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HomeMy WebLinkAboutTRUSSSCANNED BY at. Lucie COUWW RANEY COMPONENTS aiw 19900 Independence Blvd. Groveland, FI 34736 onlponents, m one: (352)429-9429 ' (352)429-0304 " Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS00038 Printed: Thu, May 17 2018 jov rnTarmar►on: Address: FOR Name and License Number: stomerName: Creekslde Lot 38 i Horton 8709 Cobblestone Dr scription: City, State, Zip: :AB Aria "Cr LL OL Fort Pierce, FL oadin Information• g Roof Loads; Floor Loads: TC Llve: TC Dead: BC Live; BC Dead: TC Llve: TC Dead., SC Live: BC Dead: 20 7 0 10 20 7 0 10 Bldg. Code: Wlnd Std: Wind Speed: Bldg. Useage: Building Type: Wlnd Type; FBC 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages or sheets covered by this seal from:1 thru 29 Total 29 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 AtA 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 A8G 10 A81- 11 B1 12 B2GE 13 C1GE 14 L01 15 L02 16 V1 17 V2 18 MV1 19 MV2 20 ER 21 ERA 22 13J5 23 135A 24 BJ3 25 Bit 26 CJ7 27 UK 28 BJ1L 29 CJ3L C1 Digitally signed by Manuel Martinez 'till $t�l�t p DN:c=US,o=ldenTrustACES Business - a n u e I Representative, ou=M AND E • ASSOCIATES P.A., cn=Manuel Martinez, 9.2342.19200300.100.1.1=A0109800 7 � � '• &OOj484„CFBFE960000211F Date: 2018.05. 14r i1714:42A8 -"OV . � n, 'rr Adobe AcAat DCversion: - �f � 2015.00630418 sa„ • SERIALE Col-bbv 40 015A38 FF 5B 8180 BB 7F48 00 99 2E 95 FB Stab Item ltsstrscrs asxdsralad Er{ taaraxxl Muttnas, n jr1. 0c.947ta2i on the cravt shown aba t wing a SHd,.i actitenticaUm ecde. r'Y�amd cuptaz tt dtxra Aarmnot=Wdrsad sknzdamdssalnd and tf '..%.YA:.SasRlrent;<a9[asw.de rarat.Eassrifted mauldcaronk =Ins. Page 1 of 1 T Job Number: 36CS00038 Ply: 1 SEQN: 6679311 T8 / COMN 4EAB Aria "C" LL OL /DR Horton MEAB Aria "C" LL OL Qty: 7 - FROM: AH DRW: Truss Label: Al Wgt: 224.0 lbs .. / ... 05/17/2018 I" 6'4"9 17'10"8 14'4"8 h 194" } 24'3°8 } 30'9"7 _1 3"�7 38 8" { 6'4"9 16" 6'5'15 4'11°8 4'11'8 6'5'15 1'6' 6'4"9 -4X6 3�f j SEAT PLATE REQ. F_5X6 1112X4 ai4X6 m3X4 m:m m3X4 =4X6 M4 SEAT PLATE REQ. 38'8' -I P' I 6221133 + +2+ h 5"3 �_ 6321359123 411" 194' 257' 266' 395 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: 3.87 It Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "I" reinforcement. 80% length of web member_ Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) DeffiCSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.176 N 999 240 B 1606 1692 / 936 / - / 433 / 8.0 I Lu: NA Cs: NA VERT(TL): 0.454 N 999 180 J 1606 1692 1936 / - /_ 18.0 Snow Duration: NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS HORZ(fL): 0.132 L - - B Min Brg Width Req = 1.9 Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 1.9 Bldg Code: FBC 2017 RES Max TC CSI: 0.645 Bearings B & J are a rigid surface. TPI Std: 2014 Max BC CSI: 0.584 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.573 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Types}: Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17-02.02.1208.15 1 A - B 27 0 F - G 10M 1841 a STATE. OF 40 01 5A 38 FF 58 SIN $B 7F48 00 99 2E 95 FB Tiafs Ltamirashorn akdeunDcs'w(s�nad sr5 xalad tg rRxsxs;7 Msttnmx• F� (FL. Ltc. Cd7tHZ{ � Mmdalr zhmv�n alwc a usu'ng a SNd•1 sir [tst3ritarsa cola. mnmdcopbnafrhsdmeerssastarmmoty d&madsigraclandsraktd sad th¢:�3M"4 zvlhemtiiaSiarasx�la rn�zt 2a sarifed m aarrdactrmnk caIm B - C 1449 - 2955 G - H 1211 '- 2320 C - D 1183 - 2359 H - I 1184 - 2359 D - E 1210 - 2320 I - J 1449 - 2956 E-F 1089 -1841 J-K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens.' Comp. B- R 2583 -1155 O- N 2009 � i- 786 R - Q 2580 -1155 N - M 2581' I, -1159 Q - P 2580 -1155 M - L 2581 -1159 P- O 2008 - 763 L- J 25B4 l l -1159 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. iComp. R - C 278 - 5 O - G 486I - 756 C - P 419 - 604 G - N 460 -164 P-E 460 -164 N-I 4161 -604 E - O 486 - 755 1- L 276' - 6 F - O 1372 - 763 "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) r sa>Pety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly )id ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 610, e. Appty plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of 'INI 1, or Torn acceptance any structure tis drawin any failure to build the on this drawing or cover pa e Le design shown. The suitability -rrn:3r OArj7Y�IIZIirSrltY 1 Job Number: 36CS00038 Ply: 1 SEQN: 667929 / T19 / COMN 4EAB Aria "C" LL OL /DR Horton 14EAB Aria "C" LL OL Qty: 2 FROM: AH DRW. TTruss Label: A1A Wgt 260.4 Ibs .. / ... 05/17/2018 �19'4.'J 2476 1`2 3'1'12 170'4 { r_21'1'12 iP 30'99 I32'3 3896'45 1643T'12 4" i H to b 97X4 e4x6 ®SX16 t12X4 63X4 ®SX10 ®4X6 1117X4 SEAT PLATE REQ. Ft' 6'2°13 62.13 SEAT PLATE REQ. 38'8' 5'9'3 272 '2 3'9"4 3' 3'5'4 2'2'12 59°3 6'2'13 1� 12 14'2°1 18' 21' 24'5°4 26'8° 32'S°3 38'8" L ading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) T LL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# LOG R 1 U / Rw / Rh / RL / W T DL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.187 Q 999 240 B 1523 / 691 / 935 / - / 433 / 8.0 B LL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.515 Q 999 180 L 1523 1691 1935 / - /_ / 8.0 8 DL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.096 N - - Wind reactions based on MWFRS D Is Ld. 37.00 EXP: C HORZ(fL): 0.179 N - - B Min Brg Width Req = 1.8 Mean Height: 15.00 ft N BCLL: 10.00 Code / Misc Criteria CreepFactor. 2.0 L Min Brg Width Req = 1.8 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.597 Bearings B & L are a rigid surface. 9 9 Lo d Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.598 Bearings B & L require a seat plate. Sp cing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.851 Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 I Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1396 -2307 Lu ber B - C 1445 -2779 H -1 1364 -2394 Tochord 2x4 SP #1 C - D 1178 -2167 I - J 1205 -2129 Ii Bo l Chord 2x4 SP #1 D-E 1205-2128 J-K 1178 -2168 We 2x4 SP #3 E - F 1348 -2343 K - L 1445 -2779 li F- G 1359 - 2247 L- M 27 0 Bra ng (a) ontinuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) me ber. Or lx4'7" reinforcement. 80% length of member. Same & SRB better, Chords Tens.Comp. Chords Tens. Comp. web species grade or atta lied with 8d Box or Gun (0.113"x2.5",min.)nails 0$� �r B - W 2427 -1151 R - P 12 -6 @6 oc. r��r* �v�E I W-V 2424-1151 P-O 2424 -1157 Win s Min. a" V - U 2424 -1151 O - N U-T 11 -5 N-L 2424 -1157 2427 -1157 Mem ler design based on both MWFRS and C&C. �� a No 047102 S - Q 1848 -647 S TAT E 0 F $ffi 0"10) lilt SERALt 40 01 5A 38 FF 56 818D 613 7F48 00 99 2E 95 FB r1,7tltamAaabern ckcysa;;nadan9 ssaledhy IAxxrel Marttncr, PE (FL, LEc. G4lLH2! asr tAae?a!¢ sIW wn abcam mr.Sng a SNA•i aR'dj 815t�a tlrsm �`C. Pmtgd cops xvf hk doax—entz not ctamslE< ad stgntd and salad aad tMz, �a�tF asrtlront�crr�.vmwde mrzttxa xsr3f�d maaTdcctmak mylasr Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. W - C 282 - 6 G - Q 941 - 602 C-U 419 -618 Q-R 10 -1 U - E 296 - 730 Q - H 96 -18 U - S 2156 - 888 Q - 1 508 - 245 E - S 283 -13 Q - P 2219 - 938 F-S 104 -16 I-P 361 -845 S-T 22 -1 P-K 419 -617 S - G 908 - 5B5 K - N 282 - 6 "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 f Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly tid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 610, le._ Apply plates to each face, of truss and position as shown above and on the JoinTDetails, unless noted otherwise. (2efer to of any failure to build the g or cover page in. The suitability rrney. oprporrrnts;ur r Job 4EAB Aria" C 3923 ! T7 /SPEC LL OL /DR Horton 14EAB Aria "C" LL OL I Wgt 224.0 Ibs I FROM: At I DRW; 05/17/2018 Truss Label: A2 i 6'4'9 TT6'4'58 IL' 19'8F 4'3'8h 30'"9157 F3'"I 388" 6'4'9 16B 749 60 ®4X6 ®3X4 a3X8 M3X4 B4X6 ®2X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" 6'2'13 5'93 2'1" 10'6" 2'1" 5'9'3 6'2"13 1� 6'2"13 12' 14'1" 247' 26'6" 32'5"3 38'8" Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: N/ TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: C Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Loc. from endwall: not in 4.50 it FT/RT:20(0)/l0(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in too Udell U# LOG R / U / Rw / Rh ! RL / W VERT(LL): 0.176 N 999 240 B 1606 1684 1934 /- 1427 18.0 VERT(TL): 0.454 N 999 180 J 1606 1684 / 934 / - / - 18.0 HORZ(LL): 0.074 L - - Wind reactions based on MWFRS I, HORZ(TL): 0.132 L - - B Min Brg Width Req = 1.9 Creep Factor. 2.0 J Min Big Width Req = 1.9 Max TIC CSI: 0.644 Bearings B & J are a rigid surface. Max BC CSI: 0.5B4 Bearings B & J require a seat plate. Max Web CSI: 0.577 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 F - G 1068 ;-1841 B - C 1429 - 2955 G - H 1191 '- 2320 C - D 1163 -2359 H - 1 1164 -2359 D - E 1190 -2320 I - J 1430 -2956 E- F 1068 -1841 J- K 27 0 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of Same & SRB or better, web member. species grade attached with 8d Box or Gun (0.113"x2.5",min.)nails !M,4� @6"oc. �v�eerr�a' x� �v toe Loading Truss for 20 bottom ,� �e� ,�' �I passed check psf additional chord live load in areas with 42"-high x 24"-wide 047162 clearance. ft" Wind Member design based on both MWFRS and C&C. STATE OFA. 40015A38 FF 58 81 BO BB 7F48 00 99 2E 85 FB Wt Itom'hua bcm asdualad by bta xml Marafter, P4. (FL. Lk.rWw2( on the d.,ft shown abew mmg a StWi aafhessticatkroaza�,ie. ixbo'd ccpmc ihasder,.»,..._. a re outexmidmed signed a ad sealad aml itvx:�.A~3 auffianSraL�exncrxlemutbaa�srif�dasamydectramk axles. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens! ;Comp_ B - R 2583 -1137 O - N 20091 -T72 R - Q 2560 -1137 N - M 2581 .' -1144 Q- P 2580 -1137 M- L 2581 1 -1144 P - O 2008 - 744 L - J 2584I - -1144 i Maximum Web Forces Per Ply (Ibs) Webs Tens.ComD. Webs Tens .IComo. R - C 278 -5 O - G 492I -755 C - P 419 - 604 G - N 460 -164 P - E 460 -164 N - 1 42d - 604 E - O 492 - 754 I - L 278 - 6 O - F 1370 - 768 H, "'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, byY TPI anSBCA) for safety practices pnor to performing these functions. Installers shall provide temporary BCSI. Unless noted oTherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insTalled per BCSI sections B3, B7 or I e. A .pty plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. f2efer to 60A-Z for standard plate positions. a division of 'INI 1,ortorn acceptance any structure lis drawing,any failure to build the on this drawing or cover page ie design shown. The suitability II rtn�: arrr/�anzncxtu �I i IV T Job Number: 36CS00038 Ply: 1 SEQN: 6679211 T6 / HIPS 4EAB Aria "C" LL OL/DR Horton AEAB Aria "C" LL OL Qty: 2 FROM: AH DRW: Truss Label: A3 Wgt: 236.6 Ibs .. / ... 05/17/2018 (a) O ro 132 r 6'4"9 T10' 12'4°8 1T 21'8" i 26'T11 30O 32'4 38'8" _r r 6'4"9 16 4'5"15 + 47'8 + 4'8" �T 47°a 4'5'15 1'6"T 6 Z5X6(R) ®6X6 F G ®2X4 e3X4 m3X6 m3X8 a3X4 a3X6 e3X4 IY2X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" F1' 66'22"1133 I 51T01i I1"4 3''1� 5'10"3r 6213 -1 311112 2111 21132'5"3 388" 1T2 �� ling Criteria (psf) _. 20.00 L: 7.00 _. 0-00 L: 10.00 Ld: 37.00 ' CLL: 10.00 t: 2.00 1 Duration: 1.25 :ima: 24.0 " lord 2x4 SP #1 ord 2x4 SP #1 2x4 SP #3 Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 ft TCDL: 42 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.87It Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 luous lateral restraint equally spaced on Or 1x4 "T" reinforcement. 80% length of fiber. Same species & SRB grade or better, with 8d Box or Gun (0.113"x2.5",min.)nails sed check for 20 psf additional bottom load in areas with 42"-high x 24"-wide design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NP Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.157 P 999 240 VERT(TL): 0.418 P 999 180 HORZ(LL): 0.067 M - - HORZ(TL): 0.123 M - - Creep Factor. 2.0 Max TC CSI: 0.372 Max BC CSI: 0.454 Max Web CSI: 0.690 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1562 1695 / 940 / - / 385 / 8.0 K 1566 / 695 / 940 / - / - 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 K Min Brg Width Req = 1.8 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 G-H 1218 -1969 B - C 1499 -2833 H - 1 1345 -2347 C - D 1326 -2377 1- J 1326 -2386 D - E 1344 -2338 J - K 1500 -2842 E-F 1213 -1951 K-L 27 0 F - G 1153 -1697 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 2468 -1194 P - O 2055 - 953 T - S 2466 -1194 O - N 2055 - 953 S - R 2047 - 924 N - M 2474 -1221 R - Q 2047 - 924 M - K 2476 -1221 Q - P 1702 - 702 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp- ft i STATE OF T-C C-S 230 -6 322 -465 P-G P-H 619 416 -331 S - E 389 -159 H - N 388 -584 -160 �q E 415 N J 322 4 - Q -585 - J-M 230 -464 8 tiyA� Q-G 227 -221 40 01 5A38 FF 50 8160 BB 7F48 00 99 2E 85 FB Thu Itcmk=iaaEaCIE 3 CdS1YSt@audbVr azmlt2Sat{W, MOL. uc."T'l2.l ca the&Iaalzwa abana mboa5HX1 sDatEnt#cattfms eavdm zVbtnd cat sasrtiss docoaxrAwt not carzi&=nd skmeeand sealmd m dti .riiAbl s+.`rAcnt a9isr cndam t mwv'lfbxd raaammyd"tmniz ceplas. `"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! 'IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, bVy TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeny �id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. f2efer to 60A-Z for standard plate positions. of 1 PI 1, or for hi acceptance i any structure ral notes Daoe and its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability PH 1 Sec.2. rvwey om1wnents,uz T III T Job Number: 36CS00038 Ply: 1 1 SEQN: 667919 / T5 / HIPS 4EAB Aria "C" LL OL /DR Horton MEAB Aria "C" LL OL City: 2 FROM: AH DRW: Truss Label: A4 Wgt: 253.4 Ibs .. / ... 05/17/2018 64.9 7'10°a 12'4"7 15 19'4° 23'8• Z6'3'9 309"8 323 38'6" 1 6'4.9 +1'6• �+ 2'7"9 + 4'4" + 4'4• + 27'9 + 4'5.15 f 1'6'� 6'49 SEAT PLATE REQ. 112X4 M5X6 112X4 03X4 a3X6;3X4 m3X8=3X4=3X6a13X4 1123(4 38'8° I'll s'2.13 '}' 2 0" 5 t } t, 1 4• 2 8° za' • 1,11 h 32'5•3 15 2 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.87 It Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C SEAT PLATE REQ. III 6'2"13 �1 3". Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.148 G 999 240 B 1523 / 697 / 938 / - / 345 18.0 I' Lu: NA Cs: NA VERT(TL): 0.407 G 999 180 L 1523 / 697 1938 / - / - 18.0 Snow Duration: NA HORZ(LL): 0.063 N - - Wind reactions based on MWFRS HORZ(TL): 0.118 N - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 2.0 L Min Brg Width Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.381 Bearings B & L are a rigid surface. Bearin s B & L re uire a seat late TPI Std: 2014 Max BC CSI: 0.439 9 q p Rep Factors Used: Yes Max Web CSI: 0.470 I I FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chards Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02 02 1208.15 A - B 27 0 G - H 1272 -,1856 SERIAL #: 40 015A38 FF, 508180 BB 7F48 00 99 2E 85 FB Y{,h itam'hus rsetn a{actx�ska'ffiy sb�ned aasd;ealad by raaraxi tAartinas, PE (FL. ttc.6a7IH2(an tA¢da:ffi zhawn alsawa t:.dng a s1fA"1 asa8tant1ta*AW.1& wbud coptnafthis dost:rmwAate not cunif-ad 4S dand=6d and [isa t is a s,0mtkzUo c a do must bevedfaccd M urydectrmsk cwias.. B - C 1525 -2751 H -1 1336 -20M C - D 1358 -2288 I - J 1377 1-2249 D - E 1377 - 2249 J - K 1358 +- 2288 E- F 1336 -2009 K- L 1525 ; I i 2751 F- G 1272 -1856 L- M 27 ; 0 Maximum Sot Chord Forces Per I Ply (Ibs), Chords Tens.Comp. Chords Tens.! Comp. B - V 2395 -1227 R - Q 17541 j1 - 818 V - U 2393 -1227 Q - P 1965 ; , - 979 U - T 1965 - 949 P - O 1965 - 979 T - S 1965 - 949 O - N 2393 ­1256 S - R 1754 -789 N - L 2395 �' -1256 ill Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp_ V- C 235 - 6 R- H 262 -169 C - U 327 -475 Q - 1 4041 - 529 U - E 355 -161 H - Q 545 - 372 E - S 404 - 529 1-0 355 -161 F - S 545 -372 O - K 327 -475 F - R 262 -169 K - N 235 -8 G - R 224 - 258 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide tempo rar� crnea%I 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 installed per BCSI sections B3, B7 or 10, I as applicable. Appily plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to fnpdnents,ue drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the I truss in conformance with ANSI�PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page _ listing this drawing indicates acceptance of professions 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 ANSIUfPI 1 Sec.2. Far more information see this iob's aeneral notes naae and these web sites: ALPINE: www.al ineitw.com: TPI: www. inst.o • SBCA: www.sbcindu .com; ICC: www.iccsafe.or Job Number: 36CS00038 Ply. 1 SEQN: 667917 / T4 / HIPS 4EAB Aria "C" LL OL /DR Horton 14EAB Aria "C" LL OL Qty: 2 FROM: AH DRW: Truss Label: A5 Wgt: 212.8 Ibs .. / ... 05/17/2018 6'49 13' 19'4" 25'8" 32 37 38'8" 6'4"9 6'7"7 6'4" 6'4" 67"7 64"9 T cn 0 m I = SEAT PLATE REQ. -5X8 1=4 6X4 m4X6-13X4 m3X8 s!3X4s14X6 1112X4 SEAT PLATE REQ. 38'8" 1' 6'2"13 59"3 1' 6'4° 6'4" 1' 5'9"3 6'2"13 1' F 6'2"13 12 13 19'4" 25'8" 26' " 32'5"3 38'8" ling Criteria (psf) Wind Criteria L: 20.00 Wind Sid: ASCE 7-10 L: 7.00 Speed: 160 mph L: 0.00 Enclosure: Closed ,L: 10.00 Risk Category: 11 EXP: C Ld: 37.00 Mean Height: 15.00 ft CLL: 10.00 TCDL: 4.2 psf t: 2.00 BCDL: 6.0 psf I Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 :ing: 24.0 " C&C Dist a: 3.87 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Top hord 2x4 SP #1 Bot ,tlord 2x4 SP #1 Web 2x4 SP #3 sed check for 20 psf additional bottom load in areas with 42"-high x 24"-wide design based on both MWFRS and C&C. a division of Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl ' U# Pf: NA Ce: NA VERT(LL): 0.182 E 999 240 Lu: NA Cs: NA VERT(TL): 0.467 E 999 180 Snow Duration: NA HORZ(LL): 0.074 J - - HORZ(TL): 0.131 J - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.443 TPI Std: 2014 Max BC CSI: 0.573 Rep Factors Used: Yes Max Web CSI: 0.555 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE 1 VIEW Ver: 17.02.02.1208.15 40 01 SA38 FF 5B 8180 BB 7174800 99 2E 85 FB th is Item' has bum ekdr aU zknad=dwaledby Momeac7Marttncr, P. ffi, oei the asa5,s xhaaeaD¢rx u�2og a SHA1 authenticatkm=zI&. sa�md cePkrnixtak dw_crsrt ara net cxamcorod zP�-nui and xalnd and thc.�a�.� aWhentua9i=vxcade mrttt Cm vutfaed es serydcctmn3c css�lox. ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1616 / 699 / 931 / - / 304 18.0 H 1616 /699 /931 /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.9 H Min Brg Width Req = 1.9 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 E- F 1430 - 2366 B - C 1572 -2952 F - G 1372 -2451 C - D 1373 -2451 G - H 1572 -2953 D - E 1430 - 2366 H -1 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 2576 -1273 M - L 2118 - 961 P - O 2573 -1273 L - K 2574 -1303 O - N 2573 -1273 K - J 2574 -1303 N - M 2118 - 931 J - H 2577 -1302 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P-C 247 -4 M-F 356 -215 C - N 379 -505 F - L 437 -171 D - N 437 -171 L - G 378 - 506 D-M 357 -215 G-J 247 -6 E - M 272 -344 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nation, bVy TPI anr7'SBCA) toF safety practices prior to pertorming these functions. Installers shall provide temporarryy s noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly rcations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, rtes to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to any failure to build the g or cover pane m. The suitability trney nmlmnents,,,r I T Job Number: 36CS00038 Ply: 1 SEQN: 667915 / T3 / HIPS 4EAB Aria "C" LL OL /DR Horton MEAB Aria "C" LL OL Qty: 2 FROM: AH DRW: Truss Label: A6 Wgt 224.0 Ibs / ... 05/17/2018 6'4'9 11' 15'11"1 19'4" 22'8"13 2T8" 32'3"7 38'8" 6'4"9 4'7i 4'11"1 3'4"15 3'4"13 4'11"3 4'7°7 64"9 11 0 rIn m4X6 m6X6 112X4 m5X6 112X4 m6X6 D E F G H 112X4 =3X4 =3X6 =3X8 =3X8 =3X6 =3X4 116(4 SEAT PLATE REQ. SEAT PLATE 38'8" 1' 6'2"13 4'9"3 3' i_ 6712 11'11"$ 4'9"3 6713 1' r 6'2"13 11' 14' 1 1111 �r 228"13 T 24 8 3 32'5"3 38'8" 1' 5'11 W ~ 27'8"� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# LOG R / U / Rw / Rh / RL / W B 1523 / 701 / 918 / - / 263 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.177 F 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.487 F 999 180 J 1523 / 701 / 918 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.125 L - - (T) B Min B Width Re 1.8 q Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 it Creep Factor. 2.0 J Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.367 Bearings B & J are a rigid surface. j J Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.495 Bearings B & require a seat plate. � Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.366 Maximum Top Chord Forces Per Ply (Ibs), Loc. from endwall: not in 4.50 it FT/RT.20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens.160 GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver 17.02.02.1208.15 A - B 27 0 F - G 1585I . 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. .No 7162 STATE OF lip 4 40 015A 38 FF 58 81 BO BB 7F48 00 99 2E 95 FB Stitt Item Aasbom elecszcxrira (s3gnad andscaled by Maauci Martinez, Ps (rt. u1:. G4rta2f = the caLtsfwwn abnrom sr�tng a SHb.t =thgm=hzncndt_ Hard cc9isaf ttds dccc =mwe not axW&rad s q;"and sealed and the S'eAa svth,m6=ii=de mmk to arrifcl m mydectrark cmias., B - C 1593 -2735 G - H 1585 -2446 C - D 1469 - 2357 H - 1 1469 2357 D - E 1585 - 2446 I - J 1593 - 2735 E- F 1585 -2446 J- K 27 ! 0 Maximum Bot Chord Forces Per Ply Chords Tens.Comp. Chords Te B- S 2378 -1287 O- N 2 S- R 2376 -1287 N- M 2 R- Q 2053 -1036 M- L 2 Q- P 2053 -1036 L- J 2 P - O 2494 -1303 Maximum Web Forces Per Ply Webs Tens.Comp. Webs S-C 209 -8 F-O C-R 303 -391 G-O D-R 341 -178 O-H D-P 592 -366 H-M E-P 212 -241 M-1 P-F 90 -100 1-L -1066 -1066 -1316 -1316 -99 -242 - 366 -178 -391 -10 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building f Component Safety Information, by TPI anr7 SBCA) y safety practices prior to performing these functions. Installers shall provide temporary [r, bracing per BCSI.. Unless noted IT chord shall have properly attached structural sheathing and bottom chord shall have a propper y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, �! as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Greup 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 essionat engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec. 2. Fnr more infnrrnafinn Ree this inh'R general notes Dane and these web sites: ALPINE: www.alDineihv.com: TPI: wwwAPinst.org: SBCA: www.sbcindustry.aam; ICC: www.jecsafe.orcl Job Number: 36CS00038 Ply: 1 SEQN: 667913 / T2 ! HIPS 4EAB Aria "C" LL OL /DR Horton AEAB Aria "C" LL OL " Qty: 2 FROM: AH DRW: Truss Label: A7 Wgt:222.6 Ibs .. / ... 05117/2018 I; L 4"8 "4 '43'11"2 2+ 3' 64"97 8 54814 7"2 472 8"14 228 8'8" a =4X6 =6X6 =3X4 m5X6 =3X4 =6X6 D E F G H 6(A2) T S R Q P O N M L 1112X4 =3X4 =1-10308 -3X4 =3X8 =3X4 =H0308 =3X4 1112X4 SEAT PLATE REQ. 38'8" SEAT PLATE REQ. 1' 6'2"12 2'94 3' 2'5"6 4'10"10 4'11 0 2'5"6 3' 2'9"4 6'2"12 1' 6'2"12 i 9 �12' } 14'5°6 } 19'4" 24'210 26'8"+ 29'8" + 32'5"4 1 38'8" ling Criteria (psq Wind Criteria Snow Criteria (Pg,P1 in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) _: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W L: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.226 F 999 240 B 1523 1703 / 900 / - / 222 18.0 L: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.619 F 999 180 J 1523 1703 / 900 / - / - / 8.0 L: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.071 L - - Wind reactions based on MWFRS Ld: 37.00 EXP: CHORZ(TL): 0.132 L - - B Min Brg Width Req = 1.8 CLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 1.8 t: 2.00 TCDL: 4.psf BCDL: 5.0 p sf Bldg Cade: FBC 2017 RES Max TC CSI: 0.382 Bearings B & J are a rigid surface. g 9 I Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.474 Bearings B & J require a seat plate. ;ing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.502 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1922 -3066 ber B - C 1617 -2725 G - H 1823 -2879 hord 2x4 SP #1 C - D 1575 -2488 H -1 1575 -2488 chord 2x4 SP #1 D - E 1823 -2879 I - J 1617 - 2725 6 2x4 SP #3 E - F 1922 - 30W J - K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. B-T 2367 -1304 P-0 2908 -1574 T - S 2365 -1304 O - N 2193 -1175 L, MAq '1 was S-R 2193-1145 N-M 2193 -1175 R-Q 2193 -1145 M-L 2365 -1334 Ski Q - P 2908 -1565 L - J 2367 -1333 e . ft, Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T-C 156 -12 P-G 222 -123 '* C - S 247 - 266 G - O 345 - 466 'E OF� D - S 315 -199 O - H 892 - 537 D - Q 892 - 537 M -1 247 -266 Q - E 345 -466 H - M 315 -199 FP � I L 156 -14 -1165 _ 40 01 SA38 FF SO SI Pr0 BB 7F48 00 99 2ES5 FB Mix 1tatnfro Fsc alcamrstraysigaed wo=afadby Mar.AMnkha'r' PE `�., ltS.dAIk53}e£I;�ttffi �3ffi51N76Yf}'0b419�d.a4ti�a SiF�•3 ih: t%f 2f irssa&ft Cade. �r�rtnd cc�aith� do-_c�as�st ma nate�aayY�csod s�nasisnd zealad arb ti'c �,ti-3 autbent`xaY�as cage rav�stba vsrif� rsn amydectrank rsn lm "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin�g shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anc7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary id SI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progefly eceilingg Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 10, e.^ App?j plates to each face. of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to of any its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability rrne� anrfronerrrs ux r T Job Number: Ply. Tr ss Label: A8G O /DR Horton MEAB Aria "C" LL OL I Wgt 1214.2 Ibs I FROM: GM905 / T1 !SPEC I DRW; 05/17/2018 I SEQN: 7' 2 1 1"2 I 28'425 + 38'8" } '16 "123'3" I 9 4 '87' 4191AN MIS 5'4"1 H T v5X8 �4X4 m6X6 112X4 12 C D E F G T 6 I iv (a) (a) 0 o m4X6(A2) B A J =3X6(A �*_ K - ' ' Q P O N 'M m5 2 L ' ' " t13X4 1114X4(R) =3X8 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 20'8" 5'8" 12'4" ,I 4'4"6 + 462 + 47"14 5'6"2 2'9°12 T1"12 11'8"2 16'0A 20'8"2 26-2"4 29' 38'8" I III II Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.085 Q 999 240 B 1577 1765 / - / - / - 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.243 Q 999 180 N- 587 1278 / - / - / - 168.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.031 N - - J 383 / 173 / - / - / - 18.0 I Des EXP: C HORZ L 0.059 N - - ) M 1116 .00 NCBCLL: 10.00 Mean Height: 15.00 ft g Code / Misc Criteria Creep Factor. 2.0 Wind reactions based on MWFRS I Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.690 B Min Brg Width Req = 1.9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.611 N Min Brg Width Req = - J Min Brg Width Req = 1.5 Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.890 Bearings B, N, & J are Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings B, N, & J require a seat plate. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Maximum Top Chord Forces Per Ply (Ibs) Lumber Wind Chords Tens.Comp. Chords Tens. Camp. Top chord 2x4 SP #1 Wind loads and reactions based on MWFRS. A - B 27 -20 F - G 1460 ' -735 Bot chord 2x4 SP #1 B - C 1370 -2824 G - H 210 ; -164 Webs 2x4 SP #3 C - D 1073 -2253 H -1 213 -175 Bracing D - E 433 -990 I - J 160 ,, -295 (a) Continuous lateral restraint equally spaced on E - F 1460 -734 J - K 27, i, -20 member. Or 1x4 "T" reinforcement- 60% length of Same & SRB better, I I Maximum Bot Chord Forces Per Ply (lb s) web member. species grade or attached with 8d Box or Gun (0.113"x2.5",min.)nails y Chords Tens.Comp. Chords Tens.I,Comp. @6"oc. B-Q 2451 -1165 N-M 3119, -572 Special Loads Q - P 2480 -1169 M - L 312 -562 --(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) +� ? m �a '7182O P - O 2212 -1064 L - J 264 -100 N 878 TC: From 56 plf at -1.00 to 56 plf at 7.00 - -388 TC: From 28 pit at 7.00 to 28 pif at 19.06 06, ', TC: From 56 pit at 19.06 to 56 pit at 39.67 Maximum Web Forces Per Ply (Ibs) BC: From 4 plf at -1.00 to 4 pit at 0.00 +r 10 Webs Tens.Comp. Webs Tens , Comp. BC: From 20 plf at BC: From 10 pit at 0.00 to 20 plf at 7.03 7.03 to 10 plf at 19.06 OF C - Q 707 -10B F - N 302 -434 BC: From 20 plf at BC: From 4 If 19.06 to 20 pit at 38.67 38.67 to 4 If 39.67,` + 0 * %i C - P 123 - 303 N - G 441 -1053 at at P P TC: lb Conc. Load P- D 507 -106 M- G 156 285 at .03 *ems D - O 825 -1613 G - L 772 - 353 TC: 171 lb Conc. Load 171 17.06 at .06,11.06,13.06,15.06 9 9 06y��� O- N 1447 -2965 L- IL 234 -344 TC. 174 Ib .,one. Load at 1 . y1314 It BC: 538 Ib Conc_ Load at 7.03 SERIAL A' BC: 127 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,19.06 qg 015A 38 FF 56 8180 BB 7F 48 (ri} 99 2E 85 FB ThL Itmds fddhy Manuel Martin", Plating Notes nm tec.x�ztszfcn�®natashawnaEemw�neasxa> aGNi eGf.°+G732uY �BdC. All plates are 5X6 except as noted. Ca3serdecp ad'ttusdk•^-^•amnct[c W&wd%fgnovdmdsealed and t1w StA-1 zsalhenGca2itasasdcmet Cffirnrit7ed m mirdectmak cnTlas_ "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! `IMPORTANT•" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of inqp Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the 31 PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page is acceptance of pro essiona engineering responsibility solely for the design shown. The suitability tr any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. Job Number: 36CS00038 Ply: 2 SEQN: 667911 / T21 / HIPS 4EAB Aria "C" LL OL /DR Horton MEAB Aria "C" LL OL Qty: 1 FROM: GM DRW: Truss Label: A8L Wgt: 270.2 Ibs / ... 05117/2018 37"12 T 11'4"4 15'5" 19'4" 23'3" 27'3"12 31'8" 35'04 37"12 3'4"4 4'4"4 4'0"12 Tl1" 3'11" 4'0"12 4'4"4 3'4"4 37"12 T 0 =4Xi =6X8 !M3X4 8 o7XB ae3X4 8 12 D E F=,VA G H I=IVA =PVQJ FPF'li I;F,mh4�, . Now SEAT PLATE REQ. T ��XM6(A1) I� T S - R Q =8X10p O N =3X4 m4X4 m7X8 r-3X8 m4X4 m3X4 SEAT PLATE REQ. 38'8" T 4'00112 44"4 4T 8T 1138'8°F' "2 1477"4 31� ling Criteria (psf) Wind Criteria L: 20.00 Wind Sid: ASCE 7-10 L: 7.00 Speed: 160 mph L: 0.00 Enclosure: Closed L: 10.00 Risk Category: II EXP: C Ld: 37.00 Mean Height: 15.00 it CLL: 0.00 TCDL: 4.2 psf t: 2.00 BCDL: 5.0 psf I Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 :ing: 24.0 " C&C Dist a: 3.87 it Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lord 2x4 SP 91 :TC2 2x6 SP #1: ord 2x6 SP M-26 2x4 SP #3 :W3 2x4 SP #1: Nail' chedule:0.12Il 3, min. nails Top hord: 1 Raw @12.00" o.c. Bot hord: 1 Row @12.00" o.c. Web : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in ea row to avoid splitting. #1 hioi supports 7-0-0 jacks with no webs. Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL Pf: NA Ce: NA VERT(LL): 0.247 G 999 240 B 3058 / 1391 / - /_ / - Lu: NA Cs: NA VERT(TL): 0.686 G 986 180 L 3059 / 1392 / - /_ /_ SnowDuration: NA HORZ(LL): 0.050 D - - Wind reactions based on MWFRS HORZ(TL): 0.095 D - - B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 L Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.227 Bearings B & L are a rigid surface. TPI Std: 2014 Max BC CSI: 0.276 Bearings B & L require a seat plate. Rep Factors Used: No Max Web CSI: 0.273 /W / 8.0 18.0 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A - B 13 -10 G - H 2O45 -4568 B - C 1413 - 3094 H - I 1949 - 4356 C - D 1366 - 3050 I - J 1684 - 375B D - E 1683 - 3757 J - K 1366 - 3051 E - F 1949 - 4355 K - L 1414 - 3095 F - G 2045 -456B L - M 13 -10 40 015A38 FF 5B 8180 BB 7F49 00 99 2E 85 FB rt,It Itemtras bocnclettr }s rcd aas9 scaled by YA.a lMarttnea, PE(rl. ttc.C471321 M0hadate shcvarcabw minga SHA•I atatls enffientdess zada. Ptrmtad ccipto 0101s dw.cr=arc nut CM-z1 esad*ptdand sealed AM*4SH.A.'A ar, anGca;Censadcmetlaaweraf2ed rnserydactrank ,=10L Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - T 2742 -1246 Q - P 4390 -1971 T - S 2729 -1216 P - O 3822 -1719 S - R 3822 -1719 O - N 2730 -1217 R - Q 4389 -1971 N - L 2743 -1247 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - T 34 -15 Q - H 236 -98 D - T 300 - 67 H - P 253 - 395 D - S 1343 -609 P - 1 717 -309 S - E 428 - 764 1-0 428 - 764 E - R 718 - 309 O - J 1343 - 609 R - F 254 - 395 J - N 300 -68 F - Q 236 - 9B N - K 34 -15 G - Q 179 - 223 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ,lid ceilingg Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B70, e.- Apply plates to each face_ of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to of i NI i , or tar han acceptance of any structure is failure to build the g or cover pacie. _ in. The sui blllty aney. nm/wrrents. to r T Job Number: 36CS00038 Ply: 1 SEQN: 667887 / T18 / COMN 4EAB Aria "C" LL OL /DR Horton 14EAB Aria "C" LL OL Qty: 3 FROM: AH DRW: Truss Label: 131 Wgt: 93.8 Ibs / ... 05/17/2018 L 5'1"4 918" ll ' '4 18, r 5'1"4 F 46"12 F 2'104 + 55"12 { D=5X6 12 6 %2X4 C co N E %3X4 � to F 3X4 N m2X4(A1) B G 1113X10(E5) A , 1 J - H SEAT PLATE REQ. SEAT PLATE REQ. 12'8" 1 918" 3' 918" I 12'8" i SEAT PLATE REQ. 5'4" —� S'4" 18' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) I I TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph PY NA Ce: NA VERT(LL): -0.047 F 999 240 B 592 1289 / 357 1- / 194 / 8.0 j BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.063 F 999 180 H 542 1176 1374 / - ! - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.030 F - - J 329 / 178 1230 / - ! - / 8.0 EXP: C HORZ L : 0.033 F - - Des Ld: 37.00 Mean Height: 15.00 ft �) 9 Wind reactions based on MWFRS I NCBCLL: Code / Misc Criteria CreepFactor. 2.0 00 TCDL:.4.2 psf B Min Brg Width Req = 1.5 H Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.365 2. P J Min Big Width Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to 11/2 TPI Std: 2014 Max BC CSI: 0.516 I Bearings B, H, & J are rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.185 Bearings B, H, & J require a seat plate. I Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. ;Camp. Lumber A - B 27 0 D - E 6W , j -428 ToNord 2x4 SP #1 P B - C 857 - 752 E - F 565 i - 311 Bot chord 2x4 SP #1 Webs 2x4 SP #3 C - D 603 -447 F - G 576; -362 :Rt Slider 2x8 SP #1: BLOCK LENGTH = 1.500' Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens., ;Comp. Member design based on both MWFRS and C&C. �' B - I 636 - 720 H - G 241 -356 I - H 244 - 363 �e7 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens.�,Comp. eNo 04718 C -1 482 - 338 I - E 36fi I -175 e D - I 230 -300 E - H 419 -485 STATEft . ON SERALt l 01SA38FF5091BOBB7F4900992€85FB rtrM ItamixJaert aktaards-a�{s�aad �a9 sealcdfry Maaxx3 rAartks� ��(r�,.t�-�caaez(an�,er�aawaaccr�u.rrgsst�i asa£ianticrterr,sa9c. e r�tad c�t�ch+s dorr;t era t�ntax�caad �gmaxiaatd sxalm+t src the',.i9tt.1 sc�vank`i©sr�Se mast frmvsrific�ore a�r�actra�ak =pips. '"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety Information, ba�rr TPI an tc safety practices prior to performing these functions. Installers shall provide temporary bottom have bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and chord shall a properly 1 attached Lipid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 10, om xrrtcrrts nr Apply to face truss as shown above and on the Join Details, unless noted otherwise_ kefer to as applicable. plates each of and position drawings 160A-Z far standard plate positions. i . 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 handlia shipping, installation and bracing of trusses.A seal on this rawing or cover page_ _ The listing this drawing indicates acceptance of pro essional engineering responsibility solely for the design shown. and use of this drawing for any structure Is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2. suitability Job Number: 36CS00038 4EAB Aria "C" LL OL /DR Horton MEAB Aria "C" LL OL (Truss Label: 132GE 9'8. 9'8" Wgt 1110.E Ibs I FROM: AH 888 I T17 I GABL I DRW; 19'4" f' 1'8" -+1-4" -1 (TYP) I =4X4 ling Criteria (psf) Wind Criteria L: 20.00 Wind Std: ASCE 7-10 L: 7.00 Speed: 160 mph L: 0.00 Enclosure: Closed iL: 10.00 Risk Category: II EXP: C Ld: 37.00 Mean Height: 15.00 ft iCLL: 10.00 TCDL: 4.2 psf t: 2.00 BCDL: 6.0 psf I Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 ;ing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 'cord 2x4 SP #1 lord 2x4 SP #1 2x4 SP #3 Piatj�g Notes All plates are 2X4 except as noted. 19'4" 05/17/2018 19'4" 19'4" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL 1 W B• 93 142 / 51 ! - / 16 1156 Pf: NA Ce: NA VERT(LL): -0.022 L 999 240 Lu: NA Cs: NA VERT(TL): 0.041 L 999 180 X` 159 / 73 / 104 / - If- / 24.0 Snow Duration: NA HORZ(LL): 0.013 L - - Wind reactions based on MWFRS HORZ(TL): 0.015 L - - Creep Factor. 2.0 B Min Brg Width Req = - X Min Brg Width Req = - Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.295 Bearings B & M are a rigid surface. TPI Std: 2014 Max BC CSI: 0.228 Rep Factors Used: Yes FT/RT:20(0)110(0) Max Web CSI: 0.076 Mfg Specified Camber: Maximum Top Chord Forces Per Chords Tens.Comp. Chords Ply (Ibs) Tens. Comp. A - B 27 0 G - H 254 -46 Plate Type(s): VIEW Ver: 17.02.02.1208.15 WAVE B - C 83 -119 H -1 C-D 85 -102 I-J 309 322 -48 -47 D-E 108 -81 J-K 307 -72 E-F 155 -61 K-L 239 -38 F - G 203 -48 L - M 103 -103 Mein'I er design based on both MWFRS and C&C. Addi�ionalNotes See OWGS A16015ENC101014 & GBLLETIN1014 for gablel',I ind bracing and other requirements. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B-W 137 -107 R-Q 158 -112 W - V 145 -108 Q - P 107 -68 V - U 150 -109 P - O 104 -68 U-T 152 -110 O-N 103 -67 T-S 154 -110 N-M 201 -131 S-R 156 -111 ew Maximum Gable Forces Per Ply (Ibs) ' , Gables Tens.Comp. Gables Tens. Comp. a "P e C-W 117 -55 D-V 106 -75 H-R Q-1 188 0 -82 -177 r. E-U 99 -73 F - T 100 -73 P-J O - K 136 221 -18 -158 lop. G-S 153 -73 N-L 307 -146 40 01 SA38 FF 513 81.80 BB 7F48 00 99 2E 95 FB s7altftet°c3rssbzencksesz}ztr�ncd.an�s�,aled"�y 4drassu�tMartints, PE `FL, tk.047.1921 wthe data shown ab we rringa smut. �xhen�azaada. metedcca &Jtfd. d===to fiat maxi6wmdskmadardmAd ar b ti�s.::er.R-I av^t5�ent�r43�c eddc must he aredtPd rna� dectmr� uryeAF.. *'WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ?wire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, byy TPI and'SBCA) satipety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly 5id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, e. AppTy plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to 60A-Z for standard plate positions. of ITW BuildinffLLComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the nce with ANSITfPI 1, or for handlin shipping, installation and bracing of trusses.A seal on this drawing or cover page_ ing indicates acceptance of professronat engmeen responsibility solely for the design shown. The su!tabilfty r,awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. rtne`i ampnnen ,tr I M Job 4EAB Aria" C 36CS00038 Ply.LL OL /DR Horton 14EAB Aria "C" LL OL I Wgt 11 Ibs I FROM: AH SEQN:889 / T9 / GABL I DRW / 05/17YL018 I Truss Label: C1GE T M C1V 1 4'2" 8'4" 4'2" 4'2" f - - 1'6" —+_ 1'4" --{ (TYP) 12 6 F,;;- D C E=4X4 F G 2X4(A1) B HR� =2X4(A1) 22 A Li U U U LiI N M L K J SEAT PLATE REQ. SEAT PLATE REQ. 8'4" 1 I 8.4" 8'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) j TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.018 K 999 240 B 375 / 173 / 251 /- / 118 / 8.0 i BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(iL): 0.021 M 999 180 H 375 1173 / 251 / - /- 18.0 I' BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.009 D - - Wind reactions based on MWFRS j EXP: C HORZ L 0.009 D - - B Min Br Width Re 1.5 Des Ld: 37.00 (T )= g q = Mean Height: 15.00 ft Code I Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 1.5 NCBCLL: 10.00 P i TCDL: 4.2 psf Bearings B & H are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.187 TPI Std: 2014 Max BC CSI: 0.147 Bearings B & H require a seat plate, Load Duration: 1.25 MWFRS Parallel Dist: 0 to h!2 i Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.05E Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. ;Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F 573 -349 Lumber B - C 499 -386 F - G 531 -368 To chord 2x4 SP #1 C - D 530 -368 G - H 500 -386 p D- E 573 -349 H -1 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens., Comp. All plates are 2X4 except as noted. B - N 316 -282 L - K 313 j -272 Wind y N-M 315 -276 K-J 315, -278 M - L 313 -272 J - H 3161 -295 Member design based on both MWFRS and C&C. MA;? - Additional Notes �sf �n�* Maximum Gable Forces Per Ply (Ibs) See DWGS A16015ENG101014 & GBLLETIN1014 for ' � `>sP Gables Tens.Comp. Gables Tens.1 Comp. gable wind bracing and other requirements. No 0471812i C - N 91 -15 K - F 1481 -36 * D-M 148 -36 J-G 91 -15 Met E - L 152 -237 * r STATE OF R OR j A� 40 015A 38 FF 5B 8180 6B 7F48 00 99 2E 95 FB This Iten'hrs bttn eltthwkAay*mad aced=led by tAa IMarcia". PE (R. Itc. Gt71921 an tine dad"stwwn aban s.-ano a si%Acl antltanCcativa"ada Pr3amd 4n asnfthis docuamAat not amsiacrad signed a a ad staled am ct9e°SRA l asattien6mtim code m st be vedfsd eawfclectrank -VIOL "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building I Componen[ Safety Informatien, by TPI and'SBCA) foi safety practices prior to performing these functions. Installers shall provide temporary �r�y, bracing per BCSI.. Unless noted o herwise,top chord s11 hall have properly attached structural sheathingg and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTailed per BCSI sections 1 B7 or B10, om �nnznts,au as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to 1 _ 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 I truss in conformance with ANSI PI 1, or for handlia shipping, installation and bracing of trusses.A seal on this drawing or cover pa e _ , listing this drawingy indicates acceptance of pro essioni 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 ANSI1TP1 1 Sec.2, For more information see this jolYs general notes page and Ihese web sites: ALPINE: www.al inedw.com: TPI: www. inst.o ; SBCA: www.sbcindu .com: [CC: www.iccsafe.or IJob Number: ,I 4EEAi B Aria Label L01S L /DR Horton AEAB Aria "C" LL OL I Wgt,37.8 Ibs I FROM: AH 890 / T26 / COMN I DRW % 05117/2018 I 5' 10, 5' 5' C=4X4 T 12 6 p M O N 1-2X4(A1)B D=2X4(A2X4 1� p g,9"8 h 3 5' 5' 1 5' 10' ling Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) _. 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W B 438 / 225 / 425 / - / 134 / 3.5 L: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.012 F 999 240 _. 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.017 F 999 180 D 438 / 220 / 257 ! - / - / 3.5 L: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.005 F - - Wind reactions based on MWFRS Lc: 37 EXP: C.00 HORZ(TL): 0.005 F - - B Min Big Width Req = 1.5 Code / Misc Criteria CLL: 10.00 Mean Height: 15.00 ft CreepFactor. 2.0 D Min Brg Width Req = 1.5 t: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.291 Bearings B & D are a rigid surface. g 9 1 Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.263 ;ing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.091 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. A - B 27 0 C - D 796 -503 GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE B - C 830 -503 D - E 27 0 1 To lichord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. We's2x4SP93 B - F 428 -611 F - D 428 -fill Wi d Me 11ber design based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) Left n;t right cantilevers are exposed to wind Webs Tens.Comp. �� 81it��:8 Left oftom chord exposed to wind. C - F 306 -424 ��0#. as �, '. rc No 0471, STATE F tiro %�� ♦ 'M Al 040114o� SERIAL * 40 015A38 FF 50 8180 887F48 00 99 2E 85 FB Thu Item tw bem ekdrar&23y s4ned 3A6=led by tAaaa.ml Marma r, n (n.. Lk. 047is21(M 0a date, sha— abets¢ sang a SRTvl sutcndsallzn aadx rs�tnd cgpt�s�xtds dsxxsa^,.rrt arm nrnccrmidcrad srb-ncd and scaled grad tF¢ 5r7A.•i authent�cast¢racc�a ns=st Let ardfded rn aerpdcctrassk cT4:ins.. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses quire extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Compon 'n Safety Information, by TPI and SBCA) t safety practices prior to performing these functions. Installers shall provide temporary nrrey bracing br BCSL Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly at rappid ceilmq Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, onr �ontnrs,arr as appli ble. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to i drawings 160A-Z for standard plate positions. Alpine, a ivision of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in nformance with ANSIPI1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page. listing th s 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 Building Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00038 Ply: 1 SEQN: 667907 / T27 / HIPS 4EAB Aria "C" LL OL /DR Horton 14EAB Aria "C" LL OL Qty: 1 FROM: AH DRW. Truss Label: L02 I Wgt: 44.8 Ibs / .. 05117/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration:1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 12 6 2X4(A1) B 3' 7' 10, 3' 4' f' 3' l =_g4 = JA4 E=2X4(A1) I WIL 919"8 1i'4 1' { 3'1"12 + 3'6 12 h 3'3'8 } 1 3'1 "12 6'8"8 10, Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist w 3.00 it Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Loading #1 hip supports 3-0-0 jacks with no webs. Left side jacks have 3-0-0 setback with 0-1A cant and 1-0-0 overhang. End jacks have 3-0-0 setback with 0-1A cant and 1-0-0 overhang. Right side jacks have 3-0-0 setback with 0-1.4 cant and 0-0-0 overhang. Wind Wind loads and reactions based on MWFRS. Left and right cantilevers are exposed to wind Left bottom chord exposed to wind. r n CV `1 Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U ! Rw / Rh ! RL / W Pf. NA Ce: NA VERT(LL): 0.013 G 999 240 B 568 1271 / - 1- ! - 13.5 Lu: NA Cs: NA VERT(TL): 0.035 G 999 180 E 568 1271 / - / - 1- 13.5 I Snow Duration: NA HORZ(LL): 0.005 G - - Wind reactions based on MWFRS I' HORZ(TL): 0.010 G - - B Min Brg Width Req = 1.5 I Code / Misc Criteria Creep Factor: 2.0 E Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.184 Bearings B & E are a rigid surface. j TPI Std: 2014 Max BC CSI: 0.170 Rep Factors Used: No Max Web CSI: 0.063 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ Plate Type(s): A - B 27 -20 D - E 379 ' -840 WAVE VIEW Ver: 17.02.02.1208.15 B - C 379 -846 E - F 27 -20 C-D 318 -755 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. ' Comp. B-H 729 -318 G-E I 725-1 -318 H-G 744 -318 Maximum Web Forces Per Ply (Ibs) i Webs Tens.Comp. Webs Tens! CComp. r��da °ors Q �'O C- H 162 0 G- D C - G 12 0 1651' 0 ' MV No 4)4718,2 4001SA38FF5B81808137F4900992E85F3 Thu Item by tAa e9 NAarttn'ca, M m. t e.C4n32t cntt�m dare sfimvu above w.#eg a 5N7wL sant=&Mmdn, &tea! c�Fasadxf� doax»arras eianatcdma9 si�na�an�.malav and the T +anrsiatimvs desn�t Lain m&,d Mmyyd"MrAz C=UL "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building [ Safety Information bV TPI anct'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary r BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeny aid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, le. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of `l PI 1, or for n acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 36CS00038 Ply: 1 SEQN: 667891 / T28 / VAL 4EAB Aria "C" LL OL /DR Horton 14EAB'Ada "C" LL OL Qty: 1 FROM: GM DRW: Truss Label: V1 Wgt: 26.2 Ibs / ... 05/1712018 3'11"8 7.11" 3'11 "8 3'11 "8 12 B=4X4 6 iv =3X4(D1) =3X4(D1) A C 1Li E D 1112X4 it f 7'11" 311"8 3'11"8 3'11"8 7-11" L Ipd!ng Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF T LL. 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 E- 73 128 134 /- l 8 / 95.0 T DL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.009 D 999 240 B ,LL: 0.00 " Enclosure: Closed Risk Category: II 9 ry- Lu: NA Cs: NA CtL) VERT : 0.016 D 999 180 Wind reactions based on MWFRS B DL: 10.00 s C Snow Duration: NA HORZ(LL): 0.004 D - - E Min Brg Width Req = - Bearing E is D Ld: 37.00 ea. M Mean Height: 15.00 It HORZ(fL): 0.005 D - - CreepFactor. 2.0 a rigid surface. Code / Misc Criteria N �CLL: 10.00 TCDL: 4.2 psf So t: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.141 Maximum Top Chord Forces Per Ply (Ibs) Lo d Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.121 Chords Tens.Comp. Chords Tens. Comp. A - B 200 -178 B - C 200 -178 Sp cing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.109 Loc. from endwall: not in 9.00 It FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ve'r: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Chords Tens.Comp. Chords Tens. Comp. Lu Aber J A- D 235 -146 D- C 235 -146 Top ichord 2x4 SP #1 Bot chord 2x4 SP #1 We '$ 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Win Me ber design based on both MWFRS and C&C. B D 366 309 Add tonal Notes See WG VAL160101014 for valley details. A No 0471'02 A tw STATE O I 40 015A38 FF 56 8180 313 7F48 00 99 2E 85 FB Thk%nod aid =afcdbyMAa iMarmet,. P£ (:'3.. t[a.94lui2( as Ot data shavm 4ba m tring aSK4.1 xr.^t9smn+itatie�suxdc. �rsscedcg7ms tx$af�.dwt�,aastara "xrt[tmsv�r"d Sa�russizrzSV :waled arsethe VAlW_1hWd0*-A Code, rat: kt4 VU11'�dCAazydedratik seplat. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS lequire Trusses extreme care in fabricating, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compon jlf Safety Information, by TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary rmey bracingppp r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache ggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, rlrntrrrsne as appli ble. Apply plates to each face of truss and as the Join Details, kefer position shown above and on f unless noted otherwise, to t drawings 60A-Z for standard plate positions. Alpine, a (vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss to nformancewith ANSIg Pl 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 this yawing for is the IIof any structure responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more infdimation see this lob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o : SBCA: www.sbdndu .com; ICC: www.iccsafe.or r E Job Number: 36CS00038 Ply: 1 SEQN: 667892 / T22 / VAL 4EAB Aria "C" LL OL /DR Horton MEAB Aria "C" LL OL Qty: 1 FROM: GM tDRW: Truss Label: V2 Wgt: 16.8 Ibs / ... 05/17/2018 1'11"8 3'11" 111 "8 1'11 "8 12 6 T-3X4(D1) B-3X4 3X4(D1) A C � D i 3'11" 3'11" 3'11" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.004 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.008 999 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.001 - - EXP: C HORZ L 0.002 Des .00 Mean Height: 15.00 ft ) NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 TCDL: 4.2 psf BldgCode: FBC 2017 RES Max TC CSI: 0.058 Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0.069 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. FEN No 047i82 ter: '� « •: STATE #� 1* 4 40 015A38 FF 5881,80 Ba 7F48 00 99 2E 85 FB rri4E IEctn'has &seen tlscttatiraijsnea`.amd seaica 6y rAasus3 nrtxrthc :E'EtrL. lis.CATE92(crf t>fedalc shcrin n6£Ysa cce�ng s SNd 3 a��enCuaas�Ja, Eea empusaiti�x d�xcrxr�:eneotcrmexi&cea at3a:eala3E amd ttn_.S A 2 authent iaSmcoda mu k t e *WfW m amydeamnk. c mja» ♦Maximum Reactions (Ibs), or`=PLF I I, Loc R /U /Rw /Rh /RL /W D" 70 / 22 131 / - J 6 / 47.O I Wind reactions based on MWFRS D Min Brg Width Req = - Bearing D is a rigid surface. I� Maximum Top Chord Forces Per Ply (Ibs); Chords Tens.Comp. Chords Tens. Comp. A-B 188 -162 B-C 188 1-162 Maximum Bot Chord Forces Per Ply (Ibs), Chords Tens.Comp. A-C 158 -149 -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building i Safety Information, by TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, e. Appily plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Nifer to 60A-Z for standard plate positions. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ! conformance with ANSI/TPI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drawing or cover page_ this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability ;e of this yawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 UEZ ur Job Number: 36CS00038 4EAB Aria "C" LL OL /DR Horton MEAB Aria "C" LL OL Truss Label: MV1 - m Wgt 114.0 Ibs I FROM: JAH 93 / T10 / VAL I DRW:/ 05/17/2018 -_ R III2X4 I- 310"8 wi ling Criteria (psf) Wind Criteria L: 20.00 Wind Sid: ASCE 7-10 L: 7.00 Speed:,160 mph L: 0.00 Enclosure: Closed L: 10.00 Risk Category: II EXP: C LE37.00 Mean Height: 15.00 ft CLL: 10.00 TCDL: 4.2 psf t: 2.00 BCDL: 5.0 psf I Duration: 1.25 MWFRS Parallel Dist: h to 2h :ing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 lord 2x4 SP #1 ord 2x4 SP #1 2x4 SP #3 Merit) er design based on both MWFRS and C&C. Add tonal Notes See WG VAL160101014 for valley details. 3'10"8 310"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.004 C - - HORZ(TL): 0.004 C - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.153 TPI Std: 2014 Max BC CSI: 0.117 Rep Factors Used: Yes Max Web CS 1: 0.090 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 No 047182 � r A, � r STAX E OF ' ><�W SERIAL 40 015A 38 FF 51381 B0813 7F 48 00 99 2E 85 FB Ttit ItemtrasIDarn mladrmsirzl�p Aped and=fad by rAar AMarthwz ?fr (ii.. Ltc.947t921 on the date shtwe: abam wig a 5tiA•1 "e:i=dMzoz1v, nbtad egpiaafths's dm_rs; Aare riot corejderad*nrdandscaled Ame the 1authcntacaticascoda nit bavedficd caacyclmmnk ccplas. T ♦ Maximum Reactions (Ibs), or `=PLF Lot. R I /Rw /Rh /RL /W D" 73 /16 /51 /- /12 /46.5 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - B 32 -75 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 142 -13 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-C 157 -88 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! `"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses eguire extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Comport t Safety Information, by TPI an r7 SBCA) safety practices prior to performing these functions. Installers shall provide temporary rtr7ey bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached „gid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 610, ra�ttats,tu as applic bblle. Apply plate.' to each face of truss and position as shown above and on the Join f Details, unless noted otherwise, kefer to i drawings 160A-Z for standard plate positions. truss, a ivision of ITW BuildinlgComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in rtformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing th s drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use 'of this yawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. t Job Number: 36CS00038 Ply: 1 1 SEQN: 667894 / T20 / VAL 4EAB Aria "C" LL OL /DR Horton MEAB Aria "C" LL OL City: 1 FROM: JAH DRW. Truss Label: MV2 Wgt: 11.2 Ibs .. / ... 05/17/2018 1"M B 3M(D1) T A 00 11'10"8 m 1'10"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.007 B 999 240 D- 75 / 12 / 47 /- / 9 / 22.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.011 B 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.003 B - - D Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL): 0.003 B - - Bearing A is a rigid surface. Mean Height: 15.00 tt NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.034 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Sid: 2014 Max BC CSI: 0.066 Chords Tens.Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 A - B 0' -19 Loc. from endwall: not in 9.00 ft FT/RT.20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.16 Chords Tens.Comp. Lumber Top chord 2x4 SP #1 A - C 58 6 Bot chord 2x4 SP #1 I' Wind Member design based an both MWFRS and CSC. Additional Notes See DWG VAL160101014 for valley details. *4ara.oa 04,No $.. two Oak > STATE OF � I 40 01 SA38.FF 5581 BO BB 7F48 00 99 2E85 FB 10,11 item h= clardsr�sacadgx ncd Md Waled by tdaxaxet Mari (a:t.. Lit.@4rIN21 W thedau *hawnabwm tiros a SK4.1 aa�ica�tacat:�cxide. x' tCd<� x�aithsa d'r.<�acnr aatcrstisiaierod %4nwd=t1 sealed mad ttm vwa,aAcAtk2dan a2de enwt bevcdbdtY;aiIrd dram% cn;'.ies.. '"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. • Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI anrTSBCA) for safety practices prior to performing these functions. Installers shall provide temposrryy eYn I bracing per BCSI. Unless noted IT chord shall have properly attached structural sheathing and bottom chord shall have a proppefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, �I as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to onr/rnnents aar drawings 16OA-Z for standard plate positions. Alpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the I 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 prol'essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. __---- e_.___u__--- u.:-:-u------ r----- ---- __•.—.e........ ... nm CnlG• unuveMinAi refer rnm•I!`(`• uvwimeale nm r Job Number: 36CS00038 4EAB Aria "C" LL OL /DR Horton MEAB Aria "C" LL OL Truss Label: EJ7 T / SEAT PLATE REQ. 7' 7' Ing Criteria (psq Wind Criteria 20.00 Wind Std: ASCE 7-10 7.00 Speed: 160 mph 0.00 Enclosure: Closed 10.00 Risk Category: II EXP: C .d: 37.00 Mean Height: 15.00 ft ;LL: 10.00 TCDL: 4.2 psf 2.00 BCDL: 5.0 psf Duration: 1.25 MWFRS Parallel Dist: h/2 to h ng: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration:1.60 Top Oord 2x4 SP #1 Bot chord 2x4 SP #1 design based on both MWFRS and C&C. a diJ!sion of Ply: 1 I SEQN: 667895 / T15 / EJAC Qty: 15 FROM. AH DRW: Wgt:23.8lbs / ... Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.014 D - - HORZ(TL): 0.025 D - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.496 TPI Std: 2014 Max BC CSI: 0.36E Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 "No . 4718Z a "� STATE 0 Fria. 40 015A38 FF 5B 81 B0 BB 7F 48 00 99 2E 85 FB Stair Itamk= been atactr piped zd saatcd by t taacai Waknas, IS (FL. tts. 0471921 cm tine dace shown abaw v.ting a SNA+a aendsamdcatkanacde, ,-Mtad copta01.drr_tr... a art mot CmAitLred stdnrdand zcabd and ft SRA4 wthantk=2 an code must be sariftad m ugdectmnk cnnlas. C 05/17/2018 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 336 / 117 1259 /- 1173 18.0 D 127 120 /101 /- !- /1.5 C 171 /133 /91 /- /- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 77 -151 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Jr* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building mation, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary s noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly )cations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to ndard plate positions. any failure to build the g or cover page_ rn. The suitability rrbey amnonents,ar I 4EA Truss Label: LL OL /DR Horton MEAB Aria "C" LL OL I � 21.0 Ibs FROM: AH 896 / T16 / EJAC DRW / 05/17/2018 2X4(A' T. SEAT PLATE REQ. L 7' r 7' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 it 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. Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.017 C - - HORZ(TL): 0.027 C - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.505 TPI Std: 2014 Max BC CSI: 0.373 Rep Factors Used: Yes Max Web CSI: 0.000 Fr/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 0 40 015A38 FF 5B SIBO BB 7F48 00 99 2E 85 FB tltii; ItamAaabstnekcrira sk�ncd aidscaicdby Mu AMarttmm M (FL. Lk.W1821 an the daft shaven abaam tnbg aSK41 autitanticaU�a scsda. r"a9atadcr�a+xadflds dacvmar�2ara not cranYuled signwdand c lad and thasRAn1 zuthan6mtk scademwkbavrAfid capaayd"trank �clnz B ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W �I A 270 / 41 / 188 / - / 100 18.0 I C 128 /13 /104 /- /- /1.5 B 174 /81 /95 /- /- 11.51 . Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. I Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 78 -152 �I Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 I I' I I "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vire extreme care in fabricating handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building i Safety Information, by TPI an r7 SBCA) f9Or safety practices prior to performing these functions. Installers shall provide temporary BCSI.. Unless noted o�herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310, 'le. Apply plates to each face of truss and position as shown above and on the Joinr Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions_ a division of mbuivi i,orrorn tes acceptance for any structure its drawin any failure to build the on this drawing or cover page ie design shown. The suitability rPi 1 Sec.2. lit Job Number: 36CS00038 4EAB Aria "C" LL OL /DR Horton AEAB Aria "C" LL OL Truss Label: BJ5 T % SEAT PLATE REQ. Ply: 1 SEQN: 667897 / T12 / JACK a - 5 FROM: AH DRW: Wgt:16.8lbs .. / ... C 04 1 05/17/2018 it 5- 5- ling Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) _. 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udell U# LOG R / U / Rw / Rh / RL / W B 263 / 96 / 208 / - / 129 18.0 L: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA L: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 90 113 / 70 / - / - / 1.5 L: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 D - - C 119 / 93 / 62 J - / - / 1.5 Ld: 37.00 EXP: C HORZ(TL): 0.008 D - - Wind reactions based on MWFRS Code / Misc Criteria CLL: 10.00 Mean Height: 15.00 it Cree Factor. 2.0 P B Min Big Width Req = 1.5 t: 2.00 TCDL: 4.2 psi BCDL: 5.0 sf p Bldg Code: FBC 2017 RES Max TC CSi: 0.309 D Min Br Width Re g q = - I Duration: 1.25 MWFRS Parallel Dist: D to h!2 TPI Std: 2014 Max BC CSI: 0.182 C Min Brg Width Req = - gearing B is a rigid surface. ing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires seat plate. Loc. from endwall: not in 4.50 it FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Ch d T C Ch d T Co Top �.hord 2x4 SP #1 Bat fiord 2x4 SP #1 design based on both MWFRS and C&C. o 4 STATE t 40 015A 38 FF 58 8180 BB 7F48 00 99 2E 85 FB a Thu Itsmhusbeaac{actranimt,�fi�ncddualadhyi m"lManiac:, or s ens. omp. or s ens. mp. A-B 27 0 B-C 53 -120 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 PT(FL. Lk.947.021 on the data shown abaw utAng a SNA•1 atidiaet4q?�ArA�a. win tadcspicsorttdndoc-a at not cunii6sodsidncdandsaalad aw ti4V..a.: axnhenGca:icwscade mu^t U wAfi�d cm acr dectron4c cnnias.. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricafing handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compone f Safety Information, bVV TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing pe IBCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly rtney. attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 610, onr avttr tts ut as applica e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. 12efer to drawings 1 OA-Z for standard plate positions. Alpine, a di ision of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page, _ . listing thisldrawing indicates acceptance of protessional 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 ANSIlTPI 1 Sec.2. For more into tion see this fob's general notes oaae and these web sites- ALPINE' www.alnineihv rnm TPI• www mince — cara• — —m- rrr• — i—me .,m s Job Number: 36CS00038 Ply: SEQN: Truss Aria "C BSLAOL /DR Horton MEAB Aria "C" LL OL I � 115.4 Ibs I FROM: AH 898 / T11 ! JACK I DRW; 05/17/2018 I T3 B =2X4(A SEAT PLATE REQ. j 5' 5' I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf NA Ce: NA VERT(LL): NA A 195 156 / 135 / - / 107 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA C 91 / 15 / 74 / - / - / 1.5 ' BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.008 C - - B 123 ! 96 / 67 / - / - / 1.5 1 EXP: C HORZ L 0.010 C - - � ) Wind reactions based on MWFRS NCBDes CLLd: 10.00 : 1 00 Mean Height: 15.00 ft 9 Code I Misc Criteria CreepFactor. 2.0 A Min 8rg Width Req = 1.5 i Soffit 2.00 Soffit . TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.319 C Min Br Width Re Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.187 B Min Brg Width Req = - Bearing A a rigid Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes p Max Web CSI: 0.000 r Bearing A requires a seat plate. seat p Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02,1208.15 Chords Tens.Comp. Lumber A - B 55 -122 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (16s) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. A - C 0 0 mra�?k�Armv:. i I' 4'fii 047182 �yq,go� F* ki Sri �4? >r gyp. SERIAL M 40 015AS8. FF 50 81 B0 BB 7F 49 00 99 2t 85 FB Thu ttamb'atbe ektXraa s&/zigtredz35waladbyFd - IMartine, PE (TL. M.0473a21 on the d,ttasiwwn above mbg a SHA4 ssahaotaatiQn=:1u- Friamd aopwxdtti% dffcr_.ca m not modidwed stgnasr and saakd and ttsi SHOTaudrantfotvasud¢nr tba aadfbl aoaaydoctrank caplas. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide tempora� ttn bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attach etl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insla!led per BCSI sections 63, B7 or 610, I �I nents,ur as applicable. Appty plates to each face. of truss and position as shown above and on the JoinCDetails, unless no otherwise. (iefer to drawings 160A-Z far standard plate positions. Alpine, a division of ITW Buildin�!L�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the I truss in conformance with ANSIlfPI 1, or for handling shipping, installation and bracing of tr2SSes.A seal on this drawing or cover page _ listing this drawing, indicates acceptance of pprofessional engineeringg responsibility solely for the design shown. The suitbility and use of this drawing for any structure is flte responsibility of the Building Designer per ANSIITPI I Sec.2. � Pnr morn infnrmatinn son this inh's nanaml notes pane"and these web sites: ALPINE: www.aioine!ha.com: TPI: www.tpinst.org; SBCA www.sbcindushy.aDm; IM www.iccsafe.o Job Number: 36CS00038 Ply: 1 SEQN: 667899 I T13 I JACK 4EAB Aria "C" LL OL /DR Horton MEAB Aria "C" LL OL Qty: 6 FROM: AH DRW. Truss Label: 13J3 Wgt 12.6 Ibs / ... 05/1712018 T SEAT PLATE REQ. N N LO C'M N I �t �I 31 3' _I LoIading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions (Ibs) T L: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Lldefl L/# Loc R / U / Rw / Rh / RL / W I TCpL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 193 / 76 / 162 / - / 86 18.0 BC!! L: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 / 6 / 41 / - / - / 1.5 BC L: 10.00 Risk Category: Il Snow Duration: NA HORZ(LL): -0.003 D - - C 64 / 51 / 30 / - /- 11.5 De � Ld: 37.00 EXP: C HORZ(fL): 0.003 D - - Wind reactions based on MWFRS d NC CLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 B Min Brg Width Req = 1.5 So d: 2.00 TCDL: 4.2 psf BCDL: 6.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.174 D Min Brg Width Req = - Loa Duration. 1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.072 C Min Brg Width Req = - Bearing B a rigid surface. Spa in 24.0 " P 9� C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. r Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: I GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lum' er A - B 27 0 B - C 29 -105 Top hord 2x4 SP #1 Bot chord 2x4 SP 91 Maximum Bot Chord Forces Per Ply (Ibs) Win I Chords Tens.Comp. Me,. er design based on both MWFRS and CBC. g - D 0 0 No 047182 lift -. STATE OF O ki � A. sEFAAL r: 40 01 5A 38 FF 513 81 SO BB 7F48 00 99 2€ 85 FB rhis itomhss #ecnclmCtnaziCa"'y s4ned and =tledtry PAx vl tmarunes, (ft, lmt. Gt7FH21 an tTi�da2¢shawn a6¢ma wing a SfiA�i aL`til Cntiaat�Yi GA�Q rmmdcopbnafthudn u=ntawnot caw&xod*nci—dsaabd and tha �:R andhant;ra�arso¢A¢ms�l Dm a-critid tat am�dcctrorx� cmiat.. I( IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s re ulre extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ne SafetyInformation, by TPI anf7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary ye BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d n id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cab e. AppTy plates to each face of truss and position as shown above and on the Join Details, unless noted otherv✓ise. (tefer to Is 1 OA-Z for standard plate positions. a diision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the con ormance with ANSIrI Pl 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ this�drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability e of this yawing for any structure is a responsibility of the Building Designer per ANSIrrPI 1 Sec.2. aney ntnl�anents nz Job Number: 36CS00038 Ply: 1 SEQN: 667900 / T14 / JACK 4EAB Aria "C" LL OL /DR Horton MEAB Aria "C" LL OL Qty: 6 FROM: AH DRW: Truss Label: BJ1 Wgt 11.2 Ibs / ... 05/17/2018 12 6 � C 2X4(A1) B M o to �- A li D I SEAT PLATE REQ. � I 1' 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 too Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA B 150 / 77 1145 / - / 42 / 6.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 110 118 ! - / - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.000 D - - C -14 / 28 / 25 / - / - ! 1.5 EXP: C HORZ TL : 0.000 D - - Wind reactions based on MWFRS Des Ld: 37.00 Mean Height: 15.00 ft ( ) i g Code / Misc Criteria CreepFactor. 2.0 B Min Brg Width Req = 1.5 Soffit : 1 .00 TCDL: 4.2 psf D Min Br WidthRe - Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.163 C Min Big Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.015 Re Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. p Spacing: 24.0 " C&C Dist a: 3.00 ft p Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp. Lumber A-B 27 0 B-C 28 -19 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 .� a STATE QE 4o a� ', .40w`b SERIAL A 40 015A38 FF 58 91 BO BB 7F48 OO 99 2E g5 FB rhhItemhasbernckctrm z ncdandscaledbyV,="lMartin", P£(FE, lEe.627E92to%i tta e€a2t thawa aG� u*.�g a SNA.1 auttientimtkncmde. Ptteted cwltxaittt's doc=cntam not =W &red $dne:iand walad and tixe �ri..S autlienGca9kva coda rnt:sr t:a�arified m azydcctmlab o�kx. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme tare in fabricatingg handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Componenl Safety Information, bV TPI and'SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporarryy tr bracing per BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proflefly attached) rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 61Q a4r nnrnts,nr as applicable. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. i2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page. , listing this drawing indicates acceptance of prol'essiona engmeer!ng responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. For more information see this'oVs general notes page and these web sites: ALPINE: www.at ineitw.com: TPI: www. inst.o ; SBCA: www.sbcindu .com; IM www.itxsafe.o N Job Number: 36CS00038 Ply: 1 SEQN: 667903 / T26 / HIP_ 4EAB Aria "C" LL OL /DR Horton MEAB Aria "C" LL OL City: 3 FROM: AH DRW. Truss Label: CJ7 I Wgt 42.0 Ibs .. / ... 05/17/2018 6'3" 9110"1 6W 3'7" SEAT PLATE REQ. 7 1'5" f 6'1"4 i 32" f 6"1v� 6'1"4 9'34 9'101 Ing Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W B 326 1154 /- /- /- / 10.6 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.014 G 999 240 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.038 G 999 180 E 410 / 129 /- 10 / 0 / 1.5 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 F - - D 168 / 132 / - /- /- / 1.5 A: 37.00 EXP: C HORZ(TL): 0.007 F - - Wind reactions based on MWFRS Code / Misc Criteria ;LL: 0.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor: 2.0 B Min B rg Width Re q = 1.5 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.316 E Min Br g Width Re q = - Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.308 D Min Brg Width Req = - Bearing B is a rigid surface. ng: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.247 Bearing B requires a seat plate. Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 Ch d T C Top dhord 2x4 SP #1 Bot c ord 2x4 SP #1 Web 2x4 SP #3 supports 6-11-8 setback jacks with no webs. WindWind I ds and reactions based on MWFRS. No 041182 �, as �e tr F SERIAL 40 01 SA38 FF 56 81 BO BB 7F48 00 59 2E 85 FB This ltcrn hubm akzsr tcabys3gnud=%d afed by Mar tl Marthscr, M (R. lk.0472821 nn the dads charm aba w using a SM61 ,m:ffienCxaabszsz�xlr e ristcd copiaraf this drxcra¢rat am not amsid=d sgncdaasd sealed =0 the m aaydmtmnk cra 0s. or s ens. omp. Chords Tens. Comp. A-B 9 -6 C-D 59 -74 B - C 295 - 638 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- G 578 -259 F- E 0 0 G - F 570 - 262 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. G-C 181 0 C-F 314 -684 h "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPCIRTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS > req ire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nen[ Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary per CSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly tl riggi ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810, cabl j Apply pplates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to Is 16gA-Z for standard plate positions. a diviggion of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conffitmance with ANSUtPI 1, or for handling shipping, installation and bracing of 1NSSeS.A seal on this d9awtng or cover pa e_ this d' awing indicates acceptance of professtonat engineering responsibility solely for the design shown. The suitabtitty :e of f this thawing for any structure is the responsibility of the Suildmg Designer per ANSIITP1 1 Sec.2. Ic crf7ey oJt 1wnerlts tar Job Number: 36CS00038 Ply: 1 SEQN: 667901 / T23 / EJAC , I 4EAB Aria "C" LL OL /DR Horton 14EAB Aria "C" LL OL Qty: 3 FROM: AH DRW: Truss Label: EJ3L Wgt: 12.6 Ibs .. / ... 05117/2018 C 12 6 M O U-) 2X4(A1)B CV A D 3' .I Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Lac R / U / Rw / Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 190 / 75 / 160 / - / 86 / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 52 / 7 / 42 / - /- /1.5 I BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - - C 66 / 52 / 32 /- /- / 1.5 Des Ld: 37.00 EXP: C HORZ L 0.003 D - - R )- Wind reactions based on MWFRS Noffit: 1 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor: 2.0 B Min Brg Width Req = 1.5 .00 Soffit: 2.OD TCDL: 4.2 psf BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.178 D Min Brg WidthReq = - Big Width Req = Load Duration: 125 P MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.076 C Min Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes Max Web CSI: 0.000 P , Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi:0.18 PlateType(s): Chords Tens.Comp. Chords Tens.:Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Lumber A- B 27 0 B- C 29, -106 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. 1, Wind B - D 0 0 Member design based on both MWFRS and C&C. Left cantilever is exposed to wind y► A o 047 w aa, a i "0,S A" F I ON 40 013A 38 FF 5B 81 BO BB 7F48 00 99 2E 95 FB � I' This ltamhasL+caa clezte ys�aad.a,!A m lad by htaftil Marttaex � PE (a. lk.0 7182f on the dale shown aba m wNj; a SRA4 a thiert'Wiz accde. IFriatad 4opiv% aldii doar=a= not cresstdmd dgnedand sealad � and tbm nioa autitenCsaum rae rant bi vwff" m awydutrc&- capIm. ""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 I Component Safety Information, bV TP1 and SBCA) safety practices prior to performing these functions. Installers shall provide temporary riney bracing per BCSI.. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 61D, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. hefer to qn/panents ue drawings 160A-Z far standard plate positions. Alpine, a division of ITW BU!ld!n�L Components Group Inc. shall not be respopsible for any deviation from this drawing any failure to build the truss in conformance with AN 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 prolessiona engineering responsibility solely for the design shown. The suitability and use of this 9�awing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. II Job Number: 36CS00038 4EAB Aria "C" LL OL /DR Horton MEAB Aria "C" LL OL IlTrussLabel: BJ1L 4"3 1 A Ply: 1 Qty: 4 Wgt 11.2lbs 12 6 F,, -, - C 2X4(A1) B 1IT SEQN: 667902 / T24 / JACK FROM:AH DRW: n 05117/2018 'I �1t 1' 1r Lo�d)ng Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLl : 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCIJL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA B 134 / 77 1143 / - 142 / 3.5 BCL 1: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 13 / 9 118 / - / - / 1.5 BCD �: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - C 1 / 23 / 22 / - /- / 1.5 Des 'd: 37.00 EXP: C Mean Height: 15.00 ft HORZ(TL): 0.000 D - - Wind reactions based on MWFRS NCB LL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Creep Factor. 2.0 B Min B rg Width Req = 1.5 So I 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.163 D Min Br Width Re 9 q = - Load uration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.013 C Min Brg Width Req = - Spaci g: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: I GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumb 'r A-B 25 0 B-C 20 -16 Top ch I rd 2x4 SP #1 Bot ch d 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Wind Membe design based on both MWFRS and C&C. B-D 0 0 Left cantilever is exposed to wind o 047162 :r n. 1� STATE 0 IF ar r i 40 01 SA38 FF 5138180 B5 7F48 00 99 2E 85 FB Thu 1Camrzmabnattokdtm�&aays ad mrlscafadby mamma martta" PC M. Lk.047192t an the a SNA.1 2LMarstk;tti=ncod0. PPrbtad cualars of this doca=aarn not=nsidesad sip dand xalad and t3 Sit i,3a antkatiffiseodm mutt�saat bd cnasydoctmnSs cavies.. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI " 1 PORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s re9qui ' ex me care in fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building nenf S fety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary nrey per B SI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly tl riggid 'eilingg Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, icable. iPppty plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to 11711 rpurtirts. tie Is 160'� IZ for standard plate positions - a divis'4n of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the confommm111�ance with ANSIIfPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page this dra ing indicates acceptance of pro essional engineering responsibility solely for the design shown. The suitability ;e of fliis yawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00038 I Ply: 1 I SEQN: 667904 / T31 / HIP_ 4EAB Aria "C" LL OL /DR Horton 14EAB Aria "C" LL OL Qty: 2 FROM: AH DRW: Truss Label: CJ3L Wgt: 16.8 Ibs / .. 05/17/2018 1 r5°12 Loading Criteria (psr) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to 11/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Wind loads and reactions based on MWFRS. .17 C IN n -}� 4'2rr3 I I 4r2n3 ^1 l Snow Criteria (Pg,Pf in PSF) DeflICSICriteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): NA B 151 173 1- I - I - / 4.9 Lu: NA Cs: NA VERT(TL): NA D 72 13 1-1.5 I Snow Duration: NA HORZ(LL): 0.001 D - - C 35 / 5 / - /- / - / 1.5 HORZ(TL): 0.004 D - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.073 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.118 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. I FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Teris. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A-B 15 -11 B-C 12 -6 .I Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 III o 047182 w � tr STATE OF a° 40015A38FF5881B08137F4800992E85FB Thh IEdm3rnL�cr+9 ekcsrratsaffiysdgnsd eadseaidd by Manua Martinat, ?Ein. ut. 04nn21 on Me daft straw& ab&tm LoinsaSHA4 orris dnt3catkas cadd_ Ptbtad ropy mofdsh docctw.rAwo not ccnddorod signs:.2nd umbd and tt Ve Z avAcAtcatkacode naar.bit WAfW an wydectrunk rapids. "'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 j 1Component Safety Information, bV TPI and SBCA) r safety practices prior to pertormmg these functions. Installers shall provide temporary limey bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, f as applicable. Apply plates to each face, of truss and position as shown above and on the Joint' Details, unless noted otherwise_ kefer to ompvnenrs ur drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of ppro essiona engineering responsibility solely for the design shown. The su" bility j and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI I Sec.2. For more information see this lob's asneral notes Dane and these web sites: ALPINE: www.a[Dineitw.com; TPI: www.tpinst.orq: SBCA : www.sbcindustiy.com; [CC: www.iccsafe.org Gable Stud Reinforcement Detail ASCE 7-101 160 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ors 140 mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Ors 140 mph Wind Speed,,15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or. 120 moh Wind Soeed. 15' Mean Heloht. Partlalty Enclosed. Exnosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces (1) lx4 'L' Brace x (1) 2x4 'L' Brace IN (2) 2x4 'L' Brace slim (1> 2x6 'L' Brace K (2) 2x6 'L' Brace ww 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' i0' 7' 9' e' 1' 9' 3' 9' 7' 12, 2' 12, 8' 14' 01 14' V - S P F #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' F Stud 318. 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12, 0• 12' 6' 14' 0' 14' 0' O Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' 111 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' 0' 6' 8' 6' It' 1 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9'- 14' 0' 14' 0' -J S P # 2 3' 10, 6' 7' 6' 10' 7' 9' 8' V • 9' 3' 9' 7' 1 12' 2' 12' 8' 1 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' l l' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' F Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, it, 11' 8' 14' 0' 14' 0' d Stnndnrd 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' B. 10' 4' 13, 1' 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' Il' 0' 13' 11' 14' 0' 14' 0' 1.4' 0' -i--> _ U S P F H F 1`13 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10, 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' 1' 7' 6' e' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10, 10, 12' 8' 13' 7' 14' 0' 14' 0' S P #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10' B. it, 1' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' it, 0' t3' 11' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' U' tall I D F L Stud 4' 4' 6' 5' 6' 30' 8' 6' 9' 1' 10, 6' 10111, 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10, 10, it, 10, 12' 7' 14' 0' 14' 0' 0 #1 / #2 4' 10' 8' 3' 8' 7' 9' 9'1 10' 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' U S P F H F #3 4' 7' 8' 2' e' 5' 9' 8' 10, 0' it, 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' O Standard 4' 7' 7' 0' 7' 5' 9' 4' 10' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X 41. 5' 1' 8' 5' e' e' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d c -I S P I D F L 02 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 9' 7' 4' 7' 10• 9' 8' 10' 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' I1' 8' 8' 9' 3' il' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' Bracing Group Species and Grades - Group A; S ruce-Pine-Flr Hen-Ftr #1 / #2 Standard #2 1 Stud #3 Stud I it #3 ISt.ndardi ➢ou lac Fir -Larch Southern Pinewwr #3 #3 Stud Stud Standard Standard Group Bi Hen -Fir #1 6 Btr #t Dou lac Flr-Larch Southern Plne*ww #L #1 #2 #2 lx4 Braces shall be SRB (Stress -Rated Board). ■*For lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. liable I russ 1letail Notes, Vind Load deflection criterion Is L/240, Provide uplift connections for 75 plF over continuous bearing (5 psf TIC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Atioutj� Attach 'L' braces with 10d (0.128'x3.0' min) nails. X For (1) 'L' brace, space naps at 2' o.c, able Truss In IS' end zones and 4' o.c. between zones. Diagonal brace option.NE)W r (2) 'L' braces, space nails at 3' o.c. vertical length may be T In 18' an zones and 6• o.c. between zones. doubled when diagonal Is, X 'L' bracing must be a minimum of 80% of web brace Is used Connect L member length. diagonal brace for 6000 Gable Vertical Plate Sizes at each end. Max web Brae total length Is 14'. I Lce ),OK Vertical Lennth No S lice 2x6 DF-L #2 or Less than 4' 0' 2X3 hin better diagonal T I Greater than 4' 0', but 3X4 Vertical length shown bracei single 8 , less than 11' 6' 4X 4 nn In Coble above I or double cut )E Greater than 11' 6' 45• (as shown) at L 1 + Refer to common truss design for L, upper end n IL_peak, splice, and heel pintes� for conditions ontfnuous Benrl�ng\\`\,{if 101G� //���i/fa noteaddressedBuilding mConnect idpoint f verticat al web. ., Refer to chart this➢del{nlir above for SrI gth, wkVARNVQws READ Alan FULLDY ALL NlTES-aza THIS BRAAVINM * 111PURTANT FUMSH T)DS DRAVRiG TD ALL CONTRACMRS TNCIHDDaS Tie BsrALLERs Q� �v✓ /VS+nn N REF ASCE7-10-GAB16015 DATE 10/01/14 d br..kV Refer to and Trusses require extreme care b Fabrica", hnndgng, •sWpping, and dor Fothe latest edition of MST (Build(Building Component Safety Informutlon, by TPI and SBCA) for`.sofsty �� � v \_ = Mnetices prior to p-F-Ing theca functlons. Instnitere shall provide temporary br•adnp per gC SL 6ott8,s dwM ,y - ess noted other ice, tap chord stint( have property attached structural sheathing arx•1 shall It- a properly nted rigid Locations shorn For permanent lateral restraint of webs .e"" _ . �f DRWG A16015ENC101014 d �O [E shall imve bracing Installed per 8CS1 sectloan the B7 or B10, as np�kably. Apply plates to each face per sections aF truss and ppoosition as shown above and on the .IdM netnRs, urdess noted otherwlce. Refer to drowings 16OA-Z for standard plate posltbns --- - - Ndivisione, a division of IN BuIlding Components Ina shall not be responsaile for any deviation from E i � _ -- -- - - - _ AN IIWaDMPANY sHs droeft, any Fall." to build the truss In coo ornance with ANSI/TPI 1, or far honarre, snipping, hstallntbn 6 brndng of trusses. T - ^ KA _ , LD, 60 PSF A cool on this drawing or cover page Ustft this drawing, Indicates acceptance of professke of - solely for the � > - � sdtabIUtyos =emu I a��=warelp ro •r'kiy� , ��l.Au�a�ol''�i�Vy`\\��\\ E rth9Cakoftc.t Oliva MO 63045 ty. fwrolmeerft Structure Is adf For- - F�bn�see this -job's .M al not�es�page and these web sites' - A www.omimmtw.conl TPI. w-toMstoroi SeCA, www.sbcinductrv.orw ICC..w J.-Feorn AAeyf,x��'F�S�_lt(A1l\\�` e MAX, SPACING 24,0 a G---ab_le=Staid-Reinforcer�lent Detail ASCE 7-10i 160 mph Wind Speed, 30'- e Height.--_EncLoseci,__Exp Or, 140 MPH Wind Speed, 30' Mean Height, PartlaRy Enclosed, Exposure C; Kzt==-1:0 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nr, I?n mnh Wind SnoeA. 'Nn' Me— Halnht. pnrtlnlly Fnclosed. Fxmmsure n. Kzt = 1.01 osure C, Kzt = 1,00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) Ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Bracer (1) 2x6 'L' Brace r (2) 2x6 'L' Brace r 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' 14' 0' 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1'' ' It, 11' 7' 14' 0' USP#3 Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8` 8' 9' 1' 111 2' 11' I l' 7' 14' 0' OuP rl Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8. 11' 9' 8' 10' 4' NIX9' 1' 14' 0'#1 P 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' IS' 9' 3' 11' 9' 12' 2' 11' 14. 0' #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' Il' 7' 12' 0' 9' 14' 0' iU D F L #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9'9'1' 10, 1' 10' 10'8' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' a, 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' e' 11' 9' 7' 12' 2' 13' 0' 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' _ U S P F l #3 4' 0' 6' 7' 7' 5' 8' 4' 8' e' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' O fl F Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' Ill t0' 12, 8' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10, 2' 10' 7' 13' 5' 13' Il' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13. 9' 14' 0' 14. 0' #3 4' V 5' 11' 6' 4' 7' 11' 8. 5' 10, 0' 10, 5' 12' 5' 13' 3' 14' 0' 14, 0' QJ D F L Stud 4' V 5' 11' 6' 4' 7' 111 8' 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' t0' 2' 11' 0' 11' 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14. 0' 14' V d S P F 03 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10. 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' LJ U t� Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, IS' Ill 5' 14' 0' 14' 0' 14' 0' 14' 0' - fl F Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' x 41 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 0 14' ' 14' 0' 14' 0' d SIP #2 4' 8' 7' 11' 6' 2' 9' 4' 9' e' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' �—+ D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' ll' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1' 6' 5' 8' 1' 1 8' 7' to, 11' 11' 5' 1 12' 8' 13' 7' 1 14' 0' 14' 0' Bracing Group Species and Grades) Group AI SDruce-Pine-Fir Hem -Fir #1 / #2 Standard #2 Stud #3 StutlF 03 Standnrd Dou ins Fir -Larch Southern Pinerrr #3 *3 StudI Stud Standnrd Standnrd Group BI Hem -Fir 01 e. Btr a1 Bourias F)r-larch Southern Pine,uw #t al 92 a2 Ix4 Braces shall be SRB (Stress -Rated Board). rrFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable I russ Ue'tOdl Notesi Vind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with a 0' overhang, or 12' plywood overhang, Attach 'L' braces with IOd (0.128'x3,0' him) naps. About )il For I 'L' brace, space nails at 2' o.c. able Truss In 18' end zones and 4' o.e between zones. )l)Wor (2) 'L' braces, space nails at 3' o.c. Diagonal brace option In 18' end zones and 6' o.c. between zones. T vertical length may be doubled when diagonal 'L' bracing must be a minimum of 807 of web 8 brace Is used. Connect member length. diagonal brace for 6900 ble Vertical Plate Sizes at each end. Hax web Br tce total length Is 14' ertkol Len th No S lice 2x6 DF-L #2 or than4' 0' 2X4better diagonal ter then 4' 0', but 4X4 L[-rRefei- Vertical length shown brace) singlessin table above. 45' or double cut (as shown) at to common truss design for upper end. k, splice, and heel plotes. ntinuous 'Be.ring Refer to the Building Designer for conditions Connect dlagona at 111l!!lldd not addressed by this detail. midpoint of vertical web. Refer to chart above for max gs+k a rq(8,* length, "WARNIMIss READ Arm FOLI-0V ALL NnTEs W nos cmwnO opipQNTANTwe nRaOSH THIS DRAVe1G TO ALL CONTRACTORS MMUI)M THE IHSTPLLER3. ``` ,` � \V %], �ri1 REF ASCE7-10-GAB16030 DATE 10/01/14 TPu.- requl-e extreme care In fabricating, handling, shipping, Instal#ng and bracing. Refer to and Folice the latest edvan of BCSI oluldng Conpament Safety Infornatlon, by TPI and SBCA) for safety `��� ^ A,n `��Q\ �\vE'Vu� prorn aetices prior to perfing these functions. li nstalters shall provide tanporary bracing per BCSL Unl.ss top have attached stn,cturat sheathing and bottom chard DRWG A16030ENC101014 noted otherwise, chord shalt properly •,hall have a properly attached rigid cells g. Locations shown for permanent lateral restraint of wets have bracing Instated SCSI sections 13. 97 w� BID, as applicable. Apply to each face _ No' — 1l 1�j —� jj�� a I 1 1l_J 1� 1 �+ shall per plates Of iIU6s and poiftlon .. shown above and an the Joint Betals, unless noted otherwise. to drawings 16DA-Z for = .i Tl 111��1,�•! 11�� Refer standard plate positions, Alpine, division ITV Mdlng Components Group Inc. be respoasNle for any deviation from _ ATE CIF / N rtweoMPnNv a of shall not this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for ha xAing. shpping. L bracing f trus -o Q MAX. TOT, LD. 60 PSF ses. Installation A seal on this d- InG or cover page listing this drahgccepn , Indicates atace ro of pfesdonal responsa+Nty solely Far the desk shown The suit.blltY and use of tfik drawing p for arryf�t+rs e b the respor�4lty of the BWdbg DesdgnM per ANSVTPf I Ser2.f�" _ MAX. SPACING 24,0'- _ 1J388 Lakefront Drive Earth338ely.Mo63046 For more lnfornatlon see this Job's general notes page and these web sites ALPINE, wew.atnheltw.conh TPL w—tohstorw SECA, wwe.sbclndustrvarai ICC, w►e)ccsafearg , ¢{4i \\>.\\ "lfsw.. - �il�,., l\ Gable Detail For Let -in Verticals If web has a scab brace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace Is 90% of member length, v'C 06 No 'L' or 'T' brace required In lieu of scab brace Gable vertical Length greater than 48' 'L' or 'T' brace required 'T Reinfo Menk Go Tr Gable vertical length greater than 48' 'L' or 'T' brace required Gable Truss Plate Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. (E)Refer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Examples 2*2X4 4 r2X Provide connections for uplift specified on the engineered truss design, Attach each 'T' reinforcing member with End Driven Nailsi 10d Common (0,148'x 3.1,min) Nails at 4' o,c. plus (4) nails in the top and bottom chords. Toenalled Nails, 10d Common (0.1481x3',m1n) Toenails at 4' o.c. plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPEDIBI014 See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe-nnil - Dr - M End -nail VIN To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detall). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace Examptel 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 Goble Vertical Length L30 x 8' 7' = 11' 2' 'T' Relnf. 'T' Mbr. Size Increase 2x4 30 2x6 20 '!. ,,, lul�\vl l ����I\ n� AN 11lAr COMPANY ' 13389 Lakefront DrIn - Eadh CIV,M063045 SWARNDr� Run AND Fu.Mw ALL NOM IN TIM DRAvaaa erpe+I RTAW4 F SUM U0 DRAW1W m ALL cudnu cnRs IKLUMM TIE INSTALLERS. Trusses require extreme care In fabrkattp, hand4q, sh4Pha, InstalU and bratl�p. Refer to and fpprWrtow the rarest edlkon of BtSI cBuKding Conponmt safety LH'ormatbn, bypToPrIororyd SaBdWrpfor safety perUMess notedbo ttfier.lae. tap chords sfiatl�have �opeNYlenttnd+ed atru�cbrnl stxtatting and boottan chord shall Imve n prroperly nttaohed rNWd ce0krp Locntbns shorn far permanent taternl restraint of gabs shall have bra InstaUW per SCSI sectiv+c B3, 8T or 810, ns kable. Appl plates t14 Wp y o dad+ fnu--------- of truss and ppoosl4hn as shorn above and on the JObfk Befalls, un ass rated otlxrsise.- Refer '!o droggps 160A-Z for atondard plate posltbns. �qne' o dvbbn of ITV Bolding CanponeMs Inc aholl_not-be=responsl�lw-Fnr-dri �e-raftian _y this rtarkip. arty failure to bold thc_tnns-ln- nnne�oltl�AWSi/TPI 1, or for hnnmuq. ehippt,p, - - drnr-irp or rover poppee Usfiip trig rivsYip, Manias nwptnno op professlaral cdely for tlr des1� shorn The sukeblky and use of tNs arnshp for ony atruetuv- ikfls a reeparubsley of the Mdhg Deskpw per ANSUM i Secs. For more information see link Job'c Oenernl notes page and those eab saes. AUIND sssalpineltwcoml Tn egw.tpinstargl SBCN g■e .ore Ica "Wccsafmora ^1p�* "M49' ,� S eC "GEtiy ,H'L ��%! a't., ? Ha nsz .-*s "' S��OAIAt.k�'•` """""�" ,�munn.wmi{am�aurn •�-�;=�� »•••••.•"••.,•, <......._,.:-........._....... . - -- - - --- - _ _ MAX. TOT. LD. 60 PSF REF LET -IN VERT DATE 10/O1/14 � �=�B F _. --� LE'TIFIlO DUR, FAC, ANY MAX, SPACING 24.0 H-i p F 4 'R' Lthed Use ASCE this detail 7-10, 180 fors Mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame Hip frame -provided by truss manufacturer, is designed to provide bracing for flat top ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or chords of hip frame system where indicated, Flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of stepped hip system must be So. Pine lumber, ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, Structur 4 anels must be properly attached directly Residential, Wind TC Dl_=4,2 psf, Kzt=1,00 To hio,tt � f Y(orlins, orWMTANTM FU THIS DRAVDG UA ACGNTR"RACT CH n M � T�°W umTALLE M Trusses require eetr care in fabrkstho, handUng, sYlxft, YlstalUrp and brochg. Refer to and feltoe the latest edlslan of SCSI CH 1, Component Safoty Information, by 11 and SBCA) for safety pr etl— prior to perf—ft the.* functions. IrataUers sinll provide temporaarryy bree",0 per SCSI. Unless rated other Nse, top chord sh.0 have properly attnch¢d structural shenttdng and bottom cha shop have n proDerly attaphatl riIppitl ceaerp. Locotbns sMen for p¢nnanent ",taro" rsstraht of eebf d ��� ehnll Mve brncing hstnlled per BtSI sections B3, 87 or B10, as npoleable. Apply plates to each face of truss nM ppoosltkln as show obovr and on the Joint BetaRs, uwnUlrss noted othereLu. Refer to droelnps 16DA-Z for standard plate p..itions. AtpRx, o dWlsion of ITV Budding Cm wp is Group Ina shall not be responsible for ony deviation fr AN ITIN�MPANY this draehW, any foSure to buad the truss In—Fornance Nth ANSI/TPI L or for t =I, sNppbv, instaltoticn 6 bradng of trusses. A seal on this draw fp or cover page Bst n this dra.erg, inacates acceptance of professwml rngW=YAq ore-1poe inky 4 Ppr the de aWn shom The sultoblIty and use of this d-"V 13389 Lakefront Drive for any s4uc Is tie rr..ponsb0.ky aF tie BWldhg Brdpner per ANSUM 1 Sre2 Earth City, MO 63045 For tare Wornatlon see this Jpb's general notes page and these eeb sites NF, ALPIeeealpinWte.con" TPL WwwAchstorat SBCAi—sbcind"tryorW IM -.Iccsof¢arn Qom- �GENS REF HIP FRAME z No F �� DATE 10/01/14 * = DRWG HIPFR1801014 E OF �Q - - - - - - - - 0'172 SNI6ddS ,• \� •1 `, y.�` �• `S� + „� �� L>' � d� dl� / ! .t _ ti / W ` ' — r \'\ `. �jy +I:t �'% JV �� � m ..�, t,...a P....� ,---- •oJaa . ,- - - •.o. _ - ,._- •�� e,o lv.uuae s, aas uopmuo aJou .» as+41 Puu a0a0 salau 4N sM1N dN d 7rft I IdLnSW Jad J.^-a Op" +,n yo RiltlaRuadaaJ ayy ai a ,tuo Joy a,e�oJsra ya asn Pw .Ci,pal,na e4I v.04s uBR>P a4i Joy 6taloa ,Vnwsued.+ wa+v6ua Iouopaayd do wwoidabo sa/a�py 'a+l>oJP aM Baps(I .Bod Janoo Ja Bupo.q, apa1 uo ion y saasnJi ya Oupwg uoponaiPW •eulddr{s 'a+OWW Jos Jo 'I Idy[SNV 441. a�uo�JoyuN ul sanJi e4i N ci eJntloy .tuv JP "A Hwy U.%.I..p .coo Joy Kqa ft— .q SW 11 4. --1 out siu>uodJ03 Virg nit J. —ISIAR . •.,Idly ---M..d .laid PmPwia Joy Z-Vo91 OJI.-P of Jey>B aaWayyo P.Sou aaaty 'oUei-B Su1M' a44 uo P- anoga ue 4a - ugipod Puo sanJi J. a�oy 4ao. of aatold Iddtl '.Iqo a ao 'SIB Jo LB 'E8 suop.4. 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AapoA L{ooa 140044V )K)K •.4a}q_aq .Ao. 2# 1-A '2#/1# 3dS '£# dS bxZ sgaM '.Aa;4aq .Ao 2#/I# ddS uo N2# dS bxZ puoul❑ }og 'ua44aq uo 2# 1-3g '2#/I# 3dS 'N2# dS bx2 puoN3 dol 00'T=4-z>l 'S 'dx3 'paSOIDU3 rI gbIaH unaH ,06 `Lidw 09T 1OT-L 33Sd - 11'0:�aQ Aall'OA Piggyback Detail - ASCE 7-10 160 r�ph=30=Me=an=-H_e=i_g:ht--Eaclo_sed,--Exposure C, Kzt=1,00 160 nph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0. ------------= ==-� -----_ Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Btdg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0. - --- -_ Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing is 24' o,c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xx Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications. Detail A Purlin Spacing = 24' o.c, or less Piggyback cap truss slant nailed to all top chord 12 purlln bracing with (2) 16d box nails (0.135'x3.5'> chordand secure top h scab Up to 12 (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. 4' 2' 4' Attach purlin bracing to the flat top chord using (2) 16d box nails (0.135'x3.5'). 2' The top chord 03 grade 2x4 scab may be replaced urlln Spacing = with either of the Following, (1) 3X8 Trulox 24' max plate attached with (8) 0,120'xl,375' nails, (4) o.c. Into cap TC 6 (4) Into base truss TC or <1) 28PB wave piggyback plate plated to the piggyback truss TC and.attached to the base truss TC with (4) 0.120'xL375' nails. Note, Nulling thru holes of Top Chord Scab (Typical Each End) Flat top chord purlins required at both wave plate Is acceptable. ends and at 24' max o.c. spacing In between, Detail B i Purlin Spacing > 24' o.c, Piggyback cap truss slant Walled to all top chord purlln bracing with (2) 16d box nails (0.135'x3,5') and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box nalts (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 4' 2' ® 2, 4' 2' Purlin Spacing > 24' o.c, max Top Chord Scab (Typical Each End) Chord Flnt top chord purlins required at Depth both ends, purlln spacing > 24' o,c, Note, If purlins or sheathing are not specified on the flat top of the base 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 e 8' o.c. with (4) 0.120'xL375' nails Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset 8'xB'x7/16' (min) APA rated sheathingg ggussets (each face). Attach 8 8' o.c. with (e) 6d common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c, front to back faces. 2x4 Vertical Scabs 2x4 SPF 112, full chord depth scabs (each face), Attach 8 8' o.c. with (6) 10d box nails (0.128'x3') per scab, (3) In cap bottom chord and (3) In base truss top chard. Scabs may be staggered 4' o.c. front to back faces. 28PB Wave PI¢ayback Plate One 28PB wave pigggybock plate to each face ee 8' o.c. Attach {eeth to pplgg back at time of fabrlcatlon. Attach to supporting truss with (0 0.120'x1,375' nulls per face per ply. Piggyback plates may be staggered 4' o.c. Front to back faces. truss, purlins must be Installed at 24' o.c. max. and use Detail A. )aj jii(jllJj wwn�rnTANT" TM AVV4 AM M ALLLOW �cwTTRACCTTORS UN MMUD c TYBi°M DWALIJRs Trusses require eltrene care In fabricatehp, handling, shipping, Installing and bract,p. Refer t6 and `�P�v �Q9�s�'��, /. %j REF PIGGYBACK DATE 10/01/14 follow tha latest eNtlan of SCSI (Hugdenp Component S6Fety Infon+atbn. by TPI and SBG) for s6Fety to those funetloris. Instnllore tenparwy BLSL �JA \GE U s� DRWG PB160101014 practices prior perfornlnp droll provide �bra par fAdese noted otherwise, top chord shall have properly attached structural ehoatwg button dhow a N F shall have a properly attached Mppk) ce4ing. Locations shorn Par pernment lateral restraint of webs stint{ haw bracing art alledss per BCSI sections the Joint or Dea as wA*zsbnote. Apply Ise. to tall fnev of truss abr cpiong Inn all shorn BCSI and on the 7or Details, unites noted therwlse. Refto drawings 16CA-Z for = — AN 1IWaDMPANY er standard plate posltlwz. Alpine, 6 division of ITV lhitdin Components Grouupp Ina shall not be responsible for anyy tlevlatlon from this droving, any Foaum to bull the truss In confornance with ANSI/TPI 1, or for ham , shipping, +'(1 Installation L bracing of truss". A seal on this drawing w cover page UstkV this dravi np, buft6tes acceptance of professforol g respor�hlUty sdely Par the design slum TM sh,it6blllty oM use of this drowbq hstrrzdre •'s p,+y� [� 133891akefront Wive forfor nrry Is the respo Ihy of the ®ddlryi Ilesfpner per ANSI/iPt 1 Sec2 For mom this neral and these .�pF i ♦� ^F// ��Q EaAh City, M0630a5 job's www.tpiletor i SBCA, wwotes page ALPINE vewalpineltwcontloTPLee wshcinduustr ar IMMeb wwvljccsaPea a Y a rg �` \� SPACING 24,0' vuuunaat CLR Reinf orcing This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method Is desired, Notes, This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4010 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6W 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, (BYO Center scab on wide face of web. Apply (1) scab to each face of web, Member Substitution 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 80% of web member length. T-Reinf, L-Reinf, Scab Reinf orcementi Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'x3,0',min) nails at 6' o,c. Reinforcing member Is a minimum 80% of web member length. Scab Reinf, —VARND0u READ AND FDLLDV ALL NDTES ON TNIS DRAVRU .. WD RTAW FlA7 M THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme car¢ infobrkathg, handling,sin Ing, hst.Wng and b—Ing. Refer to and Pallor the latest edition of BCSI ouitano Component Safety nfornation, by TPI and SBCA) for safety pra as prior to perfo-Ing these functions. Installers shall provide te'porary bracing per HCSL Unless rated otherrls¢, top chord shall have properly attached structural sheathing and bottom chw 7� g shall have n properly attached r 1rigid3=1 sections Locations sham for pernanent lateral restraint of webs chin,( Novo bracing b,staBed per HCSI c¢cUans B3, H7 w B10, as applknhlo. Apptyy plates to each face of truss alld position as shorn obove and on the Joint Metals, unless noted She I — Refer to drarinps 168A-2 for standard plate posHlons Alpine, a division of ITV BWlding Components Grail Inc shotl not be responsible for an deviation I'm Mi (RN�OMPANY Ws d awing, any f.Rure to bold the truss In conformance with ANSI/TPI 1, or for h-91-g, shipping, hatollation 6 bracbm of setrusses. -- A at on this drawing — cover page IlsthV this drarhg, brlcntes_nccoptano�-profirssfcnol� 1H789 Lakefronl0rive—_nuotlan sea this Job's general notes page and the.¢ web Farm Ci=Ma63oas- ---- �. - - ALPINEr rrrulohaltr.conr TPI, rw►.tohstoror SBCN rrrsbchtlusVyarel ICD we .�'a"�ej J�jq' ��,, TC LL PSF REF CLR Subst, . C� ENS y ��� TC DL PSF DATE 10/01/14 IBC DL PSF DRWG BRCLBSUB1014 !C LL PS-1—__ 9-EYfi—CDC PSF DUR FAC, SPACING r ra This drawing specifies repairs for a truss with broken chord or web member. This design Is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or, two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face. Minimum side member length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel. Nall Into 2x4 members usng two (2) rows at 4' o,c„ rows staggered. Nall into 2x6 members using three (3) rows at 4' o,c•, rows staggered, Nail using 10d box or gun nails (0.128'x3', min) Into each side member, The maximum permitted lumber grade for use with this detail Is limited to Visual grade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in loads. s L L 4' o,c. � Typical ~ O + O + O + O + —1 2' [-- Stagger + = Back Face 10d Box (0.128' x 3', min) Nailsi O = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staggered Nail Spacing Detail mloer Repair Detail Member forces may be--inc-r--&bused=f_cr---Dur_ation of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 1 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 4 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# s L IDnlnun H L Nstonce L Nlnlnum L instance H / L L L —VARN1NW" READ AND FOLLOW ALL NOTES ON THIS DPAWD43 �� � ... _ - +P"" 4 ■■WPORTANT- WWSH TKS DRAVW6 TO ALL CONTRACTORS W-UTWD TIE INSTALLERS. REF MEMBER REPAIR Q� GEIV s Trutces requW exerene mre Yi PahrKatep, handl4p, chlpplrp, InsWlDng and trncrp. Refer to a,d = �� 27i� `kx s' DATE 10/01/14 Popov tho latest p rf of th - Ong i-s. Ih Sofvty Infornovide by TPI and SecA) Far safety l practices prior to wise. top these functions. Installers shod structural ral short' brads0 per BCSL No. Unless noted oopertse, top chord shall hove properly attached structural sheathing and button d,ar DRWG REPCHRD1014 shop hove a properly attnchetl rlpold cohil. LB3, D7nS shim for pereanent Apply pl restraint h rubs fn11I chaff have braC1r�s Installed per RCSI suctions H3, B7 or H7D, ns apy kably. Apply plates to each face d L�J O of truss and position as -Mato above and on the Joint Details, u�rdess noted otherwise. � i Refer to drartrps 16DA-Z for standard plate posltlons. E �i` Alphe, a dvtsion of LTV Builtllnp Ca+ponmts Drolq inc shall rwt be responsible for ony deviation frony�. : f1Ti IItiNCOMPANY this d nr4p nrry fo0.ure to l„/ d the truss h conioreance wtth ANSI/TPI 1, or far handtr g, sNpp4p, i hstnllatlon L br cop of trusses. �I� 0 v O F; `O A ced on thK d- vNp or cover page llstYp tHs drnv4p, hdcntes ncceptarcn oP profecsiant ♦ � r1� engineering responcmllty solely for V,e design -Moen The sultaWkY wd use of thtc drnrhg '�i� (`��1 13389 L.Wroht Drive A { Earth 6JD46 far dw arp Forthis Jab•eeStJC .n.sbc tlu VyargielCO m�cccofvarg ,4ZAA'NM6t 'vJttt\�� SPACING 24.0' MAX ALPWE� oral Meltr.conl TPD rn.tphst. STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0. OC MAX. LENGTH T0TRIM 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). 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 (❑R FLAT BOTTOM CHORD SECTIONS OF A TRUSS). XLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING 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' D.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER PER THE LATEST VERSION OF ANSI/TPI. a I 1a338g THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' ❑,C. MAX. SPACING AND IOPSF MAX. CEILING LOAD., WITH THE EXCEPTIONS wnTPn ON THIS SHEET T USE THIS DETAIL FORT ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS), :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. DS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. 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'), iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. 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 APPLIEDI - 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 REG. - 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 BLC - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2,5') 2 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED, - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,120') x1.375' NAILS 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). wwVARNDJWw READ AND FOLLEV ALL WITES ON THIS DRAVDQ ..DPEIRTANTFUWSH TWS DRAWM TO ALL. CQITRAMM D UMM THE DSTALLERL Trusses require wtrene care In fabricating, handling, shipping, Installlnq and bracln . Refer to and fdlor the latest edition of BCSI (BIMng Conpt Safety Infornatbn, by TPI and S64 for safety onen pprrnncticvs prior to perforning these functions. installers shall W= temporaryry bra= per SCSL l4daes other.].., top have struetwnl sheatNnp antl button ` t C rented chord shall property attached hove a property attached NpW ceRhg. Locatbns shorn far permanent lateral restraint of webs ���shall .hall have bracing Installed per I sections H3. B7 or B10, as applbable. Apply plates to each face of truss arnd pp sltbn ae shorn .1— and an the Jahn Details, unless noted atherrise. Refer <o 160A-Z far standard AN IIV�COIvliie.NV dfrarings plate p-itons. Alpine, a dvlslon of ITV Bulldog Canponents Group Inc shall not be responsible for any devlhtlan froii this droving, any FaOwe to bWW the truss in cmfornonce with ANSI/TPI 1, or For handling, sNppbq..— �W l-La=the-rasponstbflltY of "a BL&dit Doslpnm per ANSI/R'I I Sect more Infornatian see this job's general notes page and these web —1pint1twxmi TPA eer,tpinst.oroi SHCA, rwe.sbCbldustryorgi = e►n GG�v' �ORI REF BC FILLER DATE 10/01/14 DRWG REPBCFIL1014 ♦V2 9NI3VdS \\\\\\\t +�M /� I�pob� 111 N V/i ,fit, k, `�\\ \v �Iry, w *� ®V' r `.���� 01k14 /41 fi ! — �o— ,��.�� = O % ^ �'? : �v% �SN30� �..� %., �// �� .• \� B °edaa}!s qa �asay} P- Da wdoe?ou Io�avaC sq s�j {} aaed-]{o-.J.1 -°u m' l�tl 'r�•s I uLtsNv +ad -14— ew+ue ay; d° A.UV u° "+gyp •l a..gx+�}s WwP sAl; io asn W° R;IN9}I+s ayl va°yII uBlsaP ayi .oe Rwws Finvurodsa+ H4++atiaua 1°i+°RsadaA J.aam;G»o sai°oP�9 'M9a9JP 51% &,M m aaw .+a+w .ro WwP sR0. u° I°as tl •SasaM} do auPwq 9 uof;oll°3sw 'au!ddM. 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'suol}oauuoo pnM uoj :-dlldn ssn.44. pa:..AodaA o!. ('xow) q-,4Ildn #OTZ ppV G1❑N 'saloads lln uo j paMo)ln ap-ou6 Aagwnl wnwlulw aqq, sl Z# 131❑N '<)K) Mo)ag a An61d ul uMogs a Aat{M sll ou 4no j jo s Aa:.snp snld 'o-o ,g :.-o s1lou (ulw '.O'Ex.821'0) xog pOT Nq-lm p.4oLi:) dol- do aolod auo o:� glDos 6u'oq nano t.{o'on:.y 'q!�6ual 6u'OLJ-4aAO aLiq. sawla. as AL14. puo u6lsap paToas s,.4aaul6u3 uo pa:.ou6lsap p AoLp do:. so saloads pun apn.46 awns 'goos t XZ wnwlulw -00'1 = a-z>l ',4sd 0'9=3Q 3H puim 1, sd Z'b=3Q 31 pulM 'doo.A ul aAaLimAuo paa.,000j 'q-6Lj uoaw :�j 00,0E 'Q dX3 'pulM Lldw O$,T u❑ '3 dX3 'pulM Lidw 09T OT-L 33SV '00'1 = q-z>l 'dsd 0'9=-iQ 3g puim 'dsd 2'}•=3Q 31 pu!m . 'boo A ul a AaLimAun pa}1000j 14.6U u oaw :�j 00'0❑ '3 dX3 'II ld3 'puim Lldw OZI SO-L 33Sd tX2 Sd3S A 12 (2) 16d TOE NAILS O IVARIES OPTIONAL SCISSORS BOTTOM CORD (2) 16d TOE NAILS TYPICAL END JACK (EJ) N.T.S. A 12 (4) 16d NAILS } VARIES � See Connection Detail I OPnoNAL WEB CONFIGURATION —(4) 16d NAILS See Connection Detail 11-3-12 MAX. SPAN TYPICAL CORNER JACK (CJ) N.T.S. TYPICAL CORNET' SET INSTALLATION TYPICAL LADING (P.S.F.) TI E: SHINGLES: TOP LIVE LOAD: i 20 20 TOP DEAD LOAD! 15 7 BOTTOM DEAD LOAD: 10 10 TOTAL: I 45 37 STRESS [INC. 1.25 1.25 WIND DESIGN: WAX. 160 MPH PER ASCE 7-10 MM. 24" O.C. -*WARNING** Read & Follow all notes on this drawing. Furnish this drawing to all Pontractors including the installers. CONNECTION DETAIL m FOR EACH LOCATION SHOWN TOP & BOTTOM J 2x4 SYP Nailer 16" Long `Cr 8'-0" MAX. Top & Bottom use 16d Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. B 0 12 VARIES OPTIONAL WEB CONFIGURATION (4)-16d NAILS See Connection Detail f 1 -J- 1 L MrAA. Jrr11V TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. MANUEL MARTINEZ, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182