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Home My WebLink AboutTRUSSIt I Q 7eil • ompoiwzts, 1LL RANEY COMPONENTS 19900 Independence Blvd. Groveland, FI 34736 Phone: (352)429-9429 Fax: (352)429-7429 Job Information: Address: -- - i ' Customer Name: Creekside Lot 129 DR Horton 8424 Cobblestone Dr Description: City, State, Zip: i 4EAB Aria "C" Ft. Pierce, FL Cover Sheet Order # JOB # 136DCS129 i Printed: Fri, Aug 25 2017 i FOR Name and License Number. —Loading Information: -- RoofLoads: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live., BC Dead: I 20 7 0 10 0 0 0 0 Bldg. Code: Wind Std: 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 22 Total 22 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 AM 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 ABG 10 A9G 11 B1 12 B2GE 13 C1GE 14 Mvi 15 MV2 16 v1 17 EJ7 18 ERA 19 BJ5 20 BJ3 21 BJ1 22 CJ7 ®'111112681;j® �`�\v�L MA �`0 o No TATE OF : 41 e eeee eFSs O R Ale COPY Page 1 of 1 0 RANEY COMPONENTS aney 19900 Independence Blvd. 7 Groveland, FI 34736 Olt1 p011�lll , ttt one: (352)429-9429 ' (352)429-0304 ' Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS129 Printed: Wed, Aug 2 2017 FOR Name and License Number: Name, Creekside Lot 129 Irton 8424 Cobblestone Dr ,ription: City, State, Zip: kB Aria "C" Port St Lucie, FL oading Information: rLoads: floor Loads: ive: TC Dead: BC Live: BC Wad: TC Live, TC Dead., 8C Ltve: BC Dead: 20 7 0 10 0 0 0 0 i. Code: Wind Std: Wind Speed: Bldg. Useage: Building Type: Wind Type: 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M -s or sheets covered by this seal from: 1 thru 22 Total 22 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 •AtA 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 ABG 10 A913 11 81 12 132GE 13 C1GE 14 MV1 15 MV2 16 V1 17 ER 18 EVA 19 BJ5 20 EW 21 13J1 22 CJ7 i 71 Digitally signed by Manuel Martinez Ma■ ■^ I DN:c=US, o=ldenTrust ACES Business U C Representative, ou=M AND E ASSOCIATES I P.A.,': Manuel Martinez, i, Q.9.2342.19200300.1 00.1.1 =A01 09800000 r ` • 014B„K�,_FS�E960000211F 5° /�r^�+?, �- Date 1D97 06.02 09:59:20-04'00' 'iw**• a -..tin Adobe Acrobat DCversion: � •• 2015.006,30306 `82 wt • • S S A " 40 01 5A 38 FF 56 83 B0 85 7F 48 00 99 2E E5 Fly Thk iteanlsaalaaen t12da gs ad'MA seal0day wr ai wttlrtea•, .M Gl, tf4.94ng2 f an Ilia data mhsaeaa AbOM Wko a 5",1, aL't11E[S1JtS#�Q.. f wed eaptacaftK-dm,^==not ccr&idwad s14 rdind=bd andtl4.-e.43s%2 aYA.Adaalanc4ta muzit1a: Mftd an atay dcdmmk clWat:. File Copy Page 1 of 1 Job Number: 136DCS129 4EAB Aria "C" /DR Horton MEAB Aria "C" Truss Label: Al 7'10" 14'4"7 T10" 6'6i 3X4� g 12 6 M 0 0 5X6 C =_4X6(A2) B � A P O. �N 1112X4 =3X6 =,3X, Ply: 1 SEQN: 635713 ! T8 / COMN Qty: 7 FROM: AH DRW. Wgt:221.2lbs 19'4" 24'3"9 30'10" 4'11°9 } 4'11"9 + 6'6i I T10" E=5X6 Fz3X4 (a) k-5X6 G (a) (a) M L K J =3X8 =3X4 =3X6 1112X4 1 L 7'8"12 i_ 4'3°4 _i_ 2'0"1� 5'3"1 5'3"1 i 2'0"15 4'3"4 + T8"12 A8.O 7'8"12 12' 14'0"19'4" 247"1 r 26'8" 3D'11"4 398" Loading Criteria (pst) Wind Criteria Snow Criteria (PgPf 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 foe Udell U# Loc R 1U !Rw /Rh /RLTCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.168 L 999 240 B 1606 /692 /936 / - /43BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.367 L 999 180 H 1606 / 692 '/936 / - / - Risk Category: II BCDL:� 10.00 Snow Duration: NA HORZ(LL): 0.070 J - - Wind reactions based on MWFRS ' Des Ld: 37.00 EXP: C HORZ(TL): 0.153 J - - B Min Brg Width Req = 1.9 Mean Height: 15:00 ft Code / Mist: Criteria Cree Factor. 1.5 H Min Brg Width Req = 1.9 NCBCLL: 10.00 P TCDL: 4.psf Bearings B & H are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.615 g 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h 20TPI Std: 07 Max BC CSI: 0.548 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.616 FT7RT:201 0 /10 D Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Loc. from pj: 0.18wall: not in 9.00 ft i) () 9 P Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.02.01D.0314.13 A-B 27 0 E-F 1083 -1835 Lumber B - C 1398 -2866 F - G 1219 -2327 Value Set: 13B (Effective 6/112013) C - D 1219 -2326 G - H 1399 -2867 D-E 1082 -1835 H-1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP. #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - P 2484 -1085 M - L 1989 - 774 Bracing P - O 2481 -1084 L - K 2482 -1092 O - N 2481 -1084 K - J 2482 -1092 AP (a) Continuous lateral restraint equally spaced on ee N - M 1988 -750 J - H 2485 -1092 member. Or 1x4 "T" reinforcement. 80% length of . r web member. Same species & SRB grade or better,°�"'�°` attached with 8d Box or Gun (0.113"x2.5",min.)nails• ' s e Maximum Web Forces Per Ply (Ibs) @ 6" oc. 4%- a w�+ Webs Tens.Comp. Webs Tens. Comp. o 047182. Scab(s)MW - ' P - C 289 -13 M - F 457 -710 Tray_ + w C-N 368 -565 F-L 476 -2D4 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach ' " N - D 475 -204 L - G 388 -665 scab to face of chord with: Nails" ae ' @ Boc, plus e D - M 457 - 709 G - J 289 15 additional nail clusters at: BRG.: (0), heel: (0), 1st •, panel point: 0 E - M 1320 -720 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind 4001 Member design based on both MWFRS and C&C. Tts1rl10m an6 ttaG53 **WARNING** READ AND FOLLOW ALL "IMPORTANT'" FURNISH THIS DRAWING TO ALL C a division of ,Irl i,orrorn acceptance any structure as ZW.K105u FF 51381B0 BB 7F48 00 99 2E 85 FB c4ats�jzt�nnet'. aaalnd 5'Y 6Aaassa7 hAart�sea;. [on Ow daft 0wwa abava w1ag a SHJ61 mw:.[:�nasr3ft«I-�amyrc$ectrnr�z ON THIS DRAWING! :TORS INCLUDING THE INSTALLERS bracing.. Refer to and follow the latest edition of BCSI (Building o performing these functions. Installers shall provide temporary :hed structural sheathinp and bottom chord shall have a properly s shall have bracingq ins lied per BCSI sections B3, B7 or 10, rve and on the Join Details, unless noted otherwise. (2efer to isible for any deviation from this drawing,any failure to build the 1 ind bracing of trusses.A seal on this drawing or cover page I responsfb!Itty solely_for the design shown. The suitability ob Num e1k36DCS129 PIy: 1 SEQN: 635717 /T22 / COMN 4EAB Aria "C /DR Horton MEAB Aria "C" Qty: 2 FROM: AH DRW. Truss Label: A1A Wgt: 257.6 Ibs / ... 08/02/17 19'4" 24'3"8 1� 7'10" 14'4"8 1T10"4 21'1" 30'10" 38'8" T10' 6'6"8 3'S'12 1'9'1 r 6'6"8 + 7'10" Fa5X6 fn b :6(A2) 111&4 m3X6 =5X10 11l X4 192X4 =5X10 =3X6 111 X4 1' 7'8"13 7'8"13 4'3"3 22"12 3'9"4 3' 3'5"4 2'2"12 12 14'2"1 18, 21. 2454 26'8" 4'3' 1 7'8"12 3011`4 38'8" 1' Loading Criteria (psf) 'Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.180 O 999 240 B 1523 1690 / 935 / - / 433 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.416 O 999 180 J 1523 1690 / 935 / - / - / 8.0 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.092 L - - Wind reactions based on MWFRS Des Ld: 37.D0 EXP: C HORZ L 0.213 L - - if )� B Min 8 Width Re 1.8 � q NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 J Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2014 RES Max TC CSI: 0.584 Bearings B & J are a rigid sulfate. Load Duration: 1.25 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.557 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 it Rep Factors Used: Yes Max Web CSI: 0.834 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1406 -2320 Lumber B - C 1395 -2690 G - H 1351 - 2379 C-D 1211 -2132 H-1 1211 -2132 Value Set: 13B (Effective 6/1/2013) D - E 1337 -2330 I - J 1395 -2690 Top chord 2x4 SP #1 E - F 1372 -2263 J - K 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values 9 Chords Tens.s.Comp. Chords Tens. Comp. approved 1/30/20.13 by ALSC B - U 2327 -1081 P - N 12 -6 Wind Member design based on both MWFRS and C&C.v ��18t U - T 2324 -1081 N - M T - S 2324 -1081 M - L 2324 -1090 2324 -1090 " � S - R 12 -5 L - J 2327 -1091 - Q -0 1847 - 646 s No 047102 4, t Maximum Web Forces Per Ply (Ibs) 10 Webs Tens.Comp. Webs Tens. Comp. e U-C 293 -12 F-O 962 -619 TA C - S 390 - 581 O - P S D 247 681 O G 36 -2 140 �a - - - -44 S - Q 2129 - 871 O - H 509 - 227 D - Q 331 0 O - N 2190 -920 �a'** E-Q 149 -42 H-N 312 -796 I— - 582 F - 607 L Q - 5 293 -15 40 01 SA38 FF 513 81 BO BB 7F 48 00 99 2E 95 FB WA 110M "Gear ele psag�ad XJUafad by tsa AMartM", nM. L£c.k4iriH3.1 an Me da%a MQV,a abara u^�'aga SHA•1 a8.'�ferir$:a 'yS54f9.d7. ftl=d4 ardeh darct.actAt eat cxvw&nd ssemdaad scaled anthe SFA,1 asAhentkai�s mde rarkray arry elrtrank cwfm **WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Quire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building F Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly aaid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or t le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of any its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability web Job Number: 136DGS129 4EAB Aria "C" /DR Horton AEAB Aria "C" Truss Label: A2 Ply: 1 I Qty: 2 Wgt: 221.2 Ibs SEQN: 6357111 T7 / SPEC FROM: AH DRW: 1' ... 08IO2/77 1447 438'8" 66 f INo" 0"1100" 49 'Ti =5X6 E 03X4 D FF,4�3X4 12 6 '' c (a) S 5X6 r m 5X6 C G (a) (a) o m4X6(A2) B A Hm4X6(A2) ! P O 012X4 =3X6 F1' 7'8"12 4'3"4 2'0"1 7'8"12 12' 14-0" Loading Criteria (psf) Wind Criteria Snow Cr TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA TCDL: 7.00 Speed: 160 mph Pf: NA BCLL: 0.00 Enclosure: Closed Lu: NA BCDL: 10.00 Risk Category: II Snow Du EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / M Soffit: 2.00 BCDL: 5.0 psf Bldg Cod g Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Fact Loc. from endwali: not in 9.00 it FT/RT:2C GCpi: 0.18 Plate Typ Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bet 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 e 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 4 @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP 93 scab at each end. Attach f scab to face of chord with: Nails @ 8" oc, plus ' additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). ' Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance_ Wind 40 015A Member design based on both MWFRS and C&C. Thultamlw ?E(rt.. Lic.04 asad t� 5'%5Ad1 r�las. **WARNING** READ AND FOLLOW ALL N( —IMPORTANT" FURNISH THIS DRAWING TO ALL COli caoie. Apply iates to eacn Taceor truss ana position as Is 160A-Z for s andard plate positions. a division of ITW Buildiphc�Components Group Inc. shall nc conformance with ANSI PI 1, or for handling shipping, ii this drawing indicates acceptance of professional e ,e of this drawing for any structure is the responsibil M L K J 4 =3X8 =3X4 =3X6 1112X4 10'6"2 2'0"15� 4'3"4 7'8"12 yy1' 247"1 f' 26'8"r 30'11"4 38'8" T ria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) t: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL / W Ce: NA VERT(LL): 0.168 L 999 240 B 1606 / 684 / 934 / - / 427 18.0 s: NA VERT(TL): 0.367 L 999 180 H 1606 / 684 / 934 1- /- 18.0 on: NA HORZ(LL): 0.070 J - - Wind reactions based on MWFRS HORZ(TL): 0.153 J - - B Min Big Width Req = 1.9 Criteria Creep Factor. 1.5 H Min Brg Width Req = 1.9 FBC 2014 RES Max TC CSI: 0.615 Bearings B & H are a rigid surface. )7 Max BC CSI: 0.548 Bearings B & H require a seat plate. , Used: Yes Max Web CSI: 0.616 110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 16-02.01 D.0314.13 A - B 27 0 E - F 1061 -1835 B - C 1379 - 2866 F - G 1199 - 2326 C - D 1199 -2326 G - H 1379 -2867 D-E 1061 -1835 H-I 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. — B - P 2484 -1066 M - L 1989 -759 P - O 2481 -1066 L - K 2482 -1077 O - N 2481 -1066 K - J 1988 -731 J-H 2482 -1077 2485 -1077 aMeMAP,N-M Maximum Web Forces Per Ply (Ibs) NO -47, Webs Tens.Comp. Webs Tens. Comp. ` P - C 289 -13 M - F 40 - 709 C - N 388 - 565 F - L 476 - 204 ZAN N - D 475 -204 L - G 389 -565 ft �#AIT E OF D - M 463 - 708 G - J M E 1319 724 289 -15 - - 5138180B37F4800992E85FB 3rzaa2t ysigrms3.an4ac WhyrAaAMIrAartinaa Aeiaas shown at gaS 1 iorra�a-�tmar note WSMd sign eland sealed Bcatrcwsc�d¢ mrzr ha acrified m asy decta�ruk ON THIS DRAWING! TORS INCLUDING THE INSTALLERS I bracing. Refer to and follow the latest edition of BCSI (Building o performing these functions. Installers shall provide temperarryy ;hed structural sheathing and bottom chord shall have a propefly is shall have bracing installed per BCSI sections B3, B7 or BB10, ive and on the Join f Details, unless noted otherwise. (2efer to isible for any deviation from this drawing,any failure to build the and bracing of trusses.A seal on this drawing or cover page I responsibility solely_for the design shown. The suitability Job Number. 136DCS129 Ply: 1 SEQN: 635709 / T6 ! HIPS 4EAB Aria "C" /DR Horton /4EAB Aria "C" Qty: 2 FROM: AH DRW: Truss Label: A3 Wgt 236.6 Ibs .. / ... 08/02/17 2"2 -F" I "4 { 3010" 38'8" 7 '110° 44 112 29T4 2N 4°4 -4"2 T10" M O EO o5X6 --5X6 E F 112X4 =3X6 GR4X10 m3X4 =4X10 =3X6 1I2X4 7'8"13 4'3"3 2'2"12 5'1"4 5'1"4 22"12 4'3"3 7'8"13 1� 7'8"13 12' 142°1 19'4" 24'A 26'8" 30'11"3 36'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 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: 3.87 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 "l38" uses design values approved 1/30/2013 by ALSC Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N! Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udell L/# LOG R / U / Rw / Rh / RL ! W VERT(LL): 0.164 G 999 240 B 1626 / 694 / 940 / - / 385 / 8.0 VERT(TL): 0.355 G 999 180 1 1626 / 694 / 940 ! - /- / 8.0 HORZ(LL): 0.070 K - - Wind reactions based on MWFRS HORZ(TL): 0.152 K - B Min Brg Width Req = 1.9 Creep Factor. 1.5 1 Min Big Width Req = 1.9 Max TC CSI: 0.617 Bearings B & I are a rigid surface. Max BC CSI: 0.555 Bearings B & I require a seat plate. Max Web CSI: 0.773 Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 16.02.01 D.0314.13 A-B 27 0 F-G 1417 -2316 B - C ' 1467 - 2911 G - H 1282 - 2362 C - D 1282 -2361 H - 1 1467 -2912 D-E 1417 -2315 1-J 27 0 40 01 SA38 FF 58 81 BO BI3 7F48 00 99.2E 85 FB Siiiita4niiaas$rsraa clad sd�ac�'aa�.�eaicd by PB,aser�7 Marth�ss, PE €k. Lk. 04TI921=Ot dalk shown aban wbga 5344.3 taa e[gs�calct� dsreracntnrm nat cx-sasi�ed �na� m59 scala6 as b tine SiiA.s aa33+entcrasasa�e rut i�a�asif4e�ra=amgdcctrefs3s ins.. E - F 1140 -1832 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - Q 2524 -1149 N - M 1800 -699 Q - P 2521 -1149 M - L 2522 -1178 P - O 2521 -1149 L - K 2522 -1178 O - N 1800 - 677 K -1 2525 -1178 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Q-C 292 -13 N-F 269 -195 C - O 391 - 573 F - M 751 - 502 D - O 283 - 256 M - G 283 - 256 O - E 749 - 502 M - H 391 - 573 E - N 270 -196 H - K 292 -15 —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building [ Safety Information, b TPI anr7 SBCA) r safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly qid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections 63, B7 or 610, le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of any its drawing,any failure to build the on this drawing or cover page re design shown. The suitability Job Number: 136DCS129 Ply: 1 SEQN: 635707 / T5 / HIPS i 4EAB Aria "C" /DR Horton MEAB Aria "C" I City: 2 FROM: AH DRW: Truss Label: A4 Wgt:239.4 Ibs / ... 0102117 7'10" 142"12 15 �438 B" 710" 6'4"12 9 I� 4"4 6?49+ 7'10" 5X6 1112X4 =5X6 E F G 112X4 D H 112X4 12 I 6 S 5X6 o5X6C o m =4X6(A2)B I J=4K6(A2) R Q F O N M L 112X4 =3X6 m3�8 =3X8 =3X8 =3X6 1112X4 4 22 51"4 12 8 4'12 1, 77'81' '812 132 24510 266 19'4" I 081421 Loading Criteria (psf) Wind Criteria Snow Crite I is (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA C : NA CAT: NA PP Deflection in loc Udefi U# Loc R 1 U / Rw 1 Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA j Ce: NA VERT(LL): 0.164 F 999 240 B 1612 / 696 / 938 / - / 345 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA C : NA VERT(TL): 0.357 F 999 180 J 1613 1697 / 938 /- /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C 1 HORZ(TL): 0.153 L - B Min Big Width Req = 1.9 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc (Criteria Creep Factor: 1.5 J Min Brg Width Req = 1.9 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf p I Bldg Code: FBC 2014 RES Max TC CSI: 0.612 Bearin s B & J are a ri id surface. 9 g Load Duration: 1.25 MWFRS Parallel Dist: h!2 to h TPI Std2007 : Max BC CSI: 0.554 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 it i Rep Factors Used: Yes Max Web CSI: 0.624 Loc. from endwall: not in 9.00 it FT/RT:20(0)/0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Types) Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE 1 VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1270 -2048 Lumber B - C 1497 -2882 G - H 1465 -2279 C - D 1313 -2332 H -1 1314 -2335 Value Set: 13B (Effective 6/1/2013) D - E 1465 -2276 I - J 1497 -2882 Top chord 2x4 SP #1 E - F 1270 -2048 J - K 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.s.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSO B - R 2498 -1184 O - N 1933 - 820 Loading + ; ; . R - Q 2495 -1184 N - M 2496 -1213 Truss passed check for live load in 20 psf additional bottomr 42"-high 24"-widee e� • '�'�� Q - P 2495 -1184 M - L J 2496 -1213 2499 chord areas with x P - O 1933 -792 L - -1213 Wind "� w Maximum Web Forces Per Ply (Ibs) Member design based on both MWFRS and C&C.1,0 ;. Webs Tens.Comp_ Webs Tens. Comp. R-C 291 -13 O-G 260 -171 C - P 393 - 572 G - N 709 - 542 A D - P 349 - 231 N - H P-E 710 N-I 345 -230 391 -571 i -545 E-O 259 -171 I-L 291 -15 F - O 210 -232 � I!s"tW3t'L 40015'A38 FF 5B 81 BO BB 7£+IIE 00 99 2E S5 FB Thu It."a'. fseata atsci:cx zFfnad ant salad by fAN. dmarnw, FS(FL. W.adIM9 ma WWI wv*cnticasmwz & ' bwd ecoluaafcfilsd I a n»Faazr r9sssd nex:arodsalmd sad tisc then �temtcxnla en+est kaaer7fscdmde:troraic capinu "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) f-or safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above land on the Join f Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin44.Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 1, or forhandiia shipping, installation and 'bracing of trusses.A seal on this drawing or cover page_ . listing this drawing indicates acceptance of pro essiona engineeringg responsibility solely for the design shown. The suitability and use of this 9rawing for any structure is the responsibility of the 6uiiding Designer per ANSIITPI 1 Sec.2. d 4' Job Number:5136DCS129 Ply: 1 SEQN: 635705 / T4 / HIPS 4EAB Aria "C" /DR Horton MEAB Aria "C" i Qty: 2 FROM: AH DRW. Truss Label: A5 Wgt: 215.6 Ibs / ... 08/02/17 T10"9 13' 19'4" 25'8" 30'9"7 38'8" r T109 + 5'1"7 } 64" r " 6'4" 51"7 7'10"9 1 M 0 ro 1 ==4X6 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 " Ea6X6 112X4 012X4 m4X6=3X4 asiX8 =3X4-4X6 dI2)(4 7'8"13 4'3"3 1' 6'4" 6'4" 1' 4'3"3 7'8"13 1 T8"13 12- 13 19'4" 25'8" 26' " 30'11"3 38'8" Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 42 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.87 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.176 E 999 240 VERT(TL): 0.383 E 999 180 HORZ(LL): 0.071 J - - HORZ(TL): 0.154 J - - Creep Factor: 1.5 Max TC CSI: 0.633 Max BC CSI: 0.513 Max Web CSI: 0.412 Mfg Specified Camber: VIEW Ver: 16.02.01D.0314.13 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1616 / 699 / 931 / - 1304 / 8.0 H 1616 /699 /931 /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.9 H Min Brg Width Req = 1.9 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 E- F 1435 - 2373 B - C 1531 - 2878 F - G 1387 - 2425 C - D 1387 -2424 G - H 1531 -2879 D - E 1435 -2373 H -1 27 0 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp_ Chords Tens. Comp. B - P 2493 -1213 M - L 2103 - 949 P-0 2491 -1213 L-K 2491 -1242 O-N 2491 -1213 K-J 2491 -1242 N - M 2103 - 920 J - H 2494 -1243 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P - C 263 -14 M - F 388 - 236 C - N 369 -487 F - L 483 -224 D - N 482 -225 L - G 368 -488 STATE 1 D - M E - M 388 - 236 301 -376 G - J 263 -16 40 01 5A 38 FF 5B 8180 BB 7F48 00 99 2E 85 FB ThkItem1m,berat c1car snarl aural sc Wby Maz AMartiw, PE(FL. uc.r4niuf an the da3x sicawa a6mzm us ig a s3feNS ar+ffi,ent3sa3i�arx�e, ptbwd copind ft&dirta-..ssatasaigot caa'maerrnd zwwi anvil sealed =6 tln zdhaaf;crzisssaade Ma i baserhtd ess aey cdecmalz rmeias. "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING[ '*IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI ancJ'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly 1id ceilingg Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or B10, e. AppTq fates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to 50A-Z for standard plate positions. a division of any failure to build the g or cover page fn. The suitability Job Number: 136DCS129 4EAB Aria "C" /DR Horton MEAB Aria "C" Truss label: A6 I Ply: 1 Qty: 2 Wgt: 218.4 Ibs SEQN: 635703 / T3 / HIPS FROM: AH DRW: / ... a 08/02/17 T10"8 1115'6"1 199"4"5 7B" '988 3818" i T10"i °8 � r'1113 12293 563 3015'6"1 T10°8 !m6X6 192X4 !z5X6 102X4 m6X6 D E F G H T 12 6 � g3X4C 1�3X4 T I 0 =4X6(A2)B A I J=4X6(A2) K J fi3 1 S R Q P O N M L 1112X4 =3X4=3X6 I =3X8 =3X8 =3X6=-3X4 1112X4 r1' 7'8"12 3'3"4 4,6"1 5'7"12 4'6"3 1' 7'8"12 1 7'812 11' 16'6"1 22'1"13 26'6° 24 38'8" 1, 3'3"4 H I 3~ 011"4 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 6: 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 I Ce: NA VERT(LL): 0.173 F 999 240 B 1523 / 701 / 918 / - / 263 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.399 F 999 180 J 1523 1701 / 918 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.065 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): 0.149 L - - B Min Big Width Req = 1.6 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 J Min B rg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf p Bldg Code: IFIBC 2014 RES Max TC CSI: 0.602 Bearings B & J are a rigid surface. g 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2007 i Max BC CSI: 0.504 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.421 Maximum Top Chord Forces Per Ply (Ibs) Loc. from not in 9.00 ft FT/RT:20 0 /10 0 () I () Mfg Specified Camber: 9 p Chords Tens.Comp. Chords Tens. Comp. pi: 0.18wall: GCpi: 0.18 Plate Types}: Wind Duration: 1.60 WAVE I VIEW Ver: 16.02.0113.0314.13 A - B 27 0 F - G 1604 -2475 Lumber B - C 1561 -2676 G - H 1604 -2475 Value Set: 13B (Effective 6/112013) C - D 1499 -2347 H - 1 1499 -2347 D - E 1604 -2475 I - J 1561 -2676 Top chord 2x4 SP #1 E - F 1603 -2475 J - K 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Camp. approved 1/30/2013 by ALSC til A B - S 2312 -1238 O - N 2048 -1059 Wind S - R 2309 -123B N - M 2048 -1059 Member design based on both MWFRS and C&C.v a �� R - Q 2047 -1029 M - L 2309 -1267 Q - P 2047 -1029 L - J P - O 2493 -1298 2312 -12U b Z a o 047182 ate IN ad. 00, I Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. wr Aa S - C 236 -19 F - O 88 -93 I s � I4 C - R 3- G - O D R 397 97 258 O H 242 - 79 606 * °,P+� - -258 - D P 606 H M -379 397 - -379 - -258 E - P 241 -279 M -1 P - F 88 -94 I - L 331 -416 235 -21 SEPJAL A 40 01 Sa438 FF 5B 81B0 BB 7F48 00 99 2E 85 FB Miltemhuz&zcan ¢Fsc rFeTErr {jzigned.14 amAed by f awtl MartbM4 PE (n. Uc. r=821 on tiia:dai¢ahIIwe abavat arsng a SHA-1 at:ltleait�a3L6J94i5'Je. e's�tnde�faxcfietds dK� +arm not conddered ddmmdands lad and khar4A4a ffimtxtionroderaptbeaeadrredeamydedroW. cmplat. i —WARNING— READ AND FOLLOW AL "IMPORTANT"' FURNISH THIS DRAWING TO ALL icable. Ap ly plates to each face of truss and position as Is 160A-Z for standard plate positions. a division of ITW Building Components Group Inc. shall nc conformance with ANSIUfPi 1, or for handling, shipping, ii this drawing indicates acceptance of pro essiona e le of this drawing for any structure is the responsibil S DRAWINGI INCLUDING THE INSTALLERS I.. Refer to and follow the latest edition of BCSI (Building mmg these functions. Installers shall provide temporary actural sheathing and bottom chord shall have a properly lave bracing installed per BCSI sections B3, B7 or 10, on the Join f Details, unless noted otherwise. f2efer to r any deviation from this drawing,any failure to build the :ing of trusses.A seal on this drawing or cover page ansibility solely for the design shown. The suitability a Job Number: 136DCS129 Ply: 1 SEQN: 635701 / T2 / HIPS 4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 2 FROM: AH DRW: Truss Label: A7 Wgt: 214.2 Ibs .. / ... 08/02/17 T 0 "v 1 =4X6 � 7'6"12 9' 14'3"12 19'4" 24'4"4 2,9'8" 0"3 "4 3B'8" r 7'8"12 +1'3" 5'3"12 + 4"4 + 5'3"121'3" 7'8"12 ;5X6 =3X4 =5X6 =3X4 =5X6 D E F G H T io 6(A2) I I- I I R Q P O N M L J 3X4 =-3X6 =-3X4 =3X8 =-3X4 =3X6 =3X4 "8 2'0"4 5'3"12 5'3"12 2'0"4 41"8 T10"8 1. 7'10"8 12 14'0"4 19'4" 24'7"12 26'8" 30'9"8 38'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.222 F 999 240 B 1523 / 703 / 900 / - / 222 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.513 F 898 180 J 1523 / 703 / 900 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS Des EXP: C HORZ L 0.160 L - �) B Min Br Width Re 1.8 9 q CLLd: 10.00 NCBCLL: 10.00 Mean Height: 15.00 ft g Code / Misc Criteria Creep Factor. 1.5 P J Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.556 Bearings B & J are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.559 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.478 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 itFT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1927 -3075 Lumber B - C 1593 -2686 G - H 1802 -2842 C - D 1758 -263B H - 1 1758 -2638 Value Set: 13B (Effective 6/1/2013) D - E 1802 -2842 I - J 1593 -2686 Top chord 2x4 SP #1 E - F 1927 -3075 J - K 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "l3B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC 1 11 1 B- R 2323 -1266 O- N 2873 -1554 Wind 4 R-Q 2187-1142 N-M 2187 -1172 Member design based on both MWFRS and C&C.�� Q - P 2187 -1142 M - L P O 2873 L J 2187 -1172 2323 - -1543 - -1295 e� we No 0471,82 law Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. s C - R 400 -328 O - G 273 -155 R - D 491 -422 G - N 355 -484 sTATF oF D - P 883 - 527 N - H P- E 355 H- L 883 - 527 491 �$. w -484 E O 273 L I -422 400 328 t �� ab h' - -155 - - Via►_ Q " ma's °4 _ F-O 198 -265 01 SA38 FF 5B 81 BO BB 7F4800 99.2E 85 FB Wt ltemaBusbcm ckzi€rmiza gz3 cd azxd=Adhy r.SuAAMartina:., a E(FL, t€s.�t7a93.1 sa e>,asiate:.hawn alasvert tr.3ng asxa i ac"dietSt�rGeaaa. stsd zap8tx elites sirrcze:�atara rat crimmd s�nnxs" and �alsd and th��:iu2 au�snt;iatvx" =:fie rflt�R the �r7f1rJ sn aesg dsctrsmb_ s�!az "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anci'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each faceof truss and position as shown above and on the Join f Details, unless noted otherwise. f2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin4 Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIII PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al inenw.com; TPI: www. inst.o • SBCA: www.sbdndu .com; [CC: www.iccsafe.orq 1Job Number: 136DCS129 Ply: 4Ei B Aria Label: C"A/DR Horton MEAB Aria "C" BG II I �t 1226.8 Ibs I FROM: AH 721 / T10 / SPEC I DRW: `08/02/17 I 7' 1116X8(R) 12 C 2 12'8" 17'6"4 19'4" 191 26' 31'8" 38'8" 5'8" I 4'10"4 1'9"1 4'10"4 5'8" T 1113X4 I =5X6 =8X8 =5X6 1113X4n I/I6X8(R) D TC2 E F G H TC3 I vlvl S R Q-6 a P dv1 NI" IM=4X6 L 1113X4 =4X6 1114X6(R) 1114X6(R) =6X8 193X4 21' 5' 12'8" 1' T1"12 4'10"4 8" 15'1"12 F 3'0"8 5'1"12 8" 4'10% 7'1." 2 'I' 7'1'12 12' 2 " 1 17'9"12 20'10'4 26' 6 31'6"4 38'B" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def[ICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA qt: NA CAT: NA PP Deflection in loc Udefi L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA I Ce: NA VERT(LL): 0.080 S 999 240 B 1513 / 747 / - / - / - 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.188 S 999 180 O 2910 / 1365 /- I - 1- 18.0 BCDL: 10.00 Risk Category: it Snow Duration: NA HORZ(LL): 0.024 P - - N 415 / 134 1- / - / - / 8.0 Des Ld: 37.00 EXP: C I HORZ(TL): 0.058 P J 401 / 193 /- / - / - 18.0 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: BC 2014 RES Max TC CSI: 0.528 B MiBWidth Re 1.8 g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.734 O Min Brg Width Req = 3.4 N Min Brg Width Req = 1.5 Spacing: 24.0 " C&C Dist a: 3.87 it Rep Factors Used: Yes Max Web CSI: 0.785 J Min Brg Width Reg = 1.5 Loc. from endwall: Any FT/RT:20(0) ,10(0) Mfg Specified Camber: Bearings B, O, N, & J are a rigid surface. GCpi: 0.18 Plate Type(s): Bearings B, O, N, & J require a seat plate. Wind Duration: 1.60 WAVE I VIEW Ver: 16.02.01D.0314.13 Lumber Maximum Top Chord Forces Per Ply (Ibs)' Value Set: 13B (Effective 6/l/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: A - B 27 -20 F - G 1348 -646 Bat chord 2x4 SP #1 B - C 1346 -2721 G - H 569 -263 Webs 2x4 SP #3 C - D 1070 -2170 H - l 569 -263 Lumber value set "l3B" uses design values D - E 1068 -2169 I - J 138 -296 approved 1/30/2013 by ALSC E - F 169 -365 J - K ' 27 -20 AA Special Loads ,• ' Maximum Bat Chord Forces Per Ply (Ibs) ---(Lumber Dur.Fac =1.25 /Plate Dur.Fac.=1.25) TC- From 56 pif at -1.00 to 56 pif at 7.00 %N ' *0v94 nt•w Chords Tens.Comp. Chords Tens. Comp. TC From 28 plf at 7.00 to 28 plf at 19.33-a ,ya B - S 2366 -1147 O - N 610 -1294 TC- From 56 plf at 19.33 to 56 plf at 31.67 v� S - R 2396 -1154 N - M 258 -97 TC- From 56 pif at 31.67 to 56 plf at 39.67 e. R - Q 2396 -1154 M - L 258 -97 BC- From 4 if at -1.00 to 4 If at 0.00 P P Q- P 495 - 243 L- J 246 -103 BC- From 20 pif at 0.00 to 20 pif at 7.03 BC- From 10 7.03 to 10 12.00 Awl P - O 219 -453 pif at pif at BC- From 10 pif at 12.00 to 10 pif at 19.06 BC- From 20 pif at 19.06 to 20 pit at 26.67 r STATE e Maximum Web Forces Per Ply (Ibs) BC- From 20 pif at 26.67 to 20 plf at 38.67 - Webs Tens.Comp. Webs Tens. Comp. BC- From 4 pif at 38.67 to 4 pif at 39.67� TG 200 lb Conc. Load at 7.03 *yy ` i' * C - S 720 -158 F - O 1063 -2237 TC- 171 lb Conc. Load at 9.06,11.06,13.06,15.06 C_ Q 101 -270 O - G 420 -769 1TC6 IO D - Q 506 -645 G - N 896 427 174 lb Conc. Load at 19.06 Q - E 2059 -1015 H - N 266 -321 BC- 513 Ib Conc. Load at 7.03 E - P -1556 N - I 798 BC- 127 Ib Conc. Load at 9.06,11.06,13.06,16.06 I I 25 P - F 2025 -968 L - I 282 82 0 17.06,19.06 40 01 SA39 FF 56 81 BO $B 7F+49 00 99,2E 85 FB Wind Tair item has i cl„ctau�taa,ysaradaas9 ssatcd 6Y PAaxuc3 tAarttnrs, PE( .uk.M�o�, heChushown aknwwansasxwa Wind loads and reactions based on MWFRS. Z'Mdno at n.n . tadcs��r�fih�;irxs,�a�9taemar�stcrmssie�od signrds�ata�t sad tFc 3 asativant�a4ac:�a matt ffim-rerlf3ed rx� aa}*�ectmal; "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI and'SBCA) fo'r safety practices prior to', performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq�Components Group Inc. shall not be respon lible for any deviation from this drawing,any failure to build the tmss in conformance with ANSI PI 1, or for handling shipping, installation acid bracing of trusses.A seal on this drawing or cover page. listing this drawingg indicates acceptance of professional engineering responsib!hty solely for the design shown. The sui bihty and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. V Job Number: 136DCS129 Ply: 1 SEQN: 635699 / T19 / HIPS 4EAB Aria "C" /DR Horton MEAB Ada "C" Qty: 1 FROM: AH DRW: Truss Label: A9G Wgt 215.6 Ibs / ... 08/02/17 T + 12'6"4 + 19W + 26'1"12 + 31'8" + 38'8" J 7' 5'64 6'9"12 6'9"12 5'6"4 7' fi M =3X1( M6X8 TC2 v7EX8 =6XF TC3 m6 6 12 �6X6(•°) D W-AA7 i h i qm i , kims 6 S P O N M L Q 'K J 1112X4 =5X6=H0308 m6X12 mH0308=5X6 1112X4 264" 12W �1+ 610"4 + 5'4° +19^12 5a" 5 1" r19^1T 54" i 610"4 , 1� 6'10"4 12'2"4 14' 19'4" 24'6" 26'5"12 31'912 38'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.87 ft Lac. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: Bot chord 2x4 SP #1 Webs 2x4 SP #3 :W4, W6 2x4 SP #1: Lumber value set "138" 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. Plating Notes (••) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Tray Scab(s) (1) 2x4x0-3-11 x SP #1 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Loading #1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ 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: No FT/RT:20(0)/l0(0) Plate Type(s): WAVE, HS fl to Deft/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc L/deff L/# LOG R / U / Rw / Rh / RL / W VERT(LL): 0.154 D 999 240 B 1764 1813 /- 1- / - 16.0 VERT(TL): 0.359 D 879 180 Q 4124 / 1841 / - 1- / - 18.0 HORZ(LL): 0.044 M - - H 228 / 127 / - /- / - / 8.0 HORZ(TL): 0.102 M - Wind reactions based on MWFRS Creep Factor: 1.5 B Min Brg Width Req = 2.1 Max TC CSI: 0.767 Q Min Brg Width Req = 4.9 Max BC CSI: 0.875 H Min Brg Width Req = 1.5 Max Web CSI: 0.728 Bearings B, Q, & H are a rigid surface. Bearings B, Q, & H require a seat plate. Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 16.02.01D.0314.13 Chords Tens.Comp. Chords Tens. Comp. A - B 27 -20 E - F 875 -1944 B - C 1494 - 3272 F - G 1883 - 836 C - D 1506 - 3365 G - H 257 -151 D - E 875 -1944 H - I 27 -20 40015A38FF5B$ BGB87F4800992E&5FB 11hu It¢mLn bcm dkexanuby sizmad mid salad by Ma0=4 martla¢z, 'PE f R. Lk.CM92f on tabs a sm l asaih¢n�rats¢as seal¢. 3Y�tad cr itrsmStf dm t"not=nsi&xed s%naai d.salad ==the KA-23uthenika#ixuac9¢mumlbzw &r dcaam1decttmrk CWDL Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 2857 -1281 M - L 711 -1656 P - O 2832 -1276 L - K 711 -1656 O-N 3368 -1529 K-J 91 -191 N - M 3368 -1529 J - H 85 -164 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P - C 611 -117 M - F 4036 -1778 C - O 640 - 276 F - K 1477 -2695 O - D 287 - 63 K - G 898 - 2040 D - M 733 -1595 G - J 664 -146 E - M 641 - 792 "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipbracing. ping, installing and bcing. Refer to and follow the latest edition of BCSI (Building [ Safety Information,.by.TPI and.'SBCA) fPr.safety practices.pnor to performing these functions; ,Installers shall.prpvide temporary )lie ceilingq. Locations shown foP pefmanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 'or B10; lie ADoTv Dlates to each face of truss and Dosition as shown above and on the Join f Details. unless noted otherwise. (2efer to a division of ivi i,orrorn acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS129 I Ply: 1 SEQN: 635724 / T18 / COMN 4EAB Aria "C" /DR Horton /4EAB Aria "C" Qty: 3 FROM: AH DRW: Truss Label: B1 Wgt: 93.8 lbs / .. 08/02/17 6'4"8 I } 918" I 12'11"8 18" 6'4"8 3'3"8 NN D=5X6 203 C E @3X4 6 m rn F1�a3X4 _ G 1113X10(E5) 3X4(A1) B T A T K J I L H M 1112X4 m3X4 m3X8 1112X4 1218" 5'4" —� 1, 62"12 �I 174 I 1'8" I TY4 r 4'10"12 6'2"12 I 8' 9'8" 13'1"4 18' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pf: NA I Ce: NA VERT(LL): -0.036 F 999 240 B 617 / 296 / 378 / - / 194 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.042 F 999 180 L 442 1164 1303 / 0 / 0 / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.022 F - - M 363 / 194 / 232 / - / - 18.0 Des Ld: 37.00 EXP: C I HORZ(TL): 0.026 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft I Code / Misc Criteria Creep Factor. 1.5 B Min Br Width Re 1.5 9 q Soffit 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.395 L Min Br Width Re 1.5 9 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.298 = 1.5 M Min Brg Width are a rigid surface. Bearings B, L, & M are Spacing: 24.0 " C&C Dist a: 3.00 tt Rep Factors Used: Yes Max Web CSI: 0.179 Bearings B, L, & M require a seat plate. Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(' Wind Duration: 1.60 WAVE I VIEW Ver: 16.02.01D.0314.13 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set: 13B (Effective 6/1/2013) A - B 27 0 D - E 684 -445 B - C 816 -804 E - F 602 - 374 Top chord 2x4 SP #1 C - D 647 -452 F - G 614 -414 Bot chord 2x4 SP 91 Webs 2x4 SP #3 ,Rt Slider 2x8 SP #1: BLOCK LENGTH = 1.500' Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "l3B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC ' B - K 659 -656 I - H 612 - 808 #J K - J 656 - 655 H - G 299 - 398 Wind Member design based on both MWFRS and C&C.43) � rr -1 656 -655 ,I Maximum Web Forces Per Ply (Ibs) ,. No. 047102'. Webs Tens.Comp, Webs Tens. Comp. aas110. K - C 234 -44 I - E 228 , -136 vAft C - 1 495 -420 E - H 332 - 312 m I D - 1 225 - 392 40 015A38 FF15B 9180 85 7F 48 00 99 2E 85 FB M Itemhaabeart eiccic y ad zmaaealad by FAaa-AMart&nex, [frt. tt<. CSItH2t oA�tha:sta� srtaivrs a6avm tr.�g a SNAi =tWocaumoode. ftbtnti cwhaolii6J�tMnot ma-Aiweds4eed d 0412d aaad IIWSiiA, asstitiani Skusccrla tnk.t Um died mamydectmak **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqguire extreme care in fabricatingg handlingg shipping, installing and tracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anr7'SBCA) toF safety practices prior to', pertorming these functions. Installers shall provide temporarryV bracing er BCSI. Unless noted o�herwise,top chord shall have proper)yy attached structural sheathing and bottom chord shall have a propperly attache rigid ceiling Locations shown for permanent lateral restraint bf webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf-Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinQComponents Group Inc.,shall not be respon lible for any deviation from this drawing,any failure to build the truss In conformance with ANSI/gfPl 1, or for handling shipping, installation arid bracing of trusses.A seal on this drawing or cover bitity page listing this drawing indicates acceptance of professfonat engineering �responsisolely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this iob's aeneral notes Dam and these web sites: ALPINE: www.a!Dine'itw.com: TPI: www.tcinstom: SBCA: www.sbdndusW.mm: ICC: www.imsafe.om FE 1 Job Number: 136DCS129 Ply: 1 SEQN: 704579 ! T17 / GABL I 4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 1 FROM: AH DRW: Truss Label: B2GE Wgt: 119.0 Ibs / ... 08/02/17 9'8" 19'4" �-- 1'8" + 1'4" (TYP) I =4X4 b '=2X4(A1) 19'4" L 19'4" _ r 1 + 19'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R ! U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph PF NA Ce: NA VERT(LL): -0.033 S 999 240 B* 91 139 / 53 / - / 16 / 156 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.043 S 999 180 P* 168 191 / 121 / - / - / 24.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.023 M - - Wind reactions based on MWFRS EXP: C HORZ L B Min B Width Re Des Ld: 37.00 (T )� 0.027 M - - � q — - Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 1.5 Q Min Brg Width Req = - NCBCLL: 10.00 TCDL: 4.2 psf Bearings B & Q are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.157 9 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.162 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CS 1: 0.120 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 0 1-1 384 -85 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 B - C 169 -190 J - K 341 -108 Lumber C - D 169 -171 K - L 233 -56 D - E 205 -151 L - M 203 - 76 Value Set: 13B (Effective 611/2013) E - F 252 -131 M - N 177 -99 Top chord 2x4 SP #1 F - G 300 -110 N - O 141 -121 Bot chord 2x4 SP Al G - H 351 -89 O - P 37 -80 Webs 2x4 SP 93 H - I 401 -87 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes All plates are 2X4 except as noted. B -AC 194 -182 W - V 65 -22 , P, AC -AB 196 -183 V-U 64 -22 Wind " W, AB -AA 197 -185 U - T 64 -21 Member design based on both MWFRS and C&C.� AA- Z 198 -185 T - S 64 -21 _.047M, Z-Y 198 -186 S-R 65 -21 Additional Notes " Y - X 199 -186 R - Q 66 -21 See DWGS A16015ENC101014 & GBLLETIN1014 for X - W 199 -187 Q - P 79 -14 gable wind bracing and other requirements. , 4001SA38FF5B81SOBB7F4800992E95FB attic itetn'h�.lsetnmkcYvr Wined amd xmafed Sty r3 ktmrthcrr ?F.(a.ttc.w47182imth,ndM shownaLas�C Ucs'ig J$3i .i. saiftn °Cksto rcodd. rvft€cd. pi.x tt1,hdwmmmt at® not carss&nad 4)mnd mind ast Nse. <a 3Aentm rude nut tm vadhed on my c9eamrk copimt. Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp C-AC 112 -55 V-J 145 -28 D -AB 107 - 75 U - K 282 -198 E-AA 99 -73 T-L 70 -31 F - Z 100 -73 S - M 66 -25 G-Y 154 -74 R-N B6 -27 H - X 187 - 82 Q - O 323 -189 I - W 40 - 242 *`WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handling shipp!ng, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI an7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proerly Cceilingg. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 910, . ADDIV Dlates to each face of truss and Dosition as shown above and on the Join Details. unless noted otherwise. (tefer to a division of r(P 11; or for h acceptance any structure 1is drawing any failure to build the on this drawing or cover page, ie design shown. The suitabrlrty web Job Number: 136DCS129 I Ply: 1 SEQN: 697166 / T9 / GABL ` 4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 1 FROM: AH DRW. Truss Label: C1GE Wgt: 43.4 Ibs / ... 08/02/17 1_ 4'2" 8'4" _1 r 42" f 47" 'I 1'6"_ 1I4" —� (TYP) E=4X4 12 6 D F C G CV 2X4(A1) B I H=2X4(A1) T - 423 A N M L K J 1' 8 4ee $e4" Loading Criteria (psf) Wind Criteria Snow Crit9lria (pg,pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA I Ce: NA VERT(LL): -0.026 K 999 240 B 375 1173 / 251 / - / 118 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.030 K 999 180 H 375 1173 / 251 / - /- 18.0 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): -0.012 D - - Wind reactions based on MWFRS EXP: C Des Ld: 37.00 HORZ(TL): 0.014 D - - B Min Brg Width Req = 1.5 Mean Height: 15.00 itH Min 8 Width Re NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 Big q = 1.5 TCDL: 4.0 psi Bearings B & H are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: �BC 2014 RES Max TC CSI: 0.187 9 9 Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2007 Max BC CSI: 0,147 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 it Rep FactorslUsed: Yes Max Web CS 1: 0.058 Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s : Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 A - B 27 0 E - F 573 -349 Lumber B - C 499 -386 F - G 531 -368 C - D 530 - 368 G - H 500 -386 Value Set: 13B (Effective 61112013) D - E 673 -349 H -1 27 0 Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - N 316 -282 L - K 313 - - 272 Plating Notes N - M 315 - 276 K - J 315 -278 M-L 313 -272 J-H 316 -285 All plates are 2X4 except as noted. . Wind Maximum Gable Forces Per Ply (Ibs) m,+r", Gables Tens.Comp. Gables Tens. Comp. Member design based on both MWFRS and C&C. C-N 91 -15 K-F 148 -36 Additional Notes D - M 148 -36 J - G 91 -15 See DWGS A16015ENC101014 & GBLLETIN1014 for w as E - L 152 -237 gable wind bracing and other requirements.ft ow STATE. I SERLAL # 40 01 SA38 FF513 S3. B0 813 7F49 00 99 2ES5 FB Thu I Mhu sied.2s=iedhd Vmw4Mzrua:z4 3^£ €fL. l5e.C4iF93t Cci'�e; dada shtie�rs adx ar.�g a 3NA+i ¢nCceY,�iealc. meted cr��e3'ch�s sl�.r �nnnt �md�nd ssf�9 sled ma6 Ah¢S-iWiautt+en' 4�nc�le �ess[ixx�rrtficd eaeasy dectrords KBY al ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS re uire extreme care in fabricatingg handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Hen[ Safety information, byy TPI an7'SBCA} foF safety practices prior to pertorming these functions. Installers shall provide temporary per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly u rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, cable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to Is 160A-Z for standard plate positions. a division of ITW BuildinggComponents Group Inc..shall not be respon lible for any deviation from this drawing,any failure to build the conformance with ANSIifPI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability e of this iawtng for any structure is the responsibility of the it g Designer per ANSI1TPI 1 Sec.2. `t t Job Number: 136DCS129 Ply: 1 SEQN: 6971671 T20 / VAL I 4EAB Ana "C" /DR Horton /4EAB Aria "C" Qty: 1 FROM: AH DRW. Truss Label: MV1 Wgt: 16.8 lbs .. / ... 08/02/17 R 4'3"8 4'3"8 r 4'3"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.007 C - - Des Ld: 37.00 EXP: C HORZ L 0.008 C )t Code ! Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.188 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2007 Max BC CSI: 0.140 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.111 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 15.01.01.0402.20 Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 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. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. No 047162. 40 015A38FF 58 81 SO 88 7F48 00 99 2E 85 FB 3k+u ltntnAaa &">c»c�d z red Mtacaladbyy rAUAAMa kb=, 4£ tom, ttc.94ru21 on the d=shown abQw trIng a SHA-3 �#fenGwtfetas�la. xiazaccphnalhl-do_oe.:<.ar�t mmeast tcsss3.ssasd nmzfandsmaled ase LPac 3 aaf�¢nt�ta^.tras,rt�a m�Cbs a�crittlear aapdcttmr� cr,pfai. ♦ Maximum Reactions (Ibs), or "=PLF Loc R /U /Rw /Rh /RL /W D• 75 /16 /52 /- /12 /51.5 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 36 -84 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 151 -15 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-C 175 -98 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Are extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of vsviNi i,orrorn tes acceptance for any structure failure to build the g or cover pa e tn. The su" bility see ITruss AriaLab"C /DR Horton MEAB Ada "C" I IMV2 Wgt 114.0 Ibs I FROM: AH 168 / T21 ! VAL I DRW./ 08/02/17 I 12 6 � 1112X4 B A3X4(D1) A N �4 �, r 1112X4 2'3°8 2'3"8 2'3"8 Loading Criteria (psil Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL ! W D* 75 113 149 / - / 10 / 27.5 TCDL: 7.00 Speed: 160 mph Pf: NA I Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.001 C - D Min Brg Width Req = - Des Ld: 37.00 C HORZ(TL): -0.001 C - Bearing D is a rigid surface. Code / Misc Criteria NCBCLL: 10.00 Mean Mean Height: 15.00 ff Creep Factor. 1.5 P Soffit: 2.00 TCDL: 4.2 psf Bldg Code: IFBC 2014 RES Max TC CSI: 0.037 Maximum Top Chord Forces Per Ply (Ibs) BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2007 Max BC CSI: 0.038 Chords Tens.Comp. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.030 A - B 19 -37 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 15.01.01.0402.20 Wind Duration: 1.60 WAVE I Chords Tens Com Lumber Value Set: 13B (Effective 6/1/2013) Tap chord 2x4 SP 91 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. Additional Notes See DWG VAL160101014 for valley details. 4001SA38Fi TM Item kn bmn 4 �£ (EL. ttt.GiT�Hit c authaat�tas.ztie. =6 ttaSaxA-1 ztdhae =V,ies. **WARNING— READ AND FOLLOW ALL NOTES `*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRA, a division of rfPI 1; or for h acceptance any structure as P• A-C 76 -7 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-C 78 -48 8180 BB 7F48 00 99 2E 85 FB . ac.*s1Vad w0=a1e4W U a lMartin", dal'i su'un ab&m wiinsaSPA1, not cwwll� ed skardMd=1ad nxt Uarex3fiod mwrdcctronk THIS DRAWING! RS INCLUDING THE INSTALLERS cing. Refer to and follow the latest edition of BCSI (Building I rformng these functions. Installers shall provide temporary structural sheathing and bottom chord shall have a properly call have bracingg installed per BCSI sections B3, B7 or 610, ind'on the in Details, unless noted otherwise. heferto e for any deviation from this drawing,any failure to build the bracing of trusses.A seal on this drawing or cover pa e sponsibility solely for the design shown. The suitability Seca Job Number: 136DCS129 Ply: 1 SEQN: 6971691 T1 / VAL 4EAB Aria "C" /DR Horton /4EAB Aria "C" Qty: 1 FROM: AH DRW. Truss Label: V1 Wgt 16.8 Ibs .. / ... 08/02/17 Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 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 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 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. 1'6" 3' 1'6" 1-6" 12 6 3X4(D1) B=3X4=3X4(D1) A C v 0) �3'j 3' 3' 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): -0.002 999 240 Lu: NA Cs: NA VERT(TL): 0.003 999 180 Snow Duration: NA HORZ(LL): 0.001 - - HORZ(TL):-0.001 - - Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.032 TPI Std: 2007 Max BC CSI: 0.044 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.01.0402.20 40 015A FF 55 81 SO BB 7F48 00 99 2€ 95 FB Mu kern k" facamsiwrjrad zd =lad by rAr lmarth". PE (a. M.9471831 an Me date a SFiA•I a�dten�caties5acde, R-U'ed coptuaftiis dncummAwe not amsi& ed*nadands lad and ilsc5 A;;sent>ca2a�aeader+�t4mecd(d:dcnaeet edectresr� xa�aet ♦ Maximum Reactions (Ibs), or'=PLF Loc R /U /Rw /Rh /RL /W D• 75 / 18 135 /- / 5 136.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 125 -115 B-C 125 -115 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 118 -100 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shippping, installing and bracing. • Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI andSBCA) to�'safety practices prior to performing these functions. Installers shall provide temporarryv bracing per BCSI. Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. f�efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/fPl 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pprofessional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is flte responsibility of the Building Designer per ANSI/TP11 Sec.2. enr __ infn fin roc INie;NK,. nu 1 n n —A fl.xn.unh eRf At GIKIF- — alnineifiu -- TPI• .— ti—t n CR(`A un 1 --' I!`f :• uwuirrcafn nm Job Number: 136DCS129 Ply: 1 SEQN: 697170 / T15 / EJAC 4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 20 FROM: AH DRW: Truss Label: EJ7 Wgt: 23.8 Ibs .. / ... 08/02/17 C 12 6 co o to in M -v I 2X4(A1) B A 1, I % T Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA I Ce: NA VERT(LL): NA B 336 / 117 ! 259 / - 1173 16.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 / 20 / 101 / - / - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.021 D - - C 171 / 133 191 / - / - / 1.5 Des Ld: 37.00 EXP: C I HORZ(TL): 0.031 D - - Wind reactions based on MWFRS Code / Mis 1 Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 1.5 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: �BC 2014 RES Max TC CSI: 0.496 D Min Br Width Re g q = Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.368 C Min Brg Width Req = Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0) �10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE I VIEW Ver: 15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp_ Lumber A-B 27 0 B-C 77 -151 Value Set: 13B (Effective 611/2013) 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. 40 015A38 FF 5581 BO BB 7F48 00 99 2€ 85 FB xfiaiOfmm.&x a led try rraam";.Abuftfuz, '-rffL.uc.ix nufoi aca�r3arna'at tangaStrkL a�ltez;ttctzfarsta�ir- P,budc ims r zltrba are nntexsm�i imd sYgew 9stalmd and the S'iPa«8muthen s¢xs9an�t6aumrN3rdrarasrydc:lroni: C=9mr Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 *`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI anr7SBCA) t0F satPety practices prior to Performing these functions. Installers shall provide temposrrYy bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, 67 or 61 D, as applicable. Apply plates to each face of truss and position as shown above and on fhe JoinfDetails, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Buildingg�Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlia shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pro essfona engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2: lir Job Number:'136DCS129 Ply: 1 SEQN: 697171 / T16 / EJAC 'I 4EAB Aria "C" /DR Horton AEAB Aria "C" Qty: 1 FROM: AH DRW. Truss Label: EJ7A Wgt: 21.0 Ibs / ... 08/02/17 2X4(A' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: If EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h to 2h 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 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and CBC. 7' 7' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.024 C - - HORZ(TL): 0.034 C - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.505 TPI Sid: 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: 15.01.01.0402.20 M AL 40 01 SA 38 FF 58 8180 BB 717 48 00 99 2E 85 FB Tick lumh,"Lmara eladradahw!Apad wd saalad by rAxr lMartkres, ?E (rl. ttc. G4r182i tm thada5t LiU9Wn alxism it'.°mg a sYFAi acthantioum m.1c PrwadcuprasafddsdwLr=Awtnot considc adojmdand=6d and the SHA*2 au3itcnCaaf3ceceodc mast Ca vmficd m saydectrank dins: B ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W A 270 / 41 / 188 1- / 100 18.0 C 128 113 / 104 / - / - 11.5 B 174 /81 195 /- /- /1.5 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 Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re cq]uIre extreme care in fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or t as applicable. Apply plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions - Alpine, a division of ITW BuildiphqComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIlfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. _ listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Numb 4EAB Ariae C"IDR Horton MEAB Aria "C" II I 9L 66.8 Ibs I FROM: AH 172 / T12 / JACK I DRW / 08/02/17 I Truss Label: BJ5 2M(A1) B —13 A �— 1' C 12 6 EO o to N M _ ID Loading Criteria (psf) Wind Criteria Snow Criter� TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: TCDL: 7.00 Speed: 160 mph Pf: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs BCDL: 10.00 Risk Category: II Snow Duratio Des Ld: 37.00 D Des d:: EXP: C Mean Height: 15.00 ft Code / Misc .00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: F Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 200 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Loc. from endwall: not in 4.51) ft FT/RT:20(0)/l GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Lumber value set "13B" uses design values approved 1130/2013 by ALSC Wind Member design based on both MWFRS and C&C. 13 Used: 5' 5' a (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Ce: NA VERT(LL): NA B 263 / 96 / 208 /- 1 129 18.0 NA VERT(TL): NA D 90 / 13 / 70 /- ! - / 1.5 NA HORZ(LL): -0.009 D - - C 119 / 93 / 62 /- / - / 1.5 HORZ(TL):-0.011 D - - Wind reactions based on MWFRS Criteria Creep Factor . 1.5 B Min Br9 Width Re 1.5 q BC 2014 RES Max TC CSI: 0.309 D Min Brg Width Req = - Max BC CSI: 0.182 C Min Brg Width Req = Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. (0) Mfg Specified Camber: VIEW Ver: 15.01.01.0402.20 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 B- C 53 -120 0 40 015A38'FF 5B 81.60 $87F48 D0 99 ZE85 FB 3h1t §trin•A t+ceat ere -t ned arta tested 5l' mazool martieos, ri(�L. uc.tsztaz(en t'sa�le�x.¢ shawit a te�3ng a 5N,4�i aa��f rnC,catieas cmde. Mstrd capatsaithit d=+==mr not conshimd signadnnd mind mrdthc: iss.Eas�antfca3�caCsaiaenust�a�r3fisirnaas7ed¢cira� Maximum But Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 �laa. *"WARNING— READ AND FOLLOW ALL NOTES ON THIS'DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, byV TPI and SBCA) fo'r safety practices prior to performing these functions. installers shall provide temporarryy bracing er BCSi. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly attache�ripid ceiling Locations shown for permanentlateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 610, as applicable. Apply plate. to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, ad_. division of ITW BuildinccL�Components fip Inc. shall not be responsibl I for any deviation from this drawing,any failure to build the truss m conformance with ANSUfPI 1, or for hngf shipping, installation and bracing of trusses.A seal on this drawing or cover page. . listing this drawingg indicates acceptance ro essiona engineerngg responsibility solely forthe design shown. The suitability and useofthisrawingforystrcture e responsibility of the t3uiiding Designer per ANSIlTPI 1 sec.2. 0 Y 0 Job Number: 136DCS129 Ply: 1 SEQN: 6971731 T13 / JACK 4EAB Aria "C" /DR Horton AEAB Aria "C" Qty: 6 FROM: AH DRW: Truss Label: BJ3 Wgt 12.6 Ibs .. / ... 08/02/17 A 3' 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in lac Udefl U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.004 D - Des EXP: C HORZ L 0 004 D )t Code / Misc Criteria .00 NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor: 1.5 Soffit: 2.00 BCDL: 5.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.174 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.072 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 15.01.01.0402.20 Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/3012013 by ALSC Wind Member design based on both MWFRS and C&C. 0 STATE OF 40 015A38 FF 5B 81 B0 BB 7F48 00 94 2€ $5 FS rbit Atom has aackctsv €cx ijx na 3midualadby F wwel mattlAw, ?E (FL. 1is.047.193ttitt tasr base xhuw�tatxdws m.Eng a 5N&>3 atxt9tantica3�xs aad e. datedC.Pinofthu drxcrxxAwo not ctaW&Md tilt d'=d saalyd =dtf�.e7+x..a2 =thantka&Awdenmtbavuf4dcnaiadectrark r=jm ♦ Maximum Reactions (Ibs) Loc R /U IRw /Rh /RL /W B 193 / 76 / 162 A`- / 86 / 8.0 D 51 /6 /41 /- 1- /1.5 C 64 /51 /30 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -105 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 vire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [Safety Information, bV TPI anc7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly did ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, 'le. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. kefer to 60A-Z for sfandard plate positions. a division of TPI 1; or for h acceptance any structure failure to build the g or cover page. Am. The suitability Job Number: 136DCS129 Ply: 1 SEQN: 697174 / T14 / JACK 4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 6 FROM: AH DRW: Truss Label: BJ1 Wgt 11.2 Ibs / ... 08102/17 4"3 Loading Criteria (psf) Wind Criteria TCLL. 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 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 "13B" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C 12 6 C _BI � =2X4(A1) co o LO o I � Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pt NA I Ce: NA VERT(LL): NA B 150 / 77 / 145 / - / 42 / 8.0 Lu: NA Cs: NA VERT(TL): NA D 11 / 10 / 18 / - / - / 1.5 Snow Duratiin: NA HORZ(LL): 0.001 D - - C -14 128 / 25 / - / - / 1.5 HORZ(TL): 0.001 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. FT/RT:20(0)A.0(0) Mfg Specified Camber: Bearing B requires a seat plate. Plate Type(s):l I Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Camp. A-B 27 0 B-C 28 -19 o 047102 �r a 0, ,r• TAT E OF 40 015A38 FF 5B 81 B0 BB 7F48 00 99 2E &5 FB ThU 3tam Aas tatcssak�s3 aad and w-Aad by btatzrel mwttn , F£ (FL. Lk.";1.1811 on tha data %Iwwa above tr�ng a SNA.1 acthcrid atkoonda. Pmudcopt"afthkdocsr=Aa mot ctanidwaddptdand=led and the 59A*l awhcnticaticcnecda nwtbe ca_rifcd co an dedmnk curies. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Informatien, by TPI anr7'SBCA) ta'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o herwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pper y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections 63, 67 or 810, as applicable. Appty plates to each face of truss and position as shown aboveland on the Join fDetails, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinQQComponents Group Inc. shall not be responsible for any deviation from this drawingq any failure to build the truss in conformance with ANSITfPI 1, or far handlingf shipping, installation andlbracing of trusses.A seal on this dFawing or cover page_ . listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this diawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2. For more information see this tob's General notes oaae and these web sites: ALPINE: www.alolneitk.com: TP1: www.toinst.oro: SBCA• www.sbdndustrv.com: ICC: www.iccsafe.ora Job Number: 136DCS129 Ply: 1 SEQN: 697175 / T25 /HIP_ 4EAB Aria "C" /DR Horton /4EAB Aria "C" Qty: 3 FROM: AH DRW: Truss Label: CJ7 Wgt: 42.0 Ibs / ... 08/02/17 6'3" 9110"1 6'3" 3'7" D 4.24 p y 3X4 C v io ih a 2X4(A1) B T 43 A Lj G =5X6FE 1112X4 �-- 1'5" 6'1"4 3'2" 16"1y3 -5111 6'1"4 93"4 9'1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W B 330 / 208 ! - / - / - / 10.6 TCDL: 7.00 Speed: 160 mph Pf NA Ce: NA VERT(LL): 0.015 G 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.034 G 999 180 E 385 / 175 / - / 0 / 0 / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 / - / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ L 0.010 F - (T ) Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 it Cree Factor. 1.5 P B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.241 E Min Brg Width Req = - D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.326 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.256 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 14 -11 C-D 55 -72 Value Set: 13B (Effective 6/1/2013) B - C 330 -650 Top chord 2x4 SP #1 Bat chord 2x4 SP 91 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "l38" uses design values approved 1/30/2013 by ALSC B - G 604 -290 F - E 0 0 , 1 G - F 591 - 288 Special Loads -(Lumber DucFac =1.25 /Plate Dur.Fac =1.25) : ! ` Maximum Web Forces Per Ply to 55 0.00 (Ibs) TC- From 0 plf at -1.41 plf at �"g± Webs Tens.Comp. Webs Tens. Comp_ TC- From 2 plf at 0.00 to 2 plf al 9.84rr;� 4 0.00 C F 345 BC- From 0 plf at -1.41 to plf at �� G - C 286 -47 - -709 BC- From 2 pff at 0.00 to 2 pif at 9.84 .No 0471.8pal TC- -7 lb Conc. Load at 1.41 TC- 128 lb Conc. Load at 4.24 Load 7.07 to, 6 TC- 23B lb Conc. at BC- 23 lb Conc. Load at 1.41 BC- 103 Ib Conc. Load at 4.24 TA00 TE OF BC- 179 Ib Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. 40�P_Fvl Aa� 40 01SA38 FF 50 81 BO BB 7F48 00 99 2E 95 FB • 3i.,tcltem'hua sscCn CkarAe�asmupzt�mad�.9sCalad 6y 8�.rarsC7 MartimCs,: W.e471221 on t're date 4110944 AGN.Wing a SMA4 a�thantixatives rv3e. tested cnptascld-n dCECY�at tot amsld-d sfd�inch Ind amd the WLA»-sv9 Cni#ra;imneee3e r4wt bawAftt M aejdc twat tnylnt: , ""WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin by TPI fo'r shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building to these functions. Installers temporary Componen[ Safety Information, and'SBCA) safety practices pnor performing shall provide bracing per BCSI. Unless noted ditherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly have bracingg installed BCSI B3, B7 610, attached ceiling Locations shown for permanent lateral restraint of webs shall per sections or as applicable. Apply plates to each face of truss and as shown above and on the Joinf Details, unless noted otherwise. Refer to position drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin4gComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANSI PI 1, for handling, installation bracing 1russes.A this drawing or cover truss in conformance with or shipping, and of seal on page_ . listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability is the Designer ANSUTPI 1 Sec.2. and use of this drawing for any structure the responsibility of Building per For more information see this'ob's general notes pacle and these web sites: ALPINE: www.al ineitw.com: TPI: www. inst.o • SBCA: www.sbcindus .com; ICC: www.iccsafe.orq Gable Stud Reinforcement Detail ASCE 7-101 160_ mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ors 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 e Orm 140 mph Wind Speed,*-15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orr 120 moh Wind Sneed, 15' Mean Helaht. Partially Enclosed. Exnosure 1). Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) lx4 'L' Brace x (1) 2x4 'LW7'I 2) 2x4 'L' Brace x (1) 2x6 'L' Brace x (2) 2x6 'L' Brace ■ Group A Group B Group A Group A Group B Group A Group B Group A Group B - S P F #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' #3 3' 8' 5' 9' 6' 2' 7' 8' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 5' 9' 6' V 7' 8' 9'1'9'6'12' 0' 12, 6' 14' 0' 14' 0' o HF Standard 3'8'4' 11' 5' 3' 6' 7' 8' 111 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' W #1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' _j d S P D L #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 11. 9' 3' 9' 7' 12, 2' 12' 8' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' Ill 7' 5' 9' 2' 9' 7' 10' ill 11' 8' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' I1' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13, 1' 14' 0' U 01 / #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10, 7' Ill 0' 13, it, 14' 0' 14' 0' 14' 0' S P F #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10, 5' 10' 10' 13, 9' 14' 0' 14' W 14' 0' U H F Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' O fl Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10, 10, 12, 8' 13' T 14' 0' Oj Q d LJ X d S P D F L #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' 11' 1' 14' 0' 13' 11• 13' 4' 13' 4' ' + 11' 10, g #4#4 04 14' 0'##(` 41 14' 0' `..y 14' 0' '0 14' 0' w p 14' 0' 4 14' 0':: y 1 14' 0' boo 14' 0' , 13' 7' #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' #3 4' 4' 6' S' 6' 10' 8' 6' 9' 1' 10' 6' SO' 11' Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10, 6' to, it, Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' to, 10, _ U o .--i S P r H #1 / #2 4' 10' 8' 3' 8' 7-9' 9' 10' 2' 10' T 12' 1' # 3 Stud 4' 7' 4' 7' 8' 2' 8' 2' 8' S' 8' S' 9' 8' 9' 8' SO' 0' 10, 0' 11' 6' 11' 6' 12' 0' 12, 0' S P D F L Standard #1. 4' 7' 5' 1' 7' 0' 8' 5' 7' 5' 8' 8' 9' 4' 9' 11' 10, 0' 10, 3' 11' 6' 11' 9' 12, 0' 12' 3' #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12, 1' #3 Stud 4' 9' 4' 9' T 4' 7' 4 T LO' 7' 10, 9' S. 9' 8' 10' 1' 10, 1' 11' 7' 11' 7' 12' 0' 12, 0' Standard 4' 7' 6' 6' 6' 11' 1 8' 8' 9' 3' 1 11' 6' 12' 0' Truss Diagonal brace option vertical length may be doubled when diagonal brace is used. Connect diagonal brace for 600# at each end.. Max web total length Is 141. Vertical length shown In table above. L Brace 11E 31E 2x6 DF-L #2 or better diagonal 'r bracer single or double cut (as shown) at 8, L 1 upper end. M Connect dlagonnl at mid olnt of vertical web: t�,tTv'"-" �g -�"/i j ' Refer to chart above for . ll tiH '� ng oVARNWGW READ AM FDLLDV ALL NDTES-RJ THIS DRAVINGI -WMTANTww rMUSH THIS DRAVING TO ALL C@1TRACT(IM DCURING THE DISTALLERS. - 2 rr� /Vhh'' v Q' �"r GS ! Trusses require extreme care in fabricating, handting,-shipping, InstalUng and bracing. Refen,, to and V fatlov:a latest edition of BCSI (Butmsng Component Safety Information, by TPI and SBCA) for`safety practices prior to performing these f-tio- Installers shall p-lde temporary bradsg par PML top have and bottom hard ZZ ` d Q Unless noted otherwise, chord shall property attached structural sheathing shall have a properly attached riggld ceAtm& Locations shown for pernane" lateral restraint of webs oshallf as applica-Aessble.no Apply plates to enmYm Fnm:e 37 or BIG,Details, have and of truss and postt16O as shown above and an lion Jdnt Oetn9s, unlecs rotetl otherwise. ion asetl per ECSabove and os the position % n@ Refer to drowings 160A-2 for standard plate poshbnz'`Ll bdf AN ITW COMPANY AWm, a division of ITV BultdIn➢ Components Grow Inc shall not be responslate for any devtatIon from this drawing, any failure to buRd the truss in conformance with ANSI/TPI L or for hornAhg, shlppMg, hstallathn 6 braking of trusses. Aseal on of professia cover roparesmll�ty aThe pusf this drA.I erg4aerYq solelyfor ttihe design sham 5ultabll4y each p for Ls %a Zoonsialty of the Bulcft Designer ANSLTPI I Seep.13389 Dn- any structmme Per Information this these sites,fe,n4*i„Otlttt� Earth ry. MOk For more see Job's general notes page and web ALPINE, wwwnlolnsttv coni TPL www.toinstorgi SBCA, www.ibclndurtry.or➢r IM wweJccssfearg Bracing Group Species and Grades - Group At S ruce-Plne-Fir Hen-Flr #1 / #2 Standard 02 Stud #3 1 Stud_j I #3 Stnndnrd Dou las Fir -Larch #3 Southern Pinexxw #3 Stud Stud Standard Stnndnrd Group Br Hen -Fir #1 4 Btr #1 Doualas Fir -Larch Southern Plnexxx #1 Lem #2 +W • s-Rated Board). .a O) Industrial SS or d Boards. Group B c1) these rndes. a g�iL Notesi t Is L/240. KI' j ' (> A r 75 ptf over CO v TC Dead Load), G U I , 4' 0' outtookers " 00 :. r4 gg }S plywood overhang. °,tg�3' � v � u bsi v 1,12B'x3.0' min) Halls. SS77 Malts at 2' o.c, .c. between zones. F a malls at 3' o.c. .c. between zones, M' "a of 807 of web Gable Vertical Plate Sizes + Refer to common truss design for tes. peak, splice, and heel pla Refer to the Building Designer for conditions not addressed by this detail. Vertical Len th No S lice Less than 4. 0' 2%3 Greater than 4' 0', but less than 11' 6' Greater than II' 6' TOT, LD. 60 PSF SPACING 24,0° EF ASCE7-10-GAB16015 ATE 10/01/14 RWG A16015ENC101014 .s Gable Stud Reinforcement 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 Orr 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 ON 126 moh Wind Soeed. 30' Mean Heloht. Partially Enclosed, Exoosure ➢, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) Ix4 'L' Brace - (1) 2x4 'L' Brace x (2) 2x4 'L' Brace st (1) 2x6 'L' Brace - (2) 2x6 'L' Brace AI Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B ,� U O S P F I I C �i l #1 / #2 3' 8' 6' 3' 6' 6' 7' S' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' 11' 13' 7' 14, 0' Standard 3' 6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4' a, 11' 9' 8' 10, 4' 13, 1' 14' 0' 0.1 #1 3' 10' 1 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' Ill 9' 12' 2' 13' It' 14' 0' -� S P #2 3' 8' 61' 6' 6' 7' 5' 7' 8' 8' 9- 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10' 1' 10' 10' 13' 8' 14' 0' ou D F L Stud 3' 7• 4' 10' 5' 2' 6' 5' 6' 11' e' 9' 9' 1' 10' 1' 10' 10' 13' 8' 14' 0' d Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' Ill 9' 7` 12, 2' 13, 0' U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10, 6' 13' 3' 13' 9' 14' 0' 14' 0' S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' Ill 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' 4' 0' 6' 7' 7' 0' 8' 4' 8' e' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' O Stnndnrd 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' It, 10' 4' 11' 10, 12, 8' 14' 0' 14' 0' QJ #1 4' 5' 7' 3' 7' 6' 6' 7' 8' It, 10' 2' 10' 7' 13' 5' 13' It' 14' 0' 14' 0' P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13, 9' 14' 0' 14' 0' �,D #3 4' 1' 5' 11' 6' 4' 7' ill 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14, 0' QJ D F L Stud 4' V 5' 11' 6' 4' 7' 1t' 8' S' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' t0' 2' 1l' 0' 11' 9' 14' 0' 14' 0' _Q #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' B' 10' 1' 1 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d U - S P F H F #3 4' 5' 1 7' 7' 8' 1' 9' 2' 9' 6' 10, ill 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, It, 11' 5' 14' 0' 14, 0' 14' 0' 14' 0' Stdard an 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X 01 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' 1t' 8' .14' 0' 14' 0' 14' 0' 14' 0' P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' G. II' 1' Ill 6' 14' 0' 14' 0' 14' 0' 14' 0' 6 #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' Ill 0' It' 6' 14' 0' 14' 0' 14' 0' 14' 0' rI D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' t' 6' 5' e' 1' 8' 7' 10' I1' 11' S' 12' B' 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades) Group AI S use-Pine-Flr Hen -Fir #1 / #2 Standard 1 #2 1Stud #3 Stud 1 1 #3 IStandardl Douglas Fir -Larch Southern Pinewww #3 #3 Stud Stud Stnndnrd Stnndnrd Group B, Hen -Fir ill & Btr MI Dou Ins Fir -Larch Southern Pinels— M1 #I a2 #z Ix4 Braces shall be SRB (Stress -Rated Board), ■-For lx4 So, Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these rndes. Gable Truss Detail Notes, Vind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4. 0' outtookers with 2' 0' overhang, or le' plywood overhang. - About1 Attach 'L' braces with 10d (0.128'x3.0' min) nails. )K Far (1) 'L' bracer space nails at 2' o.c. able Truss _ In 18' end zones and 4' o.c. between zones. braces. Diagonal brace option. In 18'2end,zonesand 6 o.c between zo es. vertical length may be T doubled when diagonal 18, bracing must be a minimum of 80 o web brace Is used. Connect L me me diagonal brace for 6900 � Gable Vertical Plate Sizes at each end. Max web I Brace total length Is 14'. 1 - --- - __ _ _ it X Vertical Len th No S lice I 2x6 DF-L a2 or - - - T - - - - - _ _ _ _ - - - - --- - - - - --- - Less than 4' 0' 2X4 Greater than 4' 0', but 4X4 better diagonal 1 — _ _ __- -_ - --less-than Vertical length shown bracer single 18, )K In table above. or double cut 45' (as shown) at L11 Ir 1 + Refer to common truss design for upper end, tj peak, splice, and heel plates. ontinuous Bearing Refer to the Building Designer, for conditions Connect diagona at ' lllilr (a�'o not addressed by this detail, midpoint of vertical web. Refer to chart above for max gtJQllltie length -VARNWGtn READ AND FOLLOW ALL NOTES [IN THIS BltAvnxd wDIPORTANTww FUPASH THIS DRA%nwG TO ALL CONTRACTORS DiCLUDI G THE INSTALLERS, require �.�` `` �` � v i� REF ASCE7-10-GAD16030 Trusses extreme care In fabricating, handling, sNpping, Instailim and bracing. Refer to am follow the latest editJon of ,SCSI CButdg Component Safety Information, y TPI and SBCA) For safety Q� �`GENS� DATE 10/01/14 practic¢s prior to performing th¢sw f—ctlons. installers shall pravlde temporary brad �g per )CSL unless noted otherwise, top chard shalt have properly attached struct—L shoot" an 'd battom chord shall have a property attached HOW cellhQ, Locations shown for permanemt lateral restraint of webs = No �' DRWG A1603CENC101014 shall hall bradnp instaR¢tl par BCSI sections B3, 87 BIO, as pplicablo. Apply plates to each Face II I��=IUr� IL�r� of truss and position as shown ahovo and on the Joint Details, uMesc mated oth-else. ReFer to drowhgs 16GA-Z for standard plate positions. be for deviation from ' ATE OF AN ITW(MMPANY Alpine, d .Ion of ITV Bustling Components Group Inc. shall t sponsene aannyy this d—Ig, any failure to build the truss In conformance with ANSVTPI 1, or for nomAhfg. shipping, installation 6 bracing Q �, t(/; i'�'9O MAX. TOT. LD, 60 PSF of trusses. A seal - this ^owing or cover page listing this drashg, Indicates acceptance of professional d for the design The sldtoblltty and use of this drawing �t engtrreerhg responsaNaty solely shem. For any structure Lr the responsBcAity of the Hultdng Designer per ANSI/TPI 1 Sec2. MAX. SPACING z4.0' 1338B Lake6onl Drire E 8 City,Mo63O45 For Hare Infornotion see this Job's general mates page and these web sit—,r5att�tta ICP �¢}i ALPUJEi www,alpinaitw,coni TPD wwe.tphstorgi SBCAI www,sbchdustryorg) wwwJccsafvarg It t� 4 Nall 'T• Forcing_ - — — nber Gable Malls Truss Spaced At 4' a.c. 4 Hall Ceiling Gable Detail F'nr I P+—Ir) VPr,+!r-nl< )propriate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of .apped plates to span the web, 3 2X4 2X4 V2X8 rruviar connecsruns rue up—, sp—,r —9,m rru orusy urorgn. Attach each 'T' reinforcing member with End Driven Nailsr IOd Common (0.148'x 3,',min) Nails at 4' o.c. plus (4) nails In the top and bottom chords. Toenalled Nailsh 10d Common (0.148'x3',min) Toenails at 4' o.c. plus 14) toenails In the top and bottom chords. This-detnll 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, Ato030051014, A14030051014 ASCE 7-10 Gable Detail Drawings Alt515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENCI01014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A1803CENC101014, A20030ENC101014, A20030END101014, A2003OPEDIOLO14 See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 'T' Reinforcement Attachment Detall 'T' Reinforcing 'T' Reinforcing Member Member Toe-naft - Or - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length <based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Jeb_Le.ngth—Increase w/—`T' Brace 'T' Relnf. Mbr. Size 'T' Increase 2x4 30 2x6 20 Example- ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP M3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30Y = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' a �� U— ALP .wwrnT� FIwNI� DAVNOiMc TTOODAwi.��cmtrna�cTINS MMwDa�� DWAU Rs Trusses "out" extreme care in fabricating, handlhg shipping, inS+atft and bracing. Refer to and follow the tateat edtlon of BCSI (8ultding component Safety wormatian, by TPI and SBCA) for safety practices prior to performing these functlon& Instattsrc shall pro'ldo tomporary braCr�p per BLSL Unless noted otherwise, top chord shall hove properly attached structural sheotlwg and bottom chard shall have a properly attached riggnd calling. LoCGVo S ahem for permanent lateral reseraan of webs shaU have braWp Installed par BCS[ cvctlons H3, 87 ar BIO, as op kable. Apply plates to each Face of +Hass and �es7tion as shown above and on the Joint Betas, unless noted otherwise, Refer to drawings 1604Z fa` standard plate positions. .�•t•"` � �j T°,,� `� V !� 'ri \r Ct,tt •�/` Zr�. 5,1 _ - N Er ' REF LET -IN VERT DATE 10/Ol/14 DRWG GBLLETIN1014 AN TTWODMWINY 133891ake1ront Drive Earth City. MO b3045 Alpine, a dvl4on of ITV Bu0.dny Conponents Group Inc shalt not be respanstbte for ony devlatlol from this drawing, any failure to build the +rues In confornanoa with AMSLTPI 1. or for hardUng, sNppb, i, instatiatlon o braeft of trusses. A seal on this d—ft ar cover Pape Ustft this drawing, incomes acceptance of prafessWrol englneerirp reaporlst>fllty soling, for the desgn aMwn. The adtobtity and use of this dra.ehg for airy structuPe Is the respens6tlty of the BuaeUng 1leslgner per AMSi/IPI I Sect a,.°r more Information sae thls Job's ganerol notes pope and these web snow ..... .�-.h....,., rel. - t,.x,�r....... tare.... N.,-e,,,a.�w�.,..,.,., irn ...��,.e�,..,,. - - - ST TE OF '',, 9 ��' , O Q R `v �� [� f�`� ` � �i. M$X, TOT, LD. 60 PSF UR. FAC, ANY MAX. SPACING 24.0' 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, )OKAttach each valley to every supporting truss wlthl (2) 16d box (0,135' x 3,5') nails toe -nailed 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 2xG, 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 IX3 - - 6-0-0 --- 1X3 (Max Spacing) Ix3 5X4/SPL Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of web, some 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 with+ properly attached, rated sheathing applied prior to valley truss Installation, Or Purlins at 24' o,c, or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. 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 1 Le-nalted 20-0-0 (++) _I Supporting trusses at 24' o.c. maximum spacing. 2X4 4X4 Stubbed Valley Optional Hip End Detail Joint Detail •s Square Cut Bottom Chord V all eevAtFWQee Rrao AND FOUMW ALL Netts ON PW BRAVDQ . ��4.. IVI'" TC LL 30 30 40PSF REF VALLEY DETAIL I (PDRTAW FIAtNISN UUS DRAWMW TO ALL CONTRACTm6S Oa.I M DE DGTALLERS. ��` rA :, Trustee Latest ,Utl— o core M PobNc C—p hond0np, Mg, hrtorU b T bra SB Refer to and ,��` ` 4 F:d, .s�.'� C DL 20 15 7 PSF DATE 10/01/2014 foUw the latest edltlon of SCSI CBuBdb+o ConportenS Safety i1, In latU by TPI and SHCN for safety q poro as prior to perfarnino +Fuse functions. Inst.U— shall provide t•nparory brockv per BCSL 1y tales rested otherilao, top cFww shall have property attached atrp tarot aheathina and bottom chod y/ � if DL 10 10 10 PSF DRWG VAL160101014 shall hove o property ottachetl ag =I=WtR. Lototlorm shorn for pernonent taterol roctralnt f ebs shall have bracing InctaUed per BCSI sections B3, 87 or BIB, as pplkoble. Apply plates to each iota Q 11 It�JJ� of tract and potltlon as chosn above and on tno .bht BetaBc, Wacc raGd awr.lae. _ EC LL 0 0 0 PSF Refer to dea•Inps 160A-Z For standard plate pesltlmre. alpine, a rYvlsron of m Bwldlno Conpoeunts crawpp utu shod+ not by rocpancmly for anyy aevwtion from _ r TDT. LD. 60 55 57PSF HN II1Na�MPANY ttJs dradno, any fat-; to b0d the trust In confornonce with ANSInPI 1, m for hortWnIt. shlppino, .tea v ATE E OF Instaltotbn s bracing oP trusses. A seal on U e drewN or, cover page UstN this dra•btp. Indcatec acceptance of prof•cslonat Penal'uertg nspansigltty safety far the destgt shown The sidtobuty and tee of this drotrato . Q /. (y i fr99 ; of UR.FAC.1.2S11.3311.1511.15 y ssr atitire m the rospo sbAlty of the Bird v Besprrr per NablTPL 1 Seca :� !, 13389 LakefroN Drive �� EaM City, MO 630a5 For mare tnfornation see tNs Jobs general notes ppoo a and these web sites+ i, SPACING 24,0' ALPINE wwwutdnett•caml TPp netpEnatnral SBCA, wwwsbcindust ycrgg ICO •wokccaf oro >>,�4�1F'�AI A I Em Piggyback Detail - ASCE 7-10t 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 DL= 5,0 sf (min), Kzt=1,0, Or 140 mph wind, 30.00 ft Mean Hot, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0. • Noter Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purllns. The building Engineer of Record shot( provide diagonal 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 Engineer's sealed truss design drawing. for piggyback and base truss specifications. Detail A r Purlin Spacing = 24' o,c, or less Piggyback cap truss slant nailed to all top chord 12 purlin bracng with (2) 16d box nails (0.135'x3.5') and secure Up to 12 U pchord side only ateachend)th 2x4 03 grade scab attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. 4' 2' ' Attach purlin bracing to the flat top chord using (2) 16d box molls (0.135'x3,5'). spacing = O.C. max -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 , Purlin Spacing > 24' o,c, Piggyback cop truss slant Walled to all top chord purlin bracing with (2) 16d box nails (0.13510.51) and secure top chord with 2x4 03 grade scab (1 side only at each end) attached with 2 rows of 10d box malls (0.128'x3') at 4' o.c. 12 Attach purlin bracing to the_fLat_top-chord — using-o-mintmun of Q) 16d box naps (0.135'x3.5'). 24' o.c. max Tap Chard Scab (Typical Each End) Chard Flat top chord purllns required at Depth both ends, purlin spacing > 24' o,c. Notei 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 Detall A. Lgli#fiilllll! ovARNINGM REM AND FOLLOW ALL, NOTES IN Tlas MAVINGI "IMPORTANT sa FURMSH THIS BRAYR6 TO ALL CONTRACTORS UICLUOOIG THE INSTALLEIM Trusses require ertrene core In fabrlcathg, handit, cHpOV, hstaNng and b—Ing. Refer to and Q` ,+ fotlor the latest IIIan of BCSI (111, Component Well [nforna1 by 11 and 11) for safety EVE f� pracI— prior to perforriAg these functions. Instalters shall prova(a tenparory bradnp p'IF r BCSL Unlwca noted othurwdaw, top chord shop have properly tt..h d structwN Wwathlrg eM bottpn chard IV shall have a property attached rlpld ceMilo. Locations shown far pernonent lnterol t shall have bri trvrst Installed per B I eand an the Joint BSO. a Was. no Appty plates So each Fnce of truss and ppgs 16l ae shown above Man the is.BPtoIC. UYIleL6 noted othvrwlse. Refer to drorinps 160A-Z for standard plate positions. Alpine, a dvlsion of ITV BWInc shaft Components Group Ishalt rot be responsaxrom e for any devlatbn f1'0 C: AN 1IW COMPANY this drawing, any falture to bulld the truss In conforname with ANSUIPI 1, or for harollha, shipphp, O 'qT� OF hstatlation L braelnp of trusses. A seal m ttds drowho or cover pope Ilsthp this dr-Ing, hdleates acceptance of professlornl t✓r nn Q trgheerwg respv�0.lttyy solely far the deslgn shown The sultnhUty ar roe of this drowft V ' for ony structure h tlx responybalty of the Bultdhg Oesgnar per ANSViPl I Sect. A 13389 LaKe'ront Drive The top chord p3 grade 2x4 scab may be replaced with either of the following, (1) 3X8 Trulox plate attached with (8) 0.120'xl.375' nails, (4) Into cap TC & (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' nails. Note+ Nailing thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methods- Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trutox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c, with (4) 0,120'x1.375_�--na11s_lnto-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 sheathin8 gussets (each face), Attach @ 8' o.c. with (8) 6d common (0.113'x2) nails per gusset, (4) In cap bottom chord and (4) In base truss top chord, Gussets may be staggered 4' o.c, front to back faces. 2x4 Vertical Scabs 2x4 SPF 142, full chord depth scabs (each face). Attach a 8' o,c. with (6) 10d box naps (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 @n8' o,c.BAttachplteethctoppipback lto it tifaceOF fabrication, Attach to supporting truss with (4) 0,120'x1,375' nails per face per ply', Piggyback plates may be staggered 4 o,c. front to back faces. Earth City. MO 63N5 ALPIND we► tplmltow.coni TPl ewe wwAphrstorgi SKA, rrwsboriidus"..ortu IM wwwhccofeorp °dPi,. �QNdI eta `.,t+�� SPACING 24.0° REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 A Hip Frame Details Hip Frame 2: 'R' Hip - ---purlins-must- frame chords be_ may be trimmed intact and properly up to attached. 2' to fit, Use this detail fort - ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, Residential, Wind TC DL=4.2 psf, Kzt=1.00 Lthed Hip -Frame- provided__by_ truss manufacturer. Hip frame is -designed to provide -bracing--£or_ Flat top chords of hip frame system where indicated. Flat fop-- -- chords of stepped hip system must be So, Pine lumber. Structur 4 panels must be properly attached directly To hia aP4!� K _iiWr:lins. -VARNMQ- READ AND FMIaV ALL NQTES a THIS DRAWING! Qom' GEN �'•. REF HIP FRAME --WMTANT— FURNISH THIS DRAWING M ALL f1NTRACMRS INCUMING THE DWAl1FRS, Trusses require .stone can h fahrkatlrg, handUnp, s"phg, hssWUnt and brackv. Refer to and ;`�� V� `stc f�� a DATE 10/Ol/14 fallow the latest edtlon of BCS[ (Bu0.drg CanpoaM Safety Informatbn, y TPI and SHCN far safety N pprrnctkec prior to prriorning these functions. '. * hers si. provide tenporory b—drg per BCSL z Unless noted otherrese, top chord shall have properly astoched structurcl ahem rg on bottom chord c DRWG HIPFRIB01014 shall tvave o properly attached Npld ceithg. Locotlonc shorn For permanent latewt res,_Int of webs, — chnll have hraW� Msentlad per BCSI sections B3, 87 or Bla, as applknmc. Apply plates to each face ST of truss and Vas tlon as shown nbow and on the Joint Det. wless nosed otMr.ISO. A E OF Refer to dr..1,W 16BA-2 for standard plot. positlons. = •Q Alp'sie, o dvtsbn of [N Building Ca+ponents Group Inc stall rat be responsible for any devintkm from +9 > Q` .4P) fTW 00MPfWY this draring any fature to b.Rd the truss h coffornence with ANSI/TPI 1, or for hn & shppkv, Q `O 1t1 Q' hstallatlon L brod g of trusses. er Yt* R `ll::�r- ' A seal on this drnNng or cover page Ustl g ttds dra l g, indcntes acceptance of professloml U'Yo 1 py naponshNttyy solNY for the de stnen. The svttabUty and lse of this drorYg�!ltite` 13399 Lakefront Drivs forU a sgirt,ct,re Is tine respor�Ility of ihv Hu0.aYg Designer per A=I; 1 f to ??sus/ f�N[j4 Earth City,M0.3.4. For tare Infornatlon see tills Job's penral notes page and these web sites /////AIINhltttittt ALPINE. rrralpineltwcoml TPIi rev�tphutargl SHCN w.e.cbclMuctryargl ICO rreJcecafearg JIV1JVaJ ��a _gZyl'�" 1) s'j '3ad 'zna dSd Tl 3 M T t,mansaloaa Dma dSd l(l yT/TO/01 31VQ dSd lQ 31 '�SgnS a13 d321 dSd ll 31 .Julad gDoS wceivsssl.0 OA rw A-4 nPWsgs'u. -MS r9Jo'isWMi gdl ruvs'•ileNol°'•,• '3NldN ,sails qa. asa4i pun -Bud saiou ivJauaB s,gol sMi aas uel{9YJC•{tq aJou JoJ 560E90W'k!74Ys3 .-n I IavisNr Jae "arsw WpLng a4i do (Wcl uvdsaJ -p w a+ydn Sq Cw �Oi a^p4 wo,Iv„e�saeel Oy,vJp sly; io am w,v .t31Aq°ilns all �+°o4s wBrSaP wp Jvd Rlaps .tiN4l�dsaJ dnJ,w�Bua pugssai—d do asuvidasso saimPr9 'ai°°Jp ST4 �ulis8 aevd Janos Jo 8iM°-P sFq 1°u V a+IddNs re PuW Jod Jv ' •aasanJi do BulsoJq 9 ugi-'p ' g �I i IdLISNr 4iP asuvu.,oiuos W sanJ} a44 Pyn9 of anyvi ,Wv B....p w .lP1�WQ7 Aku Ji uolioµap .tw Joi airpsuodsaJ a9 im+ lloys oul Iuo d Sim.401d -p EWPI Al] io sC.I. 4 ° ',4 ,4 EON4_� D NY sugiisod aivld PJopuois Joi 2-r091 c0uI.oJp of Jaiay Irju�__1�11 •asl•Jsyio peiw as,pn •syvya8 iWor• 64V uo Puv ,AOgV u.o4s sv ugirsod Pu° 5s 44..N ,svi woa of sai°ld Addy ,pagpdv w 'ore Jo 'Es sugis s I s Jed P+Imisb 4uP°Jq anw 1PrP :qa. io 4.r.4 aJ 1°Jaivl ;.U.—*d —,4 .e p sugivso� r41las plgJ pa pvil, RMadud v anv4 1p4s A otp uofJ oq pw Ewwvays 10 f%-J}s pa4svi}v .tlJadoJd _4 11°4s PJo4s dol. 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(s)gDos AlddV I:�uawaDJO JulaN WODS 'dulaa-1 'dula2l-1 ji '4}6ual Aagwaw clam 3o /08 wnwlulw D sl �agwaw Sup do julab •o-o ,9 :D 5111ou (ulw'.0'Ex.821'0) POT 4;.Im LID4:�V •aJDj moj Du clam 3o apls ja4}la on,, AlddV 3u1a21-1 .,o I_,�uawaD.AojujaN--j 3u1a21-1 140 �uawa�.�o�uia�-1 uoiq-n4-iq-sc{ns jaclwaw 'qam 4o aDoj Lp,oa o;- gDos (l) AlddV qam jo aoD3 aplm uo gDos .da:�uaj OK) u6lsap papas s,Jaaul6u3 uo aslmja4:�o palfpads ssalun Aagwati qam uo4} Aa}gaq ao apDA6 puD sapads awes aq oa. }uawa:)jo,4ula.A Boos Ao r.-+.uawao.4o3ula.4_-I 4.uawaDao juja 4_ j —M5x2-2 gx? SMOJ 2 8x2 8x2-1 9x2 mou I 8x2 eloyx2-2 9x2 smo.a 2 9x2 9x2-I yx2 mo,1 T 9x2 yx2-2 9x2 smoj 2 yx2 Jo Ex2 yx2-1 yx2 mo + 1 yx2 140 Ex2 '3ulab gDoS 'dulaZl -"1 .ao -1 }upD gsab azlS }uawaoajojulay and}Duns}lV 813 pa13padS jagwaW qaM 'adA4. }uawao io3ulau a}Dlido.iddD 4:�Im u6lsap un,i-a A ':�uawao.Jo,fula.a aAl}Du da4.lo wnwlulw Jo j 'aAI:.DA.Aasuoo aq A -ow molacl :�,aDyo ul pa13Pads }uawaoJofulaJ aAI}DuuajlV -Ouawaa.Ao,4ula.i gDos uo }.uawaoa io,4ulaj-1 .ao Iuaw9o,4o3ulau-1 o4. su6lsap paloas Ald_ al6uls uo umogs bl3 pal3pads a44. 6u16uo4o A03 algDollddD Aluo sl 11D}ap slN1 lsa:�ON 'pa,41sap sl po4}aw 4.uawao,Ao,4ulaj clam aA4'0U.Aa4.lD uD }nq u6lsap ssnx} D uo pal,4pads sl (810) }ulD.a,sad 1D.la}D1 snonul:.uo3 D ua4m pasn aq oa. sl 11D}ap sl41 6uiDJoJuia�{ I Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chard Member forces may be increased for Duration of Load or web member. This design is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed, Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (U = Minimum nailing distance on each side of damaged area, (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Applyy one scab per face, Minimum side member length(s) = (2)<U + <B) Scab member length (S) must be within the broken panel, Noll Into 2x4 members usng two (2) rows at 4' o,c„ rows staggered, Nail Into 2x6 members using three (3) rows at 4' o,c., rows staggered, Nail using 10d box or gun nails (0,128'x3', min) into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f. This repair detall may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in loads, s L so L 4' o,c, --i Typical F— + O + 0 + 10 + 0 1 - -0 +- - D__+- _-- 0 + 0 + —1 2' f— -- - - Stagger = Back Face lOd Box C0,128' x 3', min) Nails, = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staggered 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 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 4 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3540# 4070# 4445# Web or Chord 2x6 �3�460# 5# 5280# 6095# 6660# s L MWnum B - -_ -- - - ---- L DfUnce ------------- \- Kntmum L Distance 8 L L \ �f L Nail Spacing Detail I�' -' ' , L I7 �� Q II IL_ll� ILI=IIJr-+ AN 17W ODMPAW 13389 Lakefront Drive Earth Ciry.M0830d5 mARNulm. READ AND FOLLOW ALL NOTES [IN TNa DRAVDtGI''., tsDIPORTANTv rUaGSH THIS BRAVING TO ALL C04TRACTOM INCUMM TW INSTALLERS. Trusses require xtrene care In fabricating,hardtl g, shippino, Installer and bracing. Refer to and+� roils the latest ecitlon f BCSI (BuerBng Comnent Safety Infar,wtlon, by TPI and SBCA) for safety practkes prior to performing 'thesefunctions. iperty a t the pravWe temporary riftg = per c unless noted otherrlse, top chord shall have properly attached structural sheathing on bottom thaw shall have a properly attached rlpd e¢e119, LUC¢Slanr shown for pormanent lateral restraint of webs shall have broth Installed per BCSI settle", B3, 97 or Bill, as apdkable. Apply pent- to each Face of truss and position as sham above and a the .bht Beta4s, Lairs, rated otherwise. Refer to dne4�gs 160A-Z for standard plate positions. zne, a dvlslon of ITV Building Components Grow Inc. shall not be responsible for ony deviation fromy�(1 this drawing, any FoRwe to build the truss In conformance with ANSI/TPI 1, or for harden., shipping, 6lstallatlon L bwcb,g of truster. A seal an this drawirp ar rover page lists g this drawing, I dcates accept—. of prof¢csionnl ergtr,eerYg responslWUty solely for the design sham The suitabsity and uws of this drartng for any structure Is t ¢ respar sttillty of ¢ Bu0.drg Beslgner pergg ANSI/TPI 1 SecB ALPUE, moalpineltw.ramfoTPhsee w tpbv6orgf SBCA! w�socnotes 1ndustryorQJ ICO wdccrafearg e and 'these web siltorcif/q//H/ �.e` ^ EN r1 �+ * NrO� o r /� I t C 0 v� � ¢f ',fj�`r47�vh1 R i tt�`, ttlltlltt REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD101 4 SPACING 24,0° MAX a THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY . TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. STANDARD BOTTOM CHORD FALSE FRAME DETAILS SPACING AND IOPSF MAX. CEILING LOAD., WITH THE EXCEPTIONS �\ NOTED ON THIS SHEET I 4' 0' OC MAX. LENGTH TO TRIM f EXISTING FILLER - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL. - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS. - LOCATE VERTICALS AT 4'-0' 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-FL-A-T—BO7TOM— 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 D❑ NOT USE THIS DETAIL F❑Ri 1. STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOP 2. INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS. 3, LOADS IN EXCESS OF 1OPSF CONNECTED TO THE FALSE FRAME, 4, DRAG LOADS CONNECTED TO THE FALSE FRAME. 5. TOP CHORD APPLIED FALSE FRAMES. 6, LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL. 7, VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'—O'), 8, FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS, N❑TEI FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH J❑INT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT .SPLICE), _ - 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 BLC - 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 J❑INT 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 1B' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE J❑INT, ATTACHED WITH (6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE J❑INT (ONE FACE ONLY), -VARNMU- READ AND FMIMV ALL MTES aN THIS IRAV= .eli MTANr FLWAV THIS DMVW TD ALL WiTRACTUtS D C=M 1W INSTALLERS. �o�' J�1. Ivuy.9% 'o-r REF BC FILLER Twssef require extreme care In fabrkating, hendgnp, ti pin�, sn>:tnulr� a„d 1 r.Ck p R.Fer to nna '''did'„ DATE 10/Ol/14 Fdlow the latest emtbn of BCSI <Buttdng Carponent Snie In orrntlon, y iPt and WA) for safety prior to parfor.mg the.. fumationz Instillers shall provide t nporary .dn Per BCSL QC� \GINS, �``� DRWG REPBCFIL1014 Pclips w"ess rotes othe top chord sWt haw properly attached structwol shm g and brttom a N yw4 shall have n properly attached Ngfd sections t" to e h sibs Locations room For permanent Apply plot" have i sections ➢h or Bto, es op kabl.. Apply plrtes to each face a �� MbrocingP.-I l.minstalled.per oshallft J on as form above and to the Joint Details, ess noted oth.nWe. of trots and drawings Refer to drorinps 169q-Z for standard plate positions. Y Aipb,e, a raYlsion Of ITV Bu4dlnd Conponente Inc shall roi bs responsible for any deviation P fJ` A OF ANRWODMIRANY tNs d-axtrg, ury Falvre to bWld the iwss in conFornance xtth ANSLTPI L or For han�R6g, eNpp4g, hsLnllntion L braclrg oP twssea A sent om this dw.lmg o cover pappaa liotig pHs drnekq, Yidicetes ncceptarx:e of professianl Por the design TM wtrbalty of this dra.ing '��' o�v ` Q 133A9 Lakefront Drive n solNy shorn and use for a�e� responsb0.lty oP the RWdVg llestgrier per ANSI/TPI 1 Sec2 ire �`f�t \��" (:arch City, MO 63045 For more Information see this Job's gen.rol notes page and these .eb sites, ALPIND e.aaU9melt.mi TPIr ...,tolnstaroi SR eee.sbcimd strvcro, ICO ...Jccsafe.crg co �\r�` 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'x3.0e, min) nalls at 8" o,c. plus clusters of four nails where shown in figure below 00. NOTE: #2 is the minimum lumber grade allowed for all species. NOTE: Add 210# uplift (max,) to reported truss uplift for wall connections, L 24° MAXIMUM `ttttti1t444444A y fff� oVARMNREAD Arm FGLLov ALL N13TES [IN TMS HRAVRs3 �` `\ '�� REF 2X4 SCAB O.H. eeOd'ORTANTu FTsiMsi TM— NtS HRAVM Ta ALL CONTRACTORS DCLMM'M MTALLERs. `` \v !I� '� T❑TAL TOP CH Trusses raqu6�e e.treme care 1. fobi lcatang, handthg, shiope+w otstalgnp and BMrJng. R.Per to and �` �GIFEN (C�% LOAD NOT TO DATE 10/Ol/14 folto. the late¢t edition of HCS1 (Mang Component Safety Tn orratlon, by TPI ana Secro for safety _ % EXCEED 40 PSF pwcticos prbr to perforn7nR these Functlans. Install— shall provide tenparnry hrndnp bolt chord ._ ecs noted ather.lse, top chord ¢hall have properly attached structural shaa No (DEAD PLUS LIVE) DRWG ❑HSCB2X41014 shall have n properly attached rigid cell Locatbna shown for permanent lateral restralnt of webs 2 ALP �j chatl hove brodng tnstoltad pvr BCSI sections H3, H7 or Hfe, ns appllcnbma Apply plates to each face = y. Ill �f�-w f truss aM ppoosltlan as shown ahove and on the Joint Hatals, unless noted otlmr.Ise. F ReFer to drawings 16OA-Z for standard plate positions. AYE C?P Alpine, a dvtslon of ITV &tltain Components Group Inc shall not ba respondhle Por any tlevlatbn from S ` Aia MCOMPANY this drowhg, any foflure to 11 the truss In conformance with ANSVTPI 1, or for handling, sh hstalmtbn 6 bracin of trusses. A sent on this drawing ar cover page Nsthg this draelmo, In k tes ncceptornce of professloal ar `r tr attre is ttin:.e¢yp n°= SKr af�` a amdhg ZVb=ANoidsvrnl of eccz this d"°""g fi s��•� DUR, FAC, 1,15/L25 73389 Lakefront Orive For mare information see this job's eneral notes page and these web sltesr NAL� J� w Earth City, M063g45 ALPING www,alp1matty-1 TP16 wwwtphztk ill SHCM eww.sbc1mdustry4r9l ICP wewlccsafe.org 9gfR�� 11ttt SPACING 24 4 . i I Oi 12 (2) 16d TOE NAILS 1 (`VARIES OPTIONAL SCISSORS BOTTOM CORD s (2) 16d TOE NAILS j 8-0-0 MAX. SPAN I TYPICAL END JACK (EJ) N.T.S. I i 12 (4) 1.6d NAILS � VARIES � See Connection Detail #i ' �_ Of'TIONAI. WEB CONFIGURATION —(4) 16d NAILS See Connection Detail TYPICAL CORNER JACK (CJ) N.T.S. TYPICAL CORNER SET INSTALLATION i TILE: SHINGLES: TOP LIVE LOAD: i 20 20 TOP DEAD LOAD; 15 7 BOTTOM DEAD LOAD: 10 10 TOTAL: I 45 37 STRESS [INC. 1.25 1.25 WIND DESIGN: M 160 MPH PER ASCE 7-10 MA i4" O.C. "WARNING" Read & Fallow all notes on this drawing. Furnish this drawing to all Pontractors including the installers. d Jack v CONNECTION DETAIL (BJ) m = (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & BOTTOM �m�GJ 2x4 SYP Nailer 16" Long Top & Bottom use 16d Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. 12 BVARIES (4) 16d NAILS ��/��, See Connection Detail 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. �_11JU 11111ep +� .;; G�EAIg��C`�. d ® No o v 0 J X w STATE OF 411v Q C 0 R I 'D. �O,ees 1/1111111 MANUEL MARTINEZ, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182