Loading...
HomeMy WebLinkAboutTRUSSIT 0�,i.�3 �RA�,NEY COMPONENTS apry 19900 Independence Blvd. Groveland, FI 34736 Om 70n817tS, "C one: (352)429-9429 * (352)429-0304 ' Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS00064 Printed: Wed, May 30 2018 ov rnrormarion: Address: EOR Name and License Number., Cu fomerName: Creekside Lot 64 13111 Horton 8632 Cobblestone Dr De �cripflon; city, State, Zfp: 4 BB 1828-Cali "D" Fort Pierce, FL it�..�:.�.,. i..�r.....«..a:..... Ro TC If Loads: Live: TC Dead: 8C Live., BC Dead: Floor Loads: TC L(ve: TC Dead: 8C Live., BC Deed: 20 7 0 10 0 0 0 0 Bic 4. Code: W/nd Sid: Wind Speed: Bldg. Useage: Building Type; Wfnd Type: F 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pa1�# bs or sheets covered by this seal from: 1 thru 21 Total 21 DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO 1 All 2 AIIA 3 A2 4 Ale 5 A3 6 Al GE 7 A4 8 A5 9 A6 10 A7 11 A8G 12 D1 13 DiGE 14 01 15 C1GE 16 M3 17 EJ7 18 BJ5 19 13.13 20 BJ1 21 CJ7 Digitally signed by Manuel Martinez n . lstACE58usiness ative,ou=M AND Eanuent .� ; " • 0 9 ASSOCIATES 19200300 100.1 luel Martinez, A01098000 aFE IN Oi0146'S'F8FE960000211F rt l erdobe Acroliat DC ers2n04'00' , 2015.006.30418 STATIF r �. 015A38 FF 5S 811<I0 8I3 7F 00 59 85 F8 .. x;leitcriirzai ers�k "a ed.wwiwaladbyiaia4durartkar' �i"rC, S�.&iBY�?.� c4rt$,zxssF.gwnaPa a8 ss:4� 8 ?vb ai..tlierFt9tatte�cz�e. t,d cep' i}'L dCCf.x&, "atzw not cwri3&rvi ` Lffddaod siIDlad.. Md f1iQe'w ' Yaz�RharifSw79 s4CAibt•M"-t 3^.S'#1bd AP .MTdRdfw'� 6Ly191,. Page 1 of 1 r. Job Number: 36CS00064 Ply: 1 SEQN: 668615 / T10 / COMN 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" City: 16 FROM: AH DRW: Truss Label: Al Wgt 224.0 Ibs / ... 05/30/2018 6'47 T70" 14'4'7 19'10" 2 ""9 31'9"7 33'3° - 39'8" 6'4"9 1'6° 6'5"15 5'5"9 5'5°9 6'5"14 1'6" K' I112X4 =4X6 =3X4 =3X8 =3X4 =4X6 M X4 SEAT PLATE REQ. ht+ 6'25'9"3 6'2"13 12' 39'8" +2'0"1� 5'9"t + 69°1 2'0"1$ 14'D"1 19'10" 257"1 27'8" SEAT PLATE REQ. 5'9"4 } 6'2"12 _1t� 33'5"4 39'B" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL 1 TCDL: 7.00 Speed: 160 mph Pg NA Ce: NA VERT(LL): 0.187 O 999 240 B 1654 1709 1961 / - / 445 / �U BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.479 O 999 180 J 1654 / 709 / 961 / - / - / f�0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.078 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.140 L - - B Min Big Width Req = 2.0 Mean Height: 15.00 ft NCBCLL: 10.00 Code / Misc Criteria CreepFactor: 2.0 J Min Brg Width Req = 2.0 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.667 Bearings B & J are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.600 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.593 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Chords Tens.Comp. Chords Ply (Ibs) Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 A - B 27 0 F - G 1114 -1906 Lumber B - C 1492 -3056 G - H 1255 -2428 C - D 1227 -2466 H - I 1228 -2467 Top chord 2x4 SP #1 D - E 1254 -2427 I - J 1493 - 3057 Bot chord 2x4 SP 91 E-F 1114 -1906 J-K 27 0 Webs 2x4SP#3 Bracing Maximum Bot Chord Forces Per Ply Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens; Comp. member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB or better,0*0 B - R 2673 -1193 O - N 2105 -826 grade attached with 8d Box or Gun (0.113"x2.5",mm.)nails R - Q 2670 -1193 N - M Q - P 2670 -1193 M - L 2671 -1195 2671 -1195 6" oc. 10tis44,a4 e P - O 2104 - 801 L - J 2674 -1195 Loading �r Truss passed check for 20 psf additional bottomNo Maximum Web Forces Per Ply (Ibs) chord live load in areas with 42"-hi h x 24"-wide g aa,� � �• Webs Tens.Comp. Webs Tens: Comp. clearance. :. ice_ - e R - C 276 - 5 O - G 494 - 777 Wind C - P 418 - 596 G - N 464 -164 Member design based on both MWFRS and C&C. �, : STATE P - E 464 -164 N - I E O 494 I - L 4;19 -597 276 -6 zg s:: a - -776 F - O 1385 - 751 SERXA 40015AS8 Ff 5581B3857F4800 992E E5 FB &1ititarulvxs�remele�t .'ead:'z¢alvdfay Mari.v.. __ 1'£ � t... ikc.�4zaHz(:cer t?im �twara�aEcr,K.e�ng a ss:�iS�i aaailfec�e_ N'btVd crpi*safdt d�tem Aot ammlc" and 4=4d lad wo 04 P.":wz ac4hmunt' cmier"x..l2<c*Wftd ca wydeawnk Ll*kl. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS v9ire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, bV TPI and'SBCA) toi safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted dthenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly pid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, le_ ADoty plates to each face of truss and Dosition as shown above and on the Joinf Details, unless noted otherwise. Defer to a division of iri 1,orrorn acceptance any structure failure to build the g or cover page. . in. The suitabddy Ir SBCA: Job NL tuber: 36CS00064 Ply: 1 SEQN: 668616 / T13 / COMN 4EBB "D" /DR Horton /4EBB 1828-Cali "D" City: 1 FROM: AH DRW: Truss I828-Cali bel: Al Wgt:260.4lbs .. / ... 05/3012018 T 'f '{'1'G"� 6545 5,90 Z'6"4 4'1"12 5'197 1'6+ F-6X12 G 1112X4 03X4E 12 H ka4X4 6 (a) (a) '43X6 03X44 3X6 Q (a) 1 b C �%3X4 (a) �Ho71 T Pa1oX10 N (a) rV m4X6(A2)B Ka4X6(A2) l A L U T S R Q O M U12X4 =4X6 m3X4 =6X8 m2X4 102X4 =4X10 SEAT PLATE REQ, SEAT PLATE REQ. 39W J _r14`0"15 f + r1�T 6'2"13 + 97 33'1"15 19'10" } 22'8" 26'8" 39'8" Loadh 1g 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 ioc Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.244 G 999 240 B 1561 / 708 / 960 / - / 445 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.669 G 999 180 K 1561 1708 / 959 / - /- 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.128 M - - Wind reactions based on MWFRS Des L EXP: C HORZ TL 0.240 M - B Min Br Width Re 1.8 j 37.00 ( )� g q NCBC L: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 K Min Brg Width Req = 1.8 Soffit: TCDL: 4.2 psi Bearings B & K are a rigid surface. 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.613 g 9 BCDL: 5.0sf Load P Bearings B & K require a seat plate. ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.599 Spacin : 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0A80 Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCp!: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1424 -2568 B - C 1489 -2859 H -1 1743 -3379 Lumber C - D 1225 -2257 I - J 1722 -3418 To ch p �rd 2x4 SP #1 D- E 1252 -2218 J- K 1477 -2841 Bot ch r2x4 SP #1 E - F 1112 -K - L 27 0 Webs x4 SP 93 09 514 F - G 1509-2514d Bracing (a) Co tinuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) membO. web Or 1x4 "T" reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp. Same species & SRB or better, in attach mber. grade d with Bd Box or Gun (0.113"x2.5",min.)nails B - U 2497 -1190 R - Q 20 -9 U - T 2494 -1190 P - N 2985 -1303 6" a . •' T - S 2494 -1190 O - M 36 -15 Wind ,* S-R 1920 -800 M-K 2477 -1179 Memb r design based on both MWFRS and C&C. 047182 Ak e Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. WA U- C 276 - 5 P- G 195 -122 - C-S 416 -608 P-H 601 -1075 T S E 463 H - N 807 357 - -160 - E R 494 N O 114 - - -720 - -4 F-R 42 -515 N-M 2557 -1218 F-P 2273 -1098 N-J 527 -162 R - P 1879 - 657 M - J 390 685 on P-Q 27 0 LAL 4001SA38FF5581 SOBO7F (10992€85FB Thk itairs?a'ss aekeiis� nsd'.aro9:�zafec36yN7axmrsia�3art ; :?EfCL.. lic.�4�Sa7.{atr lip 3m�.�ir�s��::rt a;»ng zS3r�1 axziken+lca�amoc. end eimsc�id�s dc�.�a^t,nntc9 zves§srri s�loft �iC`CiG:.'i�1{'tiitiEt$iH3tiY'ukSY4�i0C'.irrSt�Sd'2��i C92y"713E.. —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricatingg handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Installers Compo bracing Safety Information, by TPI an c7 SBCA) tot safety practices prior to performing these functions. envshall provide temporary rrrrej er BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach as appf riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCS1 sections B3, B7 or B10, gable. Apply lates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. {2efer to aintvnents,ar drawin s 160A-Z for standard plate positions. Alpine, truss in a division of ITW BuildinccLLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance ANSI Pi 1, for handlM installation bracing trusses.A this drawing listing with or shipping, and of seal on or cover page is drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and u For more of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. Infonnat on see this mob's general notes page and these web sites: ALPINE: www.ai ineitw.com: TPI: www. inst.o - SBCA: www.sbcindu .com; ICC: www.iccsafe.or r 0 Job Number: 4EBB 1828-Cali CD"0/DR Horton /4EBB 1828-Cali "D" I Qty: 1 6.4 Ibs I FROM: AH 617 / T9 /HIPS I DRW:/ 05/3' /l 018 I Truss Label: A2 Wgt i 6'4"9 T10° 4125'415 I 61'9T' '8"F 26T739 f' 4315'91"57 1r337 3 6'4 =5X8�5X6 F G 6X4 =3X4 m3X6 =3X4=3X8 =3X6 =3X4 ln2X4 SEAT PLATE REQ. F1'+ 6'2"13 + 5'10"3 6'2"13 12'0"15 +1'11"i 5' +1'6� 14' 19' 39'B" 5'1"12 �_1'11 2064 25'8" r2T7" SEAT PLATE REQ. 6'10"3 6'2"13 33'S"3 I 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / tiN TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.156 Q 999 240 B 1561 / 710 / 964 / - / 428 / [0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.428 Q 999 180 K 1561 / 710 / 964 / - /- / 0 BCDL: 10.00 Risk Category: It Show Duration: NA HORZ(LL): 0.068 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(fL): 0.126 M - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor: 2.0 K Min Brg Width Req = 1.8 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.444 Bearings B & K are a rigid surface.Soffit: Load Duration: 125 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.536 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.665 Loc. from endwall' not in 4.50 it 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: 17.02.02.1208.15 A - B 27 D G - H 11,45 -1814 Lumber B - C 1500 -2623 H - I 1351 -2345 C - D 1333 - 2385 I - J 1333 - 2384 Top chord 2x4 SP Al D - E 1352 -2346 J - K 1561 -2823 Bot chord 2x4 SP #1 E - F 11-1K - L 27 0 Webs 2x4 SP #3 F-G 1101 01 -1552552 11. Bracing (a) Continuous lateral restraint equally spaced on "T" Maximum Bot Chord Forces Per Chords Tens.Comp. Chords Ply Ills Teris. Comp_ member. Or 1x4 reinforcement. 80% length of web member_ Same species & SRB or better,oll grade attached with 8d Box or Gun (0.113"x2.5",min.)nails B - T 2458 -1192 P - O 2058 -950 @6"oc. . T-S S - R 2455-1192 2059 - 921 O-N N - M 2058 950 2 -1203 Wind R-Q 2059 -921 M-K 2 -1203 Q P 1547 -589 Member design based on both MWFRS and C&C. ` Maximum Web Forces Per Ply (lb s) a Webs Tens.Comp. Webs Tens. Camp- a '. !STATE T-C C S 216 -6 307 P-G P - H 541 -377 472 - 694 - S - E -438 427 -153 H - N 426 -151 E - Q 474 - 697 N - J 369 - 440 m a, W"m F-P -311 537 -297 J-M 216 -9 ': _ 1�- 40015A38FF5B81808117F4800992ES4Fi3 T"ricfeattrearaaisam�cieu�'acr�¢cd'zak z�a0�d i7 Aoarc�s�:, dEar€...lis.t3SH2fac�lfrtta.9sit+zaana4t33'ng a54Pi �' z,��seer�axaru. xecstrs..•,"4_:s .mrof c�smd *rAemd mind. Mt 0wz.:SFW1 e.U=%M dank ht v ifs:I m dad m * sa�:3aa- `"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 1Component Safety Information, byy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy €/grey bracing per BCSI.. Unless noted olherwise,top chord shall have. properly attached structural sheathing and bottom chord shall have a properly attach etl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq insTalled per BCSI sections B3, B7 or 610, d x�nts uc as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to T drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI! PI 1, or for handling shipping, installation and bracing of trvsses.A seal on this drawing or cover page. _ listing this drawing indicates acceptance of rofessfona engineering responsfbthty solely for the design shown: The sui bfhty and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. - I Job 4EBB 1p28-Ca6CD"0/DR Horton /4EBB 1828-Cali "D" I yQty:1224.0 Ibs I FROM: AH 618 / T1 / COMN I DRW; 05/30/2018 f I Truss bel: Al B i 64"8 T10°�9 14'4°7 19'1D" 25'3"9 , 319'7 33'3i8 39'8" , r• 6'4"8 +1'6" 6'5"14 + 5'5"9 5'S"9 r 6'5"14 r 1'6"r 64"8 F=5X6 ®2X4 m37MV r �3x8 �3X6 I X4 SEAT PLATE REQ. SEAT PLATE REQ. 13'4" FW 20'8" 1' 6'2°12 5'9"4 2'0°1� 5'9"1 59"1 _i_ 20°14 594 6'2"12��1� 6'2"12 + 12' +14'D'1 19'10° + 257"1 T 2-WO 33'5"4 39'B" Loading Criteria (psf) Wind Criteria TCLL:L7.00 Wind Std: ASCE 7-10 TCDL: Speed: 160 mph BCLL: Enclosure: Closed BCDL: Risk Category: II EXP: C D Des Ld Des L 37.00 i_: Mean Height: 15.00 ft 10.00 TCDL: 4.2 psf Soffit I 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacin : 24.0 " C&C Dist a: 3.97 ft Loc, from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Top ch 'rd 2x4 SP #1 Bot chord 2x4 SP #1 Webs N4 SP 93 Bracin' (a) Cor finuous lateral restraint equally spaced on memb r. Or 1x47" reinforcement. 80% length of web mi mber. Same species & SRB grade or better, attachii with 8d Box or Gun (0.113"x2.5",min.)nails @6"o;. Platin (Notes All plats are 3X4 except as noted. Wind design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defi1CSl Criteria ♦ Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): 0.044 L 999 240 B 438 / 164 / 272 / - 1445 / 8.0 Lu: NA Cs: NA VERT(TL): 0.135 L 999 180 S' 336 1154 1192 / - / - / 68.0 Snow Duration: NA HORZ(LL): 0.014 F - - J 872 / 384 / 645 / - / - / 8.0 HORZ(TL): 0.027 F - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.548 S Min Brg Width Req = - TPI Sid: 2014 Max BC CSI: 0.480 J Min Brg Width Req = 1.5 Bearings B, S, & J are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.538 Bearings B & J require a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate 7ype(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp. A- B 27 0 F- G 297 - 205 B - C 170 -463 G - H 450 -706 C - D 407 -156 H - 1 423 - 745 D - E 567 -150 1- J 708 -1385 E- F 289 -165 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-R 515 -399 O-N 565 -98 -"� R-Q 510 -399 N-M 1182 -489 Q-P 510 -399 M-L 1182 -489 P - O 788 -761 L - J 1186 -489 1K 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. ,. � R-C 310 -16 O-G 510 -751 i % STATS OF C - P 465 -700 G - N 492 -182 re. P - E 674 -1218 N - I 441 -654 1 E - O 720 -297 I - L 290 , -4 F-O 56 -182 40 01SA38 FF 5B 81 BO BBW48 00 99 2E&5 FB rlah lt¢m9ras Szsenalatt - x3 nnd'.mdualadby branm�l FAartinas, PE(M. Ub _04T-921 on oe 611* awww ab-aw trans a S)4.%a ar^thcaCtattcasettwlm eftbted xs Cnf&A dsxcraa Aa notcrrsxdonad i%nedaaadsealed and the VA,1 aulhant=Simw d¢m-t baasd4kci m 2w d"Imnk fiat.. **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 [ Safety Information, bV TPI anr7 SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly iid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or m, e._ AppTy plates to each face. of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to of ITW BuildinccLLComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the nce with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ in indicates acceptance of professlonaT engineering responsibility solely for the design shown. The suitability yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. rrney. I omtmnentx ,"w r P Job Number: 36CS00064 Ply: 1 SEQN: 668619 / T8 / HIPS 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM. AH DRW: Truss Label: A3 Wgt: 252.0 Ibs / ... 05/30/2018 "_ iT7'10",9 72'4"8 F 1T 2T3"8 + 31'9"7 1447 398" 6'4.9 1'6" 4'S"15 4T8 5'8• 47 8 4'5'15 1'6" 6'4"9 a6X6 6X6F G 12 ox4E H ®3X4 6 �3X6 b g3X6 D I m 03X4C J®3X4 m4X6(A2) B 2Kae4k 32 A L u T S R Q P O N M 12X4 =3X4 m3X6 ,3X4 =3X4 _3X4 _3X6 =3X4 QM2X4 SEAT PLATE REQ. SEAT PLATE REQ. C 39 8• 62"13 5'10"3 1111" 2'10" 2'10" 3' 5'10.3 6'2"13 1. 62"13 12'1" 14' 3 t9'10" 22'8" 25'8" 1 11 33'S"3 39'8• I- 17' -{ h Z,.,�i Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / B 1561 1712 1965 / - / 387 / TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.153 R 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL}: 0.419 R 999 180 K 1561 / 712 / 965 / - /- / BCDL: 10.00 Risk Category: li Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.125 M - - B Min Big Width Req = 1.8 Code / Misc Criteria NCBCMean : 1 00 Height: 15.00 it CreepFactor. 2.0 K Min Brg Width Req = 1.8 Soffit 2.00 Soffit - TCDL: 4.2 psf BCDL: 5.0 sf p Bldg Code: FBC 2017 RES Max TC CSI: 0.380 Bearings B & K are a rigid surface. g 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.453 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.690 Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (I GCpi: 0.18 Plate Types}: Chords Chords Tens.Comp. Chords Ten: VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 12t Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. 40 015A38 T-F 5B 81 BO BB 7F4& 00 99 2F-85 FB 1r kltcMitxa etraekt9a jz rtcd anttaaYadby l3wa dMartine, B - C 1550 -2829 H -1 T C - D 1378 -2374 I - J 1: D - E 1397 -2335 J - K 11 E-F 1268 -1952 K-L F - G ' 1192 -1700 Maximum Bot Chord Forces Per Ply Chords Tens.Comp. Chords Te B- U 2465 -1238 Q- P 1 U- T 2462 -1239 P- O 2 T- S 2043 - 970 O- N 2 S- R 2043 - 970 N- M 2 R- Q 1690 - 725 M- K 2 io m -1952 -2335 -2374 -2829 0 -751 -1000 -1000 -1267 -1267 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Teris. Comp_ U- C 228 - 6 Q- G 238 -200 C - T 323 -464 G - P 536 - 324 T-E 392 -161 P-H 412 -585 E-R 412 -586 H-N 392 -161 F - R 536 - 324 N - J 324 -464 F - Q 238 - 200 J - M 228 - 8 PE{gL. M.047,M21 tm thectata ahawmata Wnga sNA•i �tlsariticat&�fs�a. e taated ergFimsnici�x dac•."..^�.aaa>naaes3nva�ad sYgnaeiand s�aimd arad ti`.e.�"eias�en�xakcra+.asfe melt taaurs3f9d.rna�d�tmrst vayinx. , *`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary �11111 ey I bracing per BCSI.. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperlyI attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610as applicable. Apply plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise_ (2efer to /)� ltnts, c drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of ppr ) essionR engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al Inedw.com: TPI: www. inst.o ; SBCA: www.sbcindu .com; I= www.imsafe.ong I r4EB Nu her: 36CS00064 Ply: 1 SEQN: 668637 / T11 / GABL DRW: B lE28-Cali "D" /DR Horton 14EBB 1828-Cali "D" Qty: 1 FROM: AH Truss Label: A1GE Wgt: 378.0 Ibs Page 1 of 2 .. / ... 05/30/2018 a 132 f• 547 13712 1 19'10' F 25'104 T 33'3"9 ^i 547 TS5 6'0'4TSS 547 F- 2'6• --{ �- ate•-�:r14�1 SEAT PLATE REQ. SEAT PLATE REQ SEAT PLATE REQ. SEAT PLATE RED. i isa" 5 i 21' FT 82'11 511's 2 50.4 6'0.4 2 6'11'S 5r11 1� 67"11 13'2" '12 19'10' 25'10"4 6 ' 33'5 Loadino Criteria (psfl Wind Criteria TCI L.- 20.00 Wind Sid: 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 NCBCL : 10.00 TCDL: 4.2 psf Soffit: I 2.00 BCDL: 5.0 psf Load D ration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacin 24.0 " C&C Dist a: 3,97 ft Loc. from endwall: Any 1 GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 -BC2 2x6 SP #1: Webs � 4 SP #3 :W2, W3, W7 2x4 SP 91: Bracing (b) sca 'I reinforcement. 80% length of web member. Same , - species & grade or better. Attach with 10d Box or un (0.128"x3",min.)nails @ 6" oc. (a) Coglnuous lateral restraint equally spaced on memb � Or 1x4 "T" reinforcement. 80% length of web mamber. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oq. Special' Loads -(Li i mber Dur.Fac =1.251 Plate Dur.Fac.=1.25) TC: F om 56 plf at -1.00 to 56 plf at 40.67 BC: F om 4 plf at -1.00 to 4 pif at 0.00 BC: F om 20 plf at 0.00 to 20 pif at 39.67 BC: F om 4 plf at 39.67 to 4 plf at 40.67 TC: �13 lb Conc. Load at 15.17,17.17 BC: 32 Ib Conc. Load at 15.17,17.17 Platini Notes All plat s are 2X4 except as noted. Wind Wind I ads and reactions based on MWFRS. Additi Inal Notes See D GS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE N_ to b Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W VERT(LL): 0.069 U 999 240 B 434 1197 / - 1- /- / 8.0 VERT(TL): 0.207 U 999 180 BI 1509 1725 / - /- 1- / 8.0 HORZ(LL): -0.031 F - - BJ 502 / 213 1- / 0 / 0 / 8.0 HORZ(TL): 0.058 F X 862 / 417 /- /- /- / 8.0 Creep Factor. 2.0 Wind reactions based on MWFRS Max TC CSI: 0.514 B Min Big Width Req = 1.5 Max BC CSI: 0.438 BI Min Brg Width Req = 1.8 BJ Min Brg Width Req = 1.5 b CS Max WeCSI: 0.792 X Min Brg Width Req = 1.5 Mfg S Camber: 9 Specified Bearings B, BI, BJ, & X are a rigid surface. Bearings B, BI, BJ, & X require a seat plate. VIEW Ver: 17.02.02.1208.16 _F No 047102 w 40 015A38 FF 58 81BOBB 7F48 00 99 2E 85 FB TF,is itemhas c1er M" ps ned and alndby mzzml MA rkin", 'PE (1. Lis.=1192! = the 621& shown A= urzin$ aSH.44 a�thantAca3x¢a9a pmud copus01thk a *a not czsnidered%kned: and ss bd ag023se�i4.tac&1Lenr'�zstsnrsctaleeasatffiamsr3lrac s�xgrc3�troL� wins. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 27 -20 M - N 62 -74 B - C 170 -439 N - O 64 -75 C-D 421 -156 O-P 57 -108 D-E 453 -182 P-Q 60 -115 E - F 486 - 208 Q - R 74 -131 F - G 494 - 215 R - S 128 -203 G - H 528 - 240 S - T 224 - 544 H -1 551 - 269 T - U 301 - 653 1-1 128 -152 U - V 342 - 699 J - K 89 -137 V - W 372 - 736 K-L 61 -111 W-X 644 -1352 L - M 62 -107 X - Y 27 20 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AD 338 -107 AB -AA 606 -290 AD -AC 335 -109 AA- Z 1148 - 532 AC -AB 299 - 799 Z - X 1151 - 530 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AD- C 303 0 N -AB 153 -190 C-AE 295 -657 AB -AU 383 -809 AE-AF 297 -657 AU -AV 358 -769 AF-AG 314 -679 AU-AX 23 -30 AG-AH 316 -680 AV-AW 353 -760 AH-AC 302 -672 AX-BA 24 -31 AI-1 692-1108 AY -AZ 340 -744 AI -AC 708 -1133 BA -BD 24 -31 "'WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI an7'SBCA) f9Or safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly aid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins, ailed per BCSI sections B3, 67 or 610, le. ADcTv Dlates to each face of truss and Dosition as shown above and on the Join Details. unless noted otherwise. he-fer to pp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the fPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ acceptance of professtonaT engineering responsibility solely for the design shown. The suitabdlty any structure is the responsibility of the 9uilding Designer per ANSI/TPI 1 Sec.2. "ney, onrpanefrts,ru s Job Number: 36CS00064 Ply: 1 SEQN: 6686371 T11 / GABL 4EBB 1828-Cali "D" /DR Horton 14EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: A1GE Wgt: 378.0 lb s Page 2 of 2 / ... 05J30/2018 AI -AK 45 -60 BB -BC -325 -730 1-AJ 659 -306 BD -BF 23 -30 AK -AN 45 -60 BE-S 372 -782 AL -AM 727 -359 AA -BF 446 -19 AN-AQ 45 -60 AA-BG 268 -588 AO -AP 700 -337 S -BF 416 0 AQ-AT 44 -59 BG-BH .312 -655 AR -AS 689 -320 BH- W 277 -608 AS -AT 673 -312 W - Z 282 0 AT -AB 636 -266 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. E-AE 4 -3 AS-M 14 -21 F -AF 45 - 57 O -AV 7 -14 G -AG 21 -13 AW-AX 33 -44 H -AH 45 - 39 P -AY W 110 - 65 AJ-J 87 -65 AZ -BA -21 AK -AL 15 -49 Q-BB 28 -39 AM- K 28 -30 BC -BD 78 -42 AN -AO 20 -8 R-BE 141 -99 AP-L 64 -68 BG-T 172 -114 AQ-AR 43 -47 BH- U 88 -119 w No, 047M STATE QF 4001SA38 IFF 568180BI3 7F4800992ES5FB *.0 Itemtaan akdMakayApea ardsa kdbj tAarsas MArtbiea, f£VL. Lk.04zia21 on a SNA>i ackhendmumeor e. £�atanc�i�radi dacEstaxa a7oF cz=¢x"tdcsad �aaian9 scaled ats6 tF;e SEr.A;gauthant� `stt�iaa ie any[ � scrii3ad ran aa¢yydactront: dies "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI anr7'SBCA) �r safety practices prior to performing these functions. Installers shall provide temporary rrrxe!t 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 bracingg installed per BCSI sections B3, B7 or 810, om ry BAtS,.nr as applicable. Apply plates to each face of truss and position as shown above and on the Join£Details, unless noted otherwise. (tefer to f drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPl 1 Sec.2. Job Nu her: 36CS00064 Ply: 1 SEQN: 668620 / T7 / HIPS 4EBB 328-Cali "D" /DR Horton EBB 1828-Cali "D" Qty: 1 FROM: AH DRW. Truss bel: A4 Wgt:254.8lbs .. / ... 05/30/2018 r 499 -I"7 1759r a248" I73-°9 i 31'9 333 38°" �a16949F66T0414541-7 97 =3X4 =5X6 102X4 =3X4 m3X6_�3X4 e=3X8 =3X4_-3X6=3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 4. �1T 6'2"13 + 12,0"15 +1� 1 1911D" 24'8° 25' "111 33'S"3 39'83 1� H k2 Loadin' 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 Des Ld 1 37.00 EXP: C NCBC L: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Soffit: I 2.00 BCDL: 5.0 psf Load D ration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacin : 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Top ch, Yd 2x4 SP 41 Bot ch fd 2x4 SP 91 Webs 2x4 SP 93 Wind design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)110(0) Plate Type(s): WAVE E. Dell/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W VERT(LL): 0.158 G 999 240 B 1561 1714 1962 1- / 346 18.0 VERT(TL): 0.434 G 999 180 L 1561 1714 1962 /- /- 18.0 HORZ(LL): 0.067 N - - Wind reactions based on MWFRS HORZ(TL): 0.125 N - - B Min Big Width Req = 1.8 Creep Factor. 2.0 L Min Big Width Req = 1.8 Max TC CSI: 0.387 Bearings B & L are a rigid surface. Max BC CSI: 0.454 Bearings B & L require a seat plate. Max Web CSI: 0.467 Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1334 -1958 B - C 1577 - 2831 H - I 1388 - 2093 C - D 1411 - 2370 I - J 1429 - 2331 D - E 1430 - 2331 J - K 1411 - 2370 E - F 1388 -2093 K - L 1576 -2831 F- G 1334 -1958 L- M 27 0 40015A3EFF55881BDBB7F4800992E85FB WtmrJuatedbybfa MMarth", Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - V 2467 -1273 R - Q 1831 -864 V - U 2465 -1273 Q - P 2039 -1026 U - T 2039 - 996 P - O 2039 -1026 T - S 2039 - 996 O - N 2465 -1302 S - R 1831 - 835 N - L 2467 -1302 i Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ V - C 235 -6 R - H 278 -172 C - U 327 -473 Q - 1 404 -522 U - E 351 -161 H - Q 546 - 372 E - S 404 - 522 1-0 351 -161 F - S 546 -372 O - K 328 -473 F- R 278 -172 K- N 235 - 8 G - R 247 -290 PEVL. uc. i"719zl on the da2exhawn abnrm udng a SHA4 atrtllaoCxat�,cm:fn. , fttn tad doemlefthu dowmat arm mt a &.+xnd signed �M s lad anb cnw dsctrork cmjmo . *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compo en[ Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rrtret3 bracing er BCSL Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attach rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, nhr rBflCrtts re as appl"cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Zefer to I drawin s 160A-Z for standard plate positions. Alpine,, I division of ITW BuildinccL�Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page _ . listing his drawing indicates acceptance of pro-fesstona7 engineer!ng responsibility solely for the design shown. The suitbility and use of this yawing for any structure is the responsibility of the uflding Designer per ANSIfTPI 1 Sec.2. For more Infonnation see this iob's aeneral notes oaae and these web sites: ALPINE" unvsvaininaU corn, TPI, www_foimi nm• SRCA• www shdndijd v m Ir.r`• w im_cafP nm Job Number: 36CS00064 Ply: 1 SEQN: 6686211 T6 / HIPS 4EBB 1828-Cali "D"/DR Horton /4EBB 1628-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: A5 Wgt: 212.8 Ibs .. / ... 05/30/2018 6'4"9 13' 19'10" 26'8" 33'3"7 39'8" 6-4"9 6'7"7 6'10" 6'10" + 67"7 6'4"9 =5X8 =3X4 D E _FxuF 12 - 6p c 03X4C C' 3X4 D —4X6A(A2) B H 1 Z, P O N M L K J 1112X4 =3X4=3X6 =3X8 =3X6=3X4 1112X4 SEAT PLATE REQ. SEAT PLA11 39'8" Ft' 6'2"13 6'9"3 1' S'10" 5'10" 1' 69"3 6'2"13 1� 6'2"13 13, 14 19'10" 25'8" 26' " 33'5"3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.172E 999 240 B 1561 1716 / 953 / - / 305 /. BCLL: 0-00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.471 E 999 180 H 1561 / 716 / 953 / - /- / B. Risk Category:11 BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.069 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.128 J - - B Min Brg Width Req = 1.8 Mean Height: 15.00 it H Min Br Width Re = 1.8 NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 2.0 9 q TCDL: 4.Bearings B & H are a rigid surface. Soffit: 2.00 BCDL: 5.MWFRS P0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.446 9 Load Duration: 1.25 TPI Std: 2014 Max BC CSI: 0.558 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.564 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply I,l GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Ten: Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F 150 Lumber B - C 1623 -2836 F - G 142 C - D 1425 -2325 G - H lbi Top chord 2x4 SP #1 D - E 1502 -2274 H -1 12 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Maximum Bat Chord Forces Per Piy (II Wind Chords Tens.Comp. Chords Ten; Member design based on both MWFRS and C&C. B - P 2472 -1319 M - L 200 , P-O 2469 -1319 L-K 2dO 'MAO - N 2006 -978 K - J 246 N-M 2006 -978 J-H 217 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Ten. MA 011 P-C 244 -4 M-F 37 a� *� C - O 377 - 513 K - G 37 � D - O 444 -170 F - K 44 D-M 370 -243 G-J 24 _..STATE OFa, E - M 300 -381 40015A38FF5681 ED B8 7F 48 00 99 2E S5 FB t is¢af.�cnsl¢dtcmfx:�° jtnau � �ml}d b� PAa;�art klartinea I REQ. -2274 -2325 -2836 0 -1008 -1008 -1348 -1348 - 243 -513 -170 -6 n(R. ab awmi;a5NA1 arkhendeatiea colt- PiuTIcspddhdw-u u=t mot crza16=dsfpedwdwabd m.c tFa �si2—za�¢nGcati�¢exfamu�t 6c�erNa=d ra4 scg�e^_trer4� "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Componeng Safety Information, bV TPI anSBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary �wey bracing per BCSL Unless noted a herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 910, p rn t rrts,nr as applicable. Apply plates to each face of truss and position as shown above and on theJoin Details, unless noted otherwise. (tefer to f 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 handliA shipping, installation and bracing of trusses.A seal on this drawing or cover page, , listing this drawing indicates. acceptance of pro essiona engineer!ng responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIfTP11 Sec.2. t 1 Job Nu ,ber: 36CS00064 Ply: 1 SEQN: 668622 / T5 / HIPS 4EBB 1 128-Cali "D" /DR Horton 14EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss bel: A6 Wgt:212.8lbs 1 ... 0513012018 T 0 1 TCLL: TCDL: BCLL: BCDL: Des Lc Soffit: Loadl Top c! Bot ct Webs Wind V4"9 11' 16'10"2 i 19'10" 22'8"3 i _ 28'8" 33'3"7 39'8" r 6'4"9 + 4'7"7 + 5'10"2 r 2'11"141 2'10"3 T 5'11"13 + 47"7 } 64"9 z--6X6 1112X4 =3X6 m3X4 m5X8 D E F G H 11 1112X4 m3X4 =3X6 =3X8 m3X4 =3X6 mW 012X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' 6'2"13 4'9"3 3' 2'10"2 6'1"9 5 3' 4'9"3 6'2"13 1' 6'2"13 + 11' 14' 16'10"2} 22'11"11 + 258" 28S"� 33'5"3 + 39'8" Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udefl U# Loc R / U / Rw / Rh / RL / W 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.191 E 999 240 B 1561 / 718 / 940 / - / 264 / 8.0 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.525 E 999 180 J 1561 1718 1940 / - /- 18.0 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS 37.00 EXP: C HORZ L 0.132 L - - R )= B Min Br Width Re 1.8 g q — 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 1.8 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.387 Bearings B & J are a rigid surface. ation: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.493 Bearings B & J require a seat plate. 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.481 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 It FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Platelype(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1683 -2609 B - C 1644 - 2814 G - H 1675 - 2595 C - D 1522 -2444 H - 1 1522 -2444 12x4 SP #1 D - E 1683 -2609 1- J 1644 -2814 12x4 SP #1 E - F 1683 -2609 J - K 27 0 I. SP #3 Maximum Bot Chord Forces Per Ply (Ibs) design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp_ () B - S 2448 -1332 O - N 2133 -1114 S - R 2446 -1332 N - M 2133 -1114 �* I� R-Q 2133 -1084 M-L L J 2446 -1361 2448 Is Q - P P - O 2133 -1084 2613 -1371 - -1361 e We Maximum Web Forces Per Ply (Ibs) V Webs Tens.Comp. Webs Tens. Comp_ S - C 199 - 8 G - O 278 - 332 2 C - R D - R 300 - 379 369 -177 O - H H - M 645 398 366 -176 � ..� + D - P E - P 656 - 407 274 - 327 M -1 I - L 299 - 379 200 -10 P-G 111 -108 4001 5A 38 FF5B81BOBB7F48-00992F85F6 &iaTclturssissskaeen atacircn#catjzFgnad'.zas watadbyP haft,,. M4rtbwz, (;L. &C47m7l an the dasalhwm abaim tabs a stiff i �ictt;n�xzasdc arax"d cataixsafthk dcu mmt=nut cxssaadotd %knaczad MW .6*&SKA-1+ A.nrrt= de must bm mlfad rm zags mimr4 raclat: **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) t safety practices prior to performing these functions. Installers shall provide temporarryy cmeV BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly !d ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, i m trnzrtts ar e. Appty plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to i 60A-Z for standard plate positions. vision of ITW Buildinp Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the ifonnance with ANSI II PI 1, or for handlM shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability A this yawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. it Job Number: 36CS00064 Ply: 1 SEQN: 668623 / T4/ HIPS 4EBB 1628-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: A7 Wgt: 222.6 Ibs .. / ... 05/30/2018 T a =4X6 T� + 43"11+ 38 _ 39 5 13664"8 I 9'"8 1 1 48 7 63"1596 545 38" I 23648 =6X6 =3X4 =5X6 =3X4 =6X6 D E F G H T ;6(A2) T S R Q P O N M L IO2X4 =3X4 =3X6 =3X4 =3X8 -3X4 =3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39W 1 1' 6'2"12 2'9"4 3' 5'9"13 5'9"13 2'0"3 2'9"4 ITZ 12 6'2"12 9' 12' 2'020"3� 19'10" 25'7"13 27'8" 3 33'S"4 39'8" 1' 4'p^3 3 FPP FAA,:1,4 qhh. Apo CiL\ik. I i I, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.246 F 999 240 B 1561 1720 / 921 ! - / 223 / B 10 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.676 F 999 180 J 1561 1720 1921 / - /- 46 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.075 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.141 L - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 J Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf P BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.395 Bearings B & J are a rigid surface. g 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.506 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.481 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 2028 -3246 Lumber B - C 1669 -2806 G - H 1673 -2959 C - D 1625 -2567 H - I 1625 -2567 Top chord 2x4 SP #1 D - E 1873 -2959 1-1 1668 - 2806 Bot chord 2x4 SP #1 Webs 2x4 SP #3 E - F 2028 -3246 J - K 27 0 Wind Maximum Bot Chord Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp_ B - T 2440 -13M P - O -1625 MAA T - S 2438 -1350 O - N 2261 -1216 S-R 2261 -1186 N-M R-Q 2261 -1186 M-L 2k 2 -1216 -1379 u Q- P 2993 -1615 L- J 2 0 -1379 a �' Maximum Web Forces Per Ply (Ibs) +r Webs Tens.Comp. Webs Tens. Comp. m- a T-C 163 -12 P-G 328 -185 "FE OF C- S 254 -275 G- O D S 301 O H 381 -523 942 565 ' - -205 - D Q 942 M -1 - 254 -275 #0 - -565 r Q - E 381 -623 H - M 302 -205 ` t, &it E-P 328 -185 1-L F - P 226 - 300 163 -14 40 015A,3B FF 5B 8180 8B 7F 48 0O 98 2E 85 FBE Thu item wxlizafad by VwwelMartW x, ?Eft. tic.94nnj an the diacshown abow wn ej; a SH$,3 =thCnttcatzACedc. ftbledtq caftitksdOW-M•erANSmotcxarIJ6wed399�mndsealed mac tic rS aotScaYFaracar:emurt be xadfied mmydeckfa k copwi. "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 handlingshi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen� Safety Information, byy TPI anc7'SBCA) salPety practices prior to performing these functions. Installers shall provide temporary ettrey bracing per BCSI. Unless noted olherwgse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly at he rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 610, om rn tents:,ie as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. 12efer to i drawings 160A-Z for standard plate positions. AI ine, a division of ITW BuildinQqComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more infonmallon see this jobs general notes pacle and these web sites: ALPINE: www.al inefw.com; TPI: www. into • SBCA: www.sbcindu .com; [CC: www.iccsafe.o } ° Job Nu ber: 36CS00064 Ply: 1 SEQN: 6686351 T20 / HIPS 4EBB 1 28-Cal! "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: ABG Wgt: 235.2 Ibs / ... 05/30/2018 1�� 2'10" 7' 11'4" 15'4"12 1T f 24'2"12 + 26'4" + 32'8" 1 39'6" 7' 4'4" 4'0"12 1'7" 4'4"12 4'1"4 4'4° 7' 112X4 =5X8=3X6 =5X10 =6X6 1112X4 12 C=6 8 D E F G H I T 6� c (a) (b) (a) IC" 4X12n(B3)B 1 333, U S R Q P O N M III4X4 =8X10T =5X6 =5X6 1112X4 =5X6 =5X6 =8X10 114X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. ---11'4" 28'4" 66'7"122 " 424° 6712 6" F2'8 r1491140 �118"1 " F 181 24'1"4 3'11 3264 28 39298T1 1, r 15'B" 2 28'4" Loadin ' 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 Des Ld 37.00 EXP: C Mean Height: 15.00 ft NCBCL : 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load D ration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacin 4 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top ch Fd 2x4 SP I'llBot ch rd 2x6 SP #1 Webs z4 SP #3 Bracin (a) Comi" tinuous lateral restraint equally spaced on memr. Or lx4'7' reinforcement. 80% length of web tuber- Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @6"0 (b) Co -nuous lateral restraint equally spaced on member. Or 2x47" reinforcement. 80% length of web m fnber. Same species & grade or better, attach d with 16d Box or Gun (0. 1 35"x3.5",min.)nails @6"o; Specia 1 Loads .---(Li tuber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) TC: F in56 pit at -1.00 to 56 plf at 7.00 TC: F om 28 plf at 7.00 to 28 plf at 32.67 TC: F om 56 pit at 32.67 to 56 plf at 40.67 BC. F join 4 plf at -1.00 to 4 plf at 0.00 BC: F m 20 plf at 0.00 to 20 plf at 7.03 BC: F om 10 plf at 7.03 to 10 plf at 32.64 BC: F m 20 plf at 32-64 to 20 plf at 39.67 BC: F Join 4 plf at 39.67 to 4 plf at 40.67 TC: 100 lb Conc. Load at 7.03,32.64 TC: 71 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06, 9.06,20.60,22.60,24.60,26.60,28.60,30.60 BC: 13 lb Conc. Load at 7.03,32.64 BC: 127 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06, 9.06,20.60,22.60,24.60,26.60,28.60,30.60 fi Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw [Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.188 1 999 240 B 70 1398 / 75 ! - / - / 8.0 Lu: NA Cs: NA VERT(TL): 0.620 1 968 180 T 5210 12583 / - ! - / - 18.0 Snow Duration: NA HORZ(LL): 0.034 M - - K 2102 / 1040 /- I - 1- / 8.0 HORZ(TL): 0.063 M - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.3 Bldg Code: FBC 2017 RES Max TC CSI: 0.973 T Min Brg Width Req = 6.1 TPI Std: 2014 Max BC CSI: 0.588 K Min Brg Width Req = 2.1 Bearings B, T, & K are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.990 Bearings B, T, & K require a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp. Wind A-B 27 -ZO G-H 1915 -3871 Wind loads and reactions based on MWFRS. B - C 1219 -607 H -1 2079 -4207 Additional Notes C - D 2918 -1445 I - J 2080 -4207 D - E 2918 -1445 J - K 2000 - 4032 Negative reaction(s) of -398# MAX. from a non -wind E - F 176 - 372 K - L 27 -20 load case requires uplift connection. See Maximum F - G 176 -372 Reactions. No 047182 40 015A381FF 5B 8180 BB 7F 48 00 99 2E 85 F0 Blak itnrn'hrat�em clatStmKRc�x/s$grsadae9 scarad6y BAaavac9 aeart�es, FE(R. ik. Cd728Zf cal t>cti-aa¢atwwn abma u.&�gaSNtFi a blentdpUMCOd .. �riatedzr Sias iltt idme -.t are natcraxxtti ad sfF W'dand scaled awti ttrt 5A"2 ar ert `tceaSi see�4rarnY 9a vrsif EmmVd=tmrAz cwaS. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 495 -1072 Q - P 2645 -1319 U - T 488 -1045 P - O 3930 -1955 T - S 191 - 96 O - N 3930 -1955 S - R 191 - 96 N - M 3568 -1740 R - Q 2645 -1319 M - K 3538 -1,733 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. C-U 691 -170 G-P 1610 -780 C - T 1225 - 2569 P - H 483 - 719 D - T 433 - 565 H - N 367 -162 T - E 2018 - 4043 1- N 364 - 456 E - R 2168 -949 N - J 817 -434 R - G 1498 -2985 M - J 712 -177 G-Q 337 -31 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! *`IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusse require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compo en[ Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary ritrelf bracing er BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propefly attach rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as ap'I cable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to onr/rondfrt ur draw!nQS 160A-Z for standard plate positions. Alpine, lid division of ITW Buildinpp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI fPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , listing. his drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the gutlding Designer per ANSI/TPI 1 Sec.2. a 4EBBTruss 1828-Cali Label: D1D"Job Number: CO624 / T15 / SPEC /DR Horton 14EBB 1828-Cali "D" I City:Wgt 13.6 Ibs I FROM: AH I DRW; 05/3I I/2018 I 64"8 10'8" 14'11"8 21'4" 6'4"8 4'3"8 43"8 V4"8 112X4 =3X4 =3X8 1112X4 3X4(A1) �l1 SEAT PLATE REQ. SEAT PLATE REQ. 21'4" "12 + 3'1"4 + 1'4" 474 6'2"12 I� 6'2"12 9'4" 10'8" 1&1"4 21'4" I 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 /IW B 869 1397 / 529 / - / 229 / &0 TCDL: 7.00 Speed: 160 mph PY NA Ce: NA VERT(LL): 0.040. H 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.109 H 999 180 F 805 /360 1463 /- /- /�t§A BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.017 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.033 G - - B Min Brg Width Req = 1.5 Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 tt Creep Factor: 2.0 F Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.477 Bearings B & F are a rigid surface. Load Duration: 1.25 BCDL: 5.0 sf p MWFRS Parallel Dist: 0 to h!2 TPI Std: 2014 Max BC CSI: 0.310 Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.325 Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Plyl Chords Tens.Comp. Chords Tens. jibs) Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 A - B 27 0 D - E 1021 -947 B - C 1194 -1342 E - F 1255 -1349 Wind Duration: 1.60 WAVE Lumber C - D 999 -946 1 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ Wind B -J 113-946 H - G 1144 -9 Member design based on both MWFRS and C&C. Me g J- I 1135 -946 G- F 1 47 -950 I-H 1135 -946 41, U40 xxio �oWebs vN Maximum Web Forces Per Ply (ibs) Tens.Comp. Webs Tens. Comp_ A*' J - C 224 -21 H - E -439 No 72. C-H 505 -428 E-G ?25 -41 D - H 587 - 5BB .� STATE 40 015A38 FF 5B 81.4i0 8B 7F49 00 99 2E 95 FB TultItem iv sloe cslezSeoss a4xjsi tad Zed Wiled byvarr gmartiner PS (FL. t%.ezrisz) on "At det-MWWR aba, m tag a Sx,A•i az.lt entica.:+eat ttr;la, I t atadct imscsd' dW_Lr_=rA=not ctrwiwmds4neemdtvelad and tiv- E4AXaaal+enfaa4taocs 8cnt ibc vcrW on smydatta A, CDViOs. I "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT'"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) safety practices prior to performing these functions. Installers shall provide temporary array bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins lied per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. i2efer to omFxY 2nts. nr 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 j truss in conformance with ANSI Pi 1, or for handling shipping, installation and bracing of trusses.A seal on this rawing or cover page_ _ listing this drawing indicates acceptance of professrona engineering responstbtlrty solely for the design shown. The suitabrirty and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. } Job Nuq' ber: 36CS00064 Ply: 1 SEQN: 668625 / T2 / GABL 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW. Truss LIabel. D1GE Wgt 134A Ibs .. / ... 05/3012018 21'4" r 10'8" 10'8° �— Z8" --+ 1'4"'{ (TYP) 1004 Loadi 'g 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 Des Ld 073 EXP. C NCBCI�L: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacin : 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top ch 'rd 2x4 SP #1 Bot chord 2x4 SP 91 Webs N4 SP #3 Platin (Notes All plat s are 2X4 except as noted. Wind MembOi design based on both MWFRS and C&C. Additi Yiai Notes See D . GS A16015ENC101014 & GBLLETIN1014 for gable rind bracing and other requirements. ro 21'4" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF 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): -0.001 H 999 240 P. 81 / 37 / 39 /- / 11 Lu: NA Cs: NA VERT(TL): 0.002 AE 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): 0.002 J - - . P Min Brg Width Req = - HORZ(TL): 0.003 J - - Bearing B is a rigid surface. Code / Misc Criteria Creep Factor. 2.0 /256 Bldg Code: FBC 2017 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2014 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Camp. Rep Factors Used: Yes Max Web CSI: 0.088 A - B 27 0 1-1 304 '-24 FT/RT:20(0)110(0) Mfg Specified Camber: B - C 87 -120 J - K 253 -21 Plate Type(s): C- D 80 -90 K- L 202 '-23 WAVE I VIEW Ver: 17.02.02.1208.15 D - E 105 -71 L - M 154 -43 E-F 153 -50 M-N 105 -64 F - G 202 -29 N - O 74 -84 G-H 253 -21 O-P 81 -113 H -1 303 -24 P - Q 27 0 40 01 SA38 FF 50 81 BO 613 7F 48 00.99 2E 95 F5 1 {;itmm'#asJtemramree3ran^s jz na4.an:3=fvdwmnaa lmartba of OL. 13x.�311&3j ctt t? a cEa4e &hcwtt ate u erg a SN i 3 t3sant`K'a3x¢ztdr. s53atmd cr Inaxfds vouxmaara not=%aid€rad i4we mmd smmimd mrgd the .a-¢nt?sa4fmn,erdemr�El2m vxriBxd raz acged�trorsk. . ffiyimz. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AE 175 -108 X - W 192 4 107 AE-AD 183 -110 W - V 191 -107 AD -AC 185 -110 V - U 189 -106 AC -AB 188 -111 U - T 187 ;106 AB -AA 190 -112 T - S 185 1 105 AA-Z 191 -112 S-R 183 7104 Z-Y 192 -113 R-P 175 1103 Y-X 192 -107 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C -AE 174 -103 W - J 187 - 83 D -AD 88 -65 V - K 163 -73 E-AC 101 -74 U-L 100 -73 F-AB 100 -73 T-M 101 -74 G -AA 153 -73 S - N 88 -65 H - Z 187 - 83 R - O 174 -103 I-X 0 -162 "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, by TPI and'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 propperly oid 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 Join f Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. of ITW Buildin� L-Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nce with ANSI PI 1, or for handling shipping, installation and. bracing of trusses.A seal on this drawing or cover page ing indicates acceptance of pr ) essionat engineering responsibility solely for the design shown. The suitability drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. trney- ' onrfmnertts,�r i C P Job Number: 36CS00064 Ply: 1 SEQN: 668626 / T14 / SPEC 4EBB 1628-Cali "D" [DR Horton MEBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: C1 Wgt: 50.4 lbs .. / ... 05/30/2018 7' r 14' 7' 7' C=5X6 1112714 SEAT PLATE REQ. SEAT PLATE REQ. i 14' 1 1. T 7' i T 14' '1 Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): -0.019 E 999 240 B 593 1272 1371 / - / 158 16.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.030 E 999 180 . D 527 1234 1304 / - / - / 0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.009 E - - Wind reactions based on MW FRS Des Ld: 37.00 EXP: C HORZ(TL): 0.011E - - B Min Brg Width Req = 1.5 Mean Height: 15.00 it D Min B Width Re 1.5 NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 2.0 r9 q TCDL: 4.0 psf Bearings B & D are a rigid surface. Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TIC CSI: 0.683 9 p Load Duration: 1.25 MWFRS Parallel Dist: D to h!2 TPI Std: 2014 Max BC CSI: 0.422 Bearings B & D require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.119 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords TerjsI Comp. GCpi: 0.18 Plate Type(s): i I' Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 A - B 27 0 C - D 809 -738 Lumber B - C 777 -739 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Ter)s! Comp. Wind B - E 598 -536 E - D 598 -536 Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - E 311 82 o. Ir STATEOF SERALk 40 015A38 FF 5B K B06B7F4800 99 2E85 FB Thu 3rsra k"bo rsa� '. s&�nad-no =afad by maran", . (FL, LCc. dai92.(cn t?�c 3§s.shtraec s£ss¢wn+r n a 5§ 9. - . i lhattt4caEl+ssa s�ia. , �Satndcrs9'tt�s drxxrr.,.sasxmm aratcxa�d�e8 signasi$ saaltid � arse Oise.�g���aifiest�a4%crs�cc�lcros^aCL.d:a�c$fx^,fltsn aesr�cztrorai�.. "*WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating handlin shi ping, installing and bracing. ;Refer to and follow the latest edition of BCSI (Building Componengt Safety Information, byy TPI fo'r to these functions. Installers temposrryy anTSBCA) sa>Pety practices prior pertormmg shall provide ryYrey bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a proppefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per SCSI sections 63, B7 or B1D, as applicable. Appfy pates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to d4i1 �' 1" 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 this drawing truss in conformance with ANSIrfPI 1, or for handling shipping, installation and bracing of trusses.A seal on or cover page_ _ listing this drawingg indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability and use of this 7iawina for anv structure is the responsibility of the 8uildinq Designer per ANSIITPI 1 Sec.2. For more information see this fob's general notes page and these web sites: ALPINE: www.alpineftw.com; TPI: www.tpinst.org: SBCA: www.sbdndustry.com: ICC: www.iccsafe.o Job Nu ber: 36CS00064 Ply: 1 SEQN: 668627 / T3 ! GABL 4EBB 1 28-Cali "D" /DR Horton AEBB 1828-Cali "D" Qty: 1 FROM: AH DRW. Truss bel: C1GE Wgt:78.4lbs .. / ... 06/30/2018 T 14' r 7 .� T �-- 18" - -�(1W G=4X4 F H 12 6 p E I o_ D J in " C K 2X4(A1) B L=2X4(A1) y A ou ou M V U T S Q P N 14' - -I- 14' Loading g Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL:L7.00 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: Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 F 999 240 L* 84 /39 /40 /- /12 /168 BOLL: Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS BCDL: Risk Category: 11 Snow Duration: NA HORZ(LL): -0.002 E - - L Min Brg Width Req = - Des Ld EXP: C HORZ L 0.002 E - - BearingB is a rigid surface. 37.00 15.00 ft �) NCBC Mean Height: L: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 2.0 Soffit: I 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.118 Maximum Top Chord Forces Per Ply (Ibs) , Load D ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp. Spacin : 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.061 A - B 27 0 G - H 213 ,-26 Loc. from endwali: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: B - C 14 -66 H -1 157 '-48 GCpi: 0.18 Plate Type(s): C - D 61 -28 1- J 105 -69 Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 D - E 113 -17 J - K 87 -89 } E-F 165 -14 K-L 84 -106 Lumb F - G 221 -17 L - M 27 0 Top ch rd 2x4 SP #1 Bot ch 'rd 2x4 SP 91 Webs x4 SP 93 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp - Plating Notes B-V 145 -46 R-Q 164 -49 All plat s are 2X4 except as noted. V - U 153 -47 Q - P 159 -50 Wind U - T 158 -48 P - O 155 -51 T-S 161 -49 O-N 150 -53 design based both MWFRS C&C. MA 6Sii Memb r on and +ry S - R 164 -49 N - L 144 -55 �nal Additi Notes. N � See l) j S A16015ENC101014 & GBLLETIN1014 for g + _ Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. 9 able nit bracing and other requirements. a 9 q 72. C - V 122 - 56 Q - H 205 - 83 D-U 115 -75 P-1 159 '-72 E-T 159 -72 O-J 115 -75 �' F - S 205 - 83 N - K 122 - 56 STATE G - R 13 - 89 1' 1 *00 4001 5A38FF5B82B0BB, 7F4900992E95F8 MRlhim'ti=bb eledr s ed letzfdd6yrAaaaa�1!8arttnr� PE VL. ESt. IIaEYttj ssa-i tliaCzs¢showna usangaSNw•i "enda0mmde. Pmlgdes�aa�oldis doaxmamt notcsxW&nd mgnai and salad grad disc . au'3iaen'f�raS[exadezx3e mmi to *wifiad onany deGironiz ccylax_ **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusse require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compo enf Safety Information, by TPI anr7'SBCA) toi safety practices prior to performing these functions. Installers shall provide temporarryy ftyey bracin per BCSI.. Unless noted o�herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 8810, onr ryrrerus ur as appllcabie. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to F drawing's 160A-Z for standard plate positions. Alpine,division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the I truss in nformance with ANSI! I PI 1, or for handlia, shipping, installation bracing trusses.A seal this drawing or and of on cover page. , listing this drawingg indicates acceptance of pro essioni engineering responsibility solely for the design shown. The suitability and u e of this drawing for any structure is the responsibility of the Building Designer per ANSITTP11 Sec.2. For more information see this" b's general notes Pam and these web sites: ALPINE: www.al inLitw.com: TPI: www. into ; SECA: www.sbcindu .com; ICC: wwmicasafe.o Job Number: 4EBB 1828-Ca6CD o/DR Horton /4EBB 1828-Cali "D" I yyyt 11.2 Ibs ISFROM:AH 628 / T22 /HIP_ DRW. I Truss Label: M3 / ... 05/30/2018 A 12 6 2X4(A1) B SEAT PLATE REQ. 2 fl T to I 2i 1� 2' Loading Criteria (par) Wind Criteria Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / B 87 169 / 144 ! - / 64 / 11C 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 32 15 129 ! - / - / 15 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - - C 13 / 28 112 I - l - 1 .E Des Ld: 37.00 EXP: C HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 00 Mean Height: 15.00 it CreepFactor. 2.0 B Min Brg Width Req = 1.5 2. Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.094 D Min Br Width Re - g q = Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.023 C Min Brg Width Req = . j Bearing B is a rigid surface. Spacing: 24.0 " P g C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Lac. from endwall: not in 9.00 it FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Wind Duration: 1.60 Plate Type(s): WAVE Maximum Top Chord Forces Per Ply ,(Ih Ch d T C Ch d T VIEW Ver: 17.02.02.1208.15 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. No 047,1$2 •* wt sA 1-. 4001SA38FF588180BB7F4900992E85FB SBilt 1t6nk ii33t"JELm 61 L�rYfk°>S?9ui�'. IIG'xu.mdumfad 4 rrTY%V2A rt zr to or s ens. omp. or s ens. A-B 13 0 B-C 6 Maximum Bot Chord Forces Per Ply (It Chords Tens.Comp. B-D 0 0 �1 li - 38 FEM. UC.rAT=( va the d=&haren aboa wdd s a SKA.1 sr.'2hetsticaY.�r each. iartatad cepiaitfds dffitae2 ara mrn caxmir'armd �ymcdan� senled I axzd thaw: acttttun't�a5immu�lamt�t��erif�dratsmydectmr� , cnplas. I ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI anr7 SBCA) for safety practices prior to pertorming these functions. Installers shall provide temporary erne bracing per BCSI., Unless noted ojherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache tl riggid 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. f2efer to amtrn rrtts nz 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 1, or for handling shippin , installation and bracing of trusses.A seal on this drrawing or cover page _ , listing this drawingg indicates acceptance of rofessiongq engineering responsibility solely for the design shown. The suitbthty and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this ioUs general notes Dacia and these web sites: ALPINE: www.alDinefw.com; TPI: www.tpinst.org; SBCA : www.sbcindustiy.com; ICC: www.locsafe.org Job Number: 36CS00064 Ply: 1 SEQN: 668629 / T19 / EJAC 4EBB 1 28-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 14 FROM. AH DRW: Truss L bel: EJ7 Wgt: 23.8 Ibs .. / ... 05/30/2018 i C Tj SEAT PLATE REQ. f" 1 7 J 7 LoadiniL I (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria ♦ Maximum Reactions (Ibs) TOLL: Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W B 336 /117 /259 / - /173 /8.0 TCDL: Speed: 160 mph PF NA Ce: NA VERT(LL): NA BOLL: Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 /20 /101 / - / - /1.5 BCDL: Risk Category: II Snow Duration: NA HORZ(LL): -0.014 D - - C 171 / 133 / 91 / - / - / 1.5 Des Ld 37.00 EXP: C Mean Height: 15.00 ft HORZRL ) 0.025 D - - Wind reactions based on MWFRS B M'n Br Width Re = 1 5 NCBC : 10.00 TCDL: 4.2 sf p Code / Misc Criteria Creep Factor. 2.0 9 q D Min Big Width Req = Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.496 C Min Brg Width Req = Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.368 Bearing B is a rigid surface. Spacin : 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes p Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 it FT/RT:20(0)/l 0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) � Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp_ A-B 27 0 B-C 77 !151 Lumber Top ch rd 2x4 SP #1 Bot chc fd 2x4 SP 91 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Memb ( design based on both MWFRS and C&C. B - D 0 0 I % 1 a a nNo 047102 % sm � 40 015A;38 FF 50 81 BO BB 7F48 00 99 2E85 Fla ThAItst laasbttnn{e- ad$nc '.xs9:saledbyresaa.,ue9t�art4� n(R. uc.rArls21 on the d=nhoaa absan Wng a Srilw'L aa.•ms nne[ca�ueta man. �imtadca si ssittds dwc ,t=votcroshkred stgna =A sealed arc dr ww,aaRDsent`uatieesccwfa rarzst ha rA &d Maagdectrank crrtins. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **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 f Safety. Information, b TPI and SBCA) for safety practices,pnor to performing these functions. Installers shall provide temporaryrrrrey BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y qid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B1, nnr renerrts, t e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to t, 60A-Z for standard plate positions. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the iformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability A this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. C - Job Number: 36CS00064 Ply: 1 SEQN: 668630 / T16 / JACK 4EBB 1828-Cali "D" /DR Horton 14EBB 1828-Cali "D" City: 4 FROM: AH DRW: Truss Label: 13J5 Wgt 16.8 Ibs .. / ... 05130/2018 L SEAT PLATE REQ. C 1 1 'I 5. Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udefl U# Loc R / U / Rw / Rh / RL / B 263 196 / 208 1- / 129 I TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 90 113 170 I - /- I BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 D - C 119 / 93 / 62 / - 1- / Des Ld: 37.00 EXP. C HORZ(TL): 0.008 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 B Min B Width Re = 1.5 r9 q Soffit: 2.00 TCDL: 4.0 psf BCDL: 5.0 sf p Bldg Code: FBC 2017 RES Max TC CSI: 0.309 D Min Big Width Re 9 q = - Load Duration: 125 MWFRS Parallel Dist: 0 to h!2 TPI Std: 2014 Max BC CSI: 0.182 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Lac. from endwall: not in 4.50 ft FT/RT:20(0)!10(0) _ Mfg Specified Camber: GCpi: 0.16 Plate Type(s): Maximum Top Chord Forces Per Ply Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. SERALA 40 01 SSA38:FF 50 8180 BB 7F48 CD 99 2E &5 FB t Itet�staaatrrers aiccu s mad'mdwjf.d byrdamal kurtkn&�, Chords Tens.Comp. Chords Tens. �Ujllp. A-B 27 0 B-C ,53 -120 Maximum Bot Chord Forces Per Ply (lb Chords Tens.Comp. B-D 0 0 n PEiFL_Lk.10471 3.t=thes %"haan AbamW-Inga SNA4 zt::ih cestasatieaa aeMa. Pr�tadrrn#aau4'tdo�rrxcrt�rmnntmroslti'ms8 ' ^t aaa�s��eE grad ttxz E.xdhenLkaS3csseode nusE bevrAfw mwj,e ctmnL- -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, sh! ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) fr sa>Pety practices pnor to performing these functions. Installers shall provide temporary rttley bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chard shall have a propperly attache�ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, our tents to as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to i drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/TPI. 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page. _ listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIlrPI 1 Sec.2. 1_ I 1 I. �� Job N I I tuber: 36CS00064 Ply: 1 SEQN: 668631 (T17 /JACK 4EBB 828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 4 FROM: AH DRW: Truss bel: BJ3 Wgt:12.6lbs .. I ... 06/3012018 C 12 6 7 TV) CD LO 2M(A1) B M iV A D • SEAT PLATE REQ. i I 3' Loadir 11 Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) TOLL: 20,00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw (Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 193 176 1162 / - / 86 / 8.0 BC1 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 / 6 141 ! - ! - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - C 64 / 51 130 / - 1- 11.5 Des L EXP: C HORZ L 0.003 D - Wind reactions based on MWFRS 37.00 R ) Mean Height: 15.00 It NCBC : 10.00 Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Soffit: TCDL: 4.2 psf BldgCode: FBC 2017 RES Max TC CSI: 0.174 D Min Brg Width Req = - 2.00 BCDL:5.0 psf P C Min Brg Width Req = Load I ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.072 Bearing B is a rigid surface. S acin P : 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seeatt plate. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. i A-B 27 0 B-C 29 ; 105 Lumb Top ch rd 2.4 SP #1 Bot ch 'rd 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Memb r design based on both MWFRS and C&C. B - D 0 0 .� ' STATE OFir �. , . "ar"i. SERIAL #1 40015A39FF51381SOBB7F4800992E95FB TNI4 I u M imW'rezIcits o9spad.�:.ed:saf0dtfy tMartk ,-V§L 0:c 04Ti934 0m'th. dvAmaMAMM WABa5i 3 iCIDG±a£G�� , M=dcspaafd+as doamwa aar&=%Sii==11 &d fMimi mo Sty S+, r'_a�ttiaaY aAi;Derr..u�r!si:,t:`f�2.a^a~'t4f i' e$ tfat to zus: *"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, handlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compo bracing en Safety Information, bV TPI an SBCA) for safety practices pnor to pertorm!ng these functions. Installers shall provide temporary crtiey er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly f B3, B7 910, attache as appl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections or cable. Apply plates to each face. of truss and as shown above and on the Joinf Details, unless noted otherwise. kefer to jv tterrts tar drawins position 160A-Z for standard plate positions. Alpine,! truss in � division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance ANSI 1, for handling installation bracing trusses.A this drawing 1!sting with or shipping, and of seal on or cover page_ , his drawingg indicates acceptance of professional eng!neer!ng responsibility solely for the design shown. The su!tbility this d�aw!ng for is the the Building Designer ANSUTPI 1 Sec.2. and u For more e of any structure responsibility of per itfonnation see this'ob's eneral notes page and these web sites: ALPINE: www.al inedw.com; TPI: wane. inst.o ; SBCA www.sbcindu .com; [CC: www.iccsafe.org Job Number: 4EBB 1828-Cali C0/DR Horton /4EBB 1828-Cali "D" �Wgt:1111bs I FROM: AH 632 / T18 / JACK I DRW:/ 05/3 1018 I Truss Label: BJ1 4"3 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: ,160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C 0 12 6 � C 2X4(A1) B SEAT PLATE REQ. M o � M III 1' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / WI B 150 /77 / 145 /- 142 / �( Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA D 11 / 10 / 18 1- / - / Snow Duration: NA HORZ(LL): 0.000 D - - C -14 / 28 / 25 HORZ(TL): 0,000 D - - Creep Factor: 2.0 Wind reactions based on MWFRS B Min Big Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.163 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.015 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: I I Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C .28 -19 I Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 zz 00 WISP— R 4001 5A38 FF5581St)B57F4900fir.aE85FB Viu wdwaled by Um.-AMadam' ,;S OL. ix.947a2j La th& &V 0WWt2 2�d'aaY itYdfl��S}#�.i I enticater�a. �raatedcstp�rs.Wttfalr dacczasxar�e�otcad s�*sas:arasf z�mlerd aaad tfim.:�,a a ar.3lwamticatamxfae[uti��crar�dcssam'�a�e:tranlc r�sJaa.. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ! -IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I Trusses require extreme care in fabricatingg handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary fr/yam bracing per BCSI.. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, © mrtgntxtta as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to 7 + I. ,. drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover Pane_ _ listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitbility and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. 1 s Job Nu ber: Truss 1828-Cali O/DR Horton MEBB 1828-Cali "D" I V gt 42.0 Ibs I FROM: AH 634 / T21 /HIP_ I DRW:/ 05/3012018, I T SEAT PLATE REQ. 6'3" 9110"1 6'3" 3'7" 711 1'5" 1 6'1"4 i 3'2" 1' 6'1"4 9'3"4 i6"1 9'10 1 Loadi g Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) I TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R 1 U / Rw 1 Rh 1 RL / W TCDL:, 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.015 G 999 240 B 330 1208 /- /- /- / 10.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.041 G 999 180 E 385 1175 / - / 0 / 0 / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 F - - D 29 114 / - /- /- / 1.5 Des Ld 37.00 EXP: C HORZ(fL): 0.008 F - - Wind reactions based on MWFRS NCBC Mean Height: 15.00 ft L: 10.00 Code / Misc Criteria CreepFactor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.241 E Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSi: 0.326 D Min Brg Width Req = - Bearing B a rigid surfa Spacin : 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes Max Web CSI: 0.256 P seat p Bearing B requires a seat plate. r Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp. Lumb4 Top ch I rd 2x4 SP #1 A-B 14 -11 C-D 55 -72 Bot ch �d 2x4 SP #1 B - C 330 -650 Webs )C4 SP #3 Maximum Bot Chord forces Per Ply (Ibs) Special Loads Chords Tens.Comp. Chords Tens. Comp. -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) B - G 604 -290 F - E 0 0 TC: F TC: F om 0 plf at -1.41 to 55 plf at 0.00 om 2 at 0.00 to 2 at 9.84 G - F 591 - 288 BC: F BC: F plf pIf , m 0 plf at -1.41 to 4 pif at 0.00MAP# 2 0.00 to 2 9.84�� A TC: m pIf at ptf at 7 lb Cone. Load 1.41 * 4 Maximum Web Forces Per Ply (Ibs) TC: at 11128 lb Conc. Load at 4.24 - Webs Tens.Comp. Webs Tens. Comp_ TC: Z38 lb Conc. Load at 7.07 xn G - C 286 -47 C - F 345 i 709 BC: 123 lb Conc. Load at 1.41 No 04ti$2 BC: 03 lb Conc. Load at 4.24 ft r BC: 79 lb Conc. Load at 7.07 ' Wind Wind 1 Pids and reactions based on MWFRS. .STATE 0. F MW 40 015A38 FF 58 81 BO BO 7F 48 00 99 2E85 FB ThXmdsalad by ELss dmartln" az"sjFL. itc.CiF:9Yl a, 45fficiad¢.sitattnalxx�m ir�g a SHb+3. , �.-theracatua�.et:.fr �r tndcs iasrsit} da-r; .crysrsaaaccxm7 c8s d�dsalad 2 t9se.Viovl xAen=S=c*denmtbavec1 dm2cyd"tmrk CG;Igs. *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusse require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compo lent Safety Information, b TPI an SBCA) temporaryty 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 tares'. attache) n"p'd ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 61Q as appycable. Apply plates to each face of truss and position as shown above and on the Join?Details, unless noted otherwise. (tefer to nit�ponertts to drawin 5 160A-Z far standard plate positions. Alpine, a division of ITW Buildinpp 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 his drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and u e of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Gable Stud Reinforcerient Detail ASCE_ 7_19l L_60_r1pib-_Wind-S_p_eed,-L5' Mean _H_e.i.ght.,__Encl.o.s_ed Exposure C, _Kzt =_ -1,00 Or- 140 mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = 1,00 fin i?0 mnh Wind Snaed. IS, Mean Helnht. Partial,. Fnclnsad. Exmasure 11. Kzt = 1.00 S 2"Brace Gable Vertical pacing Species I Grade No Braces (1) Ix4 'L' Brace sl (1) 2x4 'L' Brace 19 (2) 2x4 'L' Brace ww (1) 2x6 'L' Brace N (2) 2x6 'L' Brace w Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 93' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' S P F 03 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' U Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' it' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' O H F Stnndard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' ill 9' 6' 10' 4' ti' 1' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' lt' 7' 10, 8' 2' 9' 4' 9' S. 12' 4' 12, 9' 14' 0' L4' 0' -j S P #2 3' 10' 1 6' 7' 6' t0' 1 7' 9' 8' V 9' 3' 9' 7' 12, 2' 12, 8' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' ll' 7' 5' 9' 2' 9' 7' 10, 11' tl' 8' 14' 0' 14' 0' F Stud 3' 9' 1 5' 3' 5' 7' 1 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' CS Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13, 1' 14' 0' U_ #1 / #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 111 14' 0' 14' 0' :p _ S P F #3 4' 2' 7' V 7' 9' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' i U H F Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' QJ O Standard 4' 2' 6' 1' 6' 5' 8' 1' B' 8' 10' S' 10, 10, 12' 8' 13' 7' 14' 0' 14' 0' #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10' 8' it, 1' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10, 6' 10' It' 13' 4' 14' 0' 14' 0' 14' 0' aJ D F L Stud 4' 4' 6' 5' 6' to' 8' 6' 9' 1' 10, 6' 10' It' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10, 10, 11' 10, 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' t0' 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' (j 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' u U 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 0 14' ' 0 14' ' 14' 0' O H FStud Standard 4' 7' 04' 7' ' 7' 5' 9' 4' 10, 0' Ill 6' 12' 0' 14' 0' 14, 0' 14' 0' 0 14' ' X #1. 5' 1' 8' 5' e' 8' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 0 14' ' 0 14' ' 14' 0' d tt S P #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12, B' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 9' 7' 4' 7' 10' 9' 8' 10 i' 11' 7' 0 12, ' 14' 0' 14' 0' 14' 0' 0 14' ' (--I D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' V 11' 7' 1 12' 0' 14' 0' 14' 0' 14' 0' l4' 0' Standard 1 4' 7' 1 6' 6' 1 6' 11' 1 8' 8' 9' 3' 11' 6' 1 12' 0' 1 13' 7' 1 14' 0' 1 14' 0' Truss Diagonal brace option vertical length may be doubled when diagonal brace Is used. Connect diagonal brace for 600# at each end. Max web total length Is 141. ��f e I ILII It M 2x6 DF-L #2 or better diagonal T S 1 Vertical length shown I bracer single 8, j I j j 4 In table above. or double cut 45• (as shown) at � upper end ontlnuous Heoring ,tt11 Ult IfA� Connect tlingonn nt mid oint of vertical web. ti Refer to chart above for -VARNMOm READ AND FOLLOV ALL NMES-UN THIS BRAVIMQ w IIIPORTANTww FIRMSH THIS BRAVING TO ALL CONTRACTORS MMMMG THE VISTALLERS -. e' \GGaL+s Trusses require extreme care h fabricating, handUng,-shipping, InstalUn and bracing. Rof.0 to and folio. the latest edition of BCSI (sundina Component Safety Information, 6y TPI and SBCA) for,.. Safety r �\'_U y practkos prior to performing these functions. Installers shall provWa temporary bracing per BCSL Unless noted othor.l.., top chord shall have properly attached structural sheathing anal butt chord shall have a properly attached rigid cell4g. Locations shown For pernnnent lateral restraintof webs _ , shall have bra Installed per BCSI sections 43, B7 or B10, ns appllcnWe. Apply plates to each face F truss and position as sMm above and -e the .bint Deta0.s, urd¢ss noted otherNse. Refer to drawings 160A-Z for standard pla4 positions or 4df_ be for deviation from ilk AN ITWCOMPANY Alpine, a division of ITV Bu0.d7ng Conpanents Group Inc shall not responsble any this droving, any Failure to bu0.d the truss N conformance with ANSI/TPI 1, or for h-Rin& sh%PPl g, bn.Wkatbn a lw adng of trusses, P31� dy ®Y''FF A seal on this drawing or cover page listing this drains, bx0catts acceptance of im ofessl-at e,gtruertrg re ty solely for the design sho.a The sultawty and use of this drawing .y \ 133B9 Lakefrenl Drive for any structure the respor�Wty of the Building Deslpxr Per ANST/TPI I Sect. For information this and these web sites Earth City; MO 63045 none see Job's general notes page ALPINE n.a,pbekw.conr TPI- w w.tpinst.argl SBCA, wev.sb"ustry.wgl IM wwvJccs.FoAN �1\l Si1 T9r Bracing Group Species and Grades, Group AI S ruce-Pine-Fir Hen -Fir ill / #2 Stnndnrd rig Stud #3 Stud #3 Stnndard Douglas Fir -Larch Southern Pinewww #3 #3 Stud Stud Standard I Standard Group Bi Hen -Fir III & Btr #1 Do ins FIr-larch Southern Pinewww #1 1 #1 #2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). wwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these rndes. Gable Truss Detail Notes, Vlnd Load deflection criterion Is L/240. Provide uplift connections for 75 PIP over continuous bearing (5 psf TC Dead Load). Gable end supports toad from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3,0' min) nails )i( For (1) 'L' brace, space nails at 2' o.c. In IS' end zones and 4' ac. between zones. )K)kFor (2) 'L' braces, space nails at 3' o.c. In IS' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes 3 Vertical Len tin No S lice less than 4' 0' 2X3 Greater than 4' 0', but t Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 MAX. TOT, LD, 60 PSF MAX. SPACING 24.0' Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or- 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 fir, 120 mnh Wind Sneed. 30' Mean Heloht. Partially Enrinsed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species I Grade No Braces (1) ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace ■ (1) 2x6 'L' Brace w (2) 2x6 'L' Brace Is Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13, 9' 14' 0' S P fr #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' U Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' 11' 13' 7' 14' 0' O F Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13, 1' 14' 0' —� S P #1 3' 10' 1 6' 4' 6' 7' 1 7' 6' 7' 9' 8' 11' 9' 3' Ill 9' 12' 2' 13, 11' 14' 0' #2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 1 9' 2' 11' 7' 1 12' 0' 13' 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' 0i D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' e' 9' 9' 1' 10, 1' 10, 10' 13, 8' 14' 0' d Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' Ill 9' 7' 12' 2' 13' 0' U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' e' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' +> _ S P F #3 4' 0' 6' 7' 7' 5' 8' 4' e' e' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' U Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' ill 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' O 1 1 H F Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' it, 10' 4' it, 10' 12, 8' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' e' 11' 10, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' k-D S P #2 4' 2' 7' 2' 7' 5' e' 5' e' 9' 10' 1' 10' 6' 13, 3' 13' 9' 14' 0' 14' 0' #3 4' V 5' 11' 6' 4' 7' Ill 8' 5' 10, 0' 10' 5' 12, 5' 13, 3' 14' 0' 14' 0' Q1 D F L Stud 4' V 5' Il' 6' 4' 7' 11' e' 5' 10' 0' 10' 5' 12, 5' 13, 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' il' 0' 11' 9' 14' 0' 14' 0' C5 LD U O S P F i� F �1 #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 03 4' 5' 1 7' 7' e' 1' 9' 2' 9' G. 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' to, 11' 31' 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, Ill 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X #1 4' 10' e' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' Il' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10' 7' 3' 9' V 9' 7' 11' 0' IS' 6' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' Ill 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' r1 Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10, 11' 11' 5' 12' 8' 13' 7' 14' 0' 14' 0 able Truss i Diagonal brace option, T vertical length may be doubled when diagonal 18' X brace Is used Connect L I diagonal brace for 690# 'L' -Ij- at each end. Max web Br ce total length is 14'. iif3lf 2x6 DF-L 02 or better diagonal 'r Vertical length shown I brace) single 81, NE In table above. j or double cut L 1 45' (as shown) at upper end. Connect diagonal at - - - T11111311II mid olnt of vertical web. Refer to chart above for max g*b4e r., "VARNIN""' LO READ AND FCLV ALL N➢THIS TES ON TS DRAVDVfd InWJWTANTww ru1MISH THIS DRAVRIG TD ALL CONTRACTORS INCLUDING THE INSTALLERS cl� 1gjrjn Trusses —julre extreme care In Fabricating, handling, shipping, Installing and brncing. Refer to and �.\ �r��,s' mu� Folloe the latest owtlon (9of SCSI ulldng Component Safety Information, by TPI and SBCA) for safety proctkos prior to performing these functlonc. Gmstnllers shop &mule temporary bratlng per BCSL Unless noted otherwise, top chard shall have properly attached structural sheathing and bottom chord 7AT shallhove a properly attached HgW cell,&.Locatlons shown for permanent lateral restraint of ebs shall have bracing Installed per SCSI sec ans 83, B7 r 910, as apWkable. Apply plates to each faceof truss and pa6ltion a6 sho.n bawe andomthe Joint Detalls, w os6 noted otherwise, Refer to drawngs 16OA-Z for standard plate Positions, Alpine, division of ITV MWng Components Group Inc shall not be responsible far any devlatlon from AN fiW COMPANY this drawing, any failure to btAd the truss bm conformance with ANSI/TPI 1, or For hond0ng• shipping, bnctnllotlon-L-braWg_ f trusse sea on __1_0 or cdve' -h-. ISthp�Nsfir+nihe suitantes-and usanofntl profssslanel � � �£1-, en eer�i� responsamRlty solely Pm the deslpn shown The suitability and use of this 13389 Lakeironl Drive far .tn+cture L^ iNe rasps 111;y of lima Dull ang Designee per ANSI/TPI 1 SocE p� [l �, Earth City. MO 63045 For more Information see this Job's general notes page and these web sltev ¢¢¢(+`!il� ALPIND wwe.nlolneitw.com, TPI, eww.tolnst.oral SBCN eee.cbcinductrvara IM www,kcfafeora ¢fs,.. ,rr Ni! Bracing Group Species and Grades) Group AI S ruce-Pine-Fir Hem-Flr #1 / #2 Stnndard #2 Stud 4Stud 03 Stondard Do u ins Flr-Larch Southern Plnewlw 03 a3 Stud Stud Stnndard Standard Group BI Hem -Fir 01 4 Btr ai Dou las Fir -Larch Southern Plnexww #1 al a2 a2 Ix4 Braces shall be SRB (Stress -Rated Board), rwFar Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values ma be used with these rades. Gable Truss Detail Notesi Wind Load deflection criterion is L/240. Provide uplift connections for 135 plf over continuous hearing (5 psF TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nails. )K For <0 'L' brace- space nails at 2' o,c, In 18' end zones and 4' c.c. between zones. 31E iIEFor C2) 'L' braces- space nails at 3' O.C. In 18' end zones and 6' o.c. between zones, bracing must be a minimum of 80% of web member length. 11 Gable Vertical Plate Sizes Vertical Len th I No S lice Less than 4' 0' 2X4 Greater than 4' 01, but 4X4 less than 12' 0' * Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 AX, TOT. LD, 60 PSF SPACING 24,0' Gable Detail _ -----For Let-ln Vertical-s - ---__ Syn. If web has a scab brace, then webs About+ over 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace is 90% of Member length. 1Pc 016 No 'L' or 'T' brace required In lieu of scab brace Gable vertical length greater than 48' 'L' or 'T' brace required IT Reinfol Merck Ga Tr Gable vertical length treater than 48' 'L' r 'T' brace required Gable -Truss _P-late_-Sizes-__ - -_ Refer to appropriate Alpine gable detall for minimum plate sizes for vertical studs. +)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. Examples 2X4 2X4 42XS Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nailsi 10d Common (0.148'x 3,'min) Nails at 4' oc. plus (4) na1Ls In the top and bottom chords. Toenalled Nails, 10d Common (044810',min) Toenails at 4' o.c, plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14M5ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPEDIOID14 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Dr - End-ndl To convert from 'L' to 'T' reinforcing members, muttlply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace Examples 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. Mbr. Size 'T' Increase 2x4 30 2x6 20 AN ITWCOMPANY IMLakelmdthve EeAhCiry,M063045 "WARUDOW READ AND raLaV ALL M� ON TM BRASRNrd .,DI�rANT" FtWU.9h Tlas BRAD Ta ALL CONTRAcrURS MMUBBIG The VWXILIUM f«w": ± `s° si'" °c""°.�an''°M f=1111%'.'�y "T `tea "s cNeFo� fe prncticas prior to perfornIna these fuyctlons. Tnstallers shall provide tennporor brndnp per BCSL Unless no otherwise, top chord shalt have properly attached structural sheathing and bottom chord shall have a property alled per 8 St sections Locations o sham for pecobte. nt lateral restraint h cabs shalt have bradng Installed per BCSI sacthans B3, B7 or Bip, as opptkabte. Apply plates to each face of truss and po�sltl6DAIon a-Z fa�i s4nnd ante podt�Mtns, �tafts, unless rated opxr.lse. Refer to die Alpine, a dvislon of ITV Buldno Components Group Dn shall not be responsible for an_y deviation from thb droNnp, any failure to build the toss In conformance with MSI/TPI 1, or for hnnwrg. sNp* , Installation L bracing of trusses, A seat an this draw or coverpa¢r Ustkq *& draelnp, Indicates acceptance of professional anonaarlp re>tipaa�lNty woldy for the destorm ema.m Tin. and use of tNs drowInp far army sirlaeture es re�orWfElty of adding De W". per ANSVTPI I Seel ror more tnfonmatlon see this ,Job's generat notes page and these web sites.. AIPIND www.nloIneftcoml TPD wrw.tl]Inst anal SBM wrwsbr_Industrv,om IM wwwicccafe.ara }�_�__� �� MAR 5, � : " ." ^' .d 4geq§kY4e2 pry„ n ,a � = .3�& gt qE CF r s^,�,.lotoT, 36R,1S ,�����m����� �« MAX. TOT, LD. 60 PSF REF LET -IN VERT DATE 10/O1/14 DRWG GBLLETINi014 DUR, FAC, ANY MAX. SPACING 24,0' m 031 18uat,4snptq=M—aaa iVogS IBdo;sMd}•aa! Hd! Tuoo•allauidlwa GMd,, S40E90W'RI!34Ua3 qaa asayi put OW sa}ou 1w 0 s,qo( sl4y aas uo»e'•IuodLq awu doh TaaS i idt/1[Ntl dad d Orw OIa+MH a4} do Aumq-,ad+ad -a al (w Aldoa^p01404anel 69M L .a ' V' ` _ _ _ _ _ _ •sassnui !0 8-P-JR AU 9 uglytlla}sW J V 'BulddM1is 'B .+q! •ro •I Idl/IStPo N}N asutu�o uqs ul ssn.+y aNy PiT9 0; am4oJ Ruo 'euPo P sMy ANWACDML NV -14 wm.]"p w doi al4(suodsad 4 }a+ Heys vui od' s;uauodu03 Bulp1ra fLL1 $0 —Mjp t 'auidIV ly Q- s-r -4d a"p PwPwys 04. Z-VO91U.1 s0�q.tdp o} da;aa �Q 3 i71�i.Sl� = •asl id T1. 74- ssal� •sYt}aH }ulo!' ?Ny w pua anogo u III p jp .,q O.p puv Av4 11 io �r e11J 4a1 01 selo'I lddtl 'algt0l dt 5t OTH uc 40 EH SM1}�as IS�H ded PalltisW Bupwg ahoy ilt4s LLCJJ� 'sgea do }igodysad Tadaitl ivaweuad d0d uaoys woli0�ol 'BWliaO plBir pa4�t};t Rldadodtl t anaN I-wn bT0i08T213dIH 9M?IQ = _ Pdo4� uayaa4 put ouM}cays lam}x ys Pao» y}o q ado d anoy no4s PAP doy . ay;Apayoq ssalun IS�H dad Buptdq .rouoduay aPlnodd l;44s'sJ. '4-1 •swp xmd asay; Bury�u03dad o} Idd s 14_dd bT/TO/OI 31HQ flN = tyadta doi ctloHs wt Idl Fq 'ugyoVJo;uI I}e)oS 3wu0duo� BuPll� ISJB J. w1yWa }sa}o7 aNy .ono; pw o} dadaa BL{�OJq Pw a+nloysul 'OLgddMs 'BunPut4 •Bulym!•+4ad W adoo auadisa a.gnbad sassndi 3WF1y3 dIH 3321 A13��^ a� �. s UTNI ru H3 1 Dwa snu rn s13MN ro AOTMA I01wa � S QV3a�r�vn ••trrounsn.. 'sull��+�iki1 �i i `���I�I of 00'I=:-Z>l ',4sd Z'b=�Q 31 pulM 'lop uaplsay ll:paulp paq:)o�:p A1,4adoud aq :.snw slauo lin:�oni4.s dx ' o aso Pu A of .Mo ' 6 uoa dw '.4agwnl auld 'OS ag a.snw wagsAs d1L1 paddaq s jo sp.4oq:) 3 II 3 p 1 3 11 d H W ,OE U Obi ZO-L 33Sd doq_ col j 'pa:�o:>1pul a.4aLim wa:.sfs awoud d1N jo sp Aoq:) _Ao 13 dx3 'II :.03 'pasolou3 '01-1 uoaW ,06 `Udw 0bT 'SO-L 33SH doh fold ao� 6upouq ap!no ad o� pau6!sap sl awo �� d1H Ao 'Q dx3 'pasol�u3 � lVO11. 4od '4.6H uoaW ,06 'Lid- 091 '0I-L 33SV .�aun� oo�nussn.d� �Cq papino �d _ awo.4,i d1H uo '3 dx3 'pasopu3 A11'0 ,A'Od 14-6H uoaW ,06 'Lidw 081 '01-L 33Sd l Ao,4 llo:�ap s1H:� asn sassnii wa:.sAS dlH padda:�S —"'�"— rlooq�las 'pauoo4.q.o AI Aadoud puo }ovq_uj aq a.snw sullund 4.1,4 o4 a2 w, do pawwlu4- aol stow spuoq:) awou,4 dlH d, pa,4inba A .4o�oo j uol4.o.4np puo 16u!pool '6ul}old ',Aagwnl '>{oog3.as uo,4 u61sap paloas s,, aaul6u3 aaS .Aaq_�,ag 4o 'apou6 pn:.S 'p.4opuo4.S -i3(j Ao '3H 'auld 'OS 'jdS sl Aagwnl awou j d1H )K g—g uolopa awo,a3 dlH ,6uloods wnwlxow 'o'o ag a sllou S'gx,Tcl,o U4-IM d1N T# o1. pat{ooj.a.o aq oa. awou3 d!q jo p AoLlo wo44og. sllou aS'Ex>TEI.O «) q�1M sa.ulod 6uiddol.4ano po 4.o sdiq padda�,s jo spuoL{o j_old ol- awo A j dlul goo:.4.V -o pjog3 1,104'4'og S )Kawo,a3 dlH oaiv pjogz) paql-oags puo pagoq-!d dlH I# o u 1>1 ooq� su sassnii wa4.SAS dlH paddan,,S -sass ul uowwo3 awo,43 d1H/ d a s11n0.aa aw-OJA diH x •Ani Inui4.uoo tloa.ld u!o:.u!ow o:. s>pof jo a.n:) gwnld a.o sdo4.s awo,4,4 d1H ,�!, 'awoij dlH )K 'ulw '+,YC`M _..... �'�� SNI3ddS -1 � r � iu 9 ' �, �� ,1`�`- r s=y �� +T �i .j/ ��i� ,�?> �1 �, ? �, EY' t� i3 3i�-J — F ' 'lf— ! = y , 3 p� p`C j fy i� Wa } �`�., �c`! $ 0` ``��`` ema,{os»tua Obi IoaauaY xp•aaa WaS �omYs4o;•ua qdl noa•ylwlulPaaa 13NldW .gM m a J a 94S qaa asa4 P' av s4w lwa0 soi Ssas U04d4 J 'Z�aS S 1dL197V .+ad +euds+H &ova !o tea+ sl � Ad aaao.s saw Ja +�„ Pue AsleaaMm a41 ++awe sap a41 J j .cl—aX,w=uod=""a.' Iougssaioad Jo am-od—o s%_F4 'a,"" sm & qsn ad-d �ano� ao a4.o p MO - I— v •aassn.q Ja a41TM9 1 ugYolloYPW YwaP J 'ds1dlnNv 411.wu1 w'aP s14a Japsa aq Yw 11^4s 1 = YuwdroJ aWP1FH n1I Jo wrnam . '..I •suwYRod aYo1d PaaW+Ys aw z-voH1 a9uNwP aY sae+a esWa4Yo Paiw sate 's1m3+a 4.wr• a4,, uo Puo anogn vao4s so 441 Pw s 4 Jo� raoJ �pva oY sayold .(lady •a190 so •.ig �o �g •gH wwyaas IS:1H +ad PalloYsul a4sa�{ array IIWs sgaa Jo 1ujopse.a loaaiol Yuauowad ao3 u oys uoI;,._ 1 6unf_ PIaN P:%4o. RluadoJd a -w 4rw Paaya uoYaaa 4a wyioa4a m mY Y+ P+ ;.4 AVl loud ano4 llo4s Puo�p dC4'aslaaa4lo Paiw s rvn RSJH mad tlupo.p Rao.�otlua} ap�noad 11o4s sdallMsu7 'a+olY�+nd asa4Y a4uuod.+ad oY aq,N sa>Iioo�d 'IYados ui Mas Poo I& R9'ugYuwoiu[ F3aio5 SuwoduoO a4PII� AOH $0 MMIPO Ys 1 a4Y ao1M! Pw of +J+M 'e4pwq Poo eunvns4 rewddMs s4iP�w 'a4Y^�IagoJ w W.. sua,gxa aIplb., sassevl S+i3TNlSta FNMYN SsM NO S31 OMUM �PJrrW�@MaY� M Aaxia1Ny11IIdLLxa S99f9 OW•RI?04w3 awO W.M. 69Ef t A4/WMM.0 NY jj �11 srt src ee tisz r �v�'an dSdLS dSd dSd OI d$dL dSdOti SS 09 QI '1Q1 !1 0 II dg Ot IQ r OZ IQ 71 OE II 31 O OI ST OE t�TOT0I09t1d/\ 9M2{Q bTOZ/TO/OT 31dQ �Id13Q A3IId/\ d3N yrm t rn r. nIt1P •6uloods wnwixow o'o ,#Z :.o sassnur. 6u13uoddnS U'Old ]'o Z vo ! (++) 0-0-OZ A llro-'a(I :)ulorr llroa-aa pu3 pjOg3 w014011 dIH lrouoll•d❑ Aall'OA paggnl•S a -no ajonbS A� tiXb bXz pallrou-ao 6upodS allIDA £Xt (6upodS xoW) 3dS/bXS EXT EXI 0-0-9 EXT EX 'xoW 21 di bXt7 puoN3 o1•4_ g �-- xow : •n3 patio:i.ld tIx 4XZ xoW ZI ZT 4XE 1,0-,yT paaoxa }ou saop �,N6lau lroDla.uaA at44. so 6uol so }ilnq aq Aw suods ua6uol ++ -p.�otgo dol. aq:;. 3o adols aq:i.6uolo paunsroaw sl lalloA atga. tg}oauaq ssnu} ay:} 3o puogD do} aq:i. 6upo Aq 4o3 6uloods ullund aq:i. }roq:i. a}oN x1K1K -u6lsap paloas s,uaaui6u3 uo payloads so 6uprods ullund jo nail ul pasn sassn.a} AalloA Ag u❑ u6isap paloas s,uaaui6ua uo pa13pads aslmuatq}o so uo 'o-o ,yz }o sullund u❑ 'uol4.ollo4•suI ssnu:� AalloA oa. joyd pallddo 6uit4}oa14s paa.rou 'pat4oro44'0 fj Aadoud :tgj.lm paoro Aq aq a.snw 4.as AaproA tggoauaq ssnxi. 3o p,4ot4o dol '4TOT3NVEIM811 DAKI uI umoNs so 6upo aq louo6rolp N1-Im pa}}lw Aad sl qam jo t4}6ual-piw 3p pallddo }up,4say l'OAaa.ro-1 snonu13.uo❑ yxz '}uawaouo,4ulau ,l, jo nail uI -o•o ,9 1.o sliou (,0'E x ,821'0) xoq pOl y4-im patgoroa.a.o 'ua}}aq uo apo.46 puo sapads awros 'clam fo t446ual .08 '4.uawao,4o,4ulau ,l, },xZ Alddo ,6-1- uot4 Jall10:1• sgam AaproA lool�.uaA uo, 'u6isap papas s,.Aaaul6ua uo asim-taq�,o pa13pads ssawn ,sa4_rold aAroM 33g Mil a jo umotgs sa}old 11d 'suagwaw Vx2 a}rourodas wo.j,4 6ul4.00l A",4 jo nail ul pa441wuad aq llotgs 'paulnbau so ua6uol uo '9x2 al6uls ro wo.;j s.aagwaw .4oln6uol.,} pilos so a.no aoi oa. 46noua }uoys SAallon 'umotgs so ono patgol1d uo a xonbs aq Aow p,aolgo woa.:.og 001 = I-ZN 'dsd S=IQ 31 pulM 'Q 'dx3 16ulpling pasolou3 : N6laH uoaW ,OE •Ndw ObT OI-L 33SH u❑ 00'I = 4•zN ',4sd S=IQ 31 pui/'1 '3 'dx3 16ulpling pasopu3 ':I q5IaH uoaW ,OE %idw 091 OT-L 33SH jod palirou-ao4. sliou (,S-E x ,SET,O) xoq p9T (2) tg:i.lm ssnua. 6uq uoddns A,4ana oa. Aall'OA tgooa Ho101-1-d )K)K 'Ja44aol uo Z# I-dQ 'Z#/I# ddS 'E# dS 1?x2 sgaM uaa-}aq JO Z#/I# ddS uo NZ# dS bxZ 10,40tg3 4.0g •ua44aq uo Z# I-dQ 12#/1# ddS 'NZ# dS yxz puoN3 dot -00'I=qzA 13 'dx3 Paso>>u3-�16iaf{--unaw -,.0£- `�1dw Q9I-0I=L-3�-Sd - link aQ Piggyback Detail - ASCE 7-101 160 Mph, 30' Mean Height, Enelos-ed, Exposure C, Kzt=1,0.0___ 160 mph Wind, 30.00 ft Menn Hgt, ASCE 7-10, Enclosed Bldg located anywhere in roof, Exp C, Wind ➢L= 5.0 psf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0, Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purllns. The buliding Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purllns, 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, xx Refer to Ennineer's seated truss desion drawing for oloovback and base truss soeclficatlons. Detail A 1 Purlin Spacing = 24" o,c, or less 12 Up to 12 4 2' / 2' \ urtin Spacing = 24' ox, max Top Chord Scab <Typical Each End) Flat top chord purllns required at both ends and at 24' max o.c. spacing In between. Detail B ' Pur(in Spacing > 24' o,c, Piggyback cap truss slant Walled to all top chord purlin bracing with (2) 16d box nails 0135NM') and secure top chord with 2x4 k3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c, 12 Attach purlin bracing to the flat top chord using n minimum of (2) 16d box nails (0.135'x3.5'), Up to 12 V i i i i 4' 4' P 24n o.ca max ) ax Top Chard Scab (Typical Each End) Chord Full Flnt top chord purllns required at Depth both ends, purlin spacing > 24' o,c. Note- If purllns or, sheathing are not specified on the flat top of the base truss, pur(lns must be Installed at 24' o.c. max. and use Detail A, oVARfOWIO" READ AM FOLLOW ALL NOTES UN THIS DRAVMGI v�`�tL �'11/1-6 -WORranr.. FURNISH TM MVM TD ALL CONTRACTORS INCLUDM THE nISTALLER,& Trusses require exteene care In FAbrlcatin0, handling, shipping, Installing and bracing Refer to and follow the latest edition of .1 Guiding Conponent Safety Information, by TPI and SBCA) for safety practices prior to perfomIng these functlons. Installers chap provide tenporary brocIM per BCSI. Unless noted otherwise, tap chord shall hove properly Attached structural sheathing And botton chord w, shall have properly attached rigid erlUne. Locations shown far pernment lateral rest-Int, of webs ? a � PON� IT I,�,= shall have bncft installed per SCSI sections B3, 97 or 1110, As applicable. Apply plates to each fnca of 'rust and pposhlon As shown above And on the Joint Detass, unless noted otherwise. Refer to draw 16CA-Z for standard plate positions. Alpine, a divlslon of ITV BWId�p Components 6raq, Inc shad not be responoble for nny dew akin from + -0 AN fllNdDMPANY this drawing, Any fall r to build the truss In canformwxe with ANSI/TPI 1, or for handling, shlping, = A7Z 6F Installation 6 bracing of trussas, —A_senLon_tNs_tawlne ar cover pose listing tMs drawing, Wft tat acceptance of professional .;erc.ting for any aUV t— la the responslbllty of the M&IWV D-W— per ANSI/TPI I Sect. 13111 Lakeftont Drive - For more Infcrtwtlon see this ,JAWS general notes page And these web sites, - Eadh City, Mo 63045 ALPM' n►alplmltw.cont TPl, wwwtphhstorgi SBCM wwwsbcIndustrymegi ICG wwwJccso Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 k3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o,c. Attach purlin bracing to the flat top chord using (2) 16d box naps (0.135'x3.5'). The top chord q3 grade 2x4 scab may be replaced with either of the following, (1) 3X8 Trulox plate attached with <8) 0,120'x1.375' nails, (4) Into cap TC L (4) Into base truss TC or <1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0,120'xl.375' nails. Notes 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) 0.12014.375' nails Into cap bottom chord and (4) In base truss top chord. Trutox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'x8'x7/16' (min) APA rated sheathing gussets (each face). Attach @ 8' o.. with (8) 6d common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF N2, full chord depth scabs (each face), Attach @ 8' o.c, with (6) slid 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 Piggyback Plate One 28PB wave piggyback plate to each face @ 8' o,c, Attach teeth to Igg back at time of fabrication. Attach to supl or ing truss with (4) a.120'xl.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 ----C-LR—Reorcing M-ember Substitution 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. Notesi This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6OK) 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 U) scab to each face of web. T-Reinforcement or T-Reinf. L-Reinforcement. or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member, is a minimum 807 of web member length. T-Reinf. L-Reinf. Scab Reinforcement Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'x3.0%min) naps at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab Reinf, - ovARNBxa.■ REAR MD TO AL CO NOTES a rRLc nM THE ■■att'otralr■■ nMaSN naS I1RAtrBIG TO ALL U NOTES ON THIS BIND TIE IIISTALLFRS, •`` vet- A4 "', A �i TC LL PSF REF CLR Subst. Trusses requlre extreme care In fabricating, handU9, ship Mo Instnwnp and brackw. Refer to and .� �� ��' foil.. the latest &moth. of SCSI G.A.Gmg Component SofetY IrMornotion, by TPI and SWA) far safety pprraactices prbr to perforning thew Functions. Llstallers shall provide temporary br.chQ per eCSL ��S Qv �A� /J 1V& -4w TC DL PSF DATE IO�Oly14 DRWG BRCLBSUB1014 r UMesa noted oth¢rrtse, top chord shall hove properly nttnchetl structural she.thinp and bottom chord shorn For permanent lateral of aces shall have a properly attached Npid eellkp. Loa, `Z \ ��C ` �" C DL PSF r� Q it IIJ 1� 1� B7 o t.. to a Apply plates to each face shall havp bradng Insta6ed per Hb. sand .. the J or Details, as unless f truss an! position as shorn above and on the Joint Details, ,micas mated atherdse. �C LL PSF i IL�ILIe� 11 r�� Refer to drnrinps I60A-Z For standard plate positions. Alpine, a diviabn of ITV BWlding Conpanant. Group Inc shall not he responsible for any deviation from _ 1`r �.❑T, LD, PSF AN R\N COMPANY this drornp, any fdlure to bu8 the truss In conformance with ANSI/TPI 1, or for handing, shlppN, Installation 6 hracir,g trusses. 13389 Lakefront Drive of A seat on thb; d-a.Ing or cover page IktbV this drnwhp, Indicates acceptance of professlarml e re•-ponsmlUty solely for the design shown The sultabI.I and use of this d-f--M far` any lure Is the respons9r01ty of the Boding Designer per ANSI/TPI 1 Seca w ey ar p� F�1 t-� r' (,, 0 A 1 4f tl y j6dfi(y DUR, FAC. SPACING Fart City. h MO 630a5 Fa• more Information see this Job's general notes page and these web sitosl ALPINE, wrw.alalneitw.eon, TPI- ..w.t.1-torn SBCA, wr..sheindustrvaro, ICa ...leesaPoaro t0� F4- 1]"it`fe ., to to .9Z • 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 or web member. This design is valid only for single ply trusses with 2x4 or 2x6 broken members, o 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 nalling distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face. Minimum side member length(s) = (2XL) + (B) Scab member length (S) must be within the broken panel, Nall into 2x4 members using two (2) rows at 4' o,c„ rows staggered. Nall into 2x6 members using three (3) rows at 4' o,c„ rows staggered. Nail using 10d box or gun naps (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 ma not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in toads. S L L 4' o,c __� TYpical ~ + 0 + 0 + 0 + 0 0 + 0 + 0 + 0 + —I 2' 1— Stagger + = Back Face 10d Box (0.128' x 3', min) Nails, 0 = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staggered Nail Spacing Detail Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18" 975# 1055# 1295# 1415# Web or Chord 2x4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 9 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# Nlnhtum L Blst¢ncc —WARKNGia READ AND FOLLOV ALL NOTES ITN THIS DRAVlNQ eeiNPGRTANTra FURNISH THIS BRAVING TO ALL CONTRACTORS INCUIDING THE INSTALLERS. REF MEMBER REPAIR Trusses require eztrene care In fabrica", handling• cYtlpPlnp, InsWlUng aM brndnp. Refer to And No, DATE 10/01/14 y follow the latest 0tetlon of BCSI (BuarBng Component Safety Infarn¢tbn, by TPt ontl SBCA) for safety practicvs prior to parformin0 these iuncUons. IMt¢Ilers stall pravltle {enpornry brndrg per BLSL Unless noted otherrise, top chord shall have properly ntt¢ched structural shentrdng and battom der shod have a property attnchetl rlgltl ceaing. Loc¢tlons shorn for permonent lateral restraint of rebs .allh¢ve bracln0 Instnbvd per HCSt sections B3, B7 ar BID, s appllcable. Apply plates to each face - N�, DRWG REPCHRD1014 I� �� aI I 11_110 ILI�II of truss nrd posltlon as shorn above And on the Joint ➢etn4s, unless rated athenise. Refer to draw 16DA-Z for standard plate posltbns. If{TE OF w Jr—� Us 14Ii FTWOOMMW Alpine, a dlvlslon of 1TV B,dltling Components Group Inc shall not be respanslble for any deviation from this cbarbp any Mure to bL&d the truss In confornance vM ANSI/TPI 1, or for hanaw, sWppl Q, hstdlntlon_L,br°cing_ f-Acusses - _ — - A s¢n1-an th[s-rYnrrO-or cov ccep rasFwcl engineering respona0�ity solely for the design sharp. The stitabslty aM use of tMs tlrneing t t if �j _ 0_�_, �/ p / // O for nny etructwe Ls the responslbWty of the Bu0.dNg Designer per ANSI/TPI 1 Sec2 /,(, "� °+�s+` tt SPACING 24.0' MAX fo.ql De Earth LiryeM063045 ALPWE sevApVwitw.cco°nt1°iPI av tp6utbwgj Generalnotes page ICOand these eai Jresofa.arg '�A•,A�'t��,,���` (THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD = LOADING- AND_ ANY TRUSS WEB -CONFIGURATION FOR -24' ❑:C.-_ A STANDARD B❑TTOM CHORD FALSE FRAME DETAILS SPACING AND _10PSF MAX, CEILING LOAD., WITH THE-EXCEPTIONS— 4' 0' OC MAX. LENGTH TOT RIM 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' D.C. MAX., OR SEE NEXT OPTION, - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH), x APPLY REQUIRED BRACING (SEE BELOW). - OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. - FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS) WLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' 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 i USE THIS DETAIL FOR, ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITION :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. DS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME, 5 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, BER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'X 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' D.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,120') x1.375' NAILS INTO EACH MEMBER (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 <ONE FACE ONLY). - weVAWNfaa READ Awe FOLLOW ALL NDTM [IN THIS DRAW �.�' [VIA ..IIIPDRTMTa Fl/BM This DRAVMG TO ALL CONTRACT13RS D[l7.UHM DE B44TA116RS, ��� ,`�"`"I REF BC FILLER Trusses require extreme care o fobrkatLg, handling, trio. Instal and bracing. Refer to and •rf mrr fwm. the wtest edtton of BCS[ tBuld p Component Safet farnatwn, by TP[ or d SBCA) for safety Q \riF_N �fitl DATE 10/01/14 prncUces prior to performing these functlons. [nstaeers shall provide temporary bradnR par BCSL esc noted otherwise, top chrd shalt have prope'Ay attached structural Shea ng and bottom chor \ DRWG REPBCFIL1014 shop have ¢ property attached rigkl celing. Loc¢tions shown for Permanent lateral restraint of webs d �LJ shad have bracing installed s per above and an the J or Det is uniesshno Apply plates to each face a of truss and bracing ins all shown above and an the .mot BID, s, unless le. A Uralse. LI Refer to dra►Ings [6HA-Z for standard plate posltlons. Alpine, a dvision of ITV Buldog Components Group Inc. shall not be responsmle for any deviation fr AN RW[OMPANY tFds drawog any falure to build the truss to conformance with ANSLTPI 1, or fr handling, shipping, .® d� hstnllatbn 6 bracing of trusses. A seat on this draemg r cover page Usking this drawing, bukates acceptance of professmnal -1 englm respo lldtlty- l ty for the design shown, Th. sutablsty ¢nd use of this dra.hV 13369 Lakefront f]dve for any s is the y of the bAdng Designer per XCUTP[ 1 Sec2 Earin City, MO 631145 For more Information see this Job's gener¢l notes Page and these web sites a �►, IiiA1. �t�,, t�` ALPINE, .ww.ntoineitw.rora TPL wwrtoinst.ra, SHCAi wwr.SbnindustrV.oral ad awk—fe.arn 4,. #' it% SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 Mph wind, CAT II, EXP C, 30.00 ft dean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1,00, Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,126'x3,0', min) nails at 8' o,c, plus clusters of four nails where shown in figure below Cam), NOTE: #2 is the minimum lumber grade allowed for all species, N❑TD Add 210# uplift (max,) to reported truss uplift for wall connections. ■■tlratrArmo vl iwscanvNDniG o ALLLEa TRATCTs TWMM INSTARS. .•1� �iy ° T❑TAL T❑P CHORD �� REF 2X4 SCAB ❑,H, DATE 10/Ul/14 Trusses require e.tr—. care In fobr,atlnp, hnntllinp, Shippl+e. lnstal8ng and brach0� Refer to and folto. the latest edltlon of SCSI ®uade,g Component Safety Ittforratlan, by TPI and SSA) for safety �. �Cj��tS'�♦ LOAD NOT T❑ EXCEED 40 PSF practices "r to performing these functbns, Installers stall provltla tergfararyy hratlng per IiCSt. Unless noted ariwr.1.e, top I..M shall have property nA..h.d ct—tu..t sheathing and bottom chord f.� IvO DEAD PLUS LIVE) DRWG OHSCB2X41014 stall have a properly ottnched , ld telling. Locotions sho- for permanent loteral restraint of .ebs Apply face 2� d �� I1--�' sand on 83, S7 or SIO, as applicable. plates to each of truss abr cpiong inn as shorn SCSI sections shall have bracing Installed per above on the Jaht 310, s, uNess natatl othorNse. Refer to dra.ings 160A-Z far standard plate positlons. _ OF II�� AN WOOMPANY R Alpl—, . dvlslon of ITV IhAdIp Components Gm? Inc sha11 not be-.p.-We f— any deviation from this drnWro, any Fa0.ure to btruss iAd the in canfornonce .lth ANSVTPI 1, — for hnntlegn, sWppkV, ATE „ t� hstollntb[LL brac4ig_4LJ+.cEe3• A-sent-an-itds-drasn0-or-cover-w9�-drn.NO.-�+dtCotes-acceptencefesstana tngtneerYg re�m�atty solely far the destpn afmm The sultaper and use of this d —ft — — �s a ♦ R t� IN 13389 La%ehont Olive Car any siructwe Is die M ..Mfty aF the "dMB !✓eslprsr per NSI/TPI I Secz t♦♦♦ ` JQN��'; E.,ih City. MO 63gd8 ALPINE :cwn;mt..con �7Pi':.. tp►c s `sesrr.Aa� :rt � a�,et°ry�.are� icc ::.x wfe.a,� Fpft�� �.��`'� SPACING 24' 12 (2) 16d TOE NAILS 1 !VARIES OPTIONAL SCISSORS BOTTOM CORD (2) 16d TOE NAILS B-0-0 MAX. SPAN ' TYPICAL END JACK (EJ) i N.T.S. 12 1 NAILS vaRlEs Seee Connection Detail Q� I OPTIONAL WEB CONFIGURATION i 3%4 � (4) 16d NAILS See Connection Detail TYPICAL CORNER JACK (CJ) N.T.S. i Jack m a. CONNECTION DETAIL (BJ) (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & BOTTOM �e�GJ 2x4 SYP Nailer 16" Long o��s-0° MAx.Top & Bottom use 16d Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. tz B VARIES '(4) 16d NAILS See Connection Detail 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. TYPICAL CORNED SET INSTALLATION `b TYPICAL LING (P.S.F.) Et VS'- SHINGLES: Sfi MANUEL MARTINEZ, P.E. TOP LIVE LOAD: i 20 ® NO TOP DEAD LOAD, 15 7 BOTTOM DEAD LOAD: 10 10 "'�`� �a FLORIDA REGISTERED ENGINEER TOTAL• ;'. 45 37 ° STRESS !INC. 1.25 1.25 LICENSE # PE 47182 WIND DESIGN: M�X. 160 MPH PER STATE OF . 41J ASCE 7-10 MN(. 24" O.C. **WARNING** Read & Follow all notes on this drawing. i"° ft Furnish this drawing to all Contractors including the installers. d&'q�O..°.. faeeeelsdt