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HomeMy WebLinkAboutEngineer TrussRANEY COMPONENTS Cover Sheet anev 19900 Independence Blvd. Order # 7 Groveland, A 34736 JOB # 136DCS1 12 X1,70neti7-5, LLC Phone: (352)429-9429 Fax: (352)429-7429 Printed: Fri, Aug 25 2017 Job Information: EOR Name and License Number. Customer Name: Creekside Lot 112 DR Horton 3112 Yellowstone Cir Description: City, State, Zip: 4EBB 1828-Cali "C" LL OL Ft. Pierce, FL Loading Information: RoofLoads: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 1 Bldg. Code: EiuiUdin­j_Tjp_e.- - Win- d Type: Wind Std: Wind i_P_e_e_d., Bldg. Useage': FBC 2014 RES ASCE 7-10 160 Residential - CAT 11 C IVIWFRC & C&C W/M Pages or sheets covered by this sea] from: 1 thru 32 Total 32 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 AlA 3 A2 4 A3 5 A4 6 A5 7 As 8 A7 9 AS 10 A9 11 A10 12 All 13 Al2 14 A13 15 A15 16 A16 17 61GE 18 CIGE 19 DI 20 D2G 21 V4 22 V8 23 ER 24 EJ7A 25 BJ5 26 BJ3 27 EJ3A 28 Bil 29 BJlA 30 CR 31 CJ3A 32 A14G ,\)eL MAty 0 E tv No 0 1; STATE 'OF .40 V NAL 11010%% 11111111 He Copy Page 1 of 1 510 K, RANEY COMPONENTS aney 19900 Independence Blvd. Groveland, FL. 34736 omponentS, LLc Phone: (352) 429-9429 ' Fax: (352) 429-7429 Cover Sheet Order # JOB # 136DCS112 Printed: Thu, Mar 30 2017 jon inrormar►on: Address: EORName and License Number. istomerName: Creekside Lot 112 R Horton 3112 Yellowstone Cir rscription: City, State, Zip: -'-:BB 1828-Cali "C" LL OL Port St Lucie, FL L d" I"f t" oa xng orma ion. Rool Loads: Floor Loads: TC Llve: TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Code. Wind Sid: wind Speed: Bldg. Useage: Building Type: Wind Type: 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 32 Total 32 # DESCRIPTION SEQNO . # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A1A 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 A8 10 A9 11 A10 12 All 13 Al2 14 A13 15 A16 16 A16 17 BlGE 18 C1GE 19 D1 20 D2G 21 V4 22 V8 23 EJ7 24 ERA 25 BJ5 26 BJ3 27 EJ3A 28 BA 29 BJ1A 30 CJ7 31 CJ3A 32 A14G Manuel M It'll V! 2 xT I n.E O 0471-92,- VAIIE OF 48 00 99.2E Pr4i%ndccgfliea aitF�s v�ocrmeni`ara nat wnsi�.erp�+sFgnc@�nd:sea}ad 131d Cla2S�LW assL:ncritiuficirc`n�e eiiust bso usdEa^s xvs artyaiccgrenti, YaP(as Page 1 of 1 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=A010969000 001304Z98E2190000A517 bate. 20, 013011:50:56-04'00' Adobe Acro�1" at DC version: 2015.006.30280 t, Job Number: 136DCS112 Ply:1 SEQN: 539457 / T10 / COM7DRW: 4EBB 1828-Cali "C" LL OIL/DR Horton /4EBB 1828-Cali "C" LL OL Qty: 11 FROM: AH Truss Label: Al Wgt: 224.0 Ibs / ... 03K 0/17 6'4"8 T10° 11 "7 19'10' 25'3.9 31'9"7 333" 39'8" 6'4"8 1'6" 6'5"15 5'5"9 5'5"9 6'5"14 1'6" 6'4"8 IlUkAl =4X6 =3X4 ==-3X8 =3X4 =4X6 I X4 �1' 62°t2 r 59"4 1 20.1 59"1 + 59"1 +20"15� 89"4 62"12 11� 6'2.12 12 14'0"1 19'10" 25'7°1 2T8" 33'5 4 39'8• Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration:1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.97 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 #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. 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) DefUCSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W PP. NA Ce: NA VERT(LL): 0.187 O 999 240 B 1654 / 308 1961 / - 1445 18.0 Lu: NA Cs: NA VERT(TL): 0.406 O 999 180 J 1654 / 308 / 961 / - / - / 8.0 Snow Duration: NA HORZ(LL): 0.078 L - - Wind reactions based on MWFRS HORZ(TL): 0.171 L - - B Min Brg Width Req = 2.0 Code! M!sc Criteria Creep Factor. 1.5 J Min Brg Width Req = 2.0 Bldg Code: FBC 2014 RES Max TC CSI: 0.666 Bearings B & J are a rigid surface. TPI Std: 2007 Max BC CSI: 0.600 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.613 FT/RT:20(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver.16.01.00F.0504.20 A - B 27 0 F - G 1114 -1906 B - C 1492 -3056 G - H 1255 -2428 C - D 1227 -2466 H -1 1228 -2467 D - E 1254 -2427 I - J 1493 -3057 E-F 1114 -1906 J-K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp. B - R 2673 -1193 O - N 2105 -826 R - Q 2670 -1193 N - M 2671 -1195 Q - P 2670 -1193 M - L 2671 -1195 P - O 2104 - 801 L - J 2674 -1194 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R - C 276 -5 O - G 494 -777 t C- P 418 -5W G- N 464 -164 P - E 464 -164 N -1 418 -597 E- O 494 -776 I- L 276 6 a F - O 1385 - 751 t�rtai€ ccplax trf tta'�acvrnentarw nit csmsid�h ed �d r�atcd . and traisxa-a �dartlixs'sra3m:iY+�s�a oe�if+�?'iEn any+clptatarv� �?t!iai **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS iuire extrema pre in fabripdn , hhaa dl' shippin , insfall!ng and bracing. , Refer to and follow the latest eddits n of SCSI (Building Safety Information, b TPI an� SB�A;or safetyrectips prior to perfomm�g these funcLons Installers sh Ilp vide terhporant BCSt Unless noted oherwise,top chord sf}all have properi attachad structural sheathin�nd botto c�oreshall have a properly �!d ceiiin . options shown for bermanent aierai restraint �f webs steal have bracing ms led per BES sections B3, 67 or 0, e. Apply plat s to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. iZefar to 60A-Z for stan�ard plate positions. a division of any failure Me build the in. or The s�ifta9111ty rrrey " oe Job Number: 1361)CS112 Ply:1 SEQN: 539458 / 1*13 / COMN 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: A1A Wgt: 260.4 Ibs ! .. 03/30/17 6'4"8 T10°9 14'4"7 19'10" 22'6"4 26'8" 31'9"5 i 33'3"�9 39'8" 85'5'9 2'8"4:� 4'1"12 5'1"5 1'6" 6'4'7 F-En' 12 eo 0 (6(A2) 1112X4 =4X6 = X4 = X8 1112X4 1d)(4 -4560 �1' 62"12 5'9°4 20"1 5'9"1 2'10" 4' 632 6'5"15 1� 6'2"12 12' 14'0"1 19'10" 22'8" 26'8° 33'2"1 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "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. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT. W PF. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE, HS DeWCSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.244 G 999 240 VERT(TL): 0.563 G 839 180 HORZ(LL): 0.128 M - - HORZ(TL): 0.296 M - Creep Factor. 1.5 Max TC CSI: 0.613 Max BC CSI: 0.599 Max Web CSI: 0.974 Mfg Specified Camber. VIEW Ver:16.01.00F.0504.20 �f�tiid�cptcstrftha.sirc�^nacrt'asanstcvnsf��gisf s:�,»c�iand��}�d: ,409 th� SRAA 11 sUWCA&2,tierka6i3.o.iti�t£n bgMr Ynnnysles2ier�; tnpiau• ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1561 1307 1960 /- / 445 18.0 K 1561 / 307 / 959 / - / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 K Min Brg Width Req = 1.8 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 1424 -2569 B - C 1489 -2859 H -1 1743 -3379 C - D 1225 -2257 I - J 1722 -3419 D - E 1252 -2218 J - K 1477 -2841 E-F 1112 -1740 K-L 27 0 F-G 15W -2514 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 2497 -1190 R - Q 20 -9 U - T 2494 -1190 P - N 2985 -1303 T - S 2494 -1190 O - M 36 -15 S - R 1920 -800 M - K 2477 -1179 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. U - C 276 -5 P - G 195 -122 C - S 416 - 608 P - H 601 -1075 S - E 463 -160 H - N 807 -356 E-R 494 -720 N-O 114 -4 F - R 42 - 515 N - M 2557 -1218 F - P 2273 -1098 N - J 527 -162 R - P 1879 -657 M - J 390 -686 P-Q 27 0 -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re qu re extreme care in fab� '1sating, %h9ndIjn , shipping, installing and bracing. , Refer to and follow the latest eddition of BCSI ((Building Component Slafety Information, b TPI and SBCA� for satpety practices pnorto performing these functions. Install sh 11 rovrde terhpora r bracin per BCSI , lJnl noted o�herwise,top chord shall have proper)Y attached sIructural sheathing and bottom c�icr�sti�all have a progeny attachorl rig!d ce!lin �ocations shown for permanent lateral restraint bf webs shall have bracing installed per BCS sections B3, B7 or 10, as applice e. Apply pplats to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Hafer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Bu'I ipg Compon nts Groop InG.,shpil not be responsible for any deviation from this d win ,an failure to build the Wss in of nuance with ASI/1 PI 1, or (or handlrn shr pin ,installation and bracn of Wsses A seal on th� dr�awiYng or cover page, Ilsting thcls rlrawin9 indicates acceptance of rogfess�onal englneenng responsgibility solely for the des gn shown. The suitability and use of this drawing for any structure is lC responsibility of the Building Designer per ANSI/TP11 Sec.2. Job Number: 136DC8112 Ply:1 SEQN: 539459 / T9 / HIPS 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: A2 Wgt: 243.6 Ibs .. / .. 03/30/17 6'4"8 7'10" 14'4°9 19' 20'8" 25'3"2 31'9"7 33'2"13 39'8" 6'4"8 1'6" 6'6" 4'7"7 1'8" 4'7"2 6'6"5 1'S" 6'5"3 5X6=5X6 F G m 0 6(A2) IId2X4 =4X6 =3X4 =3X4=3X4 =-3X4 =-4X6 116% �' 6'2"12 5'9"4. 2'1"1 4'10"15 1'8" 4'10"10 2'1"6 5'8"9 61317 1� 6'2"12 12' 14'1"1 19' 20'8 256t0 27'8" 33'4"9 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration:1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.97 R 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 "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 c@ 6" oc. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,PI in PSF) Pg: NA Ct: NA CAT: NP Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL): 0.158 R 999 240 VERT(TL): 0.366 R 999 180 HORZ(LL): 0.069 M - - HORZ(TL): 0.159 M - - Creep Factor 1.5 Max TC CSI: 0.622 Max BC CSI: 0,591 Max Web CSI: 0.733 Mfg Specified Camber. VIEW Ver.16.01.00F.0504.20 tara.apias cYthcp document �g nrai cmru3ad sfgnc�and xmaiod : . aced �i;�YuziiascciaU'uas��ir"inzt'aa u�rit'�d � nn�+'e(ctz�r&i, "WARNING`" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING' as shown acove and on Of ♦ Maximum Reactions (Ibs) Loc R / U I Rw / Rh / RL / W B 1561 1309 / 964 I - / 428 18.0 K 1561 / 309 / 964 / - / - / 8.0 Wind reactions based on MWFRS B Min Big Width Req = 1.8 K Min Brg Width Req = 1.8 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 G-H 1178 -1795 B - C 1521 -2860 H -1 1281 - 2215 C - D 1254 -2256 I- J 1254 -2253 D - E 1281 -2217 J - K 1519 - 2857 E- F 1178 -1795 K- L 27 0 F - G 1083 -1533 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-T 2499 -1218 P-0 1915 -858 T - S 2496 -1218 O - N 2492 - =6 S - R 2493 -1218 N - M 2492 - =6 R - Q 1918 -830 M - K 2495 -1226 Q -, P 1533 -586 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T-C 277 -10 G-P 641 -416 C - R 420 -618 P - H 501 -744 R - E 459 -163 H - O 459 -164 E - Q 501 -745 O - J 420 -618 F-Q 641 -415 J-M 278 -7 INSTALLERS ow the latest edition of BCSI ((Building is. Installers shall provide porary ind bottom chord shall have a pro rly led per BCS sections B3, B7 or 10, s, unless noted otherwise. kefer to O1(l] fJiir s4r n this drawing,anv failure to build the sell on thi d wing or c ver page it the des gn sa own. T a suitability Job Number: 136DCS112 Ply:1 SEQN: 5394601 T1 / COMN 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: A3 Wgt: 238.0 Ibs / ... 03/30/17 t' 448 +413 °�3 A 3 + I 938 1'60 644 3894 3735954 614 1'64 �5X6 1112X4 =1-0308 =4X10 =4X10 =4X10 =4X6 1112X4 1' 6'2"12 5'9"4 2'2"13 5'7"3 57"3 2'2"13 5'9"4 6'2"12 1' 6'2"12 12' 14'2"1 19'10" 2553 27'8" 33'S"4 39'8" 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: II EXP: C Des Ld: 37.00 Mean Height 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist h to 2h Spacing: 24.0 " C&C Dist a: 3.97 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 #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pr in PSF) DefUCSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in lot Udefi U# Loc R / U / Rw / Rh / RL / W PE NA Ce: NA VERT(LL): 0.159 H 999 240 B 1561 / 312 1965 1- 1408 / 8.0 Lu: NA Cs: NA VERT(TL): 0.367 H 999 180 K 1561 / 312 / 965 /- /- / 8.0 Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS HORZ(TL): 0.154 M - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor..1.5 K Min Brg Width Req = 1.8 Bldg. Code: FBC 2014 RES Max TC CSI: 0.603 Bearings B & K are a rigid surface. TPI Std: 2007 Max BC CSI: 0.610 Bearings B & K require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.945 FT/RT:20(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE,HS VIEWVer.16.01.00F.0504.20 A-B 27 0 G-H 1488 -2221 B - C 1552 -2860 H -1 1312 -2211 C - D 1286 -2250 I - J 1286 -2250 D - E 1312 -2211 J - K 1552 -2860 E- F 1488 -2221 K- L 27 0 F-G 1143 -1613 Pr tsd a}ecof tt sticcl ant erg r•ot cmii&ni sk�nedandasraiud .aetdkt�S�iit 1 �tiiniititxtim5 �sSd�iii�t aa'b�¢fcd tnarcgreiciiraaiG; iaPiazi Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2499 -1246 P - O 1604 . -678 S - R 2496 -1246 O - N 2496 -1269 R - Q 2496 -1246 N - M 2496 -1269 Q - P 1604 -658 M - K 2499 -1269 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S-C 281 -5 P-G 279 -210 C-Q 417 -615 G-O 826 -571 E - Q 375 -379 O - H 375 -379 Q-F 826 -671 O-J 418 -615 F - P 280 -211 J - M 281 -5 *"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, fifiandl'rt� shippin , installing and bracing. , Refer to and follow tie latest ed!tion of ¢CSI (Building Component Safety n{formation, byY TPI anr7 S, toy safety ractices prior to performing these functions. To shait provide to porary bracmp per BCSI �nlass noted olherwise,top chord shall have properly attache sPaturrl sheathing and bottom chore shall have a pro fly attachet7 rigid ceifing. Locations shown for permanent lateral restraint propel webs shall have bracing installed per BCSI sections B3, 67 or 810, onr rrrurrsi�r as applicable. Apply lat s to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to 1 „- drawings 160A-Z for s%ndard plate positions. Alpine, a division of ITW Bu'I i'n Components G Itp In ,shall not be responseble for any deviation from this d wing,an failure to build the truss in nfonnance wi A�51 P1 1, or for han lingf s�riippinq, mst llatron and bracing of trusses A seal on th� draw or cover page listing this drawing,Intl rates acceptance of ro ess ona eng Hearin responsibility so e)y for the des gn shown. The suitability and use of this rawing for any structure is the responsibilky of the �u!iding Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS112 Ply.1 SEQN: 539461 / T8 / HIPS 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828•Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: A4 Wgt: 240.8 Ibs / ... 03/30/17 647 ""12 "4"41 3"7 +3133ZIP" 493 7 118 58I259 64 47606443 294 i a5X6 =5X6 F G 1112X4 =H0308 =47x10 =3X4 =4X10 =4X6 11125(4 �1' 6'2"11 59"5 2'2"12 5'7"4 574 2'2"t2 59 B'2"11 12' 14'2"1 19'10" 25'5"4 27'8" 33'S"5 Loading Criteria (psQ 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: h to 2h Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCp!: 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. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) DefI/CS1 Criteria : ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.157 H 999 240 B 1561 1318 / 965 / - 1387 / 8.0 Lu: NA Cs: NA VERT(TL): 0.362 H 999 180 K 1561 / 318 / 965 / - / - / 8.0 Snow Duration: NA HORZ(LL): 0.068 M - - Wind reactions based on MWFRS HORZ(TL): 0.156 M - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor 1.5 K Min Brg Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.609 Bearings B & K are a rigid surface. TPI Sid: 2007 Max BC CSI: 0.613 Bearings B & K require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.836FT/R 0(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (ibs) Plate Type(s): Plate Ty Chords Tens.Comp. Chords Tens. Comp. WAVE,HS VIEW Ver.16.01.00F.0504.20 A-B 27 0 G-H 1500 -2208 B - C 1566 -2661 H -1 1329 -2211 C - D 1302 -2250 I - J 1302 -2250 D-E 1329-2211 J-K 1%7 -2861 E- F 1500 -2208 K- L 27 0 F - G 1188 -1699 Fr�squ�icxpl�:s o9 Wdzafmc�mreniarm msst cntsild?:xa� sfgnar9 and id-: a¢tdahrsn.3�ssHieet�ap3C8ruxu3ss:r�ruc36qudrit�tii&, an}slct3iase�v,' Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2500 -1261 P - O 1684 -747 S - R 2496 -1261 O - N 2496 -1290 R - Q 2496 -1261 N - M 2496 -1290 Q - P 1684 - 724 M - K 2500 -1290 Maximum Web Forces Per Ply (ibs) Webs Tens.Comp. Webs Tens. Comp. S - C 280 -5 P - G 283 -192 C-Q 418 -616 G-O 770 -544 E - Q 363 -348 O - H 363 -348 Q-F 770 -544 O-J 419 -616 F-P 263 -192 J-M 280 -5 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS > r uire a eme pre in fabriptin , a ddI' shippin ,installing and bracing. Refer to and follow the latest edits n of BCSI (Building nen�t Safetynformation, bTPI an� G�A;nfoF safety (�racUces pnor to performing these functions instailer� sharprq ide terhporary �er BCSI nless ngted o ervvisa top chord shall have property attached structural sheathing nd bottomord shall�ave a properly ri id ceilingg. Locations shown for permanent lateral restraint f webs shall have racin ms led per BCS sections 63, 67 or 10, ipb�e. �Ap Ty dates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to Is 160A- fgr s ndard plate positions. a division of 1,1 B 'Idsq Compon nts G (rp Inq.shall not be res onsible for any deviation from this drawing,a failure to build the nforma ce Yrr�h ��1SIl� PI 1, oror haulm stti pin , ins�tallaUrPn and bracn of trusses A seal on this draw�ng or cover e t s draw�nR indicates acrep��nce of rogfess�ona7q englneering responsibility solely for the design shown. The suitability s of this drawing for any structure is the responsibility of the Building Designer per ANSNTPI 1 Sec.2. �xrrey ' our,��trr�,ur Job Number. 136DCS112 Ply.1 SEQN: 539462 / T15I COMN 4EBB 1828-Cali "C" LL OL /DR Horton AEBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: A5 Wgt: 232.4 Ibs / ... 03/30/17 6'4"8 T10"�9 14'2"12 16'0" 23'7"15 25'5" 31'9"7 39W r• 6.4°8 +1'6" 64"3 1'9°5' 77"14 + 1'9"5 6'4"3 1'6" 64"8 65X6 c5X6 F G 1112X4 =4X6 =3X8 =3X4 =3X8 =4X6 1112X4 1' F B6''2'12 54 22"112 5974 IT '72"'8"2 3539544 112 2°2 12 142 10"14 21' 39'8" 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: II EXP: C Des Ld: 37.00 Des d:: D Mean Height: 15.00 ft .00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 it Loc. from endwall: not in 9.00 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 "13B" uses design values approved 1/3012013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 '17 reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. fir co Snow Criteria (Pg,Pf In PSF) Def11CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.156 H 999 240 B 1561 / 713 / 964 ! - / 367 / 8.0 Lu: NA Cs: NA VERT(TL): 0.359 E 999 180 K 1561 / 713 1964 / - /- / 8.0 Snow Duration: NA HORZ(LL): 0.068 M - - Wind reactions based on MWFRS HORZ(TL): 0.158 M - - B Min Brg Width Req = 1.8 Code I Misc Criteria Creep Factor 1.5 K Min Big Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.604 Bearings B & K are a rigid surface. TPI Std: 2007 Max BC CSI: 0.614 Bearings B & K require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.652 FT/RT:20(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver. 16.01.00F.0504.20 A - B 27 0 G - H 1503 -2185 B - C 1576 -2860 H -1 1345 -2211 C - D 1319 -2251 I - J 1319 -2251 D - E 1345 -2211 J - K 1677 -2860 E- F 1504 -2185 K- L 27 0 F - G 1235 -1794 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. ad B-S 2499 -1278 P-O 1773 -819 S - R 2495 -1278 O - N 2495 -1307 R - Q 2495 -1278 N - M 2495 -1307 Ro Q - P 1773 -792 M - K 2499 -1307 $ « Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S-C 280 -5 P-G 254 -180 +¢p, C-Q 416 -614 G-O 695 -512 " „ 3 E-Q 343 -294 O-H 343 -294 Q-F 695 -512 O-J 417 -614 F - P 254 -180 J - M 280 -5 .rtr$rtird c�icc rrilh$3 dgsiatani aro nottvnci�ms a4gned and snafrid 'snd;iFs3 Ssr2l=tyudinrCkatlCisitiifamuit 6nticdGcd i+s in�cictirardc, ;eopinw "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fayeating, handl'n , shiigpin , ingtalling and bracing.. Refer to and follow the latest edition of BCSI (Building Safety n ormation, b TPI an SBCA; far sa ty �ractices pnor to performing these functions Installers shall provide to pora BCSI Un ess noted oY erwise,top chord shall have proper)Yy attached s�uetu I sheathing and bottom chord shall have a proper y liid ceifingg. Locations hown for permanent lateral restraint cf we shall have bracing ins sled per BCSI sections 63, B7 or 810, e. Aooiv Dlates to each face of truss and Dosition as shown above and on the Joinf Details, unless noted otherwise. f2efer to failure to build the or he suit1%. Tability any ,a; .,ORtjJS?)ddlrrS..xji. Job Number: 136DCSI12 Ply.1 SEQN: 539463 / T7 / HIPS 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL City: 1 FROM: AH DRW. Truss Label: A6 Wgt: 243.6 Ibs ! ... 03/30/17 6'4"8 7'10" 14'2"12 1 ' 19'10" 24'8" 5' 15 31'9"8 33'2"13 39'8" 6'4"8 1'6" 6'43 9" 4'10" 4'10" " 5 6'4"9 1'S" 6'5"3 =3X4 =5X6 r_ u 1112X4 ==4X6 =3X10 =3X8 =3X10 =4X6 1112X4 6'2"f2 59"4 22"12 5' % 5'6"15 2W 5'8"9 6'3"7 1� 6'2"12 12' 14'2"1 19'10" 25'4"t5 2T8" 33'4"9 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: it EXP: C Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 " C&C Dist a: 3,97 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 "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 Q 6" oc. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NP PF. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FTIRT:20(0)/10(0) Plate Type(s); WAVE Def ICS1 Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.160 G 999 240 VERT(TL): 0.370 G 999 180 HORZ(LL): 0.069 N - - HORZ(TL): 0.159 N - - Creep Factor. 1.5 Max TC CSI: 0.590 Max BC CSI: 0.616 Max Web CSI: 0.746 Mfg Specified Camber. VIEW Ver.16.01.00F.0504.20 �rin9ndccpicx o1 th8y��xxv'�nresr%art� not caxxsiecx'md signal �d.r�xRgd a�ryd2h�i.xezti�rdfu�ra�.rci��riuxtlac �acr3fscai a�s.a�e7ctirs3r�c. zdpieu' ♦ Maximum Reactions (Ibs) Loc R / U ! Rw / Rh / RL / W B 1561 1328 1962 / - / 346 16.0 L 1561 / 328 / 962 / - / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 L Min Brg Width Req = 1.8 Bearings B & L are a rigid surface. Bearings B & L require a seat plate. Maximum Top Chord Forces Per Ply (ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 G-H 1332 -1953 B - C 1595 -2859 H -1 1594 -2243 C - D 1335 -2252 I - J 1360 -2211 D - E 1361 -2213 J - K 1334 -2249 E - F 1594 -2246 K - L 1593 -2856 F- G 1332 -1953 L- M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 2497 -1296 Q - P 1841 -970 T - S 2494 -1296 P - O 2491 -1323 S - R 2494 -1296 O - N 2491 -1323 R - Q 1841 - 840 N - L 2494 -1323 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T-C 280 -5 Q-H 261 -174 C-R 412 -611 H-P 816 -686 E - R 526 -429 P -1 527 -426 R-F 817 -684 P-K 412 -611 F-Q 261 -174 K-N 281 -5 G - Q 228 -261 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire a eme care in fabricating, app i!!'n , shi pin , in falling and bracing. , Refer to and follow the latest a !lion of ¢CSI Building Safety n onnaticn, b TPI and C) for sa ety �ract�ces poor to performing ese functions Insialle s II rowde to pore BCS� , n ss ogled o herwi�e top chord shal have proper)YY attathed structuratlhsheathing anr} bottom c o �gf�all have a proAe �id cedingq �PLocations shown for permanent lateral restraint bf webs shall have bracing mstaile3 per SCSI se bons 63, B7 or B10Y e. AppTy )ales to ach face of truss and position as shown above and on the JoinfDetails, unless noted otherwise, r2efer to 60A-Z for s�andard pate positions. Of !lure to build the or c ver page Tie suitability t�r�rtt1}�trt3� iir Job Number: 136DCS112 PIy;1 SEQN: 539464 / T25 / COMN 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: A7 Wgt: 218.4 Ibs / ... 03/30/17 I' 6'47 +7,10"A 14'0"1 + 19'10" 25'7"15 3197 }33T 39'8" 6'47 16 6'1"8 5'9"15 5'9"15 6'1°8 1'6" 6'4°7 1112X4 =5X8 1112X4 =4X6 =3X4 =3X8 =3X4 =— XA PI2X4 1' 62'11 5'9"5 Z'0"1 59'15 5'9"15 2'0"1 5'9"5 62"11 1' 6'2-11 12 14'0" 19'10" 25'7'15 27'8" 33'S"5 39'8' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 D Des d:: Mean Height: 15.00 ft .00 NCBTCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 20 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'r reinforcement. 80%" length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf In PSF) 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): 0.164 F 999 240 B 1561 1715 /958 / - l 326 18.0 Lu: NA Cs: NA VERT(TL): 0.379 F 999 180 J 1561 / 715 / 958 / - / - / 8.0 Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS HORZ(TL): 0.160 L - - B Min Brg Width Req = 1.8 Code I Misc Criteria Creep Factor 1.5 J Min Brg Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.592 Bearings B & J are a rigid surface. TPI Sid: 2007 Max BC CSI: 0.603 Bearings B & J require a seat plate, Rep Factors Used: Yes Max Web CSI: 0.354 FT/RT:20(0)/10(0) Mfg Specified Camber, Maximum Top Chord Forces Per Ply (ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver.16.01.00F.0504.20 A - B 27 0 F - G 1404 -2093 B - C 1617 -2856 G - H 1376 - 2223 C - D 1350 -2262 H -1 1350 -2262 D - E 1376 -2223 i - J 1616 -2&% E- F 1404 -2093 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 2494 -1317 O - N 1937 -952 R - Q 2491 -1317 N - M 2491 -1346 Q-P 2491 -1317 M-L 2491 -1346 P - O 1937 - 922 L - J 2494 -1346 ?rfntedcepisx o/� dacUxacnt"arq uct canii�;srad +.,tamed mdcs�SgB 'arid it�a',S r11.4'ss:�ic9'�tkaW¢r calam�t$q,Ycrifr.•d m an jclettrani[, iopiez Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R - C Z73 -5 O - G 286 -177 C - P 427 -600 G - N 464 -172 E - P 464 -172 N - I 427 -600 E - O 286 -177 I - L 273 -4 F - O 221 - 283 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handl!'n , shippin , ingtalling and bracing. , Refer to and follow the latest edition of BCSI �Bullding [ Safety in{ormation, 1g, TPI and S'an for safety �ractices pnor to performing these functions. Installerssh ll provide to pora r BCSI , Unless ngted erwise,top chord shall have properiY attache s�cturai sheathing and botto or�shall have a prop r{y liid cei6n . Locations shown for permanent lateral restraint bf wetrs shall have bracin installed per B�GSI sections B3, B7 or 810, e. Aomv plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (Refer to a division of any ilure to build the or cover pa g The sulfa lifty "tyi7Ejj �..nnr7n?trrrrs u: Job Number. 136DCS112 Ply:1 SEQN: 539465 / T6 / HIPS 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828•Cali "C" LL OL Oty: 1 FROM: AH DRW: Truss Label: A8 Wgt: 212.8 Ibs / ... 03/30/17 9 13' + 19'10" + 268" 33'3"7 + 398" 6'4"9 6'T"7 6'10" 6'10" 67.7 64"9 =5X8 =3X4 1112X4 =3X6-3X4 =3X8 =3X4-3X6 IIIZX4 h1' 6'2"13 5'9"3 1' 6'10" 6'10" 1' 5'9"3 6'2.13 1' 6'2"13 12 13 19'10" 26'8'" 27' " 33'S"3 3918" Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration:1.25 Spacing: 24.0 " Wind Criteria Wind SW: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL• 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.97 it 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 "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. -IMPORTANT"" FURNISH any Snow Criteria (Pg,Pf In PSF) Pg: NA Ct: NA CAT: W PF. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code! Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT1RT:20(Oj/10(0) Plate Type(s): WAVE DefUCSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0:172 E 999 240 VERT(TL): 0.396 E 999 180 HORZ(LL): 0.069 J - - HORZ(TL): 0.158 J - - Creep Factor 1.5 Maio TC CSI: OA46 Max BC CSI: 0.558 Max Web CSI: 0.564 Mfg Specified Camber. VIEW Ver.16.01.00F.0504.20 t+ii+tI4dwein6,fftdt.xmwiwen"tcwil&rgi!ah�nxd�»dsras#gd and4ttit"SeFA� �,t3�¢;h�aa�ez+ra�l�s+ir�t,'�q�asdt�i! cn anptclenrvr.�, ican#u`c%` ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1561 / 716 / 953 / - / 305 18.0 H 1561 / 716 / 953 / - / - 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 H Min Brg Width Req = 1.8 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- S 27 0 E- F 1502 -2274 B - C 1623 -2836 F - G . 1425 -2325 C - D 1425 -2325 G - H 1623 -2836 D- E 1502 -2274 H- I 27 0 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 2472 -1319 M - L 2006 -1008 P - O 2469 -1319 L - K 2469 -1348 O - N 2469 -1319 K - J 2469 -1348 N - M 2006 - 978 J - H 2472 -1348 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P - C 244 -4 M - F 370 -243 C - N 377 -513 F - L 444 -170 D-N 444 -171 L-G 377 -513 D - M 370 -243 G - J 244 -6 E - M 300 -381 TO ALL CONTRACTORS INCLUDING THE INSTALLERS pin , ingtalling and bracing. , Refer to and fgllow the latest edition of ¢CSI (Po during Sty �ractices pnor to performing ese functions Installe sh II provide tart have proper)yy attached s�ctural sheathingg and bottom c}srorc�shali hava a proppr�y oral restraint bf webs shall have bracing installed per SCSI sections 63, B7 or 810, ition as shown above and on the Joinf Details, unless noted otherwise. )Refer to failure to build the g or vet pa e 1%. T e suf bility aney er enrs lit Job Number: 136DCS112 Piy:1 SEQN: 539466 / T23 / COMN 4EBB 1828-Cali "C" LL OL JDR Horton /4EBB 1828-Cali "C" LL OL "' '' Qty: 1 FROM: AH DRW: Truss Label: A9 Wgt 207.2 Ibs / ... 03/30/17 6'4"9 12'0"1 19'10" 27'T15 33'37 39'8° 6'4"9 5T8 7'9°75 T9"15 5'7°8 V4"9 5° v 1 =4X6 =5X8 1112X4 1112X4 =5X6 =3X8 =5X6 11120 r1' 6'2"13 7'10° 7'10" 5'9"3 6'2"13 V 6'2"13 1Z 19'10° 2T8° 33'5"3 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 D Des d:: Mean Height 15.00 it .00 NCBTCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 it Loc. from endwall: not In 9.00 it GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 61112013) 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. Snow Criteria (Pg,Pf In PSF) Pg: NA Ct: NA CAT: NP Pt NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code! Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)110(0) Plate Type(s): WAVE Def[/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.183 E 999 240 VERT(TL): 0.422 E 999 180 HORZ(LL): 0.068 J - - HORZ(TL): 0.157 J - Creep Factor 1.5 Max TC CSI: 0.617 Max BC CSI: 0.629 Max Web CSI: 0.580 Mfg Specified Camber. VIEW Ver.16.01.00F.0504.20 Pr#nt6�fcrQics of thsxdvc1a"ant�e me{cnnsidczn6 sf�sdand cssaled anditsa'a" eA�7s.d%aritk��Ciiiritlo.rti�t�ia;uaifidd`in anyriletticisic, '.ioa(ait' ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1560 / 717 1947 ! - / 285 18.0 H 1560 /717 /947 /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 H Min Brg Width Req = 1.8 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 E- F 1616 -2483 B - C 1631 -2819 F - G 1475 - 2391 C - D 1476 -2391 G - H 1631 -2819 D - E 1616 -2483 H -1 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - N 2454 -1322 L - K 2079 -1066 N - M 2452 -1323 K - J 2452 -1352 M - L 21779 -1036 J - H 2454 -1352 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. N-C 212 -6 L-F 509 -321 C - M 328 -427 F - K 431 -168 D - L 509 -321 K- G 328 -427 M-D 431 -168 G-J 212 -8 E - L 364 - 462 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require exVeme pre in fai�ricatin�,a %dI' shifpin , installing and bracing. , Refer to and follow the latest e(lition of BCSI Building Componen Safety Information, b� PI an BGgA�rioi sa ety �ractices poor to performing these functions. Installers s�ll prgvide to porar� � bracin er BCSI Unl noted o hervrise,top chord shall h ave proper) att thed structural sheathin and botlo cho shal h ve a pro y attachuSri.ggid ceiling. pLoptions shown for permanent lateral restraint �f we�s shall have bragntg mslalled per B�GSI sections 6�3, B7 or �e{0, as aPplipble. Apply plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to onrJ??nettts,�ic drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buiiddin Components Gropp in .,shell not be respons! le for any deviation from this drawing,an�Y failure to build the lhivss m con f rma ce with ANSU�PI 1, or for handplin slri pm ,Installation an, bracing of wsses.A seal on th! drawing or cover pag a„dnusei of tthi g Indicates „wing for any structure a Is 19le resp�oonsibilW of the �uiiding Designer peryANStVTPI 1e Seem shown. The suitairillity Job Number. 136DCS112 PIy:1 SEQN: 539467 / T5 / HIPS 4EBB 1828-Cali "C° LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: Al Wgt: 218.4 Ibs 1 ... 03/30/17 '1"2 1910229152108°7+ 39'8" 211"15+'81644"47°7 1581002 24+ f 437 B'4"9 =5X8 1112X4 =5X6 1112X4 =5X8 D E F G H 12 8 p � 03X4C I �3X4 0 I� =4X6(A2)B J=4 39 A K S R Q P O N M L 1112X4 =3X4=4X6 =3XB =3X8 =4X6=3X4 102X4 �1' 6'2"13 4'9°3 1' 4'10"2 5'11°73 4'10"1 1' 4'9"3 6'2"13 1� 6'2'13 11' 12 16'102 22'9"15 27'8" 28' ° 33'5"3 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. C Des Ld: 37.00 Des Ld:: 37.00 Mean Height 15.00 ft TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 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 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf In PSF) Pg: NA Ct: NA CAT: NA PF. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code 1 Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE DefUCSI Criteria PP Deflection in loc L/defi L/# VERT(LL): 0.192 F 999 240 VERT(TL): 0.444 F 999 180 HORZ(LL): 0.070 L - - HORZ(TL): 0.162 L - - Creep Factor. 1.5 Max TC CSI: 0.357 Max BC CSI: 0.484 Max Web CSI: OA72 Mfg Specified Camber. VIEW Ver. 16.01.00F.0504.20 a?r�ten'ccias 63 tYnadgc!�nnnt aro mat carui�taad sxnad and tmayd' :and�ttvaS;i,4�4 itt5rsnt4inPiCttrwlq.iYaat�egbdtt^�ia� an��rJcttrcin�. zuAla, ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1560 1718 1940 / - / 264 / 8.0 J 1560 /718 /940 /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 J Min Brg Width Req = 1.8 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 1678 -2602 B - C 1644 -2814 G - H 1678 -2602 C - D 1522 -2445 H -I 1522 -2445 D - E 1679 -2602 I - J 1643 -2814 E- F 1678 -2602 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-S 2448 -1331 O-N 2134 -1115 S - R 2446 -1332 N - M 2134 -1115 R - Q 2134 -1085 M - L 2446 -1361 Q - P 2134 -1085 L - J 2448 -1361 P - O 2625 -1377 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S-C 199 -8 F-O 85 -91 C - R 299 - 377 G - O 244 -283 D - R 370 -176 O - H 645 -400 D - P 645 -400 H - M 370 -176 E - P 244 -283 M -1 298 -377 P-F 85 -91 I-L 199 -10 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabrigtin , handiT shippin��Intallingand bracing. , Refer toandSafety Information,b TPIn� SCAsafetyacgpooro peommng thesefunBCS. Unsnotedhervvise,tochoshall havpoperi atthed s�uctu IshethinId cegg.tions shownforprmant lateralstraint�f we�s shall have�racing msigafled per BCSsections �3, B7 or �10, e. AppTy alates to each face, of truss and position as shown above and on the JoinC Detafis, unless noted otherwise. )2efer to 60A-Z for standard plate positions. Of I r,ortor n acceptance any sructure -e to build the cover pa The suita91lity Job Number. 136DCS112 Ply:1 SEQN: 5394681 T22 / SPEC 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DIRK Truss Label: Al Wgt: 215.6 Ibs / ... 03/30/17 n 62"12 100 16'2'9 20'01 i _ 223"5i_ 28'4"1 _ 2�' 33'11° 39'8" 3'9'4 6'2"8 1' 3'9°8� 2'3"4 6'0°12 5 ' 4'11" 519, TT �l7 In� �E, il M =3X4 =4X6 1112X4 r =3X4 =H0308 =3X4 =3X6 =3X6=4X10 1112X4 6'4"8 5'7°8 3'11"1 6'4°4 5'4°11 1'4' 5'0°12 57"4 1� 6'4"8 12' 15'11"1 22'3"5 2r8" 29' 34'0"12 39'8" Loading Criteria (psF) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 -TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3,97 it Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/i/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. T 1 Snow Criteria ft,PF In PsF) Def ICSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.232 G 999 240 B 1561 1718 1930 I - / 257 / 8.0 Lu: NA Cs: NA VERT(TL): 0.536 G 881 180 K 1561 1716 /933 /- /- 18.0 Snow Duration: NA HORZ(LL): 0.072 M - - Wind reactions based on MWFRS HORZ(TL): 0.167 M - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor,1.5 K Min Brg Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: OA28 Bearings B & K are a rigid surface. TPI Std: 2007 Max BC CSI: 0.778 Bearings B & K require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.785 FT/RT:20(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE, HS VIEW Ver.16.01.00F.0504.20 A- B 27 0 G - H 1846 -2892 B - C 1663 -2840 H - I 1540 -2341 C - D 1763 -2787 14 1547 -2484 D - E 1798 -2827 J - K 1671 -2832 E- F 1845 -2892 K- L 27 0 F - G 1845 -2892 EM Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2469 -1353 P - O 2366 -1273 S - R 2174 -1145 O - N 2366 -1273 R - Q 2174 -1145 N - M 2467 -1393 ►+" Q - P 2848 -1621 M - K 2469 -1393 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-S 280 -229 P-H 684 -418 .. S - D 484 - 326 H - N 1027 -1481 D - Q 867 -491 I - N 1776 -1151 Q - E 314 - 381 N - J 276 -339 E-P 115 -98 J-M 175 -7 G - P 293 - 362 Pr@iWdccpiesiiFN�s �rxRmnani`uamat [onii `rsxad stgncd and�un'd • .`andi}n5�t-8su136rit3:a3iCxr.iaddmrct 5n;k`edY»�i rsw any;eicttramsc, tidofak. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regtuire a eme qre in fabricating, handi'n , shipin , ingtailing and bracing. Refer to and follow the latest edition of ¢CSI Building Componen Safety n{{onnation, b TPI anr7 S9CA; for sa ety �ractices prior to performing these functions installers shall provide to pore brac acin er BCS(nless noted o!{her mse,top chord shall have propedY att�ched sctural sheathin�n$ bottom chord shall have a pro�erryly attahIlk as ��ngid cei(mg.Locations shown for ermanent lateral rests"int bf we s shal have bracing ms a per SCSI sections 63, B7 or 10, pplicable. Apply tat s to cl1 face, otPtruss and position as shown above and on the Join Details, unless noted otherwise. 12efer to °m?nel�rs drawings i60A-Z for s�andard pate positions. Alpine, a division of ITVy B�rVd,,1q� Components Group Inc. shall not be responseble for any deviation from this drawing,an failure to build the truss m conformance vnthANSUTPI 1, or for haDdlinq she ping, m Ilation and brawn of Uusses.A eel on this drawiYng or cover page tlsting this drawno,indicates acreptance of roiessPonal engineering responsibility solely or the design shown. The suitability and use of this �rawing for any structure is the responsibilfty of the Building Designer per ANSI/TP11 Sec.2. Job Number. 136DCS112 Piy 1 SEQN: 6304571 T4 / HIPS 4EBB 1828-Cal! "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: Al2 Wgt 211.4 Ibs / ... 03/30/17 62"12 + 93 + 19'10" T 25'2"3 30'8" + 33'S"4+ 39'8" 6'2"12 2'9"4 5'S"13 5'4°3 5'4"3 5'5"13 2'9"4 62"12 3X4 E�5X6 =3X4 �5X6 D=r-•yr E F G H fq 4X6(A2) 1 _ K X4 =3X6 3X4 =30 8 = X4 = X6 =3X4 57"8 2'2'5 5'7"11 57"11 22°5 5'7"8 6'4°8 1'� 6'48 12' 14'2" 1910° 25'5"11 27'8" 33'A 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP. C Mean Height 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist h/2 to h . Spacing: 24.0 " C&C Dist a: 3.97 ft 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 "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) Def 1CS1 Criteria Pg: NA Ct: NA CAT. NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): 0.248 F 999 240 Lu: NA Cs: NA VERT(TL): 0.572 F 826 180 Snow Duration: NA HORZ(LL): 0.075 L - - HORZ(TL): 0.173 L - - Code / Misc Criteria Creep Factor..1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.396 TPI Std: 2007 Max BC CSI: 0.643 Rep Factors Used: Yes Max Web CSI: 0.540 FT/RT:20(0)/10(0) Mfg Specified Camber. Plate Type(s): WAVE VIEW Ver.16.01.01 B.0614.19 &4it9ader�lac Of lt3;sdocvznent arm nmt ceauid.rad IIrgd and -lid .ae1d'CFm�5rCArd YudurtlrntlaaY eatie.iriiat ugYari(i�•ras anyrclattra�, ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1561 1720 1921 / - / 223 18.0 J 1561 1720 / 921 /- /- 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 J Min Brg Width Req = 1.8 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 2025 -3237 B - C 1673 -2826 G - H 1884 -2986 C - D 1797 -2767 H -1 1787 -2767 D - E 1884 -2986 I - J 1673 - 2826 E- F 2025 -3237 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 2457 -1355 O - N 3018 -1635 R - Q 2243 -1186 N - M 2243 -1215 Q - P 2243 -1186 M - L 2243 -1215 P - O 3018 -1625 L - J 2457 -1384 Maximum Web Forces Per Ply (ibs) Webs Tens.Comp. Webs Tens. Comp. C - R 275 -212 O - G 288 -170 R - D 405 -303 G - N 373 -501 D - P 987 - 572 N - H 987 -572 P - E 373 -501 H - L 407 -302 E - O 288 -170 L - I 274 -212 F-O 214 -285 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS • regtuire exVeme pre in fabricatin , handl'n , shippin ,installing and bracing. Refer to and follow the latest odition of BCSI Building nen Safety InfonnaUon, by TPI an� SBCA; far safe (�ractices poor to performing these functions Installers shall r vide to porenr r�er BCSl. Unlless noted o herwise,top chord shall h ve properi attached s�uaural sheathin n� bottom chord sfi�a� have a pro rly ri id ceiling Loptions shown for permanent latera restraint �f webs shall have brawn insla�led per BCSI sections 63, B7 or ��0, icab�e. Apply ales to each face of truss and position as shown above and on the Joinf Details, unless noted othenxise. (Refer to Is 160A-Z for sndard plate positions. a division of ITVII BuildirtcLComponents G Irp Inc. shall not be responsible for any deviation from this drawing,an failure to build the conformance with ANS71gfP1 1, or for hanr lingWhippmq, installation and bracing of trusses.A seal on this dr ha ng or -cover pag this drawl di acre lance of ro ss one engineerin responsibility solely for the design shown. The suitaallil re of this r7rawing for any structure is fhe responsibility of the �utiding Designer per ANSIITPII Sec.2. rrre)r Job Number: 136DCS112 Ply:1 SEQN: 539470 / T24 / SPEC 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828•Cal! "C" LL OL ' `, Qty: 1 FROM: AH DRW: Truss Label: A13 Wgt: 197.4 Ibs / ... 03/30/17 8'0"1 744"74 1 20'4°8r 26'4"1 T 29 + 3210 3 398" + + 8'0"1 6'4"13 373 2'47 5'11"9 2715 3103 6'9"13 H=5X6 =4DX4 =EX6 F G T 12 — I B �T � iom o zo =3X6(A1) B J =3K6(A1) 11 1 A Q = X6 =4X6 = X10 21X6=3XB 134" 68" 20'8" 3'10"3 2'1°8 6'3°2 7'3"8 1'4" 1018" 1� 8'1°13 12' 14'1" 2V4"8 278" 29' 39'8" Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def1/CSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udeft U# Loc R / U ! Rw / Rh / RL / W B 524 /208 1355 /- /257 18.0 TCDL: 7.00 Speed: 160mph PE NA Ce:NA VERT(LL): 0.052 G 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.126 G 999 180 R" 317 / 143 / 155 / - ! - / 68.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.017 Q - - J 897 / 416 / 606 / - / - / 8.0 Des EXP: C HORZ L : 0.041 Q - - ) Wind reactions based on MWFRS Code / Misc Criteria .00 NCBCL L: 10.00 Mean Height: 15.00 ft Creep Factor.l.5 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psi BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.622 R Min Brg Width Req = - J Min Brg Width Req = 1.5 Load Duration:1.25 MWFRS Parallel Dist D to h/2 TPI Std: 2007 Max BC CSI: 0.798 Bearings B, R, & J are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.864 Bearings B & J require a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration:1.60 WAVE VIEW Ver. 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A- B 27 0 F- G 448 -512 Value Set:13B (Effective 61112013) B - C 168 -470 G - H 756 -1019 Top chord 2x4 SP #1 C - D 591 -231 H -1 743 -1043 Bot chord 2x4 SP #1 D - E 448 -512 I - J 849 -1329 Webs 2x4 SP #3 E - F 448 -512 J - K 27 0 Lumber value set "l36" uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes-,0ttll#lltxfil, Chords Tens.Comp. Chords Tens. Comp. N� All plates are 2X4 except as noted. -" B - Q 341 -234 N - M 1074 -584 Q - P 351 -234 M - L 1074 -584 �► arch , . Wind fk P-O 351 -234 L-J 1128 -649 4 .M Y O N 795 -1059 Member design based on both MWFRS and C&C. - . ' Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. b. p' € P.- C - Q 330 -60 N - G 470 -679 C 0 512 G L 391 -stA - -854 - -367 O D 728 L 322 �. - -1076 -1 -339 D-N 1248 H-L 756 3* ��r -717 -531 F - N 270 -349 S�fifli:L�' .. 40 015A 3$ FF 5B 81 BO BB 7F 48 00 99 2E f#S FB; 76atiiCrmRtaz bmcn'sreWas3�yst�;ad and xabi� k�>llanu¢I;RtBrtinaz._ PE(iLc:t3¢�d7182)'4zi tA7¢dzt¢shawAab¢ya,as'ciiga5Ni4'<S •,.. , Dudicnt&ae Prfatadtcplssoith�5daf!7ntmiaranotwni(iicrad' adgnd.maind• and'KhaaJ.,�ii 3 bi::dcntkaticn"rrido.muit 5n'4eri(cden arc�,claittmWc,. :cdplei; "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses uire exVeme care in fayricatin , hhandlin , shi pin , ingtalling and bracing. , Refer to and follow the latest editi n of ¢CSI (Building Corrlponeni Safety IInfformahon, byv TPI an� SBCA) for saety �rectices poor to periortning these functions Installe sh Ilprovide terhporarYtriy bit on per BCSI, Unless noted othenMse,top chord shall have propertyY att�ched s aural sheathing �nd bottom or�shall have a pro riy attached rigid cei(m Locations shown for permanent lateral restraint cf we s shal have bracing costa ed per BCS sections 63, 67 or 0, s asapplica e. Apply lates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. liefer to p??{f???rrs,,i drawings 160A-Z for s�andard plate positions. Alpine, a division of ITW Bu'i l%pg Components GroVp Inc.shall not be responsible for any deviation from this drawing,any failure truss in conf rtnance th A�SUI PI 1, or for haDdllnq shlpptn and bracln of trusses.A seal on thi drawing to build the or c99ver page ,installation listing this �rawin In acceptance of professional engineerin responsibility solely for the des gn shown. �rawing �uiiding Designer ANSIlTPI 1 Sec.2. Ttre suitability and use of this for any structure is the responsibility of the per For more Information see this lobs general notes page and these web sites: ALPINE: www.al ineftmoom• TPI: www. into • SBCA www.sbdndu .00m• ICC: www.lccsafe.o Job Number. 136DCS112 Ply.1 SEQN: 539471 / T11 / SPEC 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828•Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: A15 Wgt: 204.4 Ibs / .. 03/30/17 T 11'15 13'7"1 1T11"15 1 "11 24'4"1 29' 33'3"8 39'8" T 1° 5 5'7"2 4'4°14 0" 2 5'S"6 47°15 4'3"8 64"8 I =5X6 r 13W 5' 21' 1' T1"12 4'10°4 1'3°� 5T2 53"10 3'5"11 _i L 4'S"4 62'12 1' T1"12 12' �13'3'9 18'10"11 + 24'2"5 + 2T8° 1 1,4 r 33'S"4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. C Des Ld: 37.00 Mean Height 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0 " C&C Dist a: 3.97 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 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 P8F) Pg: NA Ct: NA CAT: W PF. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code! Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): -0.036 N 999 240 VERT(TL): 0.076 N 999 180 HORZ(LL): 0.016 M - - HORZ(TL): 0.034 M - - Creep Factor 1.5 Max TC CSI: 0.578 Max BC CSI: 0,385 Max Web CSI: 0.962 Mfg Specified Camber. VIEW Ver. 16.01.00F.0504.20 PrBntu$st�l�s t:1'th� z{gc4mrnt ary not wmtdzrmA'v�,ci9 and �csu�rd �. and[tas'ssa+c birdantltadGniridc:rr`aistiwkI d(ia!CfiAn+%clettimra8t;, 'toplai "WARNING" READ AND FOLLOW ALL NOTES ON THIS "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS It on any ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 578 / 259 1377 /- 1277 18.0 R 481 1169 / 258 / 0 / 0 / 8.0 Q 1412 /659 1670 1- 1- /8.0 K 760 / 342 / 520 / - / - 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 R Min Brg Width Req = 1.5 Q Min Brg Width Req = 1.7 K Min Brg Width Req = 1.5 Bearings B. R, Q. & K are a rigid surface. Bearings B, R, Q, & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 654 -559 B - C 656 -687 H -1 902 -711 C - D 690 - 586 I - J 904 -712 D-E 159 -56 J-K 1131 -1109 E- F 654 -558 K- L 27 0 F - G 654 -558 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 547 -450 P - O 599 -498 T - S 568 -425 O - N 599 -498 S - R 568 -425 N - M 928 -859 R - Q 429 -348 M - K 931 -860 Q - P 604 -498 Maximum Web Forces Per Ply (ibs) Webs Tens.Comp. Webs Tens. Comp. C - T 247 -157 Q - H 1483 -1362 T-D 213 -94 P-H 203 -2 D - R 685 -650 H - N 131 -23 R - E 204 -73 I - N 353 -353 E - Q 671 -677 N -J 524 -430 G - Q 286 - 331 J - M 223 -32 ,ING THE INSTALLERS to and follow the latest erhiti4n of BCSI Building se functions Installers s all provide to I heathinq and bottom chord shall have a propel cingg installed per BCSI sections B3, B7 or 610, Dint Details, unless noted otherwise. kefer to tilure to build the or cover page i. The suitability irruy ,07tif.*i718`I1rS�'si[: Job Number. 136DCSI12 Ply- I SEQN: 539472 / T141 GABL 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cal! "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: A16 Wgt: 214.2 Ibs Page 1 of 2 / ... 03/30/17 L T + T111i51r 3'9"13 + 4'i0°4 + 8411 1 2 1 4'S'4 1- 4'5'4 6'212� r f- —134' L tT1T, L=5X6 i 1 EsW - =3X6 =3x4 =4JC'lu =3X8 =3X6 =3X4 1V8' A 5' 21' T1'12 2'11°15 3'2°5 5'1°12 3'6°5 2'47 8'8'12 6'4"8 1' T T1'12 1 101'111 1- 34' i 4 1818° 22'2°5 24'6°1 333'8 398° 1T6'4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph SCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: it EXP. C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration:1.60 Lumber 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 Plating Notes All plates are 2X4 except as noted. ("")1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. Snow Criteria (Pg.PF In PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.041 M 999 240 B 527 / 239 / 339 / - / 317 / 8.0 Lu: NA Cs: NA VERT(TL): 0.086 M 999 180 V 722 1266 / 332 / - / - 18.0 Snow Duration: NA HORZ(LL): -0.013 Y - - T 1243 1565 / 605 / - / - 18.0 1 HORZ(TL): 0.027 P - - N 784 / 356 / 525 / - / - / 8.0 Code / Mlsc Criteria Creep Factor 1.5 Wind reactions based on MWFRS Bldg Code: FBC 2014 RES Max TC CSI: 0.555 B Min Brg Width Req = 1.5 TPI Std: 2007 Max BC CSI: 0,511 V Min Brg Width Req = 1.5 T Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.597 N Min Brg Width Req = 1.5 FTIRT.20(0)/10(0) Mfg Specified Camber: Bearings B, V, T, & N are a rigid surface. Plate Type(s): Bearings B, V. T, & N require a seat plate. WAVE VIEW Ver. 16.01.00F.0504.20 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 H -1 735 -757 B - C 645 -570 I - J 735 -757 C-D 697 -513 J-K 954 -845 D - E 410 -320 K - L 1158 -880 E-F 406 -316 L-M 1361 -1151 F - G 735 - 757 M - N 1150 -1180 G- H 735 -757 N- O 27 0 q� Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. w o � 1 + B - Y 442 -393 T - S 605 -408 Pikza, Y-X 379 -307 S-R 507 -410 +'am NA X-W 380 -303 R-Q 610 -442 ti W - V 380 -303 Q - P 610 -442 ®% � !. j +rR V - U U - T 490 -399 490 -399 P - N 995 -M�M. It maa�r-. 40.015A3$. FF 513,8150 BB 7F 48 00 99 2E 85 FB Fratnd ccgl¢c of 8•ds doemmtaro not c ildoad sfipabpad saW andtha'.�.:wtYBavhfiantS�Nor indc rn�t hgv¢dUod it any cleitrarfic zopiass Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - Y 190 -71 I - T 243 -264 Y - D 232 -106 T - J 1528 -1396 D-X 100 -7 S-J 30 -30 D - Z 918 - 808 J - R 344 -319 Z - V 944 -832 K - R 433 -209 V-F 110 -163 R-L 251 -299 F -AA 473 -433 L - P 585 -648 AB -AC 474 -441 P - M 499 -291 AC- T 477 -442 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme cafe in fabricatin , ha , sIl!ppin , installing and bracing. , Refer to and follow the latest editipn of BCSI ((Building f Safety Information, byv TPI and SBCA; for safety �ractices pnor to perfonning these functions Installs shall provl'de tehlpore BCSI. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom cord shall I1av a pro�ei{y !d telling9. Locations shown for pe_anent lateral restraint of webs shall have bracingg ins lied per BCSI sections B3, �7 or 10, d. ADpiv plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. itefer to of ITW Bu'tldin Compon n%Gropp In . shall not be responsible for any deviation from this drawing,an failure to build the rfce wit ANSII� PI 1, or or hap ,.Iir 'sipping, installation and bracing of trusses.A seal on this drawing or cover pa e inp. In�lcates acceptance of professional englneering responsibility solely_for the design shown. The suiObility Tare" ' .:ompnnenrs, uc any Job Number: 136DCS112 Ply:1 SEQN: 539472 / T14 / GABL 4EBB 1828-Cali "C" LL OL /DR Horton 14EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: A16 �-Wgt:214.21bs Page 2 of 2 / ... 03/30/17 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. *Z - E 67 -76 U -AB 84 -28 AA- G 76 - 50 AC- H 18 -22 40 015A 38 FF 56 8180 S8 7F`48 00.99 4E 85 FB Printed copies of this dmmmt`am not coaildaxmd c pad and h lid and Ow wi?�i neat b" vgd(w do anycicctr,amic Z6064 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS nre uire e�ctrememca{e in fabricating, hhandl�'n ,shi Ppin�, ingtalling and bracing. Refer to and follow the latest edition of BCSI (Building f�er BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly tl riggid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 810, icabie. Apply plates to each face of truss and position as shown above and on the Joini"Details, unless noted otherwise. �tefer to ..oar/ran�{rts i,t Is 160A-Z for standard plate positions. a division of ITW Buildinc� Components Gropp Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSIrfP1 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of professional engineerinq responsibility solely for the design shown. The suitability re of this drawing for any structure is the responsibility of the 9Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS112 PIy:1 SEQN: 639473 / T2 / GABL 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW. Truss Label: B1GE Wgt:134.4 Ibs / ... 03/30/17 10'8° 21'4" r 1018, 10'8' Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " f'— 2'8° — 14— -4 -04 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 61112013) 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 byALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. Snow Criteria ft.Pt in Ill Pg: NA Ct: NA CAT: N/ PP. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)110(0) Plate Type(s): WAVE 0 21'4' 21'4" 21'4" 1 i Deft/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF PP Deflection in loc Udeti U# Loc R / U / Rw / Rh / RL / W VERT(LL): -0.001 H 999 240 p- 81 137 / 39 / - 111 / 256 VERT(TL): 0.001 AE 999 180 Wind reactions based on MWFRS HORZ(LL): 0.002 J - - B Min Brg Width Req = - HORZ(TL): 0.003 J - - Bearing B is a rigid surface. Creep Factor 1.5 Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. Max Web CSI: 0.088 A - B 27 0 1-1 304 -24 Mfg Specified Camber: B - C 87 -120 J - K 253 -21 C - D 80 -90 K - L 202 -23 VIEW Ver: 16.01.00F.0504.20 D - E 105 -71 L - M 154 -43 E-F 153 -50 M-N 105 -64 F-G 202 -29 N-O 74 -84 G-H 253 -21 O-P 81 -113 H -1 303 -24 P - Q 27 0 O S0,4��- ERIAL * 4if:015A 38.FF'56 81•BO BB-7F 48 00 49,2E 85 FB tbis.itam bas baan eMuraalca<ir�ned and �cateC byiAanazafH+artinc;, PE�isL,tk.�Ad718�j an �a data dhuainabava valiiga SHAM ' auiticntkatioM cadc. . Punted tics dit%dm=wt are ntit canpidaad dp.ed and imlad .bnd ihaA, aati�enfficatiiu, cridernu,t ogoarili_d m arty elestrart�.. icp{nx: Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AE 175 -108 X - W 192 -107 AE-AD 183 -110 W - V 191 -107 AD -AC 185 -110 V - U 189 -106 AC -AB 188 -111 U - T 187 -106 AB -AA 190 -112 T - S 185 - -105 AA-Z 191 -112 S-R 183 -104 Z-Y 192 -113 R-P 175 -103 Y-X 192 -107 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C -AE 174 -103 W - J 187 -83 D -AD 88 -65 V - K 153 -73 E -AC 101 -74 U - L 100 -73 F-AB 100 -73 T-M 101 -74 G -AA 153 -73 S - N 88 -65 H-Z 187 -83 R-O 174 -103 I-X 0 -162 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme cafe in fabricating, hhandfn , shipping, installing and bracing. Refer to and follow tfle latest edition of BCSI (Building Component Safety Information, b TPI and SBCA� for satety practices pnor to performing these functions. Ilnstallers shall provide temporarily rm�ti bracing per BCS! Unless noted oherwise,top chord shall have proper)Y attached structural sheathing and bottom c o ri shall have a props y attachetl rigid ceiling. Locations shown for permanent lateral restraint cf webs shall have bracing installed per BCSI sections B3, B7 or 810, '� "nerttxatr as applicable. Apply plates to each face, of truss and position as shown above and on the JoinCDetails, unless noted otherwise. liefer to /',. .. drawings 160A-Z for standard plate positions. Alping, a division of ITW Bullddinq Compongts Group Inc. shall not be responsible for any deviation from this drawing,an failure to build the truss In oformance with ANSITr}PI 1, or for handlinjp� shipppingg, installation and bracin of trusses.A seal on thi draw or cover pa e listing this drawln , Indicates acceptance of professional engineenn responsibility solely for the des�gn shown. The suitability and use of this Drawing for any structure is the responsibility of the �uilding Designer per ANSII TPI 1 Sec.2. Job Number: 136DCS112 Ply: 1 SEQN: 539474 / T3 / GABL 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL City: 1 FROM: AH DRW: Truss Label: C1GE Wgt: 78.4lbs / ... 03/30/17 1'8" —'+" 1,4" -" (TYP) T M 0 in 1T T 14' T T G=4X4 14' 1' } 14' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria ♦ Maximum Reactions (Ibs), or •=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 F 999 240 V 84 139 / 40 /- / 12 1168 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:11 Snow Duration: NA HORZ(LL): -0.002 E - - B Min Brg Width Req = - EXP: C Des Ld: 37.00 HORZ(TL): -0.002 E - - Bearing B is a rigid surface. NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor 1.5 TCDL: 4.2 pal Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.118 Maximum Top Chord Forces Per Ply (Ibs) Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0,026 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.061 A - B 27 0 G - H 213 -26 Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: B - C 14 -66 H - I 157 -48 GCpi: 0.18 Plate Type(s): C - D 61 -28 I - J 105 -69 Wind Duration:1.60 WAVE VIEW Ver.16.01.00F.0504.20 D - E 113 -17 J - K 87 -89 Lumber E-F 165 -14 K-L 84 -106 Value Set:13B (Effective 6/112013) F - G 221 -17 L - M 27 0 Top chord 2x4 SP #1 Maximum Sot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "l36" uses design values B - V 145 -46 R - Q 164 -49 approved 1/30/2013 by ALSC V - U 153 -47 Q - P 159 -50 Plating Notes y (4 U - T 168 -48 P - O 155 -51 T-S 161 -49 O-N 150 -53 All plates are 2X4 except as noted. '1t S - R 164 -49 N - L 144 -55 Wind Ow Maximum Gable Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Gables Tens.Comp. Gables Tens. Comp. O 047,102 . Additional Notes a * � C - V 122 -56 Q - H 205 -83 See DWGS A16015ENC101014 & GBLLETIN1014 for + D - U 115 -75 P - I 159 -72 gable wind bracing requirements. w E - T 159 - 72 0- J 115 -75 F - S 205 -83 N - K 122 -56 m G-R 13 -69 - m4 v ,j910e SERULL t�:',. 40015A 38 FF 5B 81,B0 8B,7F 48'00.99 2E 85 F8 zbts.ifam�ira3 ba.ncladranl px#�nad aMina,Wbymaawk6r,tttlaz, Pi:Iai..CPz. tlE71R]jentf:e datecharirta,azika,t,-q,b a5NA.i av�amtic�ticn tirltt. 6�rtntad ccplarof d k dxex> =t'=m Mac" '[daed deed andamzWd and µa Situ.rfiantbi aztc»rJc mist b"oarir dcC-t aay clactrmair toplmu. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fa ricating, hhaggdl'ng shifping, installing and bracing. Refer to and follow tits latest edition of BCSI Building Component S fety Information, byv TPI anr7 SBCA; foP sa sty practices poor to performing these functions. nstallers s II proYide to pore prreli bracfn9 Per BSI Unless noted otherwise,top chord sf}all have proper)YY attached structural sheathing and bott�m cioroshall Have a proper y attached ri id ceiling Locations shown for permanent atera restraint bf webs shall have bracing ms lied per CSI sections 63, B7 dr 10, ora urnenrs.ztz tech . Apply )cites to ach face of truss and position as shown above and on the Joinf Details, unless noted otherwise. i2efer to f drawings 16e0A-Z for s�andard plate positions. Alp!n@, a division of ITW Build! Compon nts G up In ;shall not be responsi$le for any deviation from this drawing,anly failure to build the listin in conformance rwith ANSlT�PI 1, or or hanc llingg, ippin7q, Installation an breacini of r sses.Y seal on this gdraw rng or cover page and use of this g Indicatesiacceptance ny struuctu eIs the responsiblllty of the �ui ding Designer per ANSI�11 design shown. The suitability Job Number: 136DCS112 Ply:1 SEQN: 5394751 T28 / SPEC I 4EBB 1828-Cali "C" LL OL /DR Horton 14EBB 1828-Cali "C" LL OL City: 2 FROM: AH DRW: Truss Label: Di Wgt: 37.8 Ibs 1 ... 03/30/17 10, _l r 5. S, C=4X4 1114Aff 1l" 9,9"8 1t1 5' 5' 1' 1 S, 10, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W B 438 1202 / 286 / - 1134 / 3.5 TCDL: 7.00 Speed: 160 mph PF. NA Ce: NA VERT(LL): 0.006 F 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.014 F 999 180 D 438 / 202 / 286 / - /- / 3.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.006 F - - B Min Brg Width Req = 1.5 Code 1 Misc Criteria NCBCLL: 10.00 Mean Height:15.00 ft Creep Factor. 1.5 D 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: 0.219 Bearings B & D are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2007 Max BC CSI: 0.215 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.083 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: not in 4.60 ft FT/RT:20(0)110(0) Mfg Specified Camber: A - B 27 0 C - D 367 -503 GCpi: OA8 Plate Type(s): VIEW Ver: 16.01.00F.0504.20 Wind Duration:1.60 WAVE B - C 366 -503 D - E 27 0 Lumber Value Set: 13B (Effective 6H12013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left and right cantilevers are exposed to wind w O 0 RA l�ylil�tll�1;'I<. rk0 015A38:FF 513 8100 BB 7F 48 0099.2E 85'18 Stis.iEdm has barn ekciranimr3r adgned and s¢ela96p idanual�MartMs 'E;i'ei,.UC. R47182)cYi ttre dat¢;hamnafa�va uttSnga SHAM h1Mk8'j=Vica¢f tN4 dnciananC.R.dt canildma vanedaids hd andk��t�a ai�i+estt3attre cmir ma-.t fao'vadfizd m any elettrc,et, i:ct+f¢u Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-F 405 -191 F-D 405 -191 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-F 217 -32 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TTrusses re9qu re extreme pre in fabricating, har�dl!!'n9 shipping, installing and bracing. ,Refer to and fgllow tie latest edition of BCSI Building Component fety In�onnation, b'y TPI anc7 SBGA) toy safety practices prior to performing these fugcttons nstallers shall proYide to pore �rn� bracing per B Si, Unless noted o herwise,top chord shale have properly attached structural sheathing and bottom chord Khali h ve a props y attached n id ceifm . Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810. as appiicab�a. Apply plates to 7ach face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to nnr/ rre{trs a,e drawings 160A-Z for standard plate positions. Alping, a division of ITW BuildingCompon�nts Group Inch shall not be responsible for anyleviation from this drawing,aniy failure to build the ass in conformancewith ANSIfTPI 1, or or handling s ipping, installation andd bracing o trusses.A seal on this draw rig or cover pa e listing this drewing,t{ndlcates acre tance of professlonal englneerin responsibility solely for the design shown. The suitability and use of thls urawing for any s�rfrcture Is t7fe responsibility of the �uilding Designer per ANSI/TP11 Sec.2. Fnr mnm inf—firm saa this Inh's n—ml nnta_¢ nnne and these amh sit— ALPINF- TPL• w tnlnst.nm- SBCA• un Ahdndustm.mm[ IM w JtYsefe.om Job Number: 136DCS112 4EBB 1828-Cali "C" LL OL /DR Horton 14EBB 1828-Cal! "C" LL OL Truss Label: D2G 3' 12 T 6� M O r=3X4(A1)B 1 A H 1112X4 1, 3'1"12 3'1 "12 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 D Des d:: Des Ld: 37.00 EXP. C Mean Height:15.00 It .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: NA GCpI: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 byALSC Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC- From 56 pif at -1.00 to 56 pif at 0.00 TC- From 56 pif at 0.00 to 56 plf at 3.00 TC- From 63 pif at 3.00 to 63 pif at 7.00 TC- From 56 pif at 7.00 to 56 pif at 10.00 TC- From 56 pif at 10.00 to 56 plf at 11.00 BC- From 4 plf at -1.00 to 4 plf at 0.00 BC- From 20 pif at 0.00 to 20 pif at 3.00 BC- From 24 pif at 3.00 to 24 plf at 7.00 BC- From 20 pif at 7.00 to 20 plf at 10.00 BC- From 4 pif at 10.00 to 4 pif at 11.00 BC- 105 lb Conc. Load at 3.00, 7.00 Loading #1 hip supports 3-0-0 jacks with no webs. Left side jacks have 3-0-0 setback with 0-1-4 cant and 1-0-0 overhang. End jacks have 3-0-0 setback with 0-1-4 cant and 140-0 overhang. Right side jacks have 3-0-0 setback with 0-1-4 cant and 0-0-0 overhang. Wind Wind loads and reactions based on MWFRS. Left and right cantilevers are exposed to wind Ply.1 SEQN: 539488 / T30 / HIPS Qty: 1 FROM: AH DRW. Wgt:44.8lbs .. / ... 7' r 10, 4' 3' 6 C = 5X6 E=3X4(A1) F =ono W8 �f 3'6"12 6'8"8 3'3"8 10, 1 T LO N 1 03/30/17 " Snow Criteria (Pg,PI in PSF) Defl1CSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in [cc Udefl U# Loc R / U / Rw / Rh / RL / W Pf, NA Ce: NA VERT(LL): 0.013 G 999 240 B 568 1271 / - / - / - / 3.5 Lu: NA Cs: NA VERT(TL): 0.029 G 999 180 E 568 / 271 / - /- /- 13.5 Snow Duration: NA HORZ(LL): 0.005 G - - Wind reactions based on MWFRS HORZ(TL): 0.012 G - - B Min Erg Width Req = 1.5 Code I Misc Criteria Creep Factor 1.5 E Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.184 Bearings B & E are a rigid surface. TPI Std: 2007 Max BC CSI: 0.170 Rep Factors Used: No Max Web CSI: 0.063 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0Y10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 27 -20 D - E 379 -840 WAVE VIEW Ver.16.01.00F.0504.20 B - C 379 -846 E - F 27 -20 C-D 318 -755 No 0.4702 w w Cc �01 r '% STATE' 40015AA 3S FF 5B 81 B0 B6:7F 4800 `49:2E 85 FB TMS.ieamtZ s baonaMaroalesi}r died aad mated by fMa gial Miaina4 'Pf;[Si.,.tk.ALT387}rntha�ata sRorrnabeive�li#rigp SHA*.i .: nutian=M= Lola. . PrFniad,:rples ofttdsdca nant ara nett cansldewpd dpfdoraes Ind 'ariQ ttYY'�tFtaB uli�anticatiac em1¢.rn�t 6u.Narlrs� m arct alecttar�c: rmoiptr "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING' as snown aoove ana on any Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-H 729 -318 G-E 725 -318 H-G 744 -318 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-H 162 0 G-D 165 0 C-G 12 0 INSTALLERS ow t e latest editipn of BCSI Building ns nstallers shall pro de to porary uid bottom chord shall �iave a pro any led per BCSI sections B3, B7 or 610, s, unless noted otherwise. kefer to i!s drawing,an failure to build the on this drawiYng or cover pa e Le design shown. The sulaability nne;i `.. ontpa�rretlt�.,te Job Number: 136DCS112 Ply: 1 SEQN: 539476 / T27/ VAL 4EBB 1828-Cali "C" LL OL /DR Horton 14EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: V4 Wgt• 16.8 Ibs / ... 03/30/17 in 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: II EXP. C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft 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 #1 Lumber value set "l3B" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. 1'10n 3'8" 1110" illy" 12 6 A 3X4(D1) B=3X4_3X4(D1) 3'8n 3'8" 3-8" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# PF. NA Ce: NA VERT(LL): -0.003 999 240 Lu: NA Cs: NA VERT(TL): 0.006 999 180 Snow Duration: NA HORZ(LL): 0.001 - - HORZ(TL):-0.002 - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.050 TPI Std: 2007 Max BC CSI: 0.063 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.00F.0504.20 No 04" ibg r p � m � 9 0 at_ STATE,"' SEi tk #, 4001 5A38 FF 5B 81 B0 BB-7F 4800 992E 85 FB chkkcmhisedandscaledDIiAanusi'Razrtinez PE(e'i.,;:lk.�pd7187}pnt3;a�fat¢xDoainaDdve'u�figa5HA:�1 and,-60tian cxrle_ "tar9cgriexortYds r<'a ncnir4 not ctmt3daxcd gnadpnd sesyd 'and Ox 5�%h�.Y authenCi[atipir code rmzt DoNerified any elrstre , cuoial' , ♦ Maximum Reactions (Ibs), or •=PLF Loc R / U / Rw / Rh / RL / W A' 75 /21 /36 /- /6 /44.0 Wind reactions based on MWFRS A Min Brg Width Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 171 -150 B-C 171 -150 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 148 -135 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO'ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme cafe in fabricafln�, harp�dl'nq, shipping, in' ailing and bracing. Refer to and follow the latest etliti n of BCSI Building S fety Information, b TPI an SBCA;'9 safety practices pnor to performing these functions. Installers snail provide to porerY BSI Unless noted oherwise,top chord shall have properly attached structural sheath!ng and boltom chord shall have a properly aid coifing. L. b.. shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B10, le. Apply late. to each face• of truss and position as shown above and on the Joint Details, unless noted otherwise. f2efer to 60A-Z for s�andard plate positions. a division of any failure to build the g or cover pa e in. The suitability crney Job Number. 136DCS112 Ply:1 SEQN: 539477 / T20 / VAL 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: V8 Wgt: 26.2 Ibs ! .. 03/30/17 3'10" } 7'8" { 3'10" 3110" 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 D Des Ld: 37.00 Des d:: Mean Height: 15.00 ft .00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist; h12 to h Spacing: 24.0 " C&C Dist a: 3.00 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 #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. Additional Notes See DWG VAL160101014 for valley details. 12 B=4X4 7'8" -i 3'10" 3'10" 3'10" 7'8" Snow Criteria (Pg,Pf In PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): -0.008 D 999 240 VERT(TL): 0.013 D 999 180 HORZ(LL): 0.003 D - - HORZ(TL):-0.005 D - - Creep Factor 1.5 Max TC CSI: 0.126 Max BC CSI: 0.108 Max Web CSI: 0.100 Mfg Specified Camber. ♦ Maximum Reactions (Ibs), or•=PLF Loc R I /Rw /Rh /RL /W A' 75 128 / 36 / - / 8 192.0 Wind reactions based on MWFRS A Min Brg Width Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 189 -158 B-C 189 -158 Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver.16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. A-D 213 -137 D-C 213 -137 P�iadcc�fas aJW3^,dncEanent`arm nat casrsi�rud'giad �nd.ua{nd .and ifaa.�.r[A.Y aad9iaritir�tlCeec'ot!¢nnrt 8a,bi:rit'dcd. rrc arty+alaitrpeifc; Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - D 336 -295 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire exVeme pre in fat7riptin�, hand)' shi�pin , installing and bracing. Refer to and fallow fhe latest edition of ¢CSI Building Safety Information, by PI an SBCA; to) sa arac ces pnor to performing these functions. Installers sh it pr4wde to porarY BCSI Unless noted olherwise,top chord shall hve proper)Y attached structur�I sheathing and bottom cho$hall have a properly id ceilingg Locations shown for permanent lateral restraint bf webs shall have bracing msFalled per BCSI sections 63, B7 or 610, Ap fy plates to ach face of truss and position as shown above and on the Joinf t>etails, unless noted otherwise, kefer to 6A-Z fi standard pate positions. vision of ITW_Buildimi-Components Group Ino..shali not be_responsible for any deviation from this drawing,any failure to build the p�Y ... .OIiX/lYttflirrSrfii any Job Number: 136DCS112 PIy:1 SEQN: 539478 / T19 / EJAC 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 8 FROM: AH DRW: Truss Label: EJ7 Wgt: 23.8 Ibs / ... 03/30/17 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a: 3,00 it Loc. from endwall: not in 4.50 It GCpi: OAS Wind Duration:1.60 Lumber Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. T Snow Criteria (Pg,Pf In PSF) Defl1CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# K NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.014 D - - HORZ(TL): 0.031 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.496 TPI Std: 2007 Max BC CSI: 0.368 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(OU10(0) Mfg Specified Camber. Plate Type(s): WAVE VIEW Ver.16.01.00F.0504.20 Pamstu3cwyilea efthlsan4mi a�a not cenziC:rmd sine and satad ,ax1d ttsis�in� �:tlian�sali"s;.imlam�t ma uarifi� cn aroJsl criroebr, "Ldpf®R C 1 o ul) r T Nr 1 ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 336 / 117 / 259 /- / 173 / 8.0 D 127 /20 /101 /- /- 11.5 C 171 /133 /91 /- /- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 77 -151 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire a sine care in fab catin , hha dl!'n shi ping, ingtailinand bracing. Refer to and follow the latest efliti n of BCSI Building Safe n{{onnation, b 1�PI ana SBG�AI I�aatyi80ce'nortope sfPptis rfoin theseunctIQ BCSr�nless noted o hervvi�e top chorshallhave proRelYY attachdctgi sheahinand bottomo�id ceiffn . Locations sown tor' permannt lateral restraint bf webs shall have bracingg installed per BCS sections 63, B7 or t310, je. Ap �y plates to ch face, of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to 60A-Z fgr standard plate positions. 7xly •.. Oklj!t�lJ2tlrS; fii^ any Job Number: 1361)CS112 Ply:1 SEQN: 539479 / T12 / EJAC 4EBB 1828-Cali "C" LL OL /DR Horton MESS 1828-Cali "C" LL OL Qty. 6 FROM: AH DRW: 03/30/17 / Truss Label: EJ7A Wgt: 21.0 Ibs .. ... =2X4(A' T Loading Criteria (psf) Wind Criteria jTCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height 15.00 it 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: 3.00 ft Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration:1.60 Lumber Value Set:.13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 7' 7' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT. NA PP Defection in loc Udell U# Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.017 C - HORZ(TL): 0.034 C - Code / Misc Criteria Creep Factor 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.505 TPI Std: 2007 Max BC CSI: 0.373 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber. Plate Type(s): WAVE VIEW Ver.16.01.00F.0504.20 �L,tad�tic: mith�;idgctxaeest`arm nmf camamd"a�a,ca aa,a cmx{sti . Ltd �rY�x's-aPc-i'uWcnUn04n coaliamwt5n paHt�iid �s anpelasipi�; �'tnti(Az:� B ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 270 179 1188 / - / 151 / 8.0 C 128 /21 /104 /- !- /1.5 B 174 / 135 / 95 / - / - 11.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 78 -152 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire a eme cafe in fabricating, a dl'ri shippin , is"2"ing and bracing. , Refer to and follow the latest edition of BCSI (Building Safatynfortnabon, b TPI antl BG�A� toF safety �recb�s poor to performing these functions Installers sh fl p vide terhporary BCSI. Unless no oherwise,top chord shall have proper) att the structu I shpathin nd bottom c�or�sha have a pro Ply id cetlingg. Locations shown for permanent lateral restraint �f we�s shall haveiracmgg ms�a�led per BCSI sections 63, 67 or ��0, �e. Ap Ty plat s to each face. ace of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Refer to 60A-Z fgr stan�ard plate positions. a division of ris d winq an failure to build the on th�s drawiYng or cover page Le design shown. The suitability r7ttey: Job Number. 136DCS112 PIy:1 I SEQN: 539480 / T16 / JACK 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL City: 4 FROM: AH DRW: Truss Label: BJ5 Wgt: 16.8 Ibs .. / ... 03/30/17 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 Des d:: D Mean Height: 15.00 it .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/l/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/3012013 by ALSC Wind Member design based on both MWFRS and C&C. 5' 5' Snow Criteria (P9,Pf in PSF) 0efI1CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc. Udell L/# PF. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.007 D - - HORZ(TL): 0.010 D - - Code / Misc Criteria Creep Factor..1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.309 TPI Sid: 2007 Max BC CSI: 0.182 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT20(0)/10(0) PI t T Mfg Specified Camber. C 1 ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 263 / 96 1208 / - 1129 / 8.0 D 90 /13 /70 /- /- /1.5 C 119 /93 162 !- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. a e ype(s). Maximum Top Chord Forces Per Ply pbs) WAVE , VIEW Ver. 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 53 -120 Prtntudcc�ics of ttls�ac'sneni arc ant curcsi�rac st�nedand matgd actlehaz•..ez' n-L Yia}cmhatlCr.coslm�ar��ai�e uarip`.c�tn angielcttrnrdc, ciip(oi: **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING' as any on Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 INSTALLERS ow the latest a ition of CSI Building s� bolt rrll�r�ers ogl�allave a pproy led per BCS sections 3, B7 or 0, s. unless noted otherwise. kefer to its d wing,any failure to build the an thh s drawing or cover page L design shown. The sultability airey,'. .,OJttj Atl.2llr��iir Job Number: 136DCS112 Ply:1 SEQN: 539481 / T17 / JACK 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL City: 4 FROM: AH DRW: Truss Label: BJ3 Wgt: 12.6 Ibs 1 ... 03/30/17 1' 3' 3' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCp!: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/3012013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf In PSF) DeWCSI Criteria Pg: NA Ct: NA CAT. NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.003 D - - HORZ(TL):-0.003 D - - Code / Misc Criteria Creep Factor 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.174 TPI Std: 2007 Max BC CSI: 0.072 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0U10(0) Mfg Specified Camber. Plate Type(s): VIEW Ver. 16.01.00F.0504.20 WAVE Pr�tadce} 1es�sfth�dgc�snenL �azo not con:iC.crgd stead and {cs. td aei6 t}vz S�aA�ffi Yv13iaYItlGiNatiXritf6:ili�➢5tka Jorit•�xYc anp'ekttipis;c; "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING 1 a division of i rr r, or tor n acceptance any structure as snown above ano on ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL I B 193 176 1162 / - / 86 / 8.0 D 51 /6 /41 /- /- /1.5 C 64 /51 /30 I- I- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -105 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 INSTALLERS ow the latest editi n of BCSI Building ns Installe shal�providete porary ind bottom, ord shall h ve a pro�rrly led per BCS sections B9, B7 or 0, s. unless noted otherwise. Defer to its drawin ,an failure to build the on thi$ d%wiyng or cover peg re designs own. The suitagility �>uY 'Ampv?rxrrxa, Job Number. 136DCS112 Ply: 1 1 SEQN: 5394821 T34 / EJAC 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 4 FROM: AH DRW: Truss Label: EJ3A Wgt: 12.6 Ibs .. / ... 03/30117 T �-1 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 D Des d:: Mean Height 15.00 it .00 NCBTCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 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. Left cantilever is exposed to wind rh 31 3' . C Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.003 D - - HORZ(TL):-0.003 D - - Code / Misc Criteria Creep Factor 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.178 TPI Sid: 2007 Max BC CSI: 0.078 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0u10(0) Mfg Specified Camber. Plate Type(s): WAVE VIEW Ver.16.01.00F.0504.20 PS�FjllireC�iCY iYf ti'a5 i�{XfHifiCf3t $� iliki GftYi��Y@U �1Cljii� b^3i31I ,anQ C}s��SkSA+$ is.1PinnNxaSicxi ctida`ri�sttan VaYlYss any cicctrar5c, 'ect+luvi T 1 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 190 / 75 / 160 / - 186 13.5 D 52 /7 /42 /- !- /1.5 C 66 / 52 / 32 / - / - 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -106 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 Trusses re ufre a eme care in fab{icatin�, fndl'n , shlppin , in tailing and bracing. , Refer to and follow the latest e�iti n of SCSI Building Component Saf ty n(onnation, b PI an S CA� for safety �ract ces prior to performing these functions. Installers s all provide to porerY brad pQr BCI , Unless noted o�herwise,top chord shall have proper) att�ched structure. I sheathing and bottgm ord shall have a properly allev attac d n�id ce fing. Locations shown for permanent lateral restraint 9f we s shall have bracintg ms Iled per CS sections B3, B7 or 810, as appliq e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A-Z fbr standard plate positions. Alpine, a division of ITVy Builddi Components Group Inc.,shall not be res onsible for any deviation from this d 1wing,an failure to build the ass In of0rmance vnth ANS PI 1, ar for handling shi ping, installatirPn and bracing of trusses A seal on this drawiYng or cover peg listing this drawing indicates gate lance of rofessPonal engineerin responsibility solely for the design shown. The suitaoility and use of this r7iawIng for any structure is the responsibility of the �uiiding Designer per ANSIlTPI 1 Sec.2. Job Number: 136DCS112 Ply:1 SEQN: 539483 / T18 / JACK 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 4 FROM: AH DRW: Truss Label: BJ1 Wgt:11.2 Ibs .. / ... 03/30/17 12 6 2X4(A1) B 43 -L A Loading Criteria (psr) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: C 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 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. C coJX -F T 1!1111wrl D 1' 1' 1' Snow Criteria (Pg,Pf In PSF) DoWCSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT. NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): NA B 150 / 77 / 145 I - 142 18.0 Lu: NA Cs: NA VERT(TL): NA D 11 / 10 / 18 / - / - / 1.5 Snow Duration: NA HORZ(LL): 0.000 D - - C -14 / 28 125 / - / - / 1.5 - HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor 1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 D Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0.015 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber. Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver. 16.01.00R0504.20 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 28 -19 Frbitie�upies tritt� SaCfatteti3 arOnM 4asrttl$xa[! s�,ned �nnd�m}n3 aid rl�sstzt�8ysrtricriFkat)et roilinnirist hgHg✓irscd �+ any,clettruniz, iuuiez "WARNING* READ AND FOLLOW ALL NOTES ON THIS "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS II a division of as snows above and on Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 ING THE INSTALLERS to and follow the latest Viti n of ?CSI Building se functions installe ai� v de to pora ipathing and bottom c ord gnall have a progerrlly qng installed per BCS sections B3, B7 or 10, ,iniDetails, unless noted otherwise. (tefer to :,Olif-'iriJftrlSs:'isr Iry 1;ortor n acceptance any sructure ml nnlnc n"nn "nr on i Job Number. 136DCS112 Ply:1 SEQN: 539484 / T31 / JACK , I 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 4 FROM: AH DRW: Truss Label: BJ1A Wgt: 11.2lbs .. / ... 03/30/17 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 Des d:: D Mean Height 15.00 it .00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set:13B (Effective 6/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. Left cantilever is exposed to wind A 12 6 F,7- C 2X4(A1) B 1IT M CD LO 1' Snow Criteria (Pg,Pf In PSF) Def1/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loo Udell U# Loc R / U / Rw / Rh / RL / W PE NA Ce: NA VERT(LL): NA B 134 177 1143 I - / 42 / 3.5 Lu: NA Cs: NA VERT(TL): NA D 13 19 / 18 / - / - / 1.5 Snow Duration: NA HORZ(LL): 0.000 D - - C 1 / 23 / 22 / - / - 11.5 HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 D Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0.013 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. FT/RT:20(0)/l0(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver.16.01.00F.0504.20 A-B 25 0 B-C 20 -16 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 P`tintadc�ica buts draisnm�t�anat camldxmd' admd.caalgd and i1sarn gr&, `zczis: "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire eme pie in fabriptin , hhandl'n , shippin , installing and bracing. , Refer to and follow the latest eddet'on of BCSI (Building Safety n{{ormahon, b TPI an� SBCA; for safety (lract�ces poor to performing these functions. Installers sh �I prpvide teliiporarY BCSa (nless noted oherwise,top chord shall have properlyY attached sf�ctural sheathing anc( bottQrrf chor�shall �iave a properly id ceefin . Loptions shown for ermanent lateral restraint bf webs shal have bracin Ins le per 6c;S1 sections 3, B7 or 810, e. Apply plates to each face otruss and position as shown above and on the Joint Details, unless noted otherwise. 12efer to 60A-Z for standard plate positions. vision1no, f ITW Build' Components Gfp1ep Inc.,shpli not be responseyle for any deviation from this drewing,an failure to build the tf nnace wt ANSt�/gfPl 1, or for ha tllln shi pin , installation and bracin of trusses.A seal on this drawiYng or cover page $r-aIndicates acceptance of ro essPonal engineering responsibility solely for the design shown. The suitability ,f thiawing for anY. rut.r. is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. matlon see this lob's general notes pace and these web sites: ALPINE: www.aloinefw.com: TPI: www.toinstom: SBCA. wwwsbcindustrY.00m: IM www.lcmafe. alley nra�p;�stlt�;t,i• Job Number: 136DCS112 Ply:1 I SEQN: 539485 / T21 / HIP_ 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 2 FROM: AH DRW: Truss Label: CJ7 Wgt: 42.0 Ibs .. / ... 03/30/17 67 9110"1 6'3" 37" L 4.24 p : 3X4 C HB3 2X4(A1) B A 1"1((,� . =5X6 F E f-- 1'5" 6'1"4 3'2" 6"1 6'1"4 974 9'1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C$C Dist a: 3,00 it Loc. from endwall: NA GCpi: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/l/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 Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Snow Criteria (P9,Pr In PSF) Pg: NA Ct: NA CAT. NA PF. NA Ce: NA Def11CSl Criteria PP Deflection in loc Udefi U# VERT(LL): 0.014 G 999 240 ♦ Maximum Reactions (Ibs) Loc. R / U / Rw / Rh / RL B 326 1154 /- /- /- Lu: NA Cs: NA VERT(TL): 0,032 G 999 180 E 410 / 129 / - / 0 10 Snow Duration: NA HORZ(LL): 0.004 F - - D 168 1132 / - /- / - HORZ(TL): 0.009 F - - Creep Factor 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.316 E Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0.308 D Min Brg Width Req = - Rep Factors Used: No Max Web CSI: 0.247 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)110(0) Mfg Specified Camber. /W 110.6 / 1.5 11.5 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver.16.01.00F.0504.20 I Chords Tens.Comp. Chords Tens. Comp. A-B 9 -6 C-D 59 -74 B - C 295 -638 Prb�ta�ccplzz of tM,�dcx4gnan3`rm not rnmiiiv�md sPgnc�asd xea�d . . ut6 eha 5§iaa3:iudasrtNantia+9 gr�3iairiiss}aqu{1ci(�dYn aryy+,cictaro[�s, uiGleAi: Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp, B- G 578 -259 F- E 0 0 G - F 570 -262 Maximum Web Forces Per Ply pbs) Webs Tens.Comp. Webs Tens. Comp. G-C 181 0 C-F 314 -684 -IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS au re e�xttrr�eme care in fayy��catin , app i'n , shi pin , ingtalling and bracing. , Refer to and follow the latest e�iti n of BCSI Building t St fety lnfomlation, by. TPl an� C ; for safety �ractices poor to performing these functions. Installs s al� provide to pore BG�mless noted othervvise,top chord shall have properly attached structural sheathing and bottQrrl rc��ord ghall have a proper�y Id ceiling. Locations shown for permanent lateral resfra"int bf webs shall have bracingg installed per BCSI secbons 63, B7 or B1 D, e. Apply lates to each face of truss and position as shown above and on the JoincDetaiis, unless noted otherwise. jtefer to 60A-Z for s�andard plate positions. a division of I T,orTor n acts tance any structure failure to build the ". Tie suitability �n tlit(t5� x#e. Job Number. 136DCS112 PIy.1 SEQN: 5394861 T29 / HIP_ 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 2 FROM: AH DRW: Truss Label: CJ3A Wgt: 16.8 Ibs .. / ... 03/30/17 T 1'5" 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: II Des Ld: 37.00 EXP: C D Des d:: .00 Mean Height: 15.00 ft NCBTCDL: 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 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 2-11-8 setback jacks with 0-0-12 cantilever one face; 0-0-12 cantilever opposite face. Wind Wind loads and reactions based on MWFRS. a division of �n C 47 473 473 Snow Criteria (Pg,Pf In PSF) Def11CS1 Criteria Pg: NA Ct: NA CAT. NA PP Deflection in loc Udell U# PF. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.000 D - - HORZ(TL): 0.001 D - - Code / Mlsc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.134 TPI Std: 2007 Max BC CSI: 0.031 Rep Factors Used: No Max Web CSI: 0.000 FT1RT:20(0}110(0) Mfg Specified Camber. Plate Type(s): WAVE VIEW Ver. 16.01.00F.0504.20 £7�±tedcc�tles ciftt3sd«4anrni axm not cwrsi�aza� c.g„c� a„d.�lgd anQ ila,�aA..E`e`e.dian�ticst.cmic:iti�zst 6gpedfsid to any¢lctiraisic, zgpfas<`• T ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 123 172 1- /- /- /4.9 D 22 /- /11 /- /- /1.5 C 56 /43 /- /- !- 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 20 -13 B-C 19 -15 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS i cafe in faycatin , %aandl'n , shipping, ingtailing and bracing. Refer to and follow the latest eiti n of FCSI Building s noted of ePi wa top Chord sf}ai ha er prope�iYp attached so(ru�cturethl $h�athi^and tiottom c�ior�f�all have a pro�ey xabons shown or ermanent aterai restraint bf webs shall have racm Ins Iled per BCS sections 63, 67 or 10, ilea to each face of truss and position as shown above and on the Joinf Details, unless noted othervvise. (tefer to ndard plate positions. I vi 1, or for n acceptance any sructure �+uK . o�rtmlterrr�;,c Job Number. 136DCS112 Ply:1 SEQN: 6304551 T32 / HIPS 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1 B28-Cali "C" LL OL Qty: 1 FROM: AH DRW. Truss Label: A14G Wgt: 263.2 Ibs / ... 03/30/17 5'1"12 T 12'3"B 1T3"3 19'10" 22'4"1 2T4"10 328' 34'6" 39'8" 5'1'12 1'10" 5'3'6 4'11°14 2'6°13 2'6°13 4'11"14 5'3"6 1'10°4 '12 li l=H030' � 11110X10 =-4X4 TC2 =7X8 =4X4Ta 1U10X10 12 D E F G H I J Pppp J U T S R BC2 Q P O N 4X4 =H0710 =4X10 =4X10 mH0710 =4X4 2' 5' S'3"3 5'1"10 53°3 5' 2' S' 1 V 7' 12' 1T3"3 22'4"13 2T8° 32'8° 34'B" 39'8° Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: C NCBCLL: 10.00 Mean Height: 15.00 It TCDL: 4.2 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set:13B (Effective 6/112013) Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1:- Bot chord 2x6 SP #1 :BC2 2x6 SP M-26: Webs 2x4 SP #3 04, W13 2x4 SP #1: :Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set '13B° uses design values approved 1/30/2013 by ALSC Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.00 to 56 plf at 0.00 TC- From 56 plf at 0.00 to 56 plf at 7.00 TC- From 119 pif at 7.00 to 119 plf at 32.67 TC- From 56 plf at 32.67 to 56 plf at 39.67 TC- From 56 plf at 39.67 to 56 plf at 40.67 BC- From 4 plf at -1.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 pif at 7.00 BC- From 44 plf at 7.00 to 44 pif at 32.67 BC- From 20 plf at 32.67 to 20 plf at 39.67 BC- From 4 plf at 39.67 to 4 plf at 40.67 BC- 462 lb Cone. Load at 7.00 BC- 464 lb Conc. Load at 32.67 Plating Notes All plates are 2X4 except as noted. Loading #1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. **WARNING** READ AND "IMPORTANT" FURNISH THIS DRAW a division of any Snow Criteria (Pg,Pf in PSF) Def1/CSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT. NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL PF. NA Ce: NA VERT(LL): 0.553 G 853 240 B 3139 11427 /- 1- ! - Lu: NA Cs: NA VERT(TL): 1.290 G 366 180 L 3140 11428 /- / - / - Snow Duration: NA HORZ(LL): 0.118 N - - Wind reactions based on MWFRS HORZ(TL): 0.274 N - - B Min Brg Width Req = 3.7 Code / Misc Criteria Creep Factor. 1.5 L Min Brg Width Req = 3.7 Bldg Code: FBC 2014 RES Max TC CSI: 0.722 Bearings B & L are a rigid surface. TPI Std: 2007 Max BC CSI: 0.851 Bearings B & L require a seat plate. Rep Factors Used: No Max Web CSI: 0.710 108(C3) /W / 8.0 / 8.0 fi N FT/RT:20(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. HS, WAVE VIEW Ver.16.01.01B.0614.19 A-B 27 -20 G-H 4226 -9454 B - C 2841 -6298 H -1 4226 -9454 C - D 2815 -6284 I - J 3663 -8179 D - E 3662 -8178 J - K 2817 -6286 E - F 4226 -9454 K - L 2843 -6300 F - G 4226 -9454 L - M 27 -20 F€�te�frec�fes ortt�s�frx�znent;aranat caa7sldzvm8.ignc�md cra4nd os91 tlsa ciYAa4Su1}iartfficatiaxt cmlrb.ctustisaacdfs�desr anyaiat;ro�, ��capieu:� ,LL CONTRACTORS INCLUDING THE INSTALLERS ingtailing and bracing. Refer to and follow the latest e actices pnor to performing these functions Installsr� proper{y att�che� structural slteathmq and bottom chi istramt bf we s s all have bracing ins ed per BCSI z as shown above and on the Joinf Details, unless note Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 5579 -2500 Q - P 8306 -3738 U - T 5584 -2503 P - O 5664 -2531 T - S 5662 -2530 O - N 5585 -2505 S - R 8305 -3737 N - L 5581 -2501 R - Q 9559 -4302 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. U-C 104 -140 G-Q 126 -174 C - T 128 -43 H - Q 350 -425 D - T 652 -173 Q -1 1387 -590 D - S 3049 -1371 I - P 899 -1507 S - E 899 -1508 P - J 3048 -1370 E - R 1388 - 591 J - O 654 -174 F - R 350 -425 O - K 128 -43 R-G 126 -175 K-N 104 -140 failure to build the g or cover pig in. The swta ility iitey, < � :,+0111js717k'11fS�'zir Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, -15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 120 moh Wind Soeed. 15' Mean Heloht, Partially Enclosed. Excosure D. Kzt = 1,00 S 2x4 Brace Gable Vertical pacing Species I Grade No Braces (1) lx4 'LBrace Is (1) 2x4 'L' Brace x (2) 2x4 'L' Brace Not (1) 2x6 'L' Brace Is (2) 2x6 'L' Brace ■ Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' - Sn 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' Stud 3' 8' 5' 9' 6' V 7' 8' 7' tl' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' n% Q Standard 3' 8' 4' 11' S' 3' 6' 7' 7' 1' 8' 1l' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' 11, 7' 10' 8' 2' 9' 4' 9' B' 12' 4' 12' 9' 14' 0' 14' 0' -� S P #2 3' 10' 6' 7' 6' t0' 7' 9' 8' V 9' 3' 9' 7' 12, 2' 12, 8' 14' 0' L4' 0' #3 3' 9' 5' 3' S' 7' 6' 11' 7' S' 9' 2' 9' 7' to, 11' I1' 8' 14' 0' 14' 0' � DFL Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, II' II' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' Ill 9' 8' 10' 4' 13' V 14' 0' U_ (� r #1 / #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' Ill 0' 13' 11' 14' 0' 14' 0' L4' 0' 4-> _ S P r #3 4' 2' 7' 1' 7' 9' 8' 9' 9' L' 10, 5' to, to, 13' 9' 14' 0' 14' 0' 14' 0' U F Stud 4' 2' 7' L' 7' 6' e' 9' 9' 1' 10' S' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' O H Standard 4' 2' 6' V 6' 5' 8' 1' 8' 8' 10' 5' 10, 10' 12' 8' 13' 7' 14' 0' 14' 0' #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10' 8' Ill 1' 14' 0' 14' 0' 14' 0' 14' 0' Q S #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' ill 0' 13' 11' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10, 8' 6' 9' 1' 10, 6' 10, II' 13' 4' 14' 0' 14' 0' 14' 0' QJ D F L Stud 4' 4' 6' S' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' o' Standard 4' 2' 5' B' 6' 0' 7' 6' 8' 0' 10, 2' 10' 10' Ill 10, 12' 7' 14' 0' 14' 0' #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 U 0 S P F u F f�l #3 4' 7' 8' 2' 8' 5' 9' e' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 7' 0' 7' 5' 9' 4' 10' 0' I 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X d S P #1. 5' V e' 5' 8' e' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 0 14' ' 14' 0' #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 71. 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 03 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' a--1 n D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' V 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' l4' 0' Standard 4' 7' 6' 6' 6' IV 8' 8' 9' 3' 11' 6' 12, 0' 13' 7' 14' 0' 14, 0' 5' 0' aymm Abut able Truss Diagonal brace option. IS T vertical length may be doubled when diagonal 18' )K brace Is used Connect L I diagonal brace for 600# at each end. Max web Brace total length Is 14'. 31E ill 2x6 DF-L #2 or better diagonal r I Vertical length shown I bracer single B, )K In table above. or double cut L 1 45• (as shown) at upper end Connect diagonal at midpoint of vertical wet a �p� AN rrWOOMPAt4Y 133191 aka1r 1 Drive Earth City, MO 83045 'all Refer to chart above for rl oVARNWGK. READ AND FDLLTIV ALL IIQTES ON TIDS DRAVMM ws001Q2TANTws FURNISH TKS WAVING M ALL CM/TRACTORS DELUDING THE VISTALLERS. ����` ` ruses require extrene care InnxN fabricating, handling, -shipping, InstalUn and brad. Refer+to and the latest edition of =1 (Buldho Component Safety Infornatlon, 6rg y TPI and SHCA) forr,safety � C Cow ctkoc prbr to Performing thew functlons. Installers shall provwhe tonporary bracing per BCSL ass top have shwthing ors bott6n cho d mated otherwise, chord shall properly attached structural it have properly attached Ndd telling. Locations sham For permanent lateral restraint of webs - It have bracing Instated per B I sections 43, 07 ar B10, as appleable. Apply plates to each face trms oM T{ww Ktbn as shown above and an the Joint Detar, unless noted otherwise. r to dwwenps 16OA-Z for standard plate positions '# Ipv-e, v divitlon of ITV Huftding Conpanentr Group Inc shall of be responsible For y deviation from draehg, failure to bWld the truss In ANSI/TPI 1, for handling, shipping, r any conformance with ar atlatbn 6 I-dmg of trusses. seat - this drawbq or mver page listlng this drawing, WicateG acceptance of professional o , 9Vh heer4p ty zdNy for the deslpn shown The;rb1II and use of this drawing the responsIDllty of the &Aav DeslQner Pons I Seel for more enfornatkn see this Job's general notes page and these web sitem ALPINE- nwalpinott►.con) TK, www.tpnst.orQj SBCP wwesbchdurtrY.orgl IM wow)ccsaFeArg hJ A C 4JT Ak ,30 € i-L. rAl Bracing Group Species and Grades) Group A: S ruce-Pine-Fir Hem-Flr #1 / #2 Stnndard 02 Stud #3 Stud 1 #3 IStandard ➢ou la's Flr-Larch Southern Pinerww #3 03 Stud Stud Standard Standard Group Bi Hen -Fir at & Btr al Dose has Flr-Larch Southern Plners* #1 #1 a2 1 #2 lx4 Braces shall be SRB (Stress -Rated Board). ■wFor lx4 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: Vlnd 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'x3.0' min) malls. A For (1) 'L' broce- space malls at 2' o.c, In 16' end zones and 4' mc. between zones. )K)W.r (2) 'L' braces- space malls at 3' o.c. In IS' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len th No S lice Less than 4' 0' 2X3 Greater than 4' 01, but 3X4 less than 11' 6' Greater than 11' 6' 4X4 + 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 TOT. LD, 60 PSF X. SPACING 24.0' Gable Stud Reinf orcerlent Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or- 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ort 120 moh Wind Soeed. 30' Mean Helaht. Partially Enclosed. Exposure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces (1) Ix4 'L' Brace X (1) 2x4 'L' Brace x (2) 2x4 'L' Brace x (1) 2x6 'L' Brace w (2) 2x6 'L' Brace No 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' 8' 8' 9' 1' 11' 3' 11' it, 13' 7' 14, 0' U Studard 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' it, 13' 7' 14'H 0' O P Stand 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' n% #1 3' 10' 1 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' l2' 2' 13, 11' 14' 0' —� - S P #2 3' 8' 1 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 1 9' 2' li' 7' 12' 0' 13' 9' 1 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' a, 9' 9' 1' to, r to, to, 13, 8' 14' 0' F Stud 3' 7' 4' 10' 5' 2' 6' ' S 6' 11' B' 9' 9' L' 10' 1' to, to, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12, 2' 13' 0' U +> S P F #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10, 6' 13' 3' 13, 9' 14' 0' 14' 0' #3 4' D' 6' 7' 7' 5' 8' 4' 8' 8' 9' Il' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' • u H F Stud 4' 0' 6' 7' 7' 0' 8' 4' B' 8' 9' it, 10' 4' 13' V 13' 7' 14' 0' 14' 0' CU O Standard 4' 0' 5' B' 6' 0' 7' 6' a, 0' 9' it, 10' 4' it, 10, 12' B' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' B' il' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' C S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13, 3' 13' 9' 14' 0' 14' 0' #3 4' V 5' It' 6' 4' 7' 11' 8' 5' 10, 0' to, 5' 12' 5' 13, 3' 14' 0' 14' 0' 01 i I D F L Stud 4' V 5' Il' 6' 4' 7' 11' 8' 5' 10' 0' 10, 5' 12' 5' is, 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' t0' 2' li' 0' 11' 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' ill 6' 14' 0' 14' 0' 14' 0' 14' 0' (� S P F #3 4' 5'_ 7' 7' 8' 1' 9' 2' 9' 6' 10, Il' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' u Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' X d O H F Standard 4' 5' 6' 6' 6' It' 8' 8' 9' 3' 10, 11' ill 5' 13' 7' 14' 0' 14' 0' 14' 0' S #1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' it, 8' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' 8' 7' 11' 8' 2' 9' 4' 9' a, 111 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10, 7' 3' 9' 1' 9' 7' il' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 6' 6' 10' 7' 3' 9' V 9' 7' 11' 0' ll' 6' 14' 0' 14' 0' 14 0' 14' 0' Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10, 11' 11' 5' 12, a, 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades) Group At Soruce-Pine-Fir Hem -Fir #1 / 02 Standard #2 Stud 03 Stud #3 Standard Dou tas Flr-Larch Southern Pineefr 03 #3 Stud Stud Standard Standard Group Bi Hem -Fir 01 & Btr #1 Dou tas Fir -Larch Southern Plnewnw Ol #1 02 #2 Ix4 Braces shall be SRB (Stress -Rated Board). "For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values values be used with these rades. Gable Truss Detall Notesi Wind Load deflection criterion is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlockers with 2' 0' overhang, or 12' plywood overhang. About Attach 'L' braces with 10d (0.128'x3.0' min) nails. XFor 'L' brace, space 2' able Truss zones. c. between zones. In 18' end tones and 4' o.c. )K)KFor (2) 'L' braces, space nalts at 3' o.c. Diagonal brace option,� T to IS' end zones and 6' o.c. between zones. vertical length may be doubled when diagonal 18' )K 'L' bracing must be a minimum of BOX of web brace Is used. Connect L I member length. diagonal brace for 6900 'L' -{I- Gable Vertical Plate Sizes at each end. Max web Brace total length Is 14'. iif all Vertical Len th No S lice 2x6 DF-L #2 or Less than 4_0' 2X4 better diagonal T Greater than 4' 01, but 4X4 Vertical length shown i bracei single B. less than 12' 0' In table above. 45' or double cut L 1 (as shown) at • Refer to common truss design for upper end. IL peak, splice, and heel plates. ontlnuous Beoring Refer to the Building Designer for conditions Connect dingona at 1I1111111 not addressed by this detail. midpoint of vertical web. Refer to chart above for max g&lb`lse r.%1d4 length, mARNINa.w READAND Fm.LOW ALL NOTES ON THIS DRAWINIg —IMMTANT.w FURNISH TIOS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. `� ` %� �s REF ASCE7-10—GAB16030 Trusses require ewtrene care in fabricating. handling, shipping, installing and bracing. Refer to and follow the latest .ra(B tion of SCSI usding Conp—t Safety Infornatlon, by TPI and SBCA) for safety 6� ``\ �E,vS� r DATE 10/01�14 practices prior to perfo lag these functions. Lutnilers shall provide tenpor.ry brotlrhg per BCSL top have Unless noted otherwise, chord shall properly attached struct—i sheathing and bottom chord Locations lateral _ No Z DRWG A16030ENC101014 ¢, 6LUA0 shall have a property attached VW celft. shown For permanent restraint of webs shot) have installed Per B SI sedans 17., 210, a. applicable. plates to each F¢ce Q IE position the dot of truss and sltIns .tt shorn Nova and on the and Joint Det s, unless noted otherese. Refer to dro.ings 160A-Z for standard plate positions, = R Alpine, a d lAslon of TTW bAd1mg Conpments Group Inc shalt rros he respansmte For wy deviation from ATE OP AN ITWCUMPANY this drawing, any failure to build the truss 6n conformance with ANSI/TPI 1, or for handtahg• shlpptng. hstatt.ti— 1.b-cbg of trusses. % .O �\ �.. C(f AX. TOT. LD. 60 P$F A seal on this drawkni or cover page listig this drawing, bdcates acceptance of professional In esr�g responsny solely Pr the design sham The and use of this drawing i�+�O ( C) j j F� 13389 Lak.lront Milo sNtabilty far- any stn+cL+e Is the responsibility of the B tdit Designer per IWSI/TPT t Scc.2. t a MAX, SPACING �L4,�' Earth City, MO 63045 For nor. Information see this Jobs general notes pope and these web sites ALPINE, wew.atpin.ltw.coni TPIi .re.tpinstorgi SBCA, ..w.sbcindustry.orgl ICa w-kcsofeor0 ¢¢y �Nf{� �\ia p ff, \ 'T' Reinforcing Member Gable Truss Gable Detail For Let —In Verticals ,e Truss Plate Sizes ipropriate Alpine gable detail for a sizes for vertical studs. Engineered truss design for peak, o, and heel plates. vertical plates overlap, use a to that covers the total area of apped plates to span the web. P. 2X4 2X4 *2X8 rrovioe connections ror upuri specinea on — eng—rein truss aesrgru Attach each 'T' reinforcing member with End Driven Nails, 10d Common (0,148'x V ,min) Nails at 4' O.C. plus (4) malls in the top and bottom chords. Toenailed Nails, ' lod Common (0.148'x3',min) Toenalls at 4' o.c. plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC103014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, ALIS30ENC10LO14, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030EN➢101014, A20030PEDIOIO14 See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' RelnForcing 'T' Reinforcing Member Member Toe-nalt - Or - End -null To convert from 'L"to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace Examples ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP 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. Mbr. Size 'T' Increase 2x4 30 2x6 20 wNtNING- READ AND FOLLOW ALL taTES ON THIS IYtAWM 0 RR�� ^^ REF LET —IN VERT -DMTANTo FURNISH THIS BRAYING TO ALL CONTRACTORS ➢iMLIBUZ DE DISTALLMS4 ���� `. IYir'�'i��' Trusses r"lro extreme care In f lericatig, handihg, shipping, Instal and bracing Refer to nna v DATE 10/01/14 follor the latest edition of SCSI O)uldlnp Coe,ponent Safety Inforwtlon, oy TPI and SBCA) for safety f�c At practices prWr to perfarnv,0 these functions. Instauars shall proW. tarporary 6ratlng per BCSL�1,f. Unless noted otherelse, top chord shall haw properly attached sauctV « shea and bottom chars ti �� DRWG GBLLETIN1014 r shall have o properly attached rtpId celvng• Locations shorn far permanent lateral restraint of rebs d ���I� (L� offoil4 have bracbg Installed par 0m and an the J or B t s, npolcs no Apply plates to sells face N of truss and pos7tbn as shorn above and on the Joint Betels, wAess noted atherrlse. - u v Refer to drn.s�ps 160A-Z for standard pints positions. Alpine, a division of ITV B.= Components Group Inc shall not be resport M. for an deviation from AN OINOOMPANY this dravby any Falure to buM the truss In conformance vith ANSVTPI L or for hanrsl,g, shlppkV. installation s bracing of trusses, — ST Tc OF MAX, TOT. LD, 60 PSF A seal on this draeMg or cover pape usti g this drawing, Indicates acceptance of professional 2 -O e re=pan s«sty fa` the shown The sultoblity nna use of this drawing ':9 A, (}�' ,:�' UR, FAC, ANY fa"� �yr�t . e a re�p«a�lny o`er Ballwg na=>; ar AW11 1 I Sere . U O R � _ 133891akelront Drive For more information see this Oob's general rotes page and these .eb sltesi'�i`MAX, SPACING 24.0' Earth City, MO63045 ALPM vwvAl«n«tecomi TPA wew.toinstavg SEM vow.sbcindustry.orni 100 wevicesafa,org vie `eS�Q,.... .. ,Lal`7'..`�� _ Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better. x)KAttach each valley to every supporting truss with, (2) 16d box (0.135' x 3.5') nails toe-nalled for ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates, 3X4 12 12 Max, 2X4 X4 �— 8-0-0 max ---{ 4X4 12 12 Max, I- 1X3 1X3 CMax X3 5X4/SPL Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 607 length of web, same species and grade or better, attached with 10d box (0.128' x 3.0') nails at 6' o.c. In Lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced withi properly attached, rated sheathing applied prior to valley truss Installation, Or Purlins at 24' o,c, or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. xxx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. Valle Spacing Pitched Cut Bottom Chord Valley � Le-nalled ra 2X4 � SPa Square Cut Bottom Chord Vail 2X4 4X4 if Stubbed Valley Optional Hip End Detail Joint Detail - rar l.lal r raring 20-0-0 (++) at 24. o.c. Plan Supporting trusses at 24' O.C. maximum spacing. .alttnuu,u�p,� d ��� "VARNMes REAR AM FMInW ALL MYMS UH TKS BRAVM -DVMTAMro FL MISH TMS BRAVING M ALL rdHTRACTaRs Brt.uim+c TW DWALLERS. Trusses requ'r strene m^ N fabrkatirq, harMuns, shipping, InstolUn9 and brodn6. Refer to and f.M. the latest "Um of BCSI ®Jlding Co+ponent Safety Infornotion, by TPI and SHCAh for safety practkes prior to peeforntng these functbns. InataUers shall pravbo tenporory brodnP Per BCSL Wdess rated otheniee, top ein tl shall nave property attached etructu.d aheaawg and hallo, chord shall have o properly attached rlpld cNHng Locatlons shorn far pernanent lateral erstroblt of webs Shall have bracing O+stalled per BCSI aectbns B3, B7 or H10, °c rable. Applyy plates to each ace truss andpodtNm as dram above and on the .bins Betaps, u�lew noted oNrrdcv. OW: R°Far to drowros 16HA-2 for tardard plate positions. ,�`` AR �` ,��.�G1�l�S, ` ffi `�\ �-' A ���/ 7 7 TC LL 30 �'C DL 20 $'C: DL 10 �p BC LL 0 30 15 10 0 40PSF 7 PSF 10 PSF 0 PSF REF VALLEY DETAIL DATE 10/01/2014 DRWG VAL160101014 55 AN ITW 00K~ Alpine, o dvlslen of 1TV Bid,�rrp Cohponmts Grouupp Irc. shn4 rot bs responsible far an�Y deriatron Fran thls drawaq, any FaBure to bu0d the truss In canfornarca with ANSI/TPI 1, or for hnrouep, sMbP4+& f1TE Of" TJ3T. LD, 60 S7PSF 13389 Lakelmnl Drive EaM Cakefm B3045 1-wlatbn t brachp of trusses. A seal on this d rawbg or corer Pape UatkM this drawing, Mcntes acceptance of professWlwl vngtKeriro re scaly for the 6rsign sham The su,tabpt)• and use of tnts drowtg far any atrucMs is W r°cpau Fti °f W 86d*V Beslpner per Mat/fPI t Sec2 For more trMorhath"1 see this Job's general notes pape and mesa web spew ALPINE. wewalp6leltw.cah, TPL www.toe,st— SHCN ww%sbcindustry. , IL www.kcsoFa,org �} ,�+, "S^ �' `Y. 4 � l� (.'r f��UR,FAC,1.25/1.33 �j, R ''%., ,S •C�`'�.� /�,. U/i]a r t l L�•C .� 1.15 11.15 SPACING 24,0' "1111t, Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wlnd, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind ➢L- 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 purllns. The building Engineer of Record shall provide dlogonal bracing or any other suitable anchorage to permanently restrain purllns, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing is 24' o.c. detail is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xx Refer to Enoineer's sealed truss design drawing for piggyback and base truss specifications. Detail A i Purlin Spacing = 24' o.c, or less 12 Up to 12 Piggyback cap truss slant nalled to all top chord purlln bracing with <2) 16d box nails (0.135'05') and secure top chord with 2x4 03 grade scab (1 side only at each end) attached with 2 rows of 10d box naps (0.128'x3') at 4' o.c. Attachpurlln bracing tthe flat tap chord using (( l using 2) 16d box malls 0.135'x3.5•). iron apacing = 24' o.c. max I —Top Chord Scab (Typical Each End) Flat top chord purllns required at both ends and at 24' max o.c. spacing in between. Detail B i Purlin Spacing > 24' o,ci Piggyback cap truss slant nalled to all top chord purlln bracing with (2) 16d box nails (0.135'x3,5') and secure top chord with 2x4 k3 grade scab (1 side only at each end) attached with 2 rows of IOd box naps (0328'x3') at 4' o.c. 12 Attach purlln bracing to the flat top chord using a minimum of (2) 16d box naffs (0.135'x3,5'). Up to 12 11 \\ I I Purlin Spacing) 24' o.c. max Top Chord Scab (Typical Each End) Chord Flat top chord purllns required at Depth both ends, purlln spacing) 24' o,c, Notes If purllns or sheathing are not specified on the flat top of the base truss, purllns must be Installed at 24' o.c. max. and use Detail A. `a±jjjiiltjlJJ --D4PMTANTww f11 aSN T= UMVMG M &FMLOL CONTRACTORS IRI] UDW nE D7S &URS, Trusses require extreme care In fabricating, handUrt, shlpping, Installing and bracing. Refer to and follow edition Infest edltlaof SCSI (Huldf+g Component Safety tnfarrmtlan, by TPI and SBCA) for safety \,\GE1�s� proctices prior to performhg tunc -these ftlor s. InstaUers droll provide tm.porary braMg per BCS1. V Uri noted oth—d—, top chord ah.0 have properly ttached strucliral sheathing and batten hard (v shall have a properly attached rigid craft. Locatlors sham for permanent Me—[ restraint of webs rr�� chatt have brocbt Inctolled per SCSI sections H3, B7 or Big, applicable. Apply plates to wash face d I I II—J10 of Muss and position as sham above and on the Joint Detalc, unlace mated otherwise. ILI�'IU�� Refer to drawings 16OA-Z far standard plate positions. Alphe, a division of ITV WOU9 p Conponents G. Inc shall not be responsible for anyy devlatlon from S -0 AN 111N 1JpMPANY the drawing, any Fnaure to bWl the truss In con .manse with ANSI/TPI 1, or for hiindUng. sWpping, v 73� A% ArJ ©� Inetallatbn L la —Mg of Musses. A seal on this drawing or cover page UeeM this drawk%4 Ind)catos acceptance of profesa)oral �y efrnaresBesiyier pry ANSi See2. 9•'e VtrYPoty g oraytrrry in u Building 133BS Lakefront ➢dive For more hfornatlon see this Job'R general notes ppaage and these web Mow f''e7 N�//"�1pp�� w�1°��\ `\tv Earle City, M063U45 ALPMCi-tolelt-mi TPB wwrtohstoror SBCM w msbelndustrv.orct ICd wrwleesofearp SPi The top chord N3 grade 2x4 scab may be replaced with either of the following) (1) 3X8 Trulox plate attached with (8) 0,120'xl.375' naps, (4) Into cap TC 6 (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xl.375' nalls. Note, Nailing thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3XIO Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o,c. with (4) 0.120'x1.375' naps 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'x8'x7/16' (min) APA rated sheathingg ggussets (each face). Attach @ 8' o.c with (8) 6d common (0.113'x2') nulls 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 02, full chord depth scabs (each face). Attach @ 8' o.c, with (6) 10d box nulls (0.128'x3') per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. front to back faces. 28PB Wave Piggyback Plate One 28PB wave plggyback plate to each face @ 8' o.c. Attach Eeeth to plgg back at time of fnbrlcation, Attach to supporting truss with (4) 0,120'xl.375' nulls per face per ply. Piggyback plates may be staggered 4' o.c. front to back faces. NG 24.0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 Hip Frame Details d Hip Frame \.1 n v n A.1:.,. B 2', I'R' Lthed Use this detail ASCE 7-10, 180 fors 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 stepped hip system must be So, Pine lumber, Residential, Wind TC DL=4,2 Kzt=1,00 Structura, anels must be properly attached directly psf, To hits..\ �► _Ywrllns, —WARRB40- READ AND FOLLaV ALL NUM w TIBS BRAWMG @� GE "��, "'- REF HIP FRAME -VPMTANTxx FURRM TIUS MAVIM m ALL CMTRACTCM U10.UDBi6 THE IRSTALLERS. (� Trusses require extreme care In fabricating, haWllnD, shipping, Instalft and bracing. ReFer to And follonr the lotost emtton of BCSI <BullNng Canponont SoP@ty Iniorwtlon, by TpfaArraryym SBW) For cnf@tY z N ` r1 DATE 10/O1/14 practices prhr to perfoI P these Concave P' Hy Attached str inanMs�heathhp o�rng per BCSI. l,nl@A@ rotes oth@ dse, to chard shAu have d bottom chard c * = DRWG HiPFR1801014 r shod have n Properly Attached rV cenha. LAcntbnC darn for p@rv�on@nt Int@ral restraint of webs, chnLL have brnWa ion Asslled per aboI And on the J or BLD, ils applimbte. Apply plates to enOn Face IL��J�1 .fall And position n AS f— wWar era to tine .Iamt BemaS, �nl@ss nand otherwise. S. A°fE OF Refer to drAehps I60A-Z for stAntlArtl plate pasklons. = .� fA ine, A divbhn of CTV HuadhD ConpaneMs Group Inc shop rat be respons6nie for anyy tlevintbn from A' Q^ FW IiwmMP/±Ni d- 9,nY fAanme to bJld the truss h canformrx:e etth ANSf/TPI 1, or' for hand9nD. shlpptrnD. :h p lai on this drAdnp or cover pnpe LLstNiggn tHs draetg, hdcotes Ax@DtArnce of prof@ss7onal 4,y •�1,{\,, 73389 rA Lakefront Drive for�esolelrltityne oP tl+@ Bu0.dlnp DWDner peryANSt/TPI 1 S@c2. �sldx9�N�� \°INItF`` Earth Ciy, MD 6X45 For rrore InfornAtlon see this ,pb•s Demerol notes pope aM this¢ xeb sttes Idi \\ ALPINP, eonlpheltx.conl TPB nxtPhstm'DI SBCAi ae.cbchductryarDl ICd neicemfe.arD /1/III1111PL0 CLR Reinforcing This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method Is desired. Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type, Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 I row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6( T-reinforce ment, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, 00 Center scab on wide face of web, Apply (1) scab to each face of web, Member Substitution T-Reinforcement OY T-Reinf. L-Reinforcement: or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3,0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. T-Reinf, L-Reinf, Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'x3,0',min) nails at 6' o,c, Reinforcing member is a minimum 80% of web member length, Scab Reinf. /Z —VARNDG- WAD .,nMT,w RMIM PM WA�mlci�M ALLZW �C%ffxA MRS NOTES UN RCUMM I`�°10I� INSTAL Rs ��`N't' eL NLG TC LL PSF REF CLR Subst, DATE 10/01/14 Trusses redg,W extreme taro h fabricating, hnndUrig, shipping, InstAWng and bracng. Refer to and folio. the forest edition of BCSI Olusdng Conponent Safety information, by TPI and SBCA) for safety prn as prior to orning thew font Uons. Installers shall provide temporary brad-9 per HCSL 2'e�•'� / i �` / 4 V\GEiVtS� �iA �• TC DL PSF DRWG BRCLBSUB1014 %e button chord Unless rated other.lse, top chord shall hews properly attached structta•al shoottYng and shall have n attached rhld callbq. Locations shorn for lateral restraint of websZZ ` !„ C DL PSF v f1 ��� 1� Q I 1 1 LJ 1� 1 t-, IF properly pernanrnt chaff lava bradr�g Inst¢Il1M par H I coctlons H3, 87 or H10, ns opplicnble. Apply pWtes to oath face of trust and p altlon s shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16CA-Z for standard plate positions $C LL PSF 11I�ILIr=� Alpin division f 1ry Buitdin Components Croup Inc shoo not be responsible for an deviation fro. _ LD, PSF AN iTWCOMPANY this tYnwing, any figure to s td the truss in ...formate with ANSLITPI 1. or for hnrdUnR, shipping, .� l$,,fA,�, dE'OT. Installation L bracing of trusses. A Sent — this drn N — cover page thiting this dr..ing. indicates acceptance of professiWal enghrerY�p Val for the design sno.n The sWtnbRisy o,¢1 use of this drawing K f,. (lam ` P' \ . DUR, FAC, 13309 Lakefront Drive iar on ty d ucro the respardabHltY aP the bAdno OrJgner per ANSI/TPI I Sect SPACING Earth City. MO 63045 for nor* Infarnation see this job's geherot notes page and these web sites ALPIND www•aloineltw.coni TP11 wectoinstorot SBCk www.sbcindust—oi ICa wwvkcsafearo BErd'�'(fTT RRtq,_ i8� es�\7 _.�0 Cracked or Broken Member Repair Detail Load Duration = 07 This drawing specifies repairs for a truss with broken chord Member forces may be increased for Duration of Load or web member. This design Is valid onlyy for single ply trusses with 2x4 or 2x6 broken members, No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section U = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and secles as damaged member. Apply one scab per face. Minimum side member length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel. Nall Into 2x4 members usng two (2) rows at 4' o,c„ rows staggered. Nall into 2x6 members using three (3) rows at 4' o,c„ rows staggered. Nail using 10d box or gun naps (0,128'x3', min> Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visuat 'grade #1 and MSR grade 1650f, This repair detail may be used for broken connector ptate 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 tle-In loads. s L L 4' o c Typical ~ + 0 + 0 + 0 + 0 0 + 0 + 0 + 0 + —i 2' F_ Stagger + = Back Face 10d Box (0.128' x 3', min) NaRsi O = Front Face 2x4 Member - Double Row Staggere 2x6 Member - Triple Row Staggerec 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 R 4 975# 1055# 1495# 1745# We or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 R 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 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# hUnl,un L I stance B L 9"� L L Nail Spacing Detail it 1 , - ..VARNPIE .. READ AND FULLIN ALL NDTES ON TICS DRAVWFd � q��J � i''s. REF MEMBER REPAIR ..DIPORTANTo RAMSH THIS DRAVING Tit ALL CIBi MTM DhCUMM THE D(STALURS. Trusses re@IW wtrene care bh fobrlcatbg, harMbg, shipping, Instatll g and bracing. Refer fallow the latest edtlo" of BCSI (Busdbg Component Safety Infornhotion, by TPI and sgcA1 for f.:y �� DATE 10/01/14 pprrocthces prior to p.rfo tng these functions. Installers shall provble temporary brag per BCSL No. G lh J'ss noted otherwise, top chord shall have properly attached structural sheathing orM bottom chor DRWG REPCHRD1014 y small he- o properly attached rigid telling. Locations shorn for permanent lateral restraint of weihs � r shall have bracil Instadod per B S1 sections B3, B7 or BID, as applic le. Apply ptates to each face d 11 ILJ JO of truss and position as shorn above and on the I.Int Deto4s, uM... rested otherwise. Lair Refer to drntings 160A-Z for staMard plate posltlons• �F q Alpine, a division of ITV Budding CWPonents Group Inc shall not be responsible for a,y devlotbn fro, i� A% AN RWCOMPAW this deure wing, any fa6to bAd the truss nce In conFornnwith ANSLTPI 1, or for heMW a, shi pig, L `(� Install. tlon L b...g of trusses. p p 1 v '� �•� A stnl on this drow4g or cover page U.V o this drawbg, hdcntes ncctptnnice of professlorot�+�`A� hD responsbll solely for the deslon sfawn The sWtabAity and hat of this Nawbg 73309 Lohe'ronlDme for only etruetwe LS the respansOlWty of the M&IM2 Designer per ANSI/TPI 1 Sec2 ffjRV��/'f k,��T Ea,n Ciry,M063045 for "art Infornmtlon see � � SBGai:ii cbclntl°utry4rgleicc�:�.�«softcrg /Rf++I ,+tl h6ll•Tlt�tt SPACING 24.0' MAX ALPWE, wwwatPbheltw.conl TN..his.aid STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' GC MAX. LENGTH TO TRIM FILLER f EXISTING FILLER 1{•�jI - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - LOCATE VERTICALS AT 4'-0' O.C. MAX„ OR SEE NEXT OPTION. - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX, PANEL LENGTH), APPLY REQUIRED BRACING (SEE BELOW), - 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 THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING AND 10PSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS NnTF7n ON THIS SHEET f USE THIS DETAIL FORT ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS), RIOR BEARINGS AT ANY L❑CATION ON THE TRUSS. )S IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, 3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'), 3E FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE: FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION, SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT'LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE), FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ, - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN, VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2,5') 2 3' O,C, AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN IS - LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY). ..VARNINO. READ AND F[s111Y ALL M= ON TIRS T4MAV11VCd -WMTANTws fUMM TNL4 DRAWING TD ALL CDNTRAClWtS VC1.11DD4 THE WSTALLERS. Trusses require trene core In fobrknthV. IlandUnp, shipp4:p, Instnit4q And bracing. Refer to and falor the latest eetiWn of HCS! (Bu0.ding Component Safety fnfornntion, by TPt one sDCN for wFety practices prior to performing these functions [nstnUers shop provide temporaryy Mating per BCSL llNass notad oth¢wiso, top chard shall have property ttached ctrucamnl shenUblg and bottom 6w shall Mvc n DropeHy attached rlIppld welting. Locations shown For pernanent lateral restraint of web: shot haw Mndng ion As per Above sections the 07 or 810, as owoosbno Apply plates to each face Q of truce and posidrg Inn all shorn above wntl on the 7 or 1310,Dotac. ecs noted otherwise. t Refer to drawings 16OA-Z for standard plate posltions. AN iT1NCOMPANY t Alpine, A lvislon of TTV B.I.Ong Components Coup Inc shall not be responsible for s Pt�fr wing, any failure to build the truss in conformance ehh ANSI/TPI 1, or For handling, Installation L bracing of trusses. A seal on this drawing or cover page Usthg this drawing, bu5cates acceptamca of professional .ngtxerb rr y saely for the design shown. The mAtobOty ord uae of this drawing 13389 Lakefront Drive for siraery ucMrea slim rosponsMlty of the Damp Designer par ANS.9 I Sec.& Earth City, MO 63045 For more Information see this Job's general notes page and these web apes: ec ALPM weralptneltonl TFI: wee.tpinst.orgl SBCA:....sbchdustryorgl IM wwrtccsafearg &ENSCc /5 AtEOF Re��'' REF BC FILLER DATE 10/01/14 DRWG REPBCFIL1014 SCAB 2X4 OVERHANG DETAIL_ ASCE 7-05 120 Mph wind, CAT II, EXP C, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00, ASCE 7-10 160 mph wind, EXP C, Or 140 Mph wind, EXP D, 30.00 ft 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 8e o,c, plus clusters of four nails where shown In figure below 00, NOTE: #2 is the minimum lumber grade allowed for all species, N❑TEI Add 210# uplift (max,) to reported truss uplift for wall connections. VARMNMs■ READ AND FMJ-DV ALL tATIM IIN THIS ZIRAVU J eeppIItTMITo FUFtt SN TM BNAvme TTI &L COURClIItS INC UBM THE INSTALtFxs �`° JGv �¢'�� ''.. ` TOTAL TOP CHORD REF 2X4 SCAB O.H. DATE lIJ/Ul/14 Trusses require extr¢n¢ care In fabrkating, I —al p, shippk,g, Instill g and bracing. Refer to and Fall— the latest edition of BCSI ®udding C—ponen! Safrty Inforrgtbn, by TPI aryl SBCA) for safety as to these functions. Installers shall tenpornry br" 8CSL `:�Ql �GENSF �'L LOAD NOT TO EXCEED 40 PSF DRWG ❑HSCB2X41014 proc prior perforning provide per Ues ss noWd oth¢rYlse, top ch-d shalt have properly attached structural aMatwg and button chard have ceNlrlp. Loeatloro Por Wterol aP eebs _ No (DEAD PLUS LIVE) shop a properly attnched rigid shorn pernnnent restrnMt J 't 830, a4 apgicaGe. dpates to each face ptatotherwise. sect s the of trues ar ppfto Ins all ahaYn alfov¢ noel on the Joht Bill, uNesc n. Apply of t have ndzsl Installed per above = y T Refer to droYinps 160A-Z far standard plate positions. S ATE OF AN M OMPANY Alpine, a division of ITV Bulmno Conponents Group Inc shall not be responsible for any deviation Fran this droebp any FaUure to bU1 the truss In conf.rnanc. vith ANSLTPI 1, — for handUnp, dHpp4p, Q'+ iQ (V �4 Inatallotbn L brocing f trusses. A seal on ttds troehg or cover page Usurp tlds droeNg, FxBcates acceptance of professi-41 *nr* erhp re solely far the design dnm The aurtabuty and use of thb dMOV for anY struedre b tlw r¢sponaiMkY of tho badrQ 0.4 �n` per ANSI/TPI 1 S¢c2 ` )) �ii�� � P `\\\ DUR, FAC, 1,15/1.25 SPACING 24' 73388 LakeGom Ofive Earth Cily.M0630d5 for nore InFornati- see tMs Job's general note¢ pope and these eeb sties. lL � fF !©Ni\��\`\\\` ALPINE, Ye¢.nlpinelte.con, TPG eYe tpMet.orgi SeCAr e¢Y.sbcV,ductry-..) IC6 YeYJccwfearg fA 1t