Loading...
HomeMy WebLinkAboutTRUSS-ENGINEERINGSCANNED BY SthideCounty RANEY COMPONENTS C nay 19900 IndependenIce Blvd. Groveland, FI 34736 DIt1 pOne111'S, LLC one: (352)429-9429 ' (352)429- D04 " Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS00031 Printed: Fri, May 11 2018 Jan inrarmai►an. Address: FOR Name and License Number Customer Name: Creekside Lot 31 DR Horton 8629 Cobblestone Dr Description., City, State, Zip: 4EBB 1828-Cali "C" Fort Pierce, FL v VYVIII{, II IIV/I//Yi/VII/ Root Loads: Floor. Loads: TC Llve: TC Dead., BC Live: BC Dead: TC Live: TC Dead., BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Code: Wind Std., Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2017 RES ASIDE 7-10 160 Residential - CA� II C MWFRC & C&C W/M Pages or sheets covered by this seal from: 1 thru 24 Total 24 # 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 ABG 10 81 11 62 12 B3 13 B4 14 B5 15 B6 16 B7 17 B8 18 Di GE 19 CIGE 20 ER 21 BJ5 22 BJ3 23 BJ1 24 CJ7 0 40 015A 38 FF 55 1`F;lritcrs s lk b encicdlro a�lsent�r3,'ras earaa. azr�ecd ce�asxmttfds dtxrra zns tZ, t a�entiw'3 cros ivs., Digitally signed by Manuel Martinez n u e I ON: pesenta�Ie,ou=stACESBusiness Representative, ou=M AND E ASSOCIATES PA., on —Manuel Martinez, '` 9.2342.19200300.100.1.1=A01098000 • 0001414CFBFE960000211F I n�e'z Ado 20 r .tt DC version: Adobe Acroba[ DC version: 2015.006.30417 t . 0 88 W48 00 392E 85 F8 Pcd MM %ealed by 6.l =l martbw' wwabm wing aSKVt matc.zrs kw'Vd Ap atsand sulad mustbtvc &-dmmydcctrunk Page 1 of 1 File COD'v r Job Number: 36CS00031 Ply: 1 SEQN: 668252/'T10 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 11 FROM: AH DRW- Truss Label: Al Wgt: 224.0 Ibs ... 05/11/2016 65415 I 55"9" 5'5"9 6'594 +1'6'7 6'4"9 1 F=5X6 1112X4 m4X6 m3X4 m3XB m3X4 4X6 M2M SEAT PLATE REQ. SEAT PLATE REQ. 39'8" h1' 6'2"13 %3 2'6"1 59"1 5'9"1 2'0°1 5'9"3 6'2"13 1� 62"13 12' 14'0°1 19'10" 25'7"1 2T8' 33'5"3 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category:,11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 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'T" reinforcement. 80% length of web member_ Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.187 O 999 240 B 1654 / 709 / 961 / - / 445 18.0 Lu: NA Cs: NA VERT(TL): 0.479 O 999 180 J 1654 1709 / 961 / - / - 18.0 Snow Duration: NA HORZ(LL): 0.078 L - - Wind reactions based on MWFRS HORZ(TL): 0.140 L - - B Min Brg Width Req = 2.0 Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.666 Bearings B & J are a rigid surface. TPI Std: 2014 Max BC CSI: 0.600 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.593 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 27 0 F - G 1114 -1906 B - C 1492 - 3056 G - H 1255 - 2428 C - D 1227 -2466 H -1 1228 -2467 D - E 1254 - 2427 1- J 1493 - 3057 E-F 1114 -1906 J-K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 2673 -1193 O - N 2105 -826 r R - Q Q - P 2670 -1193 2670 -1193 N - M M - L 2671 -1195 2571 -1195 • � VW P - O 2104 - 801 L - J 2574 -1194 PNo 047U2s Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp- goR- C 276 -5 O- G 494 -777 Wgr C - P 418 - 596 G - N 464 -164 P - E 464 -164 N - I 418 -597 STATE.OF E - O 494 - 776 I - L 276 - 6 0 NP F - O 1385 - 751 40 015A38 FF 5B 81801387F48 00 99`2E S5 FB A3:lt tzemhaab�sera elat2e�cntczpzi�rew' �xlscalad SY FAs�zc1lWnrtk�es, PE�l.. ttc.exra�.1°aarNiadi2rz ffi1taNrtkaha�rs�g�5Fik3 a�ffiienC,taUenw�m Pa4arndss�xttrLh%doccxrcntass mutctxm9d.sci1 s�nrc�:.and *smicd arrd 1i2.S£W1 av1}ceniataEirocuxde Mr ktwwdfbf rm axr ciatraric a=lnL "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceilingg. Locations shown. -for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, le. ADD v plates to eacKface of truss and position as shown above and on the Joinf-Details, unless noted otherwise. (Refer to a division of �iPi 1;ortor h acceptance any structure failure to build the g or cover page rn. The suitability Job Number: 36CS00031 Ply: 1 SEQN: 668255 / T13 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1628-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: A1A Wgt: 260A lbs / ... 05/11/2018 6'4"9 Tt0" 14'4"7 I 19,10" 2T6"4 26'8' 31'9°7 33'3"7 39'8" 6'5"15 55"9 2'8"4'1" . 412 5'1"7 1'6' 64"9 F-6X12 \ G 1112X4 03X4E 12 H %4X4 6 � (a) (a) tk3X6 rS3X6 D 03X4C (a) I- o Jt03X4 (a) mH071 T Pa10X10 N (a) N m4X6(A2) B Km4X6(A2) 37 A L U T S R Q O M U12X4 m4X6 =3X4 =6X8 02X4 m2X4 =4X10 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" - ---J 1' 6'2"13 5'9"3 2'0"1 5'9"1 Z10" 4' 6'5°15 6'6"1 1' 6'2"13 12' 14'0"1 19,10" 22'8" 26W 33'1"15 39'8° Loading Criteria (psf) Wind Criteria Snow Criteria (P�Rf in PSF) Defl!CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.244 G 999 240 B 1561 1708 / 960 / - / 445 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.669 G 999 180 K 1561 / 708 / 959 / - / - / 8.0 Risk Category: 11 BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.128 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): 0.240 M - - B Min Big Width Req = 1.8 Mean Height: 15.00 ft K Min Br Width Re 1.8 NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 2.0 9 q = TCDL: 4.2 psf Bearings B & K are a rigid surface. Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.613 BCDL: 5.0 psf Bearings B & K require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 I Max BC CSI: 0.599 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used Yes Max Web CSI: 0.980 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0)I Mfg Specified Camber: Maximum Top Chord Forces Per Ply Chords Tens.Comp. Chords Tens.s. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1424 -2568 Lumber B - C 1489 -2859 H - I 1743 -3379 C - D 1225 -2257 I - J 1722 -3418 Top chord 2x4 SP #1 D - E 1252 -2218 J - K 1477 -2841 Bot chord 2x4 SP #1 WE - F 1509 -2514 K - L 27 0 Webs 2x4 SP 93 F - G 109 - 514 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Or 1x47" reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp. web member. Same species & SRB grade or better, attached with Bd Box or Gun (0.113"x2.5",min.)nails B- U 2497 -1190 R- Q 20 - 9 " " @6"oc.ra U-T 2494-1190 P-N 2985 -1303 �a ea T - S 2494 -1190 O - M 36 -15 Wind !�S-R 1920 -800 M-K 2477 -1179 Member design based on both MWFRS and C&C. r .047102 Maximum Web Forces Per Ply (Ibs) wo Iwo - Webs Tens.Comp. Webs Tens. Comp. � U - C 276 -5 P - G 195 -122 -0 UrZ C-416 -P-H 801 - S TA -re OF S -E 463 -160 160 H - N 807 - -357 357 �e E - R 494 -720 N - O 114 -4 4w F - R 42 -516 N - M 2557 -1218 1 R - P 879 657 M - J 81 90 685 P - Q 27 0 5E1C 40015A38FF5681110SB7F4800992EB-9FB Sz.,1r tcemteasbz�c�+cicurs�ara�",+rlx�nasi am9:caLed'tjy )ha�z�:7 tslarctn�s; ?&:t£t.. Lc.CtJ:92..(en Why Cat• stda�it�rarom usang a S3r�1 �sei� cmt±raricsa �tst¢, retn4cv nacfthhd — gotd l me iVAhd me tim v.A�tasahan5crt� sa�amcat-8aa aractfaed rats�datrarzk colas. —WARNING— READ AND FOLLOW ALL NOTES ONITHIS DRAWINGI *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg �Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. _ listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI I Sec.2. see r r Job Number. 0 14EBB 18b2e81 C� C"/DR Horton AEBB 1828-Cal! "C" I Qty: 1 6.4 Ibs I FROM: AH 250 / T9 !HIPS I DRW Truss / 05/11/201 B l Wgt 1 =4X6i 3� 6'4"8 T10" 12'4"7 19' 208" 213"9 31"0" 33'3" 39'8" 6'4"8 1'6" 4'5"14 6'T'9 1'8" 67°9 4'6°T 1'5" 6'4"B =5X845X8 F G 6X4 m3X4 =3X6 =3X8=3X4 =3X6 =3X4 ®2X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 6'2°12 5'10"3 1'11" 51°12 1'6" 5' 1'11" 5'10"3 6'2"12 1� 6'2"12 12'0"15 14' 19'1°12 20'8 25'8" 2T7" 33'5"4 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "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. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) DefIICSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf. NA Ce: NA VERT(LL): 0.156 P 999 240 Lu: NA Cs: NA VERT(TL): 0.428 P 999 180 Snow Duration: NA HORZ(LL): 0.068 M - - HORZ(7L): 0.126 M - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.444 TPI Std: 2014 Max BC CSI: 0.536 Rep Factors Used: Yes Max Web CSI: 0.665 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1561 / 710 / 964 1- 1428 / 8.0 K 1561 /710 /964 /- /- /8.0 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 1149 -1820 B - C 1500 - 2823 H - 1 1352 - 2348 C - D 1333 - 2384 I - J 1333 - 2385 D - E 1351 - 2345 J - K 1500 - 2823 E-F 1145 -1814 K-L 27 0 F-G 1101 -1552 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T T-S 2458 -1193 2456-1193 P - O O-N 2059 -951 2059 -951 " S - R 2058 - 921 N - M 2455 -1203 t� R - Q 2058 -921 M - K 2458 -1203 �� o0,4718� Q - P 1547 - 603 00 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. ST ATE Of T-C C S 216 -6 309 G-P P H 537 -311 474 697 - -440 - S - E 426 -151 H - N 427 -153 4 t E - Q F-Q 472 - 694 541 -377 N - J J-M 308 - 438 216 -8 A'tt A1 m Q- G 317 - 297 40 015A38 FF 50 81.80 3137F 48 00 99 2E 85 F® Thu ItoM kn been aktlr z)Paal=d =fad by Mac.A Martk,= 1�F.{#i..l9c.G&81�3f un ��da2a•:slaawrcaGaws eze�agasN�T as�antica3ausrr�a. 6mtad cacbmalthia ds�Ama Act cawimad%4 andmnalad ma6 tts:.2aenCcati�sxde na'at:rua=ecStaasfineacvs�lcctrmrak. bias: "*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, b TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporaryBCSI. Unless noted dtherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly )id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of ,i NI 1; or Tor r acceptance any structure failure to build the g or cover page rn. The suitability ' I Job Number: 36CS00031 Ply: 1 SEQN: 668248 / T8 / HIPS 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: A3 Wgt: 238.0 Ibs .. / ... 05/11/2018 6'4"9 T10" 12'4'8 1T 22'B" 2T3°8 31'9"7 33'3"7 3918° 6'4°9 1'6" 4'5°15 47'8 5'8' 47"8 4'5"15 1'6" 6W9 �6X6 RX6F G }33X4E H `43X4 12 6 %3X6 c 3X6 D l ro .013X4C J 43X4 g4X6(A2) B K®4X6(A2) A L T S R Q P O N M I1I2X4 `°3X4 =3X6 ='US m3X4 =3X6 m3X4 I12X4 SEAT PLATE REQ SEAT PLATE REQ. 39'8" - - - - - 1' 6'213 5'10"3 1'11° 5'6°4 3' 5'10°3 6'2°13 1' F 62°13 12'1" 14' 3112 22'8' 111 33 .3 3'9'8° IT1"1 [ P Loading Criteria (psf) 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 loc Udell L/# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA e: NA VERT(LL): 0.155 P 999 240 B 1561 / 712 / 965 / - / 387 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.425 P 999 180 K 1561 / 712 1965 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.125 M - - B Min Brg Width Req = 1.8 Mean Height: 15.00 It Code 1 Misc Criteria Creep Factor: 2.0 K Min Brg Width Req = 1.8 NCBCLL: 10.00 TCDL: 4.2 psf Bearings B & K are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.379 9 9 p TPI Std: 2014 Max BC CSI: 0.453 Bearings B & K require a seat plate. Load Duration: 125 MWFRS Parallel Dist: D to h!2 Spacing: 24.0 " C&C Dist a: 3.97 it Rep. Factors Used: Yes Max Web CSI: 0.685 Loc. from endwall: not in 4.50 It 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 JWAVE VIEW Ver: 17.02.02.1208.15 A - B 27 D G - H 1269 -1955 Lumber B - C 16W -2830 H - 1 1397 -2334 C - D 1378 - 2373 I - J 1378 - 2373 Top chord 2x4 SP #1 D - E 1397 -2334 J - K 1550 -2830 Bot chord 2x4 SP #1 Webs 2x4 SP #3 E - F 123 -1K - L 27 0 F - G 1203 -1695695 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 240 -1239 P - 0 2043 -1000 • �r •*•T-S 2463 -1239 O-N 2043 -1000 S - R 2043 -970 N - M 2463 -1267 R - Q 2043 - 970 M - K 2465 -1267 Q - P 1693 - 751 xNQ 041182, Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. '. T-C 230 -6 G-P 564 -328 C - S 324 -466 P - H 412 580 S - E 383 -160 H - N 382 -161 " •`� E-Q 412 -580 N-J 324 -466 F-Q 561 -334 J-M 230 -8 i. Q-G 231 -227 40 015A 38 FF 5B 81� �BO 813 7Fr 48 0€199 2E 85 F8 TfAs Itemfzsabu dedmak 4a *Zad ass waled 6y tlaaldd Marttnei, n M. tot. t97.11121 saga daia 4hawn akew Ldng a sHu.1 av^tffienC;mumcafe. lined cgpuxarxti� dm� et.' not=x3ewed S*Wdaad, hd am6 ccdonxt lsa nerff�d rmugdectrade mr,I. : *'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS reqwire extreme care in fabricatingq handiin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nenf Safety Information, bVy TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryy per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, icable. Apply plate. to each face of truss and position as shown above a don the Join CDetails, unless noted otherwise. (2efer to )s 160A-Z for standard plate positions. a division of 17 Buildin�tL�Components Group Inc. shall not be responsible�for any deviation from this drawing,any failure to build the conformance with ANSIlfPI 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 gnawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. Job Number: 36CS00031 Ply: 1 SEQN: 668246 / T7 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A4 Wgt: 264.8 Ibs .. / ... 05/11/2018 6'4"9 7'10."j� 12'4"7 15' 19'10" 24'8' 27'3"9 31'9'8 33'37 39'8" r 6'4"9 F1'6"' 4'5"14 F 27"9 1 4'10" 41' + 2'7"9+ 4'Vl"5 '6" B'4"9 =3X4 =5X6 6X4 0!3X4 Ea3X6=3X4 m3X8=3X4m3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8° �1+ B'2"13 F 5'10"2 �_1'11"� 4-10" 4'10" 1' 8'213 12"15 14' 19'10" 248" 25' "111 H1 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category:11 EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Snow Criteria (P9,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in too Udell U# VERT(LL): 0.1,58 G 999 240 VERT(TL): 0.434 G 999 180 HORZ(LL): 0.067 N - - HORZ(TL): 0.125 N - Creep Factor: 2.0 Max TC CSI: 0.387 Max BC CSI: 0.454 Max Web CSI: 0.464 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 57 6'213 1� 3 N3 39'8" ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1561 1714 / 962 / - 1346 / 8.0 L 1561 /714 /962 /- /- 18.0 Wind reactions based on MWFRS B Min Big Width Req = 1.8 L Min Brg Width Req = 1.8 Bearings B & L are a rigid surface. Bearings B & L require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 1334 -1958 B - C 1577 - 2832 H - 1 1388 - 2093 C - D 1411 -2370 I - J 1429 -2331 D - E 1430 - 2331 J - K 1411 - 2370 E - F 1388 -2093 K - L 1576 - 2832 F- G 1334 -1958 L- M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. t im B- V V-U 2467 -1273 2465 -1273 R- Q Q-P 1831 -864 2039 -1026 . - U - T 2039 - 996 P - O 2039 -1026 _.: T - S 2039 -996 O - N 2465 -1302 u No 7 S - R 1831 - 8W N - L 2467 -1302 ' Maximum Web Forces Per Ply (Ibs) Aft Webs Tens.Comp. Webs Tens. Comp_ STATE orz A, V-C C U 235 -6 327 -473 R-H Q - 1 278 -172 404 - 522 4: AT - *' U - E 351 -161 H - Q 546 -372 E - S F-S 404 -522 546 -372 1-0 O-K 351 -161 328 -473 F - R 278 -172 K - N 235 -8 . _ . uixll A G - R 247 - 290 40 015A38 FF 5B 81 B0 8B 7F 48 GO 99 2E 85FB xF.ltitsrnhtiabecncle¢1n�gs ned 1sralecibyrAaftelmmizzW, FERL. UB.cazuul on thea SR44 ax.th¢n�tsexi.�a. aEed ct'�i�.�f tip sfcnsascr3 natcau3i:"sssH s�nnsi �tl amaivd en!the rAl a:Ahemffira�emarr_�era�t&e ucr3f3 asWvdmtwa_- cmim **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 anQ'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly 7!d ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins sled per BCSI sections B3, B7 or t le. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Of 'Ipi 1;orTorn acceptance any structure failure to build the g or cover page in. The suitability Job Number: 36CS00031 Ply: 1 SEQN: 668243 / T6 / HIPS 4EBB 1828-Cali "C" /DR Horton AEBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A5 Wgt: 212.8 Ibs I ... 05/1112018 64 17319'1 ' 3"7 39'8" i VI ' 63 74"9 64"9 o5X8 =3X4 o5X8 D E F T 12 I 6 p 0 03X4C C' 3X4 =4X6(A2) B A H=4X6(A2) I 13;i P O N M L K J 1112X4 =3X4=3X6 =3X8 =3X6=3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' 6'2"13 6'9"3 1'510" 1' " 6'2"13 1' 6'2"13 13' 14 19'�10" 25'B" 26' 33'S"3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA AT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph PY NA Ce: NA VERT(LL): 0.172 E 999 240 B 1561 / 716 / 953 / - / 305 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.471 E 999 180 H 1561 / 716 / 953 / - / - 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.069 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.128 J - - (T )� B Min Br Width Re 1.8 9 q Code / Misc Criteri NCBCLL: 10.00 Mean Height: 15.00 it Creep Factor: 2.0 H Min Br Width Re 1.8 9 q Soffit: 2.00 TCDL: 4.2 psf BCDL: 6.0 Bldg Code: FBC 20 7 RES Max TC CSI: 0.446 Bearings B & H are a rigid surface. Load Duration: 1.25 psf P MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Jes Max BC CSI: 0.558 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Max Web CSI: 0.564 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp_ Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F B - C 1623 -2836 F - G 1502 -2274 1425 -2325 Lumber C - D 1425 -2325 G - H 1623 -2836 Top chord 2x4 SP #1 D - E 1502 -2274 H - 1 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Member design based on both MWFRS and C&C. B - P 2472 -1319 M - L 2006 -1008 P - O 2469 -1319 L - K 2W6 -1008 O - N 2006 - 978 K - J N - M 2006 -978 J - H 2469 -1348 2472 -1348 r raa�. • 40 �e� Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A 0 0 00 P- C 244 -4 M- F 370 -243 a C-O 377 -513 K-G 377 -513 D - O 444 -170 F - K 444 -170 �* « D-M 370 -243 G-J E - M 300 - 381 244 -6 w « y 40 015A 38 FF 58 84 80 613 7F48 00 99 2E 85 F8 r,h I I c m h=btm 9 k a rankalydp ,;;£(R. ne.=ID21 on the dAk load walcd by rAa .l MaIkin", ihown abaw tbg aSW4.1 azadsandotL—A,asda. Pmlyd eepla c1thk dm=m1z notetsm"wed Apad a ad s lad .1 tts= V�Al nP=Sta42asasXla tasat ha VMftwd Cat at V deet=k rass3ns. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlin shipping, installing and bracijlg. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) toF safety practices prior to pertorming these functions. Installers shall provide bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structure) sheathingp and bottom chord shall temporarryy have a proppefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg Installed per BCSI sections 63, B7 or 610, as applicable. Apply plates to each face of truss and as shown above an on the JoinCDetails, unless noted otherwise. (tefer to position drawings 160A-Z for standard plate positions. i Alpine, a division of ITW Buildin�tL�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in with ANSI PI 1, for handling installation bracing trusses.A this drrawing conformance or shipping, and of seal on or listing this drawing,indicates acceptance of pprotessrona engineering responsibility solely for the design shown. and use of this dawing for any structure is the responsibility of the Suiidirig Designer ANSI/TF11 Sec.2. cover paagge, _ The su" brllty per For more information see this'oUs general notes page and these web sites: ALPINE: www.al ineitw.sbm; TPI: www. inst.o ; SBCA: www.sbdndu .com; ICC:. www.iccsafe.org Job Number: 36CS00031 Ply: 1 SEQN: 668240 / T5 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: A6 Wgt: 212.8 Ibs / ... 05/1112018 6'4"9 + 11' + 16'11"4 + 21' +22'7" 33'3"7 + 39'8" r 6'4"9 4'7"7 5'11"4 4'0"12 17" 6'1" 4'7"7 6'4"9 25X8 112X4 m3X6m3X4 =5X8 D E F G H T 12 6 a r 03X4C 1 �3X4 0 in 1=4X6(A2) B J! 4 2M A K S R n P O N M L 1112X4 m3X4 m3X6 m3X8 m3X4 m3X6 m3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' f' 6"213 9"' 3 3' 1' 2'11� I r 3'" 49"3 13 1' 5 85A 9 86213 112533 3141611"422' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk. Category:11 EXP: C Des Ld: 37.00 Mean Height:15.00 ft NCBCLL: 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: 3.97 ft Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L/# Pf: NA Ce: NA VERT(LL): 0.191 E 999 240 Lu: NA Cs: NA VERT(TL): 0.526 E 999 180 Snow Duration: NA HORZ(LL): 0.070 L - - HORZ(TL): 0.132 L - - Code I Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.384 TPI Sid: 2014 Max BC CSI: 0.487 Rep Factors Used: Yes Max Web CSI: 0.487 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 r a� 0 40 015A38 FF 513 tit B03B 7F49 00 99 2E85 FB 3#;k ltemleaa beenekctranfca�jz$prmdzsr9 xalad 6Y t&arazxl tt3zrttnea, �€(r�., t�.�arasztcntt�Ja� �nawm a��snsaaa zxarcntscataxa�8� Mated cufeizs�d�Ts docsaL�s atayt rsad daaud,�almd zms the azshmtkat a=don-1bawAfbdea mycImttnnk capias. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1561 / 718 / 940 / - / 264 18.0 J 1561 /718 1940 /- /- 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 J Min Brg Width Req = 1.8 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 1684 -2611 B - C 1644 - 2814 G - H 1676 - 2599 C - D 1523 -2445 H - 1 1522 -2445 D - E 1684-2611 1- J 1643 -2814 E-F 1684 -2611 J-K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) . Chords Tens.Comp. Chords Tens. Comp. B - S 2448 -1332 O - N 2134 -1115 S - R 2446 -1332 N - M 2134 -1115 j R- Q 2134 -1085 M- L 2446 -1361 Q - P 2134 -1085 L - J 2446 -1361 P - O 2516 -1373 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S- C 198 - 8 G- O 274 -327 C - R 299 - 377 O - H 642 - 397 D - R 373 -177 H - M 369 -176 D - P 653 - 405 M -1 298 - 377 P-G 109 -106 I-L 199 -10 E - P 270 - 323 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vqire extreme care in fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI and'SBCA) for sa ety 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 progpany ,lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 83, 67 or 610, le_ AnnTv plates to each face of truss and position as shown above and on the Join Details. unless noted otherwise: f2efer to a division of failure to build the g or cover pa e in. The Sul bihty any � f Job Number: 36CS00031 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" Truss Label: A7 12 6 B 7'8'12 9' 14'3°11 7'8"12 1'3" 5'3"11 =3X4 D E SEAT PLATE REQ. 1' 7'10"8 T10"8 S R Q 3X4 =3X6 =3X4 4'1"8 P.ly: 1 SEQN: 6682291T4 / HIPS Qty: 1 FROM: AH DRW: Wgt:211.4lbs .. / ... 05/11/2018 a9'�0" 25'4"5 + 30'8" 31'1� 39'8" 10 5'6"5 5'3"11 1'3" T8"1"1; 3X61112X4 =3X4 =5X6 F G H I J Iu2X4 T (h K=-4X6(A2) rn L P O N M =3X8 =3X4 =3X6 =3X4 SEAT PLATE REQ. - 39'8" 13 5'9"13 2'0"3 4'1"8 7'10"8 1' 0" + 257"13 + 27'8"+ 31'9°8 39'8° Loading Criteria (pso TCLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft 9 Snow Criteria (Pg,Plitn Pg: NA Ct: NA 9AT: Pf. NA Lu: NA Cs: Snow DurationNA: NA PSF) Defl/CSI Criteria NA PP Deflection in too Udell U# e: NA VERT(LL): 0.243 G 999 240 VERT(TL): 0.667 G 999 180 HORZ(LL): 0.074 M - - HORZ L 0.139 M - - �) Creep Factor. 2.0 P ♦ Maximum Reactions (Ibs) Loc R / U / Rw I Rh / RL / W B 1561 / 720 / 921 / - / 223 / 8.0 K 1561 1720 / 921 / - /- / 8.0 Wind reactions based on MWFRS B Min Big Width Re 1.8 q K Min Big Width Req = 1.8 Code 1 Misc Criteria Soffit: 2.00 TCDL: 4.psf BCDL: 5.0 P sf Bldg Code: FBC 201�/ L RES Max TC CSI: 0.566 Bearings B & K are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 IlMax BC CSI: 0.560 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Y e s Max Web CSI: 0.510 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 D G - H 2O29' -3246 B - C 1644 -2767 H - I 1873 -2960 Lumber C-D 1811 -2719 I-J 1810 -2719 Top chord 2x4 SP #1 D - E 1873 -2960 J - K 1644 -2767 Bot chord 2x4 SP #1 E - F 2029 -3246 K - L 27 0 Webs 2x4 SP #3 F - G 2029 -3246 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. �3 MAP rApr yt� B - S 2395 -1311 P - O S - R 2260 -1186 O - N 2993 -1625 2260 -1216 ee �ee�e R - Q 2260 -1186 N - M 2260 -1216 t +ar Q - P 2993 -1614 M - K 2395 -1340 r a Maximum Web Forces Per Ply (Ibs) e Webs Tens.Comp. Webs Tens. Comp. � � C - S 405 -328 P - H 329 -187 STAFF. S - D 489 - 425 H - O D-Q 944 O-I 378 - 520 944 562 � ee a -562 Q - E 378 - 520 I - M 489 - 426 ,. E - P 329 -187 M - J 404 - 328 4�, ��� G - P 228 -303 40 015A88 FF 5B 81I80 BB 7F48 00 96 2ES5 FB a#k itamRti.Lv��x alxCtt¢xi�ad�z32mafad 6y rdaawa3 Maetnc ($i,tYf.vastai tca c@ sAowaabawWas aS)U.4 / asx3ls entSca�eas rasda. prbtrd ccowatha drrux Azw vat cwWticrad 4r 42M malad arzd ttse..�"..SuiztdrientSra37zxs�anr�tt�.�srtfa�:f cn am�dcctra� s=lna. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI and'SBCA)1oi safety practices prior to perfotming these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shalllhave bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint' Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible fl r any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this iob's general notes oaae and these web sites: ALPINE: www.aloineitw.com: TPI: www.toinst.om: SBCP: www.sbdndustrv.com: [CC: www.iccsafe.om Job Number: 36CS00031 Ply: 1 SEQN: 668238 / T12 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A8G Wgt: 242.2 Ibs / ... 05/11/2018 ,o.�Q" 7' 11'6"4 17' 19, 10 22'8" 28'1"12 32'8" 39'8" i 7' 4'6"4 5'5"12 2' 2'10" 5'S"12 F 4'6"4 7' fi 0 1 m4X12 E�6X8 192X4 =5X6=4X6 1112X4 TC3 =6X6 12 Cm6X6 D TC2 E F G H m6X81 J RN qmmi qk Ii. F AF\lk 1 - T 4L12(B3) T S R— Q P O N M 11 1114X4 195X8(R) =8X12 =8X12 =5X6 1114X4 SEAT PLATE REQ. SEAT PLATE REQ. 11'4" i28'4" SEAT PLATE REQ. 1' 6" 6'44 4'4" 2 5' 5'8" 5' 2 4'4" 64"4 i6i s'10"4 11'2'4 �1 n' h T2'8^ zr8" PH' 12 32'9"12 39'2" �8", Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.144 1 999 240 B -116 / 116 / 30 I - I - / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.399 1 999 180 S 4524 / 2025 / - / - / - / 8.0 BCDL: 10.00 Risk Category. II Snow Duration: NA HORZ(LL): 0.022 M - - K 1872 / 860 / - / - / - / 8.0 Des Ld: 37.00 EXP: CHORZ(TL): 0.042 M - - Wind reactions based on MWFRS Mean Height: 15.00 ft NCBCLL: 0.00 Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.3 TCDL: 4.2 psi S Min Br Width Re 5.3 Soffit: 2.00 BCDL: 5.0 P sf Bldg Code: FBC 2017 RES Max TC CSI: 0.728 g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.525 K Min Brg Width Req = 1.9 Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: No Max Web CSI: 0.723 Bearings B, S, & K are a rigid surface. Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings B, S, & K require a seat plate. GCpi: 0.18- Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 27 -20 G - H 1427 - 3199 Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: B - C 1022 -493 H -1 1427 -3199 Bot chord 2x6 SP #1 C - D 2566 -1160 I - J 1678 -3751 Webs 2x4 SP #3 :W4 2x4 SP #1: D - E 459 -1040 J - K 1628 -3574 Bracing E - F 459-1040 K - L 27 -20 (a) Continuous lateral restraint equally spaced on F - G 459 -1040 member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, Maximum Bot Chord Forces Per Ply (Ibs) attached with 8d Box or Gun (0.113"x2.5",min.)nails Chords Tens.Comp. Chords Tens. Comp. @6"oc.vAN B - T 396 -857 P - O 3773 -1705 Loading 4 - T-S 403 -884 O-N 3773 -1705 e #1 hip supports 7-0-0 jacks with no webs. +� , ,> S- R 1031 -2342 N- M 3112 -1400 NO 00182 19R - Q 1031 - 2342 M - K 3139 -1407 Wind " Q - P 2229 -1022 Wind loads and reactions based on MWFRS. z V ir - ,. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. v T- C 636 -156 G- P 1513 -630 C - S 976 - 2197 H - P 433 - 539 v4-s� S - D 1490 -2832 P - 1 326 -673 Q - G B788 -17853 N J B22 - 356 E - Q 395 - 461 J - M 625 -145 40 013A38 FF 55 81 BO BB 7F 48 CO 992E 95 FB Thu ltambwbaastck sd nad and acalad by rytax lmartteex, �1�• ric.��a<�E��ussnav��katc�3agastta�3 ztd�etsdtatirs. calla. fr3utad co9f,0f611 d.,c.:m..,..k flat Mn M=d%kW_d,=A salad andthe _-AA naahandtati_=da M-1tmn«arif dMwydectrork car!as. "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re wire extreme care in fabricatin , handlin shi ping, installing and bracing. ,Refer to and follow fhe latest edition of BCSI (Building Comportengt Safety Information, byy TPI an� SBCA) fo'r saety practices prior to pertorming these functions. installers shall provide temposrryy bracing per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. j2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI Pi 1, or for handling shipping, installation and bracing of frusses.A seal on this drawing or cover page _ listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00031 Ply: 1 SEQN: 668267 / T1 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: 131 Wgt: 240.8 Ibs .. / ... 05/11/2018 6'4"8 7'10° 12'4"9 18'0"1 217"15 27'3"7 31'9"7 333" 39'8" 14"8 1.6" 4.6" 57"8 37"14 5'7"8 4'6" 1.6" 8 m6X6 F� 6 G 12 03X4E H 3X4 6 p 3X6 ,n 3X6 D a, 03X4C (a) (a) 3'z3X4 =-4X6(A2) B K=4X6(A2) L q T S R Q P O N M 1112X4 m3X4 m3X6 a3X8 =3X4 =3X6 =3X4 012X4 SEAT PLATE REQ. SEAT PLATE REG. - r 39'B" 6'Z12 5.10"5 1-10-1j5 4'-1.1 36"2 4'D"1 11'10"1 5 62"12 rt+ + 6'2°12 12'1"1 14' 18'1°13 I + + 217"15 2'1 27'6°1 33'5"4 39.8" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,PI'IIin PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA dAT: NA PP Deflection in too Udefl U# Loc R 1 U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph PY NA Ce: NA VERT(LL): 0.155 P 999 240 B 1561 / 711 1965 /- / 408 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.427 P 999 180 K 1561 1711 / 965 /- /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS Des EXP: C HORZ L 0.125 M - - B Min Br Width Re 1.8 �) g q Code / Misc Criteria CLLd: 10.00 NCBCLL: 10.00 Mean Height: 15.00 ft g Creep Factor. 2.0 K Min Brg Width Req = 1.6 P Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 201 Bearings B & K are a rigid surface. RES Max TC CSI: 0.401 9 g Load Duration: 125 MWFRS Parallel Dist: D to h12 TPI Std: 2014 Max BC CSI: 0.490 Bearings B & K require a seat plate_ Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.565 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): I Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.16 A - B 27 0 G - H 1217 -1885 B - C 1534 -2627 H - 1 1383 -2340 Lumber C - D 1363 - 2379 I - J 1364 - 2379 Top chord 2x4 SP #1 D - E 1382 -2340 J - K 1534 -2826 Bot chord 2x4 SP 91 E-F 1-1K-L 27 0 Webs2x4SP#3 F-G 1159159 -1618618 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Or 1x4'T" reinforcement. 80% length of web member. Same species & SRB or better, Chords Tens.Comp. Chords Tens. Comp. grade attached with 8d Box or Gun (0.113"x2.5",min.)nails ' - B - T 2462 -1224 P - O 2051 986 ' -01e T S' 2459 O N 2051 986 @ 6" oc. #0100 . - -1224 - - S R 2050 956 N M 2459 s Wind"' _ WIZZ - - - -1245 �+" #vim 'ar" R - Q 2050 -956 M - K 2462 -1245 P 1615 Member design based on both MWFRS and C&C. Q -685 7 a � Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T-C 222 -6 G-P 560 -327 C S 316 P H 445 -644 - -453 - S-E 411 H-N 410 -156 -155 E - Q 445 -644 N - J 315 -452 F-Q 558 -357 J-M 223 -8 Q-G 250 -243 40 01 SA 39 FF 5B 8t.80 813 7F49 00 99 2E 95 FB tiltar�t<ustearsolerkar a pad and wWad by Mawtl Marttne,, '?E (FL. Lk.a4TEH21 m t?cdaw Shawn atascvx w0i; a 5H&3 a�heatlrat�tcrtda- :v�tadc l$za�i'sha:. drs mm nut csaW&md ttds�ad=d scale$ and tFc, A.A"l atAQ.t7cats`ea C64a nwt:ba aranfkd M wrd"Mnk sazi+lw.. *`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall ,have bracing installed per BCSI sections B3, B7 or p10, as applicable. Apply Oates to each face of truss and position as shown above andi on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW BuildinQQComponents Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIrfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pprofessions engineering responsibility solely, for the design shown. The suitability and use of this drawing for any structure is the. responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this iob s general notes oaoe and these web sites: ALPINE: www.aloineitmoom: TPI: wtwr.toinst.ora: SBCA www.sbdndustrv.com: [CC: www.iocsafe.ora O Li Job Number: 36CS00031 Ply: 1 1 SEQN: 668259 / T16 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: B2 Wilt: 254.8 Ibs .. / ... 05/1112018 i 6'4"9 T10"t9 124"8 16'0"1 19'10' 237"15 2T3"7 31'9"7 33'3"7 39'8° i r 6'4"9 +1'6't 4'6° + 37"6 + 3'9"15 + 3'9"15 3'T'6 T 4'6• r 1.6'I 6,4"9 1 ®3X4 m5X6 V ED am 6(A2) 012X4 ®3X4 ®3X6 m3X4 Min -3X4 g3X6 ®3X4 - I9ZX4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 5'10"4 1'11" 3'9"15 3'9"15 2'0"1 5'10"4 6'2"13 1� 6'2"13 12'1° 14' 2�0 1,� 19'10" 237"15 11D 1 33'5"3 39'8" 1' 6'0"} 2 Loading Criteria (psf) 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 loc Udefl U# Loc R 1 U 1 Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf NA Ce: NA VERT(LL): 0.154 G 999 240 B 1561 / 713 / 964 / - / 367 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.424 G 999 180 L 1561 / 713 /964 / - /- 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.066 N - - Wind reactions based on MWFRS EXP: C HORZ L 0.125 N - - B Min BigWidth Re 1.8 Des CLLd: 10.00 Mean Height: 15.00 ft �) q g Code / Misc Criteria Creep Factor. 2.0 L Min Brg Width Req = 1.8 NCBCLL: 10.00 P TCDL: 4.2 psf Bearings B & L are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.383 P TPI Std: 2014 Max BC CSI: 0.454 Bearings B & L require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.566 Loc. from endwall: not in 4.50 itFT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1264 -1827 Lumber B - C 1561 -2830 H - I 1326 -2020 C - D 1395 -2372 1- J 1413 -2333 Top chord 2x4 SP #1 D - E 1413 - 2333 J - K 1395 - 2372 Bot chord 2x4 SP #1 Webs 2x4 SP #3 E - F 1326 -2020 K - L 1562 -2830 F- G 1264 -1827 L- M 27 0 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 14 tj B - V 2466 -1255 R - Q 1755 - 804 iaxa� V-U 2464 -1255 Q-P 2041 -1013 ._ V�ev* U - T 2041 - 984 P - O 2041 -1013 ` T - S 2041 - 984 O - N 2464 -1284 S - R 1755 - 776 N - L 24W -1284 a 4' . Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. V- C 232 - 6 R- H 258 -183 STATE OF C - U 325 -469 H - Q 546 -351 Aw U - E 373 -161 Q - 1 409 - 558 E - S 409 - 556 1-0 373 -161 F - R 546 -351 K - N 326 468 G 190 R -217 40 015A38 FF 515 8180 BB7F48 00 99 2E 85 FB TWA itarnEasPssesa atetirmsfc { siad wJ-.ealad b-i4Aaavrx114?artinez tk.as7=1 an the daft31 WQ abM Wng a stt, i acthendM&A¢udc. ftbtad Capin,af&L- dtv=cntms not craslewad *ngdmg seaind aox thaaz-A-1 4hendmttsfseede rgzt tw WOW Magdecimnk. . aMlas. *"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricating. handling. shiopinq. installing and bracing. Refer to and follow the latest edition of truss and position as lave bracing Installed per b, on the Join f Details, unless a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSI 1, or for handlingf 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 to of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 1 Job Number: 36CS00031 Ply: 1 SEQN: 668262 / T25 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: B3 Wgt 218.4 Ibs .. / ... 05/11/2018 6"7� 25'715 31'9"7 398 i P + 644"7 1160� 61"8 59"15 F r 6 64"7 v-,5X8 1112X4 ZE5X8 E F G 12 fi 33X6 �3X6D H g3X4C 1 �3X4 (a) r` (a) =4X6(A2) B J=4X6(A2) K A R Q P O N M L 112X4 =3X6 =3X4 m3X8 m3X4 =3X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' fi'2"11 5'9"5 2'0"1 59i 15 5'9"15 2'0"1 5'9"5 6711 1' 6'211 12' 14'0" 19'IO" 25'7"15 27'B" 33'S"5 3918" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,P# in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.164 F 999 240 B 1561 1715 1958 / - / 326 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.451 F 999 180 J 1561 1715 / 958 / - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.130 L - - B Min Br Width Re 1.8 (T )= g q Code / Misc Criteri NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 J Min Br Creep Factor9 Width Re 1.B . 2.0 q Soffit: 2.00 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.592 Bearings B & J are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 � Bearings B & J require a seat plate. - Max BC CSI: 0.603 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: as Max Web CSI: 0.354 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver: 17.02.02.1208.15 A-B 27 0 F-G 1404 -2093 B - C 1617 -2856 G - H 1376 -2223 Lumber C - D 1350 -2262 H - I 1350 -2262 Top chord 2x4 SP #1 D - E 1376 -2223 1- J 1616 -2856 Bot chord 2x4 SP #1 E - F 1404 -2093 J - K 27 0 Webs 2x4 SP #3 Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Camp. member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB or better, 1931937 g - R 2494 -1317 O - N -952 grade attached with 8d Box or Gun (0.113"x2.5",min.)nails 2491 --952 R - Q 2491 -1317 N - M 1346 6" oc.� ��� Q - P 2491 -1317 M - L 2491 -1346 r� x� Wind �$,"tr� P - O 1937 -922 L - J 2494 -1346 Member design based on both MWFRS and C&C. NO Maximum Web Forces Per Ply (Ibs) 047149 go, Webs Tens.Comp. Webs Tens. Comp_ R- C 273 - 5 O- G 286 -177 C-P 427 -600 G-N 464 -172 r STATE E - P 464 -172 N - I 427 - 600 OF E- O 286 -177 I- L 273 - 4 F - O 221 -283 el 9M�l 40 01 SA FF 50 &f PIAL 84 8B 7F48 00 99 2E85 FB ThU Itersbas iae tIear kap %Vazd zrd%aad by id.'er AV. artIms, PEM. tic.0471921 anthe &4 slasera Above wklo 1SY.Xl a3s"tlfea= izCdo- a'1iaEGd cr.Pi.�rtix: dt� LnasE [EaAs$$¢a0d$and za�d arb tFs 3s.".A"1'as4ten�ak-:zua ernsair�a•a.�9f�d'eac am+f'eiecth'i(& ' raxyies. —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 Installers temporarryy Component Safety Information, by TPI and'SBCA) for safety practices prior to pertdrming these functions. shall provide bracing per BCSI. Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, 67 or 610, as applicable. Apply plates to each face. of truss and position as shown above anion the JoinCDeta!Is, unless noted otherv✓ise. (2efer to drawings 160A-Z far standard plate positions. Alppine, a division of ITW 8uildinQqComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the trdss in conformance with ANSIt fPI 1, Or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. Job Number: 36CS00031 4EBB 1828-Cali "C" /DR Horton MEBB 1828-Cali "C" Truss Label: B4 6'4"9 6'4"9 m4X6 12'0"1 57"8 Qty: 17.2 Ibs I FROM: AH 264 ! T23 / COMNI DRW / ... 05111l2018 19'10° 27'7"15 33'3'7 39'8" 7'9"15 7 9"15 57"8 64"9 --5X8 1112X4 Zi5X8 D E F 1112X4 =3X4 =3X6 =3X8 =3X6 =3X4 112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8° 1' 6'2"13 5'9"4 1'11"1 5'10" 5'10" 1'11"1r5 5'9"4 6'213 1' 6'2"13 + 12'0"1 14' 19'10" 25'8" 27'7"1� 33'5"3 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 /� Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: Il EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 It Loc. from endwall: not in 9.00 ft 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 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Pt NA Ce: NA VERT(LL): 0.183 E 999 240 Lu: NA Cs: NA VERT(TL): 0.502 E 999 180 Snow Duration: NA HORZ(LL): 0.068 J - - HORZ(TL): 0.128 J - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.618 TPI Std: 2014 Max BC CSI: 0.624 Rep Factors Used: Yes Max Web CSI: 0.580 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL !W B 1561 1717 / 947 / - / 285 / 8.0 H 1561 1717 /947 /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 H Min Brg Width Req = 1.8 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 1616 -2483 B - C 1631 -2819 F - G 1476 -2392 C - D 1476 -2392 G - H 1631 -2819 D-E 1616 -2483 H-1 27 ' 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens_ Comp B - P 2454 -1322 M - L 2080 -1066 P - O 2452 -1323 L - K 2080 -1066 O - N 2080 -1036 K - J 2452 -1352 N - M 2080 -1036 J - H 2454 -1352 Maximum Web Forces Per Ply (Ibs) No 04,7102 Webs Tens.Comp. Webs Tens. Comp. P-C 210 -6 M-F 508 -321 C - O 328 -426 F - K 433 -168 w #, e D- O D-M 433 -168 508 -321 K- G G-J 328 210 -426 -8 TATE 'OF 40 E - M 364 -462 40015A38Ff51381BO3157F4800992E95FB a`#.iritamAaah asaokcUr jsdgned=duitadbyMaeauctlRarttnay Min. Gi�.t�E( antAa; d3Se shaven a6am wing a 5N�1 abeam ands eta# dm tma not ax &ered skmrdmds hd and tt :;F ,:�av3hent',rage scedcenss tffian &L-xrea wV dectroMk Dios. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building [ Safety Information, byY TPI anr7 SBCA) tc safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly aaid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, le. Aoogv dates to each face of truss and Dosition as shown above and on the Joint Details, unless noted otherwise. (2efer to a division of TPI 1; or for h acceptance any"structure failure to build the g or cover page in. The suitability Job Number: 36CS00031 Ply: 1 SEQN: 668296 / T241 HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: B5 Wgt: 203.0 Ibs .. / ... 05/1112018 5'3"4 + 10'01 + 16'9" 1 23'0"12 + 29'7"15 } 34'4"12 1 3 5'3"4 4'8"12 6715 6'3"11 6'7"3 4'8"12 5'3"4 =5X8 =314 =5X6 =5X8 D Ej F G T 12 T 6 m �2X40 H '2X4 `v In of =4X6(A2) B b�4X6(A2) 3 A J 1I P O N M L K SEAT PLATE REQ. =3X4 =3X6 =31 =3X6 =3X6 =3X4 SEAT PLATE REQ.39'8" h1'+ 10'0"1 +1'11"15 N5"8 +7673 i 4'7"4 } 1'11"1 10'0"1 10'0"1 12' 16'5"8 23'0"12 27'8" 297"1 39'8" Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pilin PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Fig: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL 1 W TCDL: 7.00 Speed: 160 mph PY. NA Ce: NA VERT(LL): 0.211 F 999 240 B 1561 1719 / 931 ! - / 244 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.579 F 999 180 1 1561 / 719 / 931 / - / - 18,0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.072 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.135 K - - B Min Big Width Req = 1.8 Code / Misc Criteria Creepr. 2. NCBCLL: 10.00 Mean Height: 15.00 ft Facto TCDL: 4.2 psf 0 1 Min Brg Width Req = 1.8 Bearings B & I are a rigid surface. Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.460 g g BCDL: 5.0 psf I Bearings B & I require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.736 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.626 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.12D8.15 A - B 27 0 • F - G 1821 -28W Lumber B - C 1692 -2808 G - H 1555 -2540 C - D 1556 -2540 H -1 1692 -2809 Top chord 2x4 SP #1 D - E 1812 - 2845 I - J 27 0 Bot chord 2x4 SP #1 E -F 1820 -2860 Webs 2x4 SP #3 Wind Maximum Bot Chord Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Camp. B - P 2456 -1386 M - L 2223 -1174 P - O 2224 -1145 L - K 2223 -1174 • ' 'i ��y; O-N 2224-1145 K-1 2457 -1416 x N - M 2866 -1530 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. wr C - P 276 -266 M - G 801 -498 D - P 399 -129 F - M 293 - 358 W�gD - N - G - K -129 T N-E 300 -365 K-H 276 -266 E-M 100 -96 SERJAL* 40 01 SA3E FF 5881 IbID 813 7F4E 00 99 2E 95 FB siiulteri iautamerielcctrotsBtmad �id:cafastiry IAaaa,^xi tRarttnca Eikl.. tic. Y�t&3.{crtVie Batt ifitmmaabamm Wing asMA»i ..Ih.tica�aacadr_ a' tetmdtop zarrfias docr ras�rarmmat=ndimd d'�t� zz widsmaind acid also 3FA-2 3 thcnr�tattm ete mmk bz xeerifted rm=yetectmrek cr�fas `"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathincclI and bottom chord shall have a propperly attached ric]id ceiling Locations shown for Permanent lateral restraint of webs shall have bracingp ins tied per BCSI sections B3, B7 or t 10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise, (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinccLLComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with 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 professional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineihv.coni: TPI: www. into ; SSCA www.sbcindu .com; ICC: www.lecsafe.org Job Number: 36CS00031 Ply: 1 SEQN: 668301 / T14 / SPEC 4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" Qty: 1 FROM: RS DRW. Truss Label: B6 Wgt: 212.8 Ibs .. / ... 05/11/2018 8'0"1 6'0"1 13'5"12 19' 26'4"1 29' 33AT 39'8" 5'S"11 + 5'6"4 + 7'4"1 2'7"15+ 4'3"8 + 6'4"8 T g�5X8 m3X4 12 C D E F T 6 H �3X4 M 0 =U6(A1) B L=3X A L� : F I — 3X8 J P O N M L K 112X4 -3X8 112X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 13'4" 68" 20'8" �1' h 8'1"13 r 5'0"7 5'9"12 I 72"5 2'9"11 1 4'5"4 + 8'2"12 �_1� 8'113 13-2"4 19' 28'2"5 29' 33'S"4 39'6" Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Bracing Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 It Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Plating Notes All plates are 5X6 except as noted. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Ld: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 13 Defi/CSI Criteria PP Deflection in too Udell L/# VERT(LL): 0.032 L 999 240 VERT(TL): 0.095 L 999 180 HORZ(LL): 0.014 K - - HORZ(TL): 0.026 K - Creep Factor. 2.0 Max TC CSI: 0.501 Max BC CSI: 0A24 Max Web CSI: 0.663 Mfg Specified Camber: ♦ Maximum Reactions (Ibs), or "=PLF Loc R I /Rw /Rh /RL /W B 559 / 260 / 385 1- / 257 / 8.0 O" 325 / 147 / 161 10 /- 168.0 1 752 / 342 1531 / - 1- 18.0 Wind reactions based on MWFRS B Min Big Width Req = 1.5 O Min Brg Width Req = - I Min Brg Width Req = 1.5 Bearings B, O, & I are a rigid surface. Bearings B, O, & I require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver. 17.02.02.1208:15 Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 549 - 672 B - C 356 - 588 G - H 520 - 686 C - D 163 -14 H -1 659 -1095 D- E 435 -187 I- J 27 0 E - F 435 -187 Maximum Bot Chord Forces Pcr Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 449 - 232 M - L 631 - 280 P - O 466 - 232 L - K 916 - 485 O - N 298 - 359 K -1 919 -485 N - M 635 - 280 r :ZZ rE ' 40 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp_ C-P 312 -44 M-F 225 -2 C-O 418 -646 F-L 191 -141 O - D 178 - 97 G - L 432 - 339 D-N 319 -410 L-H 336 -449 E-N 321 -398 H-K 235 -15 A A N-F 783-1202 40 015A 38 FF 5B 81$0BB 7F48 00 99 2E 95 FB 51.L iear:+Aas mans elct! x ned�as =1zdby rA"wvJWrtenex, ZL. Lis.W%Njosi 42vsca9zahawet ata e.t nga SMd•�8 asatl�en�at�asra�9e- tad eiarx9d11 d=t=== eaotcssad Via:: srad salmd axad tis} +.h-i ssflfcont .ia�acvfle mrtst be a dfbd CA wrdectw,& c aplat, "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, byV TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 610, e. Apply pales to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise, f2efer to 60A-Z for sp ndard plate positions. of failure to build the g or cover pa e_ rn. The Sui brlety t Job Number: 36CS00031 Ply: 1 SEQN: 668303 / T11 / SPEC 4EBB 1828-Cali "C" /DR Horton MEBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: B7 Wgt: 208.6 Ibs .. / ... 05111/2018 T T11i15 13'9"12 1T1h 1 1u8',8- 24'4"1 + 29' } 33'3'9 + 39'8" { T 1" 5 5'9"13 4' 3 8" j 5'8"1 4'7"15 4'3"9 64`7 ! e 5X6 T12 5C10(SRS) X=3X6 6 =5XD E FG 2X4 H J3X4 XT N mT�, b (a) sKaio ■ 1 I �3X6(A1)B I 3X6(A1)� 1 A L — 4 = X41112X4 E 3X4 =4X10012PX4—m3X6 = X8112X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. ITS" 21' 5' 1' Tt"12 F 54"9 " 2 A4 5'6"5 1'S"11 4'5"5 6'2"11 1' 77T12 1" 1 13'674 18'8" 24'2"5 25'8 34 335"5 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def1/CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CPT: NA PP Deflection in for. L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.039 N 999 240 B 529 1241 / 354 / - / 277 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.101 N 999 180 S 687 1237 / 346 / - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.014 M - - Q 1302 1601 / 633 / - I - / 8.0 Des Ld: 37.00 EXP: C HORZ 0.027 M - - ( )TL= K 770 / 350 / 528 1- / - 18.0 NCBCLL: 10.00 Mean Height: 15.00 it Code / Misc Criteria Creep Factor. 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 42 psf BCDL: 5.0 psf Bldg Code: FBC 201 RES Max TC CSI: 0.569 B Min Brg Width Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 I Max BC CSI: 0.357 S Min Brg Width Req = 1.5 Q Min Brg Width Req = 1.5 Spacing: 24.0 " C&C Dist a: 3.97 It Rep Rep Factors Used: Yes Max Web CSI: 0.564 Min Brg Width Req = 1.5 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings B, S, Q, & K are a rigid surface. GCpi: 0.18 Plate Type(s):' Bearings B, S, Q, & K require a seat plate. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Lumber Maximum Top Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp_ Bot chord 2x4 SP #1 A - B 27 0 G - H 4 -525 Webs 2x4 SP #3 B - C 588 - 579 H - I 93934 - 734 Bracing C - D 626 -488 I - J 935 -734 (a) Continuous lateral restraint equally spaced on D - E 272 -106 J - K 1161 -1131 member. Or 1x4 "T" reinforcement. 80% length of E - F 584 -525 K - L F - G 584 -525 27 0 web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Maximum Bot Chord Forces Per Ply (Ibs) Wind±` Chords Tens.Comp. Chords Tens. Camp. " B U 451 388 P 657 Member design based on both MWFRS' and C&C. - - - Q - U T 445 P O -571 652 571 o - -329 - T S 444 325 O N - 652 571 W. - - - - Wit ar S - R 340 - 262 N - M 947 - 886 sows, , - R - Q 340 -262 M - K 950 -887 T a . Maximum Web Forces Per Ply (Ibs) to a, Webs Tens.Comp. Webs Tens. Comp. *4 C-U 216 -128 Q-H U - D 209 -208 P - H 1513 -1385 206 -2 # D-T 109 -31 H-N 171 -61 D - S 751 -751 N - J 523 -429 40 OIL SA38 FF 56 81 11111 itom'tu bz .kW 80 BB 7F48 00 99 2E 85 FB s%ed ac:t2 tad 4 FU-1 Mum", S - E 196 -241 I - N E - Q 5W - 398 J - M G-Q 276 -324 374 - 383 223 - 31 PS(FL, Lk.t"n!12..1 an Lhe daftlaSKA a bsmntxa;�xsc�ia. plb radcrpgazcttbi�d �notCWW,&sad and�aiad x d the SPA.: Zdb.ntitz s anmk Um dfw an=7delttark . �ylns. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7 SBCA) ion safety practices prior to performing these functions. Installers shall provide tempora� bracing per BCSI. Unless noted o herwise,top chord shall have property attached structural sheathing and bottom chord shall have a proper y attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall ave bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise_ (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible f r 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 pa e_ _ listing this drawing indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the 8utlding Designer per ANSIITPI 1 Sec. Job Number: 36CS00031 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Truss Label: B8 TT m NII� T } 9'11"15} 13'9"12 T 2.11"15 3'9"13 Ply. 1 SEQN: 668310 / T20 / SPEC Qty: 1 FROM: RS DRW. Wgt:203.0lbs .. / ... 18'8" 22'4"1 29' 33711 39'8" 4'10"4 3'8"1 6'7"15 F 4'3"8 + 8'4"8 05/11/2018 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. - SEAT PLATE REQ. 13W 5' 21' 1' T1"12 2'11"15 3'4°9 5'1"12 3'6"5 6'9"11 4'S"4 6'2"12 1' T1"12 10'1"11 13'6"4 18'8" 22'2"5 29' 33'S"4 39'8' 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: 3.97 ft Loc. from endwall: Any 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 Snow Criteria (Pg,Pf in PSF) DeflICSI 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): -0.037 M 999 240 B 527 / 239 / 338 / - / 317 / 8.0 Lu: NA Cs: NA VERT(TL): 0.097 M 999 180 , P 730 / 273 / 339 ! - / - 18.0 Snow Duration: NA HORZ(LL): 0.013 L - - O 1229 / 557 / 597 ! - 1- / 8.0 HORZ(TL): 0.025 L - - J 787 / 358 / 529 / - / - 18.0 Code / Misc Criteria Creep Factor. 2.0 Wind reactions based on MWFRS Bldg Code: FBC 2017 RES Max TC CSI: 0.591 B Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0.329 P Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.513 O Min Brg Width Req = 1.5 J Min Brg Width Req = 1.5 FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings B, P, O, & J are a rigid surface. Plate Type(s): Bearings B, P, O, & J require a seat plate. WAVE VIEW Ver: 17.02.02.1208.15 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 725 - 746 B - C 644 - 570 G - H 929 - 813 C - D 696 -515 H - I 935 -783 D - E 405 - 316 I - J 1146 -1160 E- F 724 - 746 J- K 27 0 rwx Maximum Bot Chord Forces Per Ply (Ibs) Tens.Comp. Chords Tens. Comp_ ' a a a4,Chords B - R 442 - 392 O - N 623 -570 No 047101:� R - Q 382 - 307 382 N - M M-L 616 972 -571 Q-P -304 -870 P - O 473 - 386 L - J 975 - 871 40 01 SA33 Ff 50 8180 B87F49 00 992E 85 FB llattiternRaatucne{a sbtvtea�xfzaatadrryriaase�aktnrtfncr. F.(FL,&rA719zj an thae daft aP"swa atza tr?sig a 5NA<1 aaxdsan�tfts°aa ^,stdC. FgbtadcoptK dd"dme as mateaaw1dmad—dszalad and anefdoctwnk =10n . Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - R 192 - 74 O - G 1701 -1524 R-D 236 -105 N-G 216 -4 D-Q 79 -7 G-M 137 -36 D - P 916 - 804 H - M 388 - 321 P - E 170 -241 M -1 487 -394 E - O 480 - 437 I - L 204 - 33 F - O 167 -237 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshi ping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) r saety practices prior to performing these functions. Installers shall provide temporary bracing per BCSL Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIIt PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suttabilrty and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Far mnre infmanatinn see this inh's aeneral.notes name and these web sites: ALPINE: www.aloineitw.com: TPI: www.toinst.om: SBCA' wwwsbdndusW.com: ICC: www.iccsafe.orp IJob Number: 36CS00031 Ply: 1 SEQN: 6682311 T2 / GABL 4EBB 182E-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: D1GE Wgt: 134.41bs .. / .. 05/1112018 10'6" 1 214" 2-9- --+ 1'4• -. (rYP) I a4X4 H J • G i K 12 F L 6 P E IN - m C C m2X4(A1) B Pe2X4(A1) A C AE AD AC AB AA Z Y X=3X4 W V U T S R 21'4" -� 214' Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,P� in PSF) DeflICSI Criteria ♦ Maximum Reactions Ibs , or *=PLF ( ) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA �AT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 H 999 240 p* 81 / 37 / 39 /- 711 / 255 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.002 AE 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.002 J - - P Min Brg Width Ret = - Des Ld: 37.00 EXP: C HORZ L 0.003 J - R) Bearing B is a rigid surface. 9 Code / Misc Criteri NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 R Rep Factors Used: Yes Max Web CSI: 0.088 A - B 27 0 1-1 304 -24 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 87 -120 J - K 253 -21 GCpi: 0.18 Plate Type{s) C - D 80 -90 K - L 202 -23 Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 D - E 105 -71 L- M 154 -43 E - F 153 -50 M - N 105 -64 Lumber F - G 202 -29 N - O 74 -84 Top chord 2x4 SP #1 G - H 253 -21 O - P 81 -113 Bot chord 2x4 SP #1 H - I 303 -24 P - Q 27 0 Webs 2x4 SP #3 Plating Notes Maximum got Chord Forces Per Ply (Ibs) All plates are 2X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. Wind' B-AE 175 -108 X-W 192 -107 Member design based on both MWFRS and C&C. AE-AD 183 -110 AD -AC 185 -110 W - V V - U 191 189 -107 -106 AC -AB 188 -111 U - T 187 -106 Additional Notes n AB -AA 190 -112 T - S 185 -105 stir See DWGS A16015ENC101014 & GBLLETIN1014 for AA- Z 191 -112 S - R 183 -104 gable wind bracing and other requirements_ : 0471Z - Y 192 -113 R - P 175 103 Y - X 192 -107 Maximum Gable Forces Per Ply (Ibs) *� E OF Gables Tens.Comp. Gables Tens. Comp. " C -AE 174 -103 88 W - J V K 187 153 83 a 0 "k D -AD -65 - U-L 100 -73 E-AC 101 -74 -73 F -AB 100 -73 T - M 101 -74 1- § G -AA 153 -73 S - N 88 -65 qEPJALA H - Z 187 - 83 X-1 0 -162 R - O 174 -103 40015A38FF5B B0837F4&00992E85FB rtft� n� a „�u pa �iadbyV=MWrt1n&r, �£(6L.tic.tt47S92{anthx ahownaba_v.dngaSNTwi au-Menticta ss codo. ?Lead cceia althk doccryr,t.ss not caxvsll edd daealad and to wAftcd mafdmtmrAr czrAm _. **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an7'SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, as applicable. Apply Cates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building.Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIII 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 pprofessional engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is fire responsibility of the guilding Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00031 Ply: 1 SEQN: 668232 / T3 / GABL 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" City: 1 FROM: AH DRW: Truss Label: C1GE Wgt: 78.4lbs / ... 05/11/2018 7' 14' r 7' T --1'8" — -1'4" - { !NO\ G=dxd 14' 14' Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Std: ASCE 7-10' Pg: NA Ct: NA CAT: NA PP Deflection in Ice Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 F 999 240 L* 84 139 / 40 / - 112 / 168 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS BCDL: ' 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.002 E - - L Min Brg Width Req = - Des EXP: C HORZ TL 0.002 E - - ( )t BearingB is a rigid surface. 9 CLLd: 10.00 NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code ! Misc Criteria Creep Factor. 2.0 Soffit: 2.00 BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.118 Maximum To Chord Forces Per PI Ibs p y (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.061 A - B 27 0 G - H 213 -25 Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: B - C 14 -66 H - 1 157 -48 GCpi: 0.18 Plate Type(s): C - D 61 -28 I - J 105 -69 Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 D - E 113 -17 J - K 87 -89 Lumber E-F 165 -14 K-L 84 -106 F-G 221 -17 L-M 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ Plating Notes B - V 145 -46 R - Q 164 -49 All plates are 2X4 except as noted. V - U .153 -47 Q - P 159 -50 U - T 158 -48 P - O 155 - 51 Wind T - S 161 -49 O - N 150 -53 Member design based on both MWFRS and C&C.<-es� S - R 164 -49 N - L 144 -55 Additional Notesea� See DWGS A16015ENC101014 & GBLLETIN1014 for . +e�* Maximum Gable Forces Per Ply (Ibs) able wind bracing and 9 9 other re uirements_ q Gables Tens.Comp. Gables Tens. Comp. a C-V 122 -56 Q-H 205 -83 s D-U 115 -75 P-1 159 -72 .: 40 ` E-T 159 -72 O-J 115 -75 F - S 205 -83 N - K 122 56 -STATE G-R 13 -89 40 015AS8 FF 5B 8F B0 BB 7F48 CO 99 2€ SS'FB this ltcmhaa bccnekd nadan2aevfcdby v4n.A aaarcma4 FE (K, aSfrrR i enticat rade. Piun'dcepinaf dux-,cntme not csrAiicsatl sW&d=d=and and the �7a 3 av�csifiatSesneo�Jc mu�ttsxaxrifi.xf ray aayd«tiaa% caylaL **WARNING** READ AND FOLLOW ALL.NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS tuire extreme care in fabricating, handlin sh!pping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and SBCA) for safety ractices pnor to performing these functions. Installers shall provide temporary r BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ggid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, le: Aoofv plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to a division of lis drawing any failure to build the on this drawing or cover pa e re design shown. The, suitability any ki f Job Number: 36CS00031 Ply: 1 SEQN: 668233 / T191 EJAC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 14 FROM: AH DRW: Truss Label: EJ7 Wgt: 23.8 lbs / ... 05/11/2018 C 12 6 o Lo o� 2X4(A1) B A D SEAT PLATE REQ. 1 7' Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf jn PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA Cff: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 336 / 117 / 259 / - / 173 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA. VERT(TL): NA D 127 / 20 1101 / - / - 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.014 D - - C 171 / 133 / 91 / - 1- 11.5 I Des Ld: 37.00 EXP: C HORZ(TL): 0.025 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL:5.0 sf P Bldg Code: FBC 201 g RES Max TC CSI: 0.496 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Sta 2014 Max BC CSI: 0.366 C Min Brg Width Req = Bearing B is a rigid Spacing: 24.0 " P 9: C&C Dist a: 3.00 ft Rep Factors Used: Y s Max Web CSI: 0.000 seat p Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(o)/10(D) Mfg Specified Camber: GCpi: 0.18 Plate Type(s):, Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 77 -151 Lumber Top 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(" No 047182 � e � w s r " " TE AFJ. 40 01 SA38 T-F5B Thu IMM haxbccn m tkd Uc.K 713 4an Vic as.�tEsearttrat�rs soda. Pranead c��xclti� soar. wls It"s—I- z AtdhanOmt mplga. "*WARNING** READ AND FOLLOW ALL NOTES ON ""IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACT( a division of ITW BuildinQCc conformance with ANSI PI this drawing indicates acc ;e of this drawing for any information see this ioWs general nc V.I.] Wn00992E&5m aid sealed by 1Aa xl Martbu balm WAS a sssn a ua�sit�sad sand zdaled S DRAWING! INCLUDING THE INSTALLERS 1. , Refer to and follow the latest edition of BCSI (Building ming these functions. Installers shall provide temporary ictural sheathing and bottom chord shall have a properly lave bracing insTalled per BCSI sections B3, B7 or 10, on the Join f Details, unless noted otherwise. kefer to r any deviation from this drawing any failure to build the :ing of trusses.A seal on this drawing or cover page_ _ insibility solely_for the design shown. The suitability Job Number: 4EBB 1828-CaI"C"/DR Horton /4EBB 1828-Cali "C" I �L 16.8 Ibs I FROM:: ROM': AH 234 / T76 / JACK I DRW:/ 05/1112018 I Truss Label: BJ5 T SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: If EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C C 5' 'll Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.007 D - - HORZ(TL): 0.008 D - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.309 TPI Std: 2014 Max BC CSI: 0.182 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT.20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.120B.15 0 40 015A 38 FF 5B 81 BU BB 7F48 0099 2E 85"FB MItem twxs te =A.dbyrltaxwcIWrtiaa., PEV�. M.047101cmlttcdaSe'' tswa abamm.a nga SHIri aukhcn!&amnoode. �itatnd ar�fies.aSxtds docns��taam ac+t cccix6:a:sad :f�nezt and n*aied and l9c e.�r�i+'� �; ,ii�enfka3is�acerdc nest ticararif3v�ca mycletuarA: C=ID . 1 o !n r r N 1 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 263 / 96 / 208 / - 1129 / 8.0 D 90 /13 170 /- /- /1.5 C 119 193 /62 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 53 -120 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, bV TPI anr7'SBCA) for sa>Pety 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 ,i�id ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins Tailed per BCSI sections B3, B7 or B10, ile. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to 60A-Z for standard plate positions. a division of ,iF'i l,or Torn acceptance any structure failure to build the g or cover page rn. The suitability Job Number: 36CS00031 Ply: 1 SEQN: 668235 / T17 / JACK 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 4 FROM: AH DRW. Truss Label: BJ3 Wgt: 12.6 Ibs / ... 05/11/2018 C 12 6 T M O � 2X4(A1) B I `- N 3 A D SEAT PLATE REQ. 3' 31 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pflin PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20,00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CPT: NA PP Deflection in for- Udell U# Loc R 1 U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 193 / 76 / 162 / - / 66 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 16 141 / - ! - 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.003 D - - C 64 / 51 / 30 / - / - / 1.5 Des Ld: 37.00 EXP: C L 0.003 D - - Wind reactions based on MWFRS HORZ(T) Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 B Min Br Width Re 1.5 Creep Factor. 2.0 9 q Brg Width Req = Soffit: 2.00 psf BCDL: 5.0 sf P Bldg Code: FBC 201 RES Max TC CSI: 0.174 D Min - C Min Brg Width Req = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.072 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Rep Factors Used: Yes Max Web CSI: 0.000 B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.16 Plate Type(s):, Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.01 �02_1208 55 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -105 Lumber 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 0471 0 $ 4: , y 40 01 3A38 FF 56 SY t3U BB 7F48 CO 992tl5 Ft3 r Gftemhuhaen ekdr *n.d W211 sIed by WamAMarttaaa, -e'�` M.td.o"4 Ifni Wnga WWI ;aritiCaA:BTA£E�4. �awtadx�iasesis3tis do-rcrxr ara not cxan3iicxad nmd'.mad sxaied zaad ilK,',..'�:SL»enYkat%ssue enr .tea �trfficdrsc azs�rs9¢ttrma6c szylos. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT'"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building by to these functions. Installers temporary Component Safety Information, TPI andSBCA) f-or safety practices prior performing shall provide bracing per BCSI.. Unless noted o�therwise,top chord shall have properI attached rat ctural sheathing and bottom chord shall have a pro any attached) rigid ceillnp Locations shown for permanent lateral restraint bf webs shall have bracing installed per BCSI sections B3, B7 or 910, k as applicable. Apply plates to each face of truss and position as shown above an on the Joinf Details, unless noted otherwise. far to drawings 160A-Z for standard plate positions. AI ine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the for installation bracing this drawing truss in conformance with ANSI PI 1, or handling shipping, and of trusses.A seal on or cover page. , listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The sui bility and use of this drawing for any structure is the responsibility of the Building Designer ANSI/TPI 1 Sec.2. per For more information see this'ob's general notes page and these web sites: ALPINE: www.al !neitw.com: TPI: www. inst.o ; SBCA www.sbdndu .com; ICC: www.jccsafe.orq 1 , r Job Number: 36CS00031 Ply: 1 SEQN: 668236 / T18 / JACK 4EBB 1828-Cali "C•' /DR Horton /4EBB 1828-Cali "C" Qty: 4 FROM: AH DRW: Truss Label: BJ1 Wgt: 11.2 Ibs _. / ... 05/11/2018 4"3 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C W 12 6 C 2X4(A1) B SEAT PLATE REQ. M o � co e 1' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R 11.11 / Rw / Rh / RL 1 W Pf: NA Ce: NA VERT(LL): NA B 150 / 77' • / 145 /- / 42 / 8.0 Lu: NA Cs: NA VERT(TL): NA D 11 110 / 18 / - ! - / 1.5 Snow Duration: NA HORZ(LL): 0.000 D - C -14 / 28 / 25 / - / - 11.5 HORZ(TL): 0.000 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: 0.163 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.015 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. gearing B requires a seat plate. FT/RT.20(0)110(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 28 -19 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 •J No 04710.2. ki 40 01 SASS FF 5B 8180 88 7F48 00 992E85 F8 ThIcmxd=1adElyi.5�Amarttn", T� (fr7.. tEs.ei7SS2:1 cn theEe sflax9�sa6ax� ,g s ssak-a r�gsenticat�isc�c. �'raatadx�� tlas;st nrt ccttnda�and std� and Ind mad Elsc..:2a+ene;caS�ae�la rnusi��s#f�J:c� si>�g �ectmisis. aa�las. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy bracing er BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachuripid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 87 or 910, as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for, any deviation from this drawing,any failure to build the truss In conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, _ listing this drawingg indicates acceptance of profession engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the 9uilding Designer per ANSI PI 1 Sec.2. e..�."...a 1"a..nax.... em Nde InMe nonaral nnix nano and them wah else- AI PUJP mai"r 1ninwihu min• TPI•-tn1nst nm- RRCA, vnuevshdndustry mm• ICC[ www_imsafe om T i Y Job Number: 36CS00031 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Truss Label: CJ7 6'3" 6'3" Ply: 1 SEQN: 668237 / T21 / HIP_ Qty: 2 FROM: AH DRW. Wgt: 42.0 Ibs I / 12 4.24 r 03X4 C =2X4(A1) B 4Ta, A SEAT PLATE REQ. 9'10"1 3'7" FE C 05/11/2018 �+- 1'5" -{ 61"4 i 3'2" i 6"1 6'1"4 I 9'3"4 9'101 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Cg: NA VERT(LL): 0.015 G 999 240 B 330 1208 1- /- /- / 10.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.041 G 999 180 E 385 1175 / - / 0 / 0 / 1.5 Risk Category: it BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 / - 1- / - / 1.5 EXP. C HORZ L 0.008 F - Wind reactions based on MWFRS Des Ld: 37.00 (T )= Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 NCBCLL: 10.00 P TCDL: 42 psf E Min Brg Width Req = - Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 201 RES Max TC CSI: 0.241 P D Min Brg Width Req = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 1 Max BC CSI: 0.326 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Y s Max Web CSI: 0.256 Bearing B !s a rigid surface. P g FT/RT:20(0)/l0(0) Mfg Specified Camber: Bearing B requires a seat plate. Loc. from endwall: Any GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber ' A-B 14 -11 C-D 55 -72 Top chord 2x4 SP #1 B - C 330 -650 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Special Loads Chords Tens.Comp. Chords Tens. Comp. -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) B - G 604 -290 F - E 0 0 TC: From 0 pif at -1.41 to 55 pif at 0.00 G - F 591 - 288 TC: From 2 pif at 0.00 to 2 pif at 9.84 ♦� BC: From 0 pif at 1.41 to 4 pif at 0.00 , BC: From 2 pif at 0.00 to 2 pif at 9.84 Maximum Web Forces Per Ply (Ibs) TC: 71b Conc. Load at 1.41 Webs Tens.Comp. Webs Tens. Comp. TC: 128 lb Conc. Load at 4.24* e TC: 238 lb Conc. Load at 7.07� G - C 286 -47 C - F 345 -709 BC: 23 lb Conc. Load at 1.41102 BC: 103 Ib Conc. Load at 4.24 1 BC: 179 Ib Conc. Load at 7.07 00 Wind Wind loads and reactions based on MWFRS. �g STAXS Of 40 015A38 FF 5B BI. bo BB 7F4 oo 93 2E &5 FB TNU Item ft aDsaxelazt � a zt�.nna % dd by }hzrvzr9 Mum",�£(�t.. Ctc..6�aEffi6antl,ca huua�a atxaa�a��nq a5Ffk3 ' av-td� antxntFs�s c�xln. tndcr. &Xoftrkd gm not cw.,J =dsV� mdmlmd aaod the :r�«3 an�bSsnN�as c�dcn�^st Y��erNedrn �tdtxtrouk wins.. **WARNING- READ AND FOLLOW ALL NOTES ON TH'S DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS1 INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o"therwise,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 on bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shippingq, installation and braoing of t usseS.A seal on this drawing or cover page_ . listing this drawing indicates acceptance of professional engineer!ng 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 ANSI/TPI I Sec.2. Gable Stud Reinforcement Detail ASCE 7-101 160 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = L00 nr, ipn nnh Wtm it Snppd. IS' Mean HeImht. pnrtinlly Fnrl-el. Fur-ure D. K7t = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) lx4 'LBrace K (1) 2x4 'L' Brace 1e (2) 2x4 'L' Brace Ism (1) 2x6 'L' Brace w (2) 2x6 'L, Brace w Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12, 2' 12, 8' 14' 0' 14' 0' 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' US u Stud 3' S. 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' O f 1 F Standard 3' S. 4' Ill 5' 3' 6' 7' 7' V 8' it, 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' #1 4' 0' 1 6' 8' 6' 11' 1 7' 10' 8' 2' 1 9' 4' 9' e' 12' 4' 1 12' 9' 14' 0' 14' 0' _j S P #2 3' 10, 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12, 2' 12, 8' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' t0' 11' 11' 8' 14' 0' 14' 0' (U I D F L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' t0' 11' 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' e' 10' 4' 13' V 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' e' 10' 9' 3' 10' 7' Ill 0' 13' 11' 14' 0' 14' 0' 14' 0' -N S P F #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10, 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' U u Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' O f 1 F Standard 4' 2' 6' 1' 6' 5' 8' I' 8' B' 10' 5' 10' 10' 12' 8' 13, 7' 14' 0' 14' 0' #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' 11, 1' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7' 9' 9' 10, 9' 3' 10' 7' ll' 0' 13' 11' 14' 0' 14' 0' 14' 0' 03 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Q1 D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, f1' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10, 10, Ill 10' 12' 7' 14' 0' 14' 0' d LJ U S P F #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12, 1' 14' 0' 14'_ 0' 14' 0' 14' 0' #3 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' 1 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' O H F 1 S Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' ill 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X S P #1. 5' 1' 8' 5' e' 8' 9' ill 10, 3' it, 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' Ill 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' d I D F L #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' Ill 7' 12, 0' 14' 0' 14' 0' 14' 0' l4' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' able Truss Diagonal brace option, vertical length may be T doubted when diagonal 18' brace Is used. Connect L I diagonal brace for 6000 at each end. Max web Brace total length Is 14'. 2x6 DF-L #2 or T better diagonal I Vertical length shown brace) single 8, table above. or double cutKin(as shown) at L upper end ontlnuous Bearing ,`t,l 1111 /Ilf fj i Connect tllagonal at (1 t,� 7 mid aint of verticbl web. Refer to chart above for .,Qs tAg A„ng -VARND#i.. READ AND f11LUV ALL NOTES ON TMIS IIRAWM ..D(pMTANTww FL04SR TM WAVING m ALL CM4TRACTURS MMUDIM THE IISTALLMS. Trusses require extreme care In f¢bricatbng, h¢ndUng,-shipping, Installing and bracing. Rafe to and follow the latest edtbn of BCST (BuLLding Component Safety Information, by TPI and SBCA) fore. safety pprr¢ctkac prior to poriormtng theca functions. Inst.Uers droll provide temporary bra c4,u per BCSL �]r UMess noted otherwise, top chord shalt have properly attached structural sheathing and bottdn tlwrd ~,� A=ZU � shalt have a property attached rVd=1 selctl Locations shorn far permanent I¢ter-nl restraint of webs, O shall have brocNB installed per BCSI sections $3, 87 or H10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Detaits, undecc noted otherwise. _ � 3'.P Reier to d-.6VS 160A-Z for standard plate posltbns " pp OF Alpine, a div any of FTV build th. truss I Group Inc,Shall not be respon orible P¢r any deviation from q' AN RW COMPANY this draLne, a0, any fof XT to build the truss In coup Inc, S ll n t be reI 1, or for hondl4lg, slatlan , p Iratadatbn 6 bracing of trusses. ^y A seal on this drawls gyh or cave, page Usthg this dMoI ng, Indicates acceptance of professlnrml BuRditui 133B9 Lakefranl Drive f cf Mafoardnatlon see this b'ra�l not s :yANS1 these S..b altea jyT<��y �9"s'JgaPYU:F Eanh City. MO 63045 ALPINE, wsw4tp1naltw.com) TPA www.tpbnst.org) SBCA� wwwsbcindustry.crgl IM wwwJccs¢fearg Bracing Group Species and Gradesr Group AI S ruce-Pine-Fir Hen -Fir #1 / #2 Standard I 1 02 1 Stud #3 1 Stud I I #3 Standard Dou las Fir -Larch Southern Pinewww 13 #3 Stud Stud Stnndnrd Stnndnrd. Group Br Hen -Fir ql 6 Btr #1 Do las Flr-Larch Southern Pinewww #11 #1 02 1 #2 Ix4 Braces shall be SRB (Stress -Rated B..rd), :wfor lx4 So, Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values ma be used with these grades. Gable I cuss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhung, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3,0' min) nalts. ill For (1) 'L' bracer space malls at 2' o.c. In 18' end zones and 4' oc. between zones. i11Wor (2) 'L' braces, space nulls at 3' o.c. In I8' end zones and 6' o,c. between zones, 'L' bracing must be a miNmum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len th No S lice Less than 4' 0' 2X3 Greater than 4' 01, but less than it' 6' 3X4 Greater than II' 6' 4X4 AX. TOT, LD, 60 PSF AX. SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-10i 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 MPH Wind Speed, 30' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = L00 nrr 1P0 mnh Wind Tnppel. 30' Mean Heioht. Partialtv Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Speciesl Grade No Braces (1) Ix4 'L' Brace n (1) 2x4 'L' Brace K (2) 2x4 'L' Brace K (1) 2x6 'L' Brace is (2) 2x6 'L' Brace u Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' B' 6' 3' 6' G' 7' 5' 7' 8' e' 9' 9' 2' 11' 7' 12, o' 13' 9' I-V 0' - S P F #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' L' 11' 3' 111 11' 13' 7' 14' 0' 'J Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' Ill ill 13' 7' 14' 0' 0 f� P Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 1 13' 1' 14' 0' CV #1 3' 10, 6' 4' 6' 7' 7' 6' 7' 9' 8' i1' 9' 3' 11' 9' 12, 2' 13, 11' 14' 0' - j S P #2 3' 8' 1 6' V 6' 6' 1 7' 5' 7' 8' 1 8' 9' 9' 2' IS' 7' 12, 0' 13191 14' 0' C�LI D F L #3 3' 7' 4' 10' 5' 2' 6' 5' 6' Ill 8' 9' 9' 1' 10, 1' 10' 10' 13' 8' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' -It'-- 8' 9' 9' 1' 10, 1' 10, 10' 13, 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' V 7' 9' 8' 3' 8' 11' 9' 7' 12, 2' 13' 0' #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' +> _ S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' B. 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' U O IJ P �I Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' S. 9' Ill 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10' 12, B' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' V S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' to, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' 03 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' Q1 D F L Stud 4' V 5' ill 6' 4' 7' 11' 8' 5' 10' 0' 10' S' 12' S' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' 0' 11' 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 6' 2' 9' 4' 9' 8' 10' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' CS S P F #3 4' 5' 7' 7' e' 1' 9' 2' 9' 6' to, it, It' 5' 14' 0' 14' 0' 14' 0' 14' 0' LJ Stud 4' 5' 7' 7' 8' V 9' 2' 6' 10, 11' It' 5' 14' 0' 14' 0' 14' 0' 14' 0' O rl H F Standard 4' 5' 6' 6'. 6' 11' 8' 6' 3' 10, Il' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X #1 4' 10' 8'0'8'3' 9' 5' 9' 11' 2' it, 8' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 8' 7' 11' 8' 2' 9' 4' :9'8' il' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d #3 —4=6 —6 1 ' 7=3'— —9=1= —7 — —It"— —11`-6 4`-9'— —14'-0'— —14'-0'— —1-4'-0'— FL Stud 4' 6' 6' 10' 7' 3' 9' 1' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' S' 6' i' 6' 5' 8' 1' 8' 7' 10, 11'. 11151 12, B' 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades) Group AI S ruce-Pine-Fir Hem-Flr #I / #2 IStardard 1 #2 1 Stud #3 1 Stud 03 Istand.rd Douglas Fir-Loreh Southern Pinewxt #3 #3 Stud Stud Standard Standnrd Group BI Hem -Fir #1 & Btr #1 Dou lax Fir -Larch Southern Pinewrw #L #1 #z #2 Ix4 Braces shall be SRB (Stress -Rated Board). w=For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these wades. Gable 1 russ Betnll No -test Wind Load deflection criterion is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psF TC Dead Load). Gable end supports load from 4' 0' outloakers Afioutj� Attach 'L' braces with 10d (0.128'x3.0' min) nails. X For (1) 'L' bracer space nails at 2' o.c, able Truss In 18' end zones and 4' o.c. between zones. A WFor (2) 'L' braces, space nails at 3' o.c. Diagonal brace option, ,- In IS' end zones and 6' o.c. between zones. vertical length may be doubled when diagonal 18' )K 'L' bracing must be a minimum of 60% of web brace is used. Connect L member length. diagonal brace for 690# 'L' Gable Vertical Plate Sizes at each end. Hax web Brace total length is 141. ilf 3lt Vertical Len tin No Splice I 2x6 DF-L 02 or Less than 4' On 2X4 better diagonal 'r Greater than 4' 01, but 4X4 Vertical length shown brace) single 8, less than t2' 0' In table above. 45' or double cut (AS shown) at L 1 + Refer to common truss design for upper end, peak, splice, and heel plates. orVnuous Hearing Refer to the Building Designer for conditions Connect dlogona at }Illlllllhnot addressed by this detail, midpoint of vertical web. Refer to chart above for max ga}b4e riiNtu� length, —WAMMM— READ AND FaLLOV ALL NMS a THIS DRAVINfJ OR •wDIPTANT— FURNISH THIS DRAVIM To ALL CaNTRAMIRS INCLUDIM THE 7NST& ERS. �\` o, ''- REF ASCE7-10-GAB16030 Trusses require extreme core in fabrl sting, handling, shipping. Installing and bracing. Refer to and Follow the latest edlSion of BCS1 (BuAd.ng Component Safety Inf—tan, by TPI and SBCA) for afety yam` `�` �1 ` -dciA i t� ♦ �` �`-� DATE 10�01�14 practk:es prior to perfornMg these fumctlons. Lrstnllars stall pravWe temporary bradng per BCSL U less rated oth.,.!.s, top chord hall have properly tt—hed structural sheathing and bottom chard �`r,J _ No DRWG A16030ENC101014 e• �I �� 1g Shall have properly attached rigid ceilb,g. La=tions shown for permanent lateral restrolnt of webs shall he- bradng Installed per SCSI sections 83, 87 or 810, as appllaable. Apply plates to each face Z Q I I I LJ I� I `. ILI�=11 of truss and p sltlon s shorn above and on the Joint Detam unlless noted otherwise. Refer to drarings 16CA-Z for standard Jr--� 11I�— plate positions. Alpine, divlslon RV Building Components Group Inc shalt not be responsible for any deviation fro, = ATE OF AN RWCJDMPANY a of this drawng, any foRwe to build the truss in conFornance with ANSI/TPI 1, or for handling, shipping, A, bracing trusses. :.Q �j I 'i�03 MAX. TOT. LD, 60 PSF installation of A seal an this drawing or cover page listing this drawng, hellcates acceptance of professional for the dV-r shown. The sWtW Alty and use of this drowi% l p o 01Q1_ �� ©n t " 13389 Lakelroal Drive en responsarRlty solely far one y sir„ct,re Is tfW resparviWllty of the Mdbg Designer per ANSVTPI I Seel. % g� t F t+,t,�q' /j/4ft4f�A,"!y& MAX. SPACING 24,0' Earth City, M063045 Far more p gl SBCA,generalnotewvw.sspdus ALPINE, newoWlnel v.comj TPli writpImstjob's general notes page�A gj se web ICO , ites,ccsofeorg pip` !1!4!!�\ e 'I Relnfo Men1 Go Tr 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. Gable vertical length greater than 48' 'L' or 'T' brace required kP 0.16 Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. QRefer 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. Example+ 2X4 2X4 2X8 \ VNoor IT' re bracee required + In lieu of scab brace Gable Provide connections for uplift specified on the engineered truss design, vertical length greater than Attach each 'T' reinforcing member with 48' 'L' or 'T' brace required End Driven Nallsh 10d Common (0.148'x 3,' min) Nails at 4' o.c. plus (4) nails In the top and bottom chords. Toenailed Nallsh 10d Common (0.148'x3',min) Toenails at 4' o.c. plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101M4, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC10IM4, A20030END101014, A2003OPED101014 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. 'T' Reinforcement Attachment Detall 'T' Reinforcing 'T' Reinforcing Member Member Toe -Hall - Or - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord, 'T' reinforcing member material must match size, specle, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace Example+ ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 241o.c. SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T• Reinforced Gable Vertical Length L30 x 8' 7' = 11, 2' 'T' Relnf. Mbr, Size 'T' Increase 2x4 30 2x6 20 ^ / \V ALP ������ AN ITW COMPANY 1W9LakekmtWW EalhGlt,MOMW "WARNuU.. KM Wm FULUM ALL N� M TM MPAvarra aaQCNRTANT" f UUM n= A(AWM TO All. CMRACMRS MMUMM TIE INSTA lElm Trusses req�i•e extreme core h fabricating, Fmndihp.hC, +alai and brnche. Refer to wld folios the latest edition of Sm (BuR,tg Component Safety Infbrmatiom by TPI and sew for safety pprraetices prior to perfonmhg these functlor& Instatters shall provide temporary bradrp per SCSI Unless noted otherwise, top chord shall have property attached structural ahft rj and bottom chord Locations shorn for permanent lateral realm a of face shall have l property attached rlpid sections oshollf DSc, as table. Apply plates to each face have and E7 Joint of truss and position as shown above and an the Jolrrt Uetotts, �sless noted atherlse. ion ases per aboI , and on the Refer� � ° ofF ITVZ euldrg Cafor m+ dponw.ts plate positions. rIrhe. shall not be reapansNe for ony deviation Pron this drarhp ony fnlllre to buW the truss 1n conformance etch ANSI/TPI I, or far Mndtina, atdpphp, hstollotbn 6 brachp of trusses. A :fat m this draft.° or cover papa ussh° this draer.0, hdtntes acceptnnv ov pwfessiorwt enpheerYp respaevsblthr malaly fa• the deslon chow► the sultoNky °nd use of Ws draeYp far nary strucbre b Hr respamlbplty of ilx @uldYg Designee qr ANSLIPI 1 See2 For more bhforlwtlon sea tws ,Job's Oanerol notes ppeaes and these .eb sites. AIPiNFa fee,at aleeconl TPD fvw. hstorgl SIPCM pef,sbchduatryarpl ICp nNcecofe,orp ,act c,e:rrri„ti ,.`Tj',lA -;, = " ate; C, p,? .og = � :.O? '•''h O�t �,,,` , +ausavnsesx�m 'nawmxasra ••-,--•, •'•-•--`.••, -��w�yp - MAX. TOT. LD. 60 PSF REF LET —IN VERT DATE 10/O1/14 DRWG G$LLETIN1014 DUR. FAC. ANY MAX, SPACING 24.0' 2: t WIEM",Mtn waAI+, min, -x Hip Frame, 'R' Hip frame stops at plumb cut of jacks to maintain pitch continuity. * Hip frame lumber Is SPF, So. Pine, HF, or DFL Standard, Stud grade, or better. X Hip Frame Details See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required, 'R' Hip frame chords may be trimmed up to 2' to fit, purlins must be Intact and properly attached, B /Hip Frame Common Tr sses Stepped Hip System Trusses ns tback n c 1 Hip Pitched and Sheathed Chord Area Hip Frame)K B Bottom Chord o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0.131'x3,5' nails Bottom chord of hip frame to be attached to #1 hip with 0.131'x3.5' nails @ 6' o.c. maximum spacing, Hip Frame Section _BB _ _ — I Setback --- — Stepped Hip System Trusses Use this detail ASCE 7-10, 180 for: mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss manufacturer, ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hi frame system where indicated, Flat to p y p ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So. Pine lumber, StructurZ panels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hipat►wr.Una, AN ITW COMPANY t i e 73389 Lakefront Odve f Earth City, MO 63045 VARNDIOfn READ AND PISLOV ALL NOTES W THIS DRAWRO nDwQtTANTs>r FURNISH THIS DRAVLN6 TO ALL C04TRACTM 1N=MB THE INSTALLERS Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to ontl i low the latest oration of SCSI ClkAding Component Safety Inforwtlon, by TPI aM SBW for safety •actkes pri to perf_rIng these functions. Instatlers shalt provide tenporvyy bradng per BCSI. ,less noted otherwise, top chord shall have propeHy ottnched structural shenthIng and bottom cho ,all hnve n properly attach rlIppltl cNtIng. Locations thorn for parnanent lateral rastraht of web. rail have hrnrJng Instnlletl per BCSI se _V. 83, 87 or 810. as applicable. APWyy plates to each fact ' truss and pposltlon as shorn above and an the JoInt Detdls, unless noted atherV1w. rfer to draw, lie 16DA-2 for standard plate posltlorm A'P'r" a division of CTV HuOdfnp Components grouupp inc shall Trot be sponsNle for ony tleviotbn fr 's d+wrIng, anY fa0.ure to b,Ad the truss In canfornanca rlth ANSLTPI 1, or For hantlen(1, shipping, ttallatlar, 6 bracing of trusses. A seal an tfds drarIng or cover pnge Ustlrg this drarIng, wwscates aoc¢ptance of professbml p� ttyy sdely for the deidgn sinsn The suitab0.lty end use of tHs drorkn r an" -dry + ucWethr respano6AitY oP the Bulldhg Dedgner per ANSI/TPI 1 Ser2 For, here Information see thls Job's general notes page and these web sftes ALPINE, wwalolneltw.cani TPD nw.toInsta u SBCAr wr.sbclnductry—ni ICO wwwlcccafearo No/ n -o 4R/E Of A,�oPik a Also, REF HIP FRAME DATE 10/01/14 DRWG HIPFR1801014 Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better. )K)K Attach each valley to every supporting truss with) (2) 16d box (0,135' x 3,5') nails toe-nalled for ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 .Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates. Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of web, same species and grade or better, attached with 10d box (0,128' x 3.0') naps at 6' o.c. In Lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with: properly attached, rated sheathing applied prior to valley truss Installation. Or Purlins at 24' o,c, or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design, xKx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0', 4X4 2X4 32 3X4 Valle 12 Mnx, (— Spacing 2X4 X4 Pitched Cut Square Cut Stubbed Valley Optional. Hip �-- 8-0-0 max Bottom Chord Bottom Chord End Detail Joint Detail Valley Vall 4X4 Toe -naked / r• I? G\rg SQa 20-0-0 (++) Supporting trusses at 24' o.c, maximum spacing, -WAF"O- FtM AND FMUN ALL MTM CH tzar WAVM .s -WMIANTRMMH THUS BRAVING M ALL CGN11=MtB UICLUU G TINE INSTALLERS ��` 1 1- IVIA ;,� TC LL 30 30 40PSF REF VALLEY DETAIL Trusses req,Ire ertrene mm In Fobrkatirg, Haricift, shmp4,g, Instalft and bracing, Refer to wd �� tt r �'� DL 20 15 7 PSF DATE 10/O1/2014 vam. the ingst edlton of 8CS[ CBlltlnp Component Safety Information, by TPI and SHCA> for sofety to these furet1wM Inataners .Molt provltle terporory bracing per BCSL �(,�.zit„ ��\.��., '{� .� I �C DRWG VAL160101014 pprrnactkes prior perf—ir g limes. noted othorslsn, top chard shall have properly .ttaahed struet—1 ahenthb,g and bottom chord Bt~.: DL 10 10 10 PSF d � � u— shall have a property attached H91d u1Bn9. Locations shorn for pernenent lateral re.trolnt of ebe shall hnve bro W.UUed Per BCSI eectbna B3, B7 or Big, as oppU able. Appty Imes to each face of truss and p`o"dtwn ae fhen —d.r and an the Join! Betntte, ul.efr lad n4ha.ae. Refer to tlraringe 160A-Z for tondnrtl pinta posklm. j B LL 0 0 0 PSF 55 AN ITWCOMPAW Alpin., .wY of Iry Bdldky Ca potent. c o� tK. than not be responsWle for �� w� from this drat nn faRure to ba the truss H con ornnnce rith ANSI/TP1 1, or for hn T� QF TflT. LD 60 -. 57PSF Instogatlon L bradAtt of trusses, nA seal on tMs drw4p or cover page tlstbV W. draeing, Mdmtes acceptance of profasslomal gv�eorY�p rns)ansmRlty solely for the de sawn. T),e suttabstty and us. of tfl§ dro.hg �. l.) d^ i' e7 � UR,FAC.1,25/1.33 1.15 1,15 Far any stwcbre k the ",...lty of 1ht DA09 BesgnQr per N6I/i:'I I s.c2 %, \ ' SPACING 24,0' 13389 LaMeGanl Drive Earth City, MO 63045 For more Informtan see this Job's general notes ppaage and these .eb .Item ALPINE, rev tpkrclt—onl TPB r.r tpinstorgl SBCAi e..sbclndustry-91 ICG .r.Accaafe.arg t � ((tt! �y'a� ��` Piggyback Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 nph Wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0. Or 140 ,ph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg. located anywhere In roof, Exp D, wind DL= 5.0 psf (nln), Kzt=1.0, Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other sultable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xx Refer to Enaineer's seated truss desion drnwino for oioovback and base truss soeclfications. Detail A I Purlin Spacing = 24" o,c, or less 12 Up to 12 7 /� I I Spacing = O.C. max 4' I —Top Chord Scab (Typical Each End) Flat top chord purlins required atboth ends and at 24' max o.c. spacing in between, Detail B , Purlin Spacing > 24" o.c, Piggyback cap truss slant Walled to all top chord purlin bracing with (2) 16d box nails (0.135'x3,5') and secure top chord-with-2x4-k3-grade scab-(1 st a on y at each end) attached with 2 rows of 10d box nails (0,128'x3') at 4' o.c, 12 Attach purlin bracing to the flat top chord using a minimum of (2) 16d box nails (0.135'x3.5'). Up to 12 V 4' Pu24'1 o.ca max > Full Flat top chord purlins required at Top Chord Scab (Typical Each End) Chord Depth both ends, purlin spacing > 24' o.c. Note, If purtlns or sheathing are not specified on the flat top of the base truss, purtlns must be Installed at 24' o.c. max, and use Detail A. waWARHINGW READ AND FmLOV ALL NaTES W THIS 13RAVDGi VWG TO CONTRACTORS DtCLMW THE DISTALLEFM 4' -9WOlTAt(Tsw FUNSH THIS DRA ALL Trusses In fabricating, handling, installing and Refer to and � � require ..Sane care sHapft, tdit,p. folio, the latest edition of 11.1 (Buede,g Component Safety Infornatlon, by TPI antl S ) For safety �Q` ��++ ` �V E / practices prlor to performing these functions. Installers shall provide tenpsrary bracing per BCSL ll less top hoe hontNng bottom v t t naiad otherwise, chord shall properly attached structural -11 chord shall have a properly attached rlgId celUngv Locatiora show. far pernanerrt lateral restraint of web. `z N J or Bea as applicable. Apply plates to each face installed per BCSI sections the shall have and position pposition as shaven above and on the Joint Deta0.s, unless noted otherwise. of truss drawings drawings AN (IW00MP,AW Refer to 160A-Z far Components tldlsintpandnrtl pints poslutpbns. yy of faft bluild In conformance a ANSI/TPI Ilt not be mo, hare far =. — u � AT-f. OF C t.t.d-v[.. anynreVto the with aralfar shlpptng, InstnRation & brndng trusses. of A seal on this drawing or cover page Ustiig this dr Ina. Mdkates acceptance of professlonot � pt ergiuerig responslbNty solely for the design shorn The sWtabWty and use of this drawing 9 Id Y� Eadh LakeMont aAh City, M0 63046 045 iar any structure Is tl,e respm�sity of the bAcceq gesigror per ANSI/IPI 1 Sec2 For nore information see this Job's general notes page and these web sites, ALKNO wwwalohNtv.coml TPI, ww%tpinstorw SBCN www.sbcnductry.orot ICG wwwJccsafeora rfei �Qflid l C.N4,� tt` Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 03 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. Attach purlin bracing to the fiat top chord using (2) 16d box nails 0,135'x3.5'). The top chord #3 grade 2x4 scab may be replaced. with either of the following, (1) 3X8 Trutox plate attached with (B) 0,120'xl,375' nails, (4) Into cap TC & (4) Into base truss TC or <1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'x1,375' nails. Note, Nailing thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methods) Trulox Use 3X8 Trulox- plates for2x4_chor_d-member_,-and 3XI0-Tru of x plates for 2x6 and larger chord members. Attach to each face @ 8' ac. with (4) 0.120'x1.375' nails Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset 8'x8'0/16' <min) APA rated sheathingg ggussets (each face). Attach @ 8' o.c. with (8) 6d common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord, Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF #2, full chord depth scabs (each face), Attach @ 8' o.c, with (6) 10d box nails (0,128'x3') Per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c, front to back faces. 28PB Wave Piggyback Plate One 28PB wave piggyback plate to each face @ 8' o,c, Attach teeth to plggtyback at time of fobricatlon. Attach to suppor Ing truss with (4) 0.120'x1,375' nails per face per ply. Piggyback plates may be staggered 4' o.c. front to back faces. PACING 24.0' EF PIGGYBACK ATE 10/01/14 RWG PB160101014 JNIJddS �OR9 ��1�E` rl r'v �,J�i{-'ay��' U AXIS woaj ssMlsa9a �asa4}�Puc aB9wdos�aYou 1od�aB s,4oi sRti oas uoNou ojW ajou uo3Mdltl SVOf90W'434ue3 anlip lualaie'168E6L t Lf p. 'ZaaS { Idl/ISNV jad 4NAisag BuFvc awv !o Pw tns 'uao4s uLT45n aR .rod Rtaps R31Y4suotlsa dF+aauld+a '81Moup Wl.9.ip .a .. 0 '�,� d �_ "4*3 0% sp{i {hTYsil 089d .unm uo s uo ryas v ryvgssada�d do .—ndaoo9 se}9osxq 'sassnuY do BuP9+9 9 ugi9lryasul •Eul 'I Ru9'Bup JSd Q1 'l� b/ 'Bold .ro o IdIASN8 4;1a aou9 4uo� S- sp{; dlgS W'++oy d + h 3 ay} P,I�q of a•'^WJ uoud u01391N+p A— and alglsuod— aq ;ou 1114s —1 dno.9 a;uauoduoJ &gpra All da U.MAlp 9 au9dlN ANVdY40DAW W �Sd 11 .7$ �Sd �Q -IQ �{. .� `` —1;;pod a;91d p-pu9}s .md Z-Vo9i .Bywwp of "011 •asp' pa}ou ssaryn 'sggag iWor Wi uo Pw anogo uao49 S.-mISoodd pug s-,;. de aood yoga oY sai9ld ddtl 'algool o s9 'OIH .+o (g 'EH sugioas IS uad pall93sul Bupwq ena{ 11%15 sgaa do ;ury.!}sau lwai9l ivawuuad mod uao4s I,,-" -MMIa PI M P.PMI.9 RMadwd v an94 119ys p—p uoi}oq Pw WM>>9a4s 19mion+is Pa4oq}9 RluadoM an9y B9ys Pmyo do} •aslauay;o pa;ou ssalu1ll 1SJg .lad Bup9aq tu9.rodua} ap no ul Iryys sJa119}suI 'suo0.ound asa41 Burw j—d oY jgjd ssopo9 A �oj (VOES Pw Idl Rq lwmwroVA 4ados ivau9duoJ Buygrgl ISJH do ul"O ""vl -4 ao d D c bT0Tfif1Sfi��JH 9M?JQ bT/TO/OT 31FIQ �Sd �l JSd 3l ��ld �,a ,,,�'ei� �e`•�` .A 9 0 .M a •"2vjq pug Hum9}slA -Addi49 15u8pu94 'Nll q�q-J ul a.+m aw.+ixe a.gnbaJ smss sa3rrolsla �VMKW�TW III. GNllOIs. nUM SS32TN AAU7W aW UM Au }sgnS d10 J321 7A ,julaa goos N}6ual Ragwaw clam 30 /08 wnwlulw o sl uagwaw Sup jo julab •o•o ,9 :o sllou (ulw'.0'£x.82110) POT Li7•Im No14111d 'aoo3 uad goos (T) uvq} a Row ON -qam 3o aoo3 aplm o} (s)goos Ajddy I4-u8waa,a0-4uiaN gnDS 'dula2!-� 'dula2l-1 Ji 'ul4.6ual .Ragwaw clam jo 709 wnwlulw o sl Raolwaw 6up.40julab •o•o ,9 }o slllou (ulw'.O'£x.82T'0) POT N}im Lioo44d V-anx.4 moluou qam 3o apis uaq:pa o4. Ajddy q.uawaD.4o�.uia�-� ..lo f�uawaDJOJUia�J-1 'qam jo aao,4 yooa o} goos (T) Ajddy 'clam jo aoo3 aplm uo goos .la}ua6 ply) ,u6lsap papas s,.Raaul6u3 uo asimuaN:�o pa13pads ssalun 4agwaw qam uDq} ia}laq uo apo l6 pun sapads awns aq oa_ }uawaouojula.R goos ao }uawanjojuja-4--j 'juawa:).Ro,4ulau-1 m9x2-2 9x2 smog 2 8X2 8x2-1 9x2 mo a T Bxe 01O4xa-2 9x2 smog 2 9xa 9x2-1 4xa mo.a T 9x2 4x2-2 9x2 smog a 4x2 uo Ex2 4xa-T 4xa mo./ T 4x2 uo Ex2 dula?J gooS dula2l -1 uo -1 }ulo.R}sa8 azlS ;uawaoauojulad aAj3.ou.4a:�id blo pal3padS aagwaW qaM 'adk( }uawaouo julau a: oj,Ado.lddo Liglm u6lsap un a-a,R '}uawao.ao,}ula.a anl}ou Ra3.lo wnwlulw ao j ,anl}on.RasuoJ aq Aow molaq }.Rolgo ul paljpads q uawa:)Jo julaJ and}ou.Ra: •JV }uawa7„Iojula.R goos .Ro }uawaoa.4o,4ula.a--j .ao }uawa:)uo,4ulau-1 o} su6isap paloas Ald al6uls uo umoNs y-16 paljpads aqq 6uj6uol,io uo,4 algoollddn Ajuo sl lio}ap s141 ;S@OrON •pa,alsap sl poy}aw l.uawaouo,4ula R qam anl!.ou.aa:.lo uo }nq u6lsap ssnu} o uo paljpads sl (N-16) a.ulo,4}sa6 to as;off snonul;uo6 o uaym pasn aq o} sl lio;ap slLil uoi4-nq-i4-sojnS jagw<gk 6uiDAo�uia�j ��3 XdW e0'bZ SNI6ddS \\\�LI.n.....,glll�P 941A1 ILLS --j Se r... OIl fwOAJasnPupgs'... moan wDia qo;-- 9d1 iwoa'•NauloW'.0 umnY . iR 4aa —4%. p- aBad 1a1ou 1-5 s.goj app eas uopwaodul auou .j `\\\ IHo'AL� I1j' ,\ S: r/ ^c'JaS T Idl/tSHV gad .+auBRaQ CyPV+H ayl !o AIMa.+ aW sl •+nis+?a µ+'o •4d Bu!.oJp •✓tR do 1 P. Lilvmm ayl vaoys u81saP a43 and •tNlos Ail�ovodsa+ 9WWuaau!Bw ♦� /� {, I �i f7 O 'Yv / �y l sado.�d do aJwidmo sa1aJP4 1•-m -m wm-n -OW +enm �0 6N•o-P sAp uo Nas Y 'sassMi do ENJo•.9 9 uW3911vis4 �(j, `> v f_ r e47 lY� '&jddrys 'EupWuo4 •god ye 'I IdLnSNY 471• aJuoy.rodwJ u! SS- ayi P= of --l-J .Wo '&+I•a••4� sM3 uoud-%tjAap Am . j ap!su d— aq iw )joys •Jul tlrto„j sluauodW3 6WPlP a All do u%AnP 9 'aMdIY �,( J0 �� J • ,.gj..d mold p. p-Is mod Z-Y09f = ap of aadaL •asi 'slnaa m �,( i' —4o p.iw ssalun i'gor ayi uo puo anogo wogs SD WJR s.�•pn ssna o aood 4Jv. os sa>old Llddv •.IgvJlddo so DIH .ro L8 'Ee suglJes ISOH Jed PaltDis4 o.+q env4 lays sqa. do au!wisaa lD+aiDl iuouowad god woµs suolioJol 'HNtl» DIN Pa4JWia Rl•udoud o anoy Ilays bT0TQ21H3d3d 9M21Q D..J 'ON • " ��Ll \� `� //�� V "_4� .jf-,:. _. JDp ypiiDg pvo wtyiva4s IDJnsJnJia P•4Joily gJsdoJd anoy IN4s PJo4J dos'asNua43o Paiou Sia,uu((1 1S38 Jad Bup." /JOJoduai agnwd IlZ aJa!7vssuI •suoRJund esayi 04uJod.+ad of JONd s-ns.2Jd Zi.dos Jod (v3SS pua Idl Aq wnouJodut A%.j.S suaupdr euPYnH) is78 do uoRyo isaiDl a41 •olod Pw of Jadaa •0tpvjq pm aunj%Ss l 'OutddMa '9NIPuv4 '9uROJNgad 4 wm--z...Arb.J .053-1 'StMWISIu 3u DruHrImw SaoloYa M'Tw nl Dmf%YM Snu NStNmu—LNYlatkla.. 0NMM Snu NO S310N 7W A07M3 aW atrda W-MMNWA— bT/T0/OT 31HQ 21Idd3a 213HW3W �321 #0999 #S609 #08ZS #S919 ebb 9xZ p,�og3 Jo qaM #Sbbb #OLOb #ObS£ #09t£ bxZ �0t13�o-qaM #SZLS #SzzS--#OOS-b--#S6n, ezb 9xZ p�+o�13 JO qaM #S£8£ #SOSE #Sb0£ #SL6Z bxz pu0L13 ao qaM #SbLb #96Z17 #S£9E #S£S£ 19£ 9x2 p,4oq❑ jo qaM #OTZ£ #0£6Z #0£9Z #OLb'Z bxZ p AoLi:) 40 qaM #SLS£ #921£ #99£2 #0£Z2 e06 9x2 pAogo uo qaM #9992 #ST£Z #096T #0161 bxz p.Aog3 .4o qaM #0292 #Sbzz #9891 4S9bi ebZ 9x2 p.Aot43 uo qaM #SbLT #96bT #SSOT #9L6 bxz pJOt13 .AO qaM #STbT #96ZT #SSOT #SL6 e8T bxz Alu❑ qaM #008 #0£L #S£9 #0Z9 •2T bxz Alu❑ qaM dAS -I-dQ dH 3-3dS -1 azlS AaclwaW aojo3 lolxd uagwaW wnwlxoW poo-1 jo uol}o.ina ao,4 pasoa.4oul aq tiow saouo, AagwaW %0 = uol:ping poo3 1!,ol-aQ \.Apoda�j .AaolwaW a S>9C9 OW •Al!D upe3 ew0 toa{aMol 69LEL ��ul Li D R jib�a(j 5ui:)'odS WON la.la000}l moil alal.�l - ,AagwaW 9x2 a,�a66o}S mob algnoQ - Aagwaw yxZ 8003 4.uou3 - 7sll'ON (ulw 'e£ x e821'0) xOS POT aoo3 >{oog = - . ua66o�.s F— + O + 0 + O + O O + O + O + O + loDldA j l— I'o eb s — -spool ul_alq, ICuo >_.aoddns }ou Cow p lol,lo ua>loug oajD mold lo��auuo� a-4: ult4 6ulAan»o suol4.oas qaM Jo p.logM pa6owop aoj pasn aq qou ow 1l•o}ap Modal slLij •sa:)llds laulod-plw 1.10 a}old ao:pauuoD ua>louq uo4 pasn aq Cow tlo}ap Aloda.A slNl '30S9i apou6 NSW puo 1# apou6 lonSlA oa. pa:�iwll sl llo:•ap s14:� 4}lm asn uoj apo.4(3 .lagwnl pa}}lw.lad wnwlxow aNj •uagwaw apls t♦ooa on.ul (ulw l,ex.821'0) sllou un6 4o xog pol 6ulsn WON 'pa.la66o s smo.l '•:)•o y a.o smou (6) aa.ly} 6ulsn s.4agwaw 9xZ ol_ul 1loN paua6to}s smou ^o-o ,y 3.o smo.4 (2) owl 6ulsn s Aagwaw yxZ OW1 1110N 'lauod ua>{ouq ay} my}lm ag a.snw (S) y}6ual .lagwaw gooS (g) + (-I)(e) = (s)t,lD.6ual Aagwaw apls wnwlulW •aoo3 uad goos auo Alddy ',lagwaw pa61owop so saga s puo 'apo a6 'azls awos 'suagwaw apls 9xZ OM} Jo yxZ oM j = (S) (g) oa.lo pa6owop jo apls yooa uo aouo}slp 6ulllou wnwlulW = (-1) ucippas pa6owop jo g4.6ua1 xow ,21 'oa ao pa6owoQ = (g) '11O4ap s14q- Nn Im Aldwoo }.ou op :pa44. s.11oda.4 Auo 4o4 ua 4nq,003nuvw ssn.aq, aq j. }oo:�uo0 'pamopo a,eo ssnu� .aad s>loa.dq ow} uo�{)r avow ou puo lauod p loy� .lad NDajq auo uoy4. a.low oN -s Aagwaw ua>{o.aq gxz .lo yxZ N}lm sassnua. Ald al6uls 4o,4 luo p11on sl u6lsap slLil '.lagwaw gam ao puoLp ua>loug 4}Im ssn a} o jo0 s lloda.l sa1,4pads 6ulmo.4p slNj ua>lojg Jo pa>JD)DJ3 STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' X LENGTH TO TRIM [✓ EXISTING FILLER 7 — SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL. — USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. — USE #3 OR BETTER OR STUD <900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS. — LOCATE VERTICALS AT 4'-0' O.C. MAX., OR SEE NEXT OPTION. — IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR — 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH), APPLY REQUIRED BRACING (SEE BELOW), — ❑PTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. — FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES <OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS). xLATERAL BRACING IS NORMALLY REQUIRE➢ ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O.C. FOR A SINGLE —PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS'N❑ SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER PER THE LATEST VERSION OF ANSI/TPI, THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' D.C. MAX. SPACING AND 1OPSF MAX. CEILING LOAD., WITH THE EXCEPTIONS mnTP-n ON THIS SHEET T USE THIS DETAIL FORT ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS, DS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. 5 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, BER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'—O'). 3E FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITH❑UT THE NEED FOR REPAIR DETAILS, PR❑VIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY 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 J❑INT. — IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE). FIELD APPLIED — PLACE FALSE FRAME CHORD IN —PLANE WITH THE TRUSS. — CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. — JOIN VERTICALS -TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLE — MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET T❑ EACH FACE AND 8d NAILS (0.113x2.5') @ 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. — VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH <4) 11 GAUGE (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 J❑INT, ATTACHED WITH <6) 10d BOX <0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY). _.. ..vAarmx<. aEAD AND FDLLnv at wTEs aN TMBRAVB&lvls{R�/��✓r, REF BC FILLER wwDVMTM+Tb r"4SH TIW DRIIWM To ALL 17HiRACTQtS VC=IN6 DE INSTALL= re �. Trusses regWe><trene core a Firg abrbat, handW' g ol,lppug. Instal and bracing. Refer to d \CiEnjS' DATE 10/01/14 faro. the Istest emtlon of Bcst ce dmhg Conponent sov.ty In ornatbn, r TPI and sew For safety �:. pI'0ctices prior to perforsng these funct wm tnstatlers shall Provide orory bracI g per BCSL \I UNess hot" otherwise, top chord shall have properly attached ctrtcturalt"s'sYnntYwng and bottomchord shall have a properly attached rl1oad ceabg. Locatbm shown For pernanent lateral restraint of webs N DRWG REPBCFIL1014 d �lJ o ofshall have and position ionInstalledss pep BCSI sections the J or BSB, as apples Le,no Apply pates to each face '��— of trots and pposrcbn as chom above and a tro .loins Desalt, rss rated etherwtse. P� Refer to drawings 16CA-Z for standard plate postlohs. Alpine, a divislan of IN BulrLng Conponents Group Inc shall not be responsible for any deviation f fh ja (?F' AN RWCOMPANY this drawing, arty Fail— to bt11d the truss in conformance with ANSi/TPi 1, or for handling, shipping, �Q � y Installation t bmcing of trusses. A, A scat on thls *� wing or cower page tlattng this drawing, Indicates acceptance of prafessanat %'9 L tyE' r. _solely for the deslpn shown. The dtabuty and use of thisdrawag ,r O R 13389 Lakeeont Drive f0r� ro`'pO �Y of the &Adlrg Dosgncr per ANSL/TPI I Sect. Earlh City, a1063046 For more Information see this Job's general notes pope and Huse web sites. .rti►l{n,��t`uVtty ALPLM wwwalatmit.con, TPD —API-t.orgl SBCM www.sbcindustr —W ICO—1=wafe 9 •rgl,;, 1Y _ ,hl�t___ 1 SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 Mph wind, CAT II, EXP C, 30.00 ft mean hgt, located anywhere in roof,, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00. � �UU V19 F AN RWCOMPANY 6 13389Lak&— Orive i Earth City, MO 63045 ASCE 7-10 160 mph wind, EXP C, Or 140 Mph wind, EXP D, 30.00 ft Mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1,00. Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length, Attach overhang scab to one face of top chord with 10d box (0,128'x3,0', min) nails at 8' o,c, plus clusters of four nails where shown In figure below 00. NOTE: #2 is the minimum lumber grade allowed for all species. NOTE: Add 210# uplift (max,) to reported truss uplift for wall connections, 12 2 TO 12� 3L L 24' MAXIMUM espplylTANToVARNM- READ VMG FFUR14 H T Z DMV�➢if M ALL ALL NOTES R ON aU DE THE dKTALILMM Trusses require wxtrene care In fobrkoting, handling, shipping, Installing and brneMg. Refer to and lloe the latest edM- of SCSI ®u0.dtrp Conpanent Snfety Infornatbn, by TPI and SHCN far safety I cotes prior to perforning these functions, Instirs sinll 9= tenparary .1wcI7 par III I noted otl+erwke, top chord shall have properly attached structural ahea g an bottom cho all have a properly ottached rlgki ..Omit Locations shorn far permanent lotrral restraint of web. - all have bracing Installed per BCSI sections B3, 87 or B10, as applicable. Apply plates to each face truss aM CCosltlon as shown above and on the Joht 8eta1s, unless noted otherwise. re, to drorhgs 160A-2 for standard plate positWns. Alp4ie, a dvkbn of ITV BulrYng Components Grottqq Inc shop not he respondbte Por any deviation fr is droalnp, any fa8vre to build the truss h conformance with ANSi/TPI 1, or for hantlUng, sNpp4�e, •tallatlan L broeing of trusses. A scnl on tale r�aehp or arover page Ust4,g this drawMp, Wmcates acceptona of proFessknal Nag re solely For the design shown The siitablBty and use of this droehg r any strucMretha resporlab0.lty of the 9Adng Beslyer Pe+' ANSI/TPI 1 Stc2 For na- Infornatlon see this Job's aen-al notes page and these weii sltas. (No TOTAL TOP CHORD LOAD NOT TO EXCEED 40 PSF (DEAD PLUS LIVE) UR, FAC. 1,15/1.25 PACING 24' F 2X4 SCAB ❑,H, TE 10/01/14 WG ❑HSCB2X41014 w 1 12 (2) 16d TOE NAILS O jVARIES OPTIONAL SCISSORS BOTTOM CORD i f� (2) 16d TOE NAILS TYPICAL END JACK (EJ) N.T.S. 12 e 1 NAILS VARIES � See Connection Detail i i OP110NAL WEB CONFIGURATION —(4) 16d NAILS See Connection Detail CONNECTION DETAIL J TOM Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. B 0 12 VARIES OPTIONAL WEB (4)- 16d NAILS See Connection Detail 11-3-12 MAX. SPAN k TYPICAL SCISSORS CORNER JACK (CJ) TYPICAL CORNER JACK (CJ) N.T.S. N.T.S. TYPICAL CORNED SET INSTALLATION yra e 9 c a q��g ®`�o® lel MAR�i�s� 1L �. TYPICAL L LADING (P.S.F.) >o'``P�••� % N E SL.°• >� TILE: SHINGLES: ® �' •� TOP LIVE LOAD:I 20 20 = No • MANUEL MARTINEZ, P.E. TOP DEAD LOAD! 15 7 BOTTOM DEAD LOAD: 10 10 TOTAL I 45 37 FLORIDA REGISTERED ENGINEER STRE S NC. 1.25 1.25 e-fl No R LICENSE # PE 47182 WIND DESIGN: M 160 MPH PER �°�" STATE OF [(/® ASCE 7-10 MM. 24" O.C. oo�. V: P: ��e•, •*WARNING** Read & Fallow all notes on this drawing. �j `S ° 0 R Furnish this drawing to all Contractors including the installers. �dSRO ° ° ° °� �\ ,�+,% i �IIAIA9S�