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HomeMy WebLinkAboutTRUSSRANEY COMPONENTS �Ea,ney 19900 Independence Blvd. Groveland, FI 34736 ponents, tit one: (352)429-9429 ' (352)429-0304 " Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS133 Printed: Fri, Oct 13 2017 -ron rnrormarion: Address: EORName and License Number ,uslomerName., Creekside Lot 133 )R Horton 8408 Cobblestone Dr 7escriplion: city, Stare, Zip: tEHB Hayden-2601 "D" OL OW Fort Pierce, FL L d " I f rmafion ocrilly n o Roof Loads: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: Tc Live: TC Dead: BC Live: BC Dead: 20 7 0 10 40 10 0 5 Bldg. Code: Wind Sid: Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASIDE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages or sheets covered by this seal from: 1 thru 56 Total 56 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 A01 2 A02 3 A03 4 A04 5 A05 6 A06 7 A07 8 A08 9 A09 10 A10 11 All 12 Al2 13 A13 14 B01GB 15 BO1 16 802 17 M2GB 18 Me 19 M6 20 Vi 21 V2 22 V3 23 V4 24 V5 25 ER 26 EJ2 27 EJ2A 28 BJ5 29 BJSL 30 BJ3 31 BJ3L 32 BJ1 33 CJ7 34 CJ2 35 LO1 36 L02 37 EJ3L 38 13J1L 39 WX 40 FT1 41 FT2 42 FT3 43 FT4 44 FT5 45 FT6 46 FT7 47 FT8 48 FT9 49 FT10 50 FT11 51 FT12 52 FT13 53 FT14 54 FT15 55 FT16 56 FT17 DI91ta11y sl9md by Manuel MuUn - DN:GIS,o=l TMAAaS0Ws S g. a n u e Representative, oua`A AND EASSOCIATES PA, �a cn=ManuelMartln 933421920030D.100./.1=Af1709800000 • ); 01q"GVE900000211F 'nez}/� Dace'-Rtf1,' f01316:1201.OWW Adobe Acrobat DC—gom 207540630352 Ake' i 40 01-3A 39 FF 5i 8180 837f 48 00 99'-)E85 FB TFiz itcrl@nba tkacaa Ptd`aA Smatzi by BBaaarcl Matwlwe c4 imfm Phadateowwa abQ= away a sx,»•t aaalSlenCac3tieaaettdc. � - , odor x�riha�s d'mummAt mot emmiknd S!r &daladSkd and the ski la:h7venLL-attos'cale mmt-to vtrdir_E a lc aerardectrmrAzz =IDS.. , Page 1 of 1 File COPY c Job Number: 136DGS133 " Ply: 1 SEQN: 7468471 T10 / COMN 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 2 FROM: AH DRW. Truss Label: A01 I Wgt: 200.2 Ibs / ... 10/13/17 iI 6'4"7 7'10" { 14.2"13 18'4" 22'5"3 28'9"7 30'3" 36'8" 64"7 1'6"1 I 64"4 4'1"3 4'1"3 644 1'6° 647 1 1 r 6'2"11 '12- 14'2"13 2Z5"3 24'8" 30'5"5 3V8" 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 too Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.159 G 999 240 B 1537 / 704 / 855 /- / 395 15.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.346 G 999 180 J 1474 1666 1786 / - / - / - BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.064 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.140 K - - B Min Brg Width Req = 1.8 Mean Height: 22.84 ft J Min B Width Re � NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 1.5 r9 q = - TCDL: 4.2 psf Bearing B is a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.592 9 g Load Duration: 1.25 MWFRS Parallel Dist: h/2 to hs TPI Std: 2007 Max BC CSI: 0.759 Spacing: 24.0 " C&C Dist a: 3.67 ft I Rep Factors Used: Yes Max Web CSI: 0.688 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 1 Plate Type(s): A - B 27 0 F - G 1456 -2193 Wind Duration: 1.60 WAVE, HS VIEW Ver: 15.01.01.0402.19 B - C 1548 -2797 G - H 1287 -2183 Lumber C - D 1244 -2218 H - 1 1261 -2222 Value Set: 13B (Effective 6/1/2013) D - E 1270 -2179 I - J 1608 -2817 Top chord 2x4 SP 41 E-F 1452-2191 Bot chard 2x4 SP #1 Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - P 2443 -1275 M - L 2461 -1322 BracingO - N 2441 -1275 K - J 24644 -1322 (a) Continuous lateral restraint equally spaced on''. N - M 1502 -588 member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, s� . �b 1V Maximum Web Forces Per Ply (Ibs) attached with 8d Box or Gun (0.113"x2.5",min.)nails -p4r e 6" oc. " 0 Webs Tens.Comp. Webs Tens. Comp. o. 7 " P - C 274 -10 F - M 967 - 650 Tray Scab(s) C-N 470 -586 M-G 409 -381 (1) 2x4x0-3-11 x SP #3 scab at each end. AttachE - N 410 -383 M -1 524 -606 scab to face of chord with: Nails Q 8" oc, plus cam N - F 961 - 647 1- K 278 -14 additional nail clusters at: BRG.: (0), heel: (0), 1st J panel point: (0). 0 4 Loading » Truss passed check for 20 psf additional bottom �'�+ � 4A chord live load in areas with 42"-high x 24"-wide e clearance. �y Wind 40 015ASi3 FF5f3 S.t3i] �B'Its tTi) 99 2E5 Member design based on both MWFRS and C&C. a4 lau1 as 9FF ' 0 87f 4& ar�yf rhaZE MnrtB FS (FL. uc.C41101 on 6a claw Awwn abon udas D sri'i �Nfenrcam�a�lm. -- , Brad ee�siasaae'tlds d�ss.^,x�zt min nar ecssstr�i?nraixtsd a�aia6 and 0h-&'Yti.,i avwicst3''a5 maczx4c nt t vs l.en aayyadectiank. **WARNING" READ AND FOLLOW ALL NOTES ON THIS DPjaWING! "`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 BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilmq 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 BuildinppComponents 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 pa e_ listing this drawing indicates acceptance of professronat 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. y Job Number: 136DCS133 ply. 1 SEQN: 676093 / T29I HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EH13 Hayden-2601 "D" OL O Qty: 1 FROM: AH DRW. Truss Label: A02 �'Wgt:235.21bs .. / ... 10/13/17 2 }' "4 2'97 30'336'8"864 43 1'8"847 10 42 T 924 _i 64"7 =5X6 1160 =3X6 =4X10 =3X4 =4X10 =3X6 1112X4 1' 62"11 5'9"5 2'2"12 4'1"4 4'1"4 2'2"12 59"5 82"11 1' 6'2"11 12' 142"1 18'4" 2254 24'8" 30'5"5 36'8" 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 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: If EXP: C Mean Height: 22.50 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.67 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/3012013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP 93 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N1 Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE DeRICSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.137 E 999 240 VERT(TL): 0.315 E 999 180 HORZ(LL): 0.058 M - - HORZ(TL): 0.133 M Creep Factor. 1.5 Max TC CSI: 0.554 Max BC CSI: 0.574 Max Web CSI: 0.969 Mfg Specified Camber: ; VIEW Ver: 16.01.01B.0614.20 No 04702 D STAGE QF 4001SA39FF5581BUBB, 7F4800992E95FB rapt;Ifemkas@mscicsiesagedxalacaledtryiltaa x9l+ta tins F.-gF.. Lk.9491M1 anfha data-, z�df ertka33en ¢crJx. :=v;utn5cs ad3esafsh9sd�� stsas not ccwkma9%4WiaM=.1ad anb th¢ .1 ss9hentka2ieae ce9e mu�st�c�cr3fic{ tat scr7dttlra� serlgs.. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1447 / 705 / 862 / - / 384 15.5 K 1447 /705 /862 /- /- 16.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.7 K Min Brg Width Req = 1.7 Bearings B & K are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ A- B 27 0 G- H 1498 -1972 B-C 15B7-2618 H-1 1311 -1961 C - D 1284 - 2000 I - J 1284 - 20M D - E 1311 -1961 J - K 1587 -2618 E- F 1499 -1972 K- L 27 0 F - G 1156 -1455 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2283 -1268 P - O 1452 - 674 S - R 2280 -1268 O - N 2280 -1294 R - Q 2280 -1268 N - M 2280 -1294 Q - P 1452 - 659 M - K 2283 -1294 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S-C 285 -11 P-G 221 -192 C - Q 467 -624 G - O 798 -630 E - Q 421 - 380 O -' H 421 -380 Q - F 798 - 630 0-1 467 - 624 F-P 222 -193 J-M 285 -12 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI and'SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathingf1 and bottom chord shall have a propperly CCl7id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 63, 67 or 61D, . ADDIV plates to each face of truss and Dosition as shown above and on the Joint Details, unless noted otherwise. tlefer to a division of rfPI 1; or for h acceptance any structure m this drawing,any failure to build the eal on this drawing or cover page_ . it the design shown. The suitability SUTPI 1 Sec.2. SBCA www.sbdndustry.com; ICQ. www.icesafe Job Number: 136DCS133 Ply: 1 SEQN: 746849 / T16 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: AH DRW. Truss Label: A03 I Wgt: 233.8 lbs / ... 10/13/17 6'4"8 T10"�_ i 14'2"12 1 1T L 19'8" 1 22'S°4 1 28'97 T30'3"8 368" 6'4"8 1'6"1 I 6'4"3 T 2'9"4 I— F 2'94 6'4"3 1'6' i 64°8 =5X6 Fr 6'2"12 5'9"4 2212 4'1"4 4'1°4 2'2'12 59"4 6'2"12 6'212 12' 14'2"1 18'4" 22'5"4 24'8" 305"4 p 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 d Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.136 E 999 240 B 1449 / 706 1862 / - / 368 / 5.5 BCLL: 0.00 Enclosure: Closed I Lu: NA Cs: NA VERT(iL): 0.316 E 999 180 K 1385 1667 / 793 / - / - / - BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.058 L - - Wind reactions based on MWFRS EXP: C Des Ld: 37.00 HORZ(TL): 0.134 L B Min Brg Width Req = 1.7 Mean Height: 22.50 It NCBCLL: 1 Code I Misc Criteria CreepFactor. 1.5 K Min Brg Width Req = .00 TCDL: 4.0 psf I Soffit: 2.00 BCDL:5.0 psf � Bldg Code: FBC 2014 RES Max TC CSI: 0.554 Bearing B is a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.574 Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Max Web CSI: 0.972 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 fti FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 I Plate Type(s): A - B 27 0 F - G 1168 -1459 Wind Duration: 1.60 l WAVE VIEW Ver: 15.01.01.0402.19 B - C 1589 -2622 G - H 1502 -1976 Lumber I C - D 1288 -2004 H - I 1330 -1967 D - E 1314 -1965 I - J 1304 -2006 Value Set: 13B (Effective 6/112013) E - F 1511 -1975 J - K 1649 - 2640 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC B - R 2286 -1328 O - N 1456 -702 liM-st R - Q 2283 -1328 N - M 2302 -1358 Bracing Q - P 2283 -1328 M - L 2302 -1358 (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 60% length of I rye, P - O 1456 -710 L - K 2305 -1358 web member. Same species & SRB grade or better, Maximum Web Forces Per Ply (Ibs) attached with 8d Box or Gun (0.113"x2.5",min.)nails I sue, $ ! �� 047109 ow Webs Tens.Comp.Webs Tens. Coin ` R-C 285 -11 O-G 221 -193 Tray Scab(s) aceft. e C - P 466 - 623 G - N 800 - 632 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach to face Nails 8" pp E - P 421 -379 N - H 419 -377 scab of chord with: @ oc, plus BRG.: heel: 1st d - P - F 798 - 630 N - J 521 -642 additional nail clusters at: (0), (0), (0). $TAT F - O 224 -194 J - L 289 -15 panel point: , Wye Wind ) Member design based on both MWFRS and C&C. - 41981'a list SEMALAlt 40 01 SA39 €F 5B 8180 BB 7F 48 OU 93 2E ti5 FB IM Item NKb"nakcss p icd wd pled by matwel kimthtet,, Im£{�t.. i&.�8L9it Cti C?in 3t2 rvlt7e�ttaGsssm ar.3xi�a 59r$1 id311fEIit3iai4fiw3G. tad z,�e�xrtfdds darracraf aria aiote�rssi�caad sf�namiand sraiad ara6 thc�R-3 3c¢ntfca�accntem�t�zmJifacd msmga9�tra3k 4 raa�les: `IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nen Safety Information, byV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporaryy er BCSI. Unless noted olherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 or B10, cable. Appty plate. to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to 1.160 s 160A-Z for standard plate positions. a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ this drawing indicates acceptance of professronat engineering responsibility solely for the design shown. The suitbility ie of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. info. fi— sue fhie inhle nn _1 —t— n —A fh—_h ckec`- At PIMP- u","u W., min- TDI- , Wn f n QPPA- w., r,vn- irr- .."."v,rr . Job Number: 136DCS133 PIy;:1 SEQN: 7468601 T8 !HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O City: 1 19.8 Ibs FROM: AH DRW: Truss Label: A04 Wgtt 2/ ... 10/13/17 T10"fi 14'2"12 �15j 21'6" �44 ," 28'9"8 30'3"¢_ 368" f 6'4"8 +1'6"1 8'4"3 9. 6'8" 9" " 6'4°3 T 1 B•T' 6'4"8 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 " 5X6 012X4 =3X6 a3X8 =3X4 =3XB EM6 IO2X4 5'9'4 2'2"12 4'1"4 4'1"4 2'212 59"4 6'2"12 1' 6'2"12 12' 142"1 18'4" 22'5°4 24'8" 30'5"4 36'8" Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 22.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.67 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc., Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), list panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE DefllCS1 Criteria PP Deflection in too Udefl U# VERT(LL): 0.135 E 999 240 VERT(TL): 0.311 E 999 180 HORZ(LL): 0.059 M - - HORZ(TL): 0.135 M - - Creep Factor: 1.5 Max TC CSI: 0.569 Max BC CSI: 0.577 Max Web CSI: 0.710 Mfg Specified Camber: VIEW Ver: 15.01.01.0402.19 40 01 5A93 FF 58 8180 8137F48 00 99 2E 95 FB S?a7z itar^.cisasi���»amF�ct tzd'.sa9ed�q B�aauti 44art1xua, ekL. t€s..rtE3t asr t$3cSYa3c ahstvreaha tx�n�.a5d?3 akcnt�at�aaatdn. wl. lhv ani3iateasrra9emmtkaaV94d6%a pd'xttmr czaim ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1447 / 707 / 868 / - 1344 15.5 K 1447 1707 / 868 / - /- / 5.5 Wind reactions based on MWFRS B Min Big Width Req = 1.7 K Min Brg Width Req = 1.7 Bearings B & K are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ A- B 27 0 G- H 1553 -1960 B - C 1614 - 2617 H - 1 1344 -1963 C - D 1318 - 2002 1- J 1317 - 2002 D - E 1344 -1963 J -K 1614 -2617 E- F 1553 -1960 K- L 27 0 F - G 1262 -1635 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp: B - S 2282 -1303 P - O 1626 - 837 S - R 2278 -1303 O - N 2278 -1335 R - Q 2278 -1303 N - M 2278 -1335 Q - P 1626 - 810 M - K 2282 -1335 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S-C 284 -10 P-G 203 -173 C - Q 461 -619 G - O 732 -652 E - Q 468 - 348 O - H 469 - 348 Q - F 732 -652 O - J 460 -619 F-P 203 -173 J-M 284 -12 **WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Aire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, byy TPI an SBCA) tot 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 proppefly aaid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or 61 D le._ Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. 12efer to a division of 'TPI 1; ortor h acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability )For more information see this lob's general notes papa and these web sites: ALPINE: www.alpineftw.com; TPI: www.tpjnst.org: SBCP: www.sbdndustry.com; ICC: www.tocsafe.ora 1 Y Job Number: 136DGS133 I Ply: 1 SEQN: 7468511 T151 HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: AH DRW: Truss Label: A05 I Wgt: 218.4 Ibs / ... 10/13/17 6'4"7 7'10"9 14712 115I 21'8" 2't,�l3 28'9"8 30'4"1,0 3, ff 64°7 r1'6"1 1 64"3 {9°4 6'8""13 6'3"11 , 1'7"1 6'3"6 _-5X6 912X4E F a r8G H 1112X4 12 6 '�13X6 � g3X6D l 03X40 J�3X4 ao (a) (a) =4X a ) B Km4X6(A2) R Q P O N M L N2X4 a3X6 aM8 a3X4 =3X8 a3X6 102X4 6'2"11 5'9"5 22"12 4'1"4 4'1"13 2'2"3 5110"6 6'1"10 6'2"11 12' 1471 IN 22'5"13 24'6" 30'6"6 36W Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.134 H 999 240 B 1449 / 7p8 / 868 / - 1328 15.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.312 H 999 180 K 1385 1670 / 799 / - / - / - BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.059 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CMean Height: 22.00 ft HORZ(TL): 0.136 L - - B Miri Brg Width Req = 1.7 9 Code / Misc Criteria CreepFactor. 1.5 K Min Brg Width Req = NCBCLL: 2. 00 TCDL: 4.2 psf Bearing B is a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.571 9 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.562 Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Max Web CSI: 0.711 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00I it FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ GCpi: 0.18 Plate Type(s): A - B 27 0 F - G 1275 -1639 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 B - C 1626 -2621 G - H 1558 -1971 Lumber C - D 1330 -2006 H - I 1360 -1972 Value Set: 138 (Effective 6/1/2013) D - E 1356 -1967 I - J 1334 -2013 E - F 1565 -1964 J - K 1676 - 2645 Top chard 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "138" uses design values Chords Tens.Comp_ Chords Tens. Comp. approved 1/30/2013 by ALSC B - R 2285 -1370 O - N 1631 - 865 R - Q 2282 -1370 N - M 2307 -1384 Bracing Q - P 2282 -1370 M - L 2307 -1384 (a) Continuous lateral restraint equally spaced on ` , P - O 1630 -873 L - K 2310 -1384 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.)nai1s a Maximum Web Forces Per Ply (Ibs) @ 6" oc. Webs Tens.Comp. Webs Tens. Comp. R - C 284 -10 O - G 204 -173 Tray Scab(s) AW C - P 460 -619 G - N 737 -652 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach E - P 468 -348 N - H 467 -350 scab to face of chord with: Nails @ B" oc, plus p - F 731 -652 N - J 513 -638 panel point: (0). additional nail clusters at: BRG.: (0), heel: (0), 1st F - O 205 -173 J - L 287 -13 e Winde Member design based on both MWFRS and C&C. , s #all 001SA38FF5081Bf3BB71F480099 2ES5FB thuZIAwalvdbyWY4=1Martl=4 s� fir.. �.v�ra�z! car s nfuYwca atxiw� ��sastia,s ashen sic. �r�ss€zt�ir#aei rrcntcx�z�s�xasd �.caisd aa+E etseaaseitca5ar�sszal�eaurtaamsifl-.wxa�micctrmr.... sins:. *`WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow'the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) r sa>Pety practices prior to performing these functions. installers shall provide temporary bracing per Spunless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have 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 Buildingq Components Group III c. shall not be responsible for any deviation from this drawing any failure to build the I. in conformance with ANSIIfPI 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 engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the re,'sponsibility of the Building Designer per ANSIITPI 18ec.2. Job Number: 136DCS133 PIy,1 SEQN: 746852 / T7 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM. AH DRW: Truss Label: A06 Wgt 201.6 Ibs / ... 10/13/17 "9 13} + 3037 34"9 7 584I8677 64% 1112X4 112X4 =4X6=3X4 =3X8 =3X4=4X6 112X4 F1' 6'2"13 5'9"3 1' S'4" 5'4" 1' 5'9"3 6'2 6'2"13 12' 13 18'4" 23'8" 24' " 30'S"3 36'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.138 E 999 240 B 1447 / 709 1868 / - / 303 15.5 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.318 E 999 180 H 1447 / 709 1868 /- /- 16.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.058 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C_ HORZ(TL): 0.134 J - - B Min Brg Width Req = 1.7 NCBCLL: 10.00 Mean Height: 21.50 ft Code / Misc Criteria Factor1.5 Creep. H Min Brg Width Req = 1.7 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.476 Bearings B & H are a rigid surface. 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2007 Max BC CSI: 0.488 Spacing: 24.0 " C&C Dist a: 3.67 it Rep Factors Used: Yes Max Web CSI: 0.584 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ GCpi: 0.18 Plate Type(s): A - B 27 0 E - F 1430 -1924 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 B - C 1634 -2597 F - G 1406 -2072 Lumber C - D 1406 -2072 G - H 1634 -2597 D - E 1430 -1924 H - I 27 0 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp_ Lumber value set "1313" uses design values B - P 2260 -1319 M - L 1777 -971 approved 1/30/2013 by ALSC P - O 2257 -1319 L - K 2257 -1351 O - N 2257 -1319 K - J 2257 -1351 Wind o N - M 1777 -939 J - H 2260 -1351 Member design based on both MWFRS and C&C. - Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. No- 0471 82 IV P-C 252 -10 M-F 265 -192 - C - N 422 - 532 F - L 425 -194 ;. D - N 425 -195 L - G 421 - 532 D - M 265 -193 G - J 252 -12 E - M 233 - 270 40015A38 FF 58 811?t`3 BS 7F 00 992ER5 FB a"ta4 i8err'eraa �leii7sre4aro-�;.u�im&rfag PAa�.av«3 wartirrzs� r�(Et...e&e.�a�tmar tflax�3$s sikswtsahseaaaz�n�ssi#+2 -. aet#err�ns�ie- �Saecixscae#�: dncurxsm�a�ae- ds4;��:ar+slimig� s,.e dhc. �,ak�srtua�wncafle museisx+srN�:J-sm>�^etectre�• zx�ios:. "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 bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) fo'r safety practices prior to pertorming these functions. Installers shall provide tempostryy bracing ner 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 bracingp insfailed per BCSI sections 63, 67 or 610, 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 Buildingg�Components 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 d9awtng or cover pa e_ . listing this drawing, indicates acceptance of professfona 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 ANSI1TP11 Sec.2. For more information see this iob's general notes page.and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA: www.sbcindu .com; IM wwmicesafe.orizi [ 7 Job Number: 136DCS133 Ply: 1 SEQN: 746853 / T141 HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: AH FDRW: Truss Label: A07 I Wgt: 201.6 Ibs / _.. 10/13/17 I 6'4"9 13' t8'4° 23 'a" L 30'3"7 36'8" + i 6'4"9 67°7 5'4" 5F 67`7 + 6'4"9 i12X4 Dm5 B E m5 F T 12 0 I 6 b g3X4C r0 C' @3X4 � 1 B =4X6A(A2) i H=4X6(A2) O N M L K J I t12X4 46 m3X4 o3X8 =3X4 m4X6 1112X4 6'213 5'9'3 1' 5'4" 5'4" 1' 5'9"3 6'2"13 6'2"13 12' 1T 18'4" 23'8" 24' " 30-5"3 W. Loading Criteria (psf) Wind Criteria R Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pr NA Ce: NA VERT(LL): 0.137 E 999 240 B 1449 1710 / 868 1- / 287 15.5 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.319 E 999 160 H 1385 1672 / 799 I - / - / - BCDL: 10.00 Risk Category: 11 j Snow Duration: NA HORZ(LL): 0.058 1 - - Wind reactions based on MWFRS EXP: C Des Ld: 37.00 HORZ(TL): 0.135 1 - - Mean Height: 21.50 ft B Min Brg Width Req = 1.7 Code / Mist: Criteria Cree Factor. 1.5 NCBCLL: 10.00 TCDL: 4.2 psf P H Min Brg Width Req = Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.485 Bearing B is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.489 Spacing: 24.0 " C&C Dist a: 3.67 it Rep Factors Used: Yes Max Web CSI: 0.605 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ GCpi: 0.18 Plate Type(s): A - B 27 0 E - F 1446 -1929 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 B - C 1645 -2601 F - G 1419 -2079 Lumber C - D 1418 -2076 G - H 1672 -2619 D - E 1446 -1929 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 ! Chords Tens.Comp. Chords Tens. Comp_ Lumber value set "13B" uses design values B - O 2263 -1385 L - K 1783 -1000 approved 1/30/2013 by ALSC O - N 2260 -1386 K - J 2280 -1391 N - M 2260 -1386 J - I 2280 -1391 Wind X Member design based on both MWFRS and C&C. ' M - L 1780 -1006 1- H 2283 -1391 ; e• .:.. % Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. No 04. 71 O- C 252 10 L- F 265 192 C - M 421 - 532 F - K 428 - 200 D - M 424 -194 K - G 446 - 551 ir D - L 268 -194 G - 1 256 -15 $A E-L 235 -270 o. SERIAL* 4001SA88FF5681808137F4800992E85FR mullatrta�c�ti¢rmniu s�neussd:a fad byFAW— Ltariin n(c1. Lk.94na2i mot dam shaww mbou Wng a SHirl ara3henaca#e�smse. � aC;E Xr2":3%Rrv'x auLrlCntxat�riCMlCnul EHI MTfifi@K�tYt �i'�Ctrttlf$:- LIIyiCS.. "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 fr to these functions. Installers temporary Component Safety Information, by TPI ana'SBCA) safety practices prior performing shall provide bracing per BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg 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.s Inc. Group I Alpine, a division of ITW Building Componentshall not be responsible for any deviation from this drawing,any failure to build the installation bracing trusses.A this drawing truss in conformance with ANSI t i PI 1, or for handling ;shipping, and of seal on or listing this drawing indicates acceptance of professiona engineeringg responsibility solely for the design shown. cover page. , The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. t Job Number: 136DCS133 PIy;,,1 SEQN: 746854 / T6 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: AH DRW. Truss Label: A08 Wgt: 193.2 Ibs / _.. 10/13/17 6'4"9 11' 18'4" 25'8" + 30'37 } 36'8" { 6'4"9 47'7 7-4" T4" 47"7 T 0 1112X4 82X4=3X4-4X6 =3X8=4X6i3X4 912X4 6'2"13 4'9"3 1' 6'4" 6'4" 1' 4'9"3 6-2.13 6'2"13 11' 12 18'4" 24'e" 25' " 30'S"3 36'8" 1.� 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 Lldefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph PY NA Ce: NA VERT(LL): 0.156 E 999 240 B 1447 / 712 / 861 / - / 263 15.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.360 E 999 180 H 1447 1712 / 861 ! - / - / 5.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.057 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.132 J - - B Min Brg Width Req = 1.7 NCBCLL: 10.00 Mean Height: 21.00 ft Code / Misc Criteria Creep Factor. 1.5 H Min Brg Width Re - - 1.7 q Soffit: 2.OD TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.553 Bearings B & H are a g s rigid surface_ Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.567 Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Max Web CSI: 0.528 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 0 E - F 1654 -2312 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 B-C 1643 -2569 F-G 1508 -2203 Lumber C - D 1509 -2203 G - H 1642 -2569 Value Set: 13B (Effective 6!1l2013) D-E 1654-2312 H-1 27 0 Top chord x4 SP #1 SP #1 Bot chord 2x4 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp_ Lumber value set "l38" uses design values B - P 2229 -1321 M - L 1922 -1090 approved 1/3012013 by ALSC P - O 2227 -1321 L - K 1922 -1090 1)) O - N 1922 -1058 K - J 2227 -1353 Wind Member design based both MWFRS C&C.w N - M 1922 -1058 J - H 2229 -1353 on and Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. s P-C 191 -12 M-F 490 -341 + C - O 319 - 370 K - G 318 - 370 D - O 399 -192 F - K 399 -191 D-M 4W -341 G-J 191 -14 ' * STATE OFg. E - M 378 - 439 .,: 40015A39FF5891BOBBW4900992E95 Fla rfSifG ItCttt 9'a3L5eeiY @ICiSffG1$GY (B EEf '.wdwaled b'r13S jriAAFw=, s"°k(FL.itc. �RYi52jssrrti�cda22�hawmaL^�s�udrgasN�•H. as.tit emt'icastea� xxr9a. Pt�tndc�:raiif3s dc+�zr€rtare r�stcaxis#�ed s%naf �� sealed and the ,St a0habti atLtAcode mwk tm vedfW m mydectrork cmclux.. "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 and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheU rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/1 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 9�awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this lob's general notes page and these web sties: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA: w "cindustry.mm; ICC: www.iccsafe.org Job Number: 136DCS133 Ply: 1 SEQN: 676125 / T13 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: AH DRW: Truss Label: A09 ! Wgt: 193.2 Ibs / ... 10/13/17 I 1 L 6'4°9 L 11' L 18'4" 1 25'8" F 30'3"7 f 6'4"9 4�7°7 i 7.4" T 7'4" I' 4W7 + 6'4"9 1 112X4 Da E F — = T 12 T 6 ro 03X4C I ` G �3X4 b i I �3X6�A7)B E 11 32 =3X6(A1) H O C N M L K J 1 1I 112X4 I m3X4m4X6 =3X8 mUl3m3X4 112X4 6 L1' 6'2"13 4'9"3 1' 6'4" 6'4" 1' 4'9"3 62"13 f 6'2'13 1I1' 12' 18'4" 24'8" 25' i I 1 30'5"3 368" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) De@/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# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph f Pf: NA Ce: NA VERT(LL): 0.155 E 999 240 B 1449 1713 / 861 I - / 247 15.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.361 E 999 180 H 1385 / 674 / 792 / - /- / - BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.057 1 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.133 I - - Mean Height: 21.00 ft B Min Brg Width Req = 1.7 Code I Misc Criteria CreepFactor. 1.5 NCBCLL: 10.00 TCDL: 4.2 psf H Min Brg Width Req = 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.554 Bearin B is rigid surface. g a g Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.568 Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Max Web CSI: 0.532 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft Ff/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chards Tens. Comp_ GCpi: 0.18 P Plate Type(s): A - B 27 0 E - F 1673 -2319 Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.20 B - C 1654 -2573 F - G 1519 -2213 Lumber C - D 1520 -2207 G - H 1669 -2592 D - E 1673 - 2319 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Camp. Lumber value set "13B" uses design values B - O 2233 -1387 L - K 1929 -1120 approved 1/30/2013 by ALSC O - N 2231 -1387 K - J 1929 -1120 N - M 1925 -1125 J -1 2251 -1393 Wind )6 .. M - L 1925 -1125 1- H 2253 -1393 Member design based on both MWFRS and C&C. wek ea 'r•� Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. e O-C 191 -12 L-F 488 -334 V e C - N 318 - 370 J - G 331 - 389 are A D - N 399 -191 F - J 403 -197 +e .', D - L 493 - 343 G - I 196 -19 STATE E - L 379 - 439 . vu 541 SEWLA 40015A38FF5B81808137€+ 00992E85rF8 p btzlcitamiutatsetsela s ncdaidualddbyma;� lmarmas n (4. us.0s7MI onthe a m shown Abmro trAni; a stiA•l I aL'}tfant'xFatfaTA &mdLS, P.9atad ecp�nafdsc dncaxa�Am not c=zl ed sf8=4=d sa hd and ft_-%.• anC;ca crz 9a mtcc bg gbd an aoydactm Ac- —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 these functions. Installers temporary Componen[ Safety Information, by TPI anr7'SBCA) r safety practices prior to performing shall provide 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 as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. B3, B7 or B10, (2efer to drawings 160A-Z for standard plate positions. pine, a division of ITW Buildingq�Components Group Inc. shall not be responsible for. any deviation from this drawing any failure to build the 1, for handling,j installation bracing trusses.A this drawing tr or shipping, and of seal on or truss in conformance with ANS101 listing this drawing,indicates of engineering responsibility solely for the design shown. cover page The su" bility acceptance professional Designer ANSIITPI 1 Sec.2. and use of this drawing for any structure is the responsibility of the Building per For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.cDrn; TPI: www. inst.o � SBCA: www.sbcindu .com; ]CC: www.iccsafe.orq f ) Job Number: 136DGS133 PIy:,1 SEQN: 676087 / T2 / HIPS I 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: A10 Wgt: 201.6 Ibs / ... 10/13/17 6'2"12 9' ts2"2 } 1_7 zra"z z7'a" h 3054 f 3sa• , 62"12 2'9"4 82"2 3'1"14 3'0"2 VY14 2'9"4 6'2"12 -5X8 012X4 m3X6 es3X4 Z�i5X8 D E F G H T 12 6 F,;- IlzxaD l 192x4 o 1 �3X6dA1)B J=4X6(A2) I� K e X4 1112X4 m4X6 m3X8 o X4 m4X6 I112X4 o X4 �- 1' 6'4"a 2'9"4 2'10"4 3'2"2 8'5"8 3'0"6 2'10"4 2'9"4 6'4"8 8'4•a 9'1"12 12' 15'2"2 21'7"10 24'8" 27'6"4 30'3"8 36'8" 2 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf, NA Ce: NA VERT(LL): 0.186 E 999 240 B 1445 / 774 / 850 / - ! 247 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.426 E 999 180 J 1505 / 817 / 919 / - ! - 15.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.061 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.139 L - - B Min Brg Width Req = 1.7 NCBCLL: 00 Mean Height: 20.25 it Code / Misc Criteria CreepFactor. 1.5 J Min Brg Width Req = 1.8 Soffit: 2.00 2. TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.523 Bearings B & J are a rigid surface. 9 g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.526 Spacing: 24.0 " C&C Dist a: 3.67 it Rep Factors Used: Yes Max Web CSI: 0.568 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ GCpi: 0.18 Plate Type(s): A - B 27 0 F - G 185B -2698 Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.061420 B - C 1638 -2558 G - H 1849 -2678 Lumber C - D 1755 -2499 H - I 1737 -2464 D - E 1858 -2698 I - J 1627 - 2531 Value Set: 13B (Effective 6/1/2013) E - F 1858 -2698 J - K 52 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp_ Chords Tens. Comp. Lumber value set "138" uses design values approved 1 /3012013 by ALSC B - S 2219 -1262 O - N 2039 -1158 ry1 2045 LI Wind R - Q 2048 -1121 M - 2036 -1157 Member design based on both MWFRS and C&C. ', r wt Q - P 2D48 -1121 L - J 2191 -1310 a� P - O 2700 -1558 g►. . 7 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. e C - S 275 -214 G - O 319 - 357 S - D 320 -304 O - H 799 -534 "• D-R 175 -16 M-H D P 807 H L 171 -31 284 270 a - -532 - E P 308 350 L I 258 x - - - -195 � .I. , .! ,_' P-G 92 -84 40 015A38: FF 5B S4 B0 BB 7F48 00 99 2€ 95 FR MU Itemliaatse &lector •s?c �sFhmed=di&alod by Var�lmart ac33tentkax�tae. aTafsted er ti sc5dre dncexrstaaac not emasi3—d 4wdartdz hd snd tir--�,.t2 aa.�en�sa4:r�c�da n�s[�medfd��gr�octmrak tat.. "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryy 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 bracingQ inslalled per BCSI sections B3, B7 or 810, as applicable. Apply gates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to drawings 160A-Z for sfandard plate positions. Alpine, a division of IT W 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 professional engineering responsibility solely for the design shown. The suit -ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes pacle and these web sites: ALPINE: www.al ineihv.com; TPI: www. insto ; SBCA www.sbdndu .com; ]CC: www.imsafe.ong Job Number: 136DCS133 I Ply: 1 SEQN: 6317611 T3 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O City: 1 FROM: JAH DRW: Truss Label: Al I Wgt 198.8 Ibs .. / ... 10/13/17 11 4'9"4 24'0"12 7'3"12 =3X4 =5X6 31'6" 367 T7'4 5' h1' 9' 3'8" 39'8 77"4 8" 6'11'4 5' 51 12'8" 16'5'B 24'0"12 4' 12 31B" 36'8" 1 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: 20.51 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: 3.67 ft I Loc. from endwall: not in 9.00I ft GCpi: 0.18 I Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC i Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Plating Notes (*•) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning 9 requirements. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at right end_ Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Hangers / Ties (J) Hanger Support Required, by others Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Pf: NA Ce: NA VERT(LL): 0.185 E 999 240 Lu: NA Cs: NA VERT(TL): 0.430 E 999 180 Snow Duration: NA HORZ(LL): 0.051 1 - - HORZ(TL): 0.118 1 - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.635 TPI Std: 2007 Max BC CSI: 0.651 Rep Factors Used: Yes Max Web CSI: 0.950 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.01B.0614.19 4001E 3EiFF5B8180138?F4800992E35FB 3laitfiamlwtisi�ccn clan '�nsdsmatad 6y rAaamsxl t�ariz, n (FL. UC.C47=21 on OadaYu shown atom trIng a 5NA.1 azsthencka.3icr�a. �tadx�f;"}�zs ao:ca�3�a n+rtcx�sttvmd st`yss€�snaind arae klans 2au�en�a9s"easr�e mvntbcaxri(ted rm auyrc7e~trar� 11 '4X4(R) T 7 �1 1 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1454 / 786 / 868 / - / 177 / 5.5 1 1380 /748 1713 /- /- /- Wind reactions based on MWFRS B Min Big Width Req = 1.7 1 Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 E- F 1806 - 2572 B - C 1719 - 2594 F - G 1807 - 2572 C - D 1602 -2378 G - H 1079 -1579 D - E 1946 -2795 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp_ B - O 2265 -1558 L - K 1370 - 884 O - N 2092 -1349 K - J 1370 - 884 N - M 2092 -1349 J - 1 10 -12 M - L 2813 -1798 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - O 240 -198 F - L 353 - 415 D - O 371 -117 L - G 1401 - 884 D - M 823 - 5W G - J 349 - 415 M - E 312 - 281 J - H 1469 - 942 E - L 190 - 283 H - I 954 -1345 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin (shippping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building f Safety Information, bV TPI ancl'SBCA) f0F,safety practices poor to performing these functions. Installers shall provide temporary BCSI. Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro ppeD{r y Tlid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, e'. AooTv plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to a division of rf Pl 1; or for h acceptance any structure its drawing,any failure to build the on this drawing or cover pane to design shown. The suitability y I Truss Label:Hayden --26201 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Wgt 217.0 Ibs I FROM: JAH 03 / T36 /HIPS I DRW. 10/13/17 I fi 7' T 12'1010 18'4" 23'9"6 298 36'8" 5'10"10 5'5"6 5'5"6 5'10"10 T m3X4 m5X6 m3X4 m5X8 1' T1"12 4'10"4 .7" 5'8°14 5'8"14 i7"� 4'10"4 T1"12 2, �'i 7'1^12 + 12' 12'7"2 18'4^ + 24'0^14 LF4I+ 36'8" } '� Loading Criteria (psf) Wind Criteria TOLL: 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: 19.75 ft NCBCLL: 0.00 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: 3.67 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP #1 Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Loading #1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pa: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.276 E 999 240 B 2893 / 1503 / - / - / - Lu: NA Cs: NA VERT(TL): 0.639 E 682 180 H 2942 11567 / - / - ! - Snow Duration: NA HORZ(LL): 0.059 C - - Wind reactions based on MWFRS HORZ(TL): 0.137 C - - B Min Big Width Req = 1.7 Code / Mise Criteria Creep Factor. 1.5 H Min Brg Width Req = 1.7 Bldg Code: FBC 2014 RES Max TC CSI: 0.556 Bearings B & H are a rigid surface. TPI Std: 2007 Max BC CSI: 0.509 / 5.5 / 5.5 T 1 Rep Factors Used: No Max Web CSI: 0.496 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 13 -11 E - F 2067 -4048 WAVE VIEW Ver: 16.01.018.0614.20 B - C 1497 -2896 F - G 1873 -3670 C - D 1877 - 3672 G - H 1485 - 2887 D - E 2067 - 4048 H - 1 23 - 24 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B - P 2559 -1311 M - L 3717 -1908 P - O 2573 -1314 L - K 2563 -1302 O - N 2573 -1314 K - J 2-163 -1302 N - M 3719 -1911 J - H 2550 -1299 �a 04' Maximum Web Forces Per Ply (Ibs) io Webs Tens.Comp. Webs Tens. Comp. No.. C- P 333 -76 M- F 393 -189 C - N 1293 - 662 F - L 416 - 565 tr N - D 413 - 562 L - G 1301 - 672 e D- M 390 -185 J- G 327 -67 E-M 269 -304 STAVE 40015A 38EF589180B5 7r +1800992E95FB rtHic Item e{Gzasun4cagsi�ncd'srd^:ealed%y 7Aaa�a�8 aAartinss. 2E(I11. t£e."ZIN2,1 antha datc ahae�n ate is ing a stt&-i aathwara+.umscda. a latcdcs afdirdaararrcarmnatcassvra sdst uusiand:rslmd and camydectank Carus.. `"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [Safety, Information, bV TPI and`SBCA) for 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 l7id ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, B7 or 610, le. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to 60A-Z far standard plate positions. a division of TI'I 1; or for h acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability I , ' Job Number: 136DCS133 I Ply: 2 1 SEQN: 631765 / T23 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: Al I Wgt: 219.8 Ibs .. / ... 10/13/17 T I T10"10 I 20'4" + 26 98° .6 + 33 + 36 8° T 6'10"10 6.5°6 6'5°6 6'10"10 3' =3X4 =5X6 =4X4 =5X74 12 C'mfX8s D E F G 6 p n P 012X4 h1 7'112 T1°12 O N M L K =4X6a4X6 =3X10 =5X6 m4X10 5'6°4 11" 6'8'14 4'4' 2'6'6 12'8'2 20'4" + 24'8" f' 2T2°1 ®4X6 T T J I � 1 �Uii 1113X10 6'5"10 1 33'8" 36'8" Loading Criteria (psi) 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 Udefi U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pg NA Ce: NA VERT(LL): -0.351 E 999 240 B 3380 / 2077 1- I - l - / 5.5 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.751 E 583 180 1 3387 / 2121- BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.074 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.159 C - - B Min Brg Width Req = 2.0 NCBCLL: 0.00 Mean Height: 20.01 ft Code / Misc Criteria Creep Factor. 1.5 P 1 Min Big Width Req = - Soffit: 2.00 TCDL: 4.0 psf BCDL: 5.0 psf � Bldg Code: FBC 2014 RES Max TC CSI: 0.953 Bearing B is a rig id surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.653 Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: No Max Web CSI: 0.932 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 13 -11 E - F 2894 -4636 Wind Duration: 1.60 WAVE VIEW Ver: 16.01.018.0614.19 B - C 2134 -3445 F - G 2268 -3628 Lumber Hangers / Ties C - D 2766 -4444 G - H 1030 -1641 D - E 2894 -4636 Value Set: 13B (Effective 6/1/2013) (J) Hanger Support Required, by others Top chord 2x4 SP #1 Wind Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP #1 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS. Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values Right end vertical not exposed to wind pressure. B - P 3050 -1881 M - L 3703 - 2325 approved 1/30/2013 by ALSC P - O 3067 -1885 L - K 3703 - 2325 O-N 3067-1885 K-J 1461 -915 Nailnote ; N - M 4484 -2802 J - 1 3 -2 Nail Schedule:0.128"x3", min. nailsea»sarxr� �Q$ Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. `ffi Maximum Web Forces Per Ply (Ibs) Tens. Camp. Webs : 1 Row @ 4" o.c.► Webs Tens.Comp- Webs p' p" Use equal spacing between rows and stagger nails.. 4718 C - P 392 -89 F - K 693 -901 in each row to avoid splitting. ' ,lie C - N 1556 -995 K - G 2447 -1527 Special Loads M e ,. N- D 435 -477 G- J 557 -725 1. /Plate mot, � D - M 173 -105 J - H 1741 -1090 -(Lumber � . E - M 333 - 344 H - 1 1068 -1698 56 pff t -1 56 plf a.=1. 7. TC- From 56 plf at -1.00 to 56 plf at 7.00, TC- From 28 plf at 7 00 to 28 n[f at 33 67 T �e M - F 1060 -646 TC- From 28 plf at 33.67 to 28 plf at 36.67 A • *e ' 1 BC- From 4 pif at -1.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.03 4. ` BC- From 10 plf at 7.03 to 10 pif at 36.67 TC- 339 lb Conc. Load at 7.03 3 1 . TC- 171 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06 SWIMAL,, 33.06,35.06 40015A38 FF5591811387F4800992E85FB BC- 538 lb Conc. Load at 7.03 wxl ¢afadby rAmrunx]W tlr=, BC- 127lb Conc. Load at 9.06,11.06,13.06,15.06. PE(n.•ue•a4 sz{oathmd nawna s� gasxxa 17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06 almnliraabs¢�a. 33.06,35.06 2a�tmdcr4i�acd'tPsbs uta:ra�sinrm a�roa and �nadar,9 �calad asaar tt�.�",s-:ts,.T autl�aa,ttracce8r rn�sr:Du �s�df�t eae aoydactrm - r�!ns. "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 jshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI anr7'SBCA) foe safety practices prior to performing these functions. installers shall provide temporaty bracing per BCSL Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insTalled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin!!��Components Groupj Inc. shall not be responsible for any deviation from this drawinA any failure to build the truss in conformance with ANSI PI 1, or for handlia shipping, installation and bracing of trusses.A seal on this rawing or cover page• listing this drawingg indicates acceptance of pro essrona engineering responsibility solely for the design shown. The sui bility and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA: www.sbcindu .com; ICC: www.iccsafe.oni tlM i Job Number: 136DCS133 Ply: 1 SEQN: 676089 / T9 / GABL 4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW. Truss Label: B01GB Wgt: 64.4lbs .. / ... 10/13/17 7' 14' 7' 7' 3 1(TYP) E=4X4 M L K J I i 14' 1, 14' 14' 1 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pt in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in for, Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.003 1 999 240 H• 80 / 47 140 /- / 11 / 168 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.003 1 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.002 M - - B Min Brg Width Req = - EXP: C Des Ld: 37.00 HORZ(TL):-0.003 M - - Bearing B is a rigid surface. Mean Height: 20.01 ft NCBCLL: 10.00 TCDL: 42 psf Code / Misc Criteria CreepFactor. 1.5 Soffit: 2.00 BCDL: 5.psf Bldg Code: FBC 2014 RES Max TC CSI: 0.128 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.070 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.098 A - B 27 0 E - F 270 -52 Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: B - C 74 -61 F - G 192 -68 GCpi: 0.18 Plate Type(s): C -D 177 -52 G - H 88 -107 Wind Duration:1.60 WAVE VIEW Ver:16.01.01B.0614.20 D-E 262 -53 Lumber Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP #1 Bot Chord 2x4 SP#1 B-M 136 -52 K-J 149 -55 Webs 2x4 SP #3 M - L 145 -53 J -1 142 -66 Lumber value set "l3B" uses design values L - K 149 -55 I - H 133 -59 approved 1/3012013 by ALSO Plating Notes All plates are 2X4 except as noted." 4 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. ��+ # C M 232 J F 305 Wind ,-�beff �, - -129 - D-L 310 -119 1-G 329 -115 -142 Member design based both MWFRS C&C. ss E - K 13 -75 on and Additional Notes*. See DWGS A1603DENC101014 & GBLLETIN1014 for WA MW Am gable wind bracing and other requirements. STATE OF 40 01 5A 39 FF 5B 81 BOBB 7F48 00 99 2E 85 FB ThUltam'has raaanMartKm ?E (zi.. tk.CSr393f an Na daxsshna a abwm rring a S"'I aicntscaS�at sx�fe, fired cra ziasrs3cfun darfanerAareart czrnid=d slot and: lad aM ttw:S: cnaWdMmrrk. cmi= "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anr7'SBCA) 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 properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per SCSI sections B3, B7 or B10, e. AppTy Agates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. hefer to 60A-Z for standard plate positions. a division of i i'i 1, or Torn acceptance any structure failure to build the g or cover page vn. The suitability Job Number: 136DCS133 I Ply: 1 SEQN: 676050 / T26 / SPEC 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: B01 I Wgt: 105.0 Ibs / ... 10/13/17 7' 12' 15'10" 21W i 7' , } 5' r 3'10" Cm4X4 T 12 T 6 F,;- r M o %SX10(SRS) 1112X4 D E =6X8 F h (a) v =3X4(A1)B M C'-3X4(A1)� 1 A H L K J I =6X6 W2X4 =6XB 1112X4 T1"12 5' 3'8"4 J.T1"12 3'8"4 2'1"12 1, 12'1"12 1510" 19'6"4 • 2118" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.304 D 843 240 B 889 1550 1- 1- 1- / 5-5 BCLL: 0.00 Enclosure: Closed i Lu: NA Cs: NA VERT(TL): 0.685 D 374 180 G 915 / 571 / - 1- / - / 5.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.085 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.191 C - - B Min Brg Width Req = 1.5 Mean Height: 20.01 ft NCBCLL: 00 Code / Misc Criteria CreepFactor. 1.5 G Min Brg Width Req = 1.5 TCDL: 4.2 psf 2. Soffit: 2.00 BCDL: 5-0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.406 Bearings B & G are a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.841 Spacing: 24.0 " C&C Dist a: 3.00 ft I Rep Factors Used: Yes Max Web CSI: 0.783 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 it FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 -25 E - F 1914 -3264 Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01 B.061420 B - C 840 -1361 F - G 928 -1584 Lumber Tray Scab(s) C - D 824 -1363 G - H 27 -25 D - E 1914 -3264 Value Set: 13B (Effective 6/1/2013) (1) 2x4x0-3-11 x SP #3 scab at right end. Attach Top chord 2x4 SP #1 scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1 st Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 panel point: (0). Chords Tens.Comp. Chords Tens. Comp - Lumber value set "l3B" uses design values B - L 1149 -681 J - 1 1389 -798 approved 1/30/2013 by ALSC L - K 4007 -2371 I - G 1381 -802 M K-J 4010 -2361 Bracing Who (a) Continuous lateral restraint equally spaced onaceod*gar member. Or 1x4 7" reinforcement. 80% length of !ilk Maximum Web Forces Per Ply (Ibs) Same species & SRB or better, - Webs Tens.Comp.Webs Comp - Tens. Coin web member. grade web with 6d Box or Gun (0. 1 13"x2.5",min.)nails *+ C - L 788 -332 E - J 194 -196 @ 6" oc. 0 ' **No 041162L - D 1716 -2890 J - F 1944 -1157 * D-K 121 0 I-F 104 0 Special Loads w' D - J 463 -774 -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) ► TC- From 56 pif at . -1.00 to 56 plf at 7.00';- TC- From 56 pif at 7-00 to 56 pff at 12.00, TC From 56 at 12.00 to 56 at 15.60' STATE OFe plf pif TC- From 28 pif at 15.60 to 28 plf at 19.67 10 % ' TC- From 56 plf at 19.67 to 56 pif at 22.67 °m 4W BC- From 4 plf at -1.00 to 4 pif at 0.00 lf at 0-00 to 20 if at 15.60 BC- From 20 BC- From 10 pIf 15.60 to 10 plf 21.67+ at at BC- From 4 pif at 21.67 to 4 pif at 22.67i L* TC- 33 lb Conc. Load at 15.60,17.60 ` TC- 51 lb Conc. Load at 19.64 ! 40'015A.38 FF 5B 8180 BB 7F 48 00 89 2E S5 Ft9 BC- 32 lb Conc. Load at 15.60,17.60 i ThISItMhUbramcla s and and sakd by rAMA t,Aarttnv, BC- 37lb Conc. Load at 19.64 in.tk."710(w t�Q wnata�a BxsHAa a�-tlteni,�a�cxa cnHe. Wind FtPstnd eafctvs dsr_sz:aar„2 min mntcrasait-zed s4nrsimd scaiad Wind loads and reactions based on MWFRS. M=Vd ctro,* lux. -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 M shipping, installing and bracing. -Refer to and follow the latest edition of BCSI (Building Installers Componen[ Safety Information, bV TPI anr7'SBCA) fo'r satPety practices prior to pertorming these functions. shall provide temporarryy bracing per BCSI. Unless noted olherwise,tap chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown fdr pefmanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 610, as applicable. Apply places 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 Buildingg�Components Group] Inc. truss in ANSI PI 1, for handling, shall not be responsible for any deviation from this drawing,any failure to build the installation bracing of trusses.A seat on this drawing or cover conformance with or shipping, and listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. this drawing for structure is the "responsibility of the Building Designer ANSUTPI 1 Sec.2. page- - The suitability and use of any per For more information see this'oUs general notes page and these web sites: ALPINE www.al ineitw.com; TPI: www. jnst.o - SBCA: www.sbcindu .corn- ICC: www.imsafe.o Job Number: 136DCS133 PIy:.4 SEON: 685222 / T12 / COMN 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: I FROM: JAI- DRW: Truss Label: B02 Wat: 137.2 Ibs ... / ... 10/13/17 T M O m 17F 7' 66 F14210 I 1;T8 6 1 218 375710T 303'8"4 12 C 1114X6(R) =6X8 =H1315 1114X8 1, T2"4 37"10 3'9"12 3'5" 2'11"6 7'2"4 10'9"14 147"10 18'0"10 21' 8" 21'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 20.01 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5-0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x8 SP #1 Webs 2x4 SP 93 :W1, W2 2x4 SP 91: Lumber value set "1313" uses design values approved 1/3012013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 5.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. In addition, apply (1) 0.22"-0.25" min/max dia. X 6.0" length wood screw at each joint location. 4" o.c. spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.00 to 56 plf at 7.00 TC- From 28 plf at 7.00 to 28 plf at 10.53 TC- From 56 plf at 10.53 to 56 pit at 18.20 TC- From 56 plf at 18.20 to 56 plf at 21.67 BC- From 4 pif at -1.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.13 BC- From 10 plf at 7.13 to 10 plf at 21-67 BC- 3387 lb Conc. Load at 7.13 BC- 1380 lb Conc. Load at 9.06 BC- 1385 lb Conc. Load at 11.06,13.06,15.06,17.06 BC- 1474 lb Conc. Load at 19.06,20.60 a Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): 0.263 J 975 240 Lu: NA Cs: NA VERT(TL): 0.594 J 431 180 Snow Duration: NA HORZ(LL): 0.073 C - - HORZ(TL): 0.165 C - - Code / Misc Criteria Creep Factor 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.534 TPI Std: 2007 Max BC CSI: 0.894 Rep Factors Used: Yes Max Web CSI: 0.867 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE, HS VIEW Ver: 16-01.01B.0614.20 Wind Wind loads and reactions based on MWFRS. 0 40 01 5A 38 EF 5B 81 B0 BB 3F48 00 99 2E 85 Fg xids Iterairas tve�nafa.gz�tfud gated try rtza�z.A Mart ?E. K. tis-"7021 on oc date xhawn abwa term; asNh2 acttcntkzU: m4c Fibud ctpiucdtfi+ do:.":.MA_0.1 ..3dsuil= taasi dssaimd and th-SFA-ia endiat noxde rne~[.t*a va&,;ad m myele;tt rk rwm **WARNING** READ AND FOLLOW ALL NOTES ON THIS'DRAWINGI `"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W L 6025 13446 1- / - / - 15.5 G 8685 14496 /- /- / - / 5.5 Wind reactions based on MWFRS L Min Brg Width Req = 1.8 G Min Brg Width Req = 2.2 Bearings L & G are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ A- B 7 - 6 D- E 35T7 - 6522 B - C 1837 - 3230 E - F 3123 - 5819 C - D 1895 -3340 F - G 2169 -4092 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - K 2874 -1628 I - H 3736 -1965 K - J 6491 - 3572 H - G 3663 -1930 J -1 5878 -3165 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp C - K 2843 -1583 E -1 241 - 337 K - D 2081 - 3876 I - F 2276 -1266 D - J 175 - 29 H - F 822 - 386 J-E 714 -457 inpp�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the 31TfP1 1, or for handlia shipping, installation and bracing of trusses.A seal on this drawing or cover page_ !s acceptance of pro essiona engineering responsibility solely for the design shown. The suitability it any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. Job Number: 136DCS133 Ply: 1 SEQN: 6761211 T55 I GABL 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: M2GB I Wgt: 14.0 Ibs / ... 10/13/17 12 4 F_� C 2X4(A1) B T T T r r � iA Li r- D 2'� 1min 21 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF TCLL: 20.00 Wind Std: ASCE 7-10 + Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph PY NA Ce: NA VERT(LL): NA D" 104 / 51 / 80 / - / 21 124.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.000 D - - B Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL): -0.000 D - - Bearing B is a rigid surface. NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteria Cree Factor. 1.5 p Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.169 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.034 Chords Tens.Comp. Chords Tens. Camp. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.032 A - B 19 0 B - C 9 - 29 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.20 Chords Tens.Comp. Lumber i B-D 166 -20 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs) Bot chord 2x4 SP 91 Webs Tens.Comp. Webs 2x4 SP #3 L b I t "138" d I C- D 87 - 32 m uer va ue se uses esign va ues approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. 4001€38FF5B81BOB137F480099 2ESSFB sistzltarssd3•& etsii sdaad%aaNd'byreSarazdmotln PE VL. Uc.047P+B21cm x SHA4 S arRlsarro�t�a. FiZ�tad ce��rmreM� d�cerexst asn aratcc,�st�cad sf�s+a.f azid saalgd and S!se�.A3antiratieasa.�ic ns�t tax:erif�l�aeryatasimnk ciaz. —WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS mire extreme care in fabricatino_ handlina.! shiboina. installina and bracing. Refer to and follow the latest edition of d rigqid ceiling Locations shown for ermanent lateral restraint or webs shall have bracin lnsta"ea per t3 ' secuons tl3, is or L" u, cable. Apply places to each face of truss and' positjon as shown above and on the Joinf Details, unless noted otherwise. f2efer to Is 160A-Z for standard plate positions. I a division of ITW Buildint��LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSIltPI 1, odor handling shipping, installation and bracing of trusses.A seal on th!s drawing or cover pa e_ this drawing Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ie of this yawing for any structure is the ,responsibility of the Building Designer per ANS a I' 1 Sec.2. information see this job's Aeneral notes page and these web sites: ALPINE: wmv.alpineihv.com; TPi: wWW.ipitl5toiq; SBCA: www.sbcindustry.wm; ICC; www.iocsaie, Job Number: 136DCS133 Ply, 1 SEQN: 676117 / T22 / GABL 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: "1 FROM: DJH DRW. Truss Label. M6GB Wgt: 28.0 Ibs .. / ... 10/13/17 3' 5' 6' 3' 2' 1' E 12 p 4T T o C w Zn �' IV r =2X4(A1)B iv A F H G Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to 1112 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP 93 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Notes See DWGS S16015ENC100815 & GBLLETIN1014 for gable wind bracing and other requirements. 6' 3' 3' 5' 6' Snow Criteria (Pg,Pf in PSF) DefI1CS1 Criteria ♦ Maximum Reactions (Ibs), or `=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W F" 85 / 40 / 61 /- / 17 172.0 Pf: NA Ce: NA VERT(LL): -0.002 H 999 240 Lu: NA Cs: NA VERT(TL): 0.003 H 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.002 D - - B Min Brg Width Req = - HORZ(TL):-0.003 D - - Bearing B is a rigid surface. Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 Maximum Top Chord Forces Per Ply (Ibs) TPI Sid: 2007 Max BC CSI: 0.055 Chords Tens.Comp. Chords Tens. Comp. A- B 19 0 C - D 12 -98 Rep Factors Used: Yes Max Web CSI: 0.074 FT/RT.20(0)110(0) Mfg Specified Camber: B - C 14 -179 D - E 6 -19 Plate Type(s): VIEW Ver: 16.01.018.0614.20 WAVE Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 275 -25 G - F 289 -27 H - G 285 -26 7No 0 STATE OF 40 01 SA.38 FF5B 81 BO BB 7F 48 0tf 9t32E85 fB atttiterTxtbemmteztt gsbgnddwJsewedhyH7a lManbw F£(FL,Lk. 447z&a,( M the daac whavnt atxara uiag aSH I auihcntir�sca�la. ?tared cepwidthis tune =we not c=W&nd tfg lend waled asad tha.�,.�.i.-2 a�t4sent3catis�scada nustiaa�erif�) caea�rctectror3s cx�Iax. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of astramt oT webs shall nave bracing installed per BI as shown above and on the Join?Details, unless IPI t,orTor nanaiing snlpping,Instananor acceptance of professional engineeril any structure is the responsibility of the .1 nnt— -- and thw: n —h Mt._c- Al PINP uti w al Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. E-F 49 -19 Maximum Gable Forces Per Ply (Ibs) I Gables Tens.Comp. Gables Tens. Comp. C - H 285 -134 D - G 249 -83 of failure to build the g or cover page rn. The suitability I i Job Number: 136DCS133 I Ply: 1 SEQN: 676123 / T4 / MONO 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 9 FROM: JAH DRW. Truss Label: M6 Wat: 25.2 Ibs I ... / ... 10/13/17 12 �4X4C 4 �/' T _t ao M N =2X4(A1) g=2X6 D c~�l 1 ALi 0 1112X4E 5'8"8 5'8"8 0 , Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.023 E 999 240 B 293 / 126 / 218 / - / 101 18.0 BCLL: 0.00 Enclosure: Closed CI Lu: NA Cs: NA VERT(TL): 0.030 E 999 180 D 214 1114 1137 / - / - / 1.5 BCDL: 10.00 Risk Category: If { Snow Duration: NA HORZ(LL): -0.009 E - Wind reactions based on MWFRS EXP: C Des Ld: 37.00 HORZ(TL): 0.012 E B Min Brg Width Req = 1.5 NCBCMean Height: 15.00 It Code / Misc Criteria CreepFactor: 1.5 D Min Brg Width Req = 1.5 soffit : 1 .00 BCDL: 4.0 psf Bearings B & D are a rigid surface. Soffit 2.OD BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.373 Bearing B requires a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.209 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.325 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.01.018.0614.20 A - B 19 0 B - C 52 -131 Lumber Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Bot chord 2x4 SP #1 B - E 90 -178 Webs 2x4 SP #3 :Rt Bearing Leg 2x4 SP 93: Lumber value set "13B" uses design values Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC D - E 102 - 36 C - D 1336 - 640 Wind +, Member design based on both MWFRS and C&C. ��FUNNo.. 0471 STAT $. v 11% *� yy SERdA € 40 Ol SA 38 FF 58 8190 6B 7F 4900 99 2E 95 FB rfsi, Iternhmbe ddrtra%ka30Aand and walad by PAarudl Wrtimdr i �E(EL.I[t.GSTt83feasMedatcahawealxe�tc�nga5iik•3 authanr&aateaare. >*iwed xs-rgttSGdctk d0rcr20Aud notCW&frnd tgm,,dz dsaalmd ane the SRA'IZ hmtimtkmWA&n=t ba v Ifbd MWfdectranic csrGins. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS trusses reqquire extreme care in fabricatingq handling shipping, installing and bracing. Refer to and fallow the latesfedition of BCSI (Building omponenf Safety Information, bV TPI and SBCA) for safety practices prior to pertorming these functions. installers shall provide temporarryy 'rac!ng er BCSI. Unless noted olherwise,top chordlshall have properly attached structural sheathing and bottom chord shall have a properly Wache�rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 610, as applicable. Apply plates to each face. of truss and posifion as shown above and on the Joint Details, unless noted otherwise. (2efer to ira'Ings 160A-Z for standard plate positions. 0.lpine, a division of ITW Buildin�fL�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the :russ in conformance with ANSIUfPI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drawing or cover page. _ isting this drawing indicates acceptance of pro essional engineering responsibility solely for the design shown. The suitability rnd use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. 'or more information see this lob's aenerai notes oaae and these web sites: ALPINE: www.aloinedw.com: TPI: www.tainst.ora; SBCA: ww w.sbcindustrv.com: ICC: www.iccsafe.ora Job Number: 136DCS133 Ply`,1 SEQN: 676020 / T39 / VAL 4EHB Hayden-2601 'D" OL OW /DR Horton /4EHB Hayden-2601 'D" OL O Qty: 1 FROM: JAH DRW. Truss Label: V1 Wgt: 42.0 Ibs .. / ... 10/13/17 3'8" + 7-10" 11'8" 3'8" 4'2" 3-10" 12 IIIW4 W1 (R) Q 6 3'8" 4' 4' 3'13" 7,8" 11'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (ibs), or `=PLF TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W D- 75 / 43 / 39 /- / 7 / 140 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): -0.010 E 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.018 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 E - - G Min Big Width Req = - Des Ld: 37.00 EXP: C HORZ(TL): -0.007E - - Bearing G is a rigid surface. Code / Misc Criteria NCBCLL: 10.00 Mean Height: 20.04 It Cree Factor. 1.5 p Soffit 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.193 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.108 Chords Tens.Comp. Chords Tens. Comp. A - B 6 -3 C - D 16 - 52 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.092 Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 6 -3 GCpi: 0.18 Plate Type(s): ' VIEW Ver: 16.01.01B.0614.20 Wind Duration: 1.60 WAVE I Maximum Bot Chord Forces Per Ply (Ibs) Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP 41 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. 40 015A 38 FF 5B 81 BO B8 7F48 00 9R 2i_ 85 F8 Wi1tem*h-"b.,m4tsAVwd'aad=ztndbykt"M64=14,m 8E (rt. uc.adT.332(cn[h�dasr ah�wn a w.ing a SNA+r. ailti4t4�AC6dC. 'e're3atr.�f c�msnittms afexrra�-d.maa s,meumiacrad d anh s���+E and ft acthentk2S ac-ode mrstrae ved#9ad an avidettmnk . 4.,rj Chords Tens.Comp. Chords Tens. Comp. G-F 3 -6 E-D 20 -29 F-E 3 -6 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - G 145 - 75 E - C 279 -167 B - F 310 - 270 **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 anc7SBCA) for safety practices prior to performing these functions. Installers shall provide tempora� bracing per BCSI.. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, 67 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the I.. 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 professfona engineering responsibility solely for the design shown. The suit -ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this jobs general notes page and these web sites: ALPINE: www.al ineltw.com• TPI: wwwApirstorg• SBCA: www.sbdndu .coin ICC: www.lecsafe.org Job Number: 136DCS133 Ply: SEQN: 4EHB Hayde -22601 "D" OL OW /DR Horton /4EHB Hi yden-2601 "D" OL O I � 136.41bs I FROM: JAH 24 I T35 I VAL I DRW % 10/13/17 I Truss 1'8" 5-1 On 9,8" 1'8"47" 310" h IIIY4 A w1Y�T 1'8 V8 Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 21.04 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4 GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. F III 4' 5'8" 9'8" 12 Mg(R) Q 6 E III 4- 9-8- =-3X4(D1) I- D Snow Criteria (Pg,Pf in PSF) Defl1CSl Criteria ♦ Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L/# Loc R / U / Rw / Rh / RL / W D" 75 144 140 / - / 9 / 116 PF NA Ce: NA VERT(LL): -0.011 E 999 240 Lu: NA Cs: NA VERT(TL): 0.018 E 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): 0.005 E - - G Min Brg Width Req = - HORZ(TL):-0.007 E Bearing G is a rigid surface. Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.233 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2007 Max BC CSI: 0.117 Chords Tens.Comp. Chords Tens. Camp. A - B 1 -2 C - D 20 - 54 Rep Factors Used: Yes Max Web CSI: 0.110 ft FT/RT:20(0)110(0) Mfg Specified Camber: B - C 1 -2 Plate Type(s): VIEW Ver: 16.01.018.0614.20 WAVE Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. G-F 2 -1 E-D 16 -31 F-E 2 -1 SIRIALA 40015A38FF5B81B0BB7F4800992E85FB itch Item has bs ctedmrs 2**md-m3ssaladby Ua=A Martin", FE (Fl. tCs.CaTiaxp c, t3imtatz sh�wQ above u^�ag asNA 8 amlherdcarsasdm sYiam'serx,�ias�d�e dtr_er.°�xeiaea rfntadna�n�t e�talad aasE2�SiFiW'SaazlhenCcaai�ocealacmmiCazrs�3fwiad.serpedettrar� . Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-G 31 -51 E-C 321 -173 B - F 369 - 235. **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! *`IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anr7'SBCA) fsafety 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 pro pperly �id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, e. A ,pTy plates to each face of truss and position as shown above and on the Joinf"Details, unless noted otherwise. (2efer to 60A-Z far standard plate positions. a division of iPi 1,Or Torn acceptance any structure failure to build the g or cover page rn. The suitability, sack Job Number: 136DCS133 PIy:,1, SEQN: 676026 / T56 / VAL 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: V3 Wgt: 28.0 Ibs .. / ... 10/13/17 3'10" i 7'8" 3'10" 3'10" 12 lll4Xg(R) g A 1112X4 B T 3X4(D1) C . gy E 1112X4 D 1112X4 7,8„ 3'8" 4' 3,8" 7'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# LOG R / U / Rw / Rh / RL / W G. 74 / 45 141 /- / 12 192.0 TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): -0.012 D 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.018 D 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.005 D - - E Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL):-0.007 D - - Bearing E is a rigid surface. Code / Misc Criteria NCBCLL: 10.00 Mean Height: 22.04 ft TCDL: 4-2 psf Creep Factor: 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.221 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.120 Chords Tens.Comp. Chords Tens. Camp. A - B 9 -7 B - C 12 - 57 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.114 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 16.01.01B.0614.20 Wind Duration: 1.60 WAVE Chords Tens.Comp. Chords Tens. Comp. Lumber E-D 6 -8 D-C 24 -39 Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Maximum Web Forces Per Ply (lbs) Bot chord 2x4 SP 91 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 SP #3 Lumber value set "1313" uses design values A - E 178 -109 D - B 303 -178 approved 1/30/2013 by ALSC Wind # 4 Oslo Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. aySEMAL 46 1 4001 5A38FF5138180887F4800992E85FB W5 itam'tm bccn atsdmsatsaf§/s& Ead aw5aaaladray tda lrmrtb'a ?F. M. tic.=rulzf amt z&ta shown abcon %rung a 5iwl xdtfen6ca3 coda_ mud tcqhm afttxsdnccr^xota votcxaa dmA i4aadmdsambd and the mmt$mv,Afkdan amydedwr'k Imz "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherw!se,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 610, as applicable. Apply plates 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 BuildinpgComponents 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 protesslonaT engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is pro responsibility of the Building Designer per ANSI/TP11 Sec.2. For more information see this iob's general notes page and these web sites: ALPINE: www.al ineftw.com; TPI: www. into ; SBCA www.sbcindu .com; [CC: wwmicesafe.o Job Number: 136DCS133 Ply: 1 SEQN: 746866 / T37 / VAL 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB t{ayden-2601 "D" OL O Qty: 1 FROM: GM DRW: Truss Label: V4 I Wgt: 25.2 lbs / ... 10/13/17 1.8"8 5'8" 1'8"8 13'11"8 12 6 B=4X4 i 1112X4 A N N=3X4(D1) 1 1 i {' E 1112X4 D 1112X4 f 5.8" i 1'8"8 1 3'11"8 0 18"8 15 8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W E• 74 / 29 / 37 / - / 10 / 68.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.020 D 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.023 D 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.008 D - - E Min Brg Width Req = - Des Ld: 37.00 EXP. C Mean Height: 23.07 ft HORZ(TL): 0.009 D - - Bearing E is a rigid surface. NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Cree Factor: 1.5 p Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.183 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: hl2 to h TPI Std: 2007 Max BC CSI: 0.130 Chords Tens.Comp. Chords Tens. Comp. A - B 51 -18 B - C 51 -41 Spacing: 24.0 " C&C Dist a: 3.00 it I Rep Factors Used: Yes Max Web CSI: 0.059 Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 I Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 16.01.01.0402.19 Wind Duration: 1.60 WAVE Chords Tens.Comp. Chords Tens. Comp. Lumber E- D 4 -3 D- C 4 -3 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 SP #3 Lumber value set "l3B" uses design values A - E 95 -46 B - D 198 -137 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes ENI 0 ", ;� s See DWG VAL160101014 for valley details.No. 047102 I .: N. STATr- SEtL 40 01 5A 38 FF 5B 81130 8B 7F 481O992E95FB ' U&ltcmUnbmn ek € g rad=W walad by FJS¢ tl martinw, PE (M. tiie.r47Fa21 or- The &Wshow& A&M Wng a S#Wl semdca.exx3e. ?T9ated cwaofthis d•r•z"^^^,,•m not caul&iad `stnadwd waled and 6.c srra�a nmt ba—df dcawfdmtiar* rm&las: "`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating h indlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building toF to these functions. Installers Componen� Safety Information, by TPI ana'SBCA) saety practices prior performing shall provide temporary bracing per BCSL Unless noted dtherwise,top chord, shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise, fZefer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Buildin�!L�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the this truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on drawing or cover page. _ listing this drawing indicates acceptance of pro essi ma engineering responsibility solely for the design shown. The suitability and use of this thawing for any structure !s the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'ob's general notes pa_qe and these web sites: ALPINE: www.ai ineitw.com; TPI: www. inst.o ; SBCA: www.sbandu .mm; ICC: www.iccsafe.o Job Number: 136DCS133 Ply: 1 I SEQN: 746867 / T38 / VAL 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qt5e'i FROM: GM DRW: Truss Label: V5 Wgt: 16.8 Ibs .. / ... 10/13/17 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 " 118118 3'8" 118.18 1111,18 12 6 B=3X4 3X4(D1C 3X�(D1) 1_12 _@M �- 3r8" _I Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 23.57 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "138" uses design values - approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Sid: 2007 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE 0 3,8" 31811 Defi/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): -0.005 999 240 VERT(fL): 0.006 999 180 HORZ(LL): 0.002 - - HORZ(TL):-0.002 - Creep Factor. 1.5 Max TC CSI: 0.058 Max BC CSI: 0.060 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 15.01.01.0402.19 40 01 5A 38 FF 58 81 ED 887F48 00 99.2E 85 FS ThU Item hmbec"eka s edaa2d; Iadtr;tAa AMarkinw, tie.�i8EH2(cn ltta da.Rc stwwrt aP.u^.�ng a5N�3 eri�sazrs9r. s�r�tadc aasaie# sdoccx«xts ara not crsuidmmd Ap,.d=d:s W Saab tf'C .*JS�vT aukhant a euazade must 6a ao-edit {m=Vdectm h_, my"te1.. ♦ Maximum Reactions (Ibs), or *=PLF Loc R / U / Rw / Rh / RL/ W A* 71 /23 /31 /- /7 /44.0 Wind reactions based on MWFRS A Min Brg Width Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 192 -144 B-C 189 -141 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 136 -145 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and'SBCA) to'r safety practices prior to performing these functions. Installers shall provide temporarryv BCSI._ finless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly �id ceilmg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, l e. Appiv plates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. (2efer to a division of ,iri i,orrorn acceptance any structure lis drawin any failure to build the on this drawing or cover pa e to design shown. The suitability C 11 Job Number: 136DCS133 i Ply: 1 SEQN: 746868 ! T21 / EJAC 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 28 FROM: AH DRW: Truss Label: EJ7 I Wgt: 23.8 Ibs .. / ... 10/13/17 T ) P � 0 7' 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeftfCSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL ! W B 336 1155 / 257 / - / 211 15.5 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 126 / 102 ! - 1- 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.022 D - - C 171 / 169 / 85 / - 1- / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.031 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 20.00 ft TCDL: 4.2 psf Creep Factor. 1.5 B Min Br g Width Req = 1.5 Soffit: 2.00 BCDL: 5.psf i Bldg Code: FBC 2014 RES Max TC CSI: 0.533 D Min Big Width Req = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.368 C Min Brg Width Req = is Bearing B s a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 4.50 it FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) 0.18 Plate Type(s):n: Tens.Comp. Chords Tens. Comp. VIEW Ver: 15.01.01.0402.19 Wind Duration: 1.60 WAVE 1Chords Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC A Wind Member design based on both MWFRS and C&C. +� 1 STAR E , 40015A38FF56`tff.1 aStitt.t87F4800 99 2ES5`FB 'ri9S3ItCt3tR'SS if CB4iL'LiY'wn....-.�.gy.C�mid ^,d°.aalad by FAmn-OWlaw, ?£tEL.trc.C3rZS2{cn tzlmd�s3c 5har�naGs�a�ngasN�r. a�-di et;t�tX�sa €r is. Printed ffiittssd+rauvat=Vol cmtd ds4"eaaa4m6d and mawydectmniz c=iut. A-B 27 0 B-C 77 -160 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 ""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS > reqquire extreme care in fabricating, handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nenf Safety Information, byy TPI anr7'SBCA) fo'r safety practices prior to pertorming these functions. Installers shall provide temposrrYy �er BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly nq d ceipp Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, 67 or 610, cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherv✓ise. (2efer to Is 160A-Z for standard plate positions. a division of ITW Buildin�tL�Components Group Inc. shall not be responsible for any deviation from this drawing� any failure to build the conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawmg or cover page. _ this drawing indicates acceptance of professronat engineering responsibility solely for the design shown. The suitability ce of this yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS133 Ply: 1 SEQN: 676030 / T5 / EJAC 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty` 2 FROM: JAH DRW. Truss Label: EJ2 I Wgt:11.2 Ibs .. / ... 10/13/17 V 0 12 6 2X4(A1) u 21 r 2' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Den/CSI Criteria TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - Des Ld: 37.00 EXP: C HORZ(TL): 0.001 D - - Code / Misc Criteria NCBCLL: 10.00 Mean Height: 18.76 ft Creep Factor. 1.5 TCDL: 4.psf Soffit: 2.00 BCDL: 5.0 psf g Bld Code: FBC 2014 RES Max TC CSI: 0.099 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to It TPI Std: 2007 Max BC CSI: 0.023 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 16.01.01B.0614.20 Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. STATE OF 40 015A3E FF 5B 818013137F4$ 00 99 2E &5 FB it;It itctnbin bam elssd�ncdaea!"'led eay htacszn9 taartticzR E(FL,trs.p�9.:;%(aa`�,ardsffihcw�ta4Krrs�trioga5s.a i9+5C+r1'twu5 fctJe. Prtatnd cra�}ezc�it}sts d���:�rxnat c�xEc�sd s seaizd theS+. 11'Ahvfit42e.d^R"eMs tbmvZdf&dmact d"Imrk sew m T T 11 ♦ Maximum Reactions (Ibs) LOG R /U /Rw /Rh /RL /W B 163 / 68 / 144 1- / 63 15.5 D 32 /6 /30 /- /- /1.5 C 33 /28 /10 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 15 -40 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, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byY TPI an7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly �id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or 610, e._ Apply plates to each face_ of truss and position as shown above and on the Join Details, unless noted otherwise: (2efer to a division of any its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability rPl 1 Sec.2. Job Number: 136DCS133 I Ply: 1 SEQN: 676032 / T59 / EJAC 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB yayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: EJ2A I Wgt 11.2 Ibs / ... 10/13/17 12 C 6 � T 2X4(A1) B v LO 4 3 I r' -�- Ai y I D l 1r21 2- Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi1CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE Y-10 { Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W B 163 168 / 144 /- / 63 / 5.5 TCDL: 7.00 Speed: 160 mph PE NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 32 / 6 / 30 1- ! - / 1.5 BCDL: 10.00 Risk Category: II I Snow Duration: NA HORZ(LL): 0.000 D - - C 33 / 28 110 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.001 D - - Wind reactions based on MWFRS Code / Mist:Criteria NCBCLL: 10.00 Mean Height: 18.76 ft ! Creep Factor. 1.5 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 p sf j Bldg Code: FBC 2014 RES Max TC CSI: 0.099 D Min 9 Width Req = - Bi Load Duration: 1.25 MWFRS Parallel Dist: h/2�to h TPI Std: 2007 Max BC CSI: 0.023 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft I Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 1 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 16.01.01B.0614.20 Wind Duration: 1.60 1 WAVE Lumber Value Set: 13B (Effective 6/112013) I Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values q approved 1/30/2013 by ALSC Wind p Member design based on both MWFRS and CBC. I 4001SA38ff1`5381108B7F4800992E85FB blslx itamivza Aceat alactras3c'tgAs tad a0wafedby Var4d Martinez, A-B 27 0 B-C 15 -40 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 ,l ?�,(Fl.t&sal..tHPtar�a'xaaenhaaarxabavms�sing;asii&3 av�sentintt3caara�in. 2r�t¢d c�iwsrsrtt� da�acrxma sit cxaa3dmad st�nr� au3� ;salad areoE thc�,A>3,sx.4trentkatls�c�a nest:ba:er.�tltss4.enaae�dectrank cta«iat. `*WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT•" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins fled per BCSI sections B3, B7 or 10, 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. trTine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover pe listing this drawing,indicates acceptance of ppro essiona engineering responsibility solely for the design shown. The su" bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSl1TPI 1 Sec.2. F—mnra information con thic i.Ne neneml notes nave and these weh %des, ALPINE' unxv_alnineitw_mm, TPI, www_ rrinst.om: SBCA: wwwsbc1ndustrv.mm: ]CC: www1c safe.om Job Number: 136DCS133 Ply: 1. SEQN: 676095 / T18 / JACK 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O City: 5 FROM: AH DRW: Truss Label: BJ5 I Wgt: 16.8 Ibs .. / ... 10/13/17 C 12 6 M O � N B Eh 2X4(A1) A D Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 19.50 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 61112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 5' 5' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.007 D - HORZ(TL): 0.010 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.329 TPI Std: 2007 Max BC CSI: 0.182 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): - VIEW Ver: 16.01.01B.0614.20 WAVE r 6 'A 40 015A SB FF 56 8180 BB 7F -00 99 2E 85 Fl3 *,U item wdS aladbyt.€w=i Lftrnies, nMUi 94i192.(on tAad Aawa aba=Wag a SKA.Y endcacada. wod copm cifthkdma:7mrat not ci t ed d=d:eabd Mad tisa. .A au2tient sat ac�feinst,i:isa�rmfibd CA wfdodfank cmjas.. ♦ Maximum Reactions (Ibs) LOG R /U /Rw /Rh /RL I B 263 1123 1208 /- / 155 / 5.5 D 90 117 170 /- /- /1.5 C 119 /115 /58 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 53 -126 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [Safety Information, bVy TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryY BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a 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 JoinCDetails, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of iri l,or Torr acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability rP11 Sec.2. 1 Y t i Job Number: 136DCS133 I Ply: 1 SEQN: 676083 / T11 / JACK 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: BJSL Wgt: 18.2 Ibs / _.. 10/13/17 I C 12 0 N LO 1=2X4(A1) B T tl y D A I 5t 5' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefilCSI 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 r Pf: NA Ce: NA VERT(LL): NA B 337 1181 / 297 / - / 179 ! 5.5 BCLL: 0_00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 87 110 / 75 / - / - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.005 D - - C 109 / 105 / 45 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.008 D - - Wind reactions based on MWFRS Mean Height: 19.25 ft Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 NCBCLL: 10.00 P Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.419 D Min Brg Width Req = - BCDL: 5.0 psf C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 -Max BC CSI: 0.172 Spacing: 24.0 C&C Dist a: 3.00 ft � Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. " 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: 16.01.01B.0614.20 Lumber A- B 52 0 B- C 49 -122 Value Set: 13B (Effective 6/112013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Bot chord 2x4 SP #1 I Lumber value set "1313" uses design values B - D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. .. STATE OF 0 e�rew "o lit W SERA i 40013A38FF55UB6'6B7F4BD09995FB rkL 1tamRastcenekztma�r�js€�nad sw9 �tafcd b5' SAas�9 t�arttrtzs, ftb j �(rt..uc.es�sHzj�tae��¢staxaaatu�ngasxaa i ter�t?tatilra¢c�e. tedrr gar¢f iacu wAzu votam"uvdopadm%f=lad � arad 2ls��sa.�dentkataccsla ms�C ffia aer0f?edQis�ardcctimnir ra&lut i { to "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 Componen Safety Information, byy TPI an SBCA);f0 safety practices prior to performing these functions. Installers shall provide temposrrYY bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathinc] and bottom chord shall have a propperly attached rigid ceiling Locatiens shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections,63, 67 or B10, as applicable. Apply plater 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 Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI�i PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, I this drawing indicates acceptance of proless..na engineering for solely for the design shown. The suitability and use of this glowing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this ob's general notes page and these web sites: ALPINE: www.al ineitmoom; TPI: www. into • SBCA www.sbcindu .com; IM www.iccsafe.org Job Number: 136DCS133 Ply: 1 SEQN: 676097 / T191 JACK 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 5 FROM: AH DRW. Truss Label: BJ3 Wgt: 12.6 Ibs .. / ... 10/13/17 4P 1' 3' 3' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 19.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to hit Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 113012013 by ALSC Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.003 D - - HORZ(TL):-0.003 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.183 TPI Std: 2007 Max BC CSI: . 0.075 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): - WAVE VIEW Ver: 16.01.01B.0614.20 No. 047.02 40 015A38 FF 5B 81 B0 BB 7F48 00 99 2E 85 FB s&izltcr'siwat eas elxztcr:exkcaaigz nod an92eafmdbp mareAw tAarN7�ca;. n (n. t9c.ez7:Hx(ess the daS2nAnv�a aba;am az.�g a5 .ins. . aL�iEC�t�G7tiCSa�@. noted ccptK 3tfka davrscxstara nat ddqnasdWA=6d aidtz---Wl aaArtantxa eascedeM t t'AWdfW:oisaeys"ucak gins. 1 A Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 193 /95 /162 /- /101 /5.5 D 51 /8 /42 /- (- /1.5 C 64 /62 /28 /- /- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -110 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anr7'SBCA) F safety practices prior to performing these functions. Installers shall provide temporarryY r BCSL Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, e._ Apply plates to each face. of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to a division of rIPi 1,ortor h acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability IJob Number: 136DCS133 i Ply: 1 SEQN: 6760811 T54/ JACK 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: BJ3L j Wgt 14.0 Ibs I I / ... 10/13/17 T n a 3' 2' 3' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed P BCDL: 10.00 Risk Category: II P EXP: C Des Ld: 37.00 Mean Height: 16.75 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any i GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "138" uses design values approved 1/30/2013 byALSC Wind Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W PY. NA Ce: NA VERT(LL): NA B 281 / 164 / 269 /- 1125 / 5.5 Lu: NA Cs: NA VERT(TL): NA D 48 / 19 / 54 / - / - / 1.5 Snow Duration: NA HORZ(LL): 0.006 D - C 45 / 45 123 / - / - / 1.5 HORZ(TL): 0.007 D - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.719 D Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0.158 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 16.01.01B.0614.20 A-B 52 0 B-C 20 -94 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 Member design based on both MWFRS and C&Cp P I 0 SERIALlk' 4 40015A38rF5381BOBB7F4900492E95FB lX:lcttamh�abatnmlazt tadaad sraJcd try tAa�su¢9 Martp,aa, 9 aE�Ft..ttc:c433E�lcnt?isdai¢atr�w,xaCa�us�$aSNAi a�:thencta4�scsc.�e. d?5bted cwtuafd& dompmat a am ncr d%Apudand mabd V and these+ii8,3w%antkiika=da mwttm;atdf'bd vn nydedmnk "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a 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. Apptq plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. I Alpine, a division of ITW Buildin!�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlia, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of ppro essionat engineering responsibility solely for the design shown. The su' bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. Fnr mnra infrnmafinn —a this inhk neneral nntas nane and theses web sites- AI_P WP www_alofneitw coin- TPL' www.tninst.omc SBCk www.sbcindustrv.mm- ICC: www1cesafe.om Job Number: 136DCS133 I Ply. 1 I SEQN: 6760991 T20 / JACK ' I 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 8 FROM: AH DRW: Truss Label: BJ1 Wgt:11.2 Ibs / .. 10/13/17 Loading Criteria (psQ Wind Criteria TOLL: 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: 18.50 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 12 6 2X4(A1) B A C eM O L0 co D 1' 1' 1r Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.000 D - HORZ(TL): 0.001 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.171 TPI Std: 2007 Max BC CSI: 0.016 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.01B.0614.20 40015A38FF5B81BOBB7F4900992E85FB %titem knba tadby> i:lmzrtlna, >£ .UCX47101cnthechatsft W4al. trtnga5H#.i a3.ereatkaaew e'�x&stadxe iasa#xtvs derr:ssas..tarm nutex tx? mud dgnadarA=led ; Ease 5i.w:�o.i S3,endeaaaesaBodem�eba aradr3eii cars gdatmrk caylaz. ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 150 / 87 1146 /- / 49 15.5 D 11 /11 /19 /- /- 11.5 C -14 /29 /27 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '""IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [Safety, Information, byp TPI and 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 ,idceiling. Locations shown for permanent lateral restraint of webs shall have bracing insfialled per BCSI sections B3, B7 or 10, e. Apply plates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to a division of any structure is its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability I Job Number: 136DCS133 I Ply: 1 SEQN: 676101 / T271 HIP_ 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hl ayden-2601 "D" OL O Qty: 3 FROM: AH DRW: Truss Label: CJ7 I Wgt: -9.0 Ibs .. / ... 10/13/17 67 9'10"1 I 6,3" 37" I D T ,3 Loading Criteria (psf) Wind Criteria j TCLL: 20.00 Wind Std: ASCE 7-10 i TCDL: 7.00 Speed: 160 mph e BCLL: 0.00 Enclosure: Closed yy BCDL: 10.00 Risk Category: II i EXP: C Des Ld: 37.00 Des Ld:: 37.0 Mean Height: 19.99 ft TCDL: 4.2 psf B Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It I Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no Wind Wind loads and reactions based on MWFRS. —IMPORTANT'" FURNISH THIS D i revqire extreme care in fabricating, hani nen[ Safety Information, by TPI and SEC, per BCSI. Unless noted o�herwise,top ct d riggid ceiling Locations shown for perm GaRec. Apply plates to each face of trust Is 160A-Z for standard plate positions. a division of ITW Buildingq�Components E conformance with ANSI PI 1, or for hai this drawing, indicates acceptance o1 ce of this thawing for any structure !! Information see this !ob's general notes page and ti 0 I Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): 0.014 G 999 240 B 326 1199 / - 1- 1- 17.0 Lu: NA Cs: NA VERT(TL): 0.032 G 999 180 E 410 / 176 / - / 0 / 0 / 1.5 Snow Duration: NA HORZ(LL): 0.004 F - - D 168 / 163 1- /- l- / 1.5 HORZ(TL): 0.009 F - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.316 E Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0.308 D Min Brg Width Req = - Rep Factors Used: No Max Web CSI: 0.247 Bearing B is a rigid surface. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 16.01.018.0614.20 A-B 9 -8 C-D 72 -74 B - C 382 - 638 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-G 578 -337 F-E 0 0 G - F 570 - 339 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G- C 181 0 C- F 406 -684 40 01 5A38 FF 55 8180 BB 7F49 00 99 2E 95 FS a3*Inimhaalire„clee n ' gz gnaa-wd waiadbg ma%44kortu E (fit.. tts.vaa:azt aat7.c asc shawn'ahtsvn wa'taga sKr l ,anticatasss3e, trd e��a# d�cm.t armnmtesanii'�ad st�n��zrs� vcalar4 ua! thin_mAd2 as48scni aSs^vcv4a raptto uerift�l pta e$ettmnic CIMU . LOW ALL NOTES ON THIS DRAWING! TO ALL CONTRACTORS INCLUDING THE INSTALLERS ping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building ty practices prior to performing these functions. Installers shall provide temporary have properly attached structural sheathing and bottom chord shall have a propperly oral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ition as shown above and on the Joint -Details, unless noted otherwise. (2efer to shall not be responsible for any deviation from this drawing,any failure to build the Aping, installation and bracing of trusses.A seal on this drawing or cover pa e .onal engineering responsibility solely_for the design shown. The suitability Job Number: 136DCS133 Ply; 1 SEQN: 676105 /T53 / HIP_ 'I 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: CJ2 Wgt: 12.6 Ibs .. / ... 10113/17 12 C 4.24 LO 2X4(A1) B c� 00 A J D 2'9"3 1'5" 2'9" 3 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# LOG R / U / Rw / Rh / RL / W B 82 159 /- /- /- / 7.0 TCDL: 7.00 Speed: 160 mph Pf, NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 5 / - / 8 / - / - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.000 D - - C 17 / 16 /- / - / - / 1.5 Des Ld: 37.00 EXP: CMean HORZ(TL):-0.000 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 0.00 Height: 18.74 ft g Cree Factor: 1.5 P B Min Brg Width Req = 1.5 Soffit 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.084 D Min Br Width Re g q = - Load Duration: 1.25 MWFRS Parallel Dist: D to h12 TPI Std: 2007 Max BC CSI: 0.013 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it Re Factors Used: No Max Web CSI: 0.000 Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 16.01.01B.0614.20 Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 1-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. No 1 02 cSUTE OF 40 015A 38 FF5081 B0'BB 7F48 00 99 2€ S5 F8 sffiik it¢rtifus iaccsa ctntitett3sa sjgned and9 zakd by War4Marthn, i {FS., tk.G�.TE92t ao fhc shown abxm WAS aSH4�a as.R2i ant`irazfcan uzzdm 3z�mmder.�t scrti si rmamataesmotceasx ad ncm =lad and UawMr dcnacrdcztmr& carAm. A-B 14 -11 B-C 8 -8 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp_ B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI an7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly d�id ceiling. Locations shown for permanent lateral restraint of webs shalt have bracing installed per BCSI sections B3, B7 or p10, 'le._ Apply plates to each face_ of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to a division of any its drawing,any failure to build the on this drawing or cover page to design shown. The suitability rP11 Sec.2. In 1 I EQN_'51 1 T24 / COMN s0Wgt 392s AH I D4EHB Hayden-2601 "DOL OW /DR Horton 14EH6 iayden-2601 "D" OL O FROM. JRW1! 10/13/17 I 5'2" 10'4" 5'2" 5'2" 12 C=4X6 T co CV 9 III cnw Al 10, Loading Criteria (psf) Wind Criteria I TCLL: 20.00 Wind Std: ASCE 7-10 I TCDL: 7.00 Speed: 160 mph I BCLL: 0.00 Enclosure: Closed P BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft I NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0lo h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft i Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #1 I Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values I approved 1/30/2013 by ALSC i Wind d Member design based on both MWFRS and C&C. Left and right cantilevers are exposed to wind Left bottom chord exposed to wind. I I I� 1 f A I I A j i 57 5'2" 1 5'2" 10'4" Snow Criteria (Pg,Pf in PSF) Defi1CSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.026 F 999 240 B 445 / 279 / 421 / - / 81 14.0 Lu: NA Cs: NA VERT(TL): -0.029 F 999 180 D 445 / 238 1252 / - / - 14.0 Snow Duration: NA HORZ(LL): -0.00B F - - Wind reactions based on MWFRS HORZ(TL): 0.009 F - - B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 D Min Big Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.391 Bearings B & D are a rigid surface. TPI Std: 2007 Max BC CSI: 0.235 Rep Factors Used: Yes Max Web CSI: 0.089 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 19 0 C - D 1178 -658 WAVE I VIEW Ver: 16.02.01 D.0314.13 B - C 1208 -658 D - E 19 0 1No 047102. a< a� 40015A38 FF5B8190B07F-4800992E85FB �,�ita���� +isd'scaiadYryr�fa�aaeiMar36F�, Maximum Bot Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. B - F 592 -100D F - D 592 -1000 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 300 - 273 I (FE.uc.047Haten the do& awwaabra" WAS a SMi p =thentimummde. n tedxr rmfcfds--.-•ara natcmildraad naa.°sn9 sealed an6 ammyeledm&-_ i caolm i "WARNING— READIAND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requ!re extreme care in fabricating, handlinq shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) fo'r safety practices ptior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted IT 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 bracingg insTalled per BCSI sections 83, B7 or 610, as applicable. Appfy 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 for any deviation from this drawin any failure to build the truss in conformance with ANSI TPI 1, or for handlia shipping, installation and bracing of trusses.A seal on this d9rawing or cover pa e. _ listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this "awing for any structure is a responsibility of the uiiding Designer per ANSIITPI I Sec.2. Job Number: 136DCS133 Ply: 1 SEQN: 688765 / T28 ! HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty. 1 FROM: JP H DRW: Truss Label: L02 Wgt: 49.0 Ibs / ... 10/13/17 3' 7'4" 10'4" f 3' 4'4" 3' Loading Criteria (psf) TOLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 12 4 p fI =4X4 n III ZA-+ = JA4 10, 1, 3'1"12 1 3'10"12 3'3"8 3'1"12 1TOT 10'4" 1' Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading #1 hip supports 3-0-0 jacks with no webs. Left side jacks have 3-M setback with 0-2-0 cant and 1-0-0 overhang. End jacks have 3-0-0 setback with 0-2-0 cant and 1-0-0 overhang. Right side jacks have 3-0-0 setback with 0-2-0 cant and 1-0-0 overhang. Wind Wind loads and reactions based on MWFRS. Left and right cantilevers are exposed to wind Left bottom chord exposed to wind. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N! Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: No FT/RT:20(0)/'10(0) Plate Type(s): WAVE 0 Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL VERT(LL): 0.026 G 999 240 B 568 / 278- VERT(TL): 0.058 G 999 180 E 568 1278- HORZ(LL): 0.008 G - - Wind reactions based on MWFRS HORZ(TL): 0.018 G - - B Min Brg Width Req = 1.5 Creep Factor. 1.5 E Min Brig Width Req = 1.5 Max TC CSI: 0.241 Bearings B & E are a rigid surface. Max BC CSI: 0.260 I 14.0 14.0 Max Web CSI: 0.059 Maximum Top Chord Forces Per Ply (Ibs) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ A-B 19 -14 D-E 510 -1120 VIEW Ver: 16.02.01D.0314.13 IB-C 509-1128 E-F 19 -14 C - D 468 -1088 4001E`€38FF5B81BtuBB7F4&00992ES5FB This wSsalad byr wwa marftft"' PE(FL. Ltc.C48F3°�:}an2'tr�daYe lases"abeamr 1aga5€fA»d a Aantk29"Cod& f�amtadcuparsnrtif3sti�.=*�eaatcaa�sP�radseS�ndsealad assE Eire S'!f�rkaut3acnika2iea6cLre tgsrstkc-r�tlt'�^3 rs�smyd�trara� Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1052 -470 G - E 1046 -471 H - G 1074 - 469 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. C-H 151 0 G-D 156 0 C-G 15 0 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! `*IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, bV TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryY BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e._ AppQy plates t. each face_ of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to a division of any structure is its drawing,any failure to build the on this drawing or cover page re design shown. The suitability Job Number: 136DCS133 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Truss Label: EJ3L Ply: 1 SEQN: 688763 / T31 / EJAC "D" OL O Qty: 4 FROM: JAH DRW: Wgt:12.6Ibs .. / ... 10/13117 12 4 C I I p t 1, 3' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 I TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed I BCDL: 10.00 Risk Category: II EXPDes Ld: 37.00 Mean C Mean Height: 15.00 it I NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It I Loc. from endwall: Any GCpi: 0.18 9 Wind Duration: 1.60 Lumber I Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 I Lumber value set "l36" uses design values I approved 1/30/2013 byALSC Wind I Member design based on both MWFRS and C&C. Left cantilever is exposed to wind Left bottom chord exposed to wind. "WARNING— READ AND F( ""'IMPORTANT"" FURNISH THIS a division of Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.002 D - HORZ(TL):-0.002 D - Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.176 TPI Std: 2007 Max BC CSI: 0.069 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.02.01D.0314.13 40 01 5A38 FF 50 81 B0 BB 7f 48 00 99 2E 85 FB PE(R, tie.C&73Hxj arte3�� d3ac shJeen�6msm+r��ng asNA-i asndsentkav-:za9r. t�3ntmd cr�ims�ithis drsca�st x� notc�n3dc�si1 rs�#�d 5s�iad �€ the si+..�ixe�entrocaS:2�cr�c mar flaars7fA�.f est amydectmnk to T M r 11 11 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 192 / 124 1192 1- / 57 / 4.0 D 49 /33 /68 /- !- 11.5 C 61 /40 131 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 B-C 19 -61 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 LOW ALL NOTES ON THIS DRAWING! TO ALL CONTRACTORS INCLUDING THE INSTALLERS ping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building ty practices prior to performing these functions. Installers shall provide temporarryy have properly attached structural sheathing and bottom chord shall have a properly ral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, tion as shown above and on the Joint Details, unless noted otherwise. (tefer to its drawin any failure to build the on this drawing or cover pane re design shown. The suitability any i Job Number: 136DCS133 Ply: 1 SEQN: 6887611 T30 / JACK 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: A FROM: JP H DRW: Truss Label: BJ1L Wgt:11.2lbs .. / ... 10113/17 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: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C Left cantilever is exposed to wind Left bottom chord exposed to wind. 12 4 F_� 2X4(A1) B A 1' 1� 1r Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): NA B 140 / 121 / 155 / - / 31 / 4.0 Lu: NA Cs: NA VERT(TL): NA D 11 / 0 16 / - ! - / 1.5 Snow Duration: NA HORZ(LL): 0.000 D - - C 0 / 22 123 1- l - 11.5 HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 1.5 B Min Big Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.179 D Min Brg WidthReq = - TPI Std: 2007 Max BC CSI: 0.019 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 16.02.01D.0314.13 A-B 17 0 B-C 22 -8 M No 04702 :. STATE OF 40 015A38 FF 56 81 BO 887F 48 00 99 2E 95 FB Mu lternl'= been =2 ualadby m%wd Kortimu, PE€a. ttc.ffiaisris.l on the A°aL^siwsana aginga SHA,1 aa�ih attitkatew elm. Mated cepindt#ds signedmnd:naiad grid tfr_SKA.-1 asfi-ttcaiseas lade rmttm vadfiadtes amydechmrds COV1.1:. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, bVy TPI andSBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 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 i60A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 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 a responsibility of the Building Designer per ANSIfTPI 1 Sec.2. For more information see this iob's neneml notes nane and these wah sife_s• AI PIN? www alninMt v m TPI• w tninet nm- BRr.A- sinew ehrinAu fn rrv,r ICc- .w",.. v­mo ter.. 14EHB Label:de - 301 "D" OL OW /DR Horton /4EH6 l ayden-2601 "D" OL O I � 15.4 Ibs I FROM: JAH 59 / T57 /HIP_ I DRTrussW; 10/13/17 I V 2.8312 e a 2X4(A1)B 3'E 5 A o C TTN D d �tt{ I tl 9 I 4'2"3 I 4'2"3 Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph 4 BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: It 9 ry- � EXP: C Des Ld: 37.00 Mean Height: 15.00 it I NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf tl Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 I Wind Duration: 1.60 Lumber Value Set: 13B (Effective 61112013) d Top chord 2x4 SP #1 d Bot chord 2x4 SP #1 Lumber value set "136" uses design values q approved 1/30/2013 by ALSC d Loading The following trusses need concentrated loads at the end of their overhangs: 0-0-0 span/setback member on the 0-1-8 cant side requires 17 Ibs and the 0-0-0 spantsetback member on the 0-1-8 cant side requires 17 lbs. Sub -fascia beam assumptions: 1-0-0 sub -fascia beam on the 0-1-8 cantilever side. 1-0-0 sub -fascia beam on the 0-1-8 cantilever side. , Hipjack supports 2-11-8 setback jacks with 04-8 cantilever one face; 0-1-8 cantilever opposite face. Wind Wind loads and reactions based on MWFRS. Q i Left cantilever is exposed to wind I Left bottom chord exposed to wind. I w ! tl i q d i I *"IMPORTANT" FURNISH THIS > reqquire extreme care in fabricating, ha nenf Safety Information, by TPI anc�'SB1 per BCSI. Unless noted olherwlse,top V c1 rigpid ceiling Locations shown for pen icaMe. Apply plates to each face. of tru Is 160A-Z for standard plate positions. a division of ITW Buildingg Components conformance with ANSI/TPI 1, or for h this drawing indicates acceptance i ae of this thawing for any structure, information see this !ob's general notes page and I r Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefi U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.000 D - - HORZ(TL): 0.000 D - - Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.135 TPI Std: 2007 Max BC CSI: 0.026 Rep Factors Used: No Max Web CSI: 0.000 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.02.01D.0314.13 40 015A38 FF 50 81B0'BB 7F48 CO 99 2E 95 FB r14a item9wst eroe .. s3�ned x9 scaledtiyb :d martW4 ?�: C�.. tt,:.HR7iH3.Sun <tiffic�a� shown ai;mma eas�g� saki-s 'ftb aaxtlsamttCa�xla, Wd tapiaaftfi&dWM=W.AWsnotCWAff=ldsf MAdscaled gad tiuc,SiAdi entaaA gcctda must-bz zdf7¢d ons'ayddamir =Vas. LOW ALL NOTES ON THIS DRAWING! TO ALL CONTRACTORS INCLUDING THE INSTALLERS ,Dina, installing and bracing. Refer to and follow the latest r as on ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL I B 127 /78 /- 1- 1- 15.7 D 20 1- /10 1- !- /1.5 C 51 139 /- /- /- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens_ Comp. A-B 14 -9 B-C 12 -10 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 of failure to build the g or cover page in. The suitability Job Number: 136DCS133 Ply: 1 SEQN: 6819851 T25 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: `1 FROM: DJH DRW: Truss Label: FT7 Wgt 109.2 Ibs Page 1 of 2 .. / ... 10/13/17 " 1,4„ -� (TYP) =2X4(R) A B C D E F G H I W=3X4 W=3X4 J K L M N O P 2X4(R) QR 19'11"8 ol 19,11"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in for, Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph PY. NA Ce: NA VERT(LL): 0.000 P 999 360 T. 109 /_ /- /- /- / 239 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.000 P 999 240 AK Min Brg Width Req = - BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.000 R - - Bearing AK is a rigid surface. Des Ld: 55.00 EXP: NA Mean Height: NA It Code 0.001 R - - NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs) TCDL: NA psf BldgCode: FBC 2014 RES Max TC CSI: 0.077 Chords Tens.Comp. Chords Tens. Comp. Soffit: 0.00 BCDL: NA psf p' Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2007 Max BC CSI: 0.018 A - B 1 0 J - K 1 0 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.032 B - C 1 0 K - L 1 0 Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: C - D 1 0 L - M 1 0 I: NA GCpi: NA Plate Type(s): D- E 1 0 M- N 1 0 Wind Duration: NA WAVE VIEW Ver: 16.01.018.0614.19 E- F 1 0 N- O 1 0 Lumber F- G 1 0 O- P 1 0 G-H 1 0 P-Q 1 0 Value Set: 13B (Effective 6/1/2013) H- I 1 0 Q- R 1 0 Top chord 4x2 SP #1 I - J 1 0 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "l3B" uses design values Maximum Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Camp. i AK-AJ 0 -1 AB -AA 0 -1 Bracing AJ-AI 0 -1 AA- Z 0 -1 Sheathing is required for any longitudinal(drag)� ' AI-AH 0 -1 Z- Y 0 -1 forces. All connections to be designed by the building�AH-AG 0 -1 Y - X 0 -1 designer. AG-AF 0 -1 X - W 0 -1 Fasten rated sheathing to one face of this frame. Rio, W e " AF-AE 0 -1 W - V 0 -1 AE-AD 0 1 V-U 0 -1 Plating Notes AD -AC 0 1 U- T 0 -1 iw All plates are 2X4 except as noted. * AC -AB 0 -1 Additional Notes w Maximum Web Forces Per Ply (Ibs) OF:bey. See detail STRBRIBR1014 for bracing and bridging ,a Webs Tens.Comp. Webs Tens. Comp. recommendations. 00144 0� Webs are square cut except dbl diagonals or as yy " oo 0.1. AL -AM 0 -2 R - T 0 -4 otherwise shown. .44 A -AK 0 -5 T-S 0 -7 Truss must be installed as shown with top chord up. y Maximum Gable Forces Per Ply (Ibs SEMALA Gables Tens.Comp. Gables Tens. Comp. 40 015A38 FF 5B 81 B0 BB 7F48 0O 9-q2E 85 FB B -AJ 0 -107 J -AA 0 -133 rt^ib itamHasP. ettckds� acf aadsaalad by rd�IMartt ", C-AI 0 -139 L-Z 0 -133 PE (rL. Lk. Wlwf*a Via dxsestuswaabamvdngvwtFL D-AH 0 -132 M-Y 0 -133 avthendaatr+zdc. E -AG 0 -134 N- X 0 -134 Frbt 4.Pii=&1dzdrr_ca r�t� amaw &wad edandi lad F-AF 0 -133 O-W 0 -132 =6 ttsc.s:YA.K3a en�caa€cesas�lanust ba*w 4d cn agjd�tmnk G -AE 0 -133 P - V 0 -139 lm H -AC 0 -133 Q- U 0 -107 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI an SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinccLLComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 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 forthe design shown. The suitbtlrty 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 pacte and these web sftes_ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA www.sbdndustry.com; IM www.iccsafe.orri Job Number: 136DCS133 Ply: 1 SEQN: 6819851 T25 / SY42 4EHB Hayden-2601 "D" OL OW /OR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW: Truss Label: FT1 Wgt: 109.2 Ibs Page 2 of 2 / ... 10/13/17 q I -AB 0 -133 >�eval I * x, .r TsbF I 0 RA o i GERALA 40 0138 FF5B81B68B7F4800992E85 FB *,khomhmbtm zta pz aed=0 waled byfAwwzlCdarkl=4 I �£(FL 0C.M.192!ame�cc zshawRa6 mus gasxa L p s�Wm+st�a�sa�ada. 45mecd anp�caSz9m d�xc�saazara notcx�§il s�nedaail:�abd `II mte�SP�eexiR,.iasn�tanGtSaczsjam�iL+c�rrf3ed an a�y�cctfatsia ' I c�inx: **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI and SB,CA) fo'r safety practices prior to pertorming these functions. Installers shall provide temporary bracing I�er BCSI.. Unless noted ohenvise,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 ins fled per BCSI sections B3, 1374 BiD, as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. er to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp Components Group !nc.,shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIlTPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance Bof pprofessions engineeringg responsibility solely for the design shown. The suitability and use of this gnawing for any structure !s the responsibility of the 8uildIng Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS133 Ply: 1 SEQN: 688745 / T43 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB Hayden-2601 "D" OL O Qty: 5 FROM: DJH DRW: Truss Label: FT2 Wgt: 142.8 Ibs / ... 10/13/17 gp"12 7'3"8 1 9'3"8 4 19'11"8 r 7'3"8 12' 11 10'5"12 1112X4 1112X6 =5X6=2X4(R) 2X4(R) 1112X4 1116X8(R) W=3X4 =3X4 1112X4 1112X4 T e ADA B C D E F G H I J K L M N O PQ v=2X4(R) e AE AA X W V U AC AB SZ(gY III5X6(R) ==5X8 =4X4 T S R W=3X4 � 19'11"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.379 H 616 360 AC 1084 / - 1- / - ! - / 7.5 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.593 H 393 240 R 1085 / - / - / - ! - 14.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.049 R - - AC Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.076 R - - R Min Brg Width Req = 1.3 Mean Height: NA ft Bearings AC & R are a rigid NCBCLL: 10.00 TCDL: NA psf Code ! Misc Criteria Creep Factor. 1.5 9 gid surface. Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.535 Bearing AC requires a seat plate. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.712 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.658 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): A - B 1 0 1-1 0 -4604 Wind Duration: NA WAVE VIEW Ver: 16.02.0113.0314.13 B - C 0 -1891 J - K 0 0 Lumber C- D 0 -3329 J- L 0 -4086 Value Set: 13B (Effective 6/1/2013) D - F 0 -3329 L - M 0 -3305 E-F 0 0 M-N 0 -3305 Top chord 4x2 SP #1 F - G 0 -4618 N - O 0 -1896 Bot chord 4x2 SP 91 Webs 4x2 SP #3 G- H 0 -4624 O- P 1 0 H - I 0 -4612 Lumber value set "1313" uses design values approved 1/3012013 by ALSC Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes ti Chords Tens.Comp. Chords Tens. Comp. All plates are 4X6 except as noted. 9.t, AC -AB 1059 0 W - V 4392 0 t�� x AB-Z 2708 0 V-U 0 0 Deflections 1# v011AA- Z 0 0 V- T 3809 0 Max JT VERT DEFL: LL: 0.38" DL: 0.26". See detailZ - Y 4034 0 T - S 2700 0 DEFLCAMB1014 for camber recommendations. 71 41 10. Y - X 4035 0 S - R 1061 0 - W Additional Notes X 4624 0 + 2x6 continuous strongback. See detailIr STRBRIBR1014 for bracing and bridging ,y Maximum Web Forces Per Ply (Ibs) • Webs Tens.Com Webs Tens. Comp. recommendations. '�' �' p' Webs are square cut except dbl diagonals or as ' AD-AE 0 - 3 W - J 621 -66 otherwise shown.,+ A -AC 0 -41 J- V 0 425 Truss must be installed as shown with top chord up. AC-B 0-1474 V-L 386 0 B -AB 1157 0 L- T 0 - 684 AB-C 0 -1136 M-T 0 -79 C- Z 844 0 T- N 822 0 SERAL 40015A38FF5B81808B7F+4800392E95FB D-Z 0 Z-F 0 -9559 N-S9 S-0 1161 -1110 0 Blatt 3trtr:�liaabzda cle ztnad.=J saaWby Pruaml Martinez, F-X 1381 0 O-R 0 -1477 ff (FL LIc.CSa£82) cn GAS sYas�shsastaa about Wng a 5Nw.L X-G 0 -918 P-R 0 -40 H-W 0 -326 R-Q 0 -7 trJcs�ties�ttf�d nrmnotrtsasiadsigs�a3aa�:caia4 aasC the 575.ti..<etrtiiaticxa�zde rru[ iam tif&sdtates�dectrar:£: files., "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted diherwise,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 910, as applicable. Apply plates to each face of truss and position as shown above and on theJoin Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page _ _ listing this drawing, indicates acceptance of prot°essiona engineering responsibility solely for the design shown. The suitbility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this wWs general notes page and these web sites: ALPINE: www.al ineft w.com• TPI: www.tpinst.org• SBCA www.sbcindu .com; ]CC: www.locsafe.org I A Job Number: 136DCS133 Ply: 1 SEQN: 676129 / T32 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 11 FROM: DJH DRW. Truss Label: FT3 Wgt: 98.0 Ibs / ... 10/13/17 1 T3"8 9'3"8 �I. 15111"8 7.3"8 2' 6,8" 1'3" i f7"'� 1'10"12 2'6"1 1'�"� �— 27 1'3" i =4X60 =4X4 1113X4(R) 1113X4(R) =4X4 =4X6 A o n r% C C n 1..1 1 V T y'8 =2X4(R)l it r=2X4(R) 1 38 Loading Criteria (psg TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " =4X4 d =4X6 =3X6 1113X4(R) 1113X4(R) =3X4 =4X6 =4X6 P 15'11"8 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA 1 Category: NA EXP: NA j Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft i Loc. from endwall: NA I: NA GCpi: NA 1 Wind Duration: NA 1 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP 91 I Webs 4x2 SP #3 Lumber value set "13B" uses design values I approved 1/30/2013 by ALSC I Plating Notes 1 All plates are 2X4 except as noted. 0 Hangers / Ties ; (J) Hanger Support Required, by others I; Additional Notes + 2x6 continuous strongback. See detail f STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as I otherwise shown. Truss must be installed as shown with top chord) up. I Snow Criteria (Pg,Pt in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Po: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.176 F 999 360 S 864 / _ / Lu: NA Cs: NA VERT(TL): 0.280 F 663 240 L 878 / - /- Snow Duration: NA HORZ(LL): 0.031 B - - S Min Big Width Req = 1.5 HORZ(TL): 0.051 B L Min Brg Width Req = - Code / Misc Criteria Creep Factor. 1.5 Bearing S is a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.576 Bearing S requires a seat plate. TPI Std: 2007 Max BC CSI: 0,679 / 7.5 Rep Factors Used: Yes Max Web CSI: 0.404 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ Plate Type(s): A- B 1 0 F- G 0 -2675 WAVE VIEW Ver: 16.01.018.0614.20 B - C 0 -1441 G - H 0 -2664 C- D 0 -2393 H -1 0 -2356 D- E 0 -2393 I- J 0 -1442 E-F 0-2670 J-K 3 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp_ Chords Tens. Comp. S- R 834 0 O- N 2527 0 I R- Q 2021 0 N- M 2022 0 Q-P 2625 0 M-L 831 0 P - O 2675 0 Maximum Web Forces Per Ply (Ibs) No # v. Webs Tens.Comp. Webs Tens. Comp_ T-U 0 -3 G-O 0 -354 A-S 0 -41 O-H 552 -47 S-B 0-1161 H-N 0 -391 v STATER-C B-R 844 0 0 N-I I-M 464 0 0 -807 -808 C- Q 506 0 M- J 849 0 D-Q 0 -98 J-L 0 -1160 Q-E E-P 0 -393 420 -162 L-K K-L 0 0 -15 -45 )�dnwWs P-F 71 -299 ° 40 01 SA38 FF 5B 81130 BB 7F48 00 99 ZE 95 FB rFAxit¢tn'Rsss%salee9ec�is 4s& ¢ xduaalwbyVdAmn aka, PEW.. Lk.041101 ontTa date %town akma w..3ag a StWl, R a€ad7¢rtka.E�rr¢a. 29amdco;a aldis doavmcca m notc'cm-A&mmd a8nsda d=hl iandRt .,5e5Awi aa+; ¢nr-,toad¢ac lamtatbm ifcsl mmydedmnk �. smplat.. "WARNING'"' READ!AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, bV TPI anr7'SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary r BCSI. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, ,e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to a division of its drawin any failure to build the on this drawing or cover page Ledesign shown. The suitability Job Number: 136DCS133 Ply:1 SEQN: 681991 / T44 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O City_ 3 FROM: DJH DRW. Truss Label: FT4 Wgt: 105.0 Ibs / ... 10/13/17 7'3"8 9'3"8 9' "12 16'2"10 7'3"8 2' 4 6'8"14 { 17"12 } 1712 { Lf 271 1'3" 1112X4 1112X4 1112X4 =4X4 1112X4 1113X4(R) W=3X4 =4X4 A B C D E F G H I J K 3•e=2X4(R) 2X4(R)X 1 e v� 1112X4 L M 2X4(R) WICI i=c ►IA i .i li u%� i ►�� i� I Nil Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 4X6 except as noted. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. =Jno IIIYA•4 =O^V W=H0308 16'2"10 Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VE RT(LL): 0.185 F 999 360 V 878 1- / - / - 1- / 7.5 Lu: NA Cs: NA VERT(TL): 0.307 F 613 240 N 880 /- / - / - /_ 13.1 Snow Duration: NA HORZ(LL): 0.032 B - - V Min Brg Width Req = 1.5 HORZ(TL): 0.056 B - - N Min Brg Width Req = 1.3 Code / Misc Criteria Creep Factor. 1.5 Bearings V & N are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.582 Bearing V requires a seat plate. TPI Sid: 2007 Max BC CSI: 0.743 Rep Factors Used: Yes Max Web CSI: 0.413 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ Plate Type(s): A- B 1 0 G- H 0 -2444 WAVE,HS VIEW Ver: 16.01.01 B.0614.19 B-C 0-1471 H-I 0 -2444 C- D 0 -2454 I- J 0- 2444 D- E 0 -2454 J- K 0 -1472 E-F 0 -2759 K-L 1 0 F - G 0 - 2766 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. V- U 849 0 R- Q 2766 O I U- T 2066 0 Q- P 2764 0 T- S 2702 0 P- O 2065 0 S- R 2702 0 O- N 849 0 v- No ' Maximum Web Forces Per Ply (Ibs) wo Webs Tens.Comp. Webs Tens. Comp. a W-X 0 -3 Q-G 144 -71 >, A-V 0 -41 G-P 0 -648 e V-B 0 -1181 I-P 95 -136 TAT O *4All B-U 865 0 P-J 516 0 U - C 0 - 827 J - O 0 - 825 C- T 528 0 O- K 866 0 D-T 0 -98 K-N 0 -1182 ` 0 E- R 45-420 N- M 0 40 R-F 56 -322 40 01 5A 38 FF 55 81 BO 88 7F 48 00 99 2E 95 FB rhu Item ivsz azzess elz as:aid. ated by?AnWm9 walnsz: 9s(Fi., u�.vra.aszt no tbm dasa shacvn a6¢a,�:tmsng a SN�ni EtenGcaau�9c, r'73atcdcop sarifsirdor-cv» A=notasnidadApai—g c=Itd wA onwt trtwdf&-J marydcctmr& csxyina_. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporaffyy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propelly attached rigid ceiling Locations shown far permanent lateral restraint of webs shall have bracingp 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 JoinCDetails, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this d9awing or cover pa e_ 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 1 Sec.2. For more information see this iob's General notes Dacia and these web sites: ALPINE: www.alnineft com, TPI, www.tninst nm' ,RRCA� www shrindudw r Inc• www irr_cafo nm Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 4X6 except as noted. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. =Jno IIIYA•4 =O^V W=H0308 16'2"10 Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VE RT(LL): 0.185 F 999 360 V 878 1- / - / - 1- / 7.5 Lu: NA Cs: NA VERT(TL): 0.307 F 613 240 N 880 /- / - / - /_ 13.1 Snow Duration: NA HORZ(LL): 0.032 B - - V Min Brg Width Req = 1.5 HORZ(TL): 0.056 B - - N Min Brg Width Req = 1.3 Code / Misc Criteria Creep Factor. 1.5 Bearings V & N are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.582 Bearing V requires a seat plate. TPI Sid: 2007 Max BC CSI: 0.743 Rep Factors Used: Yes Max Web CSI: 0.413 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ Plate Type(s): A- B 1 0 G- H 0 -2444 WAVE,HS VIEW Ver: 16.01.01 B.0614.19 B-C 0-1471 H-I 0 -2444 C- D 0 -2454 I- J 0- 2444 D- E 0 -2454 J- K 0 -1472 E-F 0 -2759 K-L 1 0 F - G 0 - 2766 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. V- U 849 0 R- Q 2766 O I U- T 2066 0 Q- P 2764 0 T- S 2702 0 P- O 2065 0 S- R 2702 0 O- N 849 0 v- No ' Maximum Web Forces Per Ply (Ibs) wo Webs Tens.Comp. Webs Tens. Comp. a W-X 0 -3 Q-G 144 -71 >, A-V 0 -41 G-P 0 -648 e V-B 0 -1181 I-P 95 -136 TAT O *4All B-U 865 0 P-J 516 0 U - C 0 - 827 J - O 0 - 825 C- T 528 0 O- K 866 0 D-T 0 -98 K-N 0 -1182 ` 0 E- R 45-420 N- M 0 40 R-F 56 -322 40 01 5A 38 FF 55 81 BO 88 7F 48 00 99 2E 95 FB rhu Item ivsz azzess elz as:aid. ated by?AnWm9 walnsz: 9s(Fi., u�.vra.aszt no tbm dasa shacvn a6¢a,�:tmsng a SN�ni EtenGcaau�9c, r'73atcdcop sarifsirdor-cv» A=notasnidadApai—g c=Itd wA onwt trtwdf&-J marydcctmr& csxyina_. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporaffyy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propelly attached rigid ceiling Locations shown far permanent lateral restraint of webs shall have bracingp 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 JoinCDetails, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this d9awing or cover pa e_ 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 1 Sec.2. For more information see this iob's General notes Dacia and these web sites: ALPINE: www.alnineft com, TPI, www.tninst nm' ,RRCA� www shrindudw r Inc• www irr_cafo nm Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. V- U 849 0 R- Q 2766 O I U- T 2066 0 Q- P 2764 0 T- S 2702 0 P- O 2065 0 S- R 2702 0 O- N 849 0 v- No ' Maximum Web Forces Per Ply (Ibs) wo Webs Tens.Comp. Webs Tens. Comp. a W-X 0 -3 Q-G 144 -71 >, A-V 0 -41 G-P 0 -648 e V-B 0 -1181 I-P 95 -136 TAT O *4All B-U 865 0 P-J 516 0 U - C 0 - 827 J - O 0 - 825 C- T 528 0 O- K 866 0 D-T 0 -98 K-N 0 -1182 ` 0 E- R 45-420 N- M 0 40 R-F 56 -322 40 01 5A 38 FF 55 81 BO 88 7F 48 00 99 2E 95 FB rhu Item ivsz azzess elz as:aid. ated by?AnWm9 walnsz: 9s(Fi., u�.vra.aszt no tbm dasa shacvn a6¢a,�:tmsng a SN�ni EtenGcaau�9c, r'73atcdcop sarifsirdor-cv» A=notasnidadApai—g c=Itd wA onwt trtwdf&-J marydcctmr& csxyina_. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporaffyy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propelly attached rigid ceiling Locations shown far permanent lateral restraint of webs shall have bracingp 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 JoinCDetails, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this d9awing or cover pa e_ 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 1 Sec.2. For more information see this iob's General notes Dacia and these web sites: ALPINE: www.alnineft com, TPI, www.tninst nm' ,RRCA� www shrindudw r Inc• www irr_cafo nm 40 01 5A 38 FF 55 81 BO 88 7F 48 00 99 2E 95 FB rhu Item ivsz azzess elz as:aid. ated by?AnWm9 walnsz: 9s(Fi., u�.vra.aszt no tbm dasa shacvn a6¢a,�:tmsng a SN�ni EtenGcaau�9c, r'73atcdcop sarifsirdor-cv» A=notasnidadApai—g c=Itd wA onwt trtwdf&-J marydcctmr& csxyina_. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporaffyy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propelly attached rigid ceiling Locations shown far permanent lateral restraint of webs shall have bracingp 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 JoinCDetails, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this d9awing or cover pa e_ 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 1 Sec.2. For more information see this iob's General notes Dacia and these web sites: ALPINE: www.alnineft com, TPI, www.tninst nm' ,RRCA� www shrindudw r Inc• www irr_cafo nm IT4EHBruss Ha den FTS 01 "D, OL OW /DR Horton /4EHB Hayden-2601 "D" OL O I � 11 Ibs I FROM: DJH 61 I T34 / SY42 DRW 1 ... 10/13/17 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA w Category: NA EXP: NA I Mean Height: NA ft TCDL: NA psf BCDL: NA psf I MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA ` I: NA GCpi: NA Wind Duration: NA T-8 1-2"12 -� 1'2"12 =3X8 =3X4 =3X8 A B C I I I I 3X10 =3X10 3'8"8 Lumber Value Set: 13B (Effective 6/1/2013) I Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 P Lumber value set "13B" uses design values I approved 1/30/2013 by ALSC I ° Additional Notes Webs are square cut except dbl diagonals or as i otherwise shown. I Truss must be installed as shown with top chord ,up. I I I I I I I r p I 1 I u I 1 I I I I Snow Criteria (Pg,Pf in PSF) DefllCSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): 0.002 B 999 360 E 199 / - / - / - Lu: NA Cs: NA VERT(TL): 0.003 B 999 240 D 209 / - / - / - Snow Duration: NA HORZ(LL): 0.000 D - - E Min Big Width Req = - HORZ(TL): 0.001 D - - D Min Brg Width Req = 1.3 Code / Misc Criteria Creep Factor: 1.5 Bearing D is a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.064 /- /- / - 14.0 TPI Std: 2007 Max BC CSI: 0.144 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.029 Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 0 -19 B - C 0 -11 Plate Type(s): WAVE VIEW Ver: 16.01.01B.0614.20 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. E-D 108 0 40 01 SA38 FF 50 8180 88 7F48 00 99 2E 85 F8 INU irencAsrsDtcnak mad wdiakd'hg f tw—1 Wrtbva.7, n(rt.. a SFA>;. "entacarimcmdc. metedvat csaid=d%*Mdands Idd m.d tfvxsrwi a442r1efiL��:fll,K C4dC PtflY.r C%d'tlf..il RR.iiIFf G�£trldif L OOL Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. E-A 0 -64 B-D 0 -124 E-A 0 -21 D-C 0 -36 E-B 0 -112 C-D 0 -63 A-E 0 -34 C-D 0 -21 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"`IMPORTANT•" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building [ Safety Information, byy TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeny aaid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 61 D, le_ ADoty plates to each face of truss and Dosition as shown above and on the Joinf Details. unless noted otherwise. (2efer to a division of its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS133 Ply: 1 1 SEQN: 6225631 T42 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton l4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW: Truss Label: FT6 Wct: 30.8 Ibs I ... / ... 10/13/17 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BOLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP 91 Bot chord 4x2 SP #1 Webs 42 SP #3 Lumber value set "l3B" uses design values approved 1/3012013 by ALSC Special Loads —(Lumber Dur.Fac=1.00 / Plate Dur.Fac =1.00) TC- From 50 plf at 0.00 to 50 plf at 2.5B BC- From 5 plf at 0.00 to 5 pif at 2.71 TC- 200 lb Conc. Load at 0.40 TC- 878 lb Conc. Load at 2.02 Hangers / Ties (J) Hanger Support Required, by others Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 1'312 --� F3 1 r d 1� 0�12 1112AX4 =3gX4 III C 4 x i- 2'8"8 D =3X4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# Loc R 1 U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.005 B 999 360 F 435 ! - / - /_ /_ / - Lu: NA Cs: NA VERT(TL): 0.007 B 999 240 D 785 / - / - ! - / - / 6.0 Snow Duration: NA HORZ(LL): 0.001 D - - F Min Brg Width Req = - HORZ(TL): 0.001 D - - D Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 Bearing D is a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.946 TPI Std: 2007 Max BC CSI: 0.124 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.104 Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Mfg Specified Camber: A- B 1 0 B- C 1 0 Plate Type(s): , WAVE VIEW Ver: 16.01. 11B.0614.20 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. F- E 266 0 E- D 266 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-F 0 -179 B-D 0 -447 F-B 0 -363 D-C 0 -10 B-E 38 -19 C-D 0 -406 STATE 40 015A38 FF513 8180 BB 7F48 00 99 2ES5 FB rE.lt Itemiras trss» sizcir�as:�iffiy:�rtsd am9x�alcdrrr rta�+as7leFarttn�3, p£tt:i..Uc.tlA2F�"Iasri�dasz shawm a6¢�.v^.enq r5N�•i � s4azhenGcazicaY zcrir. tn3c ivs m3sld:; d=�Ai teat cznifsvd 171naas mdsealed sand tisc tAdha."Sm eme east tmWdred.M s jdy ctmrk cavim "`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, bV TPI and'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 propperly aaid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, le._ Apply plates to each fart_ of truss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer to a division of 'ivi l,orrorn acceptance any structure failure to build the g or cover page m. The suit -ability y.com; [CC: www.icaafe. Job Number: 136DCS133 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Truss Label: FT7 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " 1112X4 2X4(R) = 6 A AE 7'3"8 7'3"B 1712 ° 1112X6 ! 1112X4 1116X8(R) C D E F G Qty:1DRW: 5.6 Ibs I FROM: DJH 89 / T33 / SY42 I / 10/13/17 9'3"8 15'11"12 1911"18 2' 6'8"4 3'11"12 [_L 9 -{ �3"12 f- 1'6" -� 2'512 1 W=3X4 1112X6 H I =3X4 1112X4 =5X10 L M N 2X4(R) =5X8 1112X4 O P C2 AD =5X6 =5X8 ur-+nrvtry; =ynr 1114X4 =5X8 =5X8 a W=3X6 ! 19'11"8 Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA V Category: NA ! EXP: NA Mean Height: NA ft ° TCDL: NA psf ! BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA ' I: NA GCpi: NA Wind Duration: NA ! Lumber q Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 42 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC I Special Loads —(Lumber Dur.Fac =1.00 / Plate Dur.Fac =1.00) TC- From 100 plf at 0.00 to 100 pif at 19.71 BC- From 10 pif at 0.00 to 10 pif at 19.83 TC- 435 lb Conc. Load at 15.98 1 Plating Notes I I All plates are 4X6 except as noted. Deflection Max JT VERT DEFL: LL: 0.45" DL: 0.25". See detail DEFLCAMB1014 for camber recommendations': Additional Notes + 2x6 continuous strongback. See detail I STRBRIBR1014 for bracing and bridging recommendations. 1 Webs are square cut except dbl diagonals or a otherwise shown. Truss must be installed as shown with top chord up. I Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Nl Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE 0 Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL VERT(LL): 0.453 H 515 360 AD 1165 / - /_ /_ /_ VERT(TL): 0.708 H 329 240 R 1440 / - / - /_ /_ HORZ(LL): 0.058 R - - AD Min Brg Width Req = 1.5 HORZ(TL): 0.091 R - - R Min Brg Width Req = 1.3 Creep Factor. 1.5 Bearings AD & R are a rigid surface. Max TC CSI: 0.769 Bearing AD requires a seat plate. Max BC CSI: 0.967 /W / 7.5 / 4.0 Max Web CSI: 0.785 Maximum Top Chord Forces Per Ply (Ibs) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. A-B 1 0 1-1 0 -5184 VIEW Ver: 16.01.01B.0614.19 B- C 0 -2057 J- K 0 0 C- D 0 -3666 J- L 0 -4901 D- F 0 -3666 L- M 0 -4317 E-F 0 0 M-N 0 -4317 F-G 0-5211 N-O 0 -2618 G-H 0 -5217 O-P 1 0 H - 1 0 - 5209 40 01 5A 38 FF 56 8160 8117F48 00 99 2E 85 F0 rr&ltarn hnbm ekdrat%zZ� s4nad arA =zWIq Ma ltdantnas PEfFL. Lic. rrtffi2(an lirsda2rstravtma w.3agas➢isa atlrardra3laswdc. ? tad capft aar&A dam=x A, gotcm-ldmad Apwd nd mind and ttrc sistiilaaAtrantual eaar BmmuC taawrdh_-dcnstradatmrak corks. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ AD -AC 1142 0 X - W 5116 0 AC -AA 2957 0 W- V 0 0 AB -AA 0 0 W- U 4715 0 AA- Z 4503 0 U- T 3751 0 Z- Y 4503 0 T- S 3751 0 Y-X 5217 0 S-R 1434 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AE-AF 0 -3 J - W 0 -298 A -AD 0 -42 W- L 259 0 AD-B 0-1589 L-U 0 -540 B -AC 1273 0 M- U 0 - 75 AC- C 0 -1252 U- N 727 0 C -AA 963 0 N - T 22 -4 D -AA 0 - 79 N- S 0 -1589 AA- F 0 -1138 S- O 1648 0 F-Y 1536 0 O-R 0 -1995 Y-G 0 -1006 P-R 0 -34 H-X 0 -137 R-Q 0 -7 X-J 147 0 "WARNING" READ;AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, haridlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly aid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections 63, B7 or 610, le. ADDTV Plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f2efer to a division of rIYI 1; or for h acceptance any structure failure to build the g or cover pa e rn. The suitability Job Number: 136DCS133 Ply: 1 SEQN: 6816811 T47I SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty 1 FROM: DJH DRW. Truss Label: FT8 I Wgt: 86.8 Ibs .. / ... 10/13/17 A T 3-2X4(Rr 2X4(R) 3 A (TYP) B C D E F G H I J K L M Loading Criteria (pst) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category. NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up N 15'8" 15'11"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.001 A 999 360 N* 110 1- l - I- l - 1188 Lu: NA Cs: NA VERT(TL): 0.001 A 999 240 Z Min Brg Width Req = - Snow Duration: NA HORZ(LL): -0.001 A - - Bearing Z is a rigid surface. HORZ(TL):-0.001 A Code I Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs) Bldg Code: FBC 2014 RES Max TC CSI: 0.079 Chords Tens.Comp. Chords Tens_ Comp. TPI Sid: 2007 Max BC CSI: 0.032 A= B 1 0 G- H 1 0 Rep Factors Used: Yes Max Web CSI: 0.031 B - C 1 0 H - I 1 0 FT/RT:20(0)/10(0) Mfg Specified Camber: C- D 1 0 1-1 1 0 Plate Type(s): I D- E 1 0 J- K 1 0 WAVE VIEW Ver: 16.01.01 B.0614.19 E- F 1 0 K- L 1 0 F-G 1 0 L-M 1 , 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Z-Y 0 -2 T-S 0 -1 Y-X 0 -1 S-R 0 -1 X-W 0 -1 R-Q 0 -1 Its W-V 0 1 Q-P 0 -1 tt V- U 0 -1 P- O 0 -1 ". U-T 0 -1 O-N 0 -1 pax Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. No 2 ft' AA -AB 0 -2 N-M 0 -8 40, A-Z 0 -43 M-N 0 -49 a a At Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. 'a, B-Y 0 -141 H-S 0 -133 C-X 0 -132 I-R 0 -133 E- V 0 -133 K- P 0 134 F-U 0 -133 L-O 0 -133 SEPAL G-T 0 -133 40 015A38 FF 5B 8180 BB 7F 48 ()0 992E &5 FB aMitemtvii,raeesamlaztt r3padamd�lad by!A>fttlrnarttw_s, PEQKL 11c.047:Ultn2to daft MtownabalatiAg a SKAl asdhentkalimWde. Praatadc i +ei'a}v's dffi.t—Aara not cmd&wall Ava dand=hd aid Yh-avtd+antia3s"="'II* east bAWdfbfM My asi=kMok c�1ax: **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, byy TPI anc7'SBCA) taF safety practices prior to performing these functions. Installers shall provide temposrrvy bracing per BCSI.. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. f2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinp 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 suitbility and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI I Sec.2. For more information see this'ab's general notes pacand these web sites: ALPINE: www.al inefw.com: TPI: www. inst.o • SBCA: www.sbcindu .com; IM www.jccsafe.onzl Job Number: 136DCS SEQN: T4EHBruss Label-26FT9 1 "D1 OL OW /DR Horton /4EHB Hayden-2601 "D" OL O I Wgt '114.8 Ibs I FROM: DJH 24 ! T40 / SY42 I DRW./ 10/13/17 I 574 { 7-2"4 7' "8 16'8" 57-4 2' '4 9'3"8 w i f" 1'3" 1'3"12 1'3"12 I� 2'6" �� —� a {� 2'5"12 ---1 --}� �►� 2,6„ 1,3„ W=3X4 III2X4 1112X4 =3X6 =3X4 1112X4 =4X4 III2X4 A B C DE F G H I J K=2X4(R) II� -��I®Illffl- I. \�.� till � IF j! • =DAD vv=.SAct X i se 2X4(R) ( as =m M =4X4 16'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph I Pf: NA Ce: NA VERT(LL): 0.271 R 715 360 W 917 ! - / - / - ! - / _ BCLL: 0.00 Enclosure: NA I Lu: NA Cs: NA VERT(TL): 0.433 R 448 240 M 903 ! - / - / - / - 17.5 BCQL: 5.00 Category: NA I EXP: NA Snow Duration: NA HORZ(LL): 0.027 M - - W Min Brg Width Req = - Des Ld: 55.00 � HORZ(TL): 0.043 M - - M Min Brg Width Req = 1.5 Mean Height: NA ft Code / Misc Criteria CreepFactor. 1.5 Bearing M is a rigid surface. Noffit: 1 .00 TCDL: NA psf I Bearing M requires a seat plate. Soffit: 0.00 BCDL: NA psf i. Bldg Code: FBC 2014 RES Max TC CSI: 0.764 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.856 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.465 Loc. from endwall: NA I FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA ' Plate Type(s): A - B 3 0 F - G 0 -2917 Wind Duration: NA I WAVE VIEW Ver. 16.01.01B.0614.20 B - C 0 -1503 G - H 0 -2543 Lumber C- D 0 -2861 H- 1 0 -2543 Value Set: 13B (Effective 6/1/2013) R D - E 0 -2878 I - J 0 -1523 I E-F 0-2917 J-K 1 0 Tap chord 4x2 SP #1 I Botchord 3 #1 We SP Webs 4x2 SP #3 h Maximum Bot Chord Forces Per Ply (Ibs) We Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC d W- U 870 0 R- Q 2884 0 PV- U 0 0 Q- P 0 0 Plating Notes U- T 2267 0 Q- O 2885 0 All plates are 4X6 except as noted I* it T - S 2263 0 O - N 2141 0 I x��• S- R 2878 0 N- M 874 0 Illyz Deflection Max JT VERT DEFL: LL: 0.27" DL: 0.19". See detail 42:�°� ' Maximum Web Forces Per Ply (Ibs) DEFLCAMB1014 for camber recwmmendationsl Webs Tens.Comp. Webs Tens. Comp. Additional Notes I A- W 0 -58 G- O 0 -465 + 2x6 continuous strongback. See detail W - B 0 -1214 H - O 0 -41 STRBRIBR1014 for bracing and bridging I ; B - U 881 0 0-1 547 0 recommendations. I " f� U- C 0 -1056 I- N 0 - 859 Webs are square cut except dbl diagonals or as I m C - S 976 0 N - J 902 0 otherwise shown. I ¢ �� S- D 0 -346 J- M 0 -1217 Truss must be installed as shown with top chord' up. W, R - E 67 -270 K - M 0 -42 I Q- G 220 55 L- X 0 3 I 40 015A 3E FF 5881 BO 8B 7F48 00 99 2E 95 FB That itarnHrntc mltdrvim&�stud aad sealed by lylanW lWanMes; I aEVL. Lk.r47101 as thz dza* shawn QbWM udosa SHAG I aoetltn�itss-at&�sa�ade. I wbud cepia ofdis dwr *srtaat emsi&red V,,A and sasjad I 2n6 kl+c MfAA wufficntk2ekAcode nwt U wdfb4.m wrdecmnk IcazS:.ies.. i "`WARNING— READIAND FOLLOW ALL NOTES ON THIS DRAWINGI —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 Componen[ Safety Information, byy TPI an7'SBCA) t9or safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly 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 f Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW 8uilding�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with AXIN PI 1, or for handling shippinq, installation and bracing of trusses.A seal on this drawing or cover pattgae listing this drawing indicates acceptance of protesslona engineeringg responsibility solely for the design shown. The su" bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS133 Ply: 1 SEQN: 6761311 T45 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW. Truss Label: FT10 Wgt 42.0 Ibs / ... 10/13/17 6" 1'2"4 6" 1'2"4 3X6 = 3X6 = 3X6 A B C F E D =3X8 1112X4 =3X8 34"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W F 591 I - l - I - l - I - TCDL: 10.00 Speed: NA mph Pt NA Ce: NA VERT(LL): 0.012 B 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.019 B 999 240 D 697 / - / - / - / - / - BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.002 D - - F Min Brg Width Req = - Des Ld: 55.00 EXP: NA Mean Height: NA ft HORZ(TL): 0.003 D - - D Min Brg Width Req = - NCBCLL: 10.00 TCDL: NA psf Code / Misc Criteria Creep Factor: 1.5 Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.563 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2007 Max BC CSI: 0.218 Chords Tens.Comp. Chords Tens. Comp. A - B 0 -4 B - C 0 - 31 Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.182 Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: I: NA GCpi: NA Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 16.01.01B.061420 Wind Duration: NA WAVE Chords Tens.Comp. Chords Tens. Comp_ Lumber F-E 595 0 E-D 595 0 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Maximum Web Forces Per Ply (Ibs) Bot chord 4x2 SP 91 Webs Tens.Comp. Webs Tens. Comp. Webs 4x2 SP 93 Lumber value set "13B" uses design values A - F 0 -28 B - D 0 -736 approved 1/30/2013 by ALSC F - A 0 -4B C - D 0 -179 F- B 0 -771 D- C 0 -28 . Special Loads 5 B - E 50 -12 —(Lumber Dur.Fac =1.00 / Plate Dur.Fac =1.00)'- TC- From 100 plf at 0.00 to 100 plf at 3.38 BC -From 10 at 0.00 to 10 at 3.38 TI00 ; +° plf plf TC- 917 lb Conc. Load at 1.85� ' ,m ° 'No '047102 Hangers / Ties 1 04 (J) Hanger Support Required, by others' Additional Notes Webs are square cut except dbl diagonals or as"<;, STATE 0 e� otherwise shown. `� Truss must be installed as shown with top chord up.wtw gas Ems.. 40 015A 38 FF 50 8180 BB 7F48 00 99 2E 85 FIB St,&!t¢mt4�abcmelscir�asfsa�*gs�yrcd;� sm�lad 6y Saa3 taart�es, �&.(rt,tie.�CTa92}cr,-tt,�efa3¢shari"at7ns�t�s$nga5HA1 ms3at¢nttca'¢ar�c t¢d c�€ms a#dsia dt�:e3^.asxar®nnxcm��sed si�r�aa ans2:salaE eras ttn.�x asctGS¢,�aPrr,�a rn�zsenmaati3f� cs�c9¢atrar� cs�ias- "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme pre in fabricatingg handlin shipping, installing and bracing. • Refer to and follow the latest edRion of BCSI (Building Componen[ Safety Information, by TPI anr7'SBCA) toF safety practices prior to performing these functions. Installers shall provide temposrryy bracing er BCSI., Unless noted othenvise,top chord shall have property attached structural sheathing and bottom chord shall have a propperly attache�riggld ceiling Captions shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B10, as applipble. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of pr 3 essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this "ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.tpinst.org• SBCA: www.sbcindu .com; ICC: www.iocsafe.org I W IJob Number: 136DCS133 Ply: Truss yden6'1 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O I WgY 1151.2 Ibs I FROM: DJH 86 / T46 / SY42 I DRW; La -210/13/17 I 1'8"4 7'1"12 i 9'1"12 18'7"B 1'8"4 5'5"8 2' 9'5"12 i 17 2'6" —'i 1-4- 1112X4 =5X10 =5X6 A B C D,E F r, 2-5"12 �`3 13"1—�� 2'6" W=3X4 =2X4(R) =4X10 -5X6 1112X4 1112X4 G H i _i K L M N :1 'III WN IBC �i 1111I II�iii III - �M rJAA Z Y X W V U T S R Q 113 =5X8 =4X10 =5X6 =5X8 W=H0308=4X6(-') 9 18'7"8 Loading Criteria (psf) Wind Criteria ' TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category. NA Des Ld: 55.00 EXP: NA Mean Height: NA It NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 1 Bot chord 4x2 SP #1 Webs 42 SP #3 Lumber value set "13B" uses design values p approved 1/30/2013 by ALSC Special Loads i —(Lumber Dur.Fac =1.00 / Plate Dur.Fac =1.00) TC- From 100 plf at 0.00 to 100 plf at 18.60 BC- From 10 plf at 0.00 to 10 plf at 18.50 TC- 591 Ib Conc. Load at 1.81 Plating Notes All plates are 4X6 except as noted. (")1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Deflection Max JT VERT DEFL: LL: 0.31" DL: 0.17". See detail DEFLCAMB1014 for camber recommendations. 1 Additional Notes + 2x6 continuous strongback. See detail g"g STRBRIBR1014 for bracing and bridging I recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up "WARNING" READ —IMPORTANT** FURNISH THIS C a division of 38 2X4(R) 3 38 � Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): 0.307 V 708 360 AA 1564 / - / - 1- / - 14.0 Lu: NA Cs: NA VERT(TL): 0.480 V 453 240 P 1061 /- /- /- !- / 7.5 Snow Duration: NA HORZ(LL): 0.046 P - - AA Min Brg Width Req = 1.3 HORZ(TL): 0.071 P P Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 Bearings AA & P are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.493 Bearing P requires a seat plate. TPI Std: 2007 Max BC CSI: 0.759 Rep Factors Used: Yes Max Web CSI: 0.538 FT/RT:12(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE, HS VIEW Ver. 16.01.01B.0614.19 0 40015A3.8FF5881B0BB7F4&00992E85FB n&Item tmbz.A tr ysd3ned WAR fadhy rdaaeoclmarttnes, cE(H..uc.6�3u33.t�2nadausltaw�rt aGQ•em rr,�gasNR�l "entzca.3le nda. �aated cep�rrt,�z doceII�m e�aacr�3�xsd �nae§�il �almd =d tine. 3aaAaaenirita mexefarafter ba*aWLxJ a»a yagscrmenk dies. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 3 0 H-1 0 -4028 B-C 0 -1769 I-J 0 0 C- E 0- 3179 I- K 0- 3209 D-E 0 0 K-L 0 -3209 E- F 0 -4501 L- M 0 -1849 F-G 0 -4518 M-N 1 0 G - H 0 -4025 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AA- Z 1686 0 U- T 0 0 Z- X 2664 0 U- S 3705 0 Y- X 0 0 S- R 3705 0 X- W 3786 0 R- Q 2632 0 W- V 4518 0 Q- P 1038 0 V - U 4514 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -AA 0 - 67 U -1 445 0 AA- B 0 -2248 1- R 0 -675 B-Z 805 0 K-R 0 -58 Z-C 0 -1192 R-L 785 0 C-X 716 0 L-Q 0 -1088 X-E 0 -841 Q-M 1129 0 E-W 954 0 M-P 0 -1444 W-F 0 -445 N-P 0 -42 V-G 92 0 O-AB 1 -3 G-U 0 -638 TO ALL CONTRACTORS INCLUDING THE INSTALLERS ping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building ty practices prior to performing these functions. Installers shall provide temporary have properly attached structural sheathingq and bottom chord shall have a pro any :ral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, ition as shown above and on the Joint Details, unless noted otherwise. f2efer to shall not be responsible for any deviation from this drawing,any failure to build the Aping, installation and bracing of;trusses.A seal on this drawing or cover page .ona9 engineering responsibility solely_for the design shown. The suitability any ral nc Job Number: 136DCS33 Ply: SEQN: 4EHB Hayden-2601 "D, OL OW /DR Horton /4EHB Hayden-2601 "D" OL O I Wgt 1145.E Ibs I FROM: DJH 72 / T41 / SY42 I DRW 10/13/17 I 7'11"4 9'11"4 2113"8 I` 7'11'A } 2' + 11'4"4 i F'— LH 2'1"4F7' LH 1112X4 =4X4 =2X4(R) =4X6 1112X4 =6X8 1112X6 1114X6(R) =4X6 W=3X4 1112X4 =4X6 1112X4 AAA B C D E F G H I J K L M N O P AC =5X8 1115X6(R) 1112X6 W=H0308(I) =4X10 =4X6 =3X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA last Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP 91 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 5X6 except as noted. (1) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Deflection Max JT VERT DEFL: LL: 0.45" DL: 0.30". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 21'3"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.450 X 554 360 AC 1157 / - / - / - ! - / 7.5 Lu: NA Cs: NA VERT(TL): 0.703 X 354 240 Q 1171 / _ / _ / _ / _ / 4.0 Snow Duration: NA HORZ(LL): 0.062 Q - - AC Min Big Width Req = 1.5 HORZ(TL): 0.096 Q - - Q Min Brg Width Req = 1.3 Code / Misc Criteria Creep Factor. 1.5 Bearings AC & Q are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.571 Bearing AC requires a seat plate. TPI Std: 2007 Max BC CSI: 0,896 Rep Factors Used: Yes Max Web CSI: 0.632 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 1 0 1-1 0 0 WAVE, HS VIEW Ver: 16.01.01B.0614.20 B - C 0 -2048 I - K 0 -4524 C-D 0-3612 K-L 0 -4524 D-F 0 -3612 L-M 0 -3612 E-F 0 0 M-N 0 -3612 F- G 0- 5233 N- O 0- 2045 G-H 0-5253 O-P 3 0 H - 1 0 -5012 No 047182 v q x � v w STATE or- ' 0% —. I, � 40 01 5A 38 FF 50 81 SO BB 7F48 00 99 2E 85 FB rfaitiCotnixnHccnslactarndca"ys aadand3caladbyytA=0Martina,. (FL. tte.0 37i92j onth. doeshown abwa Mang a VA-1 wuheatkatssav :Ia PdbUd 4rpin efthk drxEx^ AWo aat �sx&V dsaadwds lad arb the .5t 4W-1 CAtkZ*ACode Ms fU 401W rata¢ydc tmrk . coax. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AC -AB 1137 0 W- V 0 0 AB- Z 2925 0 W- U 4840 0 AA- Z 0 0 U- T 4840 0 Z- Y 4326 0 T- S 4192 0 Y- X. 5253 0 S- R 2927 0 X- W 5248 0 R- Q 1134 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AD-AE 0 -3 W - 1 454 -14 A -AC 0 -42 I- T 0 -438 AC- B 0 -1583 T- L 462 0 B -AB 1266 0 L- S 0 - 788 AB-C 0-1219 M-S 0 -73 C-Z 934 0 S-N 931 0 D-Z 0 -102 N-R 0 -1227 Z- F 0- 968 R- O 1266 0 F- Y 1328 0 O- Q 0 -1582 Y-G 0 -602 Q-P 0 -15 X-H 274 -118 P-Q 0 -44 H-W 8 -665 "'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, handl!n shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComonenF Safety Information, byy TPI andSBCA) toF safety practices prior to performing these functions. Installers shall provide temporarryy bracinp g per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly 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 and on the Joint Details, unless noted otherwise. (Zefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 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 pprofessional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is flte responsibility of the Building Designer per ANSIffPI 1 Sec.2. For more information see this iob's general notes oaae and these web saes: ALPINE: www.alDineitw.com: TPI: wwwloinst.om: SBCA www.sbcindustrv.com: ]CC: www.ic safe.om Job Number: 136DGS133 I Ply: 1 SEQN: 622580 / T52 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 2 FROM: DJH DRW: Truss Label: FT13 Wgt: 168.0 Ibs / ... 10/13/17 p B . p T11"4 1 9'11"4 217" r T11"41 } 2' } 11712 I 2'6"12 ��{ 2"N 2'6"12 2'6"12 --� =4X6 p =5X8 W=3X4 112X6 =3X4 =4X6 B iC D E F G H. I J K L MN ADA T Za: =2X4(R) =22X4(R) = 1 F2X%) X4(R) T e 1-1 AB AA I Z AC =6X8 =6X6 1112X6 012X6 i i V, r Loading Criteria (psi) Wind Criteria TCLL: 40.00 Wind Std: NA I TCDL: 10.00 Speed: NA mph I BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA it NCBCLL: 10.00 TCDL: NA psf p Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA it Loc. from endwall: NA 1 I: NA GCpi: NA Wind Duration: NA Lumber I Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values p approved 1/30/2013 by ALSC I Plating Notes All plates are 6X6 except as noted. 6 I Deflection Max JT VERT DEFL: LL: 0.44" DL: 0.30". See 6tail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. p Webs are square cut except dbl diagonals or as otherwise shown. p Truss must be installed as shown with top chord up. 1 1 Y X W pILAO v v T W=H0308 1114X6(R) W=3X6 =4X4 21'7" S R Q P 1O 1112X6 =6X6 -6X8 1112X6 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw 1 Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.438 G 577 360 AC 1173 1- / - 1- / - / 7.5 Lu: NA Cs: NA VERT(TL): 0.684 G 369 240 O 1173 / - / - / - / - / 7.5 Snow Duration: NA HORZ(LL): 0.043 B - - AC Min Brg Width Req = 1.5 HORZ(TL): 0.068 B - - O Min Big Width Req = 1.5 Code / Misc Criteria Creep Factor: 1.5 Bearings AC & O are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.659 Bearings AC & O require a seat plate. TPI Sid: 2007 Max BC CSI: 0.782 Rep Factors Used: Yes Max Web CSI: 0.712 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 0 -1133 G- H 0 -5403 WAVE, HS VIEW Ver: 16.01.0113.0614.20 B- D 0 -30M H- 1 0 0 C-D 0 0 H-J 0 -5172 D- E 0 -4630 J- K 0 -4446 E-F 0-4625 K-L 0 -309 F-G 0 -5411 L-M 0 -1132 4001EA39FF5B8YBID 8137F4800992E85 FB I ttdx iEernhuaRscetocsla siijicd a�s9 x�afad by rltaxas�l Mart§cns i?E(FL. uc.041-E0210n t?c cailawr'at4 ga SHA4 tencsaiJsacc Ftsatad cgl6�:sxixhfz eirxxr'we-at�ra nriif ee�xmd �nedimr+'I sealed I ar,6 the �uiA.3a»Rhcntacs�aaza4tt ml�l �e vxrifAsd�aea�c9extiarsL ! LFa$Itl3: Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AC -AB 31 0 V - U 5309 0 AB -AA 2266 0 U - T 5309 0 AA- Z 3914 0 T- S 4949 0 Z-Y 3914 0 S-R 3916 0 Y- X 5400 0 R- Q 3916 0 X- W 5400 0 Q- P 2264 0 W-V 5411 0 P-O 31 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp AD-AE 0 -103 H - T 28 - 342 A -AC 0 -1020 T- J 350 0 A -AB 1495 0 J- S 0 - 681 AB- B 0 -1537 S- K 704 0 B -AA 1109 0 K- R 27 0 AA-D 0 -1104 K-Q 0 -1101 D-Z 49 -3 Q-L 1116 0 D-Y 943 0 L-P 0 -1536 Y-F 0 -1160 P-M 1494 0 F- W 330 - 66 M- O 0 -1020 G- V 0- 320 N -AF 0 -103 V - H 562 - 248 —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) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. Ike & 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',handhng shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability, and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. Fnr m 7nin Finn c thie inh^e nanaral nntac nano and thr. a —hut- Ai PINF, — xlninei1 rn, TPI• unw, tninst nm• SRrA• — shdnduct- coin• 1rr" — irr_aafa nm Job Number: 136DCS133 Ply: 1 SEQN: 681690 / T49 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty:;1 FROM: DJH DRW. Truss Label: FT14 Wgt: 114.8 Ibs Page 1 of 2 .. / ... 10/13/17 i" 1 '4" -1 (TYP) =2X4(R) A B C D E F G W=3X4 H I J K L M N O P W=3X4 217" 21'7" =2X4(R) Q R Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): O.O00 R 999 360 T. 109 /- /- /- /- 1259 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.001 R 999 240 AK Min Brg Width Req = - BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.000 R - - Bearing AK is a rigid surface. Des Ld: 55.00 EXP: NAght: NA it Code R - - NCBCLL: 10.00 TCDL: Mean Height: psf Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs) Soffit: 0.00 TCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.078 Chords Tens.Comp. Chords Tens. Comp. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2007 Max BC CSI: 0.018 A - B 0 0 J - K 0 0 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI`. 0.033 B - C 0 0 K - L 0 0 Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: C - D 0 0 L - M 0 0 I: NA GCpi: NA Plate Type(s): D- E 0 0 M- N 0 0 Wind Duration: NA WAVE VIEW Ver: 16.01.01B.0614.19 E- F 0 0 N- O 0 0 Lumber F- G 0 0 O- P 0 0 Value Set: 13B (Effective 6/1/2013) G- H 0 0 P- Q 0 0 H-I 0 0 Q-R 0 0 Top chord 4x2 SP #1 1-1 0 0 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "138" uses design values Maximum Chord Forces Per Ply (Ibs) Comp - approved 1/30/2013 by ALSO Chords Tens.Comp. Chords Tens. Camp_ AK-AJ 0 0 AB -AA 0 0 Bracing A�. AJ-AI 0 0 AA-Z 0 0 Sheathing is required for any longitudinal(drag) AI-AH 0 0 Z - Y 0 0 forces. All connections to be designed by the building �1a' t$e AH-AG 0 0 Y - X 0 0 designer. 44, *' N W AG-AF 0 0 X- W 0 0 Fasten rated sheathing to one face of this frame. AF-AE 0 0 W - V 0 0 No 04718Z AE-AD 0 0 V- U 0 0 Plating Notes AD -AC 0 0 U- T 0 0 All plates are 2X4 except as noted. + AC -AB 0 0 r� Additional Notes Maximum Web Forces Per PI Ibs a ( ) Webs are square cut except dbl diagonals or as Webs Tens.Comp. Webs Tens. Comp. otherwise shown. C *eo * AL -AM 0 -5 R-T 0 -54 Truss must be installed as shown with top chord up. �� a ry ry �� A -AK 0 -54 S -AN 0 -5 "W" Maximum Gable Forces Per Ply (Ibs) SEMALt Gables Tens.Comp. Gables Tens. Comp. 40 01 5A 38 FF 50 8180 BB 7F48 00 99 2E 85 F5 B -AJ 0 -142 K -AA 0 -133 zhirtratsAvskacnelcctacn3cm q cdarj=afadtr¢rt�tlMzrkinw C-AI 0 -132 L-Z 0 -133 ?E(n..ifs.wT:�jc�Nedax4stwwrairnrs ingasar s D-AH 0 -134 M-Y 0 -133 a�dienticaIIraarzlc E-AG 0 -133 N-X 0 -133 rwol cmias,96L dwx=� mmsrt cxawdmmd F-AF 0 -133 O-W 0 -134 ardthe. a,.:des,aaimsu�cn�:stbce�xirecna,�dectmrsk G-AE 0 -133 P-V 0 -132 caaa H -AD 0 -133 Q- U 0 -142 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and'SBCA) toi safety practices prior to performing these functions. Installers shall provide temporarryv bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have hracingg installed per BCSI sections 63, 67 or 610, 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 Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ listing this drawing, indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2. For more information see this'ob's general notes pacle and these web sties: ALPINE: www.al Ineilw.com: TPI: www. inst.o • SBCA: www.sbcindu .corn- ICC: www.iccsafe.or Job Number: 136DCS133 w Ply: 1 SEQN: 681690 / T49 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB (Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW: Truss Label: FT14 Wgt: 114.8 Ibs Page 2 of 2 / ... 10/13/17 J -AC 0 -133 13 40 015A3E FF 5B 81 BO BB 7F48 DU 99 2E S5 FB Thu 110tnia1t*M 210 xealadfry facet marww' � �.(A.,tYc.C#TaHt(anthzzt:shtivnaahas�usLngasN,ti ' i iisntirar�,�raxf¢. I meted tcpl�csiCh�doc'st m�nvt�ted ��dr�aled i aaadttse 3as€thentazasseadaans�xe:uerdf3�l.e�amye�ectmusfr I mains I —WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI ,(Building Componen[ Safety Information, byy TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpefly attached rip!d ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face. ofitruss and position as shown above and on the JoinTDetails, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pprotessiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. Job Number: 136DCS133 Ply: 1 SEQN: 684539 / T51 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW: Truss Label: FT15 Wgt: 127.4 Ibs / ... 10/13/17 �3"1 1'4"� (T'P) W=3X4=2X4(R) A B C D E F G H I J K L M N O P T V' 1112X6 1112X6 1112X6 1112X6 1112X6 1112X6 1112X6 W=3X4 1112X6 W=3X4 187"8 187"8 -1 38 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF TOLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.000 P 999 360 R• 109 / - / - / - / - 1223 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.000 P 999 240 AH Min Brg Width Req = - BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.001 B - - Bearing AH is a rigid surface. DesLd: 55.00 EXP: NA HORZ("fL):-0.002 B - - NCBCLL: 10.00 Mean Height: NA ft TCDL: NA psf Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs) Soffit: 0.00 BCDL: NA psf BldgCode: FBC 2014 RES Max TC CSI: 0.072 Chords Tens.Comp. p' Chords Tens. Comp. p' Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.009 A - B 2 0 1-1 2 0 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CS 1: 0.031 B - C 2 0 J - K 2 0 Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: C - D 2 0 K - L 2 0 I: NA GCpi: NA Plate Type(s): D- E 2 0 L- M 2 0 Wind Duration: NA WAVE VIEW Ver: 16.01.01B.0614.19 E- F 2 0 M- N 2 0 Lumber F- G 2 0 N- O 2 0 G-H 2 0 O-P 2 0 Value Set: 13B (Effective 611/2013) H -1 2 0 Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC AH-AG 0 -2 Z - Y 0 -2 AG-AF 0 -2 Y-X 0 -2 Bracing p AF-AE 0 -2 X-W 0 -2 Fasten rated sheathing to one face of this frame. *'6 Vig AE-AD AD 0 -2 0 W - V V - U 0 0 -2 -2 -AC -2 Plating Notes Atq��� 40 AC -AB 0 -2 U -T 0 -2 All plates are 2X4 except as noted. *' No 047182AA-Z AB -AA 0 -2 0 T - S S-R 0 0 -2 4 -2 -2 Additional Notes See detail STRBRIBR1014 for bracing and bridging l Maximum Web Forces Per Ply (Ibs) recommendations. � Webs Tens.Comp. Webs Tens. Camp. Truss must be installed as shown with to chordup. p ° 0.F w A-AH 0 -67 Q-AI 0 -2 , $}- P - R 0 - 50 Forces Per Ply *a���•*��14 O Maximum Gables Gable Tens.Comp. (Ibs) Gables Tens. Comp. e %*; $fillSERIAL B 0 J- 0 -AG C-AF -133 0 -134 X K-W 0 -133 -133 40015A38FF5081BOBB71`4800992E95FB D-AE 0 -133 L-V 0 -133 V9UItem hnbceneledruc*1s4nedwdcaladbymaasexlmataftz, E-AD 0 -133 M-U 0 -133 E(FL.uc.C471a21errthacolashown abx wngastma F-AC 0 -133 N-T 0 -134 a+KheatlCaxcryerYda. G -AB 0 -133 O- S 0 -133 2rtatad ca¢�rd'xts dotu^_entamnat cnrnvduad sfytnesamd sealed H-Z 0 -133 aac the&MA-1 bamifiCd m=Vdcctrank =Jvs. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI andSBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olherMse,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, 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 Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ . listing this drawing indicates acceptance of professiona engineeringg 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 infonnalion see this'ab's general notes page and these web sites: ALPINE: www.al ineft w.com; TPI: www. inst.o • SBCA: w.wr.sbcindu .com• IM www.iccsafe.org Job Number: 136DCS133 Ply: 1 SEQN: 6811749 / T48 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 8 FROM: DJH DRW: Truss Label: FT16 Wgt 128.8 Ibs .. / ... 10/13/17 7 a 1 7'1"12 9-1"12 1 1878 7'1"12 2' 978 f`LZ 3"1�{ 3"1� �3"1� � 2'5"12 --f"3 1y�3"1-L� � 113" =5X6 1112X4 1112X4 1112X4 W=3X4 =3X4 1112X4 A B G D E F G H. I J K L Ili �_N'0r �_III -��� 1M0.ii r --:. ►v. Ill i uvr KI 1114kd(R) =4X10 =5X6 W=3X4 3y ae =ZM 18'7"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R I U / Rw / Rh / RL / W Z 1025 / - 1- / - ! - 14.0 TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.313 T 694 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.489 T 444 240 O 1010 / - /- / - / - 17.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.038 O - - Z Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ L 0.060 O - - (T )= O Min B Width Re 1.5 q Code / Misc Criteria NCBCLL: 10.00 Mean Height: NA ft Creep Factor. 1.5 Bearings Z & O are a rigid surface. Soffit 0.00 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.722 Bearing O requires a seat plate. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.793 Spacing: 24.0 " C&C Dist a: NA ft ' Rep Factors Used: Yes Max Web CSI: 0.619 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. A - B 3 0 G - H 0 -3600 I: NA GCpi: NA Plate Type(s): VIEW Ver: 16.02.01 D.0314.13 Wind Duration: NA WAVE B - C 0 -1276 H - I 0 -3600 Lumber Value Set: 13B (Effective 6/112013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP 93 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 4X6 except as noted. Deflection Max JT VERT DEFL: LL: 0.31" DL: 0.23". See detail DEFLCAMB1014 for camber recommendations_ Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top'chord up. 047182 a� e ear rk F_ OF C-D 0 -1276 I-J 0 -2996 D- E 0 -2648 J- K 0 -2996 E-F 0 -3818 K-L 0 -1744 F-G 0 -3831 L-M 1 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Z-Y 319 0 T-S 3831 0 Y-W 2096 0 S-R 0 0 X-W 0 0 S-Q 3440 0 W- V 3303 0 Q- P 2474 0 V- U 3301 0 P- O 985 0 U - T 3831 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ A - Z 0 - 33 G - S 33 - 570 Z-B 0 -1035 S-1 361 0 B-Y 1301 0 I-Q 0 -604 C-Y 0 -105 J-Q 0 -53 Y-D 0 -1115 Q-K 709 0 D-W 767 0 K-P 0 -1015 W- E 0- 909 P- L 1056 0 E-U 879 0 L-O 0 -1371 U-F 0 -281 M-O 0 -42 40015A38FF5BSUB06B7F4800492E95FB T-G 206 -171 N-AA 0 -3 +`kit lternRas meat ekciraatwffi/st�nada�t sealad fry tAar>m1 Marttnes, FEM. ltc.kkt�SE2 (oai tTc d1R¢ahawn abawa lasing a sNA•i acthcnd=tL-z=de. trd cepiasafilia doazw tare not atawd—d nrai and :ralnd and ta.mcdhad m=ydectmnk capint. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! `*IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS reqquire extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building nenf Safety Information, byy TPI anr7 SBCA) toy safety practices prior to pertorming these functions. Installers shall provide temposrrYy er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply places to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to Is 160A-Z for standard plate position s. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSII7 PI 1, or for handling shipping, installation and bracing of Wsses.A seal on this drawing or cover page this drawing, indicates acceptance of pr&ssionai engineering responsibility solely_for the design shown. The su" bility any structure ral notes page ant SBCA' Job Number: 136DCS133 Ply: 1 SEQN: 681692 / T50 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW. Truss Label: FT17 Wgt 64.4 Ibs / ... 10/13/17 Loading Criteria (psf) TOLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " 17' -+- 1'4" -- (TYP) A B C D E F G H I Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category. NA EXP: NA Mean Height: NA it TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP 93 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longdudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbI diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 10'4" 10'4" Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Pf. NA Ce: NA VERT(LL): 0.000 1 999 360 Lu: NA Cs: NA VERT(TL): 0.000 1 999 240 Snow Duration: NA HORZ(LL): -0.001 B - - HORZ(fL):-0.002 B Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.074 TPI Sid: 2007 Max BC CSI: 0.018 Rep Factors Used: Yes Max Web CSI: 0.031 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.01B.0614.19 No 047182 w + STATE OF -Who' SERIAL 40 015A 38 FF 5B 81 B0 BB 7F48 00 99 2E 85 FB Thft itamhm bam akrsrontrab� 9pad aid uaWby bLv lMntbnaa, FE (n,. Lk. r471UZf on the dzu shown above w.ng a SH,42 ad�thanffitat}caseadm z�imtcd ca�tvstsf the. tfociaear.,t a9m not cmssiv�:rmd s�nas.' and sralad mA tF�SiiA,au anGca�asrada metbm vrrifid rataaydcctrant: cmyims. J ♦ Maximum Reactions (Ibs), or `=PLF Loc R /U /Rw /Rh /RL /W X 109 /- /- /- /- /124 R Min Brg Width Req = - Bearing R is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 2 0 E-F 2 0 B-C 2 O F-G 2 0 C-D 2 0 G-H 2 0 D-E 2 0 H-1 2 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. R-Q 0 -2 N-M 0 -2 I Q-P 0 -2 M-L 0 -2 P-O 0 -2 L-K 0 -2 O-N 0 -2 K-J 0 -2 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-R 0 -60 I-J 0 -41 J-1 0 -6 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp B-Q 0 -124 F-M 0 -133 C-P 0 -136 G-L 0 -136 D-O 0 -133 H-K 0 -124 E-N 0 -134 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Are extreme care in fabricatingp handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Are Information, byy TPI and'SBCA) t 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._ AppTy plates to each face. of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to a division of rfPI 1; or for h acceptance any structure lis drawing,any failure to build the on this drawing or cover page ie design shown. The suitability i ®Boise Cascade Double 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP BC CALC® Design Report Build 6080 Job Name: 4EHB Hayden D Address: Lot 133 Creekside 136DCS133 City, State, Zip: , FL Customer: Code reports: ESR-1040 BD Reaction Summary (Down / Uplift); ( Ibs ) Bearing Total BO, 6" 5,818 B1, 7-1/2" 5,424 Load Summary Dry 11 span I No cantilevers 1 0/12 slope File Name: 136DCS133-Beam.bcc Description: DesignMBM1 Specifier: Designer: Jason Hill Company: Raney Components, LLC. Misc: M-u/-W Total Horizontal Product Length = 20-07-08 Floor BeamIBM1 October 13, 2017 13:33:57 61 Live Dead Snow Wind Roof Live Trib. Tag Description Load Type ' Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 20-07-08 40 15 01-00-00 2 FT3 Unf. Lin. (lb/ft) L 00-00-00 20-07-08 321 119 n/a 3 FT10 Conc. Pt. (f Ibs) L 03-09-12 03-09-12 509 189 n/a Controls Summary Value I % Allowable Duration Case Location Pos. Moment 25,803 ft-Ibs 69.1 % 100% 1 10-00-15 End Shear 4,881 Ibs 1 45.9% 100% 1 01-10-00 Total Load Defl. U313 (0.753") 76.8% n/a 1 10-00-15 Live Load Defl. U442 (0.533") 81.5% n/a 2 10-00-15 Max Defl. 0.753" 75.3% n/a 1 10-00-15 Span / Depth 14.7 1 n/a n/a 0 00-00-00 Squash Blocks Valid % Allow % Allow Bearing Supports Dim. (L x.W) Value Support Member Material BO Wall/Plate 6" x 3-1/2" 5,818 Ibs n/a 36.9% Unspecified B1 Wall/Plate 7-1/2" x 3-1/2" 5,424 Ibs n/a 27.6% Unspecified Notes �N i��. Design meets Code minimum (U240) Total load deflection criteria.' Live Design meets Code minimum (U360oad ion deflec Iload o 82 Design meets arbitrary (1") Max mum) Total deflection criteria.r Calculations assume member is fully braced. Design based on Dry Service Condition. , STATE OF� B�iIAL �: 40 01 5A 38 FF 5B 81 BO 88 7i=49 00 99 2E 85 FB This ltamh=bem ekclsantcsitps +icd amd sralad by psi marthm. �� g.'7., tsc. �x3�1 cn. tt<a dam.sfimm. atrsas ussrga sata•a r�anlicat�aae �rmied ctp cs�i"tAistieevaazsd am nat.czanxidamed cignes "coated mcrdtlaa:ik authuntiza icode muthevarikdcacavydectmn.'!c CWl". ®eolseCascade Double 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP Floor BeamIBM1 Dry 11 span I No cantilevers 1 0/12 slope October 13, 2017 13:33:57 BC CALC® Design Report Build 6080 File Name: 136DCS133-Beam.bcc Job Name: 4EHB Hayden D Description: Designs\BM1 Address: Lot 133 Creekside 136DCS133 Specifier: City, State, Zip: , FL Designer: Jason Hill Customer: Company: Raney Components, LLC. Code reports: ESR-1040 Misc: Connection Diagram Disclosure �►{ LI b d Completeness and accuracy of input must be verified by anyone who would rely on a • r • • output as evidence of suitability for particular application. Output here based on building code -accepted design c properties and analysis methods. Installation of Boise Cascade engineered • • wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide a minimum = 2" c = 12" or ask questions, please call (800)232-0788 before installation. b minimum = 3" d = T BC CALCO, BC FRAMER@ , AJS-, Calculated Side Load = 440.0 Ib/ft ALLJOIST@ , BC RIM BOARD-, BCIO , BOISE GLULAMi, SIMPLE FRAMING Connection design assumes point load is top -loaded. For connection design of side -loaded SYSTEM@ , VERSA -LAM@, VERSA -RIM point loads, please consult a technical representative or professional of Record. PLUS@ ,VERSA -RIM@, VERSA -STRAND@, VERSA -STUD@ are Connectors are: 3-1/4 in. Pneumatic Gun Nails trademarks of Boise Cascade Wood Products L.L.C. Construction Details, g ,� _ Top Loaded Only Connection Double 1-M!* Versa -Lam 4'r 0% r min. M When 2 pieces of 1-We Versa-Lanf are loaded from ab Nail 9-1120 and 11-718" beams w/ 2 - rows 16d box or s Nail 14".16m and 1 B' beams w/ 3 — rows 1 f d box or sirs 40015A38FF5881BtF0BB7F4S00992ES5 F8 Nail 24' beams w14 - rows 18d box or sinker nails. o�, e�tth Xhawnx dga SKA4 niara Pxtatad cepinartts§ docz male vial tc W&Ted 2&wdaeti=led and tta35ii.4•S asatfient`ttaa4ratima?emta�t6r axairizd cos arrrc7cc =Ac cries. , 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, Pertlally Enclosed, Exposure C, Kzt = 1.00 Ori 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt - 1.00 nr, ipn mein Wind Sneed. IS' Mean Helnht. Partlally Fnrinsed. Fxnnsure D. Kzt = 1.00 S 2x4 Brace Goble Vertical Spacing Species Grade No Braces (1) Ix4 'L' Brace r (1) 2x4 'L' Bracer (2) 2x4 'L' Brace Ir (1) 2x6 'L' Brace r (2) 2x6 'L' Brace ■ 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' - S P F P #3 3' 8' S' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12' C' 12' 6' 14' 0' 14' 0' Q% Q Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' #1 4' 0' 1 6' 8' 6' 11' 7' 10' 8' 2' 1 9' 4' 9' e' 12' 4' 12' 9' 1 14' 0' 14' 0' -J S P #2 3' 10' 1 6' 7' 6' 10' 7' 9' e' 1' • 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' l4' 0' #3 3' 9' 1 5' 3' 5' 7' 6' 111 7' 5' 9' 2' 9' 7' 10, 11' ill 8' 14' 0' 14' 0' d (U D P L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, ill ill 8' 14, 0' 14' 0' Stnndnrd 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' V 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' :p i U S P P Li P #3 4' 2' 7' 1' 7' 9' e' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' QJ f l Standard 4' 2' 6' 1' 6' 5' 8' 1' B' 8' 10' 5' 10, 10, 12, 8' 13' 7' 14' 0' 14' 0' O #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, e' 1t, 1' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Q1 r D f L Stud 4' 4' 6' S' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10, 10, 11' 10, 12' 7' 14' 0' 14' 0' #1 / #2 4' ID' 8' 3' 8' 7' 1 9' 9' 10' 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' d L� X d U O S P P Li P f�l #3 4' 7' 1 8' 2' e' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' B' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' S P #1. 5' 1' 8' S. e' e' 9' 11' 10' 3' 11' 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' D' 14' 0' 14' 0' #3 4' 9' 7' 4' 7' 10' 9' e' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' DV L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 1 4' 7' 6' 6' 1 6' 11' 1 8' 8' 9' 3' 11' 6' 12, 0' 13' 7' 14' 0' 14' 0' 14' 0' Bracing Group Species and Grades, Group A: S ruce-Pine-Fir Hem -Fir 61 / #2 IStandard N2 StStud 03 Stud N3 andord ➢ou las Fir-Lorch Southern Piner.s #3 03 Stud Stud Stnndnrd Standard Group Bi Hen-Flr Nl 6 Btr #1 Do Ins Flr-Larch Southern Pines - al al #2 a2 lx4 Braces shall be SRB (Stress -Rated Board), ..For ix4 So, Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values ma be used with these grades, Gable Truss Detail Notes, Wind Load deflection criterion Is L/24a 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' overhang, or 12' plywood overhang. AtioutjC. Attach 'L' braces with 10d (0.128'x3.0' min) nails. nbl¢ Truss )K For, (1) 'L' brace, space nails at 2' ac, In IS' end zones and 4' o.c. between zones. Dingonnl brace aptbni YA)KF'ar (2) 'L' braces- space nails at 3' o.c. in 16, end zones and 6' o. between zones. vertical length may n, T doubled when diagonal 18' A 'L' bracing must be a miNnum of 80% of web brace Is used. Connect L member length, diagonal brace for 60011 'L' at each end. Max.Awelb Brace Gable Vertical Plate Sizes total length Is 14)K)K Vertical Length No Alice 2x6 DF-L #2 or Less than 4' 0' 2X3 - -- better diagonal r Greater than 4' 0', but I 3X4 braces single I less than 11' 6' Vertical length shown g - s - - - __ - _ _ Greater than 11' 6' 4X4 In table above. or double cut -- 45' (as shown) at L ------ - + Refer to common truss design for upper end. U u U I I I u u --peak, splice _and heel plates. g ontlnuous Bearing tlttt 1111 1q1 ti i0 Refer addresthe edBuilding this Designer for conditions' Connect dla one at 1not midpoint of vertical web. Refer to chart above for g 6 uN gth. -VAamicus BEAD AND FRLDV ALL IureS-OR THIS DRAWMM A ' REF ASCE7-10-GAB16015 ..DWORTANTws FLOM TMMVMG TO ALL CEINTRACTDRS D(CLO =Tit =TAU"& Q� \GEN& �((� Trusses require extreme taro in fobricatbg, h-King,•shlppin0, instnilhand bradrg and to aV. ` ` 1 DATE 10/01/14 follow the latest editbn of SCSI (Buk,iing Component Safety Inforn.tion, iy TP7 and SDCA) for'.sOfaty \' practices prbr to performing these functions. Instnwers pmlI provide tenparory brodn per DCSL .. unless no otherwise, tap chord shag h.- properly attached I- shed- ami bottbn chord !` DRWG A16015ENC101014 shall have a properly ated petl rri!gpid sections L43, B? o sham For permanent lateral t- to webs = O shell have brochg installed per DCSI sscdoan the BT o- D10, ils unless dot plates to each Face ' �F of truss and {{aasltian as shorn above plat. . the Joint Details, unlecs noted oth¢rw,te, f Refer . drowinps i60A-Z for standard plate positions Z Y j Alpine, a division of ITV DWlding components Group InG shall not be responsible Farea,naa.n free o 9 �cq d•a MAX, T❑T, LD, 60 PSF ANfrWCOMPANY this drawing, any failure to bulk the truss in eonforhanee ►oho ANSI/TPI 1, or for Mandl shipping, s (�1Py •` hst.a.tbn 6 bracing of trust¢.. A seal an WE drawing or cover page listing this drowbg, YxRcates acceptance of Professional enpheer8q respor�llty solely fo- the design shown sine svitabsky and use of this drawing fo- any atructwe Is the respaisbWty front Drive of the Building Designer Per ANSI/IPI I Sect Eenh CiyeMO 7045 For here InFOrmtbn see this Job's general notes page end these web altos' '�jsldFeee,pc ;IrnlUtt�`t MAX. SPACING 24,0w ALI'Me sm,alpinalteconl iPl, www.tpinstorgl SDCA, wnshchdustry.orgl ICO wnJccsafeorg Gable Stud Reinforcement Detail ASCE 7-M 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 0rr 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ort 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ort 120 moh Wind Soeed. 30' Mean Heloht. Partially Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces (1) lx4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace x (1) 2x6 'L' Brace x (2) 2x6 'L' Brace x Group A Group B Group A Group H Group A Group B Group A Group B Group A Group B +> #1 / #2 3' 8' 6' 3' 6' 6' 7' S' 7' 8' B. 9' 9' 2' 11' 7' 12' 0' 13' 9' 19' 0' - S P F #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' e' 8' 9' 1' Ill 3' ll' It' 13' 7' 14' 0' 0) U0 H F- Stud 3' 6' 5' 4' 5' 8- 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' 111 13' 7' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13, 1' 14' 0' Q) #1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12' 2' 13' 11' 14' 0' —j S P #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' lt' 7' 12' 0' 1 13' 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' III 8' 9' 9' 1' 10, 1' 10, 10' 13, 8' 14' 0' [U D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' e' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' S' 8' 6' 1' 7' 9' 8' 3' 8' Il' 9' 7' 12' 2' 13' 0' _U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10, 6' 13, 3' 13' 9' 14' 0' 14' 0' _ U S P F H F #3 4' 0' 6' 7' 7' 5' 8' 4' e' e' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' B. 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' O Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' it, 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' II' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13, 3' IT 9' 14' 0' 14. 0' #3 4' 1' 5' lt' 6' 4' 7' 11' e' 5' 10, 0' 10, 5' 12' 5' IT 3' 14' 0' 14' 0' Q1 D F L Stud 4' 1' 5' Il' 6' 4' 7' It' e' 5' 10, 0' 10, 5' 12, 5' 13, 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' t0' 2' 11' 0' 11' 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, Il' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' U Stud 4' 5' 7' 7' e' 1' 9' 2' 9' 6' 10, IS' It, 5' 14' 0' 14' 0' 14' 0' 14' 0' x d O zz F Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, It, 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' S P #1 4' 10' 8' 0' e' 3' 9' 5' 9' 9' 11' 2' it, 8' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' 8' 7' 11' 8' 2' 9' 4' 9' e' 11' 1' Il' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' o' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10' it, 11' 5' 12' 8' 13' 7' 1 14' 0' 14' 0' Bracing Group Species and Grades - Group Al S uce-Pine-Fir Hem-Flr al / tl2 Standard a2 Stud a3 Stud A3 Istland.rd Dou has Fir -Larch Southern Pinewxx 43 03 Stud Stud Standard Standard Group Bl Hem -Fir N1 & Btr N1 Dou has Flr-Larch Southern Plnexxx at at a2 #2 Ix4 Braces shot( be SRB (Stress -Rated Board). "For lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these -odes. Goble Truss Detail Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. ay^^t( Attach 'L' braces with IOd (0.126'x3.0' min) malls. Abou able Truss )K For (1) 'L' bracer space malls at 2' o.c. In 16' end zones and 4' o.c. between zones. Diagonal brace option, In (2) 'L' braces- space nails at 3' o.c. In SB' end zones and 6' o.c. between zones. vertical length may be T doubled when diagonal 18' X 'L' bracing must be a minimum of BOX of web brace is used. Connect L member length. diagonal brace for 690a 'L' at each end. Max web Brace Gable Vertical Plate Sizes total length Is 141. 9i X Vertical Len th No S flee 1 2x6 DF-L 02 or r Less than 4' 0' 2X4 better diagonal I + Greater than 4' 0', but I 4X4 less than 12' 0' Vertical length shown brace) single 8, In table above. or double cut 45' (as shown) at J-1 1 + Refer to common truss design for upper end, It peak, splice, and heel plates. ntinuous Hearing Refer to the Building Designer for conditions Connect dingama at "" 1111d not addressed by this detall. midpoint of vertical web. Refer to chart above for max gobble r�(64* length, —VARNDiCI.. READ MU F®.LDV ALL NOTES IN THIS DRAVINGI �.\` � j` REF ASCE7-10-GAB16030 esDtPMTANT- FLM491 THIDR S AVM TO ALL CONTPJCTIDIS INCLUDING THE DISTPUMS. �� �, Trusses require extreme care in fabricating. handling, shipping, nstolUng and br..Ing• Refer to and dlloGf�{�jS� �' DATE 10/01/14 Fe the latest edition of BCSI (tt ding Component Safety Information, by TPI and SECA) for` safety practices prior to performing these functions. Installers shall provide ter-porary hlebrad per BCSL �`� Iss noted otherwise, top chord shall have properly att.clwd structural sheathing and botton chord No DRWG A16030ENC101014 we shall hove a properly attachad j1d cMbre. Locations shown for permanfnt Iaterat restraint of web, - Qci shall have brang Inat.0 d per BCSI sections 113, 87 or BID, as applicable. Appty plot" to each face l�l! of truss and posnlon as shown above and on the Joint Detalls, untess noted otherwlse. Refer to drawings 16OA-z for standard plate positions. Alpbne, didsam of ITV Bulldlng components Grow Imo shall not be responslbte for any deviation from — ATE OF 4NIF AN ffWCOMPANY this drawing, any failure to build the truss In conrornance with ANSI/TPI 1, or far handling, shipping, L "0 MAX. TOT. LD, 60 PSF Installation L b-Ing of trusses. A seal on this drowlno — cover page Lis" this drawing, Indicates acceptance of professional ngkneering responsibility solely for the sh "n` The suitabRlty and use of this drawing 13119 Lakelronl Olive for arry structure Is the respartabOty of lino Bu0.®ng Designer per ANSVM1 1 S*cA Eada CDy.M063045 For more lnfor^atlon see this Job's general notes page and these web sited rf4%`f¢R�ee�\\\attd� MAX, SPACING 24,0' ALPINEi weaalpbidb4-1 TPI, www.tpt1.L. � SBM www..bcinduetryary,) ICO wswleaofeorg }},1 \ 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 0, 016 Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. ©Refer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Example, 2X4 2X4 2X8 \ v No 'L' or r( brace requirere d + I I In lieu of scab brace Gable Provide connections for uplift specified on the engineered truss desigm vertical length greater than Attach each 'T' reinforcing member with 48' 'L' or T' brace required End Driven Nalisn 10d Common (0.148'x 3.' min) Nalls at 4' o c, plus (4) nails In the top and bottom chords. Rigid Sheathing Toenalled Nallsl 10d Common (0.148'x3',m1n) Toenails at 4' o c, plus 4 Nall (4) toenails In the top and bottom chords. •T• This detail to be used with the appropriate Alpine gable detail for ASCE Reinforcing Member wind load. Gable �I I 4Nails Truss Spaced At ' o.c Ceiling ASCE 7-05 Gable Detasl Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14M5ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, _ A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, -- A18030ENC101014,_A20030ENC101014, A2003CEND101014, A20030PEDIDID14 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. 'T' Reinforcement Attachment Detall 'T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Dr - End-nall IN 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, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace Example) ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1,30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Goble vertical Length L30 x8'7'=11'2' 'T' Reinf. Mbr. Size 'T' Increase 2x4 30 Y. 2x6 20 v V ������ AN li1N COMPANY IWLakehnl� EaaC4,MO6M SAVARNDIUM READ AND FMLW ALL Mans ON THIS BRAVDA 621)FUTTANTWO fuRRIM THIS DRAWIM TEL ALL �i1RACT1RS MMUR bG TIE DWALLl M Trusses requhv extreme care h fabricating. handling shWha, installing and brats. Refer to and follow the latest edition of BCSI (Bulldhg Component Safely Information, by TPI and SBW for safety M.Z.rior to perfor"Ing these functions, installers shall provNa temporary br par "CS" Unlsrated otherwise, top chord shall have properly attached structu�at ahe°tfihp and bottan chord shall have n acing 1, attached r� celling. Locations shorn for pernonant Inttrnl restraint of webs shell Fnva bendr�p hataUW par B sz uctlams BB. 87 r 810, as apW�able. Apply pintas to each face of truss ornd ppootion as shorn above and on the Joint Details, unless noted othP . Refer to drowwgs IGOA-2 for standard plate positions. Alpine, a "Stan of ITV BUAdno Components Group Inc, shall not be responsble for on deviation from this drawing any fakre to build the truss h conformance with ARIR I. or for h°nulng. "ping, hstauatbn k bracing of trusses, A tool on this d^nwhg r over Pa listing Ws dra IMcates of gt enplrwrbp % rattly for tin shorn The shllobltky and use of this di awkg for °M' '+ Uhe l'esponrltity of the WA&V DerlQher Per ANSI/TPI i Sec2 For more information see this Jah'r gentrol notes page wW thane web sit.. ALPINE wwraloheitwcons TPD www.toknst,°rm SBCa w m .oral ED wwwlccsefe.oro ,,',"SOU" �V£ p4T/y�O'y r,c a> �••,''�. r NO GA71U * r } - ° _ = �` "rAT f r'b '• ^�c. ',t o a a,?. ®��:' wmssvesa mpnammxss,n .......r, �"��~ _..�...wy.............. MAX. TOT. LD. 60 PSF REF LET —IN VERT DATE 10/01/14 DRWG GBLLETIN1014 DUR, FAC, ANY MAX. SPACING 24,0° Hip Frame Details Hip Frame 2; 'R' Lthed 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 hip frame system where indidi cated. Flat top ASCE 7-02, 140 mph, 30 Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must So. Pine lumber, Residential, Wind TC DL=4,2 Kzt=L00 Structur anels must be properly attached directly psf, To hint%%"-VKV�r rLIns. ..WARNDeC� READ Arm 1�1AV ALL NDTEB IN I= BRA`m+° e'er- GIN REF HIP FRAME oD&QiTANTu fMO91 THIS BRAWM M ALL f1NTRACTmL4 DMMM THE DWALLER& Trusses require ewtrene c¢re N f¢brl-", hundling, sWpp,rQ. lnstalUng and bracing Refer to and '� �\ s� follow the latest emtim of DCSI (Bu'd"O Conpment Safety In'—tlm, by TPI and SBCAI for safety Na [� % DATE 10/01/14 practkes prior to performing these f—tiions. Installers shall provide temporaryy bradng per BCSI. _ UMess noted otherwise, tap chars shall have properly attaches structur•at sheatMng aM bottom chord c * _ DRWG HIPFRI801014 ^ shall have a properly attached rlgitl certNp Locations cYnwn for perwanent lateral reStroNt of ..be - - �UjNF shall have brads installed s per SCSI secd — the J or BIC, ils nppikabno Apply plates to enm Foca Q lU� aF truss and ppooahbn as shown above and on tf+e Joint Details. unless noted otherwise. - S• A�E Refer to drawings 16OA-Z far standard plate posttlons. .9 OF AtpNe, a mvlslon of ITV Building Components (iraup Inc shall met be spmsible for anyy deviation From A\ Q f1%i RW OOMPANY this drawing, anY fn86ure to buUd the truss N cmFornnnce with ANSI/TPI 1, or for hnndUmg. shbpbv, i/1. 0 - 1 OP, Nstallaikm L bracin of Musses. ti 1 m Apse et on this dawhV or cover page UsttbV this draeNg. Indicates acceptance of professlmelat'.— The suitability and Qy� GGGv i�� / 73389 Lakelronl Drive for m_ }y s ructurorosTthesdidiraspo s6iky of the Building De&tww p- ANSI/TPL 1 Ser2 �� '�!g;TtF�y��+A 1 Eanh City,M0630d5 For more information see this Job's general notes page and theca web sites de1��•1s1Ifl10141T1LTl ALPINO wewalpinsltw.cml TPB e►etpinstorgl SBCAi eew.sbclm&stryargl ICO weelccsafearg 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 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, sane species and grade or better, attached with 10d box (0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at Mid -length of web Is permitted with diagonal bracing as shown In DRWG BRCLBANC1014, Top chord of truss beneath valley set must be braced withl properly attached, rated sheathing applied prior to valley truss installation, Or Purlins at 24' oz. or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design, xxx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0', 2X4 / 4X4 12 3X4 Valle 12 Spacing 2X4 X4 Pitched Cut Square Cut Stubbed Valley Optional Hip I-- 8-0-0 Max --i Bottom Chord Bottom Chord End Detail Joint Detail Valley �_. Ilrrl Valley 20-0-0 C++) -i Supporting trusses at 24' o.c, maximum spacing. Partial Framing Plan - KM AND FMUN ALL NDMS ON TWS ➢RAVINCd ��" �UF �i -WMTA1Rss �,aN T= BRAVM M ALL COMA==,,,,,mM IM MST = � S'j�,a,, TC LL 30 30 40PSF REF VALLEY DETAIL Trusses r.gm4a extreme cars In fobrkatkV, handeng, ~Kj, kmWUng and bradng. Refer to and s. V�G1-. �1� ✓�j �C DL 20 15 7 PSF DATE 10/01/2014 em lotto- the latest tlon of BCSI Gwaing Component Safety Infornotlon, by TPI and SBW for safety octkea prior tero perf—ing these fuxtl— Installers sMU Provide ttnporar llXnly bra per BCSL ess —t.d othwise, top dve wrd whoa haproperly att-hod .truct—1 sl.eattvng � bottom shore �� HG DL 10 10 10 PSF DRWG VAL160101014 .halt have o proporly attached NOoId cNUnpp Locations shown for pwrn mt lateral restraint of webs shall Imve trot o k. we s per HCSI aecd - B3, B7 or Bls, as npplkob- Apply pietas W mach face — 0 of truss a A p"dtwn a. shown bay. and - the Jens DwtoBa, elesa natal atherwlsv. LL 0 0 0 PSF Refer to drawing.. I6CA-7 for st-W.rd plate positions. — � � T --- Alpine, a ,vision of ITV Biltdal camp—wnt. craw Snc. snau not be respansml. far a devktt- iron — TOT. LD, 60 55 57PSF AN RWCDMPANY this drawkV, any foib re to buad the truss In confornonce with ANSLnPI 1, or for harvuup, O*V'p g. TE QF hstaUot$.n L bracing of trusses. y A swat — W. i,.*v or cover page UstkV this dr..E g. huft tas acceptance of P.-f-clonal �'�^ !!yy •+y ew the d.. shown Th..0tabttty o W us. of W d-.kv .� Q (�j f] ©� / (f ^UR.FAC.1.25/1.33 1.15 1.15 13388 Lakefronl Ofte for arty the rospar,�Nlty of the BJtdtiy Dvslpner per M6i/iP1 1 SecZ /�` t'7 l ��. EaMCiIy, IA063048 For none Infor.mtbn see this Job's general notess��a age .d these web sIt.. �'i, fi,��f (;.�' .� SPACING 24.0' ALPINE, wn.aW.It—onj TPI, nw.tpinst orgi SBCW .n stryorgi ED wwJ--- F—g �j �� q Piggyback Detail - ASCE 7-101 160 mph-, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 Ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 Psf (min), Kzt-1.0. Or 140 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0, Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports addltional loads such as cupola, steeple, chimney or drag strut loads, lilt ReFer to Engineer's seated truss desian drawino for oloovback and base truss soecificatlons. Detail A l Purlin 12 Up to 12 4' 2' 2' Spacing = 24' o.c, or less .Npacing = c.c. max 4' I —Top Chord Scab <Typical Each End) Flat top chord purlins required at both 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 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0,128'x3') at 4' o.c. 12 Attach purlin bracing to the flat top chord using a minimum of (2) 16d box nails (0,135'x3.51). Up to 12 V i i i i 4' \\ I I \\ / I I I I Purlin Spacing > (/ 24' o.c, max Futt Top Chord Scnb (Typical Each End) Chord Flat top chord purlins required at Depth both ends, purlin spacing > 24' o,c, Notes If purlins or sheathing are not specified on the flat top of the base truss, purlins must be Installed at 24' o.c. max, and use Detail A. eeVARHM il— REAM AND FOLLIIV ALL !SITES 1H TWS 13RAVM ^ ewWMTAHT+e RMSH T= MRAVM TM ALL CWiRACT= IMUM1Nh THE INSTALLERS '1_.Ct)/ Trusses require extreme care In Fabricating, handling, shipping, instatting and bracing. Refer to oM ��++C CC fatale the latest etlitlaul n of BCSI CBdeg Component Safety Infornutl`on, by TPI and SBCA) for safety \V c1 /� procticoc prior to performing these functlons. Installers cheat provide temporary bracing per BCSI. ` nv �V b Unless noted otheretse, top chord had have properly attached structural sheathing and batten chord ,V shall have n properly attached MgW ce4ing. Locations sham Far permanent lateral restraint of eebs shall have and Installed Per BCSI sections the J or DBID,et as np,Ae%cbno Appalyh pintas to aaU face = - of truss abr ppoosKbn all horn above Man the ,wl,t Metals, applcs noted t else. Refer to draw Won for standard Ptete positions. ` AN ITWCIOMPANY Atpine, n rsvlcbn of ITV Bulld�g Conponantc crowup Tic sheal not be responsible far ony deviation fora, + -0 this droelnM, any Fa4ure to bulldthe truss N confornarra eith ANSLTPI 1, or for FnndBnp, sWpp4g, + +xj � 'qT� Or tnstollotbn L brocing of trusses. a (�,..y+�l A SCnI On this draeag Or COVer page llstln0 Ws draekg, b�dcatec acteptnnae Of profEsskmt NQ W argin ny v respw160.1ty solely for the dealpn shorn. The sultoblky aM use of this drortng �J Id ) G iar any structuro Is the resporWhllty of the 8,idkg Deslprur per ANSI/TPI 1 Sec2. �4y 13389 Lakefront Drive 11 ,�l/ Earth City, MO MS Fee more InFarnotion sae this ,Job's general notes papa nM these ee6 slteda ^'� "0�"}AI A d rAli��` .l\� 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 q3 grade scab (1 side only at each end) attached with 2 rows of I0d box malls (0.128'x3') at 4' o.c. Attach purlin bracing to the flat top chord using (2) 16d box nails (0.135'x3.5'). The top chord q3 grade 2x4 scab may be replaced with either of the followings (1) 3X8 Trulox plate attached with (8) 0,120'xl.375' nails, (4) Into cap TC 4 (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'x1,375' nails. Note- Nailing thru holes of wave plate is acceptable. x In addition, provide connection with one of the following methods) Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0.120'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'x7/16' (min) APA rated sheathingg ggussets (each face). Attach @ 8' o.c, with (8) bd common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF 112, full chord depth scabs (each face), Attach @ 8' o.c. with (6) 10d box nalts (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 plggyback plate to each face @ 8' o.c. Attach teeth to Igg back at time of fabrication, Attach to sup�or 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. SPACING 24,0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 - - 3NIOVdS +o��:� hfONlij ,.,Vg y6 1 rg,� Q * �$' U-630»>r... 337 1FJ}anPWsgs•aas VMS ro40Y34%— iIdl JW—$jbLqCjVAAA ,3wdlV scrip qas oss44 pus #Svd sa}ou loJaua6 sAor srp R sox uovuJo ul oJow JOj Jad JavEryaa aWl^9 a4i RS914�aJ sl aJrq�Jis SKE9 OVV4D 41Ja3 wi woo e aI 0 I M 169EE1 'oVj 'd l`idA 23aS [ Idl/ISNV So ,tuo •A! fires !o ai7, pu• R}nw nos a4l ,,.wi uB13ap Jne �wls it a+ aM•+4Bua '� /'� {,,/lsq -4J, PamrysaaoJd !o a-nqd-- sa}o03xq e,.oJp Sl4} agisn J•wm n e,1—p 3rR uo Ioas V • =� JO w 'SasSM} !n ABp—9 OORnp -W '0 Jn Jo '7 l '�d�4�• u�uU4 6SM} d,ii, 03 aJ,lifO! �Yp 'C�OJP 6rii dSd Q1 'lo �7 V V _ /� _ ! 7d117SNV Oil d l Mq pj wJ! uq>oNaP Run Jo4 alNsuodsaJ a9 iou hags �uI d^sod nH All !o u%31w9 o 'a4dV %�i�INQ7 1 i'� 3Sd ,'1 z4f A$d -IQ o 3Sd 1Q �l 3Sd 7� 3l y�. Y . S�� �/ N�a ./� �,a��` �''�,,��'InJ ���r+`•+ az ld p p vS 's+'ol3Rod mold P.roPuo79 Jo! 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AlddV 'dula2l-"1 dulaa I JO q-uawao.40juia�j-1 'qaM �O ao103 yooa o} goos (T) AjddV qam jo aood aplm uo goos la:�ua0 oK) 'u6lsap paloas s,,4aaui6u3 uo aslm.laLP O pal,4pads ssalun Aagwaw qam uoq} Aag4aq Ao apo.46 pun sapads awns aq o:� :.uawaojojulaj goos to '}uawao.aojula.a--1 }uawao,4ojuja,4-1 009x2-2 9x2 SmOJ 2 8x2 8x2-1 9x2 Mo.a T gx2 0104xa-a 9x2 SMO.l 2 9x2 9x2-1 4xa mo.a T 9x2 4xa-a 9x2 smo.! 2 4x2 JO Ex2 4xa-T 4xa mo.J I 4x2 JO Ex2 dulaN gooS 'dulad -'l .ao -1 }ulo.A}sa2 az15 4.uawaoa.4ojulad anl4.ouJa:�IV y10 palOpadS Aaclwaw qaM •adA4. 4.uawao.lo,4ula.4 a}.ol.ado.Addo 4gIm u6lsap un.a_a a .4.uawa:)jo jula A aAl}ou +a}lo wnwlulw ,ao j 'aAl:.oA.4asuoo aq Cow molaq ljolio ul pa13Pads 4.uawao,Ao,4ula.4 anl}ou.la}IV •:.uawazwojula.4 goos jo Tuawaoauo3ulal--1 JO }uawaouo3ula.4-1 o} su6lsap papas /old al6uls uo umous 21'10 paldPads ay} 6ul6uoq:) io3 algoollddo Aluo sl llo!�ap slUl 1sa:.oN •pa,ilsap sl poy}aw 4.uawao.4oiula A qaM anl�,ou aa: io uo 4.nq u6lsap ssn.4} o uo paljloads sl (NIO) }ulo-4sa8 Io.4a}off snonul}uo3 o uaym pasn aq o:. sl ilo}ap slul uoi:.n4-io.scinS jaolwaW 6up Ao juia�j y]3 Cracked or Broken Member Repair Detail Load Duration = 07 This drawing specifies repairs for a truss with broken chord Member forces may be Increased for or web member, This design is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and secles as damaged member. Apply one scab per face. Minpimum side member length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel. Nall Into 2x4 members using two (2) rows at 4' o,c„ rows staggered. Nail into 2x6 members using three (3) rows at 4' o,c., rows staggered. Nail using 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detall is limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In loads. s do L L T Typical ~ + o + o o+oo + o +\'�"+ o + o + h- Stagger + = Back Face 10d Box (0,128' x 3', min) Nails, o = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staggered Nail Spacing Detail Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 24t 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 1 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# MIMMUM L Distance —VARNRXPN READ AND FDLLDV ALL NOTES IN THIS DRAVINGI __.... -. / -., ..DU43RTANTv FURNISH TM WAVING TO N.L CONTRACTORS ICUMM THE DuraLLERs �` Q �E� r� +-0�REF MEMBER REPAIR Trusses require extrent care ' fabricathg, handltng, sMpphg, installing and brn Refer to and f1Dae 1 latter *It- Of BCSI CBundng Conpontnt Saftty 11-1ation, by 11 nn Stl stl 1A1 far ssftty �� � �' � , DATE 10/01/14 Mpr CtlC.. prior to ptKOrmhg these flnlctlons. 1n toilers Shall pr-Ift tellporary braclng per BCSL NU. ess not¢d othersise, top chord shall have property attached structural sheathing and bottom ah DRWG REPCHRD1014 shop hour o properly attached Blgd c.nkv Locatlons shorn far permanent lateral restraint of cabs y s Q f7 ONF shall have braCing hstnited per 8 St sand on th B7 or Details, ils applrahno Apply plates to each fate Yi I� OF tr�Ss and ppooS�tlon as shOm above and on the JOMt Dtta15, unit55 nOtftl Other.iI Refer to drae4lps 16DA-Z for stnndortl plate positions. IJ i` a Alpha, a divislon of ITV Building Components Group 1l shall not be responsible for my deviation from AN RW ODMPANY this daehg any Failure to bu6d the truss In cwFornance etth ANSI/TRI 1, or far hand trig, shipoV, blst.11atbn L bracing of trusses. Si O A soul on this draeing or cover page UstYp this dmvi ig, 4dcntes ncvptance of professloml �i�� �n [� `V♦♦♦� engbiearYg responsmlUty salNY for the tlesiggnn shorn The svltsbsity ord use of this tYneblg C Fr far an st,vchue Is the respons6lUty of the BuRding Denlgner per ANSIMI 1 SecZ V ♦�♦ 13388 .",. nlbdve y 4Z S�UNAL �t EaM City, MO 63045 ALKNE :e:a;l,Ql� "j rPit:.ttsp4UtwV1 SBBcC& wire cncMdustr Are; uo ..e cab tcafeorg r'r'11101 ttttat`tt SPACING 24A' MAX STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' OC MAX, LENGTH TO TRIM EXISTING FILLER — SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, — USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. — USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, — LOCATE VERTICALS AT 4'-0' D.C. MAX„ OR SEE NEXT OPTION, — IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR — 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH). APPLY REQUIRED BRACING (SEE BELOW). — ❑PTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX, FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (❑R FLAT BOTTOM CHORD SECTIONS OF A TRUSS), BILATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING- EXCEED- 10'-0' D.C. FOR A SINGLE —PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO -DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED--AS-BOTT❑M CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' D.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' ❑.C, MAX, SPACING AND 10PSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS NnTP'n ON THIS SHEET P USE THIS DETAIL F❑RI ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME, 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, 3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'—O'), 3E FRAMES ON CANTILEVER SECTI❑NS OF A TRUSS. N❑TEt FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD C❑NDITI❑NS 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 JOINT, — IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE), FIELD APPLIED — PLACE FALSE FRAME CHORD IN —PLANE WITH THE TRUSS. — CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. — JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3> 10d BOX (0,128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLE — MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND Bd NAILS (0,113x2,5') @ 3' D.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED, — VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,120') x1,375' NAILS INT❑ EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS- ATTACHED WITH 4 NAILS), — IF NEEDED-,—THE—FALSE—FRAME. BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE --JOINT, ATTACHED WITH (6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY), .mwu MT— final `=`aR°AVANDu�c cmfnz== �unM THr 11W .�`����p" ���RT ���''� REF BC FILLER Trusses require extrene care In fabricating hmdit, shipping, butalRnp one troche Refer to and : �C� \/.� �, �rr�,t' DATE 10/Ol/14 follow the Wiest emtlon of SCSI (9"no Conpanent Safety Information, hl, TP[ orW SBCA) for safety V practius prior to perfornM9 these funcVons. Instaiters shaLL provid. temporu�y �bracing per =L ��� �I ip UN"a no tee otherwtce, top chord snail haw properly attached ctnch,rnI shvnwnG and tattoo N DRWG REPBCFIL1014 r shall have a properly attached ;laid ce0.ing. Locatbns sham For pernaneM lateral restraint of •ohs stmtl hove bracing lnstnLLcd per 9CSI sections ]13, Ii7 or Idp, os apdplkable. Applyy plates to each face of truss arH pp dtbn as ahom above and on the Joint Getosc, ullles6 rotetl otherwise. ii F4 Refer to dro•Inas 169A-Z for standard plate podtiore. Alpine, a division of TTV Mani; Conponents Croup Irw shot[ ro! be m anslWe for any deviWan f vS A I: C1F' AN RWCOMPANY this drawft any fallure t bJW the truss In confwnance with ANSVTPI t, or fw handling, SNpptrp, ,q installation L bracing of trusses. A seal on this dw•6g or cover Pape llstl+g this dr-ing, 6tdcates acceptance of' professional =.9 Co- resptinsettlty sdNY Par the desiGn dram Thr :Wtab9ny nrd use oP this dro•bq i ® Q R % \fir y 13389 LakeGonl Orive °�' W rssponsWttY of tro Gistding G•dGK+" per AtitVlPl 1 SecJ'. Earth City, to 63945 For more tnFamatlon see this Job's General notes page and these web sites r tH`41e a�, ��� ALPING w••.aiolnfit•.cani TPL srs.totnstorai SBCN www.sbchdu ",ordi ICO mJccsafe.orp f,.� vM tit _ _- SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 Mph wind, CAT II, EXP C, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft clean 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 C0,128'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, .■WMTMT— MOM Taste VM M FMJLAiL�CURMUMSS IMMU NOTES EW TM w � MTALLM �\±T'v l`�/+ TOTAL TOP CHORD REF 2X4 SCAB ❑,H, Trusses require —trene awe In fabricating, handling, chipping, Installing and brothy Refer to and CjENs LOAD NOT T❑ DATE 10/Ol/14 folio. the latest edition of BCSI 111 Conponen! Safety Llforxtmn, by 11 and 11 For safety ` gQ' �\ EXCEED 40 PSF practices pr% to performing these functions. [nstnilerc shall prarlde tw.pwary braeng per BCSL !✓ Unless noted other.i... top chard shall have properly ttnch.d structural wMatwg and bottom shard _ No f CDEAD PLUS LIVE) DRWG ❑HSCB2X41014 shag have a properly attached rigid ce0.ha Locations shown for permanent lateral restraint of .ebs Q f7 shall have Maclrg Installed per SCSI eared on the J or BID,Details, as unless te. Applydot Plata. to each face = y of trues " po "tion as shown above and on the Joint Detnls, uNecs noted otherwise. 72 Refer to drowinps 16OA-Z for Standard plate positions. A.i. OF Alpine, a division of ITV Pulding Components Graf Ina shall not be responsible Pow any deviation Fr- AN f1WCOMPANY thin drawing any Failure to build the truss in con ornance with ANSI/Tpt 1, or far handling, sWpping, 5 ,p hat.11otbn 6 6rocing of trusses A wed on tHs dro.hg or cover page Dsthp thls dro.hg, hdlmtes --'Pt— of Profesalanul �� �® �4 ,V It- res'pa�llty solely for the design ah.— The .Wt.Mty one us. of this drawing ��. ,�` DUR, FAC, 1.15/1.25 13389 Lakelmnl Drive for any a � b tlro responsMhty of the B�BMg Designer per ANSLIM i SscZ QL@T�t,, \� Earth City. M063068 ALPINE, www.alpineitw.con arTP www: tpMiL.orglaSECA, weetsbckmiustryorgj ME, www.1-safearg 4�f/ �©NAL ,t♦\'ttt`! SPACING 24' 9, I STRONGBACK BRIDGING REC❑MMENDATI❑NS I BUTT STRONGBACK BRIDGING TOGETHER 4' ATTACH SCAB WITH 10d BOX/GUN 4' —0' 2x6 (0.128'x3A') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE) IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL N❑TE1 Detalls 1 and 2 O (2) 10d COMMON (0.148'x3.3.) OR BOX/GUN (0,12B'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0148'x3.0') NAILS OR (4>10d BOX/GUN (0.128'0.02 O NAILS. are the preferred ATTACH STRONGBACK TO WEB W/ (3) 10d COMMON-- (0.148'x3') NAILS OR (4) 10d BOX/GUN / M28'0.0') NAILS STRONGBACK BRIDGING ATTACHMENT attachment methods O STR13NGBACK BRIDGING SPACING REQUIREMENTS Up to IV None recItgred ID' to W l roe (et center of SPW 2' to z ron (I at each V3 ) to 0 3 rues 0 at eah 1/4 Byer 4( revs at BI tw pdft ZATTACH STRONGBACK TO BOTTOM CHORD WITH (?a M10 — 3' SCREWS ALTERNATIVES All scab -on blocks shall be a minimum 2x4 'stress graded lumber.' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber,' The purpose of strongback bridging Is to develop toad sharing between Individual trusses, resulting In an overall Increase In the stiffness of the floor system. 2x6 strongback bridging, positioned as shown In details, Is recommended at 10' -0' o.c. (max.) The terms 'bridging' and 'bracing' are sometimes mistakenly used Interchangeably. 'Bracing' is an Important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each Individual truss component. 'Bridging,' particularly 'strongback bridging' Is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce 'bounce' or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the Installation of strongback bridging and therefore Is strongly recommended by Alpine. For additional information regarding strongback bridging, refer to BCSI (Building Component Safety Information). M" ARNMON W.0 Na RUM" N.L NortS ON 71°s Bi/1D1O ee0) MUMM FTRDM fl4So� V= TO Nl COIIRACMM W1UI1fi TIE DISTALISIM ,,.+__+++_= Tj 1i TC LL PSF REF STRONGBACK DATE 10/01/14 Tresses dllr"! fabricating, hnndleq. �pilg, Instalarq and brodrha Refer to and follow the latest edition of BCS1 (swig Corponent Safety 7r forrntia4 by TPi and SBW for safety ` � ygl.G'.�I.'A'.1 y �„ .,ter .'., TC DL PSF de orm leattached rs shall �o-�°l >he° button dud UnlessCenoted otherior to vise, � chord shall hthese ow *e � wraa2 n I� IN property shall have a property attached Hod ceANe. Locations shorn for perrcnent Ioterat restraint of webs shall have bra ehstnllyd per I sections 83, B7 dr BIB, ns °p�pltk dA*. MptY plates to each face x ++ BC DL PSF DRWG STRBRIBR1014 d �� of trues and as ahem above and an the .Mint Details, uidess not othereise. Refer to draw �'lsQ; STATE OP, BC LL PSF s 16CA-Z for standard plate positions. �"r�c'•.; OiiFd.*•�®�.^�• AN RwmMWWY M"'�a a a division of Iry Building Conponrrts Cr v Ins. shoR rat be mspontmte far any d �n ra, dig, any failure to build! the truss In con?` ance vM ANSI/M 1, or far handling, ' 'aS�rQNa-WO, , sss TOT. LD. PSF 4nstaltatlan L Iradrg of trusses, A seal dill this af!u1"�afil1ttpy Or cover papt _ forthe USVAV shaven. TIru Indicates acceptance ouse of f Pr' chisimPAWAty e�a.Yg ' .ans.,e.rsaveoe+numssamrs .a . ..-_�.�,�. DUR. FAC. 1.00 13389 Leke8ont orNo Par�ttrere b the r�espons"ity of the blft Bmww per farm I Tee m._.. SPACING Earthd _�'MO 63045 . __ __. Fdr note hFornation see this Jobe perhernl notes paappse and these eeb sltehs ALPDEd mdpMkw.conl TPL www.tp6tstara SBCN msbdndus4ydrol 1Cl? awwlcro csnPeo ....�<....e...._.....�.�..-. "^