 " C&C Dist a: 3.87 it Rep Factors Used: No Max Web CSI: 0.730 Bearings B, Q, & H are i rigid eat p at. Bearings B, Q, & H require a seat plate. Loc. from endwall: NA FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords (Tens. Comp. Lumber To chord 2x4 SP #1 :TC2 2x6 SP #1: A - B 27 269 E - F 872 -1937 p B - C 1493 - 3269 F - G 111892 - 840 Bot chord 2x4 SP #1 C - D 1504 -3361 G - H 1 262 -153 Webs 2x4 SP #3 :W3, W4 2x4 SP #1: D - E 872 -1937 H - 1 27 -20 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Or 1x4 "T" reinforcement. 80% length of Chords Tens.Comp. Chords (Tens. Comp. web member. Same species & SRB grade or better, attachoecd with 8d Box or Gun (0.113":Q.5",min.)nails B - P 2829 -1275 M - L 715 -165 � � P - O 28-12L - K � 715 -165 O - N 3363 -1627 K - J 93 -196 Loadings N - M 3363 -1527 J - H 87 168 #1 hip supports 7-0-0 jacks with no webs. Maximum Web Forces Per Ply (lb ) Wind , Webs Tens.Comp. Webs Tens. Comp. Wind bads and reactions based on MWFRS. All P - C 611 -117 E - M I' 641 -791 C - O 638 - 275 F - K '1478 - 2697 O - D 286 - 61 K - G 901 - 2045 D - M 734 -1598 G - J 666 -147 M - F 4038 -1779 YO 40015 SBSl D'BS7F4&00 2tgsFB fulitem i3xtabaareaka s [ed laaiedtayLunu,21WIrtincr 3°Effttk.-�ITY93StatS!#4�14.&ta7¢7tka6a�6a1�.S58ti i � kian�aaazx3a I aaatvd enmka'rafrhls'dmwmw.�2� oatcrnd&med Apwi VA=ebe I ' and thc5b".2'�. a�a2�articacaradaeax .t's5m �arlfaeA�s aerpa3ectrarih I ; gins. "'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 an7'SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary gr bracing per BCSI. Unless noted citherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properr temporary attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins tied per BCSI sections B3, B7 or 610, p �p Nitta xtz as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to 1 . drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingy Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA' www.sbdndu .corn• IM www.iarafe.or Job Numbed: 36CS00053 Ply: 1 SEQN: 668010 / T271 SPEC 4EAB Aria "ID" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW. Truss Lab! ABD Wgt 198.E Ibs If... 05/29l2018 I II 6'4"8 T10" 13'10" 20'8" 26'0"4 31'8" 38'8" 6'4"8 1'5" 6' 6'10° 5'4"4 57°12 T II E N5X6(R) 12 6 F--1 =6X8 M �C5X6D F=5X6 G H M ti �^ (a) (a) o X6(A1) B :�l 6(A1) tm-A Q P O N =4X4LM K 912X4 m3X6 =3X8=3X6(••) SEAT PLATE REQ. SEAT PLATE REQ. 20'8" 518" 12'4" 1' 6'2"12 5'9'4 1'10" T1"8 1 5'4"4 r8i_ 4'9"8 i 7'1"12 6'2"12 + 12' 13'10� 20'11"8 r 26'3"12 2 ' "12 31'6"4 38'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCS1 Criteria ♦ Maximum Reactions (Ibs), or •=PLF TCLL: 10.00 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): 0.034 Q 999 240 B 793 / 389 / - / - / - 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.096 Q 999 180 N' 451 / 213 ! - / - ! - 168.0 BCDL: 0.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.016 K - - 1 805 / 396 / - / - / - / 8.0 EXP: C HORZ L 0.030 K Wind reactions based on MWFRS Des Ld: 7.00 Mean Height: 15.00 ft �) B Min Br Width Re 1.5 NCBCLL: 0.00 Code ! Misc Criteria Creep Factor. 2.0 9 q = TCDL: 4.2 psf N Min Brg Width Req = - Soffit psf 5.0 BCDL: 00 Bldg Code: FBC 2017 RES Max TC CSI: 0.703 P I Min Brg Width Req = 1.5 Load Durmaon: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.518 T Re Factors Used: Yes Max Web CSI: 0.515 Bearings B, N, & I are a rigid surface. Spacing: .0 " C&C Dist a: dwa fl p Bearings B & I require a seat plate. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): I 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. Lumber Wind A - B 27 -20 F - G 355 -160 Top chord 2x4 SP #1 Wind loads and reactions based on MWFRS. B - C 585 -1210 G - H 299 -108 Bot chord, 4 SP #1 Webs 2x4 SP 93 C - D 309 - 590 H - I 550 -1139 D - E 279 -553 I - J 27 -20 Bracing E - F 296 -574 (a) Contini 'cus lateral restraint equally spaced on member. r 1x4 "l" reinforcement. 80% length of Maximum Sot Chord Forces Per Ply (Ibs) web mem)y�er. Same species & SRB grade or better, �'� Chords Tens.Comp. Chords Tens. Comp_ attached I�th 8d Box or Gun (0.113"x2.5",min.)nails @6"oc. �eba��� B-Q 1027 -479 N -M 77 -275 x Q - P 1024 - 480 M - L 967 - 431 Special L ads P - O 1024 -480 L - K 967 -431 4 _ ► O - N 117 - 282 K - I 937 -424 -(Lum, er Dur.Fac =1.25 / Plate Dur.Fac.=1.25) . wo TC: Fro 56 plf at -1.00 to 56 plf at 27.60 047162 TC: Fro rf} 28 pif at 27.60 to 28 pif at 31.67 , Maximum Web Forces Per Ply (Ibs) TC: Fro rf' 56 pif at 31.67 to 56 pif at 39.67 Webs Tens.Comp. Webs Tens. Comp. BC: From 4 pif at -1.00 to 4 pif at 0.00 BC: From 20 pif at 0.00 to 20 pif at 26.67,. Q - C 283 0 N - G 101 -171 BC: Frorrr 10 plf at 26.67 to 10 pif at 31.64 STATE C - O 295 -629 G - M 370 -498 BC: From 20 pif at 31.64 to 20 pif at 38.67 *.� E - O 222 0 M - H 645 -1448 BC: Fro 4 plf at 38.67 to 4 plf at 39.67 '0 � � �9 TC 17 Ib Cone. Load at 27.60 �' FO _ N 512 _ g� K - H 723 160 TC. 16 Iiib Cone. Load at 29.60� t�� °$ TC. 19 lb Cone. Load at 31.64 BC: 12, lb Conc. Load at 27.60 BC: 12, Ib Conc. Load at 29.60 BC: 47' Ib Conc. Load at 31.64 ERLAL#� 40 015A38 FF 56 81. BO B57F 48 00 99 2E 85 FS Plating N tes r 'l wrt FE €:L. Lk. xa IMI an VIC &W11mwn ab v-�nga SNAG All plates ire 3X4 except as noted. aciheneca33sn3a. (•') 1 plat s) require special positioning. Refer to scaled pla plot details for special positioning nklt d 4=ies alb1p. dw=E A weo t-I&Msig� =I9=hd requiremeIts. a"the '� c.tkFakn�em.ttwwAfWmr Vd«tre,� mslan. -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS trusses re u!re extreme care in fabricating, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building ty omponen Safety Information, by TPI ant? SBCA) tot safepractices prior to performing these functions. Installers shall provide temporary cwe i 3racing a BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach etl ri jld ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, om rotxfr{soar 3s applica le. Apply plates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. Refer to J irawings 1 OA-Z for standard plate positions. 4lpine, a d ision of ITW BuildinQQComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the :russ in co �ormance with ANSIitP1 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, isting thi '„drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability end use f this dr'awing for any structure is. the responsibility of the Building Designer per ANSIrrP11 Sec.2. Job Number: 36CS00063 Ply: 1 SEQN: 668012 / T16 / COMN 4EAB Aria "D" /DR Horton /4EAB Aria "D" City: 3 FROM: AH DRW: Truss Label: D1 Wgt: 137.2 Ibs / ... 05/2912018 h 6'4"8 T10' 13'10" + 21'3"9 26'4" G4"8 1'5'8 6' T519 5'07 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 21' S'4" 1' 6'2°12 6W4 1'10° T9"1 4'8"15 G2"12 12' 13'10" 217"1 26'4" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP_ C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with Sd Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Wind, Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Deft/CS1 Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw I Rh / RL l W B 933 / 429 / 578 / - / 274 '/ 8.0 Pf. NA Ce: NA VERT(LL): 0.047 L 999 240 Lu: NA Cs: NA VERT(TL): 0.129 L 999 180 M 640 / 273 / 388 10 / 0 18.0 Snow Duration: NA HORZ(LL): 0.016 H - - N 479 / 227 / 245 / - / - / 8.0 HORZ(TL): 0.031 H - - 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: 0.481 M Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0.454 N Min Brg Width Req = 1.5 Bearings B, M, & N are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.346 Bearings B, M, & N require a seat plate. FT1RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per PI ly (Ibs) WAVE VIEW Ver. 17.02.02.1208.15 Chords Tens.Comp. Chords ITens. Comp. A- B 27 0 D- E 563 - 855 B - C 790 -1512 E - F 572 - 893 C - D 537 - 892 F - G 361 - 584 4001 SA38FF5B8180BB7F4800992E95FB Wh 3tem'haa.Aa»ery ekrX and an9 tseaigd by ras="AKrtartysx-.7, fnE�,rt..t@c:5�7FEW.teiL�.cdaLashatvn'�txi�w.inga53iA-3. aanr3ca:�sseex9m, E�tad crplssmf d� t!«.sa^:ardaaa not ccr�lrexsd zf8nezi and waled and the :,MA z tw vrAffed ¢n amq dca mt cmiar. Maximum Bot Chord Forces Per I1 Ply (Ibs) Chords Tens.Comp. Chords (Tens. Comp. B - L 1296 - 660 J - 1 1051 - 552 L-K 1292 -659 I-H 41 -34 K - J 1292 - 659 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. L - C 285 - 8 F - I 362 - 585 C - J 425 -626 I - G 450 -230 E - J 376 -153 G - H 292 -404 J - F 386 -182 *`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT•* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Are extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Are Information, b TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide tempora BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pper y 5did ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 87 or 610, e. ADDIV Diates to each face of truss and position as shown above and on theJoin Details, unless noted otherwise. Refer to a division of TPI 1, or for n acceptance any structure failure to build the g or cover page in. The suitability Job Numb Truss Lab IF: 36CS00053 Ply: 1 SEQN: 6679701 T17 / GABL 4EAB Aria D" /DR Horton /4EAB Aria "D" Qty: 1 FROM: AH DRW: D1GB Wgt: 231.0 Ibs Page 1 of 2 .. / ... 05/29/2018 Loading i TCLL: TCDL: BCLL: BCDL: Des Ld: NCBCLL: Soffit: Load Dun Spacing:: Lumber Top chore Bot chord Webs 2x4 Plating N All plates Wind Member c See E gable 7'10" 13'10" 19'9"8 26W 'No, 6' S11"8 6'6°8 P� f ^ 2'8" � L M 2'6" 264" _i 93"4 _�_ 6" _i SEAT PLATE REQ. - 6'3" ~ 18"12 14' iteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF ).00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL / W .00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.101 T 592 240 B* 86 / 39 / 47 / - / 13 / 256 .00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.134 T 656 180 BA 217 196 / 124 / - / - / 8.0 ).00 Risk Category: II Snow Duration: NA HORZ(LL): 0.052 T - - Wind reactions based on MWFRS rA0 EXP: C HORZ(TL): 0.057 T - B Min Brg Width Req = - ).00 Mean Height: 15.00 It Misc Criteria Creep Factor. 2.0 BA Min Brg Width Req = 1.5 BA/ TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.398 Bearings B & BA are a rigid surface. .00 BCDL: 5.0 psf TPI Sid: 2014 Max BC CSI: 0.170 Bearing BA requires a seat plate. m: 1.25 MWFRS Parallel Dist: 0 to h/2 .0" C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.835 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.16 A - B 27 0 K - L 249 0 B-C 27 -93 L-M 246 0 C-D 42 -36 M-N 228 -6 x4SP#1 D-E 83 -22 N-O 167 -27 4SP91 E-F 132 -20 O-P 116 -48 P#3 F-G 178 -19 P-Q 158 -53 G-H 81 -42 Q-R 116 -6 es H -1 123 -24 R - S 111 -29 s 2X4 except as noted. I -J 172 -3 S-T 98 -55 J - K 232 -6 T - U 37 -92 sign based on both MWFRS and C&C. Notes A16015ENC101014 & GBLLETIN1014 for bracing and other requirements. Mo 0 r STATE OF 40 01 5A8FF5B81BO807F4900962E85FB it ltcmlmb soled p� adWj• afad6g mama M4 rt x' .'^°£ fkL. ru.a,7.1az) CSS l�lv 43i'Tv°F 5ikT6tiCs aE�+Pffi ki"H' 3� ri S'r�im� en zr�a� tad c��esmrths� sinsex�ae�t a�u2casaYlad � maw sffiaiad arac tf�.5eza°��4aer�3.�vsem�9u sn�aC 6n v�+3f��.� azrys�ectrmr Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B-AI 187 -55 AC -AB 2D3 -59 AI-AH 195 -56 AB -AA 203 -59 AH-AG 198 -57 AA-Z 70 -28 AG-AF 200 -58 Z - Y 70 -28 AF-AE 202 -58 Y-X 71 -28 AE-AD 203 -59 X-W 71 -28 AD -AC 203 -59 W - V 77 -117 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AE-G 26 -67 AS -AT 232 -97 G -AJ 181 -63 AU -AV 220 -93 AK -AL 187 -65 AW- Q 236 -97 AM -AN 193 - 67 Q - W 305 - 246 AO -AP 177 -62 W -AX 144 -52 AP -AA 211 -71 AX-AY 144 -52 L -AA 0 -113 AY -AZ 142 - 51 AA-AQ 240 -101 AZ-U 123 -47 AQ-AR 222 - 92 U - V 277 -175 11 TMWARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! r IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rdi treme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, byy TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary �rrrey bracing efiBCSI. Unless noted o"therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly aftache�ri d ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 61 D, omndrrts: saz as applica e. Appy) plates to each face of truss and position as shown above and on the Joint' Details, unless noted otherwise. (tefer to 1 drawings 1 OA-Z for standard plate positions. Alpine, a dis!on of ITW 8uildinQQComponents Group Inc. shaft not be responsible for any deviation from this drawin ,any failure to build the truss in co11� ormance with ANSIITPI 1, or for handling shipping, installation and bracing oftrusseS.A seal on this drrawing or cover page_ _ listing thidrawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use this drawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. Job Number: 36CS00053 Ply: 1 SEQN: 667970 / T17 / GABL 4EAB Aria "D" /DR Horton /4EAB Aria "D" Qty: 1 FROM: AH DRW: Truss Label: D1GB Wgt: 231.0 Ibs Page 2 of 2 ._. / ... Q5/29/2018 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C -Al 165 -95 M -AQ 62 -34 D -AH 91 - 67 AR- Z 255 -114 E -AG 103 - 74 N -AS 218 - 92 F -AF 94 -75 AT- Y 100 -61 AJ- H 88 -71 O -AU 120 -75 AD -AK 84 -69 AV- X 37 -102 AL-1 115 -71 P-AW 49 -122 AC -AM 107 -65 AX- R 9 -9 AN-J 217 -91 AY-S 26 -19 AB -AO 251 -110 AZ- T 131 - 55 AP-K 62 -34 40 01 SA38 FF 55 88.80 BO 7F 48 t10 99.2E95 FO ThUIternhmtvtnolees Aped '.=d=ladbtVamzlMartinez, t�Etrt.tic.7saZteri24sc�xeshsav�saa�a�u.�gaSi - . san a i t�dxrap§rsex3d�dffir;:r�vsinaFr.�r�dt�sz�'dseal�tr4 i aoE al�x�sa.�$teziiial3'�5cs�aegc3r%RP.mrrif�.d w.n�sxirar� ` rm,�ins.. 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, handiin 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 olherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly cT attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t D, as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to d Jtttts iie drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drrawing or cover page listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this c7�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's Qeneral notes page and these web sites: ALPINE: www.al ineitw.com; TPI: wwwApinstorm SBCA www.sbdndus .com; ICC: www.ftsafe.orii Job Numh�jis 36CS00053 Ply: 1 SEQN: 6679711 T1 J GABL 4EAB Lab I " /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW: Wgt: 43.4 Ibs .. ... Truss labs), E1 GE 1 0512912018 4'2„ 8'4" 4,2" + 4'2" l f- - 1,6" --�— 1'4„ (TYP) E=4X4 12 T 6 D F G r IN=2X4(A1)B H=2X4(A1) 1 A N M L K J. 8'4" 1' 84 r 1' I 8,4" Loading C iteria (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 Ice Udell U# LOG R 1 U / Rw / Rh / RL / W TCDL: F.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): -0.018 K 999 240 B 375 / 173 / 251 / - / 118 / 3.5 BCLL: .00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.021 K 999 180 H 375 1173 /251 /- /- /4.0 BCDL: 0.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.009 D - - Wind reactions based on MWFRS Des Ld: 7.00 EXP: C HORZ L 0.009 D - - i )- B Min Big Width Req = 1.5 NCBCLL: 0.00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor: 2.0 H Min Brg Width Req = 1.5 Soffit: 00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.187 Bearings B & H are a rigid surface. Load Dur on: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.147 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 0 " C&C Dist a: fl Rep Factors Used: Yes Max Web CSI: 0.058 Chords Tens.Comp. Chords Tens. Comp_ wa Loc. from endwall: Any FTIRT:20(0)!10(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 531 -368 C - D 530 -368 G - H 500 -386 Lumber D- E 573 - 349 H- 1 27 0 Top chord 4 SP #1 Bot chord] 4 SP #1 Webs 2x4 P #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp, Plating N es I B - N 316 -282 L - K 313 -272 All plates e 2X4 except as noted. N - M 315 -276 K - J 315 -278 Wind - L 313 -272 J - H 316 -285 2 OttM Member d sign based on both MWFRS and C&C.ON Maximum Gable Forces Per Ply (Ibs) Additiona I Notes �� Gables Tens.Comp. Gables Tens. Comp. See DWG A16015ENC101014 & GBLLETIN1014 for - C - N 91 -16 K - F 148 - 36 gable win' bracing and other requirements. No 047102 D - M 148 -36 J - G 91 -16 E-L 152 -237 . W 4..; & 40 015A, 39FF 5B 91. BU B87F48 00 99 2E 95 F8 �6. £is.�^.r£r�?(cn t3,�.xhtiwrtsbav�.9r�ng a Sff3nn3 srs�ien¢in. Ls`sa¢r�d arn�mxc�thls i3rsra-atasrm ar+r¢cx�s��d sr*.�s �n� s�nias§ . a.d the �.:€�*» auihcnY.�aS�ssua�,ssra�if�cd wt a�yclsc¢ra,ak cx&ims.. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Compone Safety Information, bV TPI and'SBCA) fc� 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 propperly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 61Q Q rvnzrtt3 ue as applica e. AppTy plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to draw!ngs 1 DA-Z for standard plate positions. Alpine, a d vis!on of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in eo formance w th AXIN PI 1, or for handling shipping, installation and bracing of trusses.A seal on this rawing or cover page_ listing thi !idrawfng indicates acceptance of professronaT engineering responsibility solely for the design shown. The suitability and use f this grlawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. Job Number: 36CS00053 Ply: 1 SEQN: 667972 / T22 / VAL 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW: Truss Label: MV1 Wgt: 16.8 lbs .. / ... 05/29/2018 B 4'1 "8 4'1"8 4'1 "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 Udefl U# Loc R / U / Rw / Rh / RL I ;/ W D* 75 128 / 52 /- / 26 149.5 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: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.005 C - - D Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL): 0.005 C - - Bearing D is a rigid surface.( Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.0 psf Creep Factor. 2.0 Soffit: 2.00 BCDL: 5.0 psf BldgCode: FBC 201T RES Max TC CSI: 0.175 Maximum To Chord Forces Per p PI Ibs y (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.129 Chords Tens.Comp. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.151 A - B 37 -126 Loc. from endwall: not in 4.60 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02.1208.16 Wind Duration: 1.60 WAVE Chords Tens.Comp. Lumber A-C 189 -32 Top chord 2x4 SP #1 Botchord #1 We SP Webs 2x4 SP #3 Maximum Web Forces Per Ply (lb ) We Webs Tens.Comp. Wind B-C 187 -94 Member design based on both MWFRS and C&C. Right end vertical exposed to wind pressure. Deflection meets U240. Additional Notes`° See DWG VAL160101014 for valley details. I - ,. 44, IA 4€ (n SA38 FF 58 818013157F48CO 99 2E S5 FB YFJ&ituros'tesa es, c6szt andwJ ii"I.s4 Mzrdwr, sic.947sr ILntthe dM SMWR A&M u gaswx.a eras RtM .A,2i c+Ekat 9ersdemrs&•k wsr$ftod—aWr3cetrmr.k ems- -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) sa ety practices prior to performing these functions. Installers shall provide temporary tf 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 bracingg installed per BCSI sections B3, B7 or 61 Q rygttts ru as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to >. , drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , listing this drawing indicates acceptance of pro 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/TP1 I Sec.2. Fnr more infnnnafinn see this WVneneral nntes natty and these weh sites- ALPINE wwwaloineilw.win, TPI: www.tninstom, SBCA: www.sbcindustrv.corn: IM www.iccsafe.om Job Numb : 36CS00053 Ply: 1 SEQN: 667973 / T18 / VAL 4EAB Aria, D"/DR Horton /4EAB Aria "D" City: 1 FROM: AH DRW: Truss Lab' MV2 Wgt: 14.0 Ibs .. / ... 0512912018 12 6 1112X4 B 3X4(D1) A - D C 1112X4 i �"-- 211118 Loading C "teri TCLL: 0.00 TCDL: F.00 BCLL: .00 BCDL: 0.00 Des Ld: 7.00 NCBCLL: i0.00 Soffit: Ao Load Dura on: Spacing: 21R.0 " Lumber Top chord Bot chord Webs 2x4 Wind Member d See 211 ii8 f" 211118 (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeRICSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W D* 75 / 23 / 48 /- / 15 / 25.5 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS Risk Category: II Snow Duration: NA HORZ(LL): -0.001 C - - D Min Brg Width Req = - EXP: C HORZ(TL): 0.001 C - - Bearing D is a rigid surface. Code / Misc Criteria Mean Height: 15.00 ft Creep Factor. 2.0 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TIC CSI: 0.024 Maximum Top Chord Forces Per Ply (Ibs) 5 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.032 Chords Tens.Comp. C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.026 A - B 17 -33 Loc. from endwall: not in 4.50 it FT/RT:20(0)110(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. A-C 68 -6 SP #1 SP #1 #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. sign based on both MWFRS and C&C. Notes fAL160101014 for valley details. 4001 A38FF5581BO8137F480099 2E,85FB Wt ilam7rssSse akdradWYMPM.=4 s"lmj'by WOM MArtin", B-C 70 -43 i a��c. t�.�ansztatte�li�aa�ra�t::�s3sal�s. s�ttrtsatc+�ztc. sy3�ted argi�:srdtf�s dtx_tc:�rt�namat cxaif t �r+il sexiattl zxad lkc s£� `sut3vcnf#crt3t^zsrxad� nest k+a c+ertftae amgetattrat sntt;lns_. ""WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re Ire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary I",0 bracing pe CSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl 4d_ ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610,t;ras applicAppiy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. hefer to i,drawingsA-Z for standard plate positions. Alpine, a di �ision of ITW Building.Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in co ormance with ANSI �I PI 1, or for handling,:hipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use t t this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this iob's oeneral notes oaae and these web sites: ALPINE: www.aloineihv.com: TPI: www.toinst.om- SBCP: www.sbdndustrvram- [CC, www.irrsafe.om Job Number: 36CS00053 Ply: 1 SEQN: 667974 / T24 / EJAC 4EAB Aria "D" /DR Horton /4EAB Aria "D" Qty: 2 FROM: AH DRW: Truss Label: EJ7D Wgt: 26.6 Ibs / ... 05/2912018 N. SEAT PLATE REQ. C l �— 2'4" 7, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh ! RL 1/ W B 438 1 178 / 370 I - / 202 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 124 / 12 / 101 / - ! - !/ 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.010 D - - C 160 / 125 / 78 / - / - ;/1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.017 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 P B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf 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 a rigid Spacing: 24.0 " P 9= C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. r seat p Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.16 Wind Duration: 1.60 Plate Type(s): WAVE Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02.1208.16 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. —..P. A-B 63 0 B-C 72 -148 Maximum Bot Chord Forces Per ly (Ibs) Chords Tens.Comp. r B-D 0 0 40 01 SA38 FF 55 81 BO 8B 7F 49 00 99 A 95 FB i t3Aura1=t*Mekd s rod wmlast by Vaaazal martb=' r�E�L.i.iE.$$7E�.tt511 �i�H°�£¢5$4WfkaL"�.id W&�fi�,35N��L ' ier�caxa�tNe. r�titadcs�2('�dexrxasmsrrn it �3 �mk� 2sa4 sia sa.T. aRhcrt3easssc¢sd�merz¢: �s�3fk:,•}-sae asagv�ertmr ' dims._ I "`WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! TALLERS Trusses require extreme care n fabriSH THIS cating, tin , hanndlinw!NG shi piiinng, installing and brORglNCLUDING THE Referr to and follow he latest edition of BCSI (Building Component Safety Information, bV TPI an� SBCA) for saety practices prior to performing these functions. Installers shall provide temporaryer bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins lied per BCSI sections B3, B7 or BB10, crux itltttr ter as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. hefer to / drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, instllation and bracing of trusses.A seal on this drawing or cover pa e. _ listing this drawingg indicates acceptance of pprofessional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibilityof the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes a and these web sites: ALPINE: www.al ineitw.com; TPI: wwwApinstorm SBCA www.sbcindu .com; ICC: www.iccsafe.or Job Numb#: 36CS00053 Ply: 1 SEQN: 667975 / T15 / EJAC 4EAB Aria �D" /DR Horton /4EAB Aria "D" Qty: 14 FROM: AH DRW: Truss Lab E,17 Wgt: 23.8 Ibs .. / ... 0512912018 C SEAT PLATE REQ. 1 7- 7- Loading C iteria (pso 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 Vdefi L/# Loc R / U / Rw / Rh / RL / W TCDL: .00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 336 1117 1259 1- / 173 / 8.0 BCLL: .00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 / 20 / 101 /- /- / 1.5 BCDL: 0.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.014 D - - C 171 / 133 / 91 / - 1- / 1.5 Des Ld: j EXP: C HORZ(TL): 0,025 D - - Wind reactions based on MWFRS NCBCLL: .00 0A0 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 P B Min Brg Width Req = 1.5 Soffit: 00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.496 D Min Br Width Re - 9 q = Load Dura � on: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0,368 C Min Brg Width Req = - Bearing B a rigid surface. Spacing: 2.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes P Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 It FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber Top chords ��x4 SP #1 A - B 27 0 B - C 77 -151 Bot chord 4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member d' ign based on both MWFRS and C&C. B - D 0 0 a dsn of co�mnc thisrawm! re this i _. STATE , 40 0E 5A 38 FF 50 E1 SB 7F4E-00 99 2E 85 FB & itarAs3ias �.ccss e�zae�yned'�:3 xexta�+by tA�maer A®artlnes,. ftta aiS37CiFaAiv�'l`B. tndcr s&3tfmsd cwmi mate mW&mnd 4rt6srii,=1td wte *4 WA'3 ode M"-ttawdfbd M w0octiar k- t z. ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS in Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the .I1 PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page �s acceptance of professional engineering responsibility solely for the design shown. The suitabihty it any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. eX7rey 6t I-Iltrft"It" Job Number: 36CS00053 Ply: 1 SEQN: 667976 / T9 / EJAC 4EAB Aria "D" /DR Horton 14EAB Aria "D" Qty: 1 FROM: AH DRW. Truss Label. EJ7A Wgt: 21.0 Ibs .. / ... 05/29/2018 -' 2X4(A' SEAT PLATE REQ. B 7- 7- 7- Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL j / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA A 270 179 / 188 /- 1151 '18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA C 128 / 21 1104 ! - / - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.017 C - B 174 / 135 / 95 / - / - / 1.5 Des Ld: 37.00 (T )� EXP: C HORZ L 0.027 C - - Wind reactions based on MWFRS Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 A Min Brg Width Req = 1.5 NCBCLL: 10.00 P TCDL: 4.2 psf C Min Br Width Re Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.505 9 q = - I BCDL: 5.0 psf B Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.373 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing A is a rigid a seaatt plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing A requires a sep 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 i Chords Tens.Comp. I i Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 0 am 4001 38 FF5581BOBB7f4&00992E85 FB Tfih Ilarn has aratnd by PAww*d Mard,= 8 (a.ife.�3ilH3.)anthc efs2¢rohnrr�hxatsavma nga54P 1 aa�tenGgwcade. Elated cc�iex�fch:� eiasrar.,tara nct crsuitcsnit �garra5 and ;salad and the gtt3 a€ftDd t4 Mn mde naafi tm.vsriw an �y d=tMnk =ios. 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 handling,shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an7'SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary a vey bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progper_ly attached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing msTalled per BCSI sections B3, B7 or 610, l anntrrts itr as appplicable. Apply Agates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to F . drawl gs 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc.. shall not be responsible for, any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this d9awing or cover page, listing this drawing, indicates acceptance of ppro essional engineering responsibility solely for the design shown. The suitability and use of this t7�awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. a,.,— W—t,,,, — this iW ...a l nntx nano and these weh sites, ALPINE_ www.aloineitw.com: TPI: wwmboinst.om: SBCA www.sbcindustrv.com:IM www.icesafe.org _ Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 0 am 4001 38 FF5581BOBB7f4&00992E85 FB Tfih Ilarn has aratnd by PAww*d Mard,= 8 (a.ife.�3ilH3.)anthc efs2¢rohnrr�hxatsavma nga54P 1 aa�tenGgwcade. Elated cc�iex�fch:� eiasrar.,tara nct crsuitcsnit �garra5 and ;salad and the gtt3 a€ftDd t4 Mn mde naafi tm.vsriw an �y d=tMnk =ios. 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 handling,shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an7'SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary a vey bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progper_ly attached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing msTalled per BCSI sections B3, B7 or 610, l anntrrts itr as appplicable. Apply Agates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to F . drawl gs 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc.. shall not be responsible for, any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this d9awing or cover page, listing this drawing, indicates acceptance of ppro essional engineering responsibility solely for the design shown. The suitability and use of this t7�awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. a,.,— W—t,,,, — this iW ...a l nntx nano and these weh sites, ALPINE_ www.aloineitw.com: TPI: wwmboinst.om: SBCA www.sbcindustrv.com:IM www.icesafe.org _ Job Nutber: 36CS00053 Ply: 1 SEQN: 667977 / T23 / JACK 4EABa "D" /DR Horton J4EAB Aria "D" Qty: 1 FROM: AH DRW: Truss bel: BJSD Wgf 19.6lbs .. / ... 05/29/2018 T SEAT PLATE REQ. L �— 2'4" L. 5 - 5' -J Loading ICriteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi1CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: I20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA B 373 1162 1330 1- / 158 / 8.0 BOLL: 1 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 85 113 / 77 1- / 1.5 BCDL: 1 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.007 D - C 103 / 82 / 42 /- / - / 1.5 Des Ld' 1�'%:O..' EXP: C HORZ L 0.008 D - - (T ) Wind reactions based on MWFRS NCBCLL: Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 P B Min Brg Width Reg = 1.5 Soffit: � 2.00 TCDL: 4.0 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.544 D Min Br Width Re g q = - Load Dur tion: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2D14 Max BC CSI: 0.171 C Min Brg Width Req = - Bearing B a rigid Spacing:'. 4.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes P Max Web CSI: 0.000 r a seatsurface. Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE I VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber I2x4 A - B 63 0 B - C 46 -115 Top char, SP #1 Bot chord k Xit SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member c esign based on both MWFRS and C&C. B - D 0 0 No 047102 E3 40 01 SA 38 FF 58 81 B0 BB 7F48 00 99 2E SS FB 3%h Iterniras 4aceta akcTmas4cx�#jz4�mcd any ;salad t+Y vltaruaf tAaretncr MOO ttc.atS :E2(um E;Ja da9cafiawm abaft W"'ba a SNS.1 aCMLiiY4C uwz*:1 . P�wtad etptn f"doa ,t:'vm not cuWAund sqn and=lad and tfa _M*2a;a enr:catiasea2enwt.�Siarari( froe aagda�rfln&a =IDS. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s reqq ire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nenf[Safety Information, by TPI anr7'SBCA) f-or safety practices prior to performing these functions. Installers shall provide temporary per CSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly d rigg d ceiling Locations shown for permanent lateral restraint of webs shall have bracingg msfalled per BCSI sections 63, 87 or 610, icabl '. Appiy plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to Is 160A-Z for standard plate positions. a di lsion of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conftlrmance with ANSIrfPI 1, or for handling shipping, installation and brecing of trusses.A seal on this drawing or cover page_ . this nnrawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability 'e o(� this yawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2. rrfrey. ©)JJjR'�fJt"firs; ttc more f Job Number: 36CS00053 Ply: 1 SEQN: 667978 / T12 / JACK 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 5 FROM: AH DRW: Truss Label: BJ5 I Wgt: 16.8 Ibs .. / ... 05/29/2018 C SEAT PLATE REQ. M C LO �— CV 1 5' 5' Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) I TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe L/defl L/# LOG R / U /iW B 263 / 96 / 208 / - / 129 TCDL: 7.00 Speed: 160 mph PF NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 90 / 13 / 70 / - / - 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.007 D - C 119 193 162 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.008 D - - Wind reactions based on MWFRS Code ! Misc Criteria NCBCLL: 10.00 Mean Height: 15.60 it Creep Factor: 2.0 B Min Brg Width Re 1.5 q = Soffit: 2.00 TCDL: 4.0 psi BCDL:5.0 sf P BldgCode: FBC 2017 RES Max TC CSI: 0.309 D Min Brg Width Req = - � Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.182 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CS 1: 0.000 Bearing B requires a seat plate. Loc. from endwall: 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 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Wind Member design based on both MWFRS and C&C. FA "�'ft-',. AL 4001SA39FF5B81SOBB7F4800992E95FB Thu = =:salad by rJs"s lMartinet, Chords Tens.Comp. Chords Tens. Camp. A-B 27 0 B-C 53 -120 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 m. Lk.F83.ttF2j ut7 aaathentkaszsda. P'aT^atad tr�adrhu ds�vsscrsta rrx+t csaasiCrrsA sa�aad s�a{ad =6 thet.SAA--1 x9hmtkaliime"* M-t tm vfoA M mydetrar3c c ytas. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, b TPI and'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary tiliey: bracing er BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache�rimid ceding Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 10, om rarlertts,ne as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. 12efer to F drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSITfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ , listing this drawing indicates acceptance of prolessiona engineering responsibility solely for the design shown. The suitability and use of this pawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. c,.r "...re inf—iron — fhk inh'e nen 1 nnf— nano and fhoeo mah skew M PIMP wow Aninaitw mm, TPI' wwwtoinst.am, SBCk www.sbdndustrv.mm: [CC: wwwJecsafe.om A I P Job Nulber: 36CS00053 Ply: 1 1 SEQN: 667979 / T21 / JACK 4EAB A4a "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW: Truss La6e1: BJ3D Wat: 16.4 Ibs I I ... / ... 05/29/2018 T Loading' riteria (pst) Wind Criteria TOLL: kA0 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 2 0.00 Risk Category: II Des Ld: !P7.00 EXP: C Mean Height: 15.00 ft NCBCLL: 0 iTCDL: 4.2 psf Soffit: BCDL: 6.0 psf Load Du i�2-�O)0 ion: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft j Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber , Top chord 4 SP #1 Bot chord, 2x4 SP #1 Wind Member d Lan based on both MWFRS and C&C. C SEAT PLATE REQ. 3' 2-4" Y 3 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U 1 Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): NA B 324 / 157 / 309 1- / 115 18.0 Lu: NA Cs: NA VERT(TL): NA D 44 / 25 157 I - l - 11.5 Snow Duration: NA HORZ(LL): 0.009 D - - C 34 / 30 / 32 / - / - 11.5 HORZ(TL): 0.009 D - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.938 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.231 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A-B 63 0 B-C 15 -83 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 No 04,7182 x 01 40 015A 38 FF 50 8180 607F 48 00 99 2E 85 FB V,lc Iratn'l= Item aIearavc Y%,vmzad wzlodby 7Aaft ei Marttaaa '�"e.(rl. its. Gi7.FH2! on tha dasa shuwra a6aroa tag a SNJ 1 � zrzt3te.e�aattxvtc i Friated C"Gf t}ds doer., =ass"ot cxrdesad stgmd wAd wabd =6lily at van rt&vactdac kbomer9f°,edcaarwde mak myias. J —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re9 Ire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary �rsey bracing per _KSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigglFl ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, om ronents ue as applicably'. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer to f drawings 16 A-Z for standard plate positions. Alpine, a divpsion of ITW Building Components Group Inc, shall not be responsible for any deviation from this drawin any failure to build the truss in confp;rmance with ANSITfPI 1, or for handling shippingp, installation and bracing of trusses.A seal on this drrawing or cover pa e, listing this awing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use o�this drawing for any structure is the responsibility of the Building Designer per ANSI1TP1 1 Sec.2. For more infomition see this iob's aeneral notes oaae and these web sites: ALPINE, www.aloineilw.cam: TPI: www.toinstomc SBCA- www.sbcindustrv_com• ICC- xaw✓_ir fe nm I Truss LAa ab i "B/DR Horton MEAB Aria "D" I Qty:Wgt 5 .6 Ibs I FROM: AH 980 / T13 / JACK I DRW; 05/29/2018 I T Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld. 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C C SEAT PLATE REQ. 3' 3' Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL I W B 193 176 / 162 / - / 86 18.0 Pf: NA . Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA D 51 / 6 / 41 ! - / - 11.5 Snow Duration: NA HORZ(LL): -0.003 D - C 64 / 51 130 / - / - / 1.5 HORZ(TL): 0.003 D - Creep Factor: 2.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.174 D Min Brg Width Req = - TPI Sid: 2014 Max BC CSI: 0.072 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -105 40 015A38 FF 50 8180 BB 7F49 00 99 2E 85 FB V*Iramrixs akcts ss2ra Bs?gced'.Wdacafadby tfta ed lmartk, g"f (FL. lCc.tldt392E an-dat¢ahaivu a6ava u�ag aSHA>i aG�7afHiA4jL54A:@. Fi3a"Iz iatsxr3lds dacaaxff_-:arm mot cs §derail lign iand scatmd amb tF.e..=.N , avahm&=L-Aus]e na t ha.roxeilzd an=fd"trerk .. cac!m. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary cflisl7 bracing per BCSI. Unless noted d herwise,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 inslalled per BCSI sections 83, B7 or 61 D, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to nmjmtrenrs,r drawings 16DA-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIII PI 1, or for handlia shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawingg indicates acceptance of pro essional engineering responsibility solely, for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. t 0 Job Nu "'�'b'' 36CS00053 Ply: 1 SEQN: 667981 / T14 / JACK 4EA8 Ar9a "D" /DR Horton MEAB Aria "D" City: 6 FROM: AH DRW. Truss Label: BJ1 Wgt: 11.2 Ibs / ... 05/2912018 4"3 0 12 6 F,--- C 2X4(A1) B SEAT PLATE REQ. co o to cM III 1' Loading] riteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: Q0.00 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): NA B 150 / 77 1145 ! - / 42 18.0 BCLL: 10.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 110 118 ! - /- / 1.5 BCDL: 0.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - C -14 / 28 / 25 / - /- / 1.5 Des Ld: 1 7.00 EXa C HORZ TL : 0.000 D - - ( ) Wind reactions based on MWFRS NCBCLL: iI110.00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 B Min Brg Width Req = 1.5 Soffit 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.163 D Min Brg Width Req = _ Load Du Ion: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.015 C Min Brg Width Req = Bearing B is a rigid surface. Spacing .0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: I� GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02102 1208 15 Chords Tens.Comp. Chords Tens. Comp. Lumber A -B 27 0 B-C 28 -19 Top chor !2x4 SP #1 Bot chord 4 SP #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 No 04-7182 ' s :. 40015A3.8FF598160BB7174800 99 2E85FB rhL ltamlls Rta mt5art Wbytf-r .Imanines, '� =i. t;:L. t€t. CdT92t�lAasi22c sttantin ahsemm tis�ng a SNA>I � mihentira#estxexfr. mud ct�iaxr�zb� da.o;rm^eraimmr¢ nr>tcraatlsd sr+aa and :.caled Md tic SHA=< avffientk41k4.t4e s�stt••xca t3P .caaa e@edrArk mans. **WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI MPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re ire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building �r Componen[ afety Information, by TPI an[7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary / trrrey bracing perl CSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ridfd ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, cam rtrrrrrlts;,lgs as applicabgl ". Appfy plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to F drawings 16 A-Z for standard plate positions_ Alpine, a di lion of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in confprmance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page. . listing this drawing indicates acceptance of professtona engineeringg responstblltty solely for the design shown. The suitab,ltty and use ofl this drawing for any structure is the responsibility of the Eu)Iding Designer per ANSIfTPI 1 Sec.2. For m info Lion see this tob's general notes naae and these web sites- ALPINE- www_alnineitw cam- TPI- www tninst. nm- SHCA- w hdnd—t,v rnm- ICC, www irr_cafn nm Job Number: 36CS00053 Ply: 1 SEQN: 667982 / T25 / HIP_ 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 2 FROM: AH DRW: Truss Label: CJ7 I Wat: 42.0 Ibs I ... / ... 05/2912018 T SEAT PLATE REQ. 6'3" 9110"1 6'3" 3'7" 7 1'5" 6'1"4 i 3'2" i6 6'1"4 9'3"4 9,101 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.014 G 999 240 B 326 1154 / - /- /- % 10.6 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.038 G 999 180 E 410 1129 I - 10 / 0 % 1.6 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 F - - D 168 / 132 / - / - /- % 1.5 Des Ld: 37.00 (T ) EXP: C HORZ L : 0.007 F - - Wind reactions based on MWFRS Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 B Min Brg Width Req = 1.5 Noffit: 2. 0 TCDL: 4.2 psf E Min Br Width Re - Soffd: 2.00 BCDL: 5.0 sf Bldg Cade: FBC 2017 RES Max TC CSI: 0.316 g q = P D Min Brg Width Req = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.308 Re Factors Used: No Max Web CSI: 0.247 Bearing B r a rigidseatsurface. i Spacing: 24.0 " C&C Dist a: 3.00 ft P Bearing B requires a seat plate. Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per �ly (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber Top chord 2x4 SP #1 _ C 295 -638 C - D 59 74 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Loading Chords Tens.Comp. Chords (Tens. Comp. Hipjack supports 6-11-8 setback jacks with no webs. B - G 578 -259 F - E j 0 0 Wind ) G - F 570 - 262 Wind loads and reactions based on MWFRS. Maximum Web Forces Per Ply (lbs) �" yv Webs Tens.Comp. Webs Tens. Comp. 41,* G-C 181 0 C-F 314 -684 7102 . 1 STATE I ..:,. 40 015A38 t`F 56 81.St1813 7F 49 00 99 2E 85 FB ThuItem his b cncbet s& ned Wdwaled by tAw cl Ntarttnes, (rt. Lk. awsaszt a, Yi a sh sua abs va uga s a axsthenLtcadersx�3a, plb tndccpa"dw-mmeatu9 mot co-Adend adand seated i and the SKAZauthentimli Mde M-t€c medf-dcata'Ydcdmok- capioL "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! I "`IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) r satPety practices prior to performing these functions. installers shall provide temporary rieli bracing per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a progerryiy attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to ° 1'°11cu� °r drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handlia shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ , listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability ! and use of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. j Far more information see this "ob's general notes Dacia and these web sites: ALPINE: www.al inedw.com; TPI: www. inst.o ; SBCA www.sbcindu .com; [CC: www.iccsafe.org C Job Nuritber: 36CS00053 Ply: 1 SEQN: 667983 / T26 (HIP_ 4EAB Aa "D" /DR Horton /4EAB Aria "D" Qty: 1 FROM: AH DRW: Truss Label: CJ7A Wgt: 42.0 Ibs .. / ... 05/29/2018 as SEAT PLATE REQ. 67 9110"1 6.3„ 3'7" 11 6'1"4 3'3"12 5" 6 1"4 9'51 1 1 Loading riteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflfCSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 0.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Ice L/defl U# Loc R / U / Rw / Rh / RL / W TCDL: i 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.013 G 999 240 B 303 1204 / - /- /- 110.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0,038 G 999 180 E 353 / 165 /- / 0 / 0 / 1.5 BCDL: l 0.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 F - - D 31 / 15 /- . /- /- 11.5 Des Ld: 37.00 EXP. C HORZ(TL): 0.007 F - - Wind reactions based on MWFRS Mean Height: 15.00 ft NCBCLL 10.00 Code ! Misc Criteria Creep Factor. 2.0 g Width Req = 1.5 TCDL: 4.2 psf B Min Br Soffit. I2.00 BCDL E Min Bi 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.200 9 Width Req = - Load Du lion: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.301 D Min Brg Width Req = - Re Factors Used: Yes Max Web CSI: 0.233 Bearing B is a rigid surface. Spacing: 4.0 " C&C Dist a: 3.00 ft p Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber Top chord L SP #1 A - B 14 -11 C - D 51 -66 Bot chord x4 SP #1 B - C 316 -590 Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (lbs) Special Loads Chords Tens.Comp. Chords Tens. Comp. -(Lum Iler Dur.Fac =1.25 / Plate Dur.Fac.=1.25) B - G 550 -278 F - E 0 0 TC: Fro0 plf at -1.41 to 55 plf at 0.00 TC: Fro 2 plf at 0.00 to 2 plf at 9.84 G - F 538 -276 BC: Fro 0 plf at -1.41 to 4 plf at 0.00 A BC: Froj 2 plf at 0.00 to 2 plf at 9.84 Maximum Web Forces Per Ply (Ibs) TC: -7 Conc. Load at 1.41� was" Webs Tens.Comp. Webs Tens. Comp. TC: 99 b Conc. Load at 4.24 +t� TC: 222 �b Conc. Load at 7.07 G - C 271 -62 C - F 331 -645 BC: 23 b Conc. Load at 1.41 da BC: 96 �b Conc. Load at 4.24 2 BC: 174 b Conc. Load at 7.07 Wind War Wind loads and reactions based on MWFRS. TAT SAL$ 40 015143E FF 50 8180 8B7F48 00 99 2E 95 FB This ltesntm barn a& tfadwA waiad by Laawtl Martina, E {fit., t[c.047t9zt an the dam shown abaw u^ang a 1�fh4 asks cntsaxhva eswie,. udc0siaxofttisdsxsr,. Aan4not crosd& ad*.adandmiad aaad ttrz ksuYhaz.Grat eaaeo:8e ros.tbmaedf3esM We datmnk j ta�Ins. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! MPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS fusses reggdire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building .omponent Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary cur racing per CS! Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ripp! ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, onr %117ic"rir5 ur s applicabl Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to i Irawings 16014-Z for standard plate positions. 1pine, a d!v §gion of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the vss in conf grfance with ANSI> I PI 1, or for handling shipping, installation and bracing of hvsses.A seal on this drawing or cover page. sting this awing, indicates acceptance of pprofessional engineeringg responsibility solely for the design shown. The suitability nd use of his drawing for any structure is fhe responsibility of the 6uildinq Desiqner per ANSI/TPI 1 Sec.2. Gable Stud Reinforcement Detail ASCE _7-101 160 mph Wind Speed, 15' Mean Height, Enc(osed, Exposure C, Kzt = 1.00 - - - - Cr� 140_nph WJnaLSp�ed�i5rMean Height Partlatly-Enclosed,-Exposure C,-Kzt-=-I OO-- Or, 140 mph Wind Speed,-45' Mean Height, Enclosed, Exposure D, K-z = LO nr, 120 mnh Wind Sneed. 15' Mean Heloht. Partlally Enclosed. Exoosure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade",_."Braces No (1) lx4 -L- Brace +1 0) 2x4 'L' Brace x (2) 2x4 'L' Brace xx (1) 2x6 'L' Brace Ir (2) 2x6 'L' Brace x Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 10, 6' 7' 6' 10, 7' 9- 8' 1' 9' 3' 9' 7- 12, 2' 12, 8' 14' 0' 14' 0' U Q S P F P #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 5' 9' 6' 1' 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' 11' 9' 6- 10' 4' li' 1' 14' 0' 14' 0' n% #1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4- 9' 8' 12' 4' 12, 9' 14' 0' 14' 0' 42 3' 10, 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 9' 7' 1 12' 2' 12, 8' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' ll' 7' 5' 9' 2' 9' 7- 10, 11' 11' 8' 14' (U I D F L Stud 3' 9- 5' 3' 5' 7- 6' 11' 7' 5' 9' 2' 9' 7- 10, 11' 11' 8' 14' 0' 1 14' 0' d Standard 3' 6- 4' 7' 4' 11' 6' 2' 6' 7- 8' 4- e' 11' 9' e' 10' 4' 13' V 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' e' t0' 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' -i-') _ L S P F u #3 4' 2- 7' 1' 7' 9' e' 9' 9' 1' 10, 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2- 7' 1- 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' O �I F Standard 4' 2- 6' 1' 6' 5' 8' I' 8' 8' 10' 5' 10' 10' 12, 8' 13' 7' 14' 0' 14' 0' #1 4' 7' 7' 7- 7' 111 9' 0' 9' 4' 10' 8- 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' S P q2 4' 5- 7' 6- 7' 9' e' 10, 9' 3' 10' 7' 11' 0' 13, it, 14' 0' 14' 0' 14' 0' #3 4' 4- 6' 5- 6' 10' 8' 6' 9' 1' 10' 6' 10, 111 13' 4' 14' 0' 14' 0' 14' 0' QJ I D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6- 10, 1t, 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2- 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10' 10, li' 10, 12' 7' 14' 0' 14' 0' d S P F #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 7' B' 2- 8' 5' 9' e' 1 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14, 0' (D U O H F 1 Stud 4' 7' 8' 2- 8' 5' 9' e' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7- 7' 0' 1 7' 5' 9' 4' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X 1111, 5' 1' a, 5' 8' B' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 10' 8' 3- 8' 7' 9' 9' 10, 2' 1 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' �f #3 4' 9' 7' 4' 7' 10' 91 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Ri D F L Stud 4' 9' 7' 4' 7' 10' 9' e' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' .--f Standard 4' 7' 6' 6' 6' 11' 1 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' Truss Diagonal brace option. vertical length may be doubled when diagonal brace Is used Connect diagonal brace for 600# at each end. Max web total length Is 14'. Vertical length shown In table above. yZ., About. r 18' )K ,L, L Brace XX 2x6 DF-L #2 or better diagonal T I t bracer single B, or double cut L 1 (as shown) at upper end Connect tllagonai at I' I I� - I� I �.' , I I ' midpoint of vertical web, �U�l III` `t71 Refer to chart above I . WArdm(caw READ AND FALLOW ALL NUM -IN THIS DRAWDO ww1HPORTANTww FIRC+ISH THIS DRAWING TO ALL CONTRACTORS INCUMING TIE D6TALLFRS Trusses require extreme care In fabricnting, hondting, •shlpping, InstalOng and bracing. Re ,.. and follow the latest edithn of BCSI (Buldna Component Safety Information, by TPI and SBCA) for`. safety practices prfor to performing these functions. Installers shall provide temporary bwcing per BCSL Unless rated otherwise, top chord shalt have property attached structural sheathing oM bottbn dwrd�'. shall have a proper+Y attached rldd calling. Locations shown For permanent lateral restraint of webs shall have bracing Installed per BCSI sections $3, H7 or H30, as npolcoble. Apply plates to each fore of truss and position as shown above and on the Wnt Detalls, sec notetl otherwise. Refer to drawings 16OA-Z for standard plate positions Alpine, o Wvklon of ITV Buftding Components Group Inc shall not be responsible for any deviation from AN 1TWCOMPAW this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for hrxAhg, shppinq, Installation & bracing of trusses. A sent an this drawing or cover Me tlst1mg this dra■Mg, Instates acceptonce of professional erglneerlrg re tttvy„sdNY her the 13389 Lakefront Drive for ang<ry,cstp,yo.nesbBl� desth)ne sMwg he gsWAaSnu1oSfetchi2s drawing Earth City, MO 63046 For more Information see this job's gomeral notes page and these web It.. ALPINE. wwwAtal-Ite.coml TPI, www.tolmst.orgl SBCA• www.sbelmdustry.argl ICC, wwwJCCGnfeArg 7� Bracing Group Species and Grades, Group AI S ruce-Pine-Fir Hem -Fir #1 / 4 2 Standard 02 Stud #3 Stud #3 IStandard DO u has Fir -Larch Southern Pinex=w #3 #3 Stud Stud Standard Stnndnrd Group Bt Hen -Fir #1 & Btr #1 Do has Flr-Larch Southern Plnewws #t #1 a2 a2 1x4 Braces shall be SRB (Stress-Rated0Gop wwFor Ix4 So. Pine use only IndustrialIndustrial 45 Stress -Rated Boards. values ma be used with these rad Gable Truss Detail Notes, Wind Load deFtection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Goble end supports load from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3,0' min) nalts. A For, (1) 'L' brace. space malts at 2' o.e. In IS' end zones and 4' ac. between zones. )(#(For (2) 'L- braces. space malts at 3' o,c. In 18' end zones and 6' o,c. between zones. 'L' bracing must be a minimum of 80% of web member length. FF�G.ble, Vertical Plate Sizes No S lice Less than 4' 0' 2%3 Greater than Vertical Length 4 Refer to common truss design for peak, splice, and heel plates. Refer to the Bullding Designer for condittons not addressed by this detoll. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 MAX, TOT, LD, 60 PSF MAX, SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-10i 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 On 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ori 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nri 120 mph Wind Soeed, 30' Mean Helaht, Partially Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces (1) Ix4 'L' Brace 1((1) 2x4 'L' Brace )K (2) 2x4 'L' Brace xx (1) 2x6 'L' Brace r (2) 2x6 'L' Brace no Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B n #1 / #2 3' 8' 6. 3' 6' 6' 7' 5' 7' 8' e' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' - S P F #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' B' 9' V 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' Ill 11' 13' 7' 14' 0' 0 I I Standard 3' 6' 4' 7' 4' il' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' Q1 111 3' 10, 6' 4' 6' 7' 7' 6' 7' 9' 8' ill 9' 3' ill 9' 12' 2' 13' 11' 14' 0' —� S P #2 3' 8' 1 6' V 6' 6' 1 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0• 13' 9' 14' 0' #3 3' 7' 1 4' 10' 5' 2' 6' 5' 6' 11, 8' 9' 9' 1' 10, 1' 10' 10' 13' 8' 14' 0' OJ D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' Lol to, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' V 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' r #1 / #2 4' 2' 7' 2' 7' S' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' _U +> _ S P r #3 4' 0' 6' 7' 7' 5' 8' 4' 8' S. 9' 11' 10' 4' 13111 13' 7' 1 14' 0' 14' 0' U u Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' O Hl P Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' Ill 10' 4' it, 10, 12, 8' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' QJ D F L Stud 4' V 5' 11' 6' 4' 7' 11' 8' 5' to, 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' 0' Si' 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Cf LD U S P f u #3 4' 5' 7' 7' 8' 1' 9' 2' _ 9' 6' 1 10' 11' 11' 5' 1 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' to, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' O H1 P Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, Ill 11' 5' 13' 7' 14' ' 0 14' 0' 0 14' ' X #1 4' 10' 8' 0' e' 3' 9' 5' 9' 9' ti' 2' Ill 8' 14' 0' 0 14' ' 14' 0' 14' 0' S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' ill 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' S' 6' 1' 6' 5' 1 8' 1' 8' 7' 10' 11' 1 11' 5' 12' 8' 1 13' 7' 1 14' 0' 1 14- 0' -- Apout jl'. able Truss Diagonal brace option - vertical length may be [)KW doubled when diagonal 18' brace Is used. Connect L diagonal brace for 6900 'L'at each end. Hax web Brace total length Is 142x6 DF-L #2 orbetter diagonal 'r Vertical length shown i bracei single 8, In table above. j or double cut 45' (as shown) nt L 1 � In f�r hrz��n upper end. ntinuous Hearing Connect diagona at R111111111II midpoint of vertical web. Refer I chart above for max gsbhe ri(N(U� length, avARIIDiGW READ EAND FOLLOW ALL NOTES ON THIS DRAVM � , ` T '�i M —IMPORTANT FLRNISH THIS DRAVDIG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. `��t �\V I/1-'rid Trusses require trwme are In fabricating, handling, shipping, installing and b—Ing. Refer to and Al follae the latest odlti0n ow of BCSI (Bing conpanont Safety ahformotion, by TPI and SSCA) for -Ty �` Ali practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached NOW ceilbhg. Locations shown for permanent lateral restraint of webs �� l sholi have trntlng Instas s per BCSI sections n the J or Det s untessble, Apply plates to each Fnce Q I1 11_JI of Muss and posltlon nc shorn above and o the Joint DetnYs, unl¢ss noted otherwise. X ILI�LIJr� Refer to drawings 160A-Z for standard plate positions, f Alpine, n u4d division of ITV Brlir� Components Group_1n4Sha1!_ootJie_eesponsible-For=an __ -__AM- - - tMhw .u�g0rg,=any_{'aiha-truss-h-a nfcrnn�crwltti-ANSFITPITar-far'hu 4hp, Sfi P !— (�. �'" wistallbthn L b acing A seal on thh dwwYp ar covrr pogo listbg this draw Indicates ncceptnnce of profe5siorgl F] ` o _ _— _ respomsah0.lty solely far tM deslan shown Theme sultabllity and use of Ws droehg �i-rOj{s � O FT jv��.t'l��c� For any a Is the resparm7oAlty of tFe BuRdrq Des7gner per ANSVTPI 1 Sea2. �, ®qp� Eanh City. M nl Orive ALPINErr ore informatinelt—ion e this job'rp emrat notes ev .esCp*ge and tryarhew web www ites, arg fr�f{ �vV1y . 11 'sit\ Each Ciry, M063045SBCA, ��: Bracing Group Species and Gradesi Group Al S uce-Pine-Fir Hem -Fir a1 / a2 standard #2 stud #3 Stud a3 Standard no Ins Fir-Lorch Southern Pinetiwti a3 03 stud stud Stnndnrd Stnndnrd Group BI Hem -Fir ai 4 Btr a1 Dou ins Fir -Larch Southern PlnewKw al al #2 a2 Ix4 Braces shall be SRB (Stress -Rated Board). rwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group values may be used RBith these rode.. Gal3le Truss DetaiL Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 135 ptf over continuous bearing <5 psf TC Dead Load). Gable end supports load from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang, Attach 'L' braces with 10d (0,128'x3.0' min) nails. X For (1) 'L' brace, space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. AWFar (2) 'L' braces- space malls at 3' o.c. In 18' end zones and 6' o.c. between zones. 'l• bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len th No S lice Less than 4' 0' 2%4 Greater than 4' 01, 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 LD, 60 PSF SPACING 24,0' e0'�2 ONIO'ddS 'Xb'W Q1waivs=rasa n0[ Iaj&Aj3.snpxVgs'aaa TOMS ,8.o•}syds•raa UL Iuo7aila4divaas r3Md-w rsa}p qsa ssaL4 puv sGua saUm 10.nuso s.goj m44. ass uopvu.aojq a.ou m.j sm on kio 4T3 _ ^*S T IdLmm -d Rpm &*wwx4*R=Iv"'4} sl s+ogwn.4s Auv .o; alp* s4do am pv �+Mm a,a.w,ou. 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E x,"VO) uowwo3 POT IslloN uanluQ pug y}l+a uagwaw Bulouo;ula.1 A. yova y�o}}V vBlsap ssnj:l. pa.laaulBua ay} uo pal.4pads 4blldn JO,4 suol}oauuoo apino.,d 8XZ *IIX2 laldwvx3 gala ay} uods o} sm old paddDluano ay} pa.elnba.a aoD.aq 1, x do Daub iD?o� ay} sJaA07 }vy} a}Dld al6uls ,-I, ,80 uu% .Aa}vau6 D asn 'dvlrano saiald loot;.AaA algv8 31® %flual lvol}.aaA algv9 •sa}old laay pun •ciao, 'aDilds '1'lvad uoj uOlsap ssn.I� pauaaul6u3 oa. Aa0aG+ •spn}s lvol;.laA .Iod sazls a}vld wnwlulw _ _.1of_po�ap_algv8 auldiy_a}vhdo7ddo_o; aa3aa sazIS a:old ssnul algDg paulnba.4 a�o.Aq 11 .Io ,l, .84 uvya. ja4.oa.a6 y}8ual JUDID AaA alqug aoo.aq goos ;o nail uI pa.alnbau anvaq A. - 0 .l. ON 9'. •yjBual .4agwaw do %06 sl ago Ag •sa�D,4q ,1. .4o ,j, q: IIm pa�o.aq aq o} paau � uior o} }.uior wo.� f ,817 .Aano sgaM=ua�}=a�v.aq-go3s-v-sn4-qaM-�.I— sYn�[�.�aA ul—�a-1 40J 1!10�aQ aIgi )9 4waw iolulaa L. Hip Frame Details Hip Frame 2; 'R' xthed Use this detail ASCE 7-10, 180 for, mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss manufacturer, Hip frame is designed to provide bracing for flat top ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or chords of hip frame system where indicated, Flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of stepped hip system must be So, Pine lumber. ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, Structur anels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1.00 To hipo . .miens, -WARMUQ-- REAM AND FMLLMV ALL NOTES a TMIS It hWWG -M1PMiITAHTv FUFAM TIMS MRAVMI6 TM ALL CONTRACTUM INMUMMVG THE DISTAUXIM Trusses require awtrehe core In fabricating• handling, shipping. Installing and bracing. Refer to and Q. GEN fy ' REF HIP FRAME DATE 10/01/14 fngaw the latest emtlon aF Bcsl ca,amr,a Canponent SaFety mfarnotbn. by TPI and sBrn1 far safety practkes prior to perforntrng these iunctlons. IrnstnUers shop provWe tenpornry bradng per HCSI. unless no otherwise, top chard shall have property attached structural sheativno and button chord shall hnve a properly attached rigor telling, locations shown Far pernnnent toterrastrnint of ..be. a p _ Na q.1 E * = DRWG HIPFR1801014 ® shalt have Installed per SCSI sections B3, B'7 or Hlg, as applicable. Apply plates to each face of truss and posltlon as shown above and an the Joint Metaks, uMess noted otherwise. / S, AiE OF Refer to drawings 16CA-Z for standard plate positions. .� l .�_ Alpine, a division of ITV bAding Components Group Inc. shot( not be _responslble forte devlatbn fron _- —A\.,=—tom. — — A seal on this drewlg a cover page listing this drawing, indicates acceptance of professional erngfneerlrg reapons�tlUty solely for the de sham The srdtabllty and use of this drorkq 133BB Lakefront Drive for any structwp o the responsbdity aP tiw Mdhg Meslgnar Per ANSI/TPI I Sect Earth City,M0t Dfl-3G45 For here InFormatton see this Job's general notes page and these web sttas ALPMl6 rwwalpbtwltw.conl TPA ewwAninstornl SBCA. www.sbclndustr 4M ICL1 wwwlccmfearg VaWe_y Detail- - ASC-E 7 1-0:-160---i- ph,-_30-'_ Mean_Height_,_Enclosed, Exp, C, Kzt=1.00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Unless specified otherwise on engineer's sealed design, for verticnl Bot Chord 2x4 SP #2N or SPF #1/#2 or better, valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, web, same species and grade or better, attached with LOCI box (0,128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Attach each valley to every supporting truss with, Lateral Restraint applied at mid -length of web is permitted with diagonal C2) 16d box C0.135' x 3.5') Halls toe -nailed for bracing as shown in DRWG BRCLBANC1014, ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1,00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1,00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates. 3X4 12 12 Max. 2X4 X4 �--- 8-0-0 max --i 04 12 12 Max. I- 1X3 IX3 (Max 5X4/SPL LT Top chord of truss beneath valley set must be braced with, properly attached, rated sheathing applied prior to valley truss Installation. Or Purlins at 24' o,c.` or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. xxx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0', Valle Spacing Pitched Cut Bottom Chord Valley t Le-rialted 2X4 Q C�c �F__ SPa 2X4 4X4 Square Cut Stubbed Valley Optional Hip Bottom Chord End Detail Joint Detail VOL Plan at 21, O.C. I - Supporting trusses at 24' o.c, maximum spacing, IUVAfa1M" PEU Na FULLI' PI- NOTO DN n= 11RAWH a MU Nfo ruDVORTAI FT97NISN TMS BRAVM. M ALL CaNTRfd:TORS IIDMg TIE VWALLERS o` �*yE �/�+ fa •'' G TC LL 30 30 40PSF REF VALLEY DETAIL Trusses require extreme core In fabricatbg, handteng, shlpp4g, Installing and bracing. Refer to and folio. the latent edition of BCSI (Jldeg Component Safety Infornoticn, by TPI and SBCA) far safety \lr,6r .5� "!, �'C DL 20 15 7 PSF DATE 10/Ol/2014 DRWG VAL160101014 proctices prior to performlmo these functions. 1..tallers halt provide temporary bracing per BCSL lbdess noted oth—d-, top hard shll ahove property ntt..h.d .truct st sheathing and bottom hortl �; �;'. £ DL 10 g' 10 10 PSF Q ��1ffTttt �I-��� ILI1� II--. shall have a property atWrhad rigid ceiling. Locations show, far permanent ,sterol restraint of .miss shall have bra Installed per BCSI eeetiioma B3, 87 or RIO, as applicable. Apply platoe to each face of truss and podtbn a. shwn abave and an the Joint Dotake, uiie. rwt" atherHse. A / = -J p Vi LL 0 0 0 PSF ��--�� L� AN ii1N COMPANY Refer to dra.ing. 16CA-2 far standard plate p..tU .- Alpin., o dvlslon of ITV Bullding Canponant. Group Irc shall met be responsible for any deviation fram this dra.T g any faRur. to bued the truss In eonfornnxe with ANSI/TPI 1, or for hamdllmg, shlpping, _ � �.n 1.�T� (�� r �` TOT. LD. 60 = 57PSF 55 • Inst.U.ti n 1. brochg of trusses. A seal an this dra.ing w cover papa Uathg this drowing. bxlcatec acceptance of profes.1onnl sm,solely for the sho.n The sultaMtq and use of tt✓s d awb g reCt� s A' 4% 4 °� UR,FAC.l.ZS/1.33 1.15 1.15 fi re ti I % t� �,.�` s SPACING 24.0' 13369 Lakefront Orive Earth City,Pd063045 For more information see this Job's general notes pa pe and these web sites ALPINEr ... Un itw.eon, TPL ...Apblst.arg) SBCA .n.sbelndustry-rg) IC6 ....� �,, `:,�t� l i .� e iIF Piggyback Detail - ASCE 7-10i 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 Ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg. located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0. Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o,c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. I'm Refer to Enoineer's sealed truss design drawing for piggyback and base truss specifications. Detail A I Purlin Spacing = 24' o,c, or less 12 Up to1217 II II Spacing = O.C. max 4' i—Top Chord Scab (Typical Each End) Flat top chord purlins required at both ends and at 24' max D.C. spacing In between, Detail B , Purlin Spacing > 24' o.cl Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0.135'x3,5') and secure top chord with 2x4 k3 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 purlin 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 \\ 4' Purlin Spacing) (/ 24' o.c. max FL Top Chord Scab (Typical Each End) Chord Flat top chord purlins required at Depth both ends, purlin spacing > 24' o,c. Notes If purlins or sheathing are not specified on the flat top of the base truss, purlins must be Installed at 24' o.c. max. and use Detail A. `lla}pliiii%i%% ALL WFES IN T= MA ewINPWURN TANTee FISH T= ORAMVDG Tea aALL CWTIMTERS RICLUDQie3THE INSTALLERS `��+ 44 Trusses require extreme cure In fabricating, handling, sWpping, Instalft and bracN Refer to and ` t� ^c fallar the Intest edillan of SCSI (Buldtrlg Component Safety information, by TPI and S�) for safety �J ��LL%�al� practices pNor to performing these functions. Installers, chap provWa tenporwy bra Mg per SCSI. n U- Unless oted othenise, top chord hall have properly attached structural sheotNng and bottom chord z lb shall have a properly attached rigid ceNng. Locations shown for permanent lateral restraint of webs I �1� shall have broW�g instalted per BCSI sections B3, V or BIO, as applicable. Apply plates to each face truss of tss and rprn 5ition as shoabove and on the Joint Detalls, untess noted otherwise. .~ Refer �uL_J) to drawings 160A-Z for stantlartl plate posits — Alpine, u division of ITV Building Components Group Inc, shall not_be responObte for�ny-#"Iaatiorifron A scat owl this &'Zwlna or cover page Listing ttds drawing, b�cotes acceptance of professional ws t+.° t i ergMeerYg resoonsa�RltY solely for the design shorn. Thr svltab4Fty oM use of this d-arhp I ' M 0 iar any siruetle•e Is ihn resporrelbtlty of the BuAd)rg Des7gner per ANSI/TPI 1 SecZ �.,p `' 13389 LaYehonl Drive For' more Information sae this G amoral notes and these web sites, wee � p � ee`` Earls City, M0 63048 ALPIHEI wre.olperoitw.conl TPI, rnatptnstoras SECA, wecebclntl� try.ora) ICG wwwlecsafaarg r''9 1Q1VA I i 1Y(' Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 03 grade scab (i side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' c.c. Attach purlin bracing to the flat top chord using (2) 16d box nails <03351x3.5'). The top chord N3 grade 2x4 scab may be replaced with either of the following, (1) 3X8 Trulox plate attached with (8) 0,120'xl,375' naps, (4) Into cap TC 6 (4) Into base truss TC or <1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'x1.375' nails. Note- Nalling 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'xl.375' nails Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'x8'x7/16' <min) APA rated sheathingg ggussets (each face), Attach @ 8' o.c, with (8) 6d common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF 112, full chord depth scabs (each face), Attach a 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 Plagvbock Plate One 28PB wave pl gyback plate to each face @ 8' o,c, Attach teeth to plgg back at time of fabrication. Attach to support)Ing truss with (4) 0.120'x1.375' nails per face per ply. Piggyback plates may be staggered 4' o.c. front to back faces. 24,0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 This detall Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method Is desired. Notes+ This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4010 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(W 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, _Substl-tu-tion T-Reinforcement Or T-Reinf. L-Reinforcer�enti 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 807 of web member length. T-Reinf, L-Reinf, Scab Reinf orcementi Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'x3,0',min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length, Scab Reinf. MVARNDOM w READ NO f IXV ALL NaTU IN TM 1)MVDGI .``t jvj �'�. �iI TC LL PSF REF CLR Subst. 1e-WMTANTn iTIMM THIS DRAVM TD ALL CONTIWT= DCLUBM TIC D18TAtl M shf Trusses requlrw extrome care b, fabricating, handling, shfpUg, Installing and bracing Refer to and n fabri handling, v,�j,,, �p /q �� ` A/ ' folio. the latest sexton of BCSI Component Lifornatbn, by TPI and SBCA) for safety to these functions. Lxtatlers shalt temporary bracing BUL �` C� �A, % TC DL PSF DATE 10/01/14 DRWG BRCLBSUB1014 prnctcec prior parfornM9 provide per twos noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a attached celtft. Locations shown for lateral restraint of webs �1c �1se, C DL PSF property permanent 5V shall have bracing Installed per I sections 83, B7 or B10, as applicable. Appl plates to each face \' a (� n)P49 'L�-L� f trusty aw ings 1 n a: faawn anew¢ And an the ia.t L¢tae:, un.as oared n�h¢r.i¢¢. fifer to drawings 160A-2 for standard plate postlons. 7 �C LL PSF Arpin tllvlsion of ITV Building Conpanentc Group Inc. shall not be responsible for any devintbn from'OT. LD. PSF %Ji rtWCOMPANY this drawing, any faRure to bJld the truss In conformance slth ANSI/TP[ i, or For hnMting, sh�ping, r .� {�'�'� �� tnstatlatlon 6 lvncing f trusses. A seal an this drawNg ar cover page IlstLg this drnwg, bdcntes ncc¢ptarce of professlwml q ty sdelY For the design shown. the suttabNty and use of this arnwYg y'� > �+i �e Tj � Q DUR. FAC, 13389Lakeleant Drive Earth Ciry, M063045 for ony�sfrucWrere Wrthe respor�IbHliy of the Bu0.d4g Designer per ANSI/TPf f Sec2. ALPME, rww,alptneltwsomii TPl,see www.tohikorpgi SW.V �sbcindustry.orm MC wwwccsafearg c� 1 (� 'hT fT 1� ,���},`��,/;}`` �¢f4 1?{Y'1 A1., f?4� �t SPACING Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces May be increased for Duration of Load or web member. This design is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and 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. Nail. into 2x4 members using two (2) rows at 4' o.c„ rows staggered, Nail into 2x6 members using three (3) rows at 4' o,c„ rows staggered. Nail using 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detall is limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In loads. s L L 4` o,c, ___i Typical ~ + O + 0 + 0 + 0 0 + 0 + 0 + 0 + —1 2' ( _ Stagger + = Back Face 10d Box (0.128' x 3', min) Nailst 0 = Front Face 2x4 Member - Double Row Stagger( 2x6 Member - Triple Row Staggere 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 24' 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30, 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36, 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 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# 1 6095# 6660# Minimum L Distance "VARMRO-6 READ AND FULLDV ALL NOTES a This DRAVD,a �. �,... ...-.. +-- r ..D(PMTANTo FWaSN arts DRAVDJD M ALL CeNnALTDRS MCLOM TIE DUTALLERS. .� Q �EN �f,.p,. ++,,+ REF MEMBER REPAIR Trusses requre extreme c r in fabrkatln8, handling, shlppino, Installing and bracing. Refer to and toll.. the mtr.s edtl— of aecsl (Badng fbmpanent safety Information, by TPI and r1CA1 Far safety � � � ��'. DATE 10/01/14 pr.ctices prior to performing these funttlons. Installers shall provide temporary bracing per BCSL No. � Wless noted otherwise, top chord shall have properly attad,ed structural sheatFJng and batter+ th.r �• DRWG REPCHRD1014 d+all have a properly gttochetl A d ...laps Locations shorn for permanent lateral restraint of robs l ff�� mall have brace j Instnitod per B SI section. R3, B7 Bfe, os uppl cable. Apply ptates to each face Q II It—J10 of truss and positlo as sho.n above and on the Joint Det.R., Ness noted other..... ILI�ILIf—� R.fer to dr.ralps 16OA-Z for standard plate positions E OF Alptr.e, a dvtsbn of ITV Building Lonponents Grog lnc3holl_ry�t_b�cesponslhle_£vr onY—d_eWgtlw}ffon� � _ � -_ -- -- — -- --- — ---- _ —AN-fiWODMPANY- ,ra�o�d=u�r-�.:� zw.,�na„�r=-.rtrrAMSItTp[-I, cr'for I,anatu,a—sxp A♦ t,- � - --- - - MstWWtion L Ing of trusses. _ �ii o 40j�V�t A Beal on this drn.Ng or [over page BcwO tYd drn.te.g, Indcates neeeptgnee oP professfornl I„ "� h.'V ♦., engtneer4g re�xindbllty solNy Far the tles�n sho.. The sUtabllitY and use of Z7da drartng � (• For any strt.ctwe Ls the respansNDtY of the BuAtlho Deslgnrr per AHSI/TPI 1 Ser2 ,` ♦♦ Earth City. oe3oa5 For more Information sea this Job'. general notes page and these web sites. +,,�atVAL �=Li ' ♦♦ SPACING 24.0" MAX ALPINE.—.1.1melt..con. TP1. w toMct.orm SBLA. rww..bdndustrvorQ1 ICO wwwJcccafearo fill. .... ...Ht - =STANDARD—BO-T-TOM C-HORD—FALSE FRAME--DE-TAILS-- 4' 0' OC MAX. LENGTH T0� ILLER EXISTING FILLER - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL,' - USE #2 OR BETTER <1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - LOCATE VERTICALS AT 4'-0' ❑.C• MAX., OR SEE NEXT OPTION. - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD <4' MAX. PANEL LENGTH). APPLY REQUIRED BRACING (SEE BELOW), - OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES <OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS). XLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' 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 L❑ADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING AND 1OPSF MAX. CEILING LOAD., WITH THE EXCEPTIONS f 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'). iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED 11 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 MODIFICATI❑N, - 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 J❑INT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE). FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2,5') 2 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED, - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0.120') x1.375' NAILS INT❑ EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS). - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH <6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT CONE FACE ONLY). —VAIM0. READ AND W ALL NOTES ON THIS DRAVM rsD�f TANTo 104SH THIS DRAVINGOALLL CONTPTRALTO2S AICWDING THE =TALLERS. Trusses require extrene care In fabrkathil, handing, shipping, Ins}a1Urp and bracIn0. Refer to and fdlor the latest edition of BCSt Bulirding Conponen} Safe}y Infornntkn, by TP[ orW SBCA) for safety pprt'n6ctices prior to prrfornnp *hate functlons Installers shall prcvlde temporarryy brwInp per BCSL UrieG6 noted otherrise, top chord chap have properly attached structural sheathtn0 and bottom dw n y shdl Faye ¢ properly attached;V ceNnp• Locations shorn far pernanent lateral restraint of reW shall have brotlnp nutaged per I sand an 83. J or Beta as applicable.no Apply plates W each face 11��1U_�l�11 of *rocs antl ppodtbn ¢s shorn ahova and on the Jon* Details, udcss noted otheretsa. lie to drasngs 16OA-Z for standard plate positions. Alpine, a divlslon of RV Bullring Conponents Group Inc shall not he respansihle far any deviation fr AN RW WMPANY this drarnp any failure to build the trust in conformance rlth ANSVTPI 1, or for handenp, sNppng Installation L bracing of trusse& A seal on Ws dm4V or cover pa Ustnp the dra**, Indicates acceptance of professio al fen eeerMp re� Elpty sdely for the dedpn shorn. TM s bNty and use oP tHs d—Ing 13389 Lakdronl Orive s3ruc Is the responsNUty of the 9ddlnp Dcdpner per AFLST/IPI I Secs& Earlh City, MO 63045 For more information see this Job's General notes page and these web sites, ALPINE, revaloneltrconr TPD rertonst.orar SBCAj rrr.sbcndustrycroi 100 vrlcccafe.oro REF BC FILLER DATE 10/01/14 DRWG REPBCFIL1014 SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 Mph wind, CAT II, EXP C, 30.00 ft Mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00, ASCE 7-10 160 mph wind, EXP C, Or 140 Mph wind, EXP D, 30.00 f t mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1,00, Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length, Attach overhang scab to one face of top chord with 10d box <0,128'x3,0', min) nails at 8' o,c. plus clusters of four nails where shown in figure below 00, NOTE: #2 is the minimum lumber grade allowed for all species. NOTE: Add 210# uplift (max,) to reported truss uplift for wall connections, oVARWNfdww READ Arm FO.LDv ALL NDTM BN TNIS BRAVB(f� .�`-Jam" -- "'%%A_'G, T❑TAL TOP CHORD REF 2X4 SCAB O.H. wwD4BITAttTa fLFKW n = BRAVING TO N.L C@RRACMn INCLUDING TIE INSTALLERS. ses require extreme core in fabricatLg' hand8ng, shipping, inatglUng And brocing. Refer to and G61VS` ., LOAD NOT TO the latest edition of SCSI (Bidding Conpnnent Safety Information, by TPI and SBCM for safety $�g� F DATE 10/01/14 :es prior to perfarntng thee¢ functbns, Installers sMlt provide temporanrryy brotlng par BcsL EXCEED 40 PSF Hated ntherHs., top chord shalt hove properly attached structurat sheathing and bottom chord _ �Q � (DEAD PLUS LIVE) DRWG ❑HSCB2X41014 Ave a properly attached rigid "Wiyt Locatbrns shorn for permanent lateral restraint of Webs _ ave bracirq Installed per BCSI s.ct(ons B3, 87 or B10, As o dknble. Appty plates to each face its and potation As shown above and on the Joint Setalts, u .st noted otherwise. T to drawings I60A-Z for standard plate posltbns. r. A division o£ ITV BuOdina Conaanents_GroLo-lnG_shaU-not-be-resoonolble-.for=nnYadeviat[oriz-from -- - = - -tNs7lep-a_�Any-Facto-biJtd-Wr"trussfrrconfornane¢-¢ItKANS171or-for hantlerg, sNPping, installatbn L bracing f iruss¢s. A sent on tins drawft or cover page Usting this drawing, Indicates acceptance of professloml e� eng resportlit satiny far the dealgn shown, The suitabmty and use ofse this drawlno ''7 \ 154 \0 DUR, FAC, 1,15/1.25 1338D Lake(roni Drive for` °NY�'d IT rcKY NQ �`'r per ANSI/iPl 1 See2.'yy (� p ', Earth City. M0630d8 ALPINE �eralWnett con TPB'w—tpbipstorgleSBCA- www.sbcltes neral nopn WstrycrgrAnd ¢ICO n .1-fe.org !!9f!/l��`� SPACING 24' 0 7 �t 12 (2) 16d TOE NAILS O IVARIES � OPTIONAL SCISSORS BOTTOM CORD s (2) 16d TOE NAILS TYPICAL END JACK (EJ) N.T.S. EJ Jack a_ x v CONNECTION DETAIL (BJ) m = (2) 16d GUN NAILS g FOR EACH LOCATION SHOWN TOP & BOTTOM 2x4 SYP Nailer 16" Long o �` 6'-0" Top & , Bottom use 16d boa Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. CONFIGURATION t i 12 VARIES (4) 16d NAILS VARIES ©12 V (4) 16d NAILS I See Connection Detail - OPTIONAL WEB CONFIGURATION 3X4 (4) 16d NAILS r See Connection Detail 11-3-12 MAX. SPAN 9 11-3-12 MAX. SPAN — — — - - I TYPICAL SCISSORS CORNER JACK (CJ)_ TYPICAL CORNER JACK (CJ) I N.T.S. 3 N.T.S. r l TYPICAL CORNER SET INSTALLATION TYPICAL L ADING P.S.F. —_—F � P��?L�s �;.• �- G�E N � ��. TILE: SHINGLM: TOP LIVE LOAD: i 20 20 q No e MANUEL MARTINEZ, P.E. TOP DEAD LOAD; 15 7 BOTTOM DEAD LOAD: 10 10 o� o .. FLORIDA REGISTERED ENGINEER TOTAL: i 45 37 STRESS INC. 1.25 1.25 e � ' �-/� LICENSE # PE 47182 WIND DESIGN: MI 160 MPH PER ASCE 7-10 MM. 24" O.C. STRTE OF .° 44/ v �Sl "'• ••WARNING•• Read & Fallow all notes on this drawing. Furnish this drawing to all Pontractors including the installers. R '• oe� i �dtAEf191«