No preview available
HomeMy WebLinkAboutTRUSSI _, I S RANEY COMPONENTS aney 19900 Independence Blvd. Groveland, FI 34736 oniponents, Etc one: (352)429-9429 ' (352)429-0304 . Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS019 Printed: Thu, Sep 28 2017 auv inrarmarion: Address: EORName and License Number :ustamerName: Creekside Lot 19 )R Horton 3055 Woodswalk Dr Lescription: City, Stale, Tip: EAB Aria " D" LL OL Fort Pierce, FL Information - Loadin9 Roof Loads: TC Live: TC Dead: BC Live: BC bead: Floor Loads: TC Live: TC Dead: BC live: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Code: Wind Sid: Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C w/M Pages or sheets covered by this seal from: 1 thru 36 Total 36 # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO 1 Al 2 AtA 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 AS 10 A9 11 A10G 12 A11G 13 B1 14 B1GB 15 01GB 16 1_01 17 L02 18 EVA 19 EJ7 20 EJ7S 21 BJ5A 22 Bis 23 BJ58 24 BMA 25 BJ3 26 EJ3L 27 BJ1 28 EIAL 29 CJ7 30 CRA 31 CJ3L 32 V1 33 V2 34 MV1 35 MV2 36 MV3 Digitally o=ldenned yrustAC Manuel ON ACEMartS # ON: r-US, o=ldenTrust ACES Business Representative, ou=M AND E ASSOCIATES j11 � PA rn z Manuel Martine tin t'{ 4B4Cf8FE9600002111F.1.1=A010980000001 YAdobe s �'"� Acrobat DC version: a 0015.006.30352 +h�1a3ry.- 40 015Aa EF 56 81806i W 48 00 952E &5 FB A7x1t 1tem?ris been eleztrca�aca`dgstned'.axa9 scaled 6y Maa,1 Mlartbcce a�.. tc.@,S72E2f es+Gia �'sm:4mr a abaia aring a s33frri. . Pmu'd copamdthh dmUmstars notGg�ed 0!md=dsalad sjad thcSeSA:t;cs%Irianf3t�4ssa:ctJ'e n�.t � aocrified � as7cdcett�rX ' saylak Page 1 of 1 File Copy R Job Number: 136DCS019 Ply: 1 SEQN: 6373171 T8 / COMN 4EAB Aria "D" LL OL ]DR Horton 14EAB Aria "D" LL OL Qty: 7 FROM: AH DRW: Truss Label: Al Wgt: 221.2 Ibs / ... 09/28/17 n T10" 14'4,"8 19'4" 24'3"8 30'10" 38'8" T10" N 1"3 4'11"8 4'11"$ 6'6"8 T10" E__5X6 012X4 =3X6 =3X4 =3X8 =3X4 =3X6 06(4 7'8"13 4'3"3 2'1" 5'3" 5'3° 2'1" 4'3"3 7Y13 1� 7'8"13 12' 14'1° 19'4" 247" 26'8" 30'11"3 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 too Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.168 L 999 240 g 1606 / 692 / 936 / - / 433 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.367 L 999 180 H 1606 / 692 /936 / - / - / 8.0 BCDL: 10.00' Risk Category: 11 Snow Duration: NA HORZ(LL): 0.070 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.154 J - - B Min Brg Width Req = 1.9 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 1.5 H Min Brg Width Req = 1.9 NCBCLL: 10.00 TCDL: 4.2 psf Bearings B & H are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.616 Bearings B & H require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.549 Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.617 Loc. from endwall: not in 9.00 It FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Camp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.0113.0314.13 A - B 27 0 E - F 1082 -1835 Lumber B - C 1398 -2867 F - G 1219 -2326 Value Set: 13B (Effective 6/1/2013) C - D 1218 -2326 G - H 1398 -2867 D- E 1082 -1835 H- I 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords. Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - P 2485 -1084 M - L 1989 -774 Bracing O - N 2482 -1084 K - J 2483 -1092 (a) Continuous lateral restraint equally spaced on ' N - M 1988 -749 J - H 2485 -1092 member. Or 1x4 "T" reinforcement. 80% length of s�kc^r�' xvv• web member. Same species & SRB grade or better, + v sr wo Maximum Web Forces Per Ply (Ibs) a attached with 8d Box or Gun (0. 1 13"x2.5",min.)nails Aw @ 6" oc a 2' Webs Tens.Comp. Webs Tens. Comp. 1 " P - C 289 13 M - F 457 -710 Tray Scab(s) 'g. - A � C - N 388 -565 F - L 476 -204 (1) 2x40-3-11 x SP #3 scab at each end. Attach - N - D 475 -204 L - G 388 -566 scab to face of chord with: Nails @ 8" oc, plus D - M 457 - 709 G - J 289 -15 additional nail clusters at: BRG.: (0), heel: (0), 1st ` `" E - M 1321 -720 panel point: (0). 1: Loading _44: � + Varxsa# Truss passed check for 20 psf additional bottom �► chordiive load in areas with 42"-high x 24"-wide clearance. Wind A '~ 40 01 5A 38 FF50 81 BO BB 7F49 00 94 2E 85 FB Member design based on both MWFRS and C&C. IrQmrusacsclecarasstp�ar:mied6p rei trtnrta 'F£(�L. tie. 9T,fH2E an sx2c siwuaabas>.us ,gash a wbted cCgbn ri dm-u=4W ..tc ,!;krmd ov*jand—Id grad itz.5"raLaas+dtant;taC&�s"axido ezis�:t 9ae�erifbz!rna�s9ecetmr� .. "'WARNING**.. READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT` FURNISH:#HIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin'handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI ang-SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly aftachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply gates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f2efer to drawings 160A-Z for s�andard 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 drawingg indicates acceptance of ppro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more Information see this iob's aeneral totes Daae and these web sites: ALPINE: www.aloineftmoom: TPI: www.tainsLom: SBCA: www.sbcindustrv.com: [CC: www.imsafe.om if Job Number: 136DCS019 Ply. 1 SEQN: 637320 / T19 / COMN 4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty: 2 FROM: AH DRW. Truss Label: A1A Wgt: 257.6 Ibs .. / _.. 09/28/17 ;"19'4" 2V1114'3'7 1T10"4 211"'1 _ 0" + 38'8" 3r ^3ss"9 710° 0646"B8 _i F=Fxa 112X4 =3X6 m6X10 1112X4 112X4 =5X10 =3X6 M2X4 T8"13 4'3"3 T2 "12 3'9"4 3' 3'6"3 2'2°13 4'3"4 7'8.", 1� T8"13 12' 14'2"1 18' 21' 24'5°3 26'8" 30'11"4 38'8° 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: h/2 to h Spacing: 24.0 " C&C Dist a: 3.87 ft Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf in P5F) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.180 O 999 240 B 1523 / 691 / 935 / - 1433 18.0 Lu: NA. Cs: NA VERT(TL): 0.416 O 999 180 J 1523 / 691 / 935 / - / - 18.0 Snow Duration: NA HORZ(LL): 0.092 L - - Wind reactions based on MWFRS HORZ(TL): 0.213 L - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 1.5 J Min Brg Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.584 Bearings B & J are a rigid surface. TPI Sid: 2007 Max BC CSI: 0.557 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.835 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 16.02.01 D.0314.13 A-B 27 0 F-G 1406 -2320 B - C 1395 - 2690 G - H 1351 - 2379 C-D 1211 -2132 H-1 1211 -2131 D - E 1337 - 2330 1- J 1396 - 2690 E- F 1372 -2262 J- K 27 0 40 015A38 FF 5B 8180 BB 7F 48 00 99 2E E5 FB WS item 2rxi L cfl elettrat+<ra ,jsxgrada»5=Add by YA20 c:1 Martv=' n(.a.. W047.1921 on the date shagsa aba arms a VA-1 as�ls enticatsas cade. meted copinof tbim eiw==t aganot c=Jimd nedsraei ssn�d arad thc, +.Wlautha.dm*z Cade mwt tw scrffcdm mydmtraok c�ylnx. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B-U 2327 -1081 P-N 12 -6 U - T 2324 -1081 N - M 2324 -1091 T - S 2324 -1081 M - L 2324 -1091 S-R 12 -5 L-J 2327 -1091 Q - O 1847 - 646 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. U - C 293 -12 F - O 962 - 619 C-S 390 -581 O-P 36 -2 S - D 247 -680 O - G 139 -44 S - Q 2128 - 871 O - H 511 -227 D-Q 330 0 O-N 2191 -921 E - Q 149 -42 H - N 313 -798 Q-R 45 -2 N-I 391 -582 Q - F 934 - 607 I - L 293 -15 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! `"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS luire extreme care in fabricating, handling9 shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathinga and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, e. AfpTy plates to each face. of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of trice WIM ANSI/ I P1 T, or Tor nar ringg indicates acceptance of s drawing for any structure is see this !ob's general notes page and ih failure to build the g or cover page. rn. The suitability 6 Jab Number: 136DCS019 Ply: 1 SEQN: 6373231 T7 / SPEC 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 2 FROM: AH DRW. Truss Label: A2 Wgt: 221.2 Ibs / ... 09/28/17 T10" 14'4"8 19' 24'3"8 30'10" 38'8" T10" 6'6"8 4'7"6 5'3"8 LEFT T10" 112X4 =3X6 =3X4 =3X8 =3X4 =3X6 06(4 �1 7 8"13 y 4 3"3 " h 10 6" + 21"+ 4'3"3 + 7'8"13 7'8"13 r 12' 14'1 24'7" 26'8" 30'11"3 38'8" 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: h/2 to h Spacing: 24.0 " C&C Dist a: 3.87 it Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 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 (0.113W.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1 st panel point: (0). 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) DeflICSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): 0.168 L 999 240 Lu: NA Cs: NA VERT(TL): 0.367 L 999 180 Snow Duration: NA HORZ(LL): 0.070 J - - HORZ(TL): 0.153 J - - Code / Misc Criteria Creep Factor. 1.6 Bldg Code: FBC 2014 RES Max TC CSI: 0.615 TPI Sid: 2007 Max BC CSI: 0.549 Rep Factors Used: Yes Max Web CSI: 0.617 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.02.01D.0314.13 ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1606 / 683 / 934 / - 1427 / 8.0 H 1606 1683 1934 !- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.9 H Min Brg Width Req = 1.9 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 E-F 1061 -1835 B - C 1379 -2866 F - G 1199 -2326 C - D 1198 -2326 G - H 1379 -2867 D-E 1061 -1835 H-1 27 0 Maximum Bot Chord Forces Per Ply fibs) Chords Tens.Comp. Chords Tens. Comp B - P 2484 -1066 M - L 1989 - 759 P - O 2482 -1066 L - K 2482 -1077 O - N 2482 -1066 K - J 2482 -1077 N - M 1988 - 731 J - H 2485 -1077 - V Maximum Web Forces Per Ply (Ibs) •_ 7 o Webs Tens.Comp. Webs Tens. Comp. e. P-C 289 -13 M-F 463 -709 C - N 388 - 565 F - L 476 - 204 N - D 475 - 204 L - G 389 - 566 t OFM D-M 463 -708 G-J 289 -15 STAX� - E 1319 -724 40 015A'39 FF 513 8180 BB 7F48 CO 99 2E 85 FB 4iri i4ar:sAas£+cm elaz4ar.,�-a4s�nad sratad tty rrarsar tnart¢rca, ?'£ K. W.047rg2Icn fire d2teowcfabow wing asttA-i D4" endmUmeade. tr!d c�bxxraichls dr�ttx�a+^-,iAam srM cwsdw^rad naafafail:ealad an6;tWc.;•;.°:=au3hentca54m9a rnust��md3�t an asyetectmr.�k ' csyiaa. `"WARNING— READ AND FOLLOKALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ?quire extreme care in fabricating, handling shipping,�installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, bV TPI an7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herw!se,top chord shall have'properly attached structural sheathing and bottom chord shall have a propperly id ceilingg Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, c. Appty plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to a division of i Hi i, or Tor nanai ng snippin instaw acceptance of professiona.engim any structure is the responsibility of its drawing,any failure to build the on this drawing or cover pa� ge ie design shown. The suttability a v Job Number: 136DCS019 Ply: 1 SEQN: 637325 / T6 / HIPS 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 2 FROM. AH DRW: Truss Label: A3 �Wgt:23661bs .. / ... 09/28/17 7'10" r 1"2 1+2822'""4 r 34'"0" I 38'8" T10"+644"112 27844 2 T10" :5X6 =5X6 E F 1923(4 =3X6 m4X10 m3X4 =4X10 =3X6 63(4 7'8"12 4'3"4 2'2"12 5'1"4 5'1"4 2'2"12 4'3"4 7'8"12 1� 7'8"12 12' 14'2"1 19'4" 24'S"4 26'8" 30'11"4 38'8" Loading Criteria (psQ 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: h/2 to h Spacing: 24.0 " C&C Dist a: 3.87 it Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 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 Pg: NA Ct: NA CAT: NA PP Deflection in toe Udell U# Pf. NA Ce: NA VERT(LL): 0.164 G 999 240 Lu: NA Cs: NA VERT(TL): 0.355 G 999 180 Snow Duration: NA HORZ(LL): 0.070 K - - HORZ(TL): 0.152 K - - Code / Mist: Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.617 TPI Std: 2007 Max BC CSI: 0.555 Rep Factors Used: Yes Max Web CSI: 0.772 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.02.01D.0314.13 40 015A88 FF 5B Si. BO BB 7f 48 00 992E &5 FB This Itmm hasbem ciccYa }il4md zrJ afad by rlwwtl A2�Mug, ttc.C4rf6�1 mn thceais shawe atxtvm tmg a 5NA•'i a^thenKca:.mtu9r. - tmdct das sh d=sm=mnatcmw3dmamd s2gnmdamdwaled aabtheV-,.A�< wuffieatkoianv22emc.0hvn dfo_d.eat mydmctwri_ maims. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1626 / 694 / 940 / - / 385 / 8.0 1 1626 /694 /940 /- /- /8.0 Wind reactions based on MWFRS B Min Big Width Req = 1.9 1 Min Big Width Req = 1.9 Bearings B & I are a rigid surface. Bearings B & I require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 F-G 1417 -2317 B - C 1467 - 2911 G - H 1282 - 2362 C - D 1282 -2361 H -1 1467 -2912 D-E 1417 -2316 I-J 27 0 E-F 1140 -1831 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - Q 2524 -1149 N - M 1800 - 699 Q - P 2521 -1149 M - L 2522 -1178 P - O 2521 -1149 L - K 2522 -1178 O - N 1800 - 677 K -1 2525 -1178 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Q - C 292 -13 N - F 269 -195 C - O 391 - 573 F - M 751 - 502 D - O 283 -256 M - G 283 -256 O - E 749 - 502 M - H 391 - 573 E - N 270 -196 H - K 292 -15 "`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and SBCA) fsatPety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro erly ]id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 63, 67 or I i e. AP y plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. �2efer to a division of I NI 1; or tor nap acceptance of any structure is fis drawing,any failure to build the on this drawing or cover page to design shown. The suitability For more information see this fob's general notes pane and these web sties: ALPINE: www.alpineftw.com; TPI: www.ti inst.org: SBCA: www.sbdndustry.com; [CC: wwmiccsafe.org I Job Number: 136DCS019 I Ply: 1 1 SEQN: 6373301T5 / HIPS 4EAB Aria "D" LL OL /DR Horton AEAB Aria "D" LL OL Qty: 2 FROM: AH DRW: Truss Label: A4 Wgt: 239.4 Ibs .. / ... 09/28/17 i 0 n =4X6(A2) E 32 A__�t T10" 710" 12 6 g5X6C 6'4"12 5X6 E 1112X4 D-=:: S R Q 1112X4 AX6 =3X8 F1'� 7'8"12 r 4'3°4 19'4" 23'8" 15 30'10" 4'4" 4'4" " 5 6'5"2 1112X4 =5X6(++) F GH A 1112X4 (a) S5X6 I- J = X8 =3X10 =3X6 1112X4 51"4 1 5715 , 271 , 474 , 38'8" 710" 7'8"12 1� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.168 1 999 240 B 1611 1696 1938 /- 1345 16.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.366 I 999 180 K 1611 / 696 / 938 / - /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.070 M - - Wind reactions based on MWFRS EXP: C HORZ L 0.153 M - - B Min Br Width Re 1.9 Des Ld: 37.00 Mean Height: 15.00 ft �) 9 q 9 Code 1 Misc Criteria CreepFactor. 1.5 K Min Brg Width Req = 1.9 NCBCLL: 10.00 TCDL: 4.2 psf q Bearings B & K are a rigid surface. Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.612 9 P TPI Std: 20D7 Max BC CSI: 0.556 Bearings B & K require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.87 It Rep Factors Used: Yes Max Web CSI: 0.702 Loc. from endwall: not in 9.00 itFT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Camp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01 D.0314.13 A - B 27 0 G - H 1174 -1864 Lumber ! B - C 1497 -2879 H -1 1505 -2323 C - D 1313 -2329 I - J 1310 -2324 Value Set: 13B (Effective 6/1/2013) D - E 1465 -2272 J - K 1498 -2880 Top chord 2x4 SP #1 E - F 1270 -2044 K - L 27 0 Bot chord 2x4 SP #1 F - G 1270 -2044 Webs 2x4 SP #3 Lumber value set "13B" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/3012013 by ALSC I 0 01#140 Chords Tens.Comp. Chords Tens. Comp. Bracing V �` �ry B - S 2496 -1184 P - O 1936 -825 (a) Continuous lateral restraint equally spaced on I y" pax S - R 2493 -1164 O - N 2494 -1215 member. Or 1x4 "T" reinforcement. 80% length off R - Q 2493 -1184 N - M 2494 -1215 web member. Same species & SRB grade or better, "a Q - P 1931 -792 M - K 2497 -1215 attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6., oc. ., Maximum Web Forces Per Ply (Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp_ WA (++) - This plate works for both joints covered.ft S - C 292 -13 P - G 257 175 C - Q 393 - 575 H - O 872 - 645 Tray Scab(s) 0' + D - Q 348 -228 0-1 438 -440 (1) 2x4x0-3-11 x SP #3 scab at right end. Attach Q - E 706 - 543 O - J 399 -600 scab to face of chord with: Nails @ 8" oc, plus s - E - P 257 -170 J - M 293 -15 additional nail clusters at: BRG.: (0), heel: (0), 1st � � 0 .4, F - P 204 -215 panel point: (0). Loading Aly Truss passed check for 20 psf additional bottom L: chord live load in areas with 42"-high x 24"-wide 40 015A 38 FF 5B 81 S0 8B 7F 49 00 98 2E SS FB clearance. atiltItarnhm bWO%.AlcibykW=1Kurunm PE(FL.ttc.r,4atsz)anth¢da sRawnnb¢ u^.angasxs2 Windert ta2bas tta. Member design based on both MWFRS and C&C. ftbtedcapyavfthhsdoa= =ffi not cnW&xatd sknafantl=bd =d tis...5. :3 avYhenl+cJA€ rz a nest bavmifid m=vdetmrz spins: "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 anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face, of truss and position as shown above and on the Joinf Details, unless noted otherwise. {2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinff.LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSIlrPI 1 Sec.2. a A Job Number: 136DCS019 Ply: 1 SEQN: 637332 / T4 / HIPS 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 2 FROM: AH DRW: Truss Label: A5 Wgt: 215.6 Ibs / ... 09/28/17 T1D"9 13' 19'4" i_ 25'8" 30'9°7 38'8" r T10"9 + 5'1"7 6'4" 1' 6'4" '} A 7 i' 7'10"9 J I M 0 ro I M m6X6 102X4 012X4 E3 X6=3X4 =3X8 m3X4m4X6 012X4 1' 7'8"13 413 1' 6"" 6'4" 1' 4'3"3 7'8"13 1' TS"13 12 13 19'4" 25'8" 26' " 30'11 "3 381" 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 L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf- NA Ce: NA VERT(LL): 0.176 E 999 240 B 1616 1699 / 931 ! - / 304 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.383 E 999 180 H 1616 / 699 / 931 / - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.071 J - - Wind reactions based on MWFRS EXP: C HORZ L 0.154 J - - B Min B Width Re 1.9 Des Ld: 37.00 Mean Height: 15.00 ft �) q NCBCLL: 10.00 Cade / Misc Criteria Creep Factor. 1.5 H Min Brg Width Req = 1.9 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.633 Bearings B & H are a rigid surface. Soffit: 2.00 BCDL:5.0 psf g Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.513 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.412 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(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: 16.02.01D.0314.13 A - B 27 0 E - F 1435 -2373 Lumber B - C 1531 -2878 F - G 1387 -2425 C - D 1387 -2424 G - H 1531 -2879 Value Set: 13B (Effective 6/1/2013) D - E 1435 -2373 H -1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "'I3B" uses design values approved 1/30/2013 by ALSC B - P 2493 -1213 M - L 2103 -949 P-0 2491 -1213 L-K 2491 -1242 Loading 0 O - N 2491 -1213 K - J 2491 -1242 Truss passed check for 20 psf additional bottom N - M 2103 -920 J - H 2494 -1243 chord lie load in areas with 42"-high x 24"-wide Av clearance. '� � � � '�',� Maximum Web Forces Per Ply (Ibs) Wind Webs Tens.Comp. Webs Tens. Comp. Member design based on both MWFRS and C&C. P - C 263 -14 M - F 388ft 236 C - N 369 - 487 F - L 483 - 224 WE " O' W D - N 482 -225 L - G 368 -488 * '* ,D - M 388 - 236 G - J 263 -16 to E - M 301 -376 :. fit, 40 015A38 ff 5S 8180'8137F48 00 99. ZER5 f8 Thh Itarnhss2srasaakztroa8ra ji? nad asdtcafadhy bAasxrd Mnrtinc s"£{Fi., i2s.YA7t821 antAe:dica shovata aEa srizig a 5}iA»8 '�9aeadc ins thss do:rffi Brat not ecraxiau rcd sWedsads Ahd mad &z?:+.atm.<authanGtaA arr„.da rnwi Uavedfad m my sdectmri =Ins. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. installers shall provide temporary BCSI. Unless noted otherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly iid ceiling • Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or t e. AppTy plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of iri i,orrorn acceptance any structure —1 " norm "n" failure to build the g or cover pa e_ in. The sui bflity Job Number: 136DCS019 I Ply: 1 SEQN: 637334 / T3 / HIPS 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A6 Wgt: 212.8 Ibs / .. 09/26/17 T10"8 11' 16'6°1 19'4" 22'0"1 27'8" 30'9"8 T10"8 i 3 1°8 F 5'6"1 r 2'9"15 1 2'8"1 5'7"15 + 3'1"8 7'10"8 Ea6X6 102X4 =3X6 m3X4 =6X6 D E F G H 12 6 o3X4C 3X4 0 in =4X6(A2) B J=4 1 g� A S R Q P O N M L Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 912X4 =3X4=3X6 =3X8 =_3X4 =-3X6=3X4 1112X4 7'8"12 3'3"4 4'6"1 5'9"8 4'4"7 1' I" 7'8"12 7'8"12 11' 1i 16'6"1 22'3"9 26'8" 2T 3'3"4 38'8" 3r 0'11" Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.87 it Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)110(0) Plate Type(s): WAVE Defi1CSt Criteria PP Deflection in loc Udell L/# VERT(LL): 0.172 E 999 240 VERT(TL): 0.397 E 999 180 HORZ(LL): 0.065 L - HORZ(TL): 0.149 L - - Creep Factor: 1.5 Max TC CSI: 0.602 Max BC CSI: 0.504 Max Web CSI: 0.426 Mfg Specified Camber: VIEW Ver: 16.02.01D.0314.13 SERIF 40 015A3fi FF 5B 81 BD i3B 7F48 00 99 2E 85 FB i4:tt iten'irtabecssel=ctr+:rs3ra"�psbgned atd =lad fry Lugwa7 Martin", Rz(€L. tt�.&48E9E( osi Eiteda3c.shraears ate aging a SNA>i �+1ii e:itSg3lCat GSde. F�rtated cTfigsa+f td rma mw nryt=W&x*d si f=d � bd an6 tt�.:x:A�iaatlitcnCcas2ctsscaiemt�t t�" xacrtfsdarvdectiark Dios. T i� m X6(A2) t K ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1523 1701 /918 !- /263 18.0 J 1523 1701 /918 /- /- 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 J Min Brg Width Req = 1.8 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 1606 -2480 B - C 1562 -2676 G - H 1599 -2468 C - D 1499 -2347 H - 1 1499 -2347 D - E 1607 -2480 1- J 1661 -2676 E- F 1606 -2480 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2312 -1238 O - N 2047 -1059 S - R 2310 -1238 N - M 2047 -1059 R - Q 2047 -1029 M - L 2310 -1267 Q - P 2047 -1029 L - J 2312 -1268 P - O 2484 -1297 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ S-C 236 -19 G-O 269 -319 C - R 333 - 419 O - H 605 - 376 D - R 398 -259 H - M 395 -258 D-P 615 -394 M-1 332 -418 E-P 263 -315 I-L 238 -21 P - G 113 -110 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI anr7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly qid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, le. APPTplates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping,'installation and bracing of trusses.A seal on this drawing or cover page_ this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability re of this thawing for any structure is a responsibility of the Building Designer per ANSIfTPI 1 Sec.2. 4 r s Job Number: 136DCS019 Ply: 1 SEQN: 6373401 720 / SPEC 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL City: 1 FROM: AH DRW: Truss Label: A7 Wgt: 218.4 Ibs _. / ... 09/28/17 T1014 13'10" 16'8" 22'2" 27'8" 30'9"8 38'8" r T10"14 + 5'11°2 + 2'10" F' 5'6" + 5'6" i 3'1"8 710"8 D=5X6 It2X4 =_R6==-4X10 III2X4 =3X8 =3X6=3X4 11&4 1' 7'8"12 4'3°4 1110" 5'4"4 4'6" 1' 7'8"12 12' 13'10 711 12 22'2" 26'8" 27 " 33 4 f 1F 6 9"12� T0'1 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ PE NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Spacing: 24.0 " C&C Dist a: 3.87 It Rep Factors Used: Yes Loc. from endwall: not in 9.00 It FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. It T8"12 1' 38 Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL VERT(LL): 0.187 O 999 240 B 1522 / 695 / 921 1- 1321 VERT(TL): 0.433 O 999 180 1 1523 1698 / 916 /- / - HORZ(LL): 0.066 K - - Wind reactions based on MWFRS HORZ(TL): 0.152 K - - B Min Brg Width Req = 1.8 Creep Factor. 1.5 1 Min Brg Width Req = 1.8 Max TC CSI: 0.600 Bearings B & I are a rigid surface. Max BC CSI: 0.547 Bearings B & I require a seat plate. Max Web CSI: 0.997 /W / 8.0 / 8.0 TJ � e- O � Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1647 -2485 B - C 1589 -2686 G - H 1523 -2347 C - D 1415 -2155 H - 1 1586 -2677 D- E 1440 -2094 I- J 27 0 E - F 1647 - 2485 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 2323 -1236 N - M 2045 -1079 R - Q 2320 -1236 M - L 2045 -1079 Q - P 2320 -1236 L - K 2310 -1290 P - O 2464 -1310 K - I 2313 -1290 O - N 2465 -1310 Maximum Web Forces Per Ply (Ibs) ow Webs Tens.Comp. Webs Tens. Comp. R - C 288 -13 F - N 282 - 342 C - P 391 - 558 N - G 625 -408 ' D - P 1597 -1046 G - L 399 - 260 P - E 943 -1343 L - H 335 -421 E-O 142 -3 H-K 236 -21 E-N 118 -117 40 015A38 FF 58 8180 88 7F 48 00 99 2E 85 FB nad'aa TUC 112M blsbc skctmr jz�ala�alad by mat dmartknea, PE M. Lk. =702I an Ue dafa shown abaw using a 53iA i andsert mumrime. tedcr�fiaseal'ti�dorcararaatasm not cxrsidssad dgraaai ara$.aaiad am@ !hc 51'S 2 av�enCaaAessscofla rr�C Pao uerNk:J rss dettlmtSk cmylai. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building i Safety Information, by TPI and SBCA) tsafety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly aaid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or B10, le. A fpTy plates to each face. of truss and position as shown above and on the JoinDetails, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of lrl 7, or torn acceptance any structure lis drawing,any failure to build the on this drawing or cover page_ ie design shown. The suitability Job Number: 136DCS019 Ply: 1 SEQN: 637342 / T2 / HIPS 4EAB Aria "D" LL OL /DR Horton /4FJ\B Aria "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: All �Wgt:20441bs / ... 09/28/17 4 7'10"8 9' 15'101 19' 22'8"3 29'B" 30'9"B 38'8" T10"8 1'1" 6'10"1 3'1"15 3'8"3 6'11"13 1'1" T10"8 m5X8 172X4 !!a3X6 =3X4 m5X8 D E F G H T i i v 1112X4=3X4 =H0308 =3X10 =30X4 =H0308 = X4 112X4 7'8"12 i 1'3"¢ f 3�10"1 + 7'1"10 h 3'8"5 3' ; T8"12 1. 7'8"12 9' 3, 15'10"1 22'11°11 26'8" 29'8° 38'8° ~12'—� 301 f "4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.87 ft Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1, Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 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. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at left end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): 0.217 E 999 240 Lu: NA Cs: NA VERT(TL): 0.502 E 917 180 Snow Duration: NA HORZ(LL): 0.069 L - - HORZ(TL): 0.159 L - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.582 TPI Std: 2007 Max BC CSI: 0.615 Rep Factors Used: Yes Max Web CSI: 0.704 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE, HS VIEW Ver: 16.02.01D.0314.13 acr viuf 40 01 SA38 FF 55 81 130 BB 7F49 00 99 2E 95 FB Si ft item3�s Gran cln of nod att::4:nalad 6y FlLx Imaft", c"�'. (r1. t[a.CNYF)r2{ an Ifrmctty� shaw,a atxis�.9rtng a SNd 1 ay.th�en�seaNe- ftbmdc",afth2%dacr,-r Amonot cams1imdzkmafaids kd and thc:authant;<atttxcrada rns�t Gaazsifaad.aca�cdecttor� .. ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W 0 a ro IA 6(A2) 1 B 1523 / 703 / 900 / - / 222 / 8.0 J 1523 / 703 1900 /- /- / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 J Min Brg Width Req = 1.8 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ A- B 27 0 F- G 1896 - 3010 B - C 1591 -2682 G - H 1884 -2991 C - D 1654 -2518 H - I 1653 -2516 D - E 1896 - 3010 1- J 1590 - 2682 E- F 1896 -3010 J- K 27 0 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-S 2318 -1262 O-N 2212 -1184 S - R 2317 -1262 N - M 2212 -1184 R-Q 2211 -1154 M-L 2316 -1291 Q-P 2211 -1154 L-J 2318 -1291 P - O 3016 -1633 , Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S - C 192 -29 G - O 316 -390 C - R 373 - 364 O - H 942 - 561 D - R 439 -359 H - M 438 - 354 D - P 960 - 5T4 M -1 370 - 369 E-P 313 -387 1-L 198 -31 P-G 96 -92 —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, bV TPI anSBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, e. AppTy plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to 60A-Z far standard plate positions_ a division of any its drawin an failure to build the on this drawiYng or cover page ne design shown. The suitability 4 I X Job Number: 136DCS019 Ply: 1 SEQN: 637344 / T10 ! SPEC 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL City: 1 FROM: AH DRW: Truss Label: A9 Wgt: 215.6 Ibs / ... 09/28/17 T10" 13'10" 18'8" 24'2" 29'8" 30'9"8 38'8" 7'10" 6' 4'10" 5'6" 5'6" 1'1" 7'10"8 X6 12 ZZ6X1E(SRS) 112FX4 =6CX6 6 p 05X6C Ltt �t2 -7 a) o v m4X6(A2) B Iza4X6(A2) A J 1 R Q P O N M L K 1112X4 =3X6=4X10 1112X4 =3X10 =-3X6 =3X41112X4 ( 1' 7'8"12 4'3"4 00" 4'11"12 5'4"4 2'6" 3' TS"12 1' 7'8"12 12' 13'10 18'9"12 24'2" 26'8" 29'8" 13 38'8" '30'11"4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf- NA Ce: NA VERT(LL): 0.227 O 999 240 B 1522 / 695 / 910 ! - 1320 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.523 O 880 180 1 1523 1698 / 904 / - /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.072 K - - Wind reactions based on MWFRS EXP: C Des Ld: 37.00 HORZ : 0.165 K - - (TL) B Min B Width Re 1.8 � q Mean Height: 15.00 ft NCBCLL: 1 00 Code / Misc Criteria CreepFactor: 1.5 1 Min Brg Width Req = 1.8 TCDL: 4.2 psf . Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.597 Bearings B & I are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2007 Max BC CSI: 0.538 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 it Rep Factors Used: Yes Max Web CSI: 0.910 Maximum Top Chord Forces Per Ply Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chards . Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1889 -2897 Lumber B - C 1603 -2685 G - H 1693 -2520 C - D 1433 -2158 H - 1 1623 -2682 Value Set: 13B (Effective 6/1/2013) D- E 1446 - 2130 I- J 27 0 Top chord 2x4 SP #1 E - F 1889 -2897 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Maximum Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - R 2321 -1235 N - M 2193 -1202 Bracing (a) Continuous lateral restraint equally spaced on �, R - Q 2318 -1235 M - L Q - P 2318 -1235 L - K 2193 -1202 2316 -1320 Or 1x4 "T" 80% length �1 e e i member. reinforcement. of web member. Same species & SRB grade or better, ogee 'C ` +� P - O 3070 -1724 K - 1 O - N 3073 -1724 2319 -1320 attached with 8d Box or Gun (0.113"x2.5",min.)nails - @ 6" oc. 04 Maximum Web Forces Per Ply wlow (Ibs) Tray Scab(s) 0 Webs Tens.Comp. Webs Tens. Comp. (1) 2x4x0-3-11 x SP #3 scab at left end. Attach scab R - C 284 -13 F - N 263 -324 to face of chord with: Nails @ 8" oc, plus additional C - P 384 -551 N - G 914 -581 nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). , D - P 1556 -985 G - L 454 -393 P - E 1144 -1665 L - H 406 -427 Wind w %4 E-O 194 -2 H-K E-N 173 229 -32 Member design based on both MWFRS and C&C. ems* -228 40O15A38 FF5B 8f BO EB 7F 48DO 99 2E$5 FB italnhAs bsm cMrtrmsEsa f rnd=d2 Iot.+by maz--1 Mart�w U,:.047382I an tiada+s I I W w a AQU Wang a StmA l za.�,h anr�cat�x. cz�1+L tnder�rLros tt e0=n0r2ar090tCiV3Sid'i'od*Mdand*.plod 2M the. >l su anf ca9t�scc^rlenrat bc»�zr f d stsp doctrmrsk rrryiox_ '"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, e. APA slates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. (2efer to a division of -i Pi 1; or for n acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS019 Ply: 2 SEQN: 637346 / T29 / HIPS 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 1 FROM: GM DRW: Truss Label: A10G I Wgt: 196.0 Ibs / ... 09/28117 P T 13'4"10, 19'4° 25'3"6 31'8" 3818" T T 6'4"10, } 5'11"6 } 5'11"6 6'4"10 7' =3X4 =5X6 =3X4 =5X8 12 Cm 8 D E F G T 6� 0 =4X6�A2) B H=4X6(A2) P O N M L K J 1112X4 3X6m4X6 m3X8 m4X6=3X6 102X4 71"12 421"4 16'265"114 121'6l "4I 7-1"12 V 71"12 0 3"2 192 D +4164�' 131164 38'8" fl Iv 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.369 E 999 240 B 3058 / 1391 / - / - / - 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.861 E 534 180 H 3058 / 1391 / - / - / - 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.089 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.209 J - - B Min Brg Width Req = 1.8 NCBCLL: 0.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 1.5 H Min Brg Width Req = 1.8 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.769 Bearings B & H are a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Sid: 2007 Max BC CSI: 0.728 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: No Max Web CSI: 0.575 Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 13 -10 E - F 1974 -4412 Lumber B - C 1364 -3013 F - G 1778 -3973 Value Set: 13B (Effective 6/1/2013) C - D 1778 -3973 G - H 1364 -3013 D-E 1974 -4412 H-I 13 -10 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC B - P 2655 -1190 M - L 4024 -1811 P - O 2667-1192 L - K 2667 -1192 Nailnote�1 O-N 2667-1192 K-J 2667 -1192 Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c.40 weer N - M 4024 -1811 J - H 2655 -1190 Bot Chord: 1 Row @12.00" o.c. Webs 1 Row 4" a Maximum Web Forces Per Ply (Ibs) : @ o.c., Use equal spacing between rows and stagger nails »No 047192Webs Tens.Comp. Webs Tens. Comp. in each row to avoid splitting. _ C - P 307 -42 M - F 453 -190 LoadingC e - N 1510 - 677 F - L 408 - 623 #1 hip upports 7-0-0 ft N - D 408 - 623 L - G 1510 -677 jacks with no webs. Au D - M 453 -190 J - G 307 -42 Wind #SWE OF E - M 264 -331 Wind loads and reactions based on MWFRS. a ` � S 1I 0 015A38 FF 55 81 BO B37F48 00 99 2E 95 FB ?fxtt ftarnRmbscn aractra�aty �,nndam5aaalad trftAaawet btlartina7, � (Ft.. Stc. C+iTE821 cnti3¢ dasashuwn abnva u^.�� a SiS�L a�thcctiract�.ta_ r tadcnpi nxftfis dtx�a== not cr 16mad dmd mind sadi3tn°k 4-7. moat4awadfLzdMmydectmuk '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, bV TPI and'SBCA) foi safety practices prior to performing these functions. installers shall provide temporary BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. A1)pT plates to each face of truss and position as shown above and on the Join f Details. unless noted otherwise. (2efer to a division of ITW BuildiphComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shippincl, installation and bracing of trusses.A seal on this drawing or cover pa e this drawing indicates acceptance of pro�essiona7 engineering responsibility solely for the design shown. The suitability ;e of this thawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. IN v It Job Number: 136DCS019 Ply: 1 SEQN: 637348 / T27 / SPEC 4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: All 1G Wgt: 200.2 Ibs .. / ... 09/28/17 7'10" 13'10" ZO'8" 26'0"4 3,V 7'10" 6' 6'10" 5'4"4 5'T'12 7' m fn i� 1 =3X6 33 NI5X6(R) 12 6 S 5X6 C E-5X6 F G o (a) 0 (AA1) B Hm3X8(Al) P O N M =4X4KLz " " L J 102X4 w3X6 m3X8 20'8" 68" =3X6(") 12'4" 7'8"12 4'3"4 1'10" 7'1"8 5'4"4 4'9"8 7'1"12 1� 7'8"l2 12 13'10 2O' 1I"% 26'3"12 2 ' "12 31'6"4 38'8" Loading Criteria (psQ Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0 " C&C Dist a: 3.87 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 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. Plating Notes All plates are 3X4 except as noted. (•`) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at right end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Nf Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.027 P 999 240 VERT(TL): 0.064 P 999 180 HORZ(LL): 0.015 J - - HORZ(TL): 0.034 J - - Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.704 TPI Std: 2007 Max BC CSI: 0.520 Rep Factors Used: Yes Max Web CSI: 0.577 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.02.01D.0 Special Loads --(Lumber Dur.Fac =1.251 Plate Dur.Fac =1.25) TC- From 56 plf at -1.00 to 56 pif at 7.81 TC- From 56 pif at 7.81 to 56 pif at 13.83 TC- From 56 pif at 13.83 to 56 plf at 20.67 TC- From 56 plf at 20.67 to 56 plf at 27.60 TC- From 28 pif at 27.60 to 28 pif at 31.67 Tt .- Frnnn RR nif nt 'Al R7 fn 9R nlf at 3Q R7 0 f 0 .� ramie 4 ..� 7 7 . 4' e e a as 40 015A3E FF 5B 81 B0 BS 7F 4S 00 99 2E E5 FEB Tlilc item h"bem als. 's aad and Iadby Uar.1 burmrs 'Pi(FL. tk.f471521ar tAe siz4sstarwa alga us4rga 5)+Twi amheritkaeonzodo. ?�rbmd cepenaftlL. docummaMgotcx idcaadskmadandsaaiad �dtia:..�..1-'.RrT ar:2itenfkal;�sasadamsat Da �er3tcd raRa�fetec4rorsk. raayias, 314.13 ♦ Maximum Reactions (Ibs), or.=PLF Loc R /U /Rw /Rh /RL /W B 800 /392 !- /- /- /8.0 M` 448 /212 /- /- /- /68.0 H 808 / 398 / - / - / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 M Min Brg Width Req = - H Min Brg Width Req = 1.5 Bearings B, M, & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 27 - 20 E - F 303 -138 B - C 557 -1126 F - G 281 -100 C - D 297 -577 G - H 555 -1145 D - E 301 -580 H -1 27 -20 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 933 - 434 M - L 69 - 255 P - O 929 -436 L - K 972 -435 O - N 929 - 436 K - J 972 - 435 N - M 95 - 230 J - H 943 -429 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P- C 290 0 M- F 84 -140 C - N 271 - 579 F - L 376 -508 D- N 244 0 L- G 641 -1439 N - E 761 - 343 J - G 724 -159 E - M 513 - 880 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI ana'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e._ Appty plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to a division of rfPI 1; or for h acceptance any structure failure to build the g or cover page rn. The suitability Job Number: 136DCS019 Ply. 1 SEQN: 637352 / T16 / COMN 4EAB Aria "D" LL OL /DR Horton 14EAB Ana "D" LL OL Qty: 3 FROM: AH DRW. Truss Label: B1 Wgt: 141.4 Ibs / ... 09/28/17 F T10" I 13'10" 11 + 26'4" ; 11"88 66"8 D a4X6(R) 21' M3X4(R) G 5'4" 1' T8'12 43"4 1'10" 6'3" 6'3" T8"12 12' 13'10" 20'1" 264" 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: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria ♦ Maximum Reactions (lbs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.047 K 999 240 B 979 / 451 / 599 1- / 274 / 8.0 Lu: NA Cs: NA VERT(TL): 0.108 K 999 180 L 412 / 164 / 261 10 / 0 / 8.0 Snow Duration: NA HORZ(LL): 0.017 F - - M 661 1314 / 345 / - / - / 8.0 HORZ(TL): 0.040 F - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.461 L Min Brg Width Req = 1.5 TPI Sid: 2007 Max BC CSI: 0.446 M Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.573 Bearings B, L, & M are a rigid surface.Bearings B, L, & M require a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 16.02.01D.0314.13 Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 D - E 641 -969 B - C 794 -1512 E - F 570 - 981 C - D 629 - 970 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. ` '1 1 B - K 1277 - 637 1- H 838 -424 . K-J 1274 -637 H-G 112 -101 J -1 1274 - 637 f"e _ Maximum Web Forces Per Ply (Ibs) °s No 82 Webs Tens.Comp. Webs Tens. Comp. s K - C 285 -15 E - H 232 - 353 C -1 394 - 575 H - F 774 - 377 ' Ar - D - I 495 -308 F - G 433 -647 STATE I- E 232 -163 ' �- .4" SSRIALA 40 015A 38 FF 58 8180 8117F48 00 99 2E95 FB VAlmm'bwbeanmlet%r iadmd =fad by UWAA ma'ktim, ?E (i.. i4t.1F3i3H2j ana 5HAa1 aasticnticat}z�onda. nY tedccpizafthkdorcrsxA=mat cmnsicrsadsiped2ndsealed mid tree caerax k taa w Afied to=ydeatmrk mr"lm *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byv TPI anr7'SBCA) for safety practices poor to performing these functions. Installers shall provide temporary BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeny id ceilingq Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI secfions B3, B7 or 1 10 e. ADD?v plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. {2efer to a division of any sti ral notes its drawing,any failure to build the on this drawing or -cover page to design shown. The suitability rPl 1 Sec.2. i Y these web 1 a Job 4EAB Aria" D"LL O I S DR Horton /4EAB Aria "D" LL OL I Qty: 1 0.8 Ibs I FROM1 f 2805 / T17 / GABL I DRW i 09/28/17 I Truss Label: B1G6Page Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " R"8 i _ 13'10' 21'3'9 r "8 7'5'8 F TS"9 h SO°7 Z6'4' 1' _, 6'2"12 _ i _ 774 _�_ T9"1 4'8'15 J r 6'Y12 13'10" 217"1 26'4' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. Plating Notes All plates are 2X4 except as noted. Tray Scab(s) (1) 2x4x6-1-14 x SP #3 scab at left end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). (1) 2x4x6-1-14 x SP #3 scab at right end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): -0.064 U 940 240 B- 86 / 40 / 45 1- / 13 / 256 Lu: NA Cs: NA VERT(TL): -0.076 U 766 180 BF 216 178 1135 /- /- / 8.0 Snow Duration: NA HORZ(LL): 0.033 U - - Wind reactions based on MWFRS HORZ(TL): 0.039 U - - B Min Big Width Req = - Code / Misc Criteria Creep Factor. 1.5 BF Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.230 Bearings B & BF are a rigid surface. TPI Std: 2007 Max BC CSI: 0.163 Bearing BF requires a seat plate. Rep Factors Used: Yes Max Web CSI: 0.588 20(0)/10(0) Mfg Specified Camber: Maxtmum Top Chord Forces Per Ply (Ibs) Plate PlateFTIRType(s): ' Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 15.01.01.0402.20 A - B 27 0 L - M 260 0 B-C 30 -76 M-N 251 0 C-D 61 -23 N-O 233 0 D-E 104 -13 O-P 174 -24 E-F 146 -8 P-Q 125 -44 F - G 70 - 66 Q - R 92 - 66 G-H 77 -64 R-S 91 -75 H-1 86 -44 S-T 129 -72 1-1 134 -23 T-U 120 -94 U-V 62 -133 NO 0 K-L 243 0 e _ 047162, go Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AK 169 -53 AD -AC 183 -58 `AK-AJ 178 -56 AG -AB 96 -25 AJ-AI 181 -57 AB -AA 96 -25 AI-AH 183 -58 AA-Z '96 -25 * STATE OF ees t e AH-AG AG-AF AF-AE AE-AD 183 183 183 183 -58 -58 -58 -58 Z-Y Y-X X-W 96 191 25 -25 -51 -35 40 01 SA 38 FF 5B 81 B0 813 7F48 00 99 2E 95 FB *ikitem 'has bx eleflramzmw slipad'and haled 6i wftml melon", FE(FL. ttt.94TS921 on the dewAhawn aberra We6.a SNA"2 asa�ienttsaa�reaia. - mdcqlahmaithkdwmmw we not cetn3 adaqudmd,�=lmd are tlrS„ A.Asm6zn kbvo uebd= my deamnk rapiax. Maximum Web Forces Per Ply (ibs) Webs Tens.Comp. Webs Tens. Comp. AH-F 23 -61 AW-AX 254 -145 F -AL 187 - 71 AY -AZ 251 -144 AM -AN 193 -73 BA -BB 244 -141 AO -AP 195 -74 BC- S 250 -143 AQ-AR 201 -76 S-X 190 -92 AS -AT 189 -72 X -BD 119 -35 AT -AC 214 -79 BD -BE 118 -34 M -AC 0 -124 BE- V 100 -30 "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) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalied per BCSI sections B3, 67 or 610, as applicable. Appty plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping installation and bracing of trusses.A seal on this drawing or cover pathge , listing this drawing,indicates acceptance of professions engineering responsibility solely for the design shown. The sui bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSIrTPI 1 Sec.2. Job Number: 136DCS019 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Truss label: B1GB Ply: 1 Qty: 1 Wgt: 240.8 Ibs SEQN: 696805 / T17 / GABL FROM: AH Page 2 of 2 DRW: / ... 09/28/17 AC -AU 261 -149 V - W 239 -172 AU -AV 248 -141 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C -AK 165 -95 AU- N 64 -36 D -AJ 95 - 68 AV -AB 251 -111 E -AI 86 - 68 AW- O 215 - 90 H -AL 99 -77 AX-AA 105 -66 -AG-AM 95 -75 AY-P 114 -71 I -AN 100 -72 AZ-Z 97 -63 AF-AO 100 -72 BA-Q 106 -71 J -AP 113 -71 BB- Y 41 -48 AE-AQ 103 -65 BC- R 33 -36 K-AR 215 -90 BD-T 21 -19 AD -AS 251 -111 BE- U 122 -51 L -AT 65 -36 o 047182, x a STATE - "w Lk 40 015A;38 FF 5B 81.808137E 48 00 99 2E 95 Ff T#�ft"itam3csa.S�zta� . x�rradarxtxataladttyrdasac�ttAartffia� PE(FL. M.9471821 on the sYaaa Sfwwn afamra tr.,tag a stis.l "antka mf4da. ?Made i afxt sdo rArasra m&t=uictmad sigm imds .hd and m1awdadmok sns;1ns. —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI an SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or 810, as applicable. Apply plate. to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping; installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional � engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the 8ullding Designer per ANSIITPI 1 Sec.2. For more information see this iob's oeneral notes page and these web sites: ALPINE: www.aiDineU.com: TPI: www.toinst.om: SBCA: www.sbcindustrv.com: [CC: wwwkesafe.om r Job Number: 136DCS019 Ply: 1 I SEQN: 696780 / T1 / GABL 4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty: 1 FROM: AH DRW. Truss Label: C1G8 Wgt:43.4 Ibs .. / ... 09/28/17 N 47' 8 4" 47 47 1'6" --{- 1'4" - { (TYP) E=4X4 1 � 8r4rr 1 r 8'4" 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 h12 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 61112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe L/defi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.026 K 999 240 B 375 / 173 / 251 / - / 118 / 8.0 Lu: NA Cs: NA VERT(TL): -0.030 K 999 180 H 375 1173 / 251 /- /- / B_0 Snow Duration: NA HORZ(LL): -0.012 D - - Wind reactions based on MWFRS HORZ(fL):-0.014 D - - B Min Big Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 H Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.187 Bearings B & H are a rigid surface. TPI Sid: 2007 Max BC CSI: 0.147 Bearings B & H require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.058 FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 15.01.01.0402.20 A - B 27 0 E - F 573 - 349 B - C 499 - 386 F - G 531 - 368 C - D 530 - 368 G - H 500 - 386 D- E 573 -349 H- I 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-N 316 -282 L-K 313 -272 N - M 315 -276 K-J 315 -278 _._ M-L 313 -272 J-H 316 -285 NP Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. No 047102 C - N 91 15 K - F 148 36 f D-M 148 -36 J-G 91 -15 E - L 152 - 237 �:- STATF OF7a 40 015A38 FF 58 8180 513 7F48 00 99 2E 95 FB Oik Item Iusbe dedro?dcu�ad wte waled by maruri MAMner, PE (fL tic. r4737,l on &adaamsttae^ abaM W,s ng a SHA-1 actirenc=Umcmd& iftbud cn, rn&lfi& t1w1=cr+tara not ccrAilibamd %4;a3amd salad amd thoSavA. l a Acnt�aYsacode nwt ba wAf dvnaaydwrark etas. "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building [Safety Information, byy TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted olherMse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly )id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise, hefer to 60A-Z for standard plate positions. a division of ivi i,orrorn acceptance any structure failure to build the g or cover page in. The suitability Job Number: 136DCS019 I Ply. 1 I SEQN: 696781 / T36 / COMN .I 4EAB Aria "D" LL OL /DR Horton AEAB Aria "D" LL OL Qty: 2 FROM: AH DRW: Truss Label: L01 Wgt: 37.8 Ibs / .. 09/28/17 5' 10, 5' 5' C=4X4 IIILA't V 9'9"8 Al 11 la Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE T 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 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left and right cantilevers are exposed to wind 5' 5' 5' 1 10, Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg NA Ct: NA CAT: NA PP Deflection in foe Udefi U# LOG R / U / Rw / Rh / RL / W Pf:,NA Ce: NA VERT(LL): -0.008 F 999 240 B 438 / 202 / 286 / - 1134 13.5 Lu; NA Cs: NA VERT(TL): 0.014 F 999 180 D 438 1202 / 286 / - /- 13.5 Snow Duration: NA HORZ(LL): -0.005 F - - Wind reactions based on MWFRS HORZ(TL): 0.006 F - - B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 D Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.219 Bearings B & D are a rigid surface. TPI Std: 2007 Max BC CSI: 0.215 Re°p Factors Used: Yes Max Web CSI: 0.083 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ Plate Type(s): A - B 27 0 C - D 367 -503 WAVE VIEW Ver: 16.01.01.0402.20 B - C 366 -503 D - E 27 0 7182 No 01, STATE OF 13 Maximum Bot Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. B-F 405 -191 F-D 405 -191 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-F 217 -32 40015A38FF5581B0BB7F4800 99 -�2'�E��eS5FB Thh Item En bit, etCZttQA�d2 �1§a"11Cd and=afad by fiYwwd Marttta3 FS VL. Lk. o4;ru Eton the daAe fhawn abase w-Ing a sNwl ar�larntirasi�xas ie, Pik trd cgpinafW5 dasnx=A=not crarosidmil dp&d-2ndmale d and ihesmA-2 ax:Arn6aton -do M tr.. dfzd M wydectromk s�tiins. -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping', installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, b TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B10, le. ADDTv plates to each face of truss and Dosition as shown above and on the Join f Details, unless noted otherwise. kefer to a division of rf Pl 1; or for h acceptance any structure its drawin any failure to build the on this drawing or cover page ie design shown. The suitability v Job Number: 136DCS019 Ply: 1 SEQN: 696803 / T35 / HIPS I 4EAB Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: L02 Wgt: 44.8 Ibs .. / ... 09/28/17 12 . T 6 0 • =2M(A1) B T A� 3' + 7' 1 10, 3' 4' 13' _4V4 IIILA4 =OA'+ ,14 9'9"8 11 AJ N 1 3'1"12, 3'6"12 + } 3'3"8 1, 3'1 "12 6'8"8 10, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi1CS1 Criteria ♦ Maximum Reactions (ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.015 G 999 240 B 639 / 276 / - / - / - / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.034 G 999 180 E 639 / 278 / -, / - / - 13.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.006 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.014 G - - (T )= B Min B Width Re 1.5 � q = NCBCLL: 00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 1.5 E Min Brg Width Req = 1.5 Soffit: 2.00 2. TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.202 Bearings B & E are a rigid surface. g 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.234 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.068 Chords Tens.Comp. Chords Tens. Comp_ Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): A - B 27 -20 D - E 395 -986 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 B - C 394 -992 E - F 27 -20 Lumber C - D 328 -885 Value Set: 13B (Effective 611/2013) Maximum Bat Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. . Chords Tens. Comp. Bat chord 2x4 SP #1 Webs 2x4 SP #3 B - H 857 -330 G - E 852 -331 Lumber value set "1313" uses design values H - G 873 -328 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC- From 56 at -1.00 to 56 at 3.00a rx� C - H 174 0 G - D 178 0 plf TC-From 28 plf at pIf 3.00 to 28 plf at 7.00 �,o_ C - G 13 0 TC- From 56 pif at 7.00 to 56 plf at 11.00 #14&e 4 BC- From 4 pIf at -1.00 to 4 plf at 0.00 047182 BC- From 20 plf at 0.00 to 20 plf at 3.03 w BC- From 10 pIf at 3.03 to 10 pIf at 6.97 BC- From 20 pIf at 6.97 to 20 pIf at 10.00 BC- From 4 pIf at 10.00 to 4 plf at 11.00 , TC- 961b Cone. Load at 3.03, 6.97 STAXE OF TC-66 Ib Conc. Load at 5.00 BC- 121 lb Conc. Load at 3.03, 6.97 BC- 52 lb Conc. Load at 5.00� , * - Wind Wind loads and reactions based on MWFRS. $1144 Left and right cantilevers are exposed to wind sit SERJAL it 40 015A.38 FF 5B 8l 8O BB 7F 48 00 99 2E S5 FB *4UItem A2sQ,ecss ckziank.*Vmed a-A=21.d by rifaa lMartin", PE(a..tic.1=102f on n*daaesiwwa abonn who a SR -IL emt�a&:saranic, z'end c�ksn#itds dtsrx�r�tarm nut c�mi3cand sPgmadand sczlad srid ti�?aisa..� arrt3+ez+racs3i�aneads mr�t iamacrifNeaf. easdectro�c c�ylnt. "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) toy safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rimid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply Oates 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��LLComponents Group Inc. shall not be responsible for any deviation from this drawinct 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 pr 3 essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al 'neitw.mm TPI: www.tpinst.org SBCA: www.sbcindu .mm; IM www.iccsafe.org Job Number: 136DCS019 Ply: 1 SEQN: 696782 / T24 / EJAC 4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL City: 2 FROM: AH DRW. Truss Label: EJ7A Wgt: 26.6 Ibs / ... 09/28/17 r C 12 6 M O Cl) G � 2X4(A1) B T D A 2 4" 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 foe Lldefl L/# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA . Ce: NA VERT(LL): NA B 438 /178 /370 /- /202 /8.0 BCLL: 0.00 Enclosure: Closed Liu: NA Cs: NA VERT(TL): NA D 124 112 / 101 / - , ! - / 1.5 BCDL: 10.00 Risk Category: 11 now Duration: NA HORZ(LL): -0.015 D - - C 160 / 125 / 78 / - / - / 1.5 EXP: C Des Ld: 37.00 Mean Height: 15.00It HORZ(TL): 0.021 D - - Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 4.psf Code / Misc Criteria Creep Factor: 1.5 B Min Brg Width Req = 1.5 Soffit: 2.OD BCDL: 5.0 D Min Br psf Bldg Code: FBC 2014 RES Max TC CSI: 0.544 9 Width Req = Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.348 C Min Brg Width Req = Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. gearing 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: 15.01.01.0402,20 Chords Tens.Comp. Chords Tens. Comp. Lumber 4 Value Set: 13B (Effective 6/112013) A-B 63 0 B-C 72 -148 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) p Lumber value set "l313" uses design values Chords Bo Cor approved 1/30/2013 by ALSC B - D 0 0 Wind Member design based on both MWFRS and CBC. A! y�+rxr e 0471,02 4 Web STATE. QF. 40 01 SA 38 FF 5B 81130 BB 7i 48 00 99 2E 85 FB Zhu item 3maacid *sated by marwel Martin", PEW, itz.r4zn21on0a ehawnatmtaingassx-1 2a Aentam1Lmcoda. Nitad Cg11U dd L doc -�+- We trot CM1i&abd *nmiand sealnd and the t as hentkat a tan t U*z fW rasngdectw A.- wins.. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI and'SBCA) fo'r safety practices prior to performing these functions. installers shall provide temporary bracing per BCSI. Unless noted oitherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf-Details, unless noted otherwise. Refer 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 drawingg indicates •acceptance of pro_fessionat 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 ANSI1TPI 1 Sec.2. For more infonnafion see this'ob's gerieral notes pacfe and these web sftes: ALPINE: www.al ineifw.com TPI: www.tpinst.org; SBCA: www.sbcindu .com; IM www.iccsafe.org r 'd Job Number: 136DCS019 Ply: 1 SEQN: 6961113 / T15 / EJAC 4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty: 10 FROM: AH DRW. Truss Label: EJ7 Wgt: 23.8 Ibs / ... 09/28/17 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: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 41 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. T 7' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.021 D - - HORZ(TL): 0.031 D - - Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.496 TPI Std: 2007 Max BC CSI: 0.36E Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.20 0 40 01 5A 38 FF 56 8180 813 7F 48 00 99 2E 85 FB 3)9Y{�tCRi $it2$.+£GiYC{CL€M andS ladby ri7?ii lMartin", ?£ (FC. tk.0 tlF921 aerltm �aS¢sh.swa alit-ra wdfig 95NA.i aii3t titkaumtZIL. F9r€ I.,2 czasi msd dipviand ssakd arsd baa dfed a3=Vda t=k cnpim C I C) tr) M M 1 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 336 / 117 1259 / - / 173 18.0 D 127 /20 /101 /- /- 11.5 C 171 1133 /91 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 77 -151 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted dthenvise,top chord shall have properly attached structural sheathinct and bottom chord shall have a properly Kceilingp. Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or 810, . ADDIv plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to a division of ri Pi T or tar n acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 1360CS019 Ply: 1 SEQN: 6968191 T9 / EJAC 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 5 FROM: AH DRW: Truss Label: EJ7S Wgt: 21.0 Ibs / ... 09/28/17 2X4(A' T Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. T 7' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Sl; ow Duration: NA HORZ(LL): -0.024 C - HORZ(TL): 0.034 C - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.505 TPI Std: 2007 Max BC CSI: 0.373 Ruep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 15.01.01.0402.20 �&No 047181. 40 01 SA38 FF 58 8180 8B 7F48 00 99 2E 95 FB ThititemHvaabccraakzs : z rmdAmduaiedby A .'0IWrtk=; �. (&L, t�c.e Tzsazi cn tEie�ate snawa atQva s.�3a,g a s3iaa actt�ant:c�t�aatadm a^�Sstcdzt��srarehia dars��axxara a7at csesx$aad � aDd �caiad ®rad'!I'ae.:�.A s auGhenYkattessecrde n4zF to *Mifiaj M myclectrar,3s cmcinL B ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W A 270 / 79 / 188 / - / 151 18.0 C 128 /21 1104 /- /- 11.6 B 174 /135 /95 /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 78 -152 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 "WARNING— READ AND FOLLOWALL NOTES ON THIS DRAWING[ "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricatingg handlingshipping,' installing and bracing. ,Refer to and follow the latest edition. of BCSI (Building Safety Information, bV TPI anc7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10, e. Appty plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. fkefer to 60A-Z for standard plate positions. a division of any structure is the responsmutty of the Bu m ng Designer per AN51ITF ral notes Dace and these web sites: ALPINE: www.81Dineitw.com: TPI: www.binst.ore: SBCA: failure to build the g or cover page tn. The sui bdity il s 4 4 Job Number: 136DCS019 Ply: 1 1 SEQN: 696785 / T23 / JACK 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: BJSA Wgt: 19.6 Ibs .. / ... 09/28/17 C 12 6 M O (V to 2X4(A1) B t M 33: A 5' 2'4" 5' Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 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: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.010 D - HORZ(fL): 0.013 D - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.544 TPI Std: 2007 Max BC CSI: 0.171 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 15.01.01.0402.20 WAVE 40 015A:38 FF 58 81.80 68 7F48 00 83 2E 85 FB rhk it¢m'haa �ccre mt¢cxroatca�psivnad a¢d:calad Ly ! fanut3 Mart�es, 8E(fit.. i$a.=7'182100tie daftbtiawaal wing SHd'2 2L'LtjCritiWA'G`aB �i. a: s"Ymtedcog+iax+mrtfa�doaacrsatma notrasasauzad ts$and:calad and the.'.iSR-R �sA@a¢n�a4tr�sz�lt ns�E �.�arPfied ¢ac axr�6¢ctra� a�tax. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 373 / 162 / 330 / - / 158 / 8.0 D 85 /13 177 I- l- /1.5 C 103 /82 142 1- 1- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 63 0 B-C 46 -115 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 ]uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, , e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to BOA-Z for standard plate positions. a division of TPI 1; ortor h acceptance any structure failure to build the g or cover pa e in. The suitability Job Number: 136DCS019 Ply: 1 14EAB Label: BJ5 OL DR Horton 14EAB Aria "D" LL OL I Wgt 16.8 Ibs I FROM': AH 6968111 T12 / JACK I DRW;Truss 09/28/17 I City: 4 _3 Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "138" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C. 5' 5' Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf. NA Ce: NA VERT(LL): NA L'u: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.009 D - HORZ(TL):-0.011 D - - Code f Misc Criteria Creep Factor. 1.6 Bldg Code: FBC 2014 RES Max TC CSI: 0.309 TPI Std: 2007 Max BC CSI: 0.182 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.20 i E3 015A3EEF5BKBOB137F4800992ES5FB Eenand =tledby FAamvi M7hMAOX, .. t�.W zFszl cnth� �8a4xshaw�s aGa� w.$ng a SH# 1 C ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 263 196 1208 / - 1129 18.0 D 90 113 /70 /- /- /1.5 C 119 /93 162 /- 1- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 53 -120 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 forted crapiisdsts doccrrraarm ndt tatdixs8 =mod sealed M the a .A'l authcnt6taSie d¢n-k hA�Md MYdretrank ias. -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI an � SBCA) or safety practices prior to performing these functions. Installers shall provide temporary BCSI., Unless noted ovherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpefly oid ceiling Locations shown for permanent lateral restraint of webs shall have bracingC] insTalled per BCSI sections B3, B7 or 610, e. AppTy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. {2efer to 60A-Z for standard plate positions. a division of 'i F'i 1, or torn acceptance any structure Fis drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS019 PjYg: 1 SEQN: 696787 / T28 / JACK 4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL y: 1 FROM: AH DRW: Truss Label: BJ5B t 15.4Ibs .. / ... 09/28117 4 4 2X4(A' 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: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 5' 5' Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.011 C - HORZ(TL): -0.013 C - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.319 TPI Std: 2007 Max BC CSI: 0.187 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.20 No 047182 'AT 40 01 5A 38 FF538S110BB, 7F4900992E95FS Thu lull, irast:.ecss nlc 9s�ncd amisxalad 54 tRaruc3 tRatttns:; .I.. u k.m7inj ca the daft twvda QbQ= amonga SK$-i mvdsents�a:vaasJa. &�rmtad c�ias.airfds docaz^..mat xta aaet cras�dased �nvti xnd sealed arxt'ttac:�3az as+tsat9amsrmdaHost v.a+rcflF& kcn=fd=ttarA- caplas. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL I A 195 / 56 / 135 /- / 107 / 8.0 C 91 /15 /74 /- /- 11.5 B 123 /96 /67 /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - B 55 -122 Maximum Bot Chord Forces Per Ply (Ibs) 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 uire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of 'UPI 1; orfor h acceptance any structure tis drawing,any failure to build the on this drawing or cover page ie des!gn shown. The suitability Job Number: 136DCS019 11 Ply: 1 SEQN: 696788 / T21 / JACK 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 1 FROM: Al- DRW. Truss Label: BJ3A Wgt 15.4 Ibs / ... 09/28/17 T Loading Criteria (psi) 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 Value Set: 13B (Effective 6/1l2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C. 2'4"3' 3' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.012 D - HORZ(TL): 0.014 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.938 TPI Std: 2007 Max BC CSI: 0.231 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 15.01.01.0402.20 WAVE FNo 047102 sw �a e STATE -OF J' ter. ft 401015A38 FF 5B SI BO 8B 71 45 00 9. 2E R5 FB 3tTtlien BusbeenalecYra js&gnedwt9wiled ttyi€a tlmarmcr, t?E (fG. tlt.#<r71H2f c� 4�a sate tihnwa a6aan ec,3ng a Si3A 8 lfatst3gs�s�9¢. A tari crfrnvfaidsdexs�c rmrta apt eztnxldi ad Zsa sfsdsealed =6 tl�cv.AlaE dhcnfca&ncaje nut Acm61Ld matrydcctmrk .dPie, A T ♦ Maximum Reactions (Ibs) Loc R /U /Rw !Rh /RL I B 324 / 157 / 309 / - / 115 / 8.0 D 44 / 25 157 / - ! - / 1.5 C 34 /30 /32 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) 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 -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [Safety Information, by TPI ani7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporaryy BCSL Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly Ccd7id ceiling. Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or B10, . ADDTv Dlates to each face of truss and oosition as shown above and on the Join Details. unless noted otherwise. hefer to a division of any lis drawing,any failure to build the on this drawing or cover page Le design shown. The suitability Job Number: 136DCS019 Ply: 1 SEQN: 696809 / T13I JACK 4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty: 5 FROM: AH DRW. Truss Label: BJ3 Wgt: 12.6 Ibs .. / _.. 09/28/17 i C n M O to r C14 3' 1' 3' Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi1CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in [or, Udefl U# LOG R / U / Rw / Rh / RL / W B 193 176 1 162 ! - / 86 / 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 51 16 / 41 / - / - / 1.5 BCDL: 10.00 Risk Category: It Snow Duration: NA HORZ(LL): -0.004 D - C 64 / 51 130 I - I - / 1.5 Des Ld: 37.00 EXP: C HORZ L -0.004 D - - (T ) Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 1.5 P B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.174 D Min Br Width Re - g q = = Load Duration: 1.25 P MWFRS Parallel Dist: 0 to h12 TPI Std: 2007 Max BC CSI: 0.072 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 a seat p Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. No 1 ur 8.2 at `At" � .ID 40 01 5A 38 FF 5B 8180 BB 7F49 00 99 2E 85 FB :Fits itaf l"Jbcmclectrus& ,�-ped zMseated by Mamel Martinw. ?E (FL. 1k. 471371 M iAe date shcrra abM vstng2 SHA•1 =hfrfiata3te4=de. �riatrade aaasasditda dsxer^mst nat ctwidnad sP�an$ salad ar.!il<e,�:e5tv1 aarttaesrtara �2taucadcnut bAveriftd cats yde_twnk tars,las.. n Char A-B 27 0 B-C 29 -105 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 `"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply Oates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinccLLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawincf indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. Pnr m inform Nf cm Poi. inh•c non 1 nntne mnn ­1 fh--h Of— Al PIMP- - aInlnait. min' TPI• -Minot n SRCA- veanv ch qi fA t_ min- Inr.. - i-f. nrn Job Number: 136DCS019 Ply: 1 SEQN: 696790 / T33 / EJAC 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty. 3 FROM: AH DRW: Truss Label: EJ3L Wgt: 12.6 Ibs .. / ... 09/28/17 T Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C. Left cantilever is exposed to wind C a 4 Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria Pg: NA Ct: NA CAT. NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.004 D - - HORZ(TL): -0.005 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.178 TPI Std: 2007 Max BC CSI: 0.078 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 15.01.01.0402.20 40 01 5A38:FF 58 81 Bit B3 7F48 00 99 2E 85 FB MR Item bemetests {s}�mzdW.'dsaaicdhiir40MMAMAa F£ (FL. Lic.r4ni Z1 on thaw shown abava Wns a SKNA aELi erktCi$Y..'b9 wd@. i tcd eopklaf Adext=s AeraMtCo-A&seird and saaimd oral the SHAG asahe.6=1Bzaraeafe must be ve3 d.as avgrdedmnrs =Ws. Ul) 04 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 190 / 75 1 160 /- / 86 / 3.5 D 52 /7 /42 1- /- /1.5 C 66 152 / 32 /- / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -106 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shi ping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI an7'SBCA) for sa>Pety practices prior to performing these functions. Installers shall provide temporartyy BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro ppefly aaid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 or B10, le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. hefer to 60A-Z for standard plate positions_ a division of any its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability it Job Number: 136DCS019 Ply: 1 SEQN: 6961107 / T14 / JACK 'I 4EAB Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL Qty: 6 FROM: AH DRW: Truss Label: 13J1 Wgt: 11.2lbs .. / ... 09/28/17 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 4"3 V Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C. 12 6 [7- C 2X4(A1) B F.1 -F Tco O LO T- T" 1' 1' 1' Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.001 D - HORZ(fL): 0.001 D - Code / Misc Criteria Creep Factor. 1.6 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 TPI Std: 2007 Max BC CSI: 0.015 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.20 STATE OF 40 M 5Aa FF 50 K O ISO 7F48 W 0 2E 85-FB kktsm9�ai8ts.stt Is is asl-an Imx byPata:wdMartin", (rs.uc. tss jcn�m dmsw abaft uewsawxA�l =tkazaaawda. s nmd<ry3easr d+r_cs:mcrm �n.tcs id-6 - arui zs�i�d and that e;da.mssst kva: vst3fi�# ers ac,'} sdectrmri§s ca'lna: M 1 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 150 177 / 145 / - / 42 / 8.0 D 11 110 /18 /- /- 11.5 C -14 /28 /25 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 28 -19 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 quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI andSBCA) safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oytherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, 6e. AppTy plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. hefer to 60A-Z for standard plate positions. a division of TPI 1; ortor h acceptance any structure failure to build the g or cover pa e _ _ m. The sui bdity Job Number: 136DCS019 Ply: 1 SEQN: 696792 / T34 / JACK 4EAB Aria "D" LL OL]DR Horton /4EAB Aria "D" LL OL City: 4 FROM: AH DRW: Truss Label: 13J1L Wgt: 11.2lbs .. / ... 09/28/17 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: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C Left cantilever is exposed to wind 12 6-F T C 2X4(A1) B c� o to � co A �- � D 1' 1' C� 1r Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg:NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W PF NA Ce: NA VERT(LL): NA B 134 / 77 1143 1- / 42 13.5 Lu: NA Cs: NA VERT(TL): NA D 13 19 / 18 / - ! - 11.5 Snow Duration: NA HORZ(LL): 0.001 D - - C 1 123 / 22 I - 1- / 1.5 HORZ(TL): 0.001 D - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 D Min Brg Width Req = - TPtStd: 2007 Max BC CSI: CW13 C Min Brg Width Reg = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 15.01.01.0402.20 A-B 25 0 B-C 20 -16 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 r. V 40 015A.38 FF58 81 BO 815 7F48 00 99 2E 95 FB r3tr iSarsAas.§�ers mkectpe¢s4�ia�'at�:�zta�itsy 9daau2t KAart7na:; pEf,k, Uc.0-r2Nzj cm the rat* lfwvm abm tr-Ing a 5HT-3. a#�FE#iCtta$�YW £f &, ��trd zc�xiaaaSCs ticxeac: axsi watcaasvtbsed �axasi x�almd as 0 ttsa.A«3'axl�f+an#�.aaP�a�6� an�rzst:C:s �erif3ed.rn adectmr�: satFltkS-. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, bV TPI anc7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. 1 Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this d9awrng or cover page. listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this iob's oeneral notes oaoe and these web sites: ALPINE: www.alpineitw.00m; TPI: www.tpinstorg; SBCA: www.sbdndusby.com; ICC: www.iccsafe.a if Job Number: 136DCS019 Ply: 1 SEQN: 696798 / T25 / HIP_ 4EAB Aria "D" LL OIL /DR Horton /4EAB Aria "D" LL OIL Qty: 2 FROM: AH DRW: Truss Label: CJ7 Wgt: 42.0 lbs 1 ... 09/28117 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: If 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: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads -(Lumber Dur.Fac =1.25/ Plate Dur.Fac.=1.25) TC- From 0 plf at -1.41 to 55 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 9.84 BC- From 0 plf at -1.41 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 pif at 9.84 TC- -7 lb Conc. Load at 1.41 TC- 128 lb Conc. Load at 4.24 TC_ 238 lb Conc. Load at 7.07 BC- 23 lb Conc. Load at 1.41 BC- 103 Ib Conc. Load at 4.24 BC- 179 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. 67 + 9110"1 6'3" 3'7" D 6'1"4 + 3'2" 6"1 6'1"4 9'3"4 911 Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL 1 W Pf: NA Ce: NA VERT(LL): 0.016 G 999 240 B 330 / 208 / - /- /- / 10.6 Lu: NA Cs: NA VERT(TL): 0.034 G 999 180 E 385 1175 / - / 0 / 0 11.5 Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 / - /- /- 11.5 HORZ(TL): 0.010 F Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.241 E Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0.326 D Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.256 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Camp. A-B 14 -11 C-D 55 -72 B - C 330 - 650 o ' 0 40015A,38 FF 5B 81. 80 BB 7F 49 00 99 2€ 85 F8 Yas4c ieamkas ttete ale�psa�mcd an9 sealed try rltaxrrat Marttnea, ��t. tf..ra�fs�fa,r��i��ma�7n�Eawnrr�sas��a atsdsan�tienemda, �,ted cs��srthis timra��etauanat caraiG"rsnd � end s�,alad araa ttae.5'iZ �ttenk`,taAis�ssradc nrrse Pas xerff�sa am*p$sctrar& mains. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- G 604 -290 F- E 0 0 G - F 591 - 288 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ G - C 286 - 47 C - F 345 - 709 `*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Are extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, bV TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarrYy BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly Bid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, e. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. fhefer to 60A-Z for standard plate positions. a division of ivi 1,ortor r acceptance any structure !is drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Truss Aria "D CJ7ALL OL /DR Horton 14EAB Aria "D" LL OL I I Qty:Wqt 1 .0 Ibs I FROM: AHLab799 / T26 /HIP_ I DRW % 09/28/17 I 67 9110"1 6'3" 3'7" T 4, 3 / 791 f-- 1'S" II 6'1"4 3'3"12 6'1"4 915"1 5" 1 1 'Loading Criteria (psf) Wind Criteria Snow Criteria, (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.013 G 999 240 B 303 1204 ! - /- /- 110.6 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.032 G 999 180 E 353 1165 1- /0 / 0 / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 F - - D 31 / 15 / - /- /- / 1.5 EXP: C Des Ld: 37.00 HORZ L 0.009 F - - � R )= Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 sf P Bldg Code: FBC 2014 RES Max TC CSI: 0.200 E Min Br Width Re 9 q = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Sid: 2007 Max BC CSI: 0.301 D Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft P 9 Rep Factors Used: Yes Max Web CSI: 0.233 1 Bearing B requires a seat plate. Loc. from endwall: not in 9.00 it FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 15.01.0402.20 .01 Chords Tens.Comp. Chords Tens. Camp. Lumber A-B 14 -11 C-D 51 -66 Value Set: 13B (Effective 611/2013) B - C 316 -590 Top chord 2x4 SP #1 a Bot chord 2x4 SP #1 Webs 2x4 SP 93 I Maximum Bot Chord Forces Per Ply (Ibs) V Chards Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC B - G 550 -278 F - E 0 0 G - F 538 -276 Special Loads MAN 41- -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC- From 0 to 55 at 0.00 Al Maximum es P er is (Ibs)Tens. plf at -1.41 pIf TC- From 2 plf at 0.00 to 2 plf at 9.84�� Tenbs Webs Tens.Comp. We Comp- BC- From 0 pit at -1.41 to 4 pIf at 0.00 ,�' ; G - C 271 -62 C - F 331 -645 BC- From 2 pIf at 0.00 to 2 pif at 9.84 e TC- -7 lb Conc. Load at 1.41 TC- 99 lb Conc. Load at 4.24 TC- 222 lb Conc. Load at 7.07 y BC- 23 lb Conc. Load at 1.41 BC- 96 lb Conc. Load at 4.24 TAT E OF BC- 174 lb Conc. Load at 7.07 WindF°► Wind loads and reactions based on MWFRS. *vs , 40 015A38 FF 50 81 BO 813 7F48t10 99 2E 85 FB rkiis ltemRststei "s�ncdms9�aled by ts�as,rrzl taartinia,. �tft, L�.�itE92! e�c@ atwwtx atxaa� wing➢ 5}rb«3. ➢or,,R➢tirascx�fa Es9atRd c�atz�itfds ef¢ers+sntamnot e➢r,S#der➢A sia'ard z➢➢f➢d �E tilC.�')irz iLiflRfiY3➢��i' Gb..iC P.11kSE $➢ Ofi.(jitRTk 3A�CjCLtf0i5{:.. cad".{➢i.. -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building f Safety Information, byV TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy r BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly qqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 of 910, lit Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSI> PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, this drawing indicates acceptance of professtonaT engineering responsibility solely for the desfgn shown. The suitability ;e of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. r Job 4EAB Aria" 1 800 / T37 i HIP_ LL OL DR Horton 14EAB Aria "D" LL OL I Wct 16.8 Ibs I FROM: i 09/28/17 D AH I DRW I Truss Label: CJ3L Loading Criteria (psq TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.25 Spacing: 24.0 " C 12 77 4.24 T d- 2X4(A1) B M CV A D 1 t7t.$ 4'0"6 4'0"6 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: If EXP: C Mean Height: 15.00 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h12 C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads ----(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -1.62 to 55 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 4.03 BC- From 0 plf at -1.62 to 4 pit at 0.00 BC- From 2 plf at 0.00 to 2 plf at 4.03 TC- 2 Ib Conc. Load at 1.27 BC- 26 Ib Conc. Load at 1.27 Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Def11CS1 Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.001 D - HORZ(TL): 0.003 D - - Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.057 TPI Sid: 2007 Max BC CSI: 0.107 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 15.01.01.0402.20 WAVE STATE, OF 40 01 5A 38 FF 55 81 BO BB 7F 48 00 99 2E 95 FB thitItem h"been cleCtam a acdarx9:a WbyUmatiMarttnr3 PE(a.. Lk.Cb7:H21 ccLChe a3e sfwvna abnre u ag a Srf,G•3 "nAd admeeede. P�ted axis araiusd�aia a�ai cxssvierad s'tgsur3an9 ssa�C anctbc.a.�»auihenttsa�cascadarnsaEbc�cr#tic�ca�sa7c�ectrmnie =IDS. ♦ Maximum Reactions (Ibs) Loc R IF /Rw /Rh /RL /W B 153 /81 /- /- /- 14.2 D 69 /1 /- /= /- 11.5 C 30 /3 /- /- /- / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 16 -12 B-C 12 -7 Maximum Sot 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 uire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly iiid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 610, e. AppTy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Zefer to a division of ITW BuildinclComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page , this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitbility :e of this yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS019 Ply: 1 SEQN: 696793 / T18 / VAL 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 1 FROM: GM DRW. Truss Label: V1 Wgt 25.2 Ibs / ... 09/28/17 3'11"8 7'11" 3111"8 3'11"8 12 B=4X4 6 T iv =-3X4(D1) �=s3X4([)I) A C 1 E D 1112X4 f 7'11" 3'11"8 3'11"8 3'11"8 7-1 1" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefilCSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT. NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W E- 73 128 / 34 / - / 8 195.0 TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): -0.013 D 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.015 D 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.005 D - - E Min Brg Width Req = - Des Ld: 37.00 EXP: C Mean Height: 15.00 ff 11 HORZ(TL): 0.006 D - - Bearing E is a rigid surface. NCBCLL: 10.OD TCDL: 4.0 psf Code / Misc Criteria Creep Factor: 1.5 Soffit: 2.b0 BCDL: 5.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.141 Maximum To Chord Forces Per PI Ibs p y ( ) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.121 Chords Tens.Comp. Chords Tens. Camp. A - B 200 -178 B - C 200 -178 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CS 1: 0.109 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 15.01.01.0402.20 Wind Duration: 1.60 WAVE Chords Tens.Comp. Chords Tens. Comp. Lumber A - D 234 -146 D - C 234 -146 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs) Bot chord 2x4 SP 91 Webs Tens.Comp. Webs 2x4 SP #3 Lumber value set "138" uses design values B - D 366 -309 approved 1/30/2013 by ALSC � i Dfgt j01 Wind Member design based on both MWFRS and C&C.v Additional Notes ' �F- See DWG VAL160101014 for valley details. ID Z. 4 4. STATE � SEPAL 40 01 SA38 FF 50 8180 BB 7F49 00 99 2E 95 FB Thitltamitasbe cltdruss p%tPddmd=AadbyMawdCA dlnd; PE K. tte.547021 on thcdaSeshswn abam trig aSHA-1 asffitamrntteas�ndm pr4tmd roitialoydris d A=not awAd=d st 1aand unlad amen khoSXA.3mLik bvwftd ca"adeammic °=- -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, handlingsh! ping; installing and bracing. Refer to and follow the latest edition of BCSI (Building F Componen� Safety Information, byV TPI anr7'SBCA) saety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperyly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp�Components Group Inc. shafl',not be responsible for any deviation from this drawing any failure to build the truss in ANSI PI 1, for handling installation bracing trusses.A this drawing conformance with or shipping, and of seal on or cover page listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this �awing for any structure is the responsibility of the Building Designer ANSVTPI 1 Sec.2. per For more information see this "ob's general notes page and these web sites: ALPINE: www.al !neitw.com: TPI: www. inst.o : SBCA: www.sbcindu .com; ]CC: www.iocsafe.orq 19 Job Number: 136DCS019 Ply: 1 SEQN: 696794 / T11 / VAL ' I 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 1 FROM: GM DRW. Truss label: V2 Wgt: 16.8 Ibs / ... 09/28/17 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 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) ' Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "138" uses design values approved 1/3012013 by ALSC Wind Member design based on both MWFRS and C&C Additional Notes See DWG VAL160101014 for valley details. 1'11"8 f 3-11" r 1'11"8 1'11"8 12 6 B=3X4 3X4{D1)=3X4(D1) A C D 3'11" 3'11" 3'11" Snow Criteria (Pg,Pf in PSF) DeFl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): -0.005 999 240 Lu: NA Cs: NA VERT(TL): 0.007 999 180 Snow Duration: NA HORZ(LL): 0.002 - - HORZ(rL):-0.003 - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.057 TPI Std: 2007 Max BC CSI: 0.069 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.20 u SE OF, 40 015A 38 FF 55 81 SO SB 7F4810 99 2E 85 FB rislt iternitas 4�ex»claCtraealca�p�rncdarr3 ssalcd by ktassact k2artinca �(�t.t�.�zsiEa{cmt%�s7cswrto�asH3.a ' �iheaecaziawssir, ud a;p1=afd it dsr_ma a mac tat o.-Adi—d dp.,s =d tsaled a dthe=.,i"+i<,2mt=xatiexscad msstbaVC&Wwswydettmnk C=Ims. ♦ Maximum Reactions (ibs), or "=PLF Loc R /U /Rw /Rh /RL /W D' 70 122 / 31 /- 16 147.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. A-B 188 -162 B-C 188 -162 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 158 -148 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anr7'SBCA) toF safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t 10, e. AppTy plates to each face of truss and position as shown above and on the Join9Details, unless noted otherwise. (2efer to 50A-Z for standard plate positions. a division of ivi i,orrorn acceptance any structure its drawing,any failure to build the on this drawing or cover page. _ ie design shown. The suitability Job Number: 136DCS019 Ply: 1 SEQN: 696795 / T31 / VAL 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 1 FROM: GM DRW. Truss Label: MV1 V Wgt: 21.0 Ibs / ... 09/28117 R 5-6" 5'6" 4VA Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIICSI Criteria ♦ Maximum Reactions (Ibs), or •=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W D' 74 130 / 53 /- / 19 / 66.0 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 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.014 C D Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL):-0.017 C - - Bearing D is a rigid surface. Code ! Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.294 Maximum To Chord Forces Per PI Ibs P y ( ) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.223 Chords Tens.Comp. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.183 A - B 44 -109 Loc. from endwall: not in 9.00 it FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 15.01.01.0402.20 Wind Duration: 1.60 WAVE Chords Tens Com P• Lumber A-C .160 -19 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 Webs Tens.Comp. Lumber value set "1313" uses design values B - C 221 -128 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. ova 30 Additional Notes See DWG VAL160101014 for valley details. NO 047162 to TA 40 015A38 FF 5B 8160BB 3F49 00 93 2E 85 FB MU ltamhm been aaxs=lad by Flea ml marttnrs, PE (a. 0:.Kar=j on th"aft 4wwa ab om Well a SHA1 wwt ent{catl>•:nvsd& tedcpiascrtldadtracrrt not c=i&a edsi�mtisalad arxb ttsa�iR.A entkaamnuufe rnsat �r�rif�d eTra�rafcctran8c "'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, byy TPI anr3 SBCA) for safety practices prior to pertorming these functions. Installers shall provide temposy bracing per BCSI. Unless noted 0 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 installed per BCSI sections 63, 67 or,61D, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise, i2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIIfPI 1, or for handling shippinp,'installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing 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 ANSI/TPI 1 Sec.2. Fnr mnm infnnn firm _cae thls inWc nanaml nntx nane and these weh sites• AI PINP w alnineilw min, TPI• w tninst nm' SRCA' w shdnductrv.rran• lrc' w irr fe.nm r Job Number: 136DCS019 Ply: 1 SEQN: 6967961 T30 / VAL 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 1 FROM: GM DRW: Truss Label: MV2 Wgt: 14.0 Ibs .. / ... 09/28/17 g 3'11 "8 3'11"8 kl6fikK 1112X4 T 1 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf- NA' Ce: NA Defi/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): NA ♦ Maximum Reactions (Ibs), or *=PLF Loc R / U 1 Rw / Rh / RL / W D* 73 116 / 51 /- / 12 / 47.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.006 C - - D Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ L -0.007 C - - �) a g BearingD is rigid surface. Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.160 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2007 Max BC CSI: 0.122 Chords Tens.Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.094 A - B 33 -77 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) 1 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.61.0402.20 Chords Tens Comp Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. No 047102 40 01 SA38 FF 50 81 SO BB 7F 49 00 99 bE 85 FB 33sJsttnmRssbecn ekc3aras£ca q: nedam9 sr,:afed by Wa nt Lu in", n ifL, Lk.It4lunt on the date sbowwabtw want; asirwl aothenffcatkasa, Fen tedctpk%tfttsstioctema = riot camd&rods .md=led acrid thes4'Ai a"themcai6n,C'2'tmesttmWAfedonwrde-drunk rzpias. A-C 144 -14 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-C 161 -90 **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 anq'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary 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 installed per BCSI sections B3, B7 or B10, as applicable. Appty ptales to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI�I 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 pr 3 essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this inb's reneml rites nacre and these web sites, ALPINE: wn _alnineitw mm* TPI• wwr.tninst.nmc SBCA: wwwsbcindustrv.com- ICC: www.iccsafe.ora Job Number: 136DCS019 Ply: 1 SEON: 696797 / T22 / VAL 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 1 FROM: GM DRW: Truss Label: MV3 Wqt: 11.2 Ibs / ... 09/28/17 12 6 B 3X4(D1) A 1 1t11.8 �{ 1111,18 MIN;] Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deff/CSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Defiection in .loc Udefl U# LOG R / U / Rw / Rh / RL / W D• 75 112 / 47 /- / 9 123.5 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): -0.013 B 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.016 B 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.006 B - - D Min Brg Width Req = - Des Ld: 37.00 EXP: C -0.007 B - - Bearing D is a rigid surface. Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 itHORZ(TL): TCDL: 4.0 psf Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.042 Maximum To Chord Forces Per PI Ibs p y ( ) Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2007 Max BC CSI: 0.078 Chords Tens.Comp. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CS 1: 0.000 A - B 0 -21 Loc. from endwall: not in 9.00 it Fj/RT.20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 15.01.01.0402.20 Wind Duration: 1.60 WAVE Chords Tens Com Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. ife STATE OF 40 01 SAS8 FF 56 81 BD 667F48 00 99 2E 85 FB ThUItem 'hnbtmektin ys ad=Aa�=)afadbyFAwMatunes, M €a. uc.0471921m the datdatezh�am'abmwecoga5N&<3 an�3iriituaav�n, s±rtatrdxWiwscsit##s dtm=wt si are not cmddWad n d=d snalcd and the Sf.A:s aadhrrs+t`a-rlfnmmesrda flmwk UwdfWm myclectounk . cmim P• —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, handling9 shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) f-or safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint' Details, unless noted otherwise. kefer 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 drawin 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 drrawing or cover page_ . listing this drawing 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 ANSI1TPI 1 Sec.2. Gable Stud Reinf orcement Detail ASCE 7-101 160 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = lA0 Or, 120 moh Wind Speed, 15' Mean Heloht. Partially Enclosed. Exoosure D, Kzt = 1.00 S 2x4 Brace Vertical Spacing Species Grade No Braces (1) Ix4 'L' Brace 111 (1) 2x4 'L' Brace le (2) 2x4 'L' Brace leer (1) 2x6 'L' Brace w <2> 2x6 'L' Brace 10Gable Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r S P (� #1 / #2 3' 10, 6' 7' 6' 10' 7' 9' 8' t' 9' 3• 9' 7' 12, 2' 12, 8' 14' 0' 14' 0' #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12, 6' 14' 0' 14' 0' U Q H F Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6• 12, 0' 12' 6' 14' 0' 14' 0' Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' n% #1 4' 0' 1 6' 8' 6' 11' 1 7' 10' 8' 2' 1 9' 4' 9' 8' 12' 4• 1 12' 9' 14' 0' 1 14' 0' #2 3' 10' 6' 7' 6' 10' 7' 9' e' 11. 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' il' il' 8' 14' 0' 1 0' N4' DFL Stud 3' 9' 5' 3' 5' 7' 6' It' 7' 5' 9' 2' 9' 7' 10, it, 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' B. 10' 4' 13' V 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' il' 0' 13' 11' 14' 0' 14' 0' 14' 0' +.> - S P F #3 4' 2' 7' 1' 7' 9' e' 9' 9' 1' 10, 5' 10, 10• 13' 9' 14' 0' 14' 0' 14' 0' Q1 U O I i r �Il Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10, 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10' 10' 12181 13' 7' 14' 0' 14' 0' #1 4' 7' 7' 7' 7' Ill 9' 0' 9' 4' 10, 8' it, 1' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' IF 0' 13' 11' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10, 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' DJ D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' t0' 10, 11' 10, 12' 7' 14' 0' 14' 0' .Q #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' (� u U S P F #3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X O 1 H F- Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' 1111. 5' 1' 8' S. e' B' 91-11, 10, 3' 111 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d S P #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 21 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' 7- 011 � D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' Il' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 1 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 1 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' Bracing Group Species and Grades, Group AI S ruce-Pine-Fir Hen -Fir #1 / # tan a 1 02 1 Stud #3 1 Stud 1 1 #3 IStondaroll Dou las Flr-Larch Southern Pinewrr #3 #3 Stud Stud Standard Standard Group Bt Hem -Fir #1 & Btr #1 Dou law Flr-larch Southern Plnerww #L 1 #1 #2 1 #2 Ix4 Braces shall be SRB (Stress -Rated Boord). wwFor Ix4 So. Pine use only Industrial SS or Industrial 45 Stress -Rated Boards. Group B values may be used with these rades. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 pif over continuous bearing <5 psf TC Dead Load), Gable end supports load from 4' 0' outlockers with 2' 0' overhang, or 12' plywood overhang. tdmm ti Attach 'L' braces with 10d (0.128'x3,0' min) naps. able Truss X For, (1) -L' brace- space malts at 2' o.c. In 18' end zones and 4' o.c. between zones. )K)KFor (2) 'L' braces- space naps at 3' o.c. Diagonal brace optlon- T in 18' end zones and 6' o,c. between zones. vertical length may be doubled when diagonal 18' 'L' bracing must be a minimum of 80% of web brace Is used. Connect L member length, diagonal brace for1we at each end. Max Brace Gable Vertical Plate Sizes total length Is 14Vertical Lennth No S lice 2x6 DF-L #2 or Less than 4' 0' 2X3 better diagonal T -�' Greater than 4' 01, but 3X4 bracer single I less than Vertical leng B'Greater than I1' 6' 4X4 In table abor double cut45• (as shown) at 1 + Refer to common truss design for upper end. peak, splice, and heel plates, Connect dontlnuous Bearing `11 ial "'ifjRefer to the Building Designer for conditions +, fo not addressed by this detalt. midpoint of vertical web. Refer to chart above for .,raft t, xlgth. -WARNDlfier REAR AHD FIILLDV AL. III= -ON This DRAYINGI v REF ASCE7-10-GAB16015 rrIMPORTANTwr FURNISH THIS DIIAYINf TO ALL CBrTRACTORS DSI.UDDtG THE DISTALLERS. 6 �`j FIVS,(v �¢{� Trusses require extreme care h fabricating, handling, -shipping, installingand bracing. Refe,l to and s` 4 DATE 10/Ol/14 Follow the latest edition of BCSI (,king Component Safety Information, by TPI and SBCA) foe.safety ,y \� proctkas prbr to performing these functions. Installers shall provide temporary bra dsg par SL Y unless noted otherwise, top chord shall have property attached structural sheotFdng and bottvn chord =„* ,r' DRWG A16015ENC101014 shall have a property attached rigid celOng. Locations shown For permanent lateral restraint of webs shall have md=l Installed per BCSI sections the J or Det ils unless Apply plates to each face Ill rf_�� of truss and ppoosition os whom nbov¢ and on th¢ Joint Details, urd¢sc noted otherwise. Reitr to drawings 16OA-I for standard plate positions. P� Alpine, a dNlsion of IN BuZr components Groupnc Ishall not be responsible for any deviation from AN 11WCOMPANY this drawing, any follure to Mild the truss in conformance with ANSI/TPI 1, or for hor girl , shipping, mo �l ( T °� a`' MAX, TOT, LD. 60 PSF hstauation 6 bracing of trusses. A sent - this drndng or cave, page listing this drawing, Indicates acceptance of professlorml 13389 Lakelronl Dnve f strutsde'e is Ity sWNY for the design shown The suitability and use of this drawing Bua the rrsporCsm0lty of the dhg Designer per ANSI/IPI 1 Sec2. Earth City, MO 63045 For more Information we this Job's general notes page and these web sites Ag�nr„pGe{rCtett MAX, SPACING 24,Ow ALPINE- wee.1phottacom) TPI- www.tpinstargi SBCA� wwwxbcedustry.orgl IM w"Jc FeArg w w r t A Gable Stud Reinforcement Detail ASCE 7-10i 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, L40 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 100 Or, 120 moh Wind Speed. 30' Mean Helaht. Partially Enclosed, Exposure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) ix4 'L' Brace K(1) 2x4 IL' Brace x (2) 2x4 'L' Brace no, 0) 2x6 'L' Brace r (2) 2x6 'L' Brace It Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' B' 9' 9' 2' 11' 7' 12, 0' 13, 9' 14' 0' S P F #3 3' 6' 5' 5' S' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' U iJ r Stud 3' 6' S' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' Ill it, 13' 7' 14' 0' 0 /H r Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' it, 9' 8' 10' 4' 13' V 14' 0' # 1 3' 10' 1 6' 4' 6' 7' 7' 6' 7' 9' 1 8' it' 9' 3' 11, 9' 12' 2' 13' 11' 14' 0' -� S P #2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' li' 7' 12, 0' 13, 9' 14' 0' 03 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10' 10, 13' 8' (U D F L Stud 3' 7' 4' 10, 5' 2' 6' 5' 6' Ill 8' 9' 9' 1' 10, 1' to, 10, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' e' 11' 9' 7' 12' 2' 13' 0' L% #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' e' 9' 10, 1' t0' 6' 13' 3' 13' 9' 14' 0' 14' 0' _P S P F #3 4' 0' 6' 7' 7' 5' 8' 4' e' B. 9' 11' 10' 4' 13' 1' 1 13' 7' 14' 0' 14' 0' U Stud 4' 0' 6' 7' 7' 0' 8' 4' e' e' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' O H F Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' Il' 10, 12, 8' 14' 0' 14' 0' QJ #1 4' 5' 1 7' 3' 7' 6' 1 8' 7' 8' 11' 10, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P #2 4' 2' 1 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13, 9' 14' 0' 14' 0' #3 4' 1' 1 5' 11' 6' 4' 7' II' 8' 5' 10, o' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' D F L Stud 5' Il' 6' 4' 7' 11' e' 5't0' 0' 10, 5' 12, 5' 13, 3' 14' 0' 14' 0' Standard' 5' 3' 5' 7' 7' 0' 7' 6' 9'5'to' 2' it, 0' 11' 9' 14' 0' 14' 0' r SPr #1 / #2 ' 7' 11' 8' 2' 9' 4' 9'8'to, 1' I1' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 E41V ' 7' 7' 8'1'9'2'9'6'10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' X#1 d UL1PStud' Or�Standard' 7' 7' 8' 1' 9' 2' 9' 6' 10, il' it' 5' 14' 0' 14' 0' 14' 0' 14' 0' 6' 6' 6' 11' 8' 8' 9' 3' 10, Si' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' 0' 8' 0' 8131 9' 5' 9' 9' 11' 2' it, 8' 14' 0' 14' 0' 14' 0' 14' 0' #2 1 4' 8' 7' 11' 8' 2' 9" 4' 9' e' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Ri #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' li' o' 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' Il' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1' 6' 5' 8' 1' e' 7' 10' ll' 11' 5' 1 12' 8' 13' 7' 14' About p: able Truss Diagonal brace option, -7- vertical length may be _ -- - --18'- I_ _- - - - -.doubled when diagonal - -- - - - -- - - _ )K brace is used. Connect L diagonal brace for 690# at each end. Max web Brace total length Is 14'. ill 31E 2x6 DF-L #2 or - better diagonal 'r Vertical length shown brace( single B, In table above, or double cut L 45' (as shown) atL. 1 ' upper end. ontlnuous Hearing777- Connect diagona at llllll [lit midpoint of vertical web. Refer to chart above for max ga+k°tse rho wwVARNINfBww READ AND FOLLOW ALL NDTES ON THIS DRAWM THE ���. iavi T` eeD"TANT- FURNISH THIS DRAWING M ALL CDNTRACTURS VIC1.110M INSTALLERS. At Trusses require extreme care Im fabricating, handling, shipping. Installing and bracing. Refer to and Follow the (.test editton of BCSI (BuldIng Component Safety tnfannotkm, by TPI and SBCA) for safety ,+ practices prior to performing these fumctions. installers shop provide temporary bracing per BCSL �`�� y�4�'VS� unless noted otherwise, top chord shall have properly attached structural sheatwv and bottom chard p shall have property attached rWId cetll Lorottons shown for permanent lateral restraint of webs have bracing Installed 83, 87 810, as Apply to each face Z / fl 11 �� a �0 1� l'�r .,.it per SCSI sec ans or applkabte. plates ings 6 orwn andar and te the si ions, DBSaY6, {alllSS m0<efl otherwise. Of truss to drawings Refer <o drorMgs 160A-Z For standard plate pasitbns. G AN ITWtbMPANY Alpine, a dvWl- of ITV Building Components Group Inc shall not be responsible for any deviation from this drowtno, any failure to bold the truss in conf... o with ANSI/TPI 1, or for h-k0g, shipping,�'y -ATE OF Installotlon I' brocb-g of t-..- A seal on this drawing, or [aver page Usttrg *" drowima, hdil-tes acceptance of Professional �� vV, p '�rQ,,C� 13389 Lakefront Drive - responsibuty solely for the daslf� slam. Trig sultabUlty and use of this drawing for any structure Is the responsa�Wty of <na Building Designer per ANSVTPI T Sec2. , ��t�,�,q�,,�7 kj4J Earth City, MO 63045 For awe Information see Ws Job's 8enervl notes page and these eb site. ,¢¢ to ��jN (¢TI 'xflVF4Fs ALPINE, www..tpineitw.coml TPI, .-tpinstorgl SlIM-w.sbcindustryargt IM wwwJccsafearg 152 Bracing Group Species and Gradesi Group At S ruce-Pine-Fir Hen-Flr #1 / #2 Standard #2 Stud #3 Stud 1 #3 Standard Dou las Fir -Larch Southern Pintail, #3 #3 Stud iStud Standard I d Group Br Hen -Fir #1 & Btr #1 .Dou (as Fir -Larch Southern PlnewKs at #1 S2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). "For Ix4 So. Pine use only Industrial 55 or. Industrial 45 Stress -Rated Boards. Group B values may be used with these rades. Gable Truss Detall Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports fond from 4' 0' outloakers xith 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) naps. )K For (1) 'L' bracer space nails at 2' o.c. in 19' end zones and 4' o.c. between zones. )K) For (2) 'L' braces- space naps at 3' o.c. In 18' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 807 of web member length. Gable Vertical Plate Sizes Vertical Len tin Na S lice Les; than4' 0' 2X4 Greater than 4' 0', but 4%4 I- than 12, 1 * 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 TOT. LD. 60 PSF SPACING 24.0' Gable Detail For Let -In Verticals If web has a scab brace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace is 90% of member length. No 'L' or 'T' brace required In lieu of scab brace Gable vertical length greater than 48' 'L' or 'T' brace required 'T' Reinforcing Member Gable Truss Gable vertical length greater than 48' 'L' nr 'T' brace required Gable Truss Plate Sizes Refer to appropriate Alpine gable detall for minimum plate sizes for vertical studs. (E)Refer to Engineered truss design for peak, splice, web, and heel plates, ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Examplen 2X4 2X4 2X8 Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Naltsn 10d Common (0.148'x W min) Nails at 4' o.c. plus (4) nails In the top and bottom chords. Toenalled Nallsn 10d Common (0.148'x3',min) Toenails at 4' o.c. plus (4) toenails In the top and bottom chords. This detall to be used with the appropriate Alpine gable detail for ASCE wind load ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A1403OD51014 ASCE 7-10 Gable Detail Drawings A11515ENCI01014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC301014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A2003CEND101014, A20030PEDIOID14 See appropriate Alpine gable detall for maximum unrelnforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Or - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detall). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace Examplen ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30 x 8' 7' = 11' 2' 'T' Relnf: 'T' Mbr. Size Increase 2x4 30 2x6 20 "VARN>M3a READ AND FLLLW ALL NOTES IN THIS DRAVM REF LET —IN VERT " asDFMFANrss FIW= THIS m�Avme TO at comfiv mRs mmunmG UK INSTALLETtS. Trusses bracing. Refer ,,,:,va,ne,,,,l ART°4 GY 4• DATE 10/O1/14 regV-e extrel+e care h fabricating, hondlhg, shipping, Yistatllrp and to and follow the latest edition of SCSI UkAding component Safety lnfornation. 0y Tv1 and secAl far snfoty .�') .>•^"'•°'• 4�S' �?aRN B�"q a`';, procLces prior to perfomhg these functlons. Installers shall pro vtle tenpororyy bra=dr,a Per DCSL Unless rated otherwise, top chord shall have properly attached structural sheaMing anti botto, chord h�'': :• No G+Ttni a z* * = DRWG GBLLETIN1014 sholl have a properly attached rIpltl cpRhp, Locntlons shown for pernanwnt lateral restraint of we have MO. Apply t0 face +�ji:, Il� lUl�\v" shag J or plates enClt Madrg ionInstalledss per above is opekobte. of truss and as shorn above and on the Joint Deta0.s, nenless noted otlmrate. sand on the STATE4f mod? ����1� position Refer to drawhps 16OA-Z for standard plate positions. �' •S1Li�j�gl,'ta" AN ll'W COMPANY Alpine, a division of ITV Bullding Co+ponents Groogp Lae. shall not be respo_U for any deNatbn from this .rowing any failure to build the truss In conformance with AAWI !, or for handl4,g, slipping, " "�""•, MAX. T❑T, LD. 60 PSF Installation & bracing of trusses. A seal an this drawing or cover Listing this drawing, I nJcates acceptance of professional enpllze resoauaW%solely for +e degg shown The swtebluty and use of this drawYp wo,uaeessa namsn�ssrs ---- DUR. FAC. ANY 13WLakerrx1DM Par any structure bt respo sIk0ty of Dnidng Designer per A WIM I Sect. - %u yN MAX, SPACING 24.0° EadQV.MOW45 For Wore tnforlmtbn sae tins Job's general notes pogo and these web sites, E�RN w= WtwLaml TPD nw. SDCN mw stry,argl ICO nelcesafa.orp • 2; 'R' X Hip Frame, 'R' Hip frame stops at plumb cut of jacks to maintain pitch continuity, )I Hip frame lumber is SPF, So. Pine, HF, or DFL Standard, Stud grade, or better, Hip Frame Details See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required, Hip frame chords may be trimmed up to 2' to fit, purlins must be intact and properly attached, Hip Frame n ii-N-* �#1 Hip Pitched and Sheathed Chord Area Hip Frame-w B Bottom Chord o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0,131'x3.5' nails Bottom chord of hip frame to be attached to #1 hip with 0,131'x3,5' nails @ 6' o,c, maximum spacing, �— Setback ---� �— Stepped Hip System Trusses Use this detail ASCE 7-10, 180 fors mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss manufacturer, ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated, Fiat top ASCE 7-02, 140 mph, TC 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of Structural stepped hip system must be So. Pine lumber, anels must be properly attached directly Residential, Wind DL=4,2 psf, Kzt=1,00 To hi�ta'i , ihw llns, -Vn AND fnLLnV ALL NaTEs ON THIS WAVDQ r DOWANTm auRTTM nUS DRAVM To ALL CONTRACTORS DIMMM THE BVSTALLERS. REF HIP FRAME DATE 10/01/14 Trusses require a trans care h fabrkntinp, hondUnG• sHIPPinG, hstnlUnp and brachp. Refer to and fauo. the latest emtlon of BCST (Bu.M1mng CanpoIII Safety Tnforwtbn, by TP[ and SBCIO for safety �1 prnctbea prior to perfarnlno these functions. T�tnuera rich pro ide t—parnry braalnp per BCST. unless _ Na _ noted otherwise, top hard ShaU have property attached strwtural Chen p nn bnttam Chord for !sterol _ * = DRWG HIPFRI801014 a �R F9 shot! Mve o properly nttnchetl rlIppid ceAhp. Locations phorn pernanent restraht of robs, shot! Mve brnWp Instnlletl per BCSI sectbns BB, B7 or BID, ns opWbable. Apply plotet toeach F.C. of truss and ppoosltbn ns shorn above and on the .blot Detalls, unless noted otherrise, Refer to tlrnrhos 160A-Z for standard plate positions. OF L AN Tl 1MdDMPANY Alphe, mvlslon of [TV Bu0dtnp Components Group Inc shot( not be respansahle for ony devlatlon from tNs drnrhp any fneure to buad the truss in .—F.--. rith ANSInK I, or for hantlUnp, smpphp,10 hatnllation L bracin of trusses. A seal on tW2 drar4p or cover Pape UsthG this drarthR, hdcates acceptance of prefessWnat dea drab. responsAlUty solely far the d aW— The -dyad q - 3'a e...... for nn s la the respmusWitY of the BW r' perAnnPI I Sect. Y for Information this these CUy nore see job's General notes page and reb sites,�Xfdfa�a"`Y,l ALPINE, malpholtr.can) TPA rrrtphstorGi SBCAi rrr.Gulndustryorp, 1CQ nrlccmfearp t�`\\\�1 Valley Detail - ASCE 7-10j 160 mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, )K)KAttach each valley to every supporting truss with, (2) 16d box (0.135' x 3.5') nails toe -palled for ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=S psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=S 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 I+-- 8-0-0 max -wI 4X4 12 12 Max, I- 1X3 1X3 1X3 5X4/SPL Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, same species and grade or better, attached with 10d box (0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint. applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1O14. 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 seated design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's seated 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', Valley I Spacing Pitched Cut Bottom Chord Valley Toe -nailed / •a 2X4 Q aG�r � SQ 2X4 4X4 Square Cut Stubbed Valley Optional Hip Bottom Chord End Detail Joint Detail 20-0-0 (++) - i at 24. o.c. I Plan Supporting trusses at 24' o.c, maximum spacing. apLtU:utrtU,y/j I'll,= 0 d (T �� �� MI jTWODMPANY 13389 Laketmnl Drive Earth City, MO 63045 nVARNINCdn REAR NO Fa.LOV ALL NaTE,c ON TM BRAVM -IWORTANTn FMISH THIS BRAVING M ALL CONTRACTOts RCLUBING TIE INSTALLERS idlor the latses<edlurore of BCSiB(Bulfabricating.to and`Qy dh0 C ponenttSnFCty inFornotlm byaTPtband^HCAiefur safely p T.tkes prior to perf.-ft these funetlons. Entailers shalt provide temporary bradf1g per BCSL UM was noted othe wise, top chord shall have properly attached Itructwd sheathing an^� bolt*^ [Hard shalt have properly attached rigid cei ng Locations shown for pI--.t lateral restraint of webs ,<.nll hove bracing Installed per BCSI ¢.stops B3, 87 or 830, as applicable. Apply pinta¢ to each Fats of true¢ and r ltbn as show ab.- and on the Joint Details, Wiese notes otheMw. RIF— to drawings 16OA-2 far st*n lord plate so"- . Alpine, o d.Wen, of ITV Bulldbig Components Grouupp Inc shall not be responsB,l. far any derlattan Pram this dl-ing, any fall... to build the truss in canForrmnce with ANSI/TPI 1, or for harwnlr�g, shipping, Installation L b-d g of truss,¢. A seal on this din ing — cover page fisting this drawing• buk tes acceptance of profesional w rospansmuty solely far' the design sho en. The sultaWlty w,d use of lids drawbng far °'g' ttrvacMe k the rospar�0.lty of the lha- ee %; per AtSI/TPI 1 sec2 For more Informaton see this ,job's general notes page and these web sites ALPINE, wew.alobneltwcani TPL www.tolnstorai SBCM wws.sbctndustry.orgi ICO VIIAcceafe,org �`L WA9 :''% f'C � , CJ^` — : - j y, lF TA' of j �� l:)�'• * (i � „yw 'ice ; �T w TC LL 30 DL 20 BC DL 10 P BV-i LL 0 T13T, LD, 60 30 15 10 0 4OPSF 7PSF 10 PSF 0 PSF 57PSF REF VALLEY DETAIL DATE 10/01/2O14 DRWG VAL16O1O1O14 55 UR.FAC,1.2511.33 1.15 1,15 SPACING 24,0' MIR e Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Btdg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0, Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other sultable 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. xr Refer to Enalneer's sealed truss desion drawino for oioovback and base truss soecifications. Detail A I Purlin Spacing = 24' c,c, or less i 12 Up to 12 4 2 / 2' .4' A 1urlln Spncing = 24' o.c. max =--Top Chord Scab <Typical Each End) Flat top chord purlins requlred at both ends and at 24' max o.c. spacing In between, Detail B m Purlin Spacing > 24' o,c, Piggyback cap truss slant nalled to all top chord purlin bracing with (2) 16d box nails (0.135'x3,5') and secure top chord with 2x4 #3 grade scab <1 side only at each end) attached with 2 rows of 10d box nails <0.128'x3') at 4' o.c. 12 Attach purlin bracing to the flat top chord using a minimum of (2) 16d box naps (0,135'x3.5'). Up to 12 V I I I I \\ Purlin Spacing) (/ 24' o.c, max FuLL Top Chord Scab (Typical Each End) Chord Flat top chord purlins required at Depth both ends, purlin spacing > 24' o.c, Note- If purlins or sheathing are not specified on the flat top of the base truss, purlins must be Installed at 24' o.c, max. and use Detail A. ltxp11fi1111%j oVM1[a@!(Ae READ AND FMIMV ALL NDTES UN THIS DRAVM ���\ \v re11OWTANTw. FMGSH THIS =RAVING TD ALL C[PITRACTDRS V=LWING THE INSTALLER& '1 Trusses require extreme care In FnbrlcnthtR, hondUng, shipping, InstotUng end braclnpp Refer to and Q` ^C folios the latest edition of HCSI fBuOding Cenponent Safety infarnatlon, by TPI or,d SBCA) for safety ��V G7�S /f praetkes prlor to performing these functlons. Installers shaft provide temporary brad% per BCS1. th-1 es rated other Lse, top chord h.0 have property ttochrd structural smeathtrg and bottom chord N shall hove a properly attached NDb cdUng. Locatlons sham Par permanent lateral restraint of .ebs . dFI �� sWI have brochg installed per BCSI sectlons H3, B7 or H10, as applicable. Apply Water to coon Fac. 111 II= of truss a d posMw as sh— above and on the Joint Details, untesc mated othrrdse. Re or to drawings I60A-Z for standard ptate posltbns. Alpha a tlivlsbn of ITV Baitdl�t Components Wo Inc. chill not be respons+bt¢ for any devktlon Few `+'� t AN RWODMPANY this dmn.hp, anY FnBure to build the truss In con orna-xe Mth PNSVTP! 1, or iw Mrx[Ur-g, shlPWng, � �� ©i-` Inst-11aI n 6 bracing of trusses. A sent on tins drarMg or cover pope llsHnO this drawing, h�cates acceptance of professional s englneerhg re sdelY for the design shotm. The sultoblUty eM use of tins droehg sg toi' V 13389 Lakehonl Omive far amy struci,re Is resparw�slty of tM Bustling 8esigrmr per AiNS[/iPt 1 See.2 gAyr t`� /� A, ,lp� Y4. `r Eatlh City, MO 63045 ALPINE,tot6"tw.cw-oTPI eww.,tointhis ikoragi oreral SBCN wwslactndustryorm Irnot*% page ad D "akc Pozen nlrrod."Ql1td1 ra 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 (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. Attach purlin bracing to the flat top chord using (2) 16d box nails (0.135'x3.5'). The top chord 03 grade 2x4 scab may be replaced with either of the foltowing- (1) 3X8 Trulox plate attached with (8) 0,120'x1.375' nails, (4) Into cap TC & (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'x1,375' nails. Note, Nailing 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' malls Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset 8'xB'x7/16' <min) APA rated sheathing gussets (each face). Attach @ 8' o.c. with ('3 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 N2, full chord depth scabs (each face). Attach @ 8' o.c. with (6) 10d box nails <0.128'x3') Per scab, (3) In cap bottom chord and (3) In base truss top chord, Scabs may be staggered 4' o.c. front to back faces. 28PB Wave Plaavback Plate One 28PB wave pl gyback plate to each face @ 8' o.c. Attach teeth to pig%Yback at time of fnbrlcatlon. Attach to supporting truss with (4) 0.120'x1,375' nails per face per ply. Piggyback plates may be staggered 4' o.c. front to back faces. SPACING 24.0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 CLR Reinf orcing This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired, Notest 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 i row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6C31E) 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, 00 Center scab on wide face of web, Apply (1) scab to each face of web, Member Substitution T-Reinforcement OY T-Reinf. L-Reinf orcementt or L-Reinf. Apply to either side of web narrow face. Attach with lOd (0.128'x3,0',m1n) nails at 6' o.c. Reinforcing member is a minimum 807 of web member length. T-Reinf. L-Reinf, Scab Reinforcements Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'x3A',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab Reinf. .-IMPORTANT" WAD NOTESM n CONP nCE INSTALLxs, Iq TC LL PSF REF CLR Subst, DRA T�o°ALL. TTIrCLwDeNG Trusces = o.".s care In fabricating, handit.0, shipping. InstalLng and b—c,". Refer to and ��•WINM�'�„ ,`'`•,,� A\ �,j TC DL PSF DATE 10/01/14 fatloe the latest etlltim of BCSI �B 1, Component Safety Infornatim, by 11 and III for safety pp�raacctkec prior to performing these functions. Installers shot provde temporary bradng per BCSL 1�' CdI � `� ��CC S1� �w �i DRWG BRCLBSUB1014 Unless rated otherwise, top chord shall Mve properly attached structural sheathing and bottom chord sMil Mve n propery etl N 41 ceiling. Locations far Wteral restraint oP webs IBC DL PSF v II�tIUIrJ�I pernnnent chats hove brndng Installed per H<Qsi coctlonr H3, Hi or B10, ns applknble. Apply plates to each face .tied .I. of truss and ppoosition ac sMrn above and on the Joint Betaks, unless noted other.ise. `~ �C LL PSF Ill AN MCOMPAW Refer to droWlgs I60A-Z far standard plate positions. Alpine, o division of ITV BWlding Canpmants Group Inc. shall not be responsible for anyy deviation fror, this dr..Ing, a f.A.;e to bind the truss in conformance .Ith ANSLTPf 1, or for h dung, sh1pp", Z ©� _ LD. PSF Installation 6 hradng f trusses. A seal on tfik drawing or cover page ti t4p this drawing. Indicates acceptance of professional e ��pt respaf %sdelY far the design shorn The sultaMty and use of rids drawing for any sirt,ctun Is the re"+pms>bHlty of the Budo9ng Designer per ANSI/TPI I Sect _ T,, ' Gr l'i'- Y' (iQ��. .4s E! C7 1 n y j"RG DUR, FAC. 13389 Lakefront Drive Farah City. M0630A6 Far more ALPINE,smatpIneits.con information TPI �rre.tPe thisInst.orgl SBCk www,ssbcs general notes lmductrY4rQj ICM wwwte and thew web �nfearg f� ��Yy�^��,,r f�'4 drxr AS9� �`` 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 sppecies as damaged member. Apply one scab per face. Minlmuro side member length(s) _ (2)(L) + (B) Scab member length (S) must be within the broken panel. Nall into 2x4 members usng two (2) rows at 4' o,c„ rows staggered. Nall Into 2x6 members using three (3) rows at 4' o,c„ rows staggered, Nail using 10d box or gun nails (0.128'x3', min) Into each side member, The maximum permitted lumber grade for use with this , detail is Limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in loads, s L L Typlcal ~ + O + O + O + - O - O + O + + O + Stagger + = Back Face 10d Box (0.128' x 3', min) Nailsi o = Front Face 2x4 Member - Double Row Staggere 2x6 Member - Triple Row Staggere 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 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 0 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 4 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# s Minima B L Distance Nist L Distance B L L B L Nail Spacing Detail nP, rl a VARNTW- READ AND fD1L3V ALL NOTES W THIS DRAWM �'V � 4 CEN ,$ ■■nMPORTANTv nlRMSN THIS DRAvuD TO ALL CD)ITR/cmRs BfCLlIDD1G THE UISTALLERS 1 �\ 4r, REF MEMBER REPAIR s Trusses requvr xtreme cart ei fabric.", hand0ng, stdppft, instal0ng and bracing. Refer to and follor the latest edtlon of 11 111,, 1,-1 safety 11—tlon, by 11 -1 SBCA) for safety �� � N 1 �% DATE 10/01/14 prncticvs prior to perfornIng these functions. Installers shall provide temporary bracing per BCSL NO. less noted otherYlse, top chord shell have properly attached structural sheathing an bottom d,ar DRWG REPCHRD1014 y shall Ymve a properly attached rigid ceaing, Locations shorn for permanent lateral restrant of ebs 6 shall have bra[Ing nstnlled per BCSi sections 33, B7 or BIO, as opplkable. Apply plates to each face Q l l IL.�JJ� Re truss and pposition as shorn above and on the Joint Details, uMess noted otherrise, n� q ��— Refer to drarings 160A-Z for standard plate positions, b/ AN ITW COMPANY Alpne, a dv(slon of RV Bu ld ng Canponmts Grao�q, Inc shall mat be respansibie for ony deviation fron �1s this dvrhg any faAure to bu0d the truss n conforrarxe YNh ANSVTPI !, or Far handling, shtpp4+g, i "7 !.- nstnilntbn i, bracing of twsses. �i� �% < O!op A sent an this drnYng or cover page UstYg this drnYfng, b,dcates acceptance-oP profrssbnnl I 'f 6V mgneerbg rospantlb0.lty solely for the delip� shorn, The sWtnbllty and vse of !}Vs drnrbg � r for 138LaWro6tD6e orAsLtrPWucEtMure YLs PtInheeisresma;nsmPYltr..otfpmthe oBug0.ytlnep nDaslgner �p�ear ,eANSyV.nTrePI i1 See2:e�fe.arg SPACING 24,0' MAXErte0NA STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' OC MAX. LENGTH TO TRIM FILLER EXISTING FILLER - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD <900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - LOCATE VERTICALS AT 4'-0' ❑,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 REQUIRE➢ 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' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER PER THE LATEST VERSION OF ANSI/TPI. THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING AND 10PSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS nlnTP'n ON THIS SHEET T USE THIS DETAIL FORT ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. DS IN EXCESS OF 1OPSF CONNECTED TO THE FALSE FRAME, I LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, DER GRADES LESS THAN SPECIFIED ON THIS DETAIL. TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O')• iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE: FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION, SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN• PLATES AT EACH END OF EACH VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE)• FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. - 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 OSB) 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 INTO 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). a.H®OR MT—ffURNA R�n°NO RAVM M ALL cammums ili UE MTALLERS. Trusses require extreme care In fabr"thg, handling, shipping, Instnl8no and bracing. Refer to and `��•``R\v�G�'- rgl�• f�,J •,.,vd ��j�f� ",, REF BC FILLER DATE 10/Ol/14 foilo• the latest edttWn of BCS[ (Bulldilp Component Safety Infornatbn, y 7P[ ono SBCA) for safety practices prior to perPornhp these functions. totters shall provide temporary bracng per BCSL��� Y V v d �fd^'1�f� (1� esc notad atherrise, top chord shall have properly attached stru[turn{ Shen ng and bottom d+or shall have a properly attoched rlgkl celUng. Locntbnz shorn Par pernanent lateral rostrWnt of robs 87 or 8W, as nppUss no Apply plates to each face of truss amtl ppodtbn nc shorn nhovo and an 3, JoEnt Hetatc, unless rotatl my plate per HCSS sections the shall have brndnp iont.lLas Nin,, _ m DRWG REPBCFIL1014 IILYteu�l IIUI^\\Vvl ll Refer to droehgs 160A-Z for stondnrd plate posltbre. /� AN tiW WMPANY Alpine, dvLslon of RV 8u0.ding Components Group Inc, shnU not be r¢spanstble far any tlevietlon fr tWs drat ng any Fa6uro to bWld the truss h confornnnce rlth ANSI/TPI 1, or For panda g sWPP ^B• Instnllntlon 6 bracing of trusses. .� 8J• l A iE OF -0 dQ r ¢y A seal on this dra•4q or cover page UstMg thLs dro•Mg, hdkates occeptnnce of proFetslolwl engheerY�g rrtpansbWty solely fa` the design shorn The sUtob8lty nni use of th:s dta•Mg www �jti ,� I.j R �f 13389 LakeGonl Orive for any struc4re Is tlm responsWtty of the BWlarq BoslgnLr per ANS[/iPi l See2. ,Ri wiww L��1 ('.'�ti, ��` Earth City.Lak MO63045 For more InFormatlan see this Job's general notes pogo and these web sites ALPSNr, rar.nlminaltr.eam TPL ••r.tahtt.oeal SHCN r••.ShChtluttrYAY'pl ICO w•JCCSnf..ra .toF4 �s yst � t��e •' a M 1V SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft mean hgt, located anywhere in roof, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1100, 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 loci box (0,128ex3,0°, min) nails at 8° o,c, plus clusters of four nails where shown in figure below <), NOTE: #2 is the minimum lumber grade allowed for all species. NOTE: Add 210# uplift .(max.) to reported truss uplift for wall connections, 12 L 24° MAXIMUM WAD MW ..»pmlrANro�t xwI Teas gRnvnlGFtMunev �I�IRAci s INTi4SrL tVO�°+E 1NsrALLFRs ��•��••�rl " Cps � �, TOTAL TOP CHORD NOT T❑ - REF 2X4 SCAB OR DATE 10/01/14 - trusses require rxtrme care In 11,11_, handling, 9hippb,o. Instalgng and brrochg. Refer to and follow the latest etlttion of ", �Du"Component Safety InforMtian, by TPt and SBCA) for safety `:�tye `G6iVsC ` \, `� ��%EXCEED LOAD 40 PSF DRWG OHSCB2X41014 practices prior to perfornhg these functions, Installers shad provide tenporary br�Cno per SCSL uraest ^ot¢a atherrirw, tap chow thou have properly ttnched structurm rn¢athh0 and bottom chow _ No CDEAD PLUS LIVE) shall have a properly ottached Nghi ceaing. Locations ¢horn for permanent taterol restraint of webs have bracing installed or as applicable. Apply plates—I.e. to each face '"`,,,JJJ--� d ��� shall DMO,etails, per above radians the of Sruts and ppositWn of shorn obov¢ and on the Joint Detaas, orders noted otherwise. J Refer to drawings 160A-2 for standord plate positions. 1\ Alpha, o dvlslon of ITV Ruldnii Components Grote Inc shad not be responsRte for any deviation from A-�� �F � S @.' �..Q AN RWCOMPANY this drnW,p ony faU,me to bWld the trvss In confornonce vitfi ANSVtPI t, ar for handUtg, sFdppine, L �4 hstnllaUon brachg of truster. A seat on this drawhg or cover page ilstho this drarhy Ir�cutes aeceptanCe of professlonat fa am retpar,s6ttty rotelyre i a bAdna w AI � dra.ho Y // �'����.® DUR, FAC, 115/L25 SPACING 24' Ofive 13"1EaMOCity. 113300 For mol InfornaUon see this Job's enerol notes page and these web sites, ALPINE, wrr.atpinaltv.m.1 TPi, rw.tphttorgl SECA, -= lndustry.orgl ICC- rrrlccsafeorg 4y f t\\\4 1��1 �/,gl1aWt/p� 6F, E96 �" "" \