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Home My WebLink Abouttrussi i Qnev orrrPOWMS, LLL i F—Job Information: Customer Name: DR Horton RANEY COMPONENTS 19900 Independence Blvd. Groveland, FI 34736 Phone: (352)429-9429 Fax: (352)429-7429 Address: Creekside Lot 128 8428 Cobblestone Dr Description: City, State, Zip: 4EHB Hayden-2601 "D" OW Ft. Pierce, FL I ��rlir.iv Ir�f�rm�finn- j Cover Sheet Order # JOB # 136DCS128 i Printed: Fri, Aug 25 2017 FOR Name and License Number. Roof Loads: Floor Loads: TC Live: 20 TC Dead: 7 BC Live: 0 BC Dead: 10 TC Live: 40 TC Dead: BC Live: BC Dead: 10 0 5 Building Type. Wind Type: Bldg. Code: Wind Std., Wind Speed: Bldg. Useage: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages or sheets covered by this seal from: 1 thru 51 Total 51 # 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 801GB 15 B01 16 B02 17 M2GB 18 M6GB 19 M6 20 V1 21 V2 22 V3 23 V4 24 V5 25 ER 26 EJ2 27 EJ2A 28 BJ5 29 BJ5L 30 BJ3 31 BJ3L 32 BJ1 33 CJ7 34 CJ2 35 FT1 36 FT2 37 FT3 38 FT4 39 FT5 40 FT6 41 FT7 42 FT8 43 FT9 44 FT10 45 FT11 46 FT12 47 FT13 4B FT14 49 FT15 50 FT16 51 FT17 aeo�� a ��ii►��r •�'\G•E NSF No 0 100• /STATE OF 0000,'s/O N A� Page 1 of 1'�� C+��+� RANEY COMPONENTS t7ney 19900 Independence Blvd. Groveland, FI 34736 O1tMJCli7C191•S, LLC one: (352)429-9429 * (352)429-0304 * Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS128 Printed: Fri, Aug 4 2017 Gov inrormarion: Address: FOR Name and License Number: .ustomerName: Creekside Lot 128 )R Horton 8428 Cobblestone Dr rescription: City, State, Zip: -EHB Hayden-2601 "D" OW Port St Lucie, FL Roof Loads: Floor Loads: TC Live: TO Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead: 20 7 D 10 40 10 0 5 Bldg. Code: Wind Sid: Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT it C MWFRC & C&C W/M Pages or sheets covered by this seal from: 1 thru 51 Total 51 # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO 1 A01 2 A02 5 A05 6 A06 9 A09 10 A10 13 A13 14 B01GB 17 M2GB 18 M6G6 21 V2 22 V3 25 EJ7 26 EJ2 29 BJ5L 30 13J3 33 GJ7 34 CJ2 37 FT3 38 FT4 41 FT7 42 FT8 45 FT11 46 FT12 49 FT15 50 FTt6 3 A03 7 A07 11 All 15 B01 19 M6 23 V4 27 EJ2A 31 BJ3L 35 FT1 39 FT5 43 FT9 47 FT13 51 Manuel amhrtim 4001SA38FF5BBIBOBB7F+ 0099ZE85FB ,*,4 tAa ,A Mwtfn ,. amthantsca:*M=*, ft!=d aoy�.xaafua aia===• nuts ,l&nii 4.d=i2d mac 3hew.,Z"=d limcodo mmt Urx'ctdfad m wrdodro.;1: x Pks. File COPY Page 1 of 1 4 A04 8 A08 12 Al2 16 B02 20 v1 24 V5 28 BJ5 32 BA 36 FT2 40 FT6 44 FT10 48 FT14 Digitally signed by Manuel Martinez DN: c=US, o=ldenTrust ACES Business Representative, ou=M AND E ASSOCIATES P.A., cn=Manuel Martinez, 0.9.2342.19200300.100.1.1=A010980000 O4,B4CF8FE960000211F Gate. 2017.0'8.0416:41:08-04'00' Adobe Acrobat DC version: 2015.006.30306 x >- Job Number: 136DCS128 Ply: 1 SEQN: 746847 / T10 / COMN 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty: 2 FROM: AH DRW: Truss Label: A01 I Wgt: 200.2 Ibs / ... 08/04/17 6'4"7 7'10" 142"13 18'4" 22'5"3 28'9"7 30'3" 36'B" 6'4"7 1'6"1 6'4"4 4'1°3 4'1"3 6'4°4 1'6" 64"7 16M '01-10308 =4X10 m4X10 =H0308 1023'4 5 2'2"13 8'2"7 2'2°13 5'9"5 6'2"l1 6'2"11 12' 14'2"1 225"3 30'5"5 36'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: C Mean Height: 22.84 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.67 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP Al Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 113012013 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. 1 13"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), 1 st panel point: (0). Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg NA Ct: NA CAT: N1 Pf j NA Ce: NA Lu; NA Cs: NA Snoiw 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, HS 11 fi 4X6(A2) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in foe Udell L/# Loc R / U / Rw / Rh / RL / W VERT(LL): 0.159 G 999 240 B 1537 1704 / 855 1- / 395 / 5.5 VERT(TL): 0.346 G 999 180 J 1474 1666 1786 /- / - / - HORZ(LL): 0.064 K - - Wind reactions based on MWFRS HORZ(TL): 0.140 K B Min Brg Width Req = 1.6 Creep Factor. 1.5 J Min Brg Width Req = - Max TC CSI: 0.592 Bearing B is a rigid surface. Max BC CSI: 0.759 Max Web CSI: 0.688 Maximum Top Chord Forces Per Ply (Ibs) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp- -B 27 0 F- G 1456 - 2193 VIEW Ver: 15.01.01.D402.19 B - C 1548 -2797 G - H 1287 -2183 C - D 1244 -2218 H - I 1261 -2222 D - E 1270 - 2179 I - J 1608 - 2817 Of 9TY t)15AFF 5ti 8� Lti36 4$ Ctti' 99. 85 Ft3 9#is btsraiiaaraa ete�sz2�ras8�,� xde�+tey:� rmartx,. (EL.uc.�&a:jcs�k�'ra.�nsw�EaL+¢wa cc"�$xsiaA.x men ' 1a. sa�'.aup�ssd sre�tcx�adstre�.a�d .�alaak �! 2¥�cx. anCtaA larr�t: m�r#fdc�.racdectmr.:k.. rinz. E - F 1452 - 2191 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 2443 -1275 M - L 2461 -1322 P - O 2441 -1275 L - K 2461 -1322 O - N 2441 -1275 K - J 2464 -1322 N - M 1502 -588 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P - C 274 -10 F - M 967 - 650 C - N 470 - 586 M - G 409 - 381 E - N 410 - 383 M -1 524 - 606 N - F 961 - 647 I - K 278 -14 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handlingg shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, bV TPI anc7'SBCA) fo'r satPety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 610, e. AppTy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of any 1!s drawing,any failure to build the on this drawing or cover pa re edesign shown. The suitability Job Number: 136DCS128 I Ply: 1 SEQN: 676093 / T29 / HIPS 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty: 1 FROM: AH DRW. Truss Label: A02 Wgt: 235.2 Ibs / ... 08/04/17 6'4"7 7'10'(3 14'2"12 17 19'8" 22'S"4 289'7 30'3" 1' 6-4"7 +1'6" 6'4«3 '} 2'9.4 2.8« +' 2'9"4 + 6'4'3 1'6" 647 =5X6 912X4 =3X6 =4X10 =3X4 =4X10 =3X6 012X4 F1' 8'2"11 5'9"5 2'2"12 4'1"4 4'1"4 2'2"12 5'9"5 B'2"11 1� 6'2"11 12' 14-2"1 18'4" 22'5"4 24'8" 30'S"5 36'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 22.50 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to It Spacing: 24.0 " 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 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" 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 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) 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 Pf: NA Ce: NA VERT(LL): 0.137 E 999 240 B 1447 1705 1862 ! - / 384 15.5 Lu: NA Cs: NA VERT(TL): 0.315 E 999 160 K 1447 / 705 1862 / - /- 15.5 Snow Duration: NA HORZ(LL): 0.058 M - - Wind reactions based on MWFRS HORZ(fL): 0.133 M - - B Min Brg Width Req = 1.7 Code / Misc Criteria Creep Factor. 1.5 K Min Brg Width Req = 1.7 Bldg Code: FBC 2014 RES Max TC CSI: 0.554 Bearings B & K are a rigid surface. TPI Std: 2007 Max BC CSI: 0.574 Rep Factors Used: Yes Max Web CSI: 0.969 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 27 0 G - H 1498 -1972 WAVE VIEW Ver: 16.01.01B.0614.20 B - C 1587 -2618 H - 1 1311 -1961 C - D 1284 -2000 I - J 1284 -2000 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 * No 047182 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S-C 285 -11 P-G 221 -192 �r - Ao C - Q 467 -624 G - O 798 -630 • St15 OF E - Q Q - F 421 - 380 798 - 630 O - H 0-1 421 467 -380 - 624 F-P 222 -193 J-M 285 -12 40 015ASS FF 5B 81 BCD 8B 7F49 00 99 ZE 85 FB Thuitatn'i xk neleetac gx nod !seafcdbyrAarxu-e9r�arcaa , n 1a. uc.eastszl on tbC&W sh&Wa abaa wAo a sNR-1 x�en�sah�rs:�s:le, i�trd cs�sasnixt�s daer.�sst min a�crt crx�yisad c��d;;ealad as.E Ht mvsiai.-, authantkz iim mde not La�zdfitd a my d vdmW- C=Wl. "'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, handlinqg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI and'SBCA) for safety 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 attachM 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 Joinf 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 drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlinW shlppinp, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawingg indicates acceptance of ppro essionat engineering responsibility solely for the design shown. The suitability and use of this t��awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 71 Job Number: 136DCS128 IPly: 1 SEQN: 746849 / T16 / HIPS 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW City: 1 FROM: AH DRW: Truss Label: A03 Wgt: 233.8 Ibs / ... 08/04/17 L 6'4"8 T10" 14'2"12 11 17' 19'8" 22'5"4 28'9"7 30'3" 3618" 1- 6'4"8 �1'6"1 6"4"3 7 FL I 2,8" + 2,9"4 f' 6'4"3 } 1'6' 6,4.8 { =5X6 r oa p12X4 =4X6 =4X10 m3X4 = 10 =4X6 1112X4 L1' 6'2"12 5'9"4 22"12 4'1'4 4'1"4 2'2"12 5'9'4 6'2"12 f 1212 12' 14-2"1 1'12 22'5"4 24'8" 30'5"4 36'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.136 E 999 240 B 1449 / 706 / 862 / - / 368 15.5 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.316 E 999 180 K 1385 / 667 / 793 / - / - / - BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.058 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.134 L - - B Min Brg Width Req = 1.7 Mean Height: 22.50 ft NCBCLL: 00 Code / Misc Criteria CreepFactor. 1.5 K Min Brg Width Req = - TCDL: 4.2 psf 2. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.554 Bearing B is a rigid surface. 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 It Rep Factors Used: Yes Max Web CSI: 0.972 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 1168 -1459 Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01.0402.19 B - C 1589 -2622 G - H 1602 -1976 Lumber C - D 1288 - 2004 H - 1 1330 -1967 D - E 1314 -1965 I - J 1304 -20D6 Value Set: 13B (Effective 6/1/2013) E - F 1511 -1975 J - K 1649 -2640 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 "13B" uses design values approved 1/30/2013 by ALSC B - R 2286 -1328 O - N 1456 -702 j R- Q 2283 -1328 N- M 2302 -1358 Bracing 0 Q - P 2283 -1328 M - L 2302 -1358 (a) Continuous lateral restraint equally spaced on Or 1x4 'T" 80°k length e. ° ' "y P - O 1456 -710 L - K 2306 -1358 member. reinforcement. of web member. Same species & SRB grade or better, . e m' 8d Box Gun W. Maximum Web Forces Per Ply (Ibs) attached with or (0.113"x2.5",min.)nails 6" oc. q v aK o Webs Tens.Comp. Webs Tens. Comp. *°., R - C 285 -11 O - G 221 -193 Tray Scab(s) C - P 466 -623 G - N 800 -632 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach E - P 421 -379 N - H 419 -377 scab to face of chord with: Nails @ 8" oc, plus -- P - F 798 - 630 N - J 521 -642 additional nail clusters at: BRG.: (0), heel: (0), 1st (0). STATSOF F- O 224 -194 J- L 289 -15 panel point: Wind Member design based on both MWFRS and C&C.�� q 40115A38 FF 5B 81 EDBB 7f 48 00 982E 85 FB halt ltaresAaabsran aA:etr z itad'aed wal°dtt3 r{f2mA Tdartlnra, n in. Lk. 9471Hi1 °n the date sfmwnabma WAS a SMA4E Fib"d Capiffatfik dtxrrc¢arataxa notaxwarmd 0Fra:and w.18d =n majdedmrak rayias. `"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 anr7'SBCA) for satPety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly ,Iid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sectiens B3, B7 or 910, e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to a division of any structure is 1is drawingq an failure to build the on this drawiYng or cover pa e Le design shown. The suitability see this y Job Number: 136DCS128 Ply: 1 SEQN: 746850 / T8 / HIPS 4EHB Hayden-2601 "D" OW /DR Horton /4EH13 Hayden-2601 "D" OW Qty: 1 FROM: AH DRW: Truss Label: A04 I Wgt: 219.8 Ibs / ... 08/04/17 6'4"8 T10°9 14'2"12 115� 21'6" 22'�°4 289"8 t 30'3"{!_ 368" r 8'4"8 r 1'6"1 6'4"3 9"d 6'8" 9" 6'4"3 � 4 6.4"8 { 25X6 1110(4 `33X6 !a X8 =3X4 =3X8 EaM 192X4 1' 2 594 2212 45'86"12 ll44 80222 1'2"42 1842S4 2 2 9S 2 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 22.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.67 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 1/30/2013 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), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Pf: NA Ce: NA VERT(LL): 0.135 E 999 240 Lu: NA Cs: NA VERT(TL): 0.311 E 999 180 Snow Duration: NA HORZ(LL): 0.059 M - - HORZ(TL): 0.135 M - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.569 TPI Std: 2007 Max BC CSI: 0.577 Rep Factors Used: Yes Max Web CSI: 0.710 FT1RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 15.01.01.0402.19 WAVE ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1447 1707 / 868 / - / 344 / 5.5 K 1447 /707 /868 /- /- /5.5 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 1553 -1960 B - C 1614 - 2617 H - 1 1344 -1963 C - D 1318 -2002 I - 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 - 5 2282 -1303 P - O 1626 -837 S - R 2278 -1303 O - N 2278 -1: 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 F - P 732 - 662 203 -173 0-1 J - M 460 284 - 619 -12 40 01 SA 3A FF 5B 81 SO BB 7F 4E-00 99 2E 85 FS Thk Iiemhu been ekrAmAkzWsperf'.md =aleil by Ma =I Marteme, ?£(�..Uc.CdISHE!an Yfla�a52zhawn sEs�vaamgasrilFl ' aa�therrtatsa�da, sriatsdcu tst¢rxlss do:ea ^rc:aaa naic�ussSeraad%rgwd=dwalmd ar.E thc::?.&x? as.9AcntSaY,cacascle n�as[ 9aemcfNW m=y dedmN-- craylat_ **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache' n id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg 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 Join 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 drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlM shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pro essionaengmeerm responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTP11 Sec.2. Job Number: 136DCS128 Ply: 1 SEQN: 746851 1 T15/ HIPS 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty: 1 FROM: AH DRW: Truss Label: A05 I Wgt: 218.4 Ibs / ... 08/04/17 6'4"7 7'10" 14'2"12 15' 21'8" 2'5"13 28'9'8 3036'8" 6'4"7 "1 6'3'11 17'1 6'3"6 b 73 g5X6 112X4 =3X6 =3X8 a3X4 =3X8 =3X6 112)(4 662 5'9"5 12'2"12 41113 2'"83" 53'010"'2"11 72' 42L' "8425 24"66 6'i"10 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: 22.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.67 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 Webs 2x4 SP #3 Lumber value set "'I3B" 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), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. a Snow Criteria (Pg,Pf in PSF) DeflfCS1 Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf NA Ce: NA VERT(LL): 0.134 H 999 240 Lu NA Cs: NA VERT(TL): 0.312 H 999 180 Snow Duration: NA HORZ(LL): 0.059 L - - HORZ(TL): 0.136 L - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.571 TPI Std: 2007 Max BC CSI: 0.582 Rep Factors Used: Yes Max Web CSI: 0.711 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.19 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1449 ! 708 / 868 / - 1328 15.5 K 1385 /670 /799 /- /- !- Wind reactions based on MWFRS B Min Brg Width Req = 1.7 K 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 F- G 1275 -1639 B - C 1626 - 2621 G - H 1558 -1971 C - D 1330 -2006 H - I 1360 -1972 D - E 1356 -1967 I - J 1334 - 2013 E - F 1565 -1954 J -K 1676 - 2645 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - R 2285 -1370 O - N 1631 - 865 R - Q 2282 -1370 N - M 2307 -1384 Q - P 2282 -1370 M - L 2307 -1384 P - O 1630 - 873 L - K 2310 -1384 R Maximum Web Forces Per Ply (Ibs) » No 04411M�" Webs Tens.Comp.Webs Tens. Comp. p. - R - C 284 -10 O - G 204 -173 e C - P 460 - 619 G - N 737 - 652 E - P 468 - 348 N - H 467 - 350 � --13 S" rr We F - O 205 -1173 JN- L 287 40 015A 38 IFF 50 81 BO BB 7F48 00 99 2ES5 FB Thu Itcrtti hea brm almcaatvstcyPSyaignse3.znd=lad by mawol rAarth=, 2£(R.. Ltc.047.1821an a 51444 xsthertk=zwde, eswtuda s€asnrtMisdo:er.::castasanoter,x, s�casd%ignadmd rm bd an tip. 2aRttent4ca9ieasso2enr-stratwrxifiedm=rdcdmrA aapi= **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ]uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) foi safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted ovherwise,top chord shall have properly attached structural sheathinct and bottom chord shall have a properly id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing(� ins lied per BCSI sections B3, B7 or B10, e. ADDTv Diates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. (2efer to rfPI 1; or for h acceptance any structure failure to build the g or cover page rn. The suitability Job Number: 136DCS128 Ply: 1 SEQN: 746852 / T7 / HIPS 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty: 1 FROM: AH DRW: Truss Label: A06 Wgt: 201.6 Ibs / ... 08/04/17 64"9 13' 18'4" 23'8" 30'3"7 36'8" B.4"9 8'7 7 5'4" 5'4° 67"7 8'4"9 T m 0 ZD I M 1112X4 112X4 =4X6=3X4 =3X8 =3X4=4X6 1H2x4 6'2"13 5'9"3 1' S'4" 5'4" 1' S'9°3 62°13 1� 6'2"13 12' 13' 18'4" 23'8" 24' " 3D'S"3 36'8" Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed:160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 21.50 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.67 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 93 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. to in :6(A2) Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# LOG R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.138 E 999 240 B 1447 / 709 1868 1- 1303 15.5 Lu: NA Cs: NA VERT(TL): 0.318 E 999 180 H 1447 / 709 1868 /- /- / 5.5 Snow Duration: NA HORZ(LL): 0.058 J - - Wind reactions based on MWFRS HORZ(TL): 0.134 J - - B Min Brg Width Req = 1.7 Code / Misc Criteria Creep Factor: 1.5 H Min Brg Width Req = 1.7 Bldg Code: FBC 2014 RES Max TC CSI: 0.476 Bearings B & H are a rigid surface. TPI Std: 2007 Max BC CSI: 0.488 Rep Factors Used: Yes Max Web CSI: 0.584 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 27 0 E - F 1430 -1924 WAVE VIEW Ver: 15.01.01.0402.19 B - C 1634 -2597 F - G 1406 -2072 C - D 1406 -2072 G - H 1634 -2597 D- E 1430 -1924 H- 1 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 2260 -1319 M - L 1777 -971 P - O 2257 -1319 L - K 2257 -1351 O - N 2257 -1319 K - J 2257 -1351 N - M 1777 - 939 J - H 2260 -1351 4» � e A io itp Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. o 047182 P- C 252 -10 M- F 265 -192 a " C - N 422 - 532 F - L 425 -194 D - N 425 -195 L - G 421 - 532 a D - M 265 -193 G - J 252 -12 AT E E - M 233 - 270 S' QF 40 015A38 FF 58 8180 88 7F49 00 99 2E 85 FB rut star r has &rttvacktYa�yz%nad and sralad 6Y #Aar;+ss7 adartlnes, Mtn.u�.wit>3z!an�5� � saw �rx � g�ssssa sa-Usart�tssalar; ct�s. e"agana c"safttds dtx-rx�caia= rot ccrsidared:a`pmdans sn6d and caa0vol" rk cmim **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 an9'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 �id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. Nefer to 60A-Z for standard plate positions. a division of "1 PI 1, or for handimgf shippmp, Installation acceptance of pro essiona engineers any structure is the responsibility of the its drawing,any failure to build the on this drawing or cover page to design shown. The suitability rPl 1 Sec.2. Job Number: 136DCS128 Ply: Truss Label:den---20601 "D" OW /DR Horton /4EH13 Hayden-2601 ID" OW I Wgt 1201.E Ibs I FROM: AH 853 / T14 !HIPS I DRW:/ 6'4"9 + 13' + 18'4" + 23'8" L 30'3"7 + 36'8" 6'4"9 67"7 5-4" 5-4" 1' 67-7 64"9 1112X4 112X4 =4X6�3X4 =3XB WX4=4X6 1112X4 13 5'9"3 1' 5'4" 5'4" 1' 59"3 6'2"13 6'2"13 12' 13' 18'4" 23'8" 24' " 30'5"3 36'8" Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: It EXP: C Des Ld: 37.00 Mean Height: 21.50 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.67 it Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP Al 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. 08/04/17 Snow Criteria (Pg,Pf in PSF) DeflICS1 Criteria ♦ Maximum Reactions (ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W k NA Ce: NA VERT(LL): 0.137 E 999 240 B 1449 1710 1868 / - 1287 15.6 Lu: NA Cs: NA VERT(TL): 0.319 E 999 180 H 1385 1672 / 799 / - / - / - Snow Duration: NA HORZ(LL): 0.058 1 - - Wind reactions based on MWFRS HORZ(TL): 0.135 1 - - B Min Brg Width Req = 1.7 , Code I Misc Criteria Creep Factor: 1.5 H Min Brg Width Req = - Bldg Code: FBC 2014 RES Max TC CSI: 0.485 Bearing B is a rigid surface. TPI Std: 2007 Max BC CSI: 0.489 Rep Factors Used: Yes Max Web CSI: 0.605 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ Plate Type(s): A - B 27 0 E - F 1446 -1929 WAVE VIEW Ver: 15.01.01.0402.19 B-C 1645-2601 F-G 1419 -2079 C - D 1418 - 2076 G - H 1672 - 2619 D - E 1446 -1929 em " STAit Of. 40015A38FF588180887F4800992E95F8 Tart Item km bten amflaaalad bY' FA2Mt1 Rtatt9aer, t� (#t. tac.v°talszj an eieia4tsAmw�a aL�s� r�mg a sHA"i =thentkatk aec.de. rtaCt xtaptaxextrhix drrs....+ast nmcrsssa�amd sr�nt�a�ad smaled arxE tid..A-i.a:•,4henGcatimaecyemet muraiffie�d cna ydatrmnk cayits. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - O 2263 -1385 L - K 1783 -10W O - N 2260 -1386 K - J 2280 -1391 N - M 2260 -1386 J - 1 2280 -1391 M - L 1780 -1006 1- H 2283 -1391 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. O-C 252 -10 L-F 265 -192 C - M 421 - 532 F - K 428 - 200 D - M 424 -194 K - G 446 - 551 D-L 268 -194 G-1 256 -15 E - L 235 - 270 "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! 'IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building [ Safety Information, bV TPI antTSBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly Wid ceilingq Locations shown for permanent lateral restraint of webs shall have bracingq insiailed per BCSI sections B3, B7 or 10, .C. APPTv plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to a division of -I i'1 1, or tar nan acceptance of any structure is failure to build the g or cover page m. The suitability Job Number: 136DCS128 Ply: 1 SEQN: 746854 / T6 / HIPS 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty: 1 FROM: AH DRW. Truss Label: A08 Wgt 193.21bs / ... 08/04/17 6'4°9 11' 18'4" 25'8" 30'3 7 36'8" t 6'4'9 + 4'T7 + 7'4" + T4" 47'7 + 64"9 T 0 l35 1112X4 m2X4 M X4=4X6 =3X8=4X6m3X4 1112X4 1' 6'2"13 4'9"3 1' 6'4' 6'4" 1' 4')?5 6'2"13 l' 6'2'13 11' 12 184" 24'6"3U'5"3 3'6'8' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 21.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.67 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 "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ 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 VERT(LL): 0.156 E 999 240 B 1447 / 712 / 861 / - / 263 15.5 Lu: NA Cs: NA VERT(TL): 0.360 E 999 180 H 1447 / 712 1861 / - /- / 5.5 Snow Duration: NA HORZ(LL): 0.057 J - - Wind reactions based on MWFRS HORZ(TL): 0.132 J - - B Min Big Width Req = 1.7 Code / Misc Criteria Creep Factor. 1.5 H Min Brg Width Req = 1.7 Bldg Code: FBC 2014 RES Max TC CSI: 0.553 Bearings B & H are a rigid surface. TPI Std: 2007 Max BC CSI: 0.567 Rep Factors Used: Yes Max Web CSI: 0.528 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): ' A - B 27 0 E - F 1654 -2312 WAVE VIEW Ver: 15.01.01.0402.19 B - C 1643 -2569 F - G 1508 -2203 C - D 1509 - 2203 G - H 1642 - 2569 D- E 1654 - 2312 H- 1 27 0 4001SA38EF5138180 8137F4900992E85 FB Th1xitc�cisuD�afsalaz ar isj.gladaMsaalad6yMra alMarth%w, rg (n.. Lk.C4ruz( an rna data shswrt at ova u�8ng a 52r,&.a as,-tllanr.�aai sxsda, 2t�t¢d cs��s�9'dsss dtar_Laaa s��icxssuad d�,rxr..^'�-i4 sealed aa.b ttrz2 asat+¢n6ra3czadanssF £awftd maw•;ciedr¢r cmFlas. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- P 2229 -1321 M- L 1922 -1090 I P - O 2227 -1321 L - K 1922 -1090 O - N 1922 -1058 K - J 2227 -1353 N - M 1922 -1058 J - H 2229 -1353 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 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 490 -341 G-J 191 -14 E - M 378 - 439 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and SBCA) tsafety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly did ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or 610, Ile._ App y plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to a division of ivi i,orrorn acceptance any structure —1 ""r_ " its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS128 I Ply: 1 SEQN: 676125 / T13 / HIPS 4EHB Hayden-2601 "D" OW /DR Horton MEH6 Hayden-2601 "D" OW Qty: 1 FROM: AH DRW: Truss Label: A09 I Wgt 193.2 Ibs .. / ... 6'4"9 "r 18'4" 25'8" 30'31 36'8" 6'4"9 4'7"7 7'4" 7'4" 47"7 6'4"9 012X4 10:5(4 =3X4a4X6 a3X8 m4X6m3X4 102X4 08/04/17 6'2"13 4'9"3 1' 6'4" 6'4" 1' 4'9"3 6'2"13 6'213 11' 12' i 18W 24'8" 25' " 30'5"3 36'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in or Udefl U# Loc R ! U / Rw / Rh / RL / W B 1449 1713 1861 / - / 247 / 5.5 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.155 E 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.361 E 999 180 H 1385 1674 / 792 / - / - / - BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.057 1 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.133 I - - B Min Big Width Req = 1.7 Code i Misc Criteria NCBCLL: 00 Mean Height: 21.00 ft CreepFactor: 1.5 H Min Brg Width Req = - 2. Soffit: 2.00 TCDL: 4.2 psf BCDL: 6.0 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: 0.568 Spacing: 24.0 " C&C Dist a: 3.67 it Rep Factors Used: Yes Max Web CSI: 0.532 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_ A - B 27 0 E - F 1673 -2319 GCpi: 0.18 Plate Type(s): VIEW Ver: 16.01.01B.0614.20 Wind Duration: 1.60 WAVE B - C 1654 -2573 F - G 1519 -2213 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 40 015A38 FF 5B 81 00 B57F48 00 99 ZE 85 FB This item As»&ccn cksknedazs8.calcdhY rAassrc9 tAarthtes . n3.. L2k.=1132.! M"0 daft shceMabm tt^.ang a SNA•i ar23t eri8cat;ass caste_ s�wd c�rdcf� dsa:arcrfaranotcxets9�ad st4sza�.�d �xlnd .1 the SKA-i au4hmt atimcae M"-k be msdfaed m mydcdm"k CMI C - D 1520 - 2207 G - H 1669 - 2592 D - E 1673 -2319 Maximum Bot Chord Forces Per Piy (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - O 2233 -1387 L - K 1929 -1120 O - N 2231 -1387 K - J 1929 -1120 N - M 1925 -1125 J - 1 2251 -1393 M - L 1925 -1125 1- H 2253 -1393 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. O - C 191 -12 L - F 488 - 334 C - N 318 -370 J - G 331 -389 D-N 399 -191 F-J 403 -197 D - L 493 - 343 G - 1 196 -19 E - L 379 - 439 "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 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 properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, as applicable. Apply plates to each face. of truss and position as shown above and on the Joint 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 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 rotessiona engineering responsibility solely for the design shown. The suitabllrty and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. Fnr r m infnrmatinn snn thie inh-s non mi nntas nave and thaw wah sitar AI PINF• www alninFdw.mm. TPI- www_tninstnm- SSCA' wwwshcindusW min- ICC_ www_irtsefe.om Job Number: 1360CS128 Ply: 1 SEQN: 676087 / T2 / HIPS 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW '' .'' ' Qty: 1 FROM: JAH DRW: Truss Label: A10 201.6 Ibs / ... 08/04/17 6'2"12 9' 2422 278" 10 15'2"22 F354� I31'8'"4" '1 I 6'3"14 6-212 22114 636 2094 281'2 =5Xa 1112X4 m3X6 =3X4 =5X8 D E F G H 12T 6 � lazxaD T !L112X4 o 1 m3XBdAl) B J =4X6(A2) I� K 1 S R Q P O N M L =3X4 1112X4 =4X6 m3X8 =3X4 =4X6 III2X4 =3X4 B'4°8 2'9"4 2'10"4 32"2 615"8 3'0"8 2'10°4 29"4 6'4"8 6'4"8 9'1"12 12' 15'2"2 21'7"10 24'8" 27'8"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 Udefi U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph PE NA Ce: NA VERT(LL): 0.166 E 999 240 B 1445 1774 / 850 / - / 247 15.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.426 E 999 180 J 1505 / 817 1919 / - / - / 5.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.061 L - - Wind reactions based on MWFRS EXP: C HORZ 0.139 L - Des Ld: 37.00 �L) B Min B Width Re = 1.7 q Mean Height: 20,25 ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 J Min 8rg Width Req = 1.8 TCDL: 4.psf Bldg Code: FBC 2014 RES Max TC CSI: 0.523 2.00 BCDL: 5.0 psf Bearings B & J are a rigid surface.Soffit: Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 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 1858 - 2698 Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.20 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 "1313" uses design values approved 1/30/2013 by ALSC. B - S 2219 -1262 O - N 2039 -1158 S - R 2045 -1120 N - M 2D39 -1158 Wind y R - Q 2048 -1121 M - L 2036 -1157 Member design based on both MWFRS and C&C. sra�► Q - P 2D48 -1121 L - J 2191 -1310 P - O 2700 -1558 No. 047182 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - S 275 -214 G - O 319 - 357 .. S - D 320 - 304 O - H 799 - 534 STATE OF D-R 175 -16 M-H D P 807 H L 171 -31 284 - -532 - E P 308 350 L I -270 258 - - - -195 n� ». P - G 92 -84 ,a 40 01 5A 38 FF 5B 8180 687€48 00 59 2E 85 F5 *& hem Rssbeer. ck soynad aed�tad t+y malMartk-T, nf,R. t£e.QS;192.1 on fire da3e.Azwn abava easing a stm-1 sc#seritltatr�rsers5a. z"'YN,"d ttp�maf tfi5 docca ,t=not censored Qoci=d 5rt hd arad*4Sii'R,rx nricnt;ca9i awn tnwt bavadf%d Mmydletmr crz�ias.. "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! - -IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme tyre in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edifion of BCSI (Building Component Safety Information, by TPI anc7'SBCA) fo'r safety practices prior to pertorming 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 properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or 61D, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Zefer 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 ANSI7fP1 1, for handling installation bracing trusses.A this drawing conformance with or shipping, and of seal on listing this drawingg indicates acceptance of professions engineering responsibility solely for the design shown. and use of this drawing for any structure is the responsibility of the building Designer per ANSIffPI 1 Sec.2. or cover page. _ The suitability For more information see this lWs Mneral notes page and these web sites: ALPINE: www.at ineitw.com; TPI: www. inst.o - SBCA: www.sbdndu .coin ICC: www.iccsafe.orq Job Number: 136DCS128 I Ply: 1 SEQN: 631761 / T3 / HIPS 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 �D" OW Qty: 1 FROM: JAH DRW: Truss Label: Al Wgt: 198.8 Ibs .. / ... 08/04/17 fi 4 9' 16'9" 24'012 31'8" 36'8" 4'94 4'2"12 T9" T3"12 M 5' E5X8 -3X4 -5X6 3'8" 3'9"8 TT'4 8" 6'11"4 5' 9' 12'8" 16'5"8 24'0"12 4' 12 31'6" 36'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 Des Ld: 37.00 EXP: C 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 Loc, from endwall: not in 9.00 ft GCpi: 0.16 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 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"cc. Plating Notes ("`) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Tray Scab(s) (1) 2x4x0-3-11 x SP 93 scab at right end. Attach scab to face of chord with: Nails @ 8" cc, 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 P8F) Defl/CS1 Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl 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 0 40 015A38 fF 5B 81 Bit) 813 7F 48 00 98 2E 85 FB Thkitem hssdxms�!erxrasl�"d rad=dstaiedbyWr4dMartiwx, "e'E OL. 11c.047Effi21 an the daat Awn abm wbg a SRA4 ai-ffirer�ScaEscm�te. tad zrt{tmsnrrJa� dac�rrsLmm as�tc�tYd�avd ataas anrl:'raimd �xd tbc;.�,a.r sulivastka4kascrz9e nei as amdf�s! cae a�yelettts rsyla�.. r4X4(R) �1 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1454 1786 / 868 / - / 177 15.6 1 1380 1748 /713 /- /- Wind reactions based on MWFRS B Min Brg 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. Camp. 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 - 536 G - J 349 - 415 M-E 312 -281 J-H 1469 -942 E - L 190 - 283 H - 1 954 -1345 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT"• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro 9efly lid ceiling Locations shown for permanent lateral restraint of webs shall 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 Joint Details, unless noted otherwise. 12efer to 60A-Z for standard plate positions. a division of TPI 1; or fort acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability i Job Number: 136DCS128 Ply: 2 SEQN: 676103 / T36 / HIPS 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW City: 1 FROM: JP H DRW: Truss Label: Al2 Wgt: 217.0 Ibs .. / ... 08/04/17 7' + 12'10"10 + 18'4" + 23'9"6 + 298 + 36'8" 7' S'10"10 5'5"6 5'5"6 5'10"10 T m3X4 =5X6 =3X4 =5X8 7'1"12 I 4'10"4 �7" 5'e"14 5'8"14 7" 4'10"4 7'1"12 T112 12' 12 "2 18'4" 24'0"14 24 " 29'6"4 36'B" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: C 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 6/1/2013) - Top chord 2x4 SP #1 Bot chord 2x6 SP #1 Webs 2x4 SP #3 Lumber value set "1313" 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. T T Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) 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): 0.276 E 999 240 B 2893 11503 / - / - ! - 15.5 Lu: NA Cs: NA VERT(TL): 0.639 E 682 180 H 2942 / 1667 / - / - / - / 5.5 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 / Misc 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 Rep Factors Used: No Max Web CSI: 0.496 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ Plate Type(s): A -B 13 -11 E - F 2067 -4048 WAVE VIEW Ver: 16.01.01B.0614.20 B - C 1497 -2896 F - G 1873 -3670 C - D 1877 - 3672 G - H 1485 - 2887 D - E 2067 -4048 H - I 23 -24 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- P 2559 -1311 M- L 3717 -1908 I P - O 2573 -1314 L - K 2563 -1302 O - N 2573 -1314 K - J 2563 -1302 N - M 3719 -1911 J - H 2550 -1299 ;op Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. NO `„ C-P 333 -76 M-F 393 -189 C - N 1293 - 662 F - L 416 - 565 ' N - D 413 - 562 L - G 1301 - 672 m D - M 390 -185 J - G 327 -67 10 ATE E - M 269 - 304 % 4001 SA 38 FF 5B K BO 8B 7F 48 00 99 2E 95 FB %frItem hasbomfryahwkniWrun*r, PE(a. itc.0471921 M Via daft ti=va kacn wing aS;q l xendc�tsr�th�dszaa��ara natteusiCeand sr�nssnd �m�d anb tFc Iaa.�henttia:iewxs�lc mxvi tsc�uN�G tax a�+dettmrak cw,4nx. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) fo'r satPety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach id 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. kefer 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 handlM shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this thawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. For more information see this iob's neneral notes page and these web sites: ALPINE: www.alDineitw.com: TPI: www.toinst.orq: SBCA: www.sbcindustrv.com: ]CC: www.iccsafe.orq Job Number: 136DCS128 Ply: 2 EQN' 65 / T23 /HIPS 4Truss Label: A13 Wg219.8 JAH I DEHBHayden-2601 "D"OW/DR Horton /4EHB Hayden-2601 D"OW FROM: RW:I I / 08/04117 I 0I L TU T 13'10,10 20'4" 26'9"6 3T8" 368' T 6.10"io 6'10"10 3' =3X4 =5X6 =4X4 P-15X14 14X6 WX4 =4]X6�4X6 m3X10 m5X6 m4X10 =4X6 1113X10 6'8" . 4'}2T'6 65"10 33°2 2 2T�48° 2'6 33'8" 6"1°24 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: 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: 3.67 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 Bet chord 2x6 SP #1 Webs 2x4 SP #3 Lumber value set "13B" 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. 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 pif at 7.00 to 28 pif at 33.67 TC- From 28 pif at 33.67 to 28 pif at 36.67 BC- From 4 pif at -1.00 to 4 pif at 0.00 BC- From 20 pif at 0.00 to 20 pif at 7.03 BC- From 10 plf at 7.03 to 10 pif at 36.67 TC- 339 lb Conc. Load at 7.03 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 33.06,35.06 BC- 538 lb Conc. Load at 7.03 BC- 127 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 33.06,35.06 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pi: NA Ce: NA VERT(LL): -0.351 E 999 240 Lu: NA Cs: NA VERT(TL): 0.751 E 583 180 Show Duration: NA HORZ(LL): -0.074 C - - HORZ(TL): 0.159 C - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.953 TPI Std: 2007 Max BC CSI: 0.653 Rep Factors Used: No Max Web CSI: 0.932 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.01B.0614.19 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 3380 12077 / - 1- ! - / 5.5 1 3387 12121 /- /- !- !- Wind reactions based on MWFRS B Min Brg Width Req = 2.0 1 Min Brg Width Req = - Bearing B is a rigid surface. fl Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ A - B 13 -11 E - F 2894 - 4636 B - C 2134 - 3445 F - G 2268 - 3628 C - D 2766 -4444 G - H 1030 -1641 D - E 2894 -4636 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B - P 3050 -11381 M - L 3703 - 2325 P - O 3067 -18W L - K 3703 - 2325 O - N 3067 -1885 K - J 1461 - 915 N- M 4484 -2802 J- 1 3 -2 �**" ' 't '� P"' y!" Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. No " 2, C - P 392 - 89 F - K 693 - 901 C - N 1556 - 995 K - G 2447 -1527 N - D 435 -477 G - J 657 -725 D-M 173 -105 J-H 1741 -1090 STATE QF E - M M F 333 - 344 1060 H - 1 1068 -1698 - -646 40 015A 38 FF 515 8180 BB 7F48 CO 99 2E $5 FB at:1tltemhaslaesaeclst,Sacrucaigz{g+ad salad byUaaaxlydarklmra :� (A. Uk.ttAZ29�t sxr%ieadada.�a�ertatamm stt�ng a swA <a scritita.vvax9a. nhtrta4opixviaklhdarzr aaranotcxaW&md aandsealed Wd W a VW1 m yrdatmok CMAIM "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 and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceiling Locations shown for permanent lateral�restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. Apply plate. to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of any tis drawin any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS128 Ply: 1 SEQN: 676089 / T9 / GABL 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty: 1 FROM: JAH DRW: Truss Label: B01G6 I Wgt: 64.4 Ibs .. / ... 08/04/17 T T 3' — 2' —' (TYP) E=4X4 14' T M L K J I 14' i 14' i 14' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TOLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL I W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.003 1 999 240 H" 80 147 140 /- / 11 / 168 BOLL: 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 = - Des Ld: 37.00 EXP: C L 0 003 M - - HORZ )��g Bearing B is a rigid surface. NCBCLL: 10.00 Mean Height: 20.01 It� Code / Misc Criteria Creep Factor: 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf BldgCode: FBC 2014 RES Max TC CSi: 0.128 Maximum To Chord Forces Per p PI Ibs ( ) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.070 Chords Tens.Comp. Chords e Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 it 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 91 B - M 136 -52 K - J 149 -55 Webs 2x4 SP #3 M - L 145 -53 J - 1 142 -56 Lumber value set "138" uses design values L - K 149 -55 I - H 133 - 59 approved 1/30/2013 by ALSC Maximum Gable Forces Per Ply (Ibs) Plating Notes + Gables Tens.Comp. Gables Tens. Comp. All plates are 2X4 except as noted Freea k v C- M 232 -129 J- F 305 -115 Wind )?r,p D-L 310 -119 I-G E K 13 329 -142 Member design based on both MWFRS and C&C. t - -75 Additional Notes See DWGS A16030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. m 40 01 5A 38 FF 5B 81 tiff BB 7F48 00 9.2E 85 FS raahlter £as&teneleztr g i nedand=fedby?AaraatlMartiner, nIrL. tiY..E471821 an the date:shawn akan uringa SNtiaa =Ms hdmt`.mradn.. smb"dcrplasadtbsz tinctxuent are nut cwAlimd suns» and-e kd =6 t1h4.5i A4 a0h.ot:=IkQftCede nMttasaeMied CA My dMIM19C az kl "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 anr7'SBCA) fo'r 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 properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. App)y plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIII PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitmoom: TPI: www. inst.o ; SBCA: www.sbcindu .com; ICC: www.!ccsafe.a Job Number: 136DCS128 Ply: 1 SEQN: 676050 / T26 I SPEC 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty: 1 FROM: JAH DRW: Truss label: B01 Wgt 105.0 Ibs .. / ... 08/04/17 12' 15'10" 19'8" 21'8" 5' 3'10" 3'10" 2' C=4X4 =6X6 1112X4 =_UAd IIIZX4 1, 7'1"12 5' 3'8"4 3'8"4 2'1"12 T1"12 12'1"12 15'10" 19'6"4 218" r 1-� 1 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf NA Ce: NA VERT(LL): 0.304 D 843 240 B 889 1550 / - 1- / - / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.685 D 374 180 G 915 / 571 / - /- / - 15.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.085 C - - Wind reactions based on MWFRS EXP: C Des Ld: 37.00 HORZ L 0.191 C - - R )� B Min B Width Re 1.5 � q = Mean Height: 20.01 ft NCBCLL: 10.00 Code / Misc Criteria CreepFactor: 1.5 G Min Brg Width Req = 1.5 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.406 Beann s B & G are a rigid surface. 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft TPI Std: 2007 Max BC CSI: 0.841 Rep Factors Used: Yes Max Web CSI: 0.783 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwali: 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 -25 E - F 1914 -3264 Wind Duration: 1.60 WAVE VIEW Ver. 16.01.01 B.0614.20 B - C 840 -1361 F - G 928 -1584 Lumber Tray Scab(s) C - D 824 -1363 G - H 27 -25 Value Set: 138 (Effective 6/1/2013) (1) 2x40-3-11 x SP #3 scab at right end. Attach D - E 1914 -3264 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st Maximum Bot Chord Forces Per Ply (Ibs) 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 K-J 4010 -2361 Bracing (a) Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply member. Or 1x4 T" reinforcement. 80%length of ie + (Ibs) �e Webs Tens.Comp. Webs Tens. Comp. web member. Same species & SRB grade or better, + � attached with 8d Box or Gun (0. 1 13"x2.5",min.)nails 04; ' � C - L 788 - 332 E - J 194 -196 @ 6" oc. '' � L - D 1716 - 2890 J - F 1944 -1157 � D-K 121 0 I-F 104 0 Special Loads rm D -J 463 -774 --(Lumber DucFac =1.25 / Plate Dur.Fac.=1.25) TC- From 56 to 56 7.00 plf at -1.00 plf at TC- From 56 If at 7.00 to 56 plf at 12.00 plf `. STATE OF j A TC- From 56 at 12.00 to 56 lf at 15.60 TC- From 28 pit at 15.60 to 28 plf at 19.67 56 19.67 to 56 22.67 , 0 TC- From plf at plf at BC- From 4 pif at -1.00 to 4 plf at 0.00 � log Asa: BC- From 20 if at 0.00 to 20 pif pif BC- From 10 at 15.60 to 10 at 21.67,� BC- From 4 plf at 21.67 to 4 pif at 22.67 R'J:iL TC- 33 lb Conc. Load at 15.60,17.60 TC- 51lbCone. Load at19.64 40 01 5A 38FF5881.808137F4800982E85'FB BC- 32lbCone. Load at15.60,17.60 Ttigls°mtcaaten,elscm *dd wA =alvd by manvilMartin",, BC- 37lb Cone. Load at 19.64 FE(FL.tfcAM71s2!cnt�aci nawitahar°,rangasst a a7a'ii4CBY�a"C.�k�PAG6:S' @.. Wind aFmtud csfdas¢rtud dtxw r,aa nest camrt&md nadaads lmd Wind loads and reactions based on MWFRS. a.d ci cs Ta °� od scdcrn a lsmaruii--d m W denmr- cm�ina "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 by TPI r to these functions. Installers temporary Component Safety. Information, anr7'SBCA) safety practices poor performing shall provide bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have bracirigg installed BCSI have a properly B3, B7 610, attached rapid ceiling Locations shown for permanent lateral restraint of webs shall per sections or 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 16OA-Z for standard plate positions. Alpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible forany deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professiona gnawing engineer responsibility solely for the design shown. The suitability and use of this for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. Job Number: 136DCS128 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Truss Label: B02 T P 0 7 7' 10'6"6 7' 3'6"6 C 1114X6(R) Ply: 4 SEQN: 685222 / T12 / Qty: 1 FROM: JAH Wgt 137.2 Ibs 14710 1876 3'8"4 3'11"12 =6X8 =H1315 1114X6 DRW: / -.. 08/04117 21'8" 3'5"10 T T� 4X16(133) CK 1, T2"4 37"10 3'9"12 3'5" 2'11"6 . 7'2"4 10'9"14 147"10 18'010 21' 8" "11'8" 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: 11 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 Al Bot chord 2x8 SP 91 Webs 2x4 SP #3 :W1, W2 2x4 SP #1: Lumber value set "138" uses design values approved 1/30/2013 by ALSC Nadnote 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 pIf at -1.00 to 56 pIf 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 plf at 18.20 TC- From 56 plf at 18.20 to 56 pIf at 21.67 BC- From 4 pif at -1.00 to 4 plf at 0.00 BC- From 20 pIf at 0.00 to 20 pif at 7.13 BC- From 10 pIf 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 Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Pt 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. 'm �' ':.b047102 a m 40 015A 38 FF 50 8180 813 7F 49 00 99 2E 85 FB Thftliarti Rsnbranclszsran€cz gs nodmtisaW by LU=el klartbrrs, ?£ i�� tia.CdT193f rxr �azda��ehown atx u^.�g a SNT S aasCSf antig3^i rmiJa:. read e��satttis drxrsxrst aaa a�ot rrssaidi^artd �r�ai and:calad ono the T..x9'A�i autrienY�afkms,eeeSa nr:�ttaa�adfirsiras aer; ofectmak ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W L 6025 /3446 /- /- /- /5.5 G 8685 / 4496 / - ! - / - / 5.5 Wind reactions based on MWFRS L Min Brg Width Req = 1.8 G Min Big 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 3577 - 6522 B - C 1837 - 3230 E - F 3123 - 5819 C - D 1895 - 3340 F - G 2159 - 4092 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - K 2874 -1628 1- 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 - I 241 -337 K - D 2081 - 3876 I - F 2276 -1266 D - J 175 -29 H - F 822 -386 J-E 714 -457 ""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, bVy TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. ADD1V Dlates to each face of truss and position as shown above and on the Join f Details. unless noted otherwise. Nifer to a division of rI PI 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 Job Number: 136DCS128 I Ply: l SEQN: 676121 / T551 GABL 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty: 1 FROM: JAH DRW: Truss Label: M2GB Wot: 14.0 Ibs I I ... / _.. 08/04/17 12 4 F_� C Y 2t 21 1 t Owl 21 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 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 L -0.000 D ) Code / Mist;Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 1.5 Soffit 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.169 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.034 Spacing: 24.0 " C&C Dist a: 3.00 R Rep Factors Used: Yes Max Web CSI: 0.032 Loc. from endwall: Any FT/RT:20(0)/10(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 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind . r» NA$_44 Member design based on both MWFRS and C&C. s 40 015A38 FF 50 81 B0 BB 7F48 00 99 2E SS FB Thu IWO' h'asrsedselez�gslncd arxd scaled 6y besawa Marttnes, P£ Gi.. lrc.CATFB2t cnt>ia dat=zhavtn a�eeva tre'ng aSHA+I. aL�iie:iE`+ca:BAt3�`e. Flutad cCttnaftEA dooa aaaa not coiltFerad dsnd:ealad ar.6 tk��A,A,T as.?han°a�maso9em�t �a ssdf6edcacaerarcfectror.� T M ♦ Maximum Reactions (Ibs), or'=PLF Loc R I /Rw /Rh /RL !W D" 104 151 180 / - / 21 124.0 Wind reactions based on MWFRS B 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 19 0 B-C 9 -29 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - D 166 -20 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - D 87 - 32 —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS luire extreme care in fabricating, handlingshippirig, 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 temporary BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 61D, e. Atil plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to a division of TPI 1; or tor n acceptance any structure its drawing,any failure to build the on this drawing or cover page to design shown. The suitability rP11 Sec.2. Job Number: 136DCS128 Ply: 1 SEQN: 676117 / T22 / GABL 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty: 1 FROM: DJH DRW: Truss Label: M6GB Wgt: 28.0 Ibs / ... 08/04/17 3' 5' 6' r 3' 2' + 1 E p12 D TT 4 C co N � 2X4(A1) B iv TA 1 F H G 6' 1 I 3' 2 3' S' 6' 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# Loc R / U / Rw / Rh / RL / W F• , 85 140 / 61 /- / 17 / 72.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.002 H 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.003 H 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.002 D - - B Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL):-0.003 D - - Bearing B is a rigid surface. Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 it TCDL: 4:2 psf CreepFactor. 1.5 Soffit 2.00 BCDL: 5.psf Bldg Code: FBC 2014 RES Max TC CSI: 0.163 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.055 Chords Tens.Comp. Chords Tens. Comp_ A - B 19 0 C - D 12 -98 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.074 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 14 -179 D - E 6 -19 GCpi: 0.18 Plate Type(s): VIEW Ver: 16.01.01B.0614.20 Wind Duration: 1.60 WAVE Maximum Sot Chord Forces Per Ply fibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set: 13B (Effective 6/1/2013) B - H 275 -25 G - F 289 -27 Top chord 2x4 SP 41 H - G 285 -26 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) Lumber value set "13B" uses design values Webs Tens.Comp. approved 1/30/2013 by ALSO Plating Notes All plates are 2X4 except as noted. Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. Wind *� Member design based on both MWFRS and C&C.41 #� No 047182 4 C - H 285 -134 D - G 249 - 83 Right end vertical not exposed to wind pressure. Additional Notes . See DWGS 816015ENG100815 & GBLLETIN1014 for gable wind bracing and other requirements.STATE 40 015A38 FF 5B 81 BO BS 7F49 00 99.2E 95 FIB irltlfemfaabxmcM3Es tadwit %nicdby6Aararsl6A.rthw, PE{rt.l&.�€TF132(flcf thecaScsharoit have u°�'ng a53ft 3 asaLTi anta�al3�n vssx3a. Fibtcde tessdtfu:: gown_-CrA mnot Crnd&fed skudsnd=led andtic.:s,Rk:avRttanticatP*xpcad* mtatbztvwfbdma ydectmak c"les.. —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 pind'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 propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plate. to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. hefer 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 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 professtona engineering responsibility solely, for the design shown. The suitabdrty and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 1=nr mnro iMnrrnatinn eoc thie inh a nunerat nntx mnc and theca woh cilnc- AIPIMP. www alninaihu min TPI• _ Minot nm- RRr.A-—chHn,1i t v min• Ir.r.• —i—M nm [Job Number: Truss Lab den-2 01 "D' OW /DR Horton 14EHB Hayden-2601 "D" OW � 2521bs I FROM: JAH 23 ! T4 / MONO I DRW / 08/04l17 I LO r M N rr 5'8"8 1' 5i$n8 �t Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 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 Webs 2x4 SP #3 :Rt Bearing Leg 2x4 SP #3: Lumber value set "13B" uses design values approved 1/3012013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in P8F) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pt NA Ce: NA VERT(LL): -0.023 E 999 240 Lu: NA Cs: NA VERT(TL): 0.030 E 999 180 Snow Duration: NA HORZ(LL): -0.009 E - - HORZ(TL): 0.012 E - Code I Misc Criteria Creep Factor. 1.6 Bldg Code: FBC 2014 RES Max TC CSI: 0.373 TPI Std: 2007 Max BC CSI: 0.209 Rep Factors Used: Yes Max Web CSI: 0.325 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 16.01.01B.0614.20 WAVE .. STATE 01F 40 015A38. FF 58 8160 813 7F 48 00 99 ZE 85 FB Tt,L l:ern 1=be akzri jxi nad Zed=Mad by f WAA Martin", . iri.. tte.C48382f an the: 6a4C4hawn above wbi; a SNAG a taiisentimma�4e. tad cTiasaf bit dw== M mat cm -WA aad %4n4dnr d =I'd inn the �:A,z z iha.Ontfea "Aa m+nt #mill d m aaymlott mra: cW105. A T 7"4 i ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL !W B 293 1126 / 218 / - / 101 18.0 D 214 /114 1137 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = 1.5 Bearings B & D are a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 B-C 52 -131 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - E 90 -178 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - E 102 - 36 C - D 1336 - 640 ""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, by TPI and'SBCA) for safety practices prior to performing these functions. installers shall provide temporary BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly iiId ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins lied per BCSI sections B3, B7 or t e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. f2efer to 60A-Z for standard plate positions. a division of 'iri 1,orrorn acceptance any structure its g drawin any failure to build the on this drawing or cover page Le design shown. The suitability Job Number: 136DCS128 Ply: 1 I SEQN: 676020 / T39I VAL 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty: 1 FROM: JP H DRW: Truss Label: V1 Wgt: 42.0 lbs .. / ... 08/04/17 3-8" 7'10" 1 11'8" 3'8" 4-2" 13-10" 12 IIIW4 1114XA(R) Q 6 .-w 3-8" 4' 1 4' 3,8" 7'8" 111'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in ESE) DeHICSI 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 1 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: 11 Snow Duration: NA HORZ(LL): 0.004 E - - G Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL):-0.007E - - Bearing G is a rigid surface.Mean Code / Misc Criteria NCBCLL: 10.00 Height: 20.04 ft Creep Factor: 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.193 Maximum To Chord Forces Per PI Ibs P y ( ) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 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 ft FT/RT:20(0)110(0) Mfg Specified Camber: B - C 6 -3 GCp!: 0.18 Plate Type(s): VIEW Ver: 16.01.01B.0614.20 Wind Duration: 1.60 WAVE Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. Lumber G - F 3 -6 E - D 20 -29 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 F - E 3 -6 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. 0 r �a 4001SA38FF508160BB7F4800992E95 FB rhU wtcaczlsd by b'.,uml marmax, PE(K,aSRX =ftntXat4AS0Cd*. t dcct zoitit�s aitxtausrai note $srad ss�nas aril :salad amdtt::e�A�3aUtlannL=ca4Eetsuv9¢nt,ito modfiadrutasrrtectmrk czxias 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 Componen[ Safety Information, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. 12efer 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 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 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 ANSIfrP11 Sec.2. Far more inf—atinn see this Inh's neneral nntes nane and these weh sites- ALPINE, www_alnineitw_corn, TPI- �_tninstam- SSCA: wuav_shcindustrv.com- ]CC, www_imsafe om Job Number: 136DCS128 Ply: 1 SEQN: 676024 / T35 / VAL 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty: 1 FROM: JAH DRW: Truss Label: V2 Wqt: 36.4 Ibs I I ... / ... 08/04/17 T 1 118" 5-10" 918" 1'8" 47- 3'10" 12 III2,X4 N4Xfz(R) ';Z::Zj 6 i. 9'8" -I 4' 4' 5'8" 9'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Std: ASCE 7-10 P,g: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.011 E 999 240 D* 75 / 44 140 /- / 9 / 116 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): 0.005 E - - G Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL):-0.007 E - - Bearing G is a rigid surface. NCBCLL: 10.00 Mean Height: 21.04 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.233 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.117 Chords Tens.Comp. Chords Tens. Camp. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.110 A - B 1 -2 C - D 20 - 54 Loc. from endwall: not in 4.50 it FT/RT:20(0)/l0(0) Mfg Specified Camber: B - C 1 -2 GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.20 Maximum Bot Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set: 13B (Effective 611/2013) G - F 2 -1 E - D 16 -31 Top chord 2x4 SP #1 F - E 2 -1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Web Forces Per Ply (ibs) Lumber value set "13B" uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/201.3 by ALSC E-C 321 173 Wind Member design based on both MWFRS and C&C.`' �� B-F 369 -� Additional Notes v w See DWG VAL160101014 for valley details. No 047182 e � STATE 8ar. 40015A 38 FF51581B08137F4800992E95FB MU wdr ledby M=M Mattb=, (rl..UP 047aszl¢mt� nsa havnat ¢r.ngasx a �atlt ¢rtictz�t aex�a� 8t¢d st�tksesrcfka dtx¢r,a¢stt arm mrtcer�l��rad u¢�Y!�x.'iseAkd mad tfa WA-1 mmydatmek.. CaVIAL *`WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propey attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�fL�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drrawing or cover pathge_ listing this drawing indicates acceptance of pro 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 ANSIITPI 1 Sec.2. e...__;..n.m..."— i.;.kl..o..o."in mn .rid fhxnumh eRu Al DUJF• unmv .lnineifio mm•TOP ,uuuifninetn QnCA- I—,ehrinduefni mm- ICG uuw ,rreef"nm Job Number: 136DCS128 Ply: 1 SEQN: 6760261 T56I VAL 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty: 1 FROM: JAH DRW: Truss Label: V3 Wgt: 28.0 Ibs .. / ... 08/04/17 3'10" 7'8" 3'10" 3'10" 12 !!!4 6(R) g A 1112X4 3 T 3X4(D1) C 1 .W, E 1112X4 D 1112X4 7,8" _I 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 loc Udefl U# LOG R / U / Rw / Rh / RL / W C. 74 /45 /41 /- 112 /92.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.012 D 999 240 BCLL: 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: 11 Snow Duration: NA HORZ(LL): 0.005 D - - E Min Big Width Req = - Des Ld: 37.00 EXP: C HORZ �) -0.007 D - - BearingE is rigid surface. a9 Code / Misc Criteria NCBCLL: 10.00 Mean Height: 22.04 ItL TCDL: 4.2 psf Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.221 Maximum To Chord Forces Per PI Ibs p y ( ) 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 it Rep Factors Used: Yes Max Web CSI: 0.114 Loc. from endwall: not in 9.00 ft Fr/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: 16.01.018.061420 I Chords Tens.Comp. Chords Tens. Comp. Lumber E-D 6 -8 D-C 24 -39 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 "13B" uses design values A - E 178 -109 D - B 303 -178 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 6 MAP At twwwv yANO ww s Additional Notes .4. e- See DWG VAL160101014 for valley details. w a w low STATE OF jj:w Ott. IAL #: 40 01 SA38 FF 55 8180'88 7F48 00s�992E85 FB 3¢'j; jiarss(<na$3£MY CIaZ'lYG9E$f��f'.�iiCd at�f *.talnd ") PS97aTT.roLY'I MarLaSCY, �, fit. 14e. GiFFfl2) Cst lAa #flown a$Ge°� iP.'mg a SH�3 T.3.'ttiklSCKa$ics'LC0.`fC tad cr��aiit�s doceaasrt ara nnti�snd s�STw� snd :said the i as?ihant+aaII;caastml¢n+�i fsmndf�d-�.arapc9actrar� mains —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 fo'r to these functions. Installers temporarryy Component Safety Information, byy TPI and'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 for lateral have bracingg installed BCSI B3, 67 attachetl rigid ceiling Locations shown permanent restraint of webs shall per sections or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the JoinTDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positrons. Alpine, a division of ITW Buildin�fL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in ANSI PI 1, for handling, installation bracing trusses.A this drawing conformance with or shipping, and of seal on or cover page listing this drawing,indicates acceptance of 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 Us Ws general notes page and these web sites: ALPINE: www.al inertw.com; TPI: www. inst.o ; SBCA: www.sbcindu .com; [CC: www.iccsafe.o Job Number: 136DCS128 Ply: 1 SEQN: 746866 / T37 / VAL 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty: 1 FROM: GM ID., RW:Truss Label: V4 Wgt: 25.2 Ibs ... 08/04/17 1'8"8 13'11"8 12 6 B=4X4 T1112X4 A N N=3X4(131) C E 112X4 D 1112X4 5.8" i 1'8"8 1 3'11 "8 1'8"8 15'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W E* 74 129 137 / - / 10 / 68.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.020 D 999 240 BOLL: 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: 11 S now Duration: NA HORZ(LL): 0.008 D - - E Min Brg Width Req = - Des Ld: 37.00 EXP: C Mean Height: 23.07 it HORZ(TL): 0.009 D - - Bearing E is a rigid surface. NCBCLL: 10.00 TCDL: psf Code / Misc Criteria Creep Factor. 1.5 Soffit: 2.00 5-0 BCDL: 5-0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.183 Maximum To Chord Forces Per PI Ibs p y ( ) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.130 Chords Tens.Comp. Chords Tens. Comp. A - B 51 -18 B - C 51 -41 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.059 Loc. from endwali: not in 9.00 it FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (ibs) VIEW Ver: 15,01.01.0402.19 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 "1313" 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.MAp.ea Additional Notes See DWG VAL160101014 for valley details. NO 0.471,62,; STATE OiF o � SEIVAL 40 01 SA38 FF 5B 81 B0 BB 7F48 00 99 2E &5 FB Ttkitemhuabecn cler.srred zr4aladby fdvxsim3 Marthcea, ('ri.. tEc.C47FH21 cait�e c?aR¢EMawe aCmvu g a Sit,A+1 audient�tS�sax9e.. 8�3atad cr �xzaftPds drer- A.me Mat MUI&red *slds dMied mdttee."rsR.lsenika26cascn2rnrsEDzar�.tif�{ces4cctmrsk 0,—AV *"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses recq7uire extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building r to these functions. Installers temporary Component Safety Information, by TPI anc7'SBCA) safety practices prior performing shall provide bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache�ngid 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. 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 this truss in conformance with ANSIlI PI 1, or for handling shipping, installation and bracing of trusses.A seal on drawing or cover plane_ - listing this drawingg indicates acceptance of professions 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/TPI 1 Sec.2. For more information see this'ob's general notes pacte and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o : SBCA: www.sbcindu .com; IM www.iccsafe.or Job Number: 136DCS128 1 SEQN: 746867 / T38 / VAL 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW TWbg: : 1 FROM: GM DRW: Truss Label: V5t 16.8 Ibs .. / ... 08/04/17 1_ 1'8"8 3r8" _I r 1'8"8 1'11"8 12 6 B=3X4 3X4(D1) 3X44(D 1 C T 1"12 -0m 3r8" _I I- 3'8" r 3,8" 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# Loc R / U / Rw / Rh / RL / W A* 71 123 / 31 / - / 7 / 44.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.005 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.006 999 180 Wind reactions based on MWFRS BCDL:, 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 - - A Min Big Width Req = - Des EXP: C HORZ L -0.002 - �) BearingA is a rigid surface. Code / Misc Criteria .00 NCBCLL: 10.00 Mean Height: 23.57 ft TCDL: 4.2 psf Creep Factor: 1.5 Soffit: 2.00 BCDL: 5.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.05E Maximum To Chord Forces Per PI Ibs p y ( ) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.060 Chords Tens.Comp. Chords Tens. Comp_ A - B 192 -144 B - C 189 -141 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.19 Chords Tens.Comp. Lumber A-C 136 -145 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. . Additional Notes See DWG VAL160101014 for valley details. �erw a4 so w N 2 Aw r r tw :. STATE OF 40 01 SA38 FF 58 81 BO BB 7F48 00 99 2E 85 FB AhG iWmiwts becnaktltr�rsi�xcd.� scafad by Tdan�ud Martinez, &>E(r1.Lic-0471921 wing asm'l aast4la»tscazss�e. P112nd ccpinaf kd«r�r A=nm UMO&rad aSend—Ind AralZ.1:z4Aviasa an caA scxslenasrteat-veritwca my etearnnk mpigs.. ""WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! `*IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vqire extreme care in fabricating, handlinA shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI anc�'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryY r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly qqid ceilingq. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 81D, le- AoDTv plates to each face of truss and Dosition as shown above and on the JoinCDetails. unless noted otherwise. kefer to a division of ii-i 1, or Torn acceptance any structure tis drawing,any failure to build the on this drawing or cover page ie design shown. The suitability rPi 1 Sec.2. A www.sbcindustry.com; ICC: www.iccsafe Job Number: 136DCS128 Ply: 1 SEQN: 746868 / T21 / EJAC 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601'"D" OW Qty: 28 FROM: AH DRW: Truss Label: EJ7 Wgt: 23.8 Ibs / 08/04/17 12 6 M c O 1p d' 2X4(A1) B 1 A D 1 r 7, T 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: 20.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Fg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.022 D HORZ(TL): 0.031 D Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.533 TPI Std: 2007 Max BC CSI: 0.368 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 15.01.01.0402.19 WAVE 40 01 SAS8 ff 5B 8160 BB 7F 48 00 99.2ES5 FB WsItem knbe sc c3ma x ad'ar-AI'Mladby vau,21Marttoez �&.�., t4t.�rrFH2l cntga ctatsRt�awn adxirn m.�g a 53•iAwi a�^�tenr�catisax¢cda. pnetedc iaso9ila dncrcaeriatm not amaAerad skwd Md z kd ara6 tFc 53a¢srt4c2imarsda n�[ � �adf3cd wxaa�gc9ectror� CDOOL ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 336 1155 / 257 / - / 211 15.5 D 127 /26 /102 /- /- /1.5 C 171 /169 /85 /- /- /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 77 -160 Maximum got 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, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [Safety Information, b TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins lled per BCSI sections 63, B7 or p10, le. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of Ivi i,orrorn acceptance any structure its drawing,any failure to build the on this drawing or cover page to design shown. The suitability Job Number: 136DCS128 Ply: 1 SEQN: 676030 ! T5 / EJAC 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty: 2 FROM: JAH DRW. Truss Label: EJ2 Wgt 11.2 Ibs .. / ... 08/04/17 1 0 12 6 2X4(A1) B C 21 i 1A 21 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W B 163 / 68 / 144 / - 163 / 5.5 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 32 / 6 130 ! - / - 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.000 D - - C 33 / 28 / 10 ! - /- / 1.5 Des Ld: 37.00 EXP: C HORZ(iL): 0.001 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 18.76 it CreepFactor. 1.5 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: 0.099 - D Min B Width R n Req = Load Duration: 1.25 MWFRS Parallel Dist: hl2 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 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 9.00 it 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 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l36" uses design values approved 1 /30/2013 by ALSC Wind Member design based on both MWFRS and CBC. v STATE OF 40015A38 FF 5B 9180 88 7F48 00 99 2€ 85 FB rtdcifamt�aa9.xtcrasktlroc psignad:snds4atadbyBA"=Jhurthu, Uc.rmllo.jun th¢craw shaw�s a4�awe er gasxx s. aL'Ah erit3cafs �atc.. 'tedc��s..mirJus.d�ca�-siaaffi not cmnalCermB s�nxc€and sealed arxd tFe 55A,1 aaRhenr,,p9teusr.da rumt CaxcrN :f W=ye!sctraw- =ItL. 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 Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI anr7'SBCA) tot 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 proppery attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B1 D, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin 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 ppr 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 iob's general notes Dam and these web sites- ALPINE: www.aloineitw.com, TPI: wwwlninst.om: SBCA: www.sbcindustrv.com: ICC: www.imsafe.om Job Number: 136DCS128 Ply: 1 SEQN: 676032 / T59 / EJAC I I 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty: 1 FROM: JAI DRW: Truss Label: EJ2A Wgt 11.2 Ibs / ... 08/04/17 1 n 12 2X4(A1) B C i 2r i�-- 21 Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Defi/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Fg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 7.00 Speed: 160 mph Of- 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 - EXP: C HORZ L 0.001 D Des Ld: 37.00 Mean Height: 18.76 ft ) NCBCLL: 10.00 Code ! Misc Criteria Creep Factor. 1.5 Soffit: 2.00 BCDL: 4.BCDL: 5.0 psf psf Bldg Code: FBC 2014 RES Max TC CSI: 0.099 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.023 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 9.00 it FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.20 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Windit Member design based on both MWFRS and C&C. Of + v° p a e#v" 40 01 SA38 FF 55 8180 BB 7F 48 00 99 2E 85 FB rtititemk= nbttr /s+F nndacid=aiedbyFAww—a1Mfmtinez, Fs OL. 1k.t`R72@2lM 0a daystawn ab v3ng aSH'A'I aas�isnl�asrc�2e xtotnd rt�itaaftf� dacct¢sr�arc not crsstemnd sigaxcas and s�lmd me rit awy dectmnY- tat. T M ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 163 / 68 1144 ! - 163 / 5.5 D 32 /6 /30 /- !- /1.5 C 33 /28 110 !- /- /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 Sot Chord Forces Per Ply (Ibs) Chords Tens -Comp. B-D 0 0 "*WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! `"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire 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) 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 pro gpeny id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, i a. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to 50A-Z for standard plate positions. of 'i F'i 1, or Torn acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability rPl 1 Sec.2. Job Number: 136DCS128 Ply: 1 SEQN: 676095 / T18 / JACK 4EHB Hayden-2601 "D" OW /DR Horton 14EHB Hayden-2601 "D" OW Qty: 5 FROM: AH DRW. Truss Label: 13J5 Wqt 16.8 Ibs / ... 08/04/17 C 12 6 m o � N C7 B CM 2X4(A1) D 5' 1t 5' Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W B 263 / 123 / 208 / - / 155 / 5.5 TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 90 / 17 / 70 / - / - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 D - - C 119 1115 158 / - ! - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.010 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 19.50 it Cree Factor. 1.5 P B Min Brg Width Req = 1.5 Soffit. 2.00 TCDL: 4.2 psf BCDL: 5.0 P sf Bldg Code: FBC 2014 RES Max TC CSI: 0.329 D Min Br Width Re g q = - Load Duration: 125 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.182 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: "' Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Camp. VIEW Ver: 16.01.01B.0614.20 Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP 91 Bot chord 2x4 SP 41 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 0 ""A`' E OF 40 015A38 FF 515 81 SO 8137F4800 99 2t85 Fri Y#rlt leamhas �:ccnekd zl�,ned we waled by is mml Martina:, .� (Ft.. tie.�tTlsEl asr tflcCa�siwrea a6scv� raing a sriai at-tllentica�caar�de. Frameddmwm€rst = mat uaui&wd tdmd sealed and Si+s.=..'.a , as^theni4tasicsarddamc.tYx�erlflrJ.r.rxrsds�:trmrs:. culns. A-B 27 0 B-C 53 -126 Maximum Bot Chord Forces Per Ply (lbs) 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, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a 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. Appty plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shippintt, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this thawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. Fnr mnrn infnrmafinn see this hWh neneral nntes nano and these w h sites- AI PINE- w alninedw m TPI, L tninst nm, RRCA' w shrind-try m 1rr' waves irr—fa nm Job Number: 136DCS128 Ply: 1 SEQN: 676083 / T11 / JACK 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty: 1 FROM: JAH DRW. Truss Label: BJSL I Wgt 18.2 Ibs / ... 08/04/17 T i 5' �— 2r 5' 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: 19.25 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL:5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (P9,Pf in PSF) Def11CS1 Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L/# Of- NA Ce: NA VERT(LL): NA Lu: NA , Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.005 D - HORZ(TL): 0.008 D - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.419 TPI Std: 2007 Max BC CSI: 0.172 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 0 40 01 SA 38 FF 5S 8180 BB 71 48 00 99 2E S5 FB rtib item huabtennduaftd by FAW"IMartbm f£ (rt. uce rA7E821 of thadm shownabtmm w,&g a stiA 1 ac.thtnt�at�aszade- ?smto33zr{ttsdtc-s affirm not cansidrsd stpadamd snakn$ art the SMA,2 waffientk2ba.noode.mast be wz fd on atrgtdectrork rsc es., C ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 337 / 181 / 297 / - / 179 / 5.5 D 87 /10 175 1- !- /1.5 C 109 / 105 / 45 / - / - / 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 52 0 B-C 49 -122 Maximum Bat 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 Ore extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byv TPI anr7'SBCA) r sa>Pety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted a 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 shall have bracing installed per BCSI sections B3, B7 or B10, Ire. 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 drawing,any failure to build the on this drawing or cover pa e �e design shown. The suitability v any Job Number: 136DCS128 Ply: 1 SEQN: 676097 / T19/ JACK 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty: 5 FROM: AH DRW: Truss Label: BJ3 Wgt: 12.6 Ibs / ... 08/04/17 C n co O 2X4(A1) e N 4"3 A D 3' �t 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl 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: 11 Snow Duration: NA HORZ(LL): -0.003 D - - Des Ld: 37.00 EXP: C HORZ L 0 003 D )t Code / Misc Criteria NCBCLL: 10.00 Mean Height: 19.00 ft TCDL: 4.2 psf Creep Factor: 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.183 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.075 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any 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 91 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. No 047182 0 1':1 is 40 01 5A 38 FF 5881 BO BB 7F49 00 59 2€95 FB r'nk items itcrnektiaca',cs�3j�ra� �x5 scaled by iAtreatl Martincs; PE (Fl.. ttc.Cdit32 f an �acase nhaee�a �� rr.3ns a sal •1 ssedisartfcat�:aa spa. Mbate� cryttnse+i'tt�s airrer;:vsi am arutccros➢dcsni3 s�neti sraS senind sn6 thc,.isk z svlrAen `Ixa2kwsera�e nrsst &s �erifcd eae ae�+ydrtmr�;Y_ tcL3ns. , ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL 1 W B 193 / 95 / 162 / - 1 101 / 5.5 D 51 /8 142 /- /- 11.5 C 64 /62 /28 1- 1- 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 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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly l7id ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or t le. Apply plates to each face. of truss and position as shown above and on the JoinCDetails, unless noted otherwise. i2efer to 60A-Z for standard plate positions. a division of TPI 1; or torn acceptance any structure failure to build the g or cover page_ in. The suitability Job Number. 136DCS128 Ply: SEQN: 4EHB Hayden-2601 "D" OW /15R Horton /4EHB Hayden-2601 "D', OW Qty:11 FROM: JAH 81 / T54 /JACK DRW. Truss Label: BJ3L Wgt:14.0 Ibs .. / ... 08/04/17 C T T LO CV i 3' �- 2 ' 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL 1 W B 281 1164 / 269 / - / 125 / 5.5 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Liu: NA Cs: NA VERT(TL): NA D 48 / 19 / 54 / - / - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.006 D - - C 45 / 45 123 / - 1- / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.007 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 18.75 ft Creep Factor. 1.5 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: 0.719 D Min Br Width Re — Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.158 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes p', Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp_ Chords Tens. Comp. 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 "13B" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C. M 40 015A38-FF 58 81 BO 88 7F48 00 99 2E 85 FB 3fts ltam &:asffieen etccana¢rffira s§ c$'X-A=aladby FsiaeM wrtkuX, A-B 52 0 B-C 20 -94 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 r;E (P6. uc..caassz! orrcheaiascsnawra abtxvm w.fa� a SSFR3 auth eescica3t�aa ca�da. r'Yt�t¢d crpiaz.aSthis d:r_r r^cr.,tarra naicxxsx$d+xed s`�1as?zn$ cxa�e axaE the �3A2 asA}iaatc�4se vcm3a mut Gc wvif3d � aaqdectrar� myias. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingsh! ping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) r sa ety practices prior to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperyr!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 Joinf Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not responsible for any deviation from this drawing any failure to build the truss in conformance with AN PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of pprofessiona engineering responsibility solely for the design shown. The suitability, and use of this drawing for any structure !s the responsibility of the building Designer per ANSI/TPI 1 Sec.2. ITruss Label -dens 2601 ""D" OW /DR Horton /4EHB Hayden-2601 "D" OW City9L 81.2 Ibs I FROM: AH 099 / T20 / JACK I DRW:! ... 08/04117 I Loading Criteria (psf) Wind Criteria TCLL: 20.00. Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 18.50 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 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/l/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 12 6 2X4(A1) B A C -F Tco _) L0 r D 1' 1'EO 1' Snow Criteria (Pg,Pf in PSF) DefilCSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL 1 W Pf: NA Ce: NA VERT(LL): NA B 150 187 / 146 1- / 49 / 5.5 Lu: NA Cs: NA VERT(TL): NA D 11 Ill / 19 1- 1- 11.5 Snow Duration: NA HORZ(LL): 0.000 D - - C -14 129 / 27 1- 1- / 1.5 HORZ(TL): 0.001 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: 0.171 D Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0.016 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: 16.01.01B.0614.20 A-B 27 0 B-C 29 -19 t � e A, "'. STATE 40 01 SA 38 EF 5B 81 BID 85 7F 48 CO 99 2E 85 Fti Thu itamw"bem alarxrv�3ea jsw, amd as =f.dby rAw..1 t, ounea, Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 t=E fit, tte. �3>_f521 an �,edaYeshoaea abare u^.dng aS3iA-i as°t3icnttcsxb.Rss rudru P&ui¢ bm*IWsdtx=z—Awagot wtW d 4=4=d=hd antitiae5tst: Tauthenitsa rrszdaeax tbnarrrif&:6mmgd"uar.L- cmim —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trussesr equire extreme tare infabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted 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 810, as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI> ! PI 1, or for handling shipping, installation and bracing of trusses:A seal on this drawing or cover page_ listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this iob's aeneral notes oaae and these web sties: ALPINE: www.alr)ineftw.com: TPI: www.toinst.om: SBCA: www.sbcindustrv.com: ICC: www.1c safe.ora Job Number: 136DCS128 Ply: 1 SEQN: 6761011 T27 / HIP_ 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty_ 3 FROM: AH DRW: Truss Label: CJ7 Wgt 42.0 Ibs .. / ... 08/04/17 T ,V3 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 19.99 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 it 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 "1313" uses design values approved 1/3012013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. 67 9110"1 6'3" 3'7" 0 6'1"4 + 3'2" 6'1 6'1"4 9'3"4 9'1 Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL Pf: NA Ce: NA VERT(LL): 0.014 G 999 240 B 326 1199- L'u: NA Cs: NA VERT(TL): 0.032 G 999 180 E 410 1176 / - / 0 / 0 Snow Duration: NA HORZ(LL): 0.004 F - - D 168 / 163 / - / - /- 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 Sid: 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) Mf S ecified Camber /W / 7.0 / 1.5 / 1.5 9 P Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): WAVE VIEW Ver: 16.01Chords Tens.Comp. Chords Tens. Comp. .018.0614.20 A-B 9 -8 C-D 72 -74 B - C 382 - 638 047182 40'015AM fF 5t3 8180 BB 7F48 00 99 2E S5 FB %h ltum;rtairsua a{x ad mad:saladby teaa el Munger, ;� (H.. �-�c7.tazt ant>rm +utr shawaa6¢� �g asxsa authars�rrY,�sra stwta. r trd"P&SQlcl6.1,1a dirc�aea-a= notansi&r0d sivwd=d =iad mad tt 3av9hent`ss2iericWemststiaa vrrif mmyolmimnk =;iUL 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 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. installers shall provide temporarryy BCSI.. Unless noted ojherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro ppefly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or 810, e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. hefer to 60A-Z for standard plate positions. a division of its drawing,ahy failure to build the on this drawing or cover page ie design shown. The suitability any Job Number: 136DCS128 Ply: 1 SEQN: 676105 / T53 / HIP_ 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty: 1 FROM: JAH DRW. Truss Label: CJ2 Wgt: 12.6 Ibs / ... 08/04117 12 C A 9a r-7---- M ti 2r9ii.3 . �-- 1'5" 219113 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 L/defl L/# Loc R 1 U / Rw / Rh / RL 1 W B 82 / 59 /- /- /- / 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: II Snow Duration: NA HORZ(LL): 0.000 D - C 17 / 16 /- / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ L 0 000 D - �) Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 0.00 Mean Height: 18.74 ft Creep Factor. 1.5 B Min Br Width Re 1.5 9 q Softit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.084 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 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 ft Rep Factors Used: No Max Web CSI: 0.000 Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): I Chords Tens.Comp. Chords Tens. Comp. I VIEW Ver: 16.01.01B.0614.20 Wind Duration: 1.60 WAVE Lumber A-B 14 -11 B-C 8 -8 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 113012013 by ALSC Loading Hipjack supports 1-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. No 2 w ,r W M W, -- STATEOF . M 40 01 5A 38 FF 58 8180 BB 7F48 00 99.2E95 FB 3# u49 fndbyFAs Itl EAartiw, Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 €:4L. tYc.GdrE92! tm t?imdmSa giwwm obrx� tf.�ng a SH'.wi ui3iemtw^rrmdn.. TA"d KOPM1441kid ei>znxxWAmat 4=Wicsnd :t esasi xrdsgn�d and mmyelmimrk rm�lnt: "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 Componenf Safety Information, by TPI and'SBCA) y 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 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 f Details, unless noted otherwise. (Refer 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 ANSITI 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 protessiona 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 lob's general notes Dare and these web sites: ALPINE: www.alDineltwxom: TPI: www.toinst.om: SBCA www.sbcindustrv.com: [CC: www.ic safe.orq Job Number: 136DCS128 IPly: 1 1 SEQN: 681985 / T25 /'SY42 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty: 1 FROM: DJH DRW: Truss Label: FT1 Wgt: 109.2 Ibs I Page 1 of 2 .. / ... 08/04/17 " 1,4,E -� (T'P) 2X4(R) ., AB C D E F G H I W=3X4 W=3X4 J K L M N O P =2X4(R) QR 19'11"8 _l 19,11 "8 _i 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 Og: NA Ct: NA CAT: NA PP Deflection in loc. Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Of. NA Ce: NA VERT(LL): 0.000 P 999 360 T" 109 / - I - l - l - 1239 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. EXP: NA Des Ld: 55.00 Mean Height: NA ft HORZ(TL}: 0.001 R - NCBCLL: 10.00 TCDL: NA psf Code / Misc Criteria Creep Factor: 1.5 Maximum Top Chord Forces Per Ply (Ibs) Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.077 Chords Tens.Comp. Chords Tens. Comp. Load Duration: 1.00 MW FRS Parallel Dist: NA TPI Std: 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 CS 1: 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 1: NA GCpi: NA Plate Type(s): D- E 1 0 M- N 1 0 Wind Duration: NA WAVE VIEW Ver: 16.01.01B.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- 1 1 0 Q- R 1 0 Top chord 4x2 SP #1 1-1 1 0 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "136" uses design values Maximum Bot Chord Forces Per Ply (Ibs) 9 Chords Tens.Comp. Chords Tens. Camp. approved 1/30/2013 by ALSC AK-AJ 0 1 AB -AA 0 -1 Bracing _ AJ-Al 0 -1 AA-Z 0 -1 Sheathing is required for any longitudinal(drag) ee ' AI-AH 0 -1 Z - Y 0 -1 forces. All connections to be designed by the buildingV. Xs AH-AG 0 -1 Y - X 0 -1 designer. ,A AG-AF 0 -1 X - W 0 -1 Fasten rated sheathing to one face of this frame. i' AF-AE 0 1 W - V 0 -1 No 0471-02 AE-AD 0 -1 V-U 0 -1 Plating Notes AD -AC 0 -1 U - T 0 -1 All plates are 2X4 except as noted. R AC -AB 0 -1 wo Additional Notes Maximum Web Forces Per Ply (Ibs) See detail STRBRIBR1014 for bracing and bridging STATE01F At Webs Tens.Comp. Webs Tens. Comp. recommendations.ANae Webs are square out except dbl diagonals or as lo"a " AL -AM 0 -2 R - T 0 -4 otherwise shown.'°�.v A -AK 0 -5 T-S 0 -7 Truss must be installed as shown with top chord up. Ito. Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. 40 01 SA3& FF 5B B1 till BB 7F48 GO 99 2ES5 FB B -AJ 0 -107 J -AA 0 -133 TUS itcr d sssbeen ek srcn3ca t nadz1d=210d by iitwwd matt ra, C -Al 0 -139 L - Z 0 -133 aF(H.tzc.04711121=cAccaseshawaabstvaWfioasw7ti D-AH 0 -132 M-Y 0 -133 aaA mtk=mzode. E -AG 0 -134 N- X 0 -134 ftbud"p=ofttisdmm—.uraaaanot =utdr d signed =d =lad F-AF 0 -133 O-W 0 -132 and hmvriif&j mawyd«trorsk G-AE 0 -133 P-V 0 -139 mina. 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, handlinp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI anSBCA) foF safety practices prior to performing these functions. Installers shall provide temporarryy bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache 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 faceof truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITP11 Sec.2. i Job Number: 136DCS128 Ply: 1 SEQN: 6819851 T25 / SY42 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty: 1 FROM: DJH DRW: Truss Label: FT1 Wgt: 109.2 Ibs Page 2 of 2 / ... 08/04117 1-AB 0 -133 mNo 047182" ri STATE OF 4001SA38FF5581BO8B7F4800992E35FB ThItzadsaalxd by FAa .l Math"", 'n i('L. Lir.04ruat ontha dtiE mabevs wing5SNrra•3 usthenticateesseaia. § tack d;stsdCbr A notc�ala&MdTga7mxras!seaies& , acredt�u-;ii!xAaAam!foncode mustbaa dfwoanaardectmnic CW1.s. **WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re9uire extreme care in fabricatingg handlingA shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI ancl'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer 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 pr ) esslona 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 lWs general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: wane. inst.or ; SBCA : www.sbcindus .com: ICC: www.iccsafe.orq Truss Lab den--2T201 "D' OW /DR Horton /4EHB Hayden-260 "D" OW I Wgt 142.8 Ibs I FROM: DJH 45 / T43 / SY42 DRW. I / ... 08/04/17 9P"12 7'3"8 9'3"8 4 19,1118 778 2' 10'5"12 a 17 I-' 4I i I I �3"1�F"1 ' 1�� F-- 1 1H 1112X4 1112X6 =5X6=2X4(R) 2X4(R) 1112X4 1116X8(R) W=3X4 =3X4 1112X4 1112X4 T ADA B C D E F G H I J K L M N O PQ v=2X4(R) AE IZ% X W V U AC AB AA 5X8 Y 1115X6(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 loc Udefl U# Loc 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 / - / - / - / - 17.5 BOLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.593 H 393 240 R 1085 / - / - / - ! - / 4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.049 R - - AC Min Brg Width Req = 1.5 EXP: NA HORZ L 0.076 R - - R Min B Width Re 1.3 Des Ld: 55.00 Mean Height: NA ft �) q 9 Code / Misc Criteria CreepFactor. 1.5 Bearings AC & R are a rigid surface. NCBCLL: 10.00 TCDL: NA psf Bearing AC requires a seat late. Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.535 9 q p 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 I WAVE VIEW Ver: 16.02.01 D.0314.13 B - C 0 -1891 J - K 0 0 Lumber C- D 0 -3329 J- L 0 -4086 D- F 0- 3329 L- M 0- 3305 Value Set: 13B (Effective 6/1/2013) 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 #1 G- H 0 -4624 O- P 1 0 Webs 4x2 SP #3 H - 1 0 -4612 Lumber value set "1313" uses design values approved 1/3012013 by ALSC Maximum Bot Chord Forces Per Ply (Ibs) �i Plating Notes )t ij Chords Tens.Comp. Chords Tens. Comp_ All plates are 4X6 except as noted. ffi AC -AB 1059 0 W - V 4392 0 �v wt AB- Z 2708 0 V- U 0 0 Deflection a W. AA- Z 0 0 V- T 3B09 0 Max JT VERT DEFL: LL: 0.38" DL: 0.26". See detail ► Z - Y 4034 0 T - S 2700 0 DEFLCAMB1014 for camber recommendations. ' Y - X 4035 0 S - R 1061 0 " X - W 4624 0 Additional Notes ro- + 2x6 continuous strongback. See detail MMaximum Web Forces Per Ply (Ibs) STRBRIBR1014 for bracing and bridging ,a recommendations. v„r . Webs Tens.Comp. Webs Tens. Comp. Webs are square cut except dbl diagonals or as"a 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. � ONAg -B 11� 1474 L - T 380 684 AB- C 0 -1136 M- T 0 -79 ' C-Z 844 0 T-N 822 0 ` D-Z 0 -89 N-S 0 -1119 4001EA38:FF5B81B0BB7F4800992ES5FB Z-F 0 -959 S-O 1161 0 3fsiclter�isas.tursrek s%mcd=d=a1edby Ma 41 fnarthdm F - X 1381 0 O - R 0 -1477 €"E €Ft. Ue.irdp nn l#irda3• �hswraa6xx�n a sttf.-3. a�3ismnticaziaesc�v3e. X- G 0- 918 P- R 0 -40 H-W 0 -326 R-Q 0 -7 PSbt1d<tpies01&,,M dotcreera Mot uami red SaariMd waled =6as asydearmak_ dies. ""WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme pre in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI an7 SBCA) faF safety practices prior to performing these functions. Installers shall provide temporaryy 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, 67 or B10, as applicable. Appty plater 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 Buildinlg.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 profession engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS128 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Truss Label: FT3 7'3"8 7'3"8 1 Wgt 11 Ibs FROM: DJH 29 / T32 / SY42 I DRW. 08/04/17 9-3"8 15'11 "8 2' 6'8" 1-3" '"� �— ZT 1712 -� A T -a=2X4(R)l 2X4(R) T t =4X4 =4X6 =4X4 1113X4(R) B C D E F 11012 -� { F"t'-i �— 2'6" —'+" 1'3" 1113X4(R) =4X4 =4X6 G H I J K =4X6 =3X6 1113X4(K) 1113X4(K) =3X4 =4Xb =4AU 1611"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 foe Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.176 F 999 360 S 864 /- / - /- /- 17.6 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.280 F 663 240 L 878 / - / - /- / - / - BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.031 B - - S Min Brg Width Req = 1.5 EXP: NA HORZ L 0.051 B L Min B Width Re Des Ld: 55.00 (T )� � q = - Mean Height: NA ft Code / Misc Criteria Creep Factor: 1.5 Bearing S is a rigid surface. NCBCLL: 10.00 TCDL: NA psf Bearing S requires a seat plate. Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.576 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2007 Max BC CSI: 0.679 Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.404 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 F - G 0 -2675 Wind Duration: NA WAVE VIEW Ver: 16.01.018.0614.20 B - C 0 -1441 G - H 0 -2664 Lumber C- D 0 -2393 H- 1 0 -2356 D- E 0 -2393 I- J 0 -1442 Value Set: 13B (Effective 6/112013) E - F 0 - 2670 J - K 3 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 "1313" uses design values approved 1/30/2013 by ALSC S - R 834 0 O - N 2527 0 R- Q 2021 0 N- M 2022 0 Plating Notes Q- P 2625 0 M- L 831 0 All plates are 2X4 except as noted. P - O 2675 0 Hangers I Ties r� r # a, Maximum Web Forces Per Ply (Ibs) (J) Hanger Support Required, by others Webs Tens.Comp. Webs Tens. Comp. No 04710.E Additional Notes # T- U 0 - 3 G- O 0 - 354 + 2x6 continuous strongback. See detail 0 A - S 0 -41 O - H 552 -47 STRBRIBRI O14 for bracing and bridging ,kS - B 0 -1161 H - N 0 -391 recommendations. fie' A B- R 844 0 N -1 464 0 Webs are square out except dbl diagonals or as STATE*�, R - C 0 -807 I - M 0 -808 x# C- Q 506 0 M- J 849 0 otherwise shown. s� D-Q 0 -98 J-L 0 -1160 Truss must be installed as shown with top chord up. '� Q - E 0 -393 L - K 0 -15 _. F - F 4271 _160 1622 K - L 0 -45 40 015A 38 FF 5B 8180 B13 7F48 00 99 2E 85'F8 ThU liemhasir>rcn cktsa yzF ned.aid:saladgay id mel MaM3" 2£ (ii.. tis.ezara3.l asrthm dat.51w7wm sam�a,s^..dng s SH#=8 sraherf�.tcaae�Je. , Ptlated cca�z+a3xlds drxsxsttK,ixta n+rrtammii�ad si�xax� an9caind �E i�S"n'Ri �4.1DItiT1�".iffiLYR i?�dA rifiSr L"A 2K'tif�d@t SII�[�fSrl®r'.�� my3ns. *`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI and'SBCA) (o'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ 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. 12efer 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 ANSIlfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of professiona7l engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. ,For more information see lhis'ob's general notes page and these web sites: ALPINE: www.al ineitw.com TPI: www.tpinst.org; SBCA' www.sbdndu .cam IM www.iccsafe.org Job Number: 136DCS128 I Ply: 1 SEQN: 681991 /T44I SY42 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty: 3 FROM: DJH DRW: Truss Label: FT4 Wgt 105.0 Ibs / ... 08/04/17 778 1 978 gljS 12 16'2"10 r 778 1 2' 4 6'8"14 i 1'3"12 } 1'312 � I—Lf - - 1'3" 1112X4 1112X4 1112X4 =4X4 1112X4 1113X4(R) W=3X4 =4X4 1112X4 A B C D E F G H I J K L T 18:=2X4(R) W M 2X4(R) 'v 2X4(R)X 1 ma's V U T S R Q P O N =4X =3X6 1113X4(R) 1114X4 =3X6 W=H0308 16'2'10 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 roc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf- NA Ce: NA VERT(LL): 0.185 F 999 360 V 878 / - / - / - / - 17.5 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.307 F 613 240 N 880 /- / - / - / - 13.1 BCDL: 5.00 Category: NA Snow Duration: PIA HORZ(LL): 0.032 B - - V Min Brg Width Req = 1.5 EXP: NA HORZ L 0.056 B - - N Min B Width Re 1.3 Des Ld: 55.00 i (T )= r9 q Mean Height: NA ft Code / Misc Criteria CreepFactor: 1.5 Bearings V & N are a rigid surface. NCBCLL: 10.00 TCDL: NA psf Bearing V requires a seat late. Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.582 9 q P Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2007 Max BC CSI: 0.743 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0A13 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- 1: NA GCpi: NA Plate Type(s): A - B 1 0 G - H 0 -2444 Wind Duration: NA WAVE,HS VIEW Ver: 16.01.01 B.0614.19 B-C 0-1471 H-1 0 -2444 Lumber C- D 0 -2454 I- J 0 -2444 D-E 0 -2454 J-K 0 -1472 Value Set: 13B (Effective 6/1/2013) E- F 0 -2769 K- L 1 0 Top chord 4x2 SP #1 F - G 0 -2766 Bot chord 4x2 SP #1 Webs 4x2 SP #3 n values Maximum Botns. Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design Chords Tes.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC I) i V- U 849 0 R- Q 2766 0 Plating Notes jai U- T 2066 0 Q- P 2764 0 All plates are 4X6 except as noted. axow T - S 2702 0 P - O 2065 0 Additional Notes S- R 2702 0 O- N 849 0 .e a + 2x6 continuous strongback. See detail Maximum Web Forces Per PI Ibs STRBRIBR1014 for bracing and bridging y ( ) Webs Tens.Comp. Webs Tens. Comp, recommendations. e Webs are square cut except dbl diagonals or as V4 W - X 0 -3 Q - G 144 -71 otherwise shown. A- V 0 -41 G- P 0 -648 Truss must be installed as shown with to chord u V - B 0 -1181 I - P 95 -136 P P- s B-U B65 0 P-J 516 0 U-C 0 -B27 J-O 0 -825 C- T 528 0 O- K 866 0 �> D-T 0 -98 K-N 0 -1182 T-E 0 -420 L-N 0 -40 ON E-R 459 -162 N-M 0 -7 R - F 56 - 322 40 01 5A38 FF 513 tit BO B8 7F49 00 99 2E 95 FB 41Zlt Itenlim teas ekr"kaNAped anal scaled by YAa lWrthieA PE. (A. lit. MIMI Mtha da-2 ah'atvaabam tang a3Rj'�3 'acffitant+ra33,,vs¢mda. I mead erpiasof&.Li der AMA -A enotauud"dWed aaad=.lad a»d km &Xki 3'a[.2hantolim Bccde na f be W=fiad an waydatmrk csxfas.. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, byV TPI an7SBCA) tot safety practices nor to pertorming these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olherwise,top chord shall have properl� attached structural sheathing and bottom chard shall have a proppefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, 67 or 610, as. s 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 positrons. Alpine, a division of ITW Buildin�tL�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 protessiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TP11 Sec.2. Job Number: 136DCS128 Ply: 1 SEQN: 6225611 T34 / SY42 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty: 1 FROM: DJH DRW. Truss Label: FT5 Wgt: 44.8 lbs / ... 08/04/17 Loading Criteria (psf) Wind Criteria TOLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 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 "138" uses design values approved 1/30/2013 by ALSC Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. f-� I--- 1'2"12 =3X8 =3X4 =3X8 A B C =3X1Q 378 Snow Criteria (Pg,Pf in PSF) DefI/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 VERT(LL): 0.002 B 999 360 E 199 / - l - I - I - l - Lu: NA Cs: NA VERT(TL): 0.003 B 999 240 D 209 / - / - / - / - / 4.0 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 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 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 Lo st a4 � . E-B 0 -112 C-D 0 -63 A-E 0 -34 C-D 0 -21 40015A38FF5581BO8137F4800992E95FB SYataltarzs Ass bemclz s3�:nadan#seslaca tsyt r6aa>+scf lAurt�ez, ' 'aE.€;'t., tte..54T'ui$ on Via d2u ahawn ubs trInga SRA. l a erti=nMMdr_ tadcr��s�r[ha:d xi.»�+antcsd zi�am�xnsi �raind arad tf,c;. xza ertfaa9ksnt .9e ansrt bavwIfLA aawfdedmic rfsss.. **WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. installers shall provide temporary bracing per BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing 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. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlin% shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIfrPI 1 Sec.2. For more information see this mob's neneral notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o • SBCA wwww.sbcindu .com; IM www.iccsafe.orc n Job Number: 136DCS128 Ply: 1 SEQN: 622563 / T42 / SY42 I 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty: 1 FROM: DJH DRW: Truss Label: FT6 Wgt: 30.8 Ibs / ... 08/04/17 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 Category: NA EXP: NA Mean Height: NA it 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 6/112013) 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 Special Loads —(Lumber Dur.Fac =1.00 / Plate Dur.Fac.=1.00) TC- From 50 pif at 0.00 to 50 plf at 2.58 BC- From 5 pit at 0.00 to 5 pit 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. -- 1712 --- F3 F3 d 10�"12_� IIIA 4 =B 4 IIIC 4 3X4 Snow Criteria (Pg,Pr in PSP) DeflICSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA CY NA CAT: NA PP Deflection in loc Udell L/# Loc R / 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 / - / - ! - ,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 /- /- /- /6.0 ;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. 16.01.01B.0514.20 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. F-E 266 0 E-D 256 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 hi A, 2 *.. B-E 38 -19 C-D 0 -406 M 40 015A38, FF58 8180 BB 71. 48 00 99 2E 85 F8 ThUItemkmbemaleiixr a y ad=0uratedbyl.mn--lMartinez, 7E (Z tit. Q4111MI W tha&W shwwitahala U*g a SK&I authentlot m-4a. tedsrptasaftlie dwLMWA:are mnt cws 14watl agzmd Mn tealad awE trsaS£tM3an.th..deatbes:cad0 M K bat wulfasd dMtMrk smylox: "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, bV TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted d henvise,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. Appty places to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to 60A-Z forsp ndard plate positions. a division of lis drawing,any failure to build the on this drawing or cover pane L design shown. The suitability Job Number: 136DCS128 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Truss Label: FT7 7'3"8 7'3"8 3"1+_3"12 1112X4 1112X6 2X4(R) =5X6 1112X4 1116X8(R) A B C D E F G _F 3•a AE v=2X4(R) 1 3s AF AA Y AD 5X6 AB 55XBZ 1114X10(R) W=3X6 Loading Criteria (pso Wind Criteria TCLL: 40.00 Wind Sid: 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 6/112013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Special Loads —(Lumber Dur.Fac =1.001 Plate Dur.Fac =1.00) TC- From 100 plf at 0.00 to 100 plf at 19.71 BC- From 10 pit at 0.00 to 10 pif at 19.83 TC- 435 lb Cone. Load at 15.98 Plating Notes 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 STRBRIBRIO14 for bracing and bridging recommendations. Webs are s uare cut exce t dbl dia onals or as Py: 1 SEQN: 681989 / T33 / SY42 y: 1 FROM: DJH DRW: gt 145.6 lbs / _.. 08/04117 9-3"8 15'11 "12 19'11'T 2' { 6'8"4 + 3'11"12 N i_ ' 1±- �3"1-�— 1'6" --}--- 2'5'12 W=3X4=2X4(R) 1112X6 =3X4 1112X4 =5X10 =5X8 1112X4 H I J K L M N O PQ X W V U T S R =4X4 1114X4 =5X8 =5X6 =a I 19'11"8 Snow Criteria (Pg,Pf in PSF) DefiICS1 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 VERT(LL): 0.453 H 516 360 AD 1165 / - l - 1- 1- l7.5 Lu: NA Cs: NA VERT(TL): 0.708 H 329 240 R 1440 / - / - / - / - 14.0 Snow Duration: NA HORZ(LL): 0.058 R - - AD Min Brg Width Req = 1.5 HORZ(TL): 0.091 R - - R Min Brg Width Req = 1.3 Code / Misc Criteria Creep Factor. 1.5 Bearings AD & R are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.769 Bearing AD requires a seat plate. TPI Std: 2007 Max BC CSI: 0.967 Rep Factors Used: Yes Max Web CSI: 0.785 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 I- J 0- 5184 WAVE VIEW Ver: 16.0,1 1B.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 - I 0 - 5209 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 'V� AD -AC 1142 0 X-W 5116 0 NO AC-AA 2957 0 W- V 0 0 aA✓ AB -AA 0 0 W- U 4715 0 AA- Z 4503 0 U- T 3751 0 + $ Z- Y 4503 0 T- S 3751 0 a Y-X 5217 0 S-R 1434 0 � ,, Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. STATE OF AE-AF 0 -3 J - W 0 -298 A-AD 0 -42 W-L 259 0 Qwax• AD-B 0-1589 L-U 0 -540 127-7 AC- C 0 -1252 U - N 7277 0 4-7 C -AA 963 0 N - T 22 -4 D -AA 0 - 79 N- S 0 -1589 q P 9 40 015A38 FF 5B 81.80 8B 7F 4800 98 2E 85 FS otherwise shown. AA- F 0 -1138 S- O 1648 0 Truss must be installed as shown with to chord u rtk hamt az#c e ci`ara"a nd a+Jscaisdbg r�i uiaritnrs, P P(rt. uc.trtrt7ton tatxztawrs aEu��sth 3 F - Y 1536 0 O - R 0 -1995 riandcarscasz�:fsw, Y- G 0 -1006 P- R 0 -34 H-X 0 -137 R-Q 0 -7 ezva�,a*d.:axnrne�sn�+�e X-J 147 0 amp U vadfwMa d"tmr cm&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'SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted d1herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections 63, B7 or 910, as applicable. Apply plates to each faceof truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z far 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 ANSIlI PI 1, or for handlinj shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pro essionat engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineiriv.com: TPI: www.tpinst.org; SBCA www.sbcindu .com; ICC: www.iccsafe.e Job Number: 136DCS128 Ply: 1 SEQN: 681681 /T471 SY42 4EHB Hayden-2601 "D" OW /DR Horton /4EH13 Hayden-2601 "D" OW Qty: 1 FROM: DJH DRW. Truss Label: FT8 Wgt: 86.8 Ibs / ... 08/04/17 1'2"4 (TYP) A B C D E F G H I J K L M T y"8 =2M& d=2X4(AR) 1 T88 66 LIL 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 " f, r 15'8" 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 611/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13113" 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 STRBRIBRIO14 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. 15'11"8 ,Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria ♦ Maximum Reactions (Ibs), or "=PLF IPg: NA Ct: NA CAT: NA PP Deflection in for Lldefl L/# Loc R / U / Rw / Rh / RL / W IPf: NA Ce: NA VERT(LL): 0.001 A 999 360 N• 110 1- I - I - Lu: NA Cs: NA VERT(TII 0.001 A 999 240 Z Min Big Width Req = - Snow Duration: NA HORZ(LL): -0.001 A - - Bearing Z is a rigid surface. HORZ(TL):-0.001 A - - / - / 188 Code / 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 Std: 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 -1 1 0 FT/RT:20(0)/l0(0) Mfg Specified Camber: C- D 1 0 1-1 1 0 Plate Type(s): D- E 1 0 J- K 1 0 WAVE VIEW Ver:16.01.01B.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 W-V 0 -1 Q-P 0 -1 V-U 0 -1 P-O 0 -1 U-T 0 -1 O-N 0 -1 Maximum Web Forces Per Ply (Ibs) No 047 Webs Tens.Comp. Webs Tens. Comp. AA -AB 0 -2 N-M 0 -8 01. A- Z 0 -43 M- N 0 -49 — Maximum Gable Forces Per Ply (Ibs) J Gables Tens.Comp. Gables Tens. Comp. B-Y 0 -141 H-S 0 -133 C-X 0 -132 I-R 0 -133 - D-W 0 -134 J-Q 0 -133 E-V 0 -133 K-P 0 -134 F-U 0 -133 L-O 0 -133 G-T 0 -133 40 01 5A 38 FF 58 81 BO BB 7F48-00 99 2E 85 FB t'tikitarnhvsbxcra alxctxytad <N"Icsi iry rAarnuci H£arttnss, �(Fl., t�.sta£�I cry tii.� data iPmevra at,amm eiga Sii�w3 sisffi�car.:sa�eta ?smn� sr��sa$s tiw�azmrat a�otcaas�d scs�znei s�si�d x�e tise�rt Z enC:zaAicgscr�e mint � s�zt3f�d vkkacgdectrar3: resins. —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, b TPI and'SBCA) r satPety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herwise top chord shall have properly attached structural sheathing and bottom chord shall have a propperly l7id ceilingg Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 61D ile. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to a division of its drawing,any failure to build the on this drawing or cover page Le design shown. The suitability I Job Number: 136DCS128 Ply: 1 SEQN: 622524 / T40 / SY42 4EHB Hayden-2601 "D" OW /DR Horton 14EHB Hayden-2601 "D" OW Qty: 1 FROM: DJH DRW: Truss Label: FT9 Wgt: 114.8 Ibs .. / ... 08/04/17 5'2"4 7,2"4 7' "8 16'8" 574 2' '4 9'3"8 1'3" -� M _ 111.18 �-- 2'5"12 3 1-Lt+L 12 2'6" 1 -1 2'6" --_ 1'3" —� W=3X4 1112X4 1112X4 =3X6 =3X4 1112X4 =4X4 A B C D E F G H I J IiI i� is i ■�■� is u ��=c �� 1111�! IZVA . _.m W V U T 'DAD K W V O N M =5X6 W=3X4 =4X4 -3X6 =4X4 16'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pt in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) 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): 0.271 R 715 360 W 917 /- /_ /_ /_ /_ BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.433 R 448 240 M 903 / - / - / - / - 17.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.027 M - - W Min Big Width Req = - Des Ld: 55.00 EXP: NA HORZ(TL): 0.043 M - - M Min Big Width Req = 1.5 NCBCLL: 10.00 Mean Height: NA ft 9 Code I Misc Criteria CreepFactor. 1.5 Bearing M is a rigid surface. Soffit: 0.00 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.764 Bearing M requires a seat plate. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2007 Max BC CSI: 0.856 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.465 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 3 0 F - G 0 - 2917 Wind Duration: NA WAVE I VIEW Ver: 16.01.01B.0614.20 B - C 0 -1503 G - H 0 -2543 Lumber C- D 0 -2861 H- I 0 -2543 D- E 0- 2878 1- J 0 -1523 Value Set: 13B (Effective 6/112013) E- F 0 -2917 J- K 1 0 Top chord 4x2 SP #1 Bot chord 4x2 SP 91 Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC W - U 870 0 R - Q 2884 0 Plating Notes U- T 2267 0 Q- O 2W5 0 All plates are 4X6 except as noted. re exx ' �e °e T - S 2263 0 S- R 2878 0 O - N N- M 2141 0 874 0 Deflection') "► Max JT VERT DEFL: LL: 0.27" DL: 0.19". See detail DEFLCAMB1014 for 4 Maximum Web Forces Per Ply (Ibs) camber recommendations. ft Webs Tens.Comp. Webs Tens. Comp. Additional Notes s 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 ,;" TA Wz B - U 881 0 U- C 0 0-1 I- N 547 0 0 859 recommendations. : -1056 C S 976 0 N J 902 0 Webs are square cut except dbl diagonals or as - - otherwise shown. , ��,� S - D 0 -348 R-E 67 -270 J - M K-M 0 -1217 0 -42 Truss must be installed as shown with top chord up.� E 233 L X 0 - i - Q -292 Q - G 220 - 55 - -3 4001SA38FF5B8180837F4800992E85FB fir ltenrsax Ltecn ele- R -. s}�,nad sn5aaalad 4ry Pda�w;eB MarLEnct, .FE (A. Lis.&+idEHxl csi Lie da9cshoa+n atxi" WAg a SNa t zAant`�alkmcod,L t lmeed c��sis}� dmcr�entsra nne rcr�7ieired ri�Zsi mad smabatl and LI^c s..f" "rA;.3 sacanMia4i�vvslo m+zs1 het arxr3ftd a am^d«trmr z rlel. "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 ancJ'SBCA) fr 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 attachetl 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. Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility,o the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's_general notes pacte and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA' www.sbdndu .com; IM www.iccsafe.org Job Number: 136DCS128 I Ply: 1 SEQN: 676131 / T45 / SY42 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty: 1 FROM: DJH DRW: Truss Label: FT10 I Wgt: 42.0 Ibs 1 .. 08/04/17 I 6" 1'2"4 6" �-� �-- 1'2"4 --� =3X6 =3X6 =3X6 A B C 3X8 1112X4 = 3X8 I 34"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W F 591 / - / - / - / - / - TCDL: 10.00 Speed: NA mph Pf: 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 HORZ L 0.003 D - - �) D Min Br Width Re 9 q Code / Misc Criteria NCBCLL: 10.00 Mean Height: NA ft TCDL: NA psf Creep Factor. 1.5 Soffit: 0.00 BCDL: NA psf BldgCode: FBC 2014 RES Max TC CSI: 0.563 Maximum To Chord Forces Per PI Ibs p y ( ) Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 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 ft Rep Factors Used: Yes Max Web CSI: 0.182 Loc. from endwall: NA FT/RT:12(0)110(0) Mfg Specified Camber: 1: NA GCpi: NA Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 16.01.018.0614.20 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 #1 Webs Tens.Comp. Webs Tens. Comp. Webs 42 SP #3 Lumber value set "13B" uses design values A - F 0 -28 B - D 0 -736 approved 1/30/2013 by ALSC F - A 0 -48 C - D 0 -179 F- B 0 -771 D- C 0 -28 Special Loads � B - E 50 -12 —(Lumber Dur.Fac=1.00 / Plate Dur.Fac =1.00) TC- From 100 at 0.00 to 100 at 3.38� pif pif BC 10at 0.00 to 10 at 3.38 -From pif pif All TC- 917 lb Conc. Load at 1.85 �'66 Nw,+ s . No 0 Hangers ITies - (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. �" s SERALk' 40 015A38 FF 50 81 BO BB 7F 48 00 99 2E 85 FB ti an9•catad$y Uamel Martinez, S"F `R. lP4BSItaZ! tYi �t@da3¢ 5tia5Wttif?flf9 BY�fi�i SiiA•1 aLitiCkik�td:e'TLSYA@, I s�taricsr,,tazcJdusd�r,.r.rrQaam notcrassis�aad ssatai and sealed and k la SM,S +=fkaimn=fa mwt Sae-ra&-d mmydwtrenk atlas.. "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f2efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawing indicates acceptance of professtona 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 bes general notes page and these web sites: ALPINE: www.at ine tw.com: TPI: www. inst.o - SBCA: www.sbcindu .com' IM www.1ccsafe.orcj Job Number: 136DCS128 Plyg::151.2 SEQN: 6816861 T46 / SY424EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW y1 FROM: DJH DRW: Truss Label: FT11 Ibs .. / ... 08/04/17 1'8"4 7'1"12 9'1"12 18'7"8 1'8"4 5'5"8 2' 9'5"12 2'6" ` 1'4" 1112X4 =5X10 =5X6 A B C D E F ri 2'5"12 �Z lf� 1—'1 2-6" W=3X4 =4X10 =5X6 1112X4 G H i r K L M MAA Z Y X W V U T S R Q =5X8 =4X10 =5X6 =5X8 W=H0308 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BOLL: 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 "138" uses design values approved 1/30/2013 by ALSC Special Loads —(Lumber Dur.Fac. 1.00I Plate Dur.Fac.=1.00) TC- From 100 plf at 0.00 to 100 plf at 18.50 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. Additional Notes + 2x6 continuous strongback See detail 18'7"8 2X4(R) 1112X4 N O 3"8 2X4(R) 4PB ae � =4X6(") Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl. U# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.307 V 708 360 AA 1564 / - I - l - l - 14.0 Lu: NA Cs: NA VERT(TL): 0.480 V 453 240 p 1061 / - / - / - / - 17.5 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: 1.6 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 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 3 0 H -1 0 -4028 WAVE, HS VIEW Ver: 16.01.0113.0614.19 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) 0 'Stott Chords Tens.Comp. Chords Tens. Comp. 'M AA- Z 1686 0 U- T 0 0 " t► sear ,. Z- X 2664 0 Y- X 0 0 U- S S- R 3705 0 3705 0 X- W 3786 0 R- Q 2632 0 No 2 v W- V 4518 0 V- U 4514 0 Q- P 1038 0 Maximum Web Forces Per Ply (Ibs) # Webs Tens -Comp- Webs Tens. Comp. " `ATE OF A -AA 0 -67 U -1 445 0 .� AA-B 0 -2248 B- Z 805 0 1-R K- R 0 -675 0 - 58 Z-C 0-1192 R-L 785 0 710 -10 88 0 X-E -8411 Q M 1129 E-W 954 0 M-P 0 -1444 W-F 0 -445 N-P 0 -42 STRBRIBR1014for bracing and bridging 40015A38FF5881BO8117F4800992E85F8 V-G 92 0 O-AB 1 -3 recommendations. ahtritemhmbeen =;dad by M=mlMwttnts, G-U 0 -638 'PE iFL. IPt.CdTIE2(an t�m6a3r stusaea a@mvas u^.�n8 a SHRT3. Webs are square cut except dbl diagonals or as a ti entn9m otherwise shown. Truss must be installed as shown with top chord up. 4¢acraztrdrxsx�n xaraa �tcxasna �s datma uc xhc:,f,ArS �ca'hanGraSi�sneta?8u mesr Gma�xSfsleac a�gslectmrak cm�ins. —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 an r7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted o1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propIterly 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 Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinttL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see fhis'ob's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www.tpinst.org; SBCA' www.sbcindu .com; ]CC: www.iocsafe.org Job Number: 136DCS128 Ply: 1 SEQN: 622572 / T41 / SY42 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty: 8 FROM: DJH DRW. Truss Label: FT12 Wgt: 145.6 Ibs .. / ... 08/04/17 i 7'11 "4 9'11 "4 21'3"8 f 7'11"4 + 2' + 11W'4 I 3"1� �"I � —. 2'1"4 —'I F--3 -L%q 1112X4 =4X4 =2X4(R) =4X6 1112X4 =6X8 1112X6 1114X6(R) =4X6 W=3X4 1112X4 =4X6 1112X4 AmA B C D E F G H I J K L M N O P AC =5X8 1115X6(R) 1112X6 W=H0308(1) =4X10 =4X6 =3X4 Loading Criteria (psf) Wind Criteria TOLL: 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 GCp!: 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 "l3B" 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 i Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) 'Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# I Loc R / U / Rw / Rh / RL / W ' Pf. NA Ce: NA VERT(LL): 0.450 X 554 360 AC 1157 / - / - I- 1- / 7.5 Lu: NA Cs: NA VERT(TL): 0.703 X 354 240 Q 1171 1- 1- 1- /- / 4.0 .Snow Duration: NA HORZ(LL): 0.062 Q - - AC Min Brg Width Req = 1.5 HORZ(fL): 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 1- 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 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 4001SA38FF5881.SO6137F4800992E95FB Z-F 0 -968 R-0 1266 0 l� ThUItem 3rsseaeektscGxica gzt ned wd =led byMacuzclMartinoz F -Y 1328 0 O - Q 0 -1582 PEVL. i4t. dr:H3.(t}si taim dal�5'hawn atxi%a u^. ngsSNA-Y Y- G 0- 602 Q- P 0 -15 �zthnnttca#eesc. X-H 274 -118 P-Q 0 -44 �rmmdewxcfixfidrrsrtaamnatcrossdvgs"rsiandz�akd H-W 8 -665 sr�dtks.T..HRo-2 ssthenti�ca2e�wae da rersE Daarrdf3e6 em are�dectmrsk alas. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re utre extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen7 Safety Information, byy TPI anc7'SBCA) fo) satPety 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 attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. {2efer to drawings 160A-Z for standard plate, positions. Alpine, a division of ITW Buildingp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIt fPI 1, or for handlia shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawingg indicates acceptance of pro essrona 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'ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o : SBCA: www.sbctndu .com; ICC: www.iccsafe.org 4EHB Lab den-2631 "D" OW /DR Horton 14EHB Hayden-2601 "D" OW I Plyg:t1168.0 Ibs I FROM: DJH 80 / T52 / SY42 I DRW:/ 08l04/17 I Tl 1 "4 9'11 "4 217" T11 "4 2' 117"l2 F— Z6"12 �{ 2-6"12 1 Z6"12 --� =4X6 =5X8 W=3X4 102X6 =3X4 =4X6 B C D E F G H I J K L MN �A QX4(R) X4(R) AB AA Z Y X W 1112X6 V U T S R Q P O AC =6X8 =6X6 Id2X6 W=H0308 1114X6(R) W=3X6 1112X6 =6X6 -6X8 012X6 1112X6=4X4 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 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 Plating Notes All plates are 5X6 except as noted. Deflection Max JT VERT DEFL: LL: 0.44" 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. 21'7" 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): 0.438 G 577 360 AC 1173 / - / - / - ! - / 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 Brg 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 Std: 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: 16.01.01B.0614.20 B- D 0 -30M H- I 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 -3087 F-G 0 -5411 L-M 0 -1132 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. `1 AC -AB 31 0 V - U 5309 0 �i " ' , Ao� AB -AA 2266 0 U - T 5309 0 24 4- �,�sa� AA- Z 3914 0 T - S 4949 0 W� Z-Y 3914 0 Y- X 5400 0 S-R R- Q 3916 0 3916 0 No 2 X- W 5400 0 W-V 5411 0 Q- P P-O 2264 0 31 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S �A AD-AE 0 -103 A 0 H - T T- J 28 342 350 0 00 " -AC -1020 a®� + •A� e A -AB 1495 0 AB- B 0 -1537 J - S S - K 0 - 681 704 0 � 11 2 D 0 -1104 K - Q 0 -1101 D-Z 49 -3 D- Y 943 0 Q-L L- P 1116 0 0 -1536 40 01 SA38 FF 50 81.80 8B V48 00 99 2E R5 FB Y - F 0 -1160 P - M 1494 0 T.'l7lsand=lad by sAaraarlm4rkinm4 F-W 330 -66 M-O 0 -1020 £. �'t. tii. C4]i8z(es7 thsssia4¢.shswst a6nax u^,3sig a sHTrB G- V 0 -320 N -AF 0 -103 V - H 562 -248 f t�dc aias th3sap taa�mma t�amiaC:md dptd=ti mina araa thc.SA.l nut kvesiflad M a Ydatmrlk CMI.3. **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 temporarryy bracing per BCSI. Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attaches 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. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIII PI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this jaWs general notes page and these web sites: ALPINE: www.al ineitw.tbm; TPI: www.tpinst.org; SBCA: www.sbcindu .com; ICC: www.iccsafe.or Job Number: 136DCS128 IPly: 1 SEQN: 681690 / T49 / SY42 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty: 1 FROM: DJH DRW: Truss Label: FT14 I I Wat 114.8 Ibs I Paae 1 of 2 1 _.. / ... 08/04/17 �— 1 '4" —� (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) Deff/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TOLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.000 R 999 360 T- 109 / - / - /- /- / 259 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: NA HORZ(TL): -0.000 R - - Mean Height: 10.00 TCDL: eiei psfght: NA ft ;Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs) Soffit 0.00 BCDL: 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 Std: 2007 Max BC CSI: 0.018 A - B 0 0 J - K 0 0 Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.033 B - C 0 0 K - L 0 0 Loc. from endwali: NA FT/RT:20(0)/10(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: 16.01.01 B.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-1 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 "1313" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/3012013 by ALSC Chords Tens.Comp. Chords Tens. Comp_ J Bracing AJ Al0 0 AA- ZZ 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 - tt� �e • , AH-AG 0 0 Y - X 0 0 designer.&' 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 ti 7182 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. W4 AC -AB 0 0 Additional Notes 40 Maximum Web Forces Per Ply (Ibs) Webs are square cut except dbl diagonals or as I STATE OF * Webs Tens.Comp. Webs Tens. Comp. otherwise shown. Truss must be installed as shown with top chord up. ,• AL -AM 0 -5 R-T 0 -54 o* A -AK 0 -54 S-AN 0 -5 IN It# Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. 40 015A 38 FF 50 8180 BB7F 48 00 99 2E 95 FB B -AJ 0 -142 K -AA 0 -133 StsktltamhYsbccnakaztvuvkapnedscalcd6yolarrc3raurttnrz C-AI 0 -132 L-Z 0 -133 trt.ue.vsrxazfcne�mciacsnavn3ais�w�sssst a D-AH 0 -134 M-Y 0 133 aatAantaa¢tdl�. E-AG 0 -133 N-X 0 -133 fW�uedcsg3isxaarzhcdrmr AmsnoterjWe"adAgavdmd=led F-AF 0 -133 O-W 0 -134 sidthealemssaticmcsiamwtha�cir3etdcztranL G-AE 0 -133 P-V 0 -132 r°S H -AD 0 -133 Q- U 0 -142 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI '"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'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 SCSI sections B3, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positrons. 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 engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS128 Ply: 1 SEQN: 681690 / T49 I SY42 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 "D" OW Qty: 1 FROM: DJH DRW: Truss Label: FT14 Wgt: 114.8 Ibs Page 2 of 2 ... / ... 08/04117 J -AC 0 -133 40 015A38 FF 55 81 8007F48 00 99 2E 85 FB Thi; itarsr'hasl aa!scSxr d?q ned zrj wafad by tsar lmart- PE (K. tie.947'221un etc eta sha'rwrs'e Wing aWAA =hends nmzad9 tadc xs 3'xt d�aaamimmarotc iildm'ad lknddmg s alad aaad tFc.;:Y.A as eadca4ievnsode nest bevsrlfiedcararyd"trorsk- ccylas.. *`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 handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin rcLComponents 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 professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this iob's general notes page and these web sites: ALPINE: www.al ineftw.com: TPI: wvvw. inst.or ; SBCA: wwwsbeindus .com; ICC: www.iccsafe.org Job Number: 136DCS128 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Truss Label: FT15 3„1 14" (T'P) A B C D i Ply: 1 SEQN: 684539 / T51 / SY42 11 "D" OW Qty. 1 FROM: DJH DRW: Wgt:127.4lbs .. / ... 08/04/17 W=3X4=2X4(R) E F G H I J K L M N O P^ 1112X6 1112X6 1112X6 1112X6 1112X6 1112X6 1112X6 W=3X4 1112X6W=3X4 18'7"8 J 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 EXP: NA Des Ld: 55.00 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 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. Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R 1 U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.000 P 999 360 R• 109 1- / - /- /- 1223 Lu: NA Cs: NA VERT(TL): 0.000 P 999 240 AH Min Brg Width Req = - Snow Duration: NA HORZ(LL): -0.001 B - - Bearing AH is a rigid surface. i HORZ(TL):-0.002 B Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs) Bldg Code: FBC 2014 RES Max TC CSI: 0.072 Chords Tens.Comp. Chords Tens. Comp. TPI Std: 2007 Max BC CSI: 0.009 A - B 2 0 1-1 2 0 Rep Factors Used: Yes Max Web CSI: 0.031 B - C 2 0 J - K 2 0 FT/RT:20(0)/10(0) Mfg Specified Camber: C- D 2 0 K- L 2 0 Plate Type(s): D- E 2 0 L- M 2 0 WAVE VIEW Ver: 16.01.01B.0614.19 E- F 2 0 M- N 2 0 F-G 2 O N-O 2 0 G-H 2 0 O-P 2 0 H-1 2 0 Maximum Bot Chord Forces Per Ply (Ibs) 1 Chords Tens.Comp_ Chords Tens. Comp. AH-AG 0 -2 Z-Y 0 -2 AG-AF 0 -2 Y-X 0 -2 VVIO- _ AF-AE 0 -2 X-W 0 -2 ON AE-AD 0 -2 AD -AC 0 -2 AC -AB 0 -2 W - V V - U U-T 0 0 0 -2 -2 -2 AB -AA 0 -2 T-S 0 -2 AA-Z 0 -2 S-R 0 -2 '. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. SIATE OF A-AH 0 -67 Q-AI 0 -2 - P-R 0 -50 ,. Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. B-AG 0 -133 J-X 0 -133 C-AF 0 -134 K-W 0 -133 40 0138FF558180867F 00 3E85FB D-AE 0 -133 L-V 0 -133 Ttris9tsm'8wsa seas ciae8r „ x rad end uatedby MN"I Martb,".. E -AD 0 -133 M - U 0 -133 t.us.rasztcess2eztawrtz�vn�,a53t3 F-AC 0 -133 N-T 0 -134 G -AB 0 -133 O- S 0 -133 P�wvfe[iresai¢efsx �m a�rsccxvdrmd dasi lev H - Z 0 -133 amE tip::.a4s0.zenk%racsuns,er.,usr:ec.ratfr^1 rsc�e�tmr **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 Safety Information, by TPI an SBCA) fsa typractices prior to performing these functions. Installers shall pro, BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall .1id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections e- Aoo?v olates to each face of truss and position as shown above and on the Joint Details, unless noted other" a division of failure to build the g or cover page m. The sui bility any ref nc Truss Lab den---T6061 "D" OW /DR Horton 14EHB Hayden-2601 "D" OW I Wgt 828.8 Ibs I FROM: DJH 49 / T481 SY42 I DRW. 08/04l17 I f 71"12 f 9�I14 18'7"8 i 7'1"12 2 9'3"8 2'6-12 --�?-3 1� 3 12 I I-1 3, =5X6=2X4(R) 1112X4 1112X4 1112X4 W=3X4 =3X4 1112X4 1112X4 A B C D E F G H I J K L M. 38 38 = 187'8 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 Joe Udell L/# LOG R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.313 T 694 360 Z 1025 / - / - /- /- 14.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.489 T 444 240 O 1010 /_ I - /- /- 17.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.038 O - - Z Min Brg Width Req = 1.5 EXP: NA Des Ld: 55.00 HORZ TL 0.060 O - - ( )� O Min B Width Re 1.5 � q Mean Height: NA ft NCBCLL: 00 Code / Misc Criteria CreepFactor: 1.5 Bearings Z & O are a rigid surface. TCDL: NA psf . 00 Soffit: 0BCDL: 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 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.619 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RTA2(0)110(0) Mfg Specified Camber: I: NA GCpi: NA Plate Type(s): A - B 3 0 G - H 0 - 3600 Wind Duration: NA WAVE VIEW Ver: 16.02.01 D.0314.13 B - C 0 -1276 H - 1 0 -3600 Lumber C- D 0 -1276 I- J 0 -2996 D- E 0 -2648 J- K 0 -2996 Value Set: 13B (Effective 6/1/2013) E - F 0 -3818 K - L 0 -1744 Top chord 4x2 SP #1 F- G 0 -3831 L- M 1 0 Bet chord 4x2 SP 91 Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC 1$1 Z-Y 319 0 T-S 3831 0 Plating Notes ° A, AAll Y- W 2096 0 S- R 0 0 plates are 4X6 except as noted. X - W 0 0 W-V 3303 0 S - Q Q-P 3440 0 2474 0 Deflection w Ear v fi. '44 W V- U 3301 0 P- O 985 0 " 4 0 Max JT VERT DEFL: LL: 0.31" DL: 0.23". See detail U - T 3631 DEFLCAMB1014 for camber recommendations. MO , # Additional Notes w i Maximum Web Forces Webs Tens.Comp. Per Ply (Ibs) Webs Tens. Comp. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging ; STATE O A - Z 0 -33 Z- 13 0 G - S S- 1 33 -570 361 0 recommendations. -1035 B Y 1301 0 I - Q 0 -604 Webs are or as except square cut dbl diagonals q P 9 - otherwise shown. ',�� C- Y 0 -105 J-Q 0 -53 Truss must be installed as shown with top chord up. Y - D 0 -1116 D- W 767 0 Q - K K- P 709 D 0 -1015 * W- E 0 -909 P- L 1056 0 'y E-U 879 0 L-O 0 -1371 40 015A FF 5B 81BO BB 7F 48-Q(l 9'9 2E SS FB U - F T-G 206 -1 -171 M - O N-AA 0 -42 0 -3 a3aTs ttamivxabcEar olaz3rcaJsS�itmd aisl.calad €+y ti7saue3 Htarttnr.� Fi(rt. !ie_{AS7Za3:(�r Cnm caa�s�taswn a6tvam w.dag a 5NR«:. asusamtita fir. tads enrzf sdres xzatat�a mot a W&rgd sipddmd=bd uadtFse..zfadtaa:�hamYratkxczodam�.tCmwrr3f�.ucstr�da:trnnh_ ' =Ivs. "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, handlingA shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI and'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 properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or BID, as applicable. Apply plates to each faceof 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 Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the I.. in conformance with ANSI�I PI 1, or for handling shipping, installation and bracing of Wsses.A seal on this drawing or cover page listing this drawing indicates acceptance of pprofessions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI1TP11 Sec.2. For more information see this 'ob's eneral notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www. into ; SBCA: www.sbcindu .cam ICC: www.imsafe.ong Job Number: 136DCS128 Ply: 1 SEQN: 681692 / T50 / SY42 I 4EHB Hayden-2601 "D" OW /DR Horton /4EHB Hayden-2601 !D" OW Qty: 1 FROM: DJH VDW: Truss Label: FT17 Wat: 64.4 lbs / ... 08/04/17 17'--1,4"-- (TYP) A B C D E F G H I J 10-4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W J* 109 /- /- /- /- / 124 TCDL: 10.00 Speed: NA mph Pf. NA Ce: NA VERT(LL): 0.000 1 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.000 1 999 240 R Min Brg Width Req = - BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.001 B - - Bearing R is a rigid surface. Des Ld: 55.00 EXP: NA HORZ(TL):-0.002 B - - Code / M!sc Criteria NCBCLL: 10.00 Mean Height: NA ft TCDL: NA psf Creep Factor: 1.5 Maximum Top Chord Forces Per Ply (Ibs) Soffit: 0.00 BCDL: NA psf BldgCode: FBC 2014 RES Max TC CSI: 0.074 Chords Tens.Comp. Chords Tens. Comp. p' A - B 2 0 E - F 2 0 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.018 Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.031 B - C 2 0 F - G 2 0 Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: C - D 2 0 G - H 2 0 I: NA GCpi: NA Plate Type(s): D- E 2 0 H- 1 2 0 VIEW Ver: 16.01.01B.0614.19 Wind Duration: NA WAVE Lumber Maximum Bot Chord Forces Per Ply (Ibs) Value Set: 13B (Effective 6/1/2013) Chords Tens.Comp. Chords Tens, Comp. Top chord 4x2 SP #1 R - Q 0 -2 N - M 0 -2 Bot chord 4x2 SP #1 Q - P 0 -2 M - L 0 -2 Webs 42SP#3 P-O 0 -2 L-K 0 -2 Lumber value set "13B" uses design values O - N 0 -2 K - J 0 -2 approved 1/30/2013 by ALSC Bracin g Sheathing is required for any longitudinal(drag) - AN Nei ., 1 ' Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. forces. All connections to be designed by the building designer. e"�av+r a"'` A - R 0 -60 1-1 0 41 ' Fasten rated sheathing to one face of this frame..047182 Plating Notes Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. All plates are 2X4 except as noted. B-Q 0 -124 F-M 0 -133 Additional Notes TA C- P 0 -136 D-O 0 -133 G- L H-K 0 0 -136 -124 See detail STRBRIBR1014 for bracing and bridging. recommendations. E - N 0 -134 Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. i 4001SA38FF50811308137F4800992E85FB VkuItem hu EteatZrA=ledby 14a -*l marttnea, M. Lk.947,e821 "the astm l acihcnt9ca�wx�sde. a'�t'amtedmt a3xids dexma^stat �m nxrt e=16cmd%4TWdXnd Mimi the stiA,i at acatuaticarode mmt bAvaifbd M=Y d"trank c oimx. "*WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS, INCLUDING' ouire extreme care in fabricatina. handlina. shiooina. installino and bracing. Refer to an a division of I NI 1, or Tor n acceptance any structure rat nnt— -- ani as snown aoove ana on INSTALLERS ow the latest edition of BCSI (Building ns. Installers shall provide temporary Ind bottom chord shall have a properly led per BCSI secbons B3, B7 or 910, s, unless noted otherwise. (2efer to n this drawing,any failure to build the eal on this drawing or cover page it the design shown. The suitability ®BolseCascade Double 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP Immi Dry 11 span I No cantilevers 1 0/12 slope BC CALC® Design Report Build 6080 Job Name: 4EHB Hayden D Address: Lot 128 Creekside 136DCS128 City, State, Zip: , FL Customer: Code reports: ESR71040 File Name: 136DCS128-Beam.bcc Description: DesignslBM1 Specifier: Designer: Jason Hill Company: Raney Components, LLC. Misc: Floor Beam\BM1 August 4, 2017 15:54:00 M-u/-ut5 B0 B1 Total Horizontal Product Length = 20-07-08 Reaction Summary (Down / Uplift) (lbs ) Bearing Total BO, 6" 5,818 B1, 7-1/2" 5,424 Live Dead Snow Wind Roof Live Trib, Load Summary 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. (Ib/ft) L 00-00-00 20-07-08 321 119 n/a 3 FT10 Conc. Pt. (lbs) L 03-09-12 03-09-12 509 189 n/a Controls Summary value % Allowable Duration Case Location Pos. Moment 25,803 ft-Ibs 69.1 % 100% 1 10-00-15 End Shear 4,881 Ibs 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 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 �flt Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1 ") Maximum Total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. 40 01 5A 38 ff 58 81 BO BO7F 48 00 99 2E85 FB Th4itamh=bem am-"'s Irlby ldaaxid M.,tt—. as �. tls. ea�zEzt ¢n Cn+s+ sfiarm ai�zs+ringa stra.a aarit�nsL�asafa. tndccptsm c9"ihk's tlecr .s3 aramatcrsasi cd dgascaZA=Zk'd amd F6 i.. s"61a;uthonUaai .T� xEe sa FFke.acrit dwarydntrark CrTAX. ®Boise Cascade Double 1-3/4" x 16" VERSA-LAM(g) 2.0 3100 SP Floor BeamIBM1 ® Dry 11 span I No cantilevers 1 0/12 slope August 4, 2017 15:54:00 BC CALC® Design Report Build 6080 File Name: 136DCS128-Beam.bcc Job Name: 4EHB Hayden D 1 Description: DesignslBM1 Address: Lot 128 Creekside 136DCS128 Specifier: City, State, Zip: , FL Designer: Jason Hill Customer: Company: Raney Components, LLC. Code reports: ESR-1040 Misc: Connection Diagram Disclosure �{ b L d Completeness and accuracy of input must be verified by anyone who would rely on a • • • output as evidence of suitability for particular application. Output here based on building code -accepted design c 1 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 or ask questions, please call a minimum = 2" c = 12" (800)232-0788 before installation. bminimum =3" d=6" Calculated Side Load = 440.0 Ib/ft Connection design assumes point load is top -loaded. For connection design of side -loaded point loads, please consult a technical representative or professional of Record. Connectors are: 3-1/4 in. Pneumatic Gun Nails Construction Details �J TOP Loaded Only C:omection Double 114' Versa -Lam 19 11'"w Mae wow Min. BC CALC ), BC FRAMER®, AJS-, ALLJOIST®, BC RIM BOARDTA° BCI® , BOISE GLULAM-, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA -STRAND®, VERSA -STUD® are trademarks of Boise Cascade Wood Products L.L.C. M When 2 pieces of 1-W!"" Versa-Lamam loaded from ab rr� `�*0`' Nail 9-112" and 117W beams w/ 2 - rows 16d box or sON AV Nail 14'.19' and 18' beams w/ 3 - rows 1 boX or slri40 015A 38 Ff 513 91 BO SB F 48 00 99 2E 85 FIB Nail 24' beams w/ 4 -rows 19d box or smoker nails..iscta� ,Martinsx .r��§ecp&sva3'Sts�dcccYctrs.?�ra:nnt�tka9�xmd �'asa� kd w3r dw.Wx laaathnntkutim we a mot he vnifkd M Z"datmOx avid. 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, Portlally Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = L00 IIr. 1?n mnh W)nri Sneed. 15' Menn Helnht. Partlattu Fnclnsed. Fxncsure. D. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces (1) Ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace raw (1) 2x6 'L' Brace w (2) 2x6 'L' Brace Ik Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B i) 3' 10' 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' S P f #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' U Q H F Stud 3' 8' S' 9' 6' 1' 7' 8' 7' Ill 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' t1' i' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' 11' 1 7' 10' 8' 2' 9' 4' 9' e' 12' 4' 12, 9' 14' 0' 14' 0' #2 3' 10' 6' 7' 6' 10' 7' 9' e' 11. 9' 3' 9' 7' 12, 2' 12, 8' 14' 0' 140' #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' ill 8' 14' 0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, it, Ill 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' V 14' 0' 1-% #1 / #2 4' 5' 7' 6- 7' 9- e' 10, 9' 3' 10, 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' U S f F r #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' 0 f Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' B' 10' 5' 10, 10' 12, 8' 13' 7' 14' 0' 14' 0' #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' to, 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' 0 S #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' ill 0' 1 13' 11' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10, 6' 10, ill 13' 4' 14' 0' 14' 0' 14' U' D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, It' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10, 10, it, 10, 12' 7' 14' 0' 14' 0' p #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' d S I- F #3 4' 7' 1 8' 2' 8' 5' 9' 8' 10' 0' Ill 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' L3 U Stud 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X O I I H F Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' 141. 5' 1' 8' 5' e' S. 9' 11' 10, 3' 11' 9' 1 12' 3' 14' 0' 14' 0' 14' 0' 14, 0' S P #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' .--f Standard 1 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' AboutiC_ able Truss Diagonal brace option T vertical length may be doubled when diagonal 18 )K brace Is used. Connect L I diagonal brace for 600# 'L' -Ij- at each end. Max web Brace total length Is 14'. ' ilE31E l i 2x6 DF-L #2 or better diagonal T I Vertical length shown braces single 8. In table above. or double cut L 1 45' (as shorn) at upper end. Connect dkoonl at AN RW COMPANY 133891akeftont oft. Earth City, MO 63045 44 `k _Ik Refer to chart above for .w4fm" 6 ue "f/� g ewWAR)gI(lm READ AIM FOLLOW ALL NMES-tH THIS DRAVINIA ..DWMTANTwe IMINISH THIS DRAWM To ALL (GINrRAcnacs INCLUDDIM THE B(STalERL Trusses require axtretce car¢ In fohrlcating, hnndtl%,•shlpping• InstalUnpo and bmcbp. Refeif, to and Foil" the latest edition of Best (BURCEng component Safety Information, by TPI and SBCA) foN.safety _ prnctkas prior to performing these functions. Instatters shall provide teegarary bradng per BCSI. top have attached structural sheatHnO and hott cho11 s' Unless noted otherwise, chord shall property .,,all have a properly attached NOId "ItIng. Locations shown For p-ent lateral restraint of webs _ f / shall have bracing installed per SCSI sections 43, B7 or BIO, as appilcable. Apply ptates to each face of truss and position as shorn above and on the Joint Details, unless noted otherwise. Reier to drowV.gs t60A-Z for standard plate positions. Alpine, a division of IN Bu0.ding Components Group IMQ shall not be responsible for any devlatlan from / . '„`(„'OF y 's�� this drawing, -y f.It.re to bait the truss In conformance with ANSI/TPI 1, or for horMUng, shipping, �j 'a,T htstailatbn t, bracing of trusses. A seal on this drawing or cover page listing this drawing, Indlomtes acceptance of professional ® �q q �//y etpineer4g re ttyy solNY for the design shown The sultabBlty and use of tale drnwtrtp the Buftc&Q DerJ; ANS1/TPI 1 Ser2 '9/ for any stnxture the respons441ty of per /�lA9nte�5R'Ir_t,tkk% \ For more Information see this Job's general notaa page and these web site& ALPINE, wwwatpinelt-omt TPI- www.tpinsterg) SSCty w-sbcindustry.orgi IM w"J-Fearg Bracing Group Species and Gradest Group AI S ruce-Plne-Flr Hen-Flr #I / #2 lMndard #2 1 Stud #3 1 Stud #3 Standard DO u I Flr-Larch Southern Pinewww #3 #3 Stud Stud Standard I I Standard Group BI Hem -Fir pl & Btr Bou ins Fir -Larch Southern Plnewv #I1 #1 #21 #2 lx4 Braces shall be SRB (Stress -Rated Board). .wFor Ix4 So, Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plF over continuous bearing <5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang Attach 'L' braces with 10d (0.128'x3A' min) nails. )i( Far CI) 'L' braces space malls at 2' o.c In IS' end zones and 4' ac. between Zones. 3K)ffar (2) 'L' braces. space nalts at 3' o,c. In 18' end zones and 6' o,c. between zones. 'L' bracing must be a minimum of 80'/, of web member length, Gable Vertical Plate Sizes Vertical Len tin No splice 4 Refer to common truss design for peak, splice, and heel plates, Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 Less than 4' 0' AX, TOT, LD. 60 PSF AX. SPACING 24.0' Gable Stud Reinf orcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Dr. 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or- 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 ❑rt 120 moh Wind Sneed. 30' Mean Heloht, Partially Enclosed, Exoosure D, Kzt = 1.00 S 2"Brace Gable Vertical pacing Species Grade No Braces (1) Ix4 'L' Brace x (1) 2x4 'LBrace x (2) 2x4 'L' Brace (1) 2x6 'L' Brace x (2) 2x6 'L' Brace 11 Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' S P F #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' e' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' U U Stud 3' 6' S' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' It, 13' 7' 14, 0' F Standard 3' 6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4' 8' 11' 9' B. to, 4' 13' V 14' 0' Q1 #1 3' 10' 1 6' 4' 6' 7' 1 7' 6' 7' 9' 8' 1t, 9' 3' 11' 9' 12121 13' 11' 14' 0' _j S P #2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 1 11' 7' 12, 0' 13' 9' 1 14' 0' D F L #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10' 13, 8' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' Ill 8' 9' 9' 1' 10, 1' 10, 10' 13, 8' 14' 0' d Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' e' 11' 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' S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' Ill 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' U Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' B' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' O F I Standard 4' 0' 5' S' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' it, 10' 12' 8' 14' 0' 14' 0' S P #1 4' 5' 7' 3' 7' 6' 8' 7' 8111, 10, 2' 10' 7' 1 13' 5' 13' 11' 1 14' 0' 14' 0' #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1'. 10' 6' 13' 3' 13' 9' t4' 0' 14, 0' #3 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' QJ D F L Stud 4' V 5' 11' 6' 4' 7' 11' 8' 5' to, 0' to, 5' 12, 5' 13, 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10, 2' 11' 0' 11' 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 8' 2' 1 9' 4' 9' 8' 110' 1' 11161 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 5' 7' 7' S' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' L3 U Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' Ill 5' 14' 0' 14' 0' 14' 0' 14' 0' O F Standard 4' 5' 6' 6' 6' 11' 8' e' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X #1 4' 10' 8' 0' B' 3' 9' 5' 9' 9' 11' 2' ill 8' 14' 0' 14' 0' 14' 0' 14' 0' d P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' e' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10, 7' 3' 9' 1' 9' 7' 11' 0' Ill 6' 14' 0' 14' 0' 14' 0' 14' 0' I D L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' s Standard 4' 5'1 6' 5' 1 8' 1' 8' 7' 10, 11' 11' 5' 12' B' 13' 7' 14' 0' 14' 0' -- aymm About, able Truss Diagonal brace option, T vertical length may be doubled -when -diagonal brace Is used. Connect LI - dlagonal brace for 690# 'L' -1I- at each end. Max web Brace total length is 14'. ?,fill I 2x6 DF-L #2 or better diagonal T Vertical length shown I brace) single 81 X In table above. J or double cut 1 45' (as shown) at L { upper end. ntinuous Bearing Connect dlagona at IUllllltt ml oint of vertical web. Refer to chart above for max g�bY1e r(Nely leng- wwWMMNmsw READ AND FOLLOW All NOTES 13N THIS DRAWTW wwDWMTANTww FLWJM THIS DRAVIM TO ALL C04TRACTMS HICLUDD�n THE INSTALLERS. Ivi \` '�. \V Trusses In fobrkatinp, handlUg, instolling and bracing. Refer to and require ewtreme care sWpphg, ng Compot Safety Infornoticn, by TPI and SBCA) for safety follow tho latest odiUn oof BCSI (Bu0.d:Component `�`��` practkes prior to Performing these functions. Installers shall provide temporary br-Mg per BCSL Unless noted otherwise, top chord hall have att-hed sir turat sheathing and button chord properly shall have a property attached Held ceiling. Locations shown for pormanent laterol restrofnt of webs have bratlng Installed SCSI 113, 87 BID, Apply to each face / 1Il�� Q I I IL_Jt� I il��l1 shod per sections or me applicobte. plates of trUII6 Omd position as shown above, and an the .)aht Details. time.. noted otherwise. = PC Jam/ Refer to dwwings 16DA-Z for standard plate positlons, Alpine, ITV Bantling Conponents Group Inc be for any devlat)- fro, ATE OF AN fiWCOMPANY a division of shell not responsible this draft, any FCDure to buftd the truss in confornv¢e with ANSI/TPI 1, or for h.andUng, shlpptrt, Installatlon L bracing trusses + eQ Q �! Q`.. '+�j of A seal on this drawing or cover pope listing this drawing, Indicates acceptance of professional engbneeWg responsDiNty solely for the desbn sham The sW Mty and use of this drawi.p G t for sail structure Is the raspondhglty of the B lav Designer per ANSf/iPi I Seel E nBh Cityfront Drive . MO 63045 ALPWFor moreand rhese web sitew TPlee this? job's n Infornation g SeratCA- notesw—sbpage —lccsafvoro �,%p•��j'9pp��pp`` 'tta\ Bracing Group Species and Grades. Group AI S uce-Pine-Fir Hem -Fir #I / #2 Standard 1 #2 1 Stud #3 Stud 1 1 #3 IStandarcij Dou las Fir -Larch Southern Plnewww #3 #3 Stud Stud Standard Standard Group Bi Hem -Fir #1 L Bir #1 Dou las Fir -larch Southern Plnewww tll #1 #2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). ioniiFor Sx4 So. Pine use only lndustrlal 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these rades. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide upUft connections for 135 plf over continuous bearing <5 psf TC Dead Load). Gable end supports Load from 4' 0' outlookers with V 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nails. X For (1) 'L' brace. space malts at 2' o.c. In 18' end zones and 4' o.c. between zones. )K)KFor (2) 'L' braces. space nalls at 3' o.c. In 18' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of BOY of web member length. Gable Vertical Plate Sizes Vertical Len tin No S lice Less than 4' 0' 1 2X4 Greater than 4' 0', but I 4X4 less than Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 TOT. LD. 60 PSF SPACING 24.0' 'T Relnfoi Ment Gn Tr Gable Detail Far I at —In Vartirnlcz Gable Truss Plate Sizes 3propriate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of .apped plates to span the web. 2*2X4 *2X8 rroviae connections ror upurt spec+riea an zne engineered truss aesgn. Attach each 'T' reinforcing member with End Driven Nails, 10d Common (0,148'x 3,',min) Nails at 4' o,c, plus (4) nails In the top and bottom chords. Toenailed Nails 10d Common (0.148'x3',min) Toenails at 4' o.c. plus (4) toenails In the top and- bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable DetillL Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENCI03014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC301014, A12030ENC101014, A14030ENC101014, A16030ENC303014, A18030ENC101014, A20030ENC101014, A20030EN➢101014, A2003OPED101014 See appropriate Alpine gable detall. for maximum unreinforced gable vertical length, 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Or - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord, 'T' relnforcing 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. SIP 03 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' 'T' Relnf. 'T' Mbr. Size Increase 2x4 30 2x6 20 ull�®ITAMre: FURNISH THI READ MG NO TO ALL CONTRARACCTTDRS THIS T�7QiE INSTALLERS. %,,�`��. '�'',,� REF LET —IN VERT Trusses require extreme care In PabricatIn& hondIno, shipping, lnstalUn and bracing. Refer to and fallow the tatest edition of DCSI aluadng Component Sofety D+fornation, by TPI and SECA) for safety �+e� �t ' DATE 10/01/14 practices prlar to performIng theca functions InstaOers shall provide tenP ,y bracing per RCSL = Cr 'yF_iU �. Untess noted otherwise, top chord shatt have property attached structural shea&g ono bottom chord DRWG GBLLETIN1014 shaD have a property attnchetl Npld ce4tri0• Locntbns sham for pernonent lotarnl reetrain of' webs _ �I chaa have bracng Installed Per SCSI sectbns B3, R7 BIO, as ppRcabte. Apply plates to each face Q I I �� of truss and posltlon as shown above and on the Joint Details, unless noted otherwise. IL1� Refer to droehps 160A-2 for standard plate paslthns AipIne, o dvisbn oP ITV 8u&drw ConponeMs Group Inc shall mt be respansRde Por onY devbtbn from AN ITWCOMPANY the o-nwn0. any Pn ure to b the truss In conformance with ANSI/TPI I, or for handing shpphg, $T 7E OF MAX, TOT, LD, 60 PSF Instaltatlan i brocIng of trusses. A seal on ttib droweg ar cover page uning thts dra.trp, Indi�tes naeptnnce of proPessloml z �O reap solely far the sham The wtattoblilty and uwe of this drowIng l % 9� �C O R �@` '� UR, FAC, ANY faeAg1'a`y" u<t R°n �"`tXe respan:wity ae t"�e eand,w �yR�r o<r aMsvml I sew 1 Eadh City, MO 2045 For more Infernotlon see this job's general rotes page and these web sltesi MAX, SPACING 24,0` ALPINE, wwwAto1neitw.canl TPR v—tpInitorai SDCA+ www.sbchduftrvArai ICG Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enc(osed, 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, )E)KAttach each valley to every supporting truss with, (2) 16d box (0,135' x 3.51) nails toe -halted for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TIC 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, 3X4 12 12 Max, 2X4 X4 I--- 8-0-0 max —� 4X4 Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, same species and grade or better, attached with 10d box (0,128' x 3.0') nalls at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown In DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with, properly attached, rated sheathing applied prior to valley truss Installation. Or Purlins at 24' o,c, or as otherwise specified an engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design, *x* 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'. Valle Spacing Pitched Cut Bottom Chord Valley � Le-nalled ss 12 12 Max, 1 X3 1X3 6-0-0 ��\�g JJIX3 5X4 SPL —(Mx Spacing) 1X3 2X4 Q oG�� SQ 20-0-0 (++) _l Supporting trusses at 24' o.c, maximum spacing, Square Cut Bottom Chord Vail 2X4 4X4 Stubbed Valley • Optional Hip End Detail Joint Detail ravARtDO. W-an AND FI211W ALL NDTES UN Tim WAVDO "N`"X SSL IVIA ''o-, TICLL 30 30 40PSF REF VALLEY DETAIL "101MtTAtTM FURNM TNIS DRAVM TD ALL CMTRACMRS [tlfl MM nE INSTA U3M Trusses regJre extreme core In fabricating, handling, shipping, Installing and bracing. Refer to and �w� fotbe the latest edltwn of BOSS CDJltllnp Conponent Safety 10—tlon, by TPI and SDW for safety �`� IrF'C DL 20 15 7 PSF DATE 10/Ol/2014 practices prior to perforH g these f„rctlons. In.tager. shoo provldw tenoornryy bradnp par [,ciL c` $7(,` DL 10 10 10 PSF DRWG VAL160101014 Unless tad oth.-Ne, UP hard shall have Property attached atr turd sheathing and bo' chortl � � M shaU have a properly attached r1old celW Locations shown far pernanent loterol restraint of webs shall hove br-kdgtI—Weed per DCSI aect�- 93, 97 or MO. a. op .bt.. Apply p,atas to each ace e LL 0 0 0 PSF of Rrfeto dra gs 61 CA Z f[an as or standard ptnan �t DrLopa, udasa rwhd otlxMsa. = / Atpine, a divWm of [TV DJldin Components fireup Irc. shall not he responsible for an deviation iron �- -ii` �P TOT, LD, 60 55 57PSF AN nWOOMPAW this dr..I g any faaure to bu4d the truss In conformance eith ANSI/TPI 1, or for hnn Il, p, sNpp ng, Installation t bracing of trusses, yip A seal on this drnsb:p or cover page Usting this drasing. b.9cates acceptance of protessiond •• Fory respansm0.tty of tau gWrLrp Daclgror per M6C 0 l+ 3 1.15 1.15 alineeriksok �1 13369 Lakeont Drive orSacP_ Each City, M063646 for sore I f.—tlon see this Job's general notes ppa6ge and these web sites i, "•C(i'r, �y,'.ti �� SPACING 24,(]' y AUINEi w tpineltsj TPI. .ww.tpbrstorg, SUCH wV-1.lndastry-VI ICD w ICCZofe.org 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 ppsf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg. located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1,0. Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purUns, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut toads. xx Refer to Encilneer's seated truss design drawing for piggyback and base truss specifications. Detail A 1 Purlin Spacing = 24" c,c, or less 12 Up to 12 17 11 4' Spacing = O.C. max 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 purlln bracing with (2) 16d box nails (0135'x3.5') and secure top chord with 2x4 #3 grade scab (I side only at each end) attached with 2 rows of 10d box nails <0,128'x21') at 4' o.c. 12 Attach purlln bracing to the flat top chord using a minimum of (2) 16d box nails (0,1351x3,5'). Up to 12 V /� II II \\� 4' Pu24n a.cmax pa m) Top Chord Scab (Typical Each End) Chord Full Flnt top chord purlins required at Depth both ends, purlln spacing > 24' o,c. Notet 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. tWARt DKZ-- REAR AND FOLLOW ALL NOTES ON THIS DRAWDa "IMPORTANT" FLI R ISH THIS DRAWING TD ALL CONTRACTORS IIKLLMM THE INSTALLERS Installing bracing. Refer to ♦ - ,ry�i. Trusses require extreme care in fabricating, handling, sHpping, and oA follow the latest editlon of SCSI ol'ading Component Safety Information, by TPI and SBCA) for safety c �� g ♦ \G L�rt /1 practices prior to performing these functions. Installers shall provide tanpornryy bracing per BCSL Unless rated otherwise, top Nord shall have attached str—t—.t she. Wng and bottom chord V N properly shall have a properly attached �gld ce0.1ng• Locations shown for permanent lateral restroh,t of webs L I.�1� II sections the Joint or Rea as unlessapplicable.no Apy plater to Boca fncv shotl have acing installed per above untesc noted otherwise. of truto and pposition ns shorn abo nl on the AN fl W COMPANY is.DetaRc, Refer to drorhgs 160A-Z for standnrtl plate positions. Alpine, a Etvielon of ITV Building Components Group Inc, shall not be sponsrote For any tlevlutlon Fron - %-0 % +�! Ar� G%, r this drow4,g, any fall— to buff the truss In canfornance with ANSI/TPI 1, or for MndUrg, shipping, Installation 6 brndng of trusses. y1 A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engke hgnWM of this drawing s 13389 La'xefront Drive Earth City, MO 63045 rel h1 See2. for strhBAdlmR For more Information sae this Job's general notes page and these web sites ALPINE,wwwnlebieitwxonl TPI, swwtoinstoro, SBCA, wew.sbcbidustrv.rot ICG wwwlcc-Fees r�Br�tT�/1 p e`Eg�! `\ �Di.. fl1Ai �CS171..�\\ 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 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. Attach purlln bracing to the flat top chord using (2) 16d box nails (0.135'x3.5'). The top chord #3 grade 2x4 scab may be replaced with either of the following, (1) 3X8 Trulox plate attached with (8) 0.120'xl.375' nails, (4) Into cap TC 6 (4) Into base truss TC or Q) 28PB wave plggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xl.375' nails. Note, Nailing thru holes of wave plate is acceptable. x In addition, provide connection with one of the following methodsl 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 B'xS'x7/16' <min) APA rated sheathingg Bassets (each face). Attach @ 8' o.c. with (8) Odd common (0.313'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF #2, full chord depth scabs (each face). Attach @ 8' oz. with (6) IOd 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 pigggyback plate to each face @ 8' o.c. Attach {eeth to plgg back at time of fabrication. Attach to supporting truss with (4) 0.120'xl,375' nails per face per ply. Piggyback plates may be staggered 4' o.c, front to back faces. SPACING 24,0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 Hip Frame Details Hip Frame XIAVA AA:.— N 'R' Lthed Use ASCE this detail 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 indicated, Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of Structural stepped hip system must be So, Pine lumber. anels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1.00 To him\\\ NAi, 1!iywlins. —VARNBfG- READ Arm FR1LV Au- cures ON T= WAVIMi ^ / ' % REF HIP FRAME ofNPIRTIWTww FIIRNISN TM BRAvu+G To Au Fa(fRACTQLS IN0.UBIMi THE INSTAIJ.eRS. �V EIV Trusses require wtreme core h fabricating, handling, shipphg, InstnlWD and brochB. Refer to and ` DATE 10/01/14 folio+ the latest edition of BCSI (Bu0.ttlng Component SnPoLy Inforwtlon, by TPf and SBfA) for snfeTy ►Va pr etkes prior to perfornhg these functions. [nsknllers stall prov4ie bripornry �brndngg per SCSI. Unless rated otherwise, top chard srmll Imve properly attached struchmal sheatrtlnp and bottom chard = DRWG HIPFR1801014 shnU Fave n properly ottachetl rlgttl cNlhg. lncotku.s sham far pvrnanant Wtaral rvstrMt of webs, owhat,f hive bradng hst.% per BCSI sections the B7 or kt as, npd- no Apply plates to enC', face = S ' I`IL� of twss Cmd ppoosltbn as shorn above uM on the Jo4t DeW0.s, wless rated ather+Lse. E OF Refer to drn.ingo 16CA-2 for standard plate poslUons. .Q Alphe, a division of ITV Building Compoments Group Inc shall rot be responsible for my devlation from S !� �/ t� Q ,4M ITW QOMPAPIY tNs drnw4,g, arty Po0.ure t bJld the truss In —Forms— with ANSI/TPI L or for hondeng, shipping, i 4 r . hstoltatlan L brachg of trusses. %re v �O Ae�'espmvty saletYvfor tll de:ahn sh.— WdrQ a= s Ity n d isenof v" ddraes k%la t Esdh Lakefro 6W1. for amY F� naretlnfornatlon seey thlstt�wb�s ge rnl notes p ge ands t�.heseueb sites. l� r'IFat� 1 ALPINE, .wwalphNtw.canl TPB vwrtphst.aral SBM wr..ahchdustryorgl ILO +wwlcesnfe ag 1i111111111t 1. AX DNIOV ��83�" Nf it +�,v1%l r4r�9 D ce;Dsa}Is•ga,�ise43 Puv a6owd�saaou ,a,�au$88 r,gof asW}aeai uoriou� dW �I ou ro3tlld�s SCDE90W'ti!�UUD3 _.cos I Idj/ISW aad 4m Ur-H H vvv s43 do a}Ia9lr—dzau asl •m} u�a Ruo .,o; N0 IUPllayel6HEEl '�d3 wci `�� n401 p�` B,.o,P St4a do asn pw zatugnr. = --is uel P a43 .,od AI.V- Aimas odsa,'� w W b Irada�d a7.a}aa»a ra}o�pq Hµso.,p s 4} aw}m aaod o ug,o p si4i uo roar v 'rd93M} do 9uPDJg 9 ua1}ollaa3w Q Lbr CS- 'euldd,4s au .4 .,od uo 11 IdInSNd tAl• TJ4W,Td w S_M a4} I " o} a pj Auo •aupa�p rI4} �Nydy�p)Mj� NY 3Sd Q1 '10 _ cloud ugiotnap kin -4 aIgl.uods., aq aou I1o4s ' 1 d—,q 3iu,uoduoo wPIP+H All s• � MNP a awdv — z�glasod a}ald P�Puois �d z-vovt •aw,wP of uadaa �� D 3Sd 11 0$ �(. ` arp+a4ao paaau r3aPa •aa}ig iw4 ?43 uo Puo anogo u,ov3 sa wlal3od puo rsnui so O aood 4�w o} Salold alddtl •olgoollddo ru 'DIH uo GH EH su-A-3 ISJH uad Pall-i-ll BUpo.,q ano4 IIo43 sgaa do }wo.4rau IOJa�y'I auauoulad .,od u,o4s sugao�P� •Dwpa� Pl�lu pay�vian /i,ado.,d a anml 11a4s �• bTOTSf1Sg�3bH 9M?JQ 3Sd 1Q 0 wow uoaioq Pua QuMaoa4s tori�uis Pawo}ia (WadoW anoy no4r Pao4o aoi •a3, a4}o Pa}ou rsalw • `� �s ,� V ` 1SJH uad 6uPo�q �l�wodua} aPlnvad I1Ws suallo}sul •suARwnd asaya BNwo;.,ad oa �ol+d sa�ii�v.id ti N�a ,� (aadvs .od (V78S P. 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AjddV I O �.uawaO.�o�uia�{-1 uoiq_n4_i_scjns .AacjWaH 'qaM 30 a:)of yooa o} qo:)s (T) ,Giddy 'qaM jo aoo f aplm uo goos as}ua6 <K) ,u6lsap paloas s,uaaul6u3 uo asjm.aaN:�o pal,41oads ssalun 4agwaw clam uoy} Aa:p aq uo apou6 puo sapads awns aq o:. 3.uawaojo3ula.a goos ao '}uawa:)uo,4ula,4--! }uawa:).ao,4ula a-1 <YE)9x2-2 9x2 smou 2 8x2 8x2-T 9x2 Mo.a T 8x2 <)IObx2-2 9x2 smo a 2 9x2 9x2-T bx2 moa I 9x2 yx2-2 9x2 smo.a 2 yx2 jo Ex2 bx2-T bx2 Mo .t 1 yx2 jo Exe dula2J gooS 2ulad -1 uo _1 }ulo.a}sab azls }uawaoauojula'd ani4.ou.4a}ly J16 pal31:DadS .aagwaw qaM -adA4. :�uawao ao3ula.a a}oludouddo L{:.Im u6lsap uni-au ':.uawao.zojula.a anl:.ou.aa4.11) wnwlulw aoj 'anl:.on.aasuoo acl ,Cow molaq q..zoLp ul pa13pads }uawaouoJulau and}ou.fa}ly -q,uawao,eo3ujau goos .ao :.uawaoauo,4ulau-1 .ao }uawao,ao3ula.4-1 0; suClsap paloas Ald al6uls uo umotgs b-13 paljloads aq4. 6uj6uoLp Aoj algoollddn Aluo sl ilo}ap sitdl tsa:�ON •pa.alsap sl poy}aw ;.uawaouoz�ulau qam anl}ouua}lo uo ;.ncl u6lsap ssnu} o uo pal,4pads sl (N13) }up_xa say loua:�ol snonul:�uo3 o uayM pasn aq oa. sl llo:�ap slgi Sup j014uIa>1 �j-l:D Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be increased for Duration of Load or web member. This design Is valid onlyy for 'Ingle ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail, (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and sppecies as damaged member. Apply one scab per face. Minimum side member length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel. Nail into 2x4 members usng two (2) rows at 4' o.c„ rows staggered. Nall into 2x6 members using three (3) rows at 4' o.c„ rows staggered. Nall using 10d box or gun nails (0,128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In loads. s L L T4' o,c �TYPical ~ O + O + O + + 2' [-- Stagger + = Back Face 10d Box (0,128' x 3', min) Nails, O = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Sta pered 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 24' 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 a 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 4 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chordr 2x6 5165# 1 5280# 1 6095# 6660# T' nun L nlstanca B L L L Nail Spacing Detail i� I �,�� '°!'`'�'" L Y DMTatr `ter naS NAvWW MALL OV CONMMMMCS RS W-1111THIS 1i nE WTALLERs, �� N+', REF MEMBER REPAIR Trusses requb a xtrene c re h fabrkatirg, Ka fit tt shipping, E t;UlUrgt and b—Ing. Refer to and Q�' �' V ''� =� �' �� DATE 10/Ol/14 falls, tha Fateat It— of BCSI tBud&ng Conporont Safety Infornotton, by 11 and SBCAI for safety practices prlor to performing these hmctlon& Installers shah P=r teaporary bradng per BCSL lbness noted ptherNse. top chord shntt have property attached structure s, tWng and bottom ch r No. DRWG REPCHRD1014 f''� 'Noll have a properly nttachetl rVd ceshtg, Locations shorn for pernonant totem restraint of ebs snn4 have brocrg Installed B St cecttone 83, B7 or DID, as apptrnbte. Apply to each face Q I I 1 LJ 1� I t—+ ILA per, plates of truss and posltlon as shorn above and on the Joint Details, unless "too otherrlse. Refer to draeings 16BA-Z for III�IIJ�� AN ITWCAMPAW stond-d plate positions Alpine, a &-talon of IN Bultding Conpments Group Inc shall not be respanslble for ony deviation from this drartng any fall-e to buad the truss In confarmnce rith ANSI/TPI 1, or far hnndling. slipping, OF i art w hstattaticn L brackg of trusses. A seat an this daring m cover page UstI g this dmM g, hdcmtss =mptar of professional eng4ierrYg responagh0.lty solely fer the de slwrn, TM sutmbAlty and use of this drodng �� i, S t✓ ,� �r.`�f °.1� Earth City, O 63U45 far arty structure L the resportffiBlty of fFx Bu0.dinp Designer per ANSI/IPI 1 See2 pLPgtF Yr•A(pMQIt� OIIIaTPI We pa �t� sB n` cl°��aa A�,�ico rrY ci coiaarg �t�� ''�� N�;;;, %%%% SPACING 24.0'_ MAXI STANDARD BOTTOM CHORD FALSE FRAME DETAILS �4, �, G� LENGTH T0� ILLER EXISTING FILLER `1 - 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'-C' O.C, MAX., OR SEE NEXT OPTION. - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH), APPLY REQUIRED BRACING (SEE BELOW), OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX, - FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS), xLATERAL BRACING IS NORMALLY 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' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER PER THE LATEST VERSION OF ANSI/TPI. THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING AND IOPSF MAX, CEILING LOAD., WITH THE EXCEPTIONS hinTG-n ON THIS SHEET T USE THIS DETAIL FORt ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS), :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. DS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES. BER GRADES LESS THAN SPECIFIED ON THIS DETAIL. TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'), SE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY 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 (J❑INT 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 RED, - 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 (❑R ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0,113x2,5') 2 3' D.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE <0.120') x1,375' NAILS INT❑ EACH MEMBER CONE 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) lid BOX <0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT CONE FACE ONLY). VARNMISM READ AND F➢LLLV ALL N➢Th3 ICI THIS DRAV@Kd �� IVI '+r .rINPRtTANT.s FURNISH I= WAVING M ALL CONTRACI➢RS INCLMIIG TM INSTALLERS. REF )� '+e„ REF BC FILLER Trusses r ✓ ell ewt, care In 1ni, tog, hondlIng, shlppEap, Instnl8np and bracMp. Refer to and r,ENc� �'',� DATE 10/01/14 follow, the lakest edtlon of BCSI (Buldnp Companenk Sofety fnFor'mtton, y TPI and SBCN for safety � � t� gpzr¢ctices prior to performinp these functlons. Instaiters shall provide tenporary �bracng per SCSL ��`� UrUesc notad otherwise, top chard shalt have property attached structural sheoW„g and bptton N DRWG REPBCFIL1014 II''�� shall have a property attached ripld cellnp. Locations shown for permanent Zero, restralnt of webs a Lu g shall have bract Instahrd per BCSI sections B3, ➢7 or RIO, as applicable. Apply plates to each face � a IIlJ1^_�JI of truss and ppodtbn as shown above and on the Joint Detnls, unless noted oth—Lue. / Refer to drawings 16OA-Z for standard plate posltlom. .ingE i fy (- Alpine, a dvislon of ITV Buldup ng Components GroInc, shall not he responsible for any devl&Vm fr cJ q AN OWCOMPANY this dra, any Failure to bdld the truss In conformonce with ANSLTPI I, or for handling, shipping,Se Installation L bracing of trusses, tom. .f A seal on this dro.4q or cover page listing tNs dra.Ino, wecates acceptance of profes�laral eerkhp resP�sb4lty sdely far the design sham. The 6ultamHy and use of this drawing 13389Lakelmnlodve fors structure Is tlx responsFlttY of the Buldrg ➢es11 per ANSI/TPI I Sect Earth City, MO 63045 For nore Infomation ... this Joh's general notes page and these web sitesu ug M%dl�� ALPHNE, w+w.nidneltw.coru TPL wwr.tpinst,artg SBCN rrr.sbaIndustrY.orgl ICO wwrlccsafearg t'/4t,' attt 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 f t mean hgt, located anywhere in roof, wind TC DL=4.2 psf, wind BC DL=6,0 psf, Kzt = 1,00, Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128'x3.0', min) nails at 8' o,c. plus clusters of four nails where shown in figure below 00. N❑TE1 #2 is the minimum lumber grade allowed for all species. N❑TEI Add 2110# uplift (max,) to reported truss uplift for wall connections. ..gvonrANry � READ DRAv""'M TO ALL"LL CM(u �S I THIS w TW msTALLCRs .�`°V` i8i�, T❑TAL TOP CHORD REF 2X4 SCAB ❑,H, DATE 10/01/14 Trusses require extrene care In fabricating, handling, shipping, hstalgng and brnch4 Refer to and fclloe the !.test edr. of SCSI CBWding C.np.nent Snfety Infrnntbn, by TPI and SRW for s.fety �. �pEN3R �, LOAD NOT TO EXCEED 40 PSF DRWG ❑HSCB2X41014 proctices prior to p¢rfarning these functbnc [nstalers shah pravRie tenparary �br.Gng per BCSL un<ess noted nther.6., top ch.rd snnR hnve properly att..h.d strutter. ah..avng And button o„ard _ No (DEAD PLUS LIVE) r AL shaN have a Properly ctt.ched rigb colWW��pp,, Loc.tbns sh.•n far pern.nent !.tare! restraint of rebs .halt have hroUng installed per abSI sections th j or Beg, ils unlessbno Appiy plotes to ench f.ce of truss and po sitlon as shoe. above and on the Joint Details, unless noted othereise. �� Refer to droehgs 16OA-Z for standard plate pasltlons. d Alpine, a division of ITV HuRding Conponents Group Inc shall not be responsible for any devl.ti- iron � S ATE OF AN rrWGOMPANY this draeing, any fnRure to b1ld the Is in confornonce with ANSUTPI 1, w for handy shipping. ` . Installation s brocing of trusses. A sea m this droving or mver page GstMp ttds dr.ehg, bblmtes .ccept.nce of profession.! t"ty and PI i iec�2. d k: f1�" "`g reS"°n "tKa e1yre `f �.�' DUR. FAC, 1.15/1.25 far any sawcture rcr_ �fyPA Earth Cty.M0603645 ALPINE, .ro.alpeeltvcon aTPl eee..tphit.orgl SSCA, .eesbcllnd4 try.orgleICG nrccenfe.o,g '"IVIVft� ;ttt�``�. SPACING 24' 0 EJ W End Jack EJ M O12 1 1VARIES OPTIONAL (2) 16d TOE NAILS SCISSORS BOTTOM CORD c § N eveled Jack a m (2) 16d TOE NAILS � � m CONNECTION DETAIL B-0-0 MAX. SPAN _a (BJ) (2) 16d GUN NAILS m FOR EACH LOCATION TYPICAL END JACK (EJ) SHOWN TOP & BOTTOM E N.T.S. 2x4 SYP Nailer 16" Long Oo8-0" Top & Bottom use 16d ,p Nails 4" O.C. staggered i TYPICAL CORNER SET LAYOUT i i I N.T.S I I OPTIONAL WEB CONFIGURATION t = 12 VARIES 1 NAILS Seee Connection Detail 12 vaRlEs © (4) 16d NAILS (i See Connection Detail OPTIONAL WEB CONFIGURATION c � 3X4 \ (4) 16d NAILS i See Connection Detail 11-3-12 MAX. SPAN i 11-3-12 MAX. SPAN ! TYPICAL SCISSORS CORNER JACK (CJ) i TYPICAL CORNER JACK (CJ) 1 N.T.S. N.T.S. TYPICAL CORNER SET INSTALLATION TYPICAL L ADING P.S.F. TILE: SHINGLES: TOP LIVE LOAD:1 20 20 ' TOP DEAD LOAD! 15 7 BOTTOM DEAD LOAD: 10 10 TOTAL: 1 45 37 STRESS [INC. 1.25 1.25 WIND DESIGN: Mf X. 160 MPH PER ASCE 7-10 MA> . 24" O.C. i "WARNING" Read & Follow all notes on this drawing. Furnish this drawing to all Contractors including the installers. 3 ,aaes�eef g®,a0®��1: iV ARTj�ss �o ® s ENsF.,��'". No MANUEL MARTINEZ, P.E. FLORIDA REGISTERED ENGINEER l%i'��'Cr LICENSE # PE 47182 O STATE OF : ur s o o®se41s...OR OR I s Iled �IQSl80®i c, STR❑NGBACK BRIDGING REC❑MMENDATI❑NS I BUTT STRDNGBACK BRIDGING TOGETHER 4' ��• ATTACH SCAB WITH 10d BOX/GUN 4-0. 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE, IN LIEU [IF SPLICING AS SHOWN, LAP STRDNGBACK BRI➢GING MEMBERS FOR AT LEAST ONE TRUSS SPACING STR❑NGBACK BRIDGING SPLICE DETAIL N❑TE1 Details 1 and 2 L (2) 10d COMMON (0.148'x3.0') OR BOX/GUN (0.128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB —ON BLOCK. ATTACH STRDNGBACK TO BLOCK W/ (3> 10d COMMON (0.148'x3.0') NAILS OR <4>10d BOX/GUN <0.128'x3.0') O NAILS. are the preferred attachment methods ATTACH STRDNGBACK TO O WEB W/ (3) lOd COMMON (0.148'x3') NAILS OR (4) 10d BOX/GUN /_C*128'x3.0') NAIL S i STR❑NGBACK BRIDGING ATTACHMENT STRDNGBACK BRIDGING SPACING REQUIREMENTS LIP to W None re tired W to 20' 1 row (at t *r of spwO ff 10 X 2 rose a at eadt 1/3 ) 37 to 4 3 rem a at each l/4 Oyer 40 rows at W ac ATTACH STRDNGBACK TO BOTTOM CHORD WITH <2) 810 - 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 load 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 OMOSS R AD NO MUDV ALL W1XS O1105 WA1m1° --aW lTAlfM RRM91 TMS DBAWDZ TD ALL COR2ACTIM DICUMM TIE DISTALli7LS. hs,JUMOu„e ,,� TC LL PSF REF STR❑NGBACK DATE 10/01/14 Trusses regil-e extreme care In fabricating, handling, afepph;, InstalUnp and bracing. Refer to and foaoe the tatest edition of DCSI (BuiLig Component Safety AMannation, by 1PI and SBcru for safety +�O '`�G tss�'��:'k TC DL PSF practices Prior to perfornhp these functions Ahstatters stall provide ter+porary �lr `hp per BCSL tmieas ehwd .�` ? t sa, oar:e2 .. ` noted od-wise, top shall haa" property attached structhral shenwhg and bottom d.ord shaft have 'a BC DL PSF DRWG STRBRIBR1014 Q 11 I1�1) a � instnU d` W u sCeectlons Ban B7o shown shall have bra pp1 n p I�coW�e.nt� a restraint aof chh foa of truss and osltldh na sham above and on the .bht DetaSs, unloss noted .harrise. " ss $TATf. t9F �' x ;yqs cuA' BC LL PSF Paper to drod�Prga 1ldZ for Ch �aM M11iW GD(1n0Y114Y nh�e ldStand" fpioos�ldpon shall rat W respormEale for orry eivlotlon from this draW4g, my foRhre to bWld tM truss in car�fomance efth ANSI/iP11, or for hor�dkg, sh*pthhp, log „�.NA§}zsxy� TOT. LD. PSF bhstattation L brocirg of tmsse3. A seat on this as at° or corer pifie ustb this ddhg. Indicates acceptance of prafesmral �.�..sparnaEkv saael fardrdoh alwe.rarn. hw aa:i5iletr SEazWFi RaS@59�Bi8 DUR. FAC. 1.00 13389 Lakefront Drive Earth City, MO&3W5 far wry is tM res�ru6ltty oP tiw &Akft De#p par 1 Seel For more Infornotlon see this Job's general notes� gpanppee Ana those Web Silica °"--^-w-"�«^ -- _ SPACING ALPDEh .1pinettoxonl TPA WeW.Sptnsta gl SBCN WWW.abdndustry.orgl ICQ hmJccsafeorg ,m„