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HomeMy WebLinkAboutTRUSSRANEY COMPONENTS Qne+J 19900 Independence Blvd. Groveland, FI 34736 Dlllrl0l18j1rS, LLc. Phone: (352)429-9429 Fax: (352)429-7429 --Job Information: Address: Customer Name: Creekside Lot 93 ` DR Horton 8565 Cobblestone Dr Description: City, State, Zip: 4EAB Aria "C" Ft. Pierce, FL i Cover Sheet Order # JOB # 136DCS093 Printed: Fri, Aug 25 2017 FOR Name and License Number: • —Loading Information: Roof Loads: Floor Loads: TC Live: -, TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead: , 20 7 0 10 0 0 ; 0 0 Bldg. Code: Wind Sid: Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages or sheets covered by this seal from: 1 thru 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 A8G 10 A9G 11 B1 12 B2GE 13 C1GE 14 MV1 15 MV2 16 V1 17 EV 18 EJ7A 19 BJ5 20 BJ3 21 BJ1 22 CJ7 `\\\\111111f1I�� • No 0 71 2 e� • STATE OF •1U: %�,�• ,c p, ;'.moo Tfle COPY Page 1 of 1 RANEY COMPONENTS CIney 19900 Independence Blvd. Groveland, FI 34736 omponentS LLC one: (352)429-9429 ` (352)429-0304 " Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS093 Printed: Tue, Aug 1 2017 rov inrormar►on: Address: EOR Name and License Number: tomerName: Creekside Lot 93 Horton 8565 Cobblestone Dr cdption: City, State, Zip: AB Aria "C" Port St Lucie, FL Loang r n oma tion. Root Loads: floor Loads: TC Live: TC Dead: BC Live., BC Dead: TC Live: TC Dead. BC Live: BC Dead:, 20 7 0 10 0 0 0 0 Bldg. Code: Wind Sid: 197nd 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 SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO 1 Al 2 AtA 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 ABG 10 A9G 11 B1 12 B2GE 13 C1GE 14 Mv1 15 MV2 16 vi 17 ER 18 ERA 19 BJ5 20 BJ3 21 Bit 22 CJ7 Digitally signed by Manuel Martinez Manuel D present tive, ou=M AACES Business Representative, ou=M AND E ASSOCIATES A., cn=Manuel Martinez, =A0109800000 `1)\,P,.9.2342.19200300.100.1.1 0`,14 B4CF8_ff 960000211 F I n �-' "Date 2017.68.01 13:59:51-04'00' Adobe Acrobat DC version: 2015.006.30306 40 019A38 Ff 55 8180 88 7F48 00 99'iE 85 F8 Thuitem hmbeeinalerarrada5�z gdWdualadleykzwelMatins, �E{fL. t€c.�flttt3,{� � da9'�ahiswn aQm� 3g aSHra.i arathnatkatter.�a- t tadcopiat:edd&dovrment motctnu6 ed%tp od ilvsrlod �zC tic.sita>: avAhenCcattessr�ti¢mwst�m narif3edc3ta�rr9cctra� vWax. [File COPY Page 1 of 1 Job Number: 136DCS093 4EAB Aria "C" /DR Horton MEAB Aria "C" Truss Label: Al T10" 1 14'4"7 I 3X4 D 12 6 p 0 0 5X6 C ==4X6(A2) B A P O N 012X4 =3X6 I =3X4 Ply: 1 SEQN: 635713 / T8 / COMN City: 7 FROM: AH DRW: Wgt:221.2lbs / ... 19'4" 24'39 "'10° 38'8" 1'11"9 4'11"9 6'306"7 7110" E_5X6 Fg 3X4 (a) k45X6 G (a) (a) M L K J =3X8 =3X4 =3X6 1112X4 08/01/17 I W r1 7 8"12 + 474 + 271, 53"1 2 0"15 4'3"4 + 7 8"12 �1 ' T8"12 12' 14I0"1 19'T 247"1 26'8" 30T% 38'8" Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Def11CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: N�jI 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): 0.168 L 999 240 B 1606 / 692 / 936 / - / 433 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NAi Cs: NA VERT(TL): 0.367 L 999 180 H 1606 1692 1936 / - / - 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.070 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C 1 HORZ(TL): 0.153 J - - B Min Brg Width Req = 1.9 Code /IM!sc NCBCLL: 10.00 Mean Height: 15.00 ft H Min Br Width Re 1.9 Criteria Creep Factor. 1.5 9 q Soffit: 2.00 TCDL: 42 psf BCDL:5.0 psf P Bldg Cod g FBC 2014 RES MaxC CSI: 0.615 Bearings B & H are a rigid surface. e: ax Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.548 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 It Rep Faactors Used: Yes Max Web CSI: 0.616 Loc. from endwall: not in 9:00 ft FT/RTO(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate T Chords Tens.Comp. Chords Tens. Comp. pe(s): Wind Duration:1.60 WAVE VIEWVer:16.02.01D.0314.13 A-B 27 0 E-F 1083 -1835 B - C 1398 -2866 F - G 1219 -2327 Lumber C - D 1219 -2326 G - H 1399 -2867 Value Set: 136 (Effective 6/1/2013) 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) Chords Tens.Comp, Chords Tens. Comp. Lumber value set "138" uses design values approved 1/30/2013 by ALSC B - P 2484 -1085 M - L 1989 -774 td P-0 2481 -1084 L-K 2482 -1092 Bracing O - N 2481 -1084 K - J 2482 -1092 (a) Continuous lateral restraint equally spaced on Or 1x4 "T" 80% length 1 rr w N - M 1988 -750 J - H 2485 -1092 f member. reinforcement. of web member. Same species & SRB grade or better, ° attached with 8d Box or Gun (0.113'x2.5",min.)nails e Maximum Web Farces Per Ply (Ibs) �+ 6" oc. I oaf a Webs Tens.Comp. Webs Tens. Comp. P-C 289 -13 M-F 457 -710 Tray Scab(s) C - N 388 - 565 F - L 476 204 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach N - D 475 -204 L - G 388 565 scab to face of chord with: Nails @ 8" oc, plus BRG.: heel: 1st D - M 457 - 709 G - J 289 15 additional nail clusters at (0), (0), (0). �TA E J'. E - M 1320 -720 panel point: 4 '. ft Loading V, �' Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide " clearance. Ron 4 Wind 40 01 b 38 FP 568 SO 887F48Oti 992E 85 Ftt Member design based on both MWFRS and C&C. TFU 11arnI= aydr=&-.,W%�p £d �d-:eaW by raaasyss Wainer, P£ (F{.. Idc,�Lr:82.{ unt�ads�asfraavn aLm•� U�n�aSH�3 a d tiff carAR . "WARNING" READ AND FOLLOW AL —IMPORTANT** FURNISH THIS DRAWING TO ALL icable. Apply plates to each face of truss and position as is 160A-Z for standard plate positions. a division of ITW Buildin Components Group Inc. shall nc conformance with ANSI PI 1, or for handling{ shipping, ii this drawing indicates acceptance of pro essfona e ie of this drawing for any structure is the responsibil doo��ram votc_%sifm!d sspasland waled ON THIS DRAWING! :TORS INCLUDING THE INSTALLERS bracing. Refer to and follow the latest edition of BCSI (Building performing these functions. Installers shall provide temporary :hed structural sheathing and bottom chord shall have a properly s shall have bracing inslalied per SCSI sections B3, B7 or B10, ve and on the Joint Details, unless noted otherwise. keferto lsible for any deviation from this drawingg any failure to build the and bracing of trusses.A seal on this drawing or cover page_ ) responsibility solely for the design shown. The suitability Job Number: 136DCS093 Ply: 1 SEQN: 635717 / T221 COMN 4EAB Aria "C" /DR Horton MEAB Aria "C" City: 2 FROM: AH DRW. Truss Label: Al Wgt: 257.6 Ibs / ... 08/01/17 �19'4�" 24'3"6 1"5"1Z� 14'4"8 1T10"4� 2i_ 1'1"1�2 30'10" 36'0; T10" 6'6"6 3'5"12 r1'9"-1� 6'6"8 7'10" Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " M5(4 Min =5X10 I92X4 102X4 =5X10 =3X6 112X4 7'6"13 4'3"3 2'2°12 3'9"4 3' 3'S"4 2'2"12 4'3"4 7'812 1� 7'8"13 12 14'2"1 18' 21' 24'5"4 26'8° 30'11"4 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: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.87 ft Loc. from eridwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "'I3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. P in c 6(A2) Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): 0.180 O 999 240 B 1523 1690 1935 1- / 433 18.0 Lu: NA Cs: NA VERT(TL): 0.416 O 999 180 J 1523 1690 /935 / - / - 18.0 Snow Duration: NA HORZ(LL): 0.092 L - - Wind reactions based on MWFRS HORZ(TL): 0.213 L - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 1.5 J Min Brg Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.584 Bearings B & J are a rigid surface. TPI Sid: 2007 Max BC CSI: 0.557 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.834 FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1406 -2320 B - C 1395 - 2690 G - H 1351 - 2379 C-D 1211 -2132 H-1 1211 -2132 D - E 1337 - 2330 1- J 1395 - 2690 E- F 1372 -2263 J- K 27 0 0 40 01 5A38 FF 53 8180 BB 71748 00 992E 85 FB rhU Itemize bx ele�.ps ned and scaled by VaalMardw; AffL Uc.im7.rH3] on thedaffi aruraian at,,-m wkiga SrWl aa2ffiacs6ka3�ssadc. rem"Vd CrPl=aa "do:mrt = mat camI ersd ssgrre:i=9 sV�lad =dtheIVA-1 WAh0Dt1kaSZAWisms:sheVtdf=duttMYdeUrar1k wpies. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B-U 2327-1081 P-N 12 -6 U - T 2324 -1081 N - M 2324 -1090 T - S 2324 -1081 M - L 2324 -1090 S-R 12 -5 L-J 2327 -1091 Q - O 1847 - 646 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. U-C 293 -12 F-O 962 -619 C - S 390 - 581 O - P 36 -2 S - D 247 - 681 O - G 140 _ 44 S - Q 2129 - 871 O - H 509 - 227 D- Q 331 0 O- N 2190 - 920 E-Q 149 -42 H-N 312 -796 Q-R 45 -2 N-1 391 -582 Q - F 935 - 607 I - L 293 -15 "*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI '*IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating'handlin shi ping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI andSBCA) foi satPety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted ovherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. AppTy lates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. (Refer to 60A-Z for s�andard plate positions. a division of failure to build the g or cover pane in. The sui bility I Job Number: 136DCS093 4EAB Aria "C" /DR Horton MEAB Aria "C" Truss Label: A2 T10" 12 6 p m o 5X m4X6(A2) B A Q221.2 Ibs I FROM: AH 711 / T7 /SPEC I DRW i 14'47 I 19, 24'3"9 30'10" 38'8" 6'67 4'7"9 5'3"9 6'6"7 T10" =5X6 E 3X4 D Fz�3X4 (a) Q5G6 (a) (a) 08/01/17 0 �X6(A2) P O N M L K J 1112X4 =3X6 =3X4 =3X8 =3X4 =3X6 1112X4 1' 7'8"12 4'3"4 2'01 10'6"2 2'0"1 43"4 7'8"12 i 1' F 7'8"12 12' � T 0"1 247"1 } 26'8" 30'11 "4 ' + 398" i Loading Criteria (psf) Wind Criteria SnowlCriteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NAi Ce: NA VERT(LL): 0.168 L 999 240 B 1606 / 684 / 934 / - / 427 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.367 L 999 180 H 1606 / 684 /934 / - / - / 8.0 Risk Category: 11 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 H Min Br Width Re 1.9 NCBCLL: 10.00 Code 1 Misc Criteria Creep Factor. 1.5 9 q TCDL: 4.2 psf Bearings B & H are a rigid surface. Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.615 9 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 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 Loc. from endwall: not in 9.00 it FT/RT120(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 1 WAVE VIEWVer:16.02.01D.0314.13 A-B 27 0 E-F 1061 -1835 Lumber B - C 1379 -2866 F - G 1199 -2326 C - D 1199 -2326 G - H 1379 -2867 Value Set: 13B (Effective 611/2013) D - E 1061 -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 (lbs) Lumber value set "138" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - P 2484 -1066 M - L 1989 -759 P - O 2481 -1065 L - K 2482 -1077 Bracing O - N 2481 -1066 K - J 2482 -1077 .. d� (a) Continuous lateral restraint equally spaced on " N - M 1988 -731 J - H 2485 -1077 member. Or 1x4'T" reinforcement. 80% length of� web member. Same species & SRB grade or better, Maximum Web Forces Per Ply (Ibs) attached with 8d Box or Gun (0.113"x2.5",minJnails s @ 6" oc. r 1 - Webs Tens.Comp. Webs Tens. Comp. a P-C 289 -13 M-F 463 -709 Tray Scab(s) C - N 368 - 565 F - L 476 - 204 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach r N - D 475 -2D4 L - G 389 -565 scab to face of chord with: Nails @ 8" oc, plus D - M 463 - 708 G - J 289 -15 additional nail clusters at: BRG.: (0), heel: (0), 1st %STATE OF M - E 1319 -724 panel point: (0). � % Loading Truss passed check for 20 psf additional bottom ems+x chord live load in areas with 42"-high x 24"-wide clearance. # SERX Wind 4001 A38FF5081808B7F4800992E,95FB Member design based on both MWFRS and C&C. ir�r„akrrcaysnca�s2 �aiadtrywa�freanmz, nfrL. I.ir. 78�Z¢on a siwswn at 3va u^.'tng.85N&.Y P�bfxd coplld5 dxm"Mt we got amil vul swadznd 5ti8iti+d zat dwVi3 en6ca4iin=de ra-tiatxwMd.m as� div.1mk caom "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, handlin shipping, instal !ng and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) fo'r safety practice prior to performing these functions. Installers shall provide temporary bracing per BCSL Unless noted ovherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached n id ceiling Locations shown for permanent lateral restrain{ of webs shall have bracing installed per BCSI sections B3, B7 or BID, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z For standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not bill 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 essiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS093 Ply: 1 SEQN: 635709 / T6 / HIPS 4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 2 FROM: AH DRW: Truss Label: A3 Wgt: 236.6 Ibs / ... 08/01/17 7'10" 14'2"12 17' 21'8" 24'5"4 30'10" 38'8" 710" 6'4"12 2'9"4 4'8". 29"4 6'4"12 7'10" 05X6 �-5X6 E F 10:5(4 =3X6 m4X10 a3X4 m4X10 =3X6 1112X4 7'8"13 4'3"3 2'2"12 5'1"4 5'1"4 2'2"12 4'3"3 7'8"13 1� 7'8"13 12' 14'2°1 19'4" 24'5"4 26'8" 30'11"3 38'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeftlCSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Defiection in loc Udefl L!# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.164 G 999 240 B 1626 / 694 / 940 ! - / 385 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.355 G 999 180 1 1626 / 694 / 940 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.070 K - - Wind reactions based on MWFRS EXP: C Des Ld: 37.00 HORZ L 0.152 K (T )� B Min Brg Width Req = 1.9 Mean Height: 15.00 ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 p 1 Min Brg Width Req = 1.9 TCDL: 4.2 psf Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.617 Bearings B & I are a rigid surface. BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.555 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 It Rep Factors Used: Yes Max Web CSI: 0.773 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 01 D.0314.13 A - B 27 0 F - G 1417 -2316 B - C 1467 -2911 G - H 1282 -2362 Lumber C - D 1282 -2361 H - I 1467 -2912 Value Set: 13B (Effective 6/112013) D - E 1417 - 2315 1- J 27 0 Top chord 2x4 SP #1 E - F 1140 -1832 Bot chord 2x4 SP 91 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 - Q 2524 -1149 N - M 1800 -699 Loading Truss for 20 bottom MAP ` Q - P 2521 -1149 M - L P - O 2521 -1149 L - K 2522 -1178 2522 -1178 passed check psf additional live load in areas with 42"-high x 24"-wide srrc ' " .a° O - N 1800 -677 K -1 2525 -1178 chord clearance. - ,- a. Per Ply Wind Maximum Web Forces (Ibs) Member design based both MWFRS and C&C. ft , * Webs Tens.Comp. Webs Tens. Comp. on AN a Q- C 292 -13 N- F 269 -195 a - C - O 391 - 573 F - M 751 - 502 ft ft D - O 263 - 256 M - G O E 749 502 M H 283 256 391 573 W. % - - - E - N 270 -196 H - K - 292 -15 40015A38 FF 55 81 BO BB 7F4B 00 99 2E 85 FB 3i',3# 1Cklssiras'cnccnalzza;'bfs,ned z�aind 6y fiUsvx¢7ldartinei6 not, tte.GLTta3(cm tttce#s�a atxsan¢at�a rr.�,g aSNd -3 al&?$iCZ aia$3aAA S3*.�a.. Ps�tadc easalthis dMtxcsaat_ mot canaccrad Apah-d salad amd ti�?:k, ar:tJtnmikati v,ctxA¢nc:.t 4a marlf3cd mayd"trank civics. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI ant3'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. APPiv Plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Pifer to a division of l Ni 1; or for h! acceptance f any structure ral notes page and for failure to build the g or cover pa e in. The su bility Job Number: 136DCS093 4EAB Aria "C" /DR Horton MEAB Aria "C" Truss Label: A4 T10" 12 6 p =4X6(A2) B A-_-g Wgt 239.4 Ibs I FROM: AH 707 ! T5 /HIPS I DRW: 14-2"12 1 ' 19'4" 23'8" 4' "10 30'10° 3&8" 6'4"12 9" 4'4" 4'4" "1 6'4"6 710" �5X6 102X4 =5X6 E F G 02X4 D H 1112X4 85X6 08/01/17 k I K "I R 1112X4 7'8"12 4'3"4 Q =3X6 P O N M =3X8 =-3X8 =3X8 =-3X6 1 Z2"12 5'1"4 5'1"1D 2'2"6 L ' 1112X4 4'3"4 7'8"12 1� 7'812 12' 14'2"1 19'4" 24'5"10 26'8" 30'11"4 3818" Loading Criteria (psf) Wind Criteria Snowl Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.164 F 999 240 B 1612 / 696 / 938 / - / 345 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.357 F 999 180 J 1613 / 697 / 938 i - /- 18.0 BCDL: 10.00 Risk Category: II Snow puration: NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.153 L - - B Min Brg Width Req = 1.9 Mean Height: 15.00 ft NCBCLL: 10.00 � Code / Misc Criteria Creep Factor. 1.5 J Min Brg Width Req = 1.9 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.612 I Bearings B & J are a rigid surface. g 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.554 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 It Rep Factors Used: Yes Max Web CSI: 0.624 Loc. from endwall: not in 9.00 ft FT/RT!20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate T7e(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE 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 - I 1314 - 2335 Value Set: 13B (Effective 6/1/2013) D - E 1465 -2276 I - J 1497 -2882 Top chord 2x4 SP 41 E - F 1270 -2048 J - K 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Botns. Chord Forces Per Ply (Ibs) n values Lumber value set "'I 3B" uses design Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - R 2498 -1184 O - N 1933 -820 Loading R - Q 2495 -1184 N - M 2496 -1213 Truss passed check for 20 psf additional bottoms live load in 42"-high 24"-wide fiwsab Q - P 2495 -1184 M - L P O 1933 L J 2496 -1213 2499 chord areas with x clearance. - xrr 0 'V' - -792 - -1213 * WindNo 047102Webs Maximum Web Forces Per Ply (Ibs) Tens.Comp. Webs Tens. Comp. Member design based on both MWFRS and C&C. 94 1: go rs R-C 291 -13 O,-G 260 -171 aft a e ' C - P 393 - 572 G - N 709 -542 STATE OF no D - P 349 - 231 N - H P-E 710 N-I 345 - 230 391 -571 -545 E-O 259 -171 1-L 291 15 op F-O 210 -232 PE M. I a'Aenl meted and the ca&ins.. —WARNING- READ AND FOLLOW At —IMPORTANT** FURNISH THIS DRAWING TO ALL a division of ii-v i,orrorn acceptance any structure as FF 5B 9180 BB 7F 48 00 99 2E 95 FB acts "pd�lcd.am9 xcaind 6y r,Sasazxt Mxrthtcs, {srn tAada?lcKtiflwn atra�t�ngaSNT i ic. fdn dacr wrA notmaad&nd dgnndand wind he6tia9mctsls must ba wrdfbd mwW dWmr& INCLUDING THE INSTALLERS ming these functions tInstallers shall provide temporrary uctural sheathing and bottom chord shall have a pro�erly nave bracing insTalied per BCSI sections B3, B7 or 10, on the Joinf Details, unless noted otherwise. (2efer to r any deviation from this drawing,any failure to build the :ing of trusses.A seal on this drawing or cover page msibility solely_for the design shown. The suitability Jol: Number: 136DCS093 Ply: 1 SEQN: 635705 / T4 / HIPS 4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 2 FROM: AH DRW: Truss Label: A5 Wgt: 215.6 Ibs / ... 08/01/17 . . 7'109 13' 19'4" '8" 30'9"7 r 710"9 + 5'1"7 6'4" r 6254 5 1.7 r T10„9 1 =6X6 Iu2X4 1112X4 m4X6m3X4 =3X8 !a3X4=4X6 112X4 1' 7'8"13 4'3"3 1' 6"" 6'4" 1' 4'3"3 7'8"13 1' F 7'8"13 12' 13 19'4" 25'8" 26' " 30'11"3 38'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.176 E 999 240 B 1616 / 699 / 931 / - / 304 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.383 E 999 180 H 1616 1699 1931 / - /- 18.0 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.071 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.154 J - - �) B Min B Width Re 1.9 q NCBCLL: 10.00 Mean Height: 15.00 ft 0 Code / Misc Criteria Creep Factor. 1.5 P H Min Brg Width Req = 1.9 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.633 Bearings B & H are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.513 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 It Rep Factors Used: Yes Max Web CSI: 0.412 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEWVer:16.02.01D.0314.13 A-B 27 0 E-F 1435 -2373 Lumber B - C 1531 -2878 F - G 1387 -2425 C - D 1387 - 2424 G - H 1531 - 2879 Value Set: 13B (Effective 6/112013) D - E 1435 -2373 H - 1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Sot Chord Forces Per Ply (Ibs) Webs 2x4 SP 93 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC B - P 2493 -1213 M - L 2103 - 949 P-0 2491 -1213 L-K 2491 -1242 Loading '!� O-N 2491 -1213 K-J 2491 -1242 Truss passed check for 20 psf additional bottom 24"-wide r wrap - N - M 2103 - 920 J - H 2494 -1243 chord live load in areas with 42"-high x clearance.. Maximum Web Forces Per Ply (Ibs) Wind Webs Tens.Comp. Webs Tens. Comp. Member design based on both MWFRS and C&C. P - C 263 -14 M - F 388 -236 C - N 369 -487 F - L 483 - 224 * D - N 482 -225 L - G 36B -488 STATE. o D-M W8 -236 G-J 263 -16 E - M 301 -376 40 015A38 FF 5B 81.60 BB 7F48 00 99 2E 95 FB iftm Item hnmbn ckdmAkOfz ad as9 amaled by Wmal Wrt[um Ef(A.lta.ad?tE2tcsr �'imdzt2 sfiar:�[a�m�ef�ngastih•L �:titanCuatt�rresdr nbud cepbuz ltfia dtrm==mrt0"miaeamd *nzd asmd.ealad at.e €f�.w:a3 as3lcemtScst:vmzcuSanut flaarer➢fedrxmacrgaSectrors3s wFins. —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 anr7 SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary bracing per SCSI., Unless noted o�thervvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 16OA-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> 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 prot'essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's qLneral notes pacle and these web sites: ALPINE: www.al ineitw.com: TPI: www. inst.o • SSCk www.sbcindu .com; ]CC: www.iccsafe.org Job Number: 136DCS093 4EAB Aria "C" /DR Horton MEAB Aria "C" Truss Label: A6 T10"8 T ,2 6 p g3X4C m 0 1 =4X6(A2) B y�i A Wgt 218.4 Ibs FROM: AH 703 / T3 !HIPS DRW i 11' I 16'6'1 19'4' 22'1"1330'9"8 i_ 3'1"8 66"1 { 2'9"15 r 7913 h 5'6"3 + 3'1"8 r T10"8 =6X6 IO 2X4 =5X6 1112X4 =6X6 D E F G H I t�3X4 S R Q P O 1112X4=3X4=3X6 =3X8 =3X8 F1' 78"12 46"1 5'7"12 7'8"12 11' 1, I 16'6"1 22'1"13 �K6(�) i =— X6M3X4 1112X4 4'6"3 1' 7'8"12 1 26'8" 2T8" 3 3"4 38'8" 3�� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA 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 / 701 1918 / - / - 18.0 Risk Category: II BCDL: 10.00 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 Brg Width Req = 1.8 Mean Height: 15.00 ft J Min B Width Re 1.8 NCBCLL: 10.00 Code Misc Criteria Creep Factor: 1.5 r9 Q TCDL: 4.2 psf Bearings B & J are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.602 g g Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI StJI: 2007 Max BC CSI: 0.604 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 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE I VIEW Ver: 16.02.01D.0314.13 A - B 27 D F - G 1614 -2475 Lumber B - C 1561 -2676 G - H 1604 -2475 Value Set: 13B (Effective 6/1/2013) 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 Lumber value set "138" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. ''s B - S 2312 -1238 O - N 2D48 -1059 Wind MA S - R 2309 -1238 N - M 2048 -1059 Member design based on both MWFRS and C&C. "�v R - Q 2D47 -1029 M - L 2309 -1267 Q - P 2047 -1029 L - J 2312 -1267 P - O 2493 -1298 o - a Maximum Web Forces Per Ply (Ibs) low Webs Tens.Comp. Webs Tens. Comp. S-C 236 -19 F-O 88 -93 C-R 332 -417 G-O 242 -279 TAT E OF D - R 397 -258 O - H 606 -379 �v. D - P 606 -379 H - M 397 -258 E - P 241 - 279 M -1 331 - 416 P - F 88 -94 I - L 235 -21 40 015A38: FF 50 8180 BB 7F48 00 99 2E 85 FB atilt ltem7rssbeara ahs�q�trcdats4 aealad try 1r1ar1 tanrtlhaz, M(rL. M.47113.[an Me daft Ahawm abova saffiag a5RA4 �tlsariCaazsscvie. tested top Iwcftfvsti=es A� mot =ntlsmd*Wdda i=lad =d tt`a--iAlI awhoo m* moade nuf tomiiNni caacr¢..deamr& ressies. "WARNING— READ AND FOLLOW AL —IMPORTANT"' FURNISH THIS DRAWING TO ALL a division of any f Fy INCLUDING THE INSTALLERS ]..Referto and follow the latest edition of BCSI (Building mmg these functions. Installers shall provide temporary uctural sheathing and bottom chord shall have a properly have bracing installed per BCSI sections B3, B7 or 10, on the Join Details, unless noted otherwise. (tefer to ,r any deviation from this drawing,any.failure to build the :ing of trusses.A seal on this drawing or, cover page )nsibilitysolely forthe design shown. The suitability ability r Jab Number: 136DCS093 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 / ... 08/01/17 i 12 9' 14'3"12 19'4" 24'4"4 29'8" �'0'1 "4 3818" 7'8"12 +1'3" 5'3"12 5'0"4 + 5'0"4 } 5'3"12 r1'3" 7'8"12 M 0 v =4X6 :5X6 =3X4 =5X6 =3X4 =5X6 D E F G H 1. i 1 1— R Q P 0 N M L" —3X4 =3X6 =3X4 =3XB =3X4 =3X6 =3X4 1' F 7T11"8 "8 2004 5'93'12 2531122 226084 34081 7'10"8 0 1214144'7 98 1' 38'8" Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 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 "'I3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# LOG R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.222 F 999 240 B 1523 / 703 / 900 / - / 222 / 8.0 Lu: NA Cs: NA VERT(TL): 0.513 F 898 180 J 1523 1703 1900 /- /- / 8.0 Snow Duration: NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS HORZ(TL): 0.160 L - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor: 1.5 J Min Brg Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.556 Bearings B & J are a rigid surface. TPI Std: 2007 Max BC CSI: 0.559 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.478 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver:16.02.01D.0314.13 A-B 27 0 F-G 1927 -3075 B - C 1593 -2686 G - H 1802 -2842 C - D 1758 -2638 H - 1 1758 -2638 D - E 1802 - 2842 I - J 1593 - 2686 E- F 1927 - 3075 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- R 2323 -1266 O- N 2873 -1554 I R-0 2187 -1142. N-M 2187 -1172 Q-P 2187 -1142 M-L 2187 -1172 P - O 2873 -1543 L - J 2323 -1295 -7f No' Maximum Web Forces Per Ply (Ibs) . Webs Tens.Comp. Webs Tens. Comp. C - R 400 - 328 O - G 273 -155 e R- D 491 -422 G- N 355 -484 TAT a D - P E 883 - 527 355 N - H H L 883 491 - 527 P - E - O -484 273 -155 - L - I 400 -422 -328 _... �s. :, F - O 198 -265 40 015A38 FF 58 8180 BB 7F 48 00 99 2E 85 FB MU he- T!a'sJmc¢tsokrsr gsLtmd aad=lad by m2aml turtb , £. ,Lk."7E921 on the dal¢ sfzwn at&m uing a 5sid.1 aA.thanr�ca'rada. Fig2tad'Cp§mafthat dw='o-twegot coxt ad1Pduei draaled a dthe si 'lAK'ffi nt"fimeodans: fha�ftdrataaryd"Irank re.^la%.. `"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI ancl'SBCA) 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 eceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or 610, e. A1)g plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to a division of r1 Ni T, or Tor n acceptance any structure failure to build the g or cover pa e rn. The su' blllty Job Number: 136DCS093 Ply: 1 SEQN: 6357211 T10 !SPEC r 4EAB Aria "C" /DR Horton /4EAB Aria "C" I Qty: 1 FROM: AH DRW: Truss label: A8G Wgt: 226.8 Ibs / ... 08/01/17 21'1"1 1 7 17'6"4 19 '4" 26' 6"126" 3518 5'8 '97' 4'10"4 1"1 4'10"4 " T %6X8(R) 11114 =5X6 =8X8 =5X6 1113X4 !/16X8(R) 12 C D TC2 E F G H TC3 T 6 N� T -4X6(AA2) B A J=4K6(A2) d 1 S R _6X8 P I NIIMN,tX6 L 1113X4 =4X6I 1114X6(R) 1114X6(R) =6X8 I113X4 21' 5'i 178" 7'1"12 4'10"4 8" 5'1"12 3'0"0 5'1"12 8" 4'10"4 7'1"12 1� F1' 7'1"12 12' 2 ( 17'9"12 20'10"4 26' 6 31'6"4 38'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20_00 Wind Std: ASCE 7-10 Pg: N I Ct: NA CAT: NA PP Deflection in foe Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.080 S 999 240 B 1513 1747 / - ! - l - / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.188 S 999 180 O 2910 / 1365 / - / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.024 P - - N 415 1134 / - I - l- 18.0 Des Ld: 37.00 EXP: C Mean Height: 15.00 ft 1 HORZ(TL): 0.058 P J 401 / 193 / - / - / - 18.0 NCBCLL: 10.00 TCDL: 4.2 psi Code / Misc Criteria Creep Factor. 1.5 Wind reactions based on MWFRS Soffit: 2.00 BCDL: 5.0 psi Bldg Code: FBC 2014 RES Max TC CSI: 0.528 B Min Br Width Re 1.8 g q = Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Sid: 2007 Max BC CSI: 0.734 I O Min Brg Width Req = 3.4 N Min Brg Width Req = 1.5 Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.785 J Min Brg Width Req = 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 T pe(s): Bearings B, O, N, & J require a seat plate. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 Maximum Top Chord Forces Per Ply (Ibs) Lumber Value Set: 13B (Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp_ Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: A - B 27 -20 F - G 1348 -646 Bot chord 2x4 SP #1 B - C 1346 -2721 G - H 569 -263 Webs 2x4 SP #3 C - D 1070 - 2170 H - I 569 - 263 Lumber value set "136" 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 41%10$ Special Loads -(Lumber Dur.Fac =1.251 Plate Dur.Fac =1.25)� �� " . Maximum Bot Chord Forces Per Ply (Ibs) TC- From 56 pif at 1.00 l0 56 pif at 7.00 r®`i* rVt Chords Tens.Comp. Chords Tens. Comp. TC From 28 pif at 7.00 to 28 pif at 19.33 x�. B - S 2366 -1147 O - N 610 -1294 TC- From 56 plf at 19.33 to 56 plf at 31.67 sr - s s m S - R 2396 -1154 N - M 258 - 97 TC- From 56 pif at 31.67 to 56 pif at 39.67 02 o 04. 71.„ R - Q 2396 -1154 M - L 258 -97 BC- From 4 pif at -1.00 to 4 plf at 0.00 Q - P 495 - 243 L - J 246 -103 BC- From 20 pif at 0.00 to 20 pif at 7.03 e BC- From 10 pif at 7.03 to 10 pif at 12.00 P - O 219 -453 BC- From 10 pif at 12.00 to 10 pif at 19.06 BC- From 20 pif at 19.06 to 20 pif at 26.67 . TAT Maximum Web Forces Per Pt Ibs y ( ) BC- From 20 If at 26.67 to 20 ff at 38.67 P P 4 39.67 z Webs Tens.Comp. Webs Tens. Comp. BC- From 4 pif at 38.67 to pif at TC- 200 lb Conc. Load at 7.03 ' C - S 720 -15B F - O 1063 -2237 TC- 171 lb Cone. Load at 9.06,11.06,13.06,15.06 C Q 101 O G 420 7.0 1TC6 - -270 - D - Q 506 -645 G - N 896 -769 427 174 lb Conc. Load at 19.06 Q - E 2059 -1015 H - N 266 -321 BC- 513 lb Conc. Load at 7.03 fl E - P --968 N - i -798 BC- 127 lb Conc. Load at 9.06,11.06,13.06,16.06 P-F 2025 -968 L-I 025 282 282 0 17.06,19.06 40015A3SFF5B81B0BB7F4800992E85FB �#&ltatn Aril claetscmis¢s�s rad'aar9 salad F+y i.SaxaW�B Marthcar� Wind €rc.ttc. m2laasi02 diftshswnalowwlnoasKta Wind loads and reactions based on MWFRS. senGtaee Frlaadcq aM tiv CWias. "'WARNING- READ AND FOLLOW ALL -IMPORTANT" FURNISH THIS DRAWING TO ALL C a division of ,I PI 1; or for n acceptance any structure as %gneA=d=Ind ON THIS DRAWING! :TORS INCLUDING THE INSTALLERS bracing. ,Refer to and follow the latest edition of BCSI (Building a performing these functions. Installers shall provide temporary :hed structural sheathing and bottom chord shall have a progerly s shall have bracing ins .Wiled per BCSI sections B3, B7 or 10, ive and on the Join f Details, unless noted otherwise. kefer to rsible for any deviation from this drawing,any failure to build the rnd bracing of trusses.A seal on this drawing or cover pa e lu responsibility solely for the design shown. The suitability ilding Designer per ANSI1TP11 Sec.2. Job Number: 136DCS093 4EAB Aria "C" /DR Horton MEAB Aria "C" Truss Label: A9G 17 12 -� 6 F;- co o =_3X10A(83)13 1 3� Ply: 1 Qty: 1 Wgt:215.6lbs SEQN: 635699 IT 19/ HIPS FROM: AH DRW. / ... 08/01/17 12'6"4 19'4" 26'1°12 31'8" 38'8" i 5'64 + + 6'9"12 6'9°12 } 5'6"4 { 7' =6X8 m7X8 =6X8 m6X6 C=6 6 ". D TC2 E F TC3 G T (a) (a) (a) W4 in :�H X10(B3) a 1 P O N M L K J 1112X4 m5X6=H0308 m6X12 mH0308m5X6 1112X4 264" 12'4" — i 1' 6'10"4 5'4" 1'9"1 5'4" 5'4" 1'9"1� 5'4" 6'10'4 1' h + 6'10"4 + 12'24 + 14' 19'4" + 24'8" F26'S"�2 31'9"12 f 387 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 h12 Spacing: 24.0 " C&C Dist a: 3.87 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: Bot chord 2x4 SP 91 Webs 2x4 SP #3 .W4, W6 2x4 SP #1: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 'T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. 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) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# LOG R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.154 D 999 240 B 1764 1813 ! - 1- / - / 8.0 Lu: NA Cs: NA VERT(TL): 0.359 D 879 180 Q 4124 11841 / - / - / - 18.0 Snow Duration: NA HORZ(LL): 0.044 M - - H 228 / 127 / - ! - / - 18.0 HORZ(TL): 0.102 M - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 2.1 Bldg Code: FBC 2014 RES Max TC CSI: 0.767 Q Min Brg Width Req = 4.9 TPI Std: 2007 Max BC CSI: 0.875 H Min Brg Width Req = 1.5 Rep Factors Used: No Max Web CSI: 0.728 Bearings B, Q, & H are a rigid surface. Bearings B, Q, & H require a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE, HS VIEW Ver: 16.02.0113.0314.13 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 - 1 27 -20 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 2857 -1281 M - L 711 -1656 0, fio wj r P-O 2832 -1276 L-K 711 -1656 O-N MW -1529 K-J 91 -191 "ONO.; N - M 3W8 -1529 J - H 85 -164 No 47102 a jo 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 SA O - D 287 63 K - G ash -2040 Vt D - M 733 -1596 G - J 664 -146 E - M 641 - 792 40 01 5A 38 FF 50 31 B0 867F48 00 99 2E 85 FB f"btt lfomlcustve ate ': dzndwalafi by Mozal Martinrs, ($+.. us.aariezi nr� l%,odas¢araruaa aExir� a,mg a SHfi�i ammdsenGtatirasusdr. Bred c.Pacccr4thia d_s 't—vat =A mad:fenttf and raabid andttxe.�.skzZ at,33hcnY�ca9ksxtutda nt:s[flasrr3ftia3 caf aia�oimttaric flat. —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS luire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building i Safety Information, byy TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly oid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. Appty plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability, le of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPl 1 Sec.2. ino.n.."firm one ff.i° infa� n"ne."I nnf� miu enA fhx" umh eilnn AI DING ­dni , M TGI- wuu!nine! rim• C[]!`A• unuu e6rindu fni r•nm• It•r• wnv m"ofn I Truss Labe Arba ; B"/DR Horton MEAB Aria "C" I' Qty. 3 Wgt 93.8 Ibs I FROM: AH 724 / T18 / COMNI DRW: 08/01/17 I M3X4(A1) B 45 A� 6'4"8 12 6 F,-,-,- 63� 918" 12'11"8 18, T3"8 + 3'3"8 i 510"8 D=6X6 K J I 1112X4 =3X4 =3X8 �3X4 Nr© ui f� F�3X4 G 1113X10(E5) T '1 M 6'2"12 1 + 6'2"12 1 1218" 1-9"4 1'8" 3'5"4 I 8' + 9'8" + 13'1"4 5'4" 4'1012 i 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: N Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NACe: NA VERT(LL): -0.036 F 999 240 B 617 1296 / 378 /- / 194 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.042 F 999 180 L 442 / 154 / 303 10 / 0 / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.022 F - - M 363 / 194 / 232 /- /- / 8.0 Des Ld: 37.00 EXP: C Mean Height: 15.00 ft I HORZ(TL): 0.026 F - - Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Creep Factor. 1.5 B Min Br Width Re 1.5 9 q = Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.395 L Min Big Width Re 1.5 g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.298 M Min Brg Width Req = 1.5 Bearings B, L, & M are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft 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)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): 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 611/2013) 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 #1 Webs 2x4 SP #3 :Rt Slider 2x8 SP #1: BLOCK LENGTH = 1.500' Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 byALSC B - K 659 -6% i - H 612 -808 Wind # K - J 656 - 655 H - G 299 - 398 Member design based on both MWFRS and C&C. : J-1 656 -655 Maximum Web Forces Per Ply (Ibs) 0471102 Webs Tens.Comp. Webs Tens. Comp.No - K - C 234 -44 I - E 228 -136 C -1 495 -420 E - H 332 - 312 � s D - I 225 -392 STATE ?n el. Lk. Frbmd xQ =d tlo w cWAL "WARNING- READ AND FOLLOW ALL —IMPORTANT** FURNISH THIS DRAWING TO ALL C iraoie. Apply psates to eacn Tare or truss ana position' as is 160A-Z for standard plate positions. a division of ITW _Building Components Group Inc. shall nc Ivi j,ortorn acceptance any structure 38 FF 5581 BO 813 7F48 OU 99 2E 85 FB �M tttz lea Msd saaiadby tAUAMI aaart W, mods. :t&itl sdesra�:et areno2csr� lad Viand srainif asuti�ant%x'sussrafla rnustY3na�xifsed a»ampsdectran� 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 sheathing and bottom chord shall have a properly s shall have bracing installed per BCSI sections B3, B7 or 10, ive and on the Join f Details, unless noted otherwise. (tefer to isible for any deviation from this drawing,any failure to build the Tnd bracing of trusses.A sea! on this drawing or cover page l responsibility solely for the design shown. The suitability E Job Number: 136DCS093 Ply: 1 SEQN: 704579 / T17 / GABL 4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 1 FROM: AH DRW. Truss Label: 132GE I Wgt: 119.0 Ibs / ... 08/01/17 T3 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " �^ 1'8" —+ 1'4" —{ (TYP) 1 =4X4 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. 19'4" 19'4" 19'4" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.033 S 999 240 B. 91 / 39 / 53 / - / 16 Lu: NA Cs: NA VERT(TL): 0.043 S 999 180 P• 168 / 91 / 121 / - / - Snow Duration: NA HORZ(LL): 0.023 M - - Wind reactions based on MWFRS HORZ(TL): 0.027 M - - B Min Brg Width Req = - Code / Misc Criteria Creep Factor: 1.5 Q Min Brg Width Req = - Bldg Code: FBC 2014 RES Max TC CSI: 0.157 Bearings B & Q are a rigid surface. TPI Std: 2007 Max BC CSI: 0.162 /156 / 24.0 Rep Factors Used: Yes Max Web CSI: 0.120 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ Plate Type(s): A - B 27 0 1-1 384 -85 WAVE VIEW Ver: 15.01.01.0402.20 1 B - C 169 -190 J - K 341 -108 4001SA38 FF5138180B137F4800992E&5FB at's(cirnres€eazisemalcrir g;.fgn'edaaz9xsaladbYr�Mart4��s. -P.(FL. 1c.=71112{cnthe d�ttcshawnab msunga SifA4 =khrkridm icr.code. Psiarad ccpic dAh dc+essz Amaw cm 1d=drigm d=smatnd and bavaift:1 ma ycledrank s=laa: C - D 169 -171 K - L 233 -56 D - E 205 -151 L - M 203 - 76 E-F 252 -131 M-N 177 -99 F-G 300 -110 N-O 141 -121 G - H 351 - 89 O - P 37 - 80 H-1 401 -87 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AC 194 -182 W - V 65 -22 AC -AB 196 -163 V - U 64 -22 AB -AA 197 -185 U - T 64 -21 AA- Z 198 -185 T - S 64 -21 Z-Y 198 -186 S-R 65 -21 Y-X 199 -186 R-Q 66 -21 X-W 199 -187 Q-P 79 -14 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 86 - 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 uire extreme care in fabricating, handling shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly )id ceiling. Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections.63, B7 or 610, de. ADDIV Plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to a division of 91'1 1, or for ni acceptance t any structure rai notes page and failure to build the g or cover pa e_ tn. The su' bllity Job Number: 136DCS093 Ply: 1 1 SEQN: 697166 / T9 / GABL 4EAB Aria "C" /DR Horton /4EAB Aria "C" City: 1 FROM: AH DRW: Truss Label: C1GE Wgt:43.4lbs I I ... / ... 08/01/17 47 814" 47 42" 'I 1'6" 1'4" --{ (TYP) E=4X4 12 6 D F in C I G (V p 2X4(A1)B H=2X4(A1) Zit 4L 3 ALi R i N I M L K J 8,4n 1' 8'4" Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria ♦ Maximum Reactions (ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: N I Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.026 K 999 240 B 375 / 173 / 251 / - / 118 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.030 K 999 180 H 375 / 173 ! 251 / - ! - / 8.0 BCDL: 10.00 Risk Category: it Snow Duration: NA HORZ(LL): -0.012 D - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): -0.014 D - - B Min Brg Width Req = 1.5 Mean Height: 15.00 ItCode/ q Misc Criteria Creep Factor1.5 H Min Brg Width Re = 1.5 NCBCLL: 10.00 . TCDL: 4.psf Bearings B & H are a rigid surface. MWFRS Parallel Dist: D to h/2 Soffit: 2.00 BCDL: 5.0 p sf Bldg Code: FBC 2014 RES Max TC CSI: 0.187 g 9 Load Duration: 1.25 TPI Std: 2007 Max BC CSI: 0.147 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.056 Loc. from endwall: Any FT/RT:0(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (ibs) Chords Tens.Comp. Chords Tens. Comp. GCp!: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE I VIEW Ver: 15.01.01.0402.20 A - B 27 0 E - F 573 -349 Lumber B - C 499 -386 F - G 531 -368 Value Set: 13B (Effective 6/1/2013) C - D 530 - 368 G - H 500 -386 D- E 573 -349 H- I 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 "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. a�� ws� xoaarx Wind > �W Maximum Gable Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. : �4 - Gables Tens.Comp. Gables Tens. Comp. C-N 91 -15 K-F 148 -36 - Additional Notes* v D - M 148 -36 J - G 91 -15 m a, See DWGS A16015ENCID1014 & GBLLETIN1014 for E - L 152 -237 gable wind bracing and other requirements. am STATE Of- 4001 rbtt ttami PE in- tis zc*endc: Frb'ed AM the fiat. ""WARNING** READ AND FOLLOW ALL `"IMPORTANT** FURNISH THIS DRAWING TO ALL C icable. Apply plates to each face of truss and position as Is 16OA-Z for standard plate positions. a division of ITW Building Components Group Inc. shall nc conformance with ANSI PI 1, or for handling shipping, i this drawing indicates acceptance of professional e ;e of this g"awing for any structure is the responsibil information see this iob's aeneral notes Daae and these web sites: ALP] 5B81BO8B7F4900992E85FB nm�'laesdualncbylA2aftl h4art90 the date shown Abowwang a SKVI ixoa^�.crazre natct.^am3ccsad sV� zeal naiad 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 l :hed structural sheathiny and bottom chord shall have a progery s shall have bracing ins lied per BCSI sections B3, B7 or 10, ive and on the Join f Details, unless noted otherwise. kefer to isible for any deviation from this drawing,any failure to build the ind bracing of Vusses.A seal on this drawing or cover page i responsibilityy fo solelr the design shown. The suitability e -• Job Number: 136DCS093 Ply: 1 SEQN: 697167 / T20 / VAL 4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 1 FROM: AH DRW: Truss Label: MV1 Wgt: 16.8 Ibs / ... 08/01/17 R 4'3"8 I_ 4'3"8 J r 4'3"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 C - Des Ld: 37.00 EXP: C HORZ L -0.008 C ) 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 Sid: 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 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP Al Webs 2x4 SP #3 Lumber value set "138" 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. o: '- e. o 047M 40 01 5A 38 FF 56 81 BO 8B 7F 48 00 99 2E85 FB MU Item nadamdasaladbyiAasaazllunhn", E(rt. Lk.rA710tcn Ift��°a7c �haevQ at an w.#�g 59iik8 susTs ert�ca3bat cc�a. e^etntad copias:eatrf� docrz^..cvatam a�otcar�dahsmd s�srx� Ltd salad a"d dsa.�.�.A,z.4 asthemkz*s code ms fbAwdfed-mmyciedmnh c=lm T 1 ♦ Maximum Reactions (Ibs), or `=PLF Loc R I /Rw /Rh /RL /W D• 75 116 / 52 /- 112 / 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 ]wire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ire Information, bV TPI anr7'SBCA) g 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 pro pperly iid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or t le. A .pty plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. tZfer to 60A-Z for standard plate positions. a division of 'UPI 1; orfor h acceptance any structure failure to build the g or cover page in. The suitability Job Number: 136DCS093 I Ply: 1 SEQN: 697168 / T21 / VAL 4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 1 FROM: AH DRW. Truss Label: MV2 Wgt: 14.0 Ibs / ... 08/01/17 12 6 F7- 1112X4 B 3X4(D1) T ALi iv �4 I C 1112X4 2'3"8 2'3"8 2'3"8 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 Udefi U# Loc R / U / Rw / Rh / RL / W D* 75 113 / 49 / - / 10 / 27.5 TCDL: 7.00 Speed: 160 mph Pf NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA 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 EXP: C HORZ(TL):-0.001 C - Bearing D is a rigid surface. Code / Mi.. Criteria i NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.037 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: I2007 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)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE I VIEW Ver: 15.01.01.040220 Chords Tens.Comp. Lumber A-C 76 -7 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs Tens.Comp. Webs 2x4 SP #3 Lumber value set "1313" uses design values B - C 78 -48 approved 1/30/2013 by ALSC 1j Wind s ',x5 Member design based on both MWFRS and C&C. sa Additional Notes hrei See DWG VAL160101014 for valley details.e SATE OF 40 015AS& EF 50 8113685 7F48 00 49 2€ 85 FB Thu Ramlvss3rc-�crac{s zgtad=Wzfadhy FA2m,-A ktartow, �?.�t..tic.eaaFBffifcn�',edasa;�hawnw.�gastt�.z r�feot3ca7�as�+t r'r1yted�.Paasatdssdmuw==scotcra I&Md Arrwdmadscalad anj tfaz +.a ->a hom 3 swd¢muzEBax xsiif dCA saVdoamnk rs alas **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of Webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown'above and on the Joint Details, unless noted otherwise_ defer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinggComponents Group Inc. shall not be re Iponsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or far handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover suitapage listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The bility and use of this drawing for any structure is the responsibility of tf a building Designer per ANSI/TPI 1 Sec.2. For more information see thisjob's aeneral notes page and these web sites: ALPINE: www.al ineitmoom; TPI: www. inst.o ; SBCA: www.sbcindu .com; ICC: www.iccsafe.org n Job Number: 136DCS093 Ply: 1 SEQN: 697169 / T1 / VAL 4EAB Aria "C" /DR Horton MEAB Ada "C" Qty: 1 FROM: AH DRW: Truss Label: V1 Wgt: 16.8lbs .. / ... 08/01/17 1'6" 3' 1'6" 1'6" 12 6 3X4(D1) B=3X4=3X4(D1) T A C o> 3' _I 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.002 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.003 999 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 - - EXP: C HORZ L -0.001 Des .00 Mean Height: 15.00 ) NCBCLL: 10.OD It / Misc Criteria Creep Factor. 1.5 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.032 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.044 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.01.01.0402.20 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. ar Additional Notes See DWG VAL160101014 for valley details. a aa'. 71 STATE OF�. 40015A38FF5581BOBg7F4900992E95FB iili#4emAus 4xxenela� radznda+ealadby rA .1 tAart cg FE(.'L.tLc,g�Tiax(cs`Madaacr�h�v�"aSxiwn u^.�ngaSNTi acdsendcatczae, meted crpt¢zrafxf� xl�•,aexwas�,n nacaxui�eH 3gntL'�f SfialatY C=lm ♦ Maximum Reactions (Ibs), or'=PLF Loc R I /Rw 1Rh /RL 1W D' 75 118 / 35 /- / 5 136.0 Wind reactions based on MWFRS D Min Brg Width Req = - Beadng 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 shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7'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 properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise_ (Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shippingq, installation and bracing of trusses.A seal on this drawing or cover pa e, listing this drawing indicates acceptance of professionR 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 ioVs aeneral notes paca and these web sites: ALPINE: www.al "neitw.com' TPI: www. inst.o : SBCA: www.sbrindust .com; ICwww.iccsafe.org ITruss Label:EDR Horton MEAB Aria "C" I I � 23.8 Ibs I FROM: AH 170 ! T15 / EJAC I 20 DRW 08/01l17 I 2X4(A1) B A C 12 M O tf) M M d' D 1 T 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA B 336 / 117 / 259 / - / 173 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 120 / 101 / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.021 D - - C 171 / 133 191 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.031 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 it Code / Mi.. Criteria Creep Factor: 1.5 P B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Coie: FBC 2014 RES Max TC CSI: OA96 D Min Brg Width Req = - Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: hl2 to h TPI Std: 2007 I Max BC CSI: 0.366 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 It FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate T e(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 27 0 B-C 77 -151 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Lumber value set "136" uses design values approved 1/30/2013 by ALSC B - D 0 0 Wind Member design based on both MWFRS and C&C. solifilibi g 40 015A 38 FF 58 81BO 8B 7F4800 99 2E 85 FB MulumhssbceYsalccYr.�.�s tecdan?sealcd'bymiewomat lw' s£(FL. ttt.047161 an ft daft sfcawtaabowming 35HA4 cozies. ""WARNING" READ AND FOLLOW AI —IMPORTANT"" FURNISH THIS DRAWING TO ALL a division of each faceof truss and position as ate positions. a Components Group inc..shall nc TPI 1, or for handlia shipping, ii acceptance of pro essiona e any structure is the responsibil dac�ctstaam nat c�zssired st�cniand:raiad ��aS%sceadt mut@txrrNi� tss amydectror� INCLUDING THE INSTALLERS 1. _ Refer to and follow the latest edition of BCS) (Building ming these functions. Installers shall provide temporarryy uctural sheathing and bottom chord shall have a pro�efly nave bracing installed per BCSI sections B3, B7 or 10, on the Join f Details, unless noted otherwise_ (tefer to r any deviation from this drawing any failure to build the :ing of trusses.A seal on this drawing or cover page msibility solely_for the design shown. The suitability Job Number: 136DCS093 Ply: 1 SEQN: 6971711 T16 / EJAC Truss Label: EJ7A Wgt: 21.0 Ibs / ... I 4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 1 FROM: AH DRW: OS/01/17 2X4(A' T 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 to 2h Spacing: 24.0 " CSC Dist a: 3.00 ft Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "138" uses design values approved 1 /3012013 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 loc 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 Std: 2007 Max BC CSI: 0.373 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.20 0 �STATE Of! � ._ 40015A38FF51881B08B7F4900592E85'1`8 Trail item Ras heen ekctt V=Ao stnmri.asad aeal.d by PA= lMartinrs. a"PoE fa•L, tte.�i1.lET,(Uss t?tc EzS4 .'ilz7NirE a64xse:9Yoittg 33HS 2 iaTt3ir6GG7$A19¢iSdL`. 2rSstede�Waadit�dcccrssKs2arotmsaii�rsed si�nt�.zsjti xalad and they 2awhenam-wscde nmt bewAfed cn wdearans dins. B ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W A 270 141 / 188 / - / 100 18.0 C 128 /13 /104 /- /- /1.5 B 174 /81 /95 1- I- /1.5 Wind reactions based on MWFRS A Min Big Width Req = 1.5 C Min Big 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 ire extreme care in fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling, 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 drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DGS093 I Ply: 1 SEQN: 697172 / T12 / JACK 4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 6 FROM: AH DRW. Truss Label: BJ5 I Wgt: 16.8 Ibs .. / ... 08/01/17 Ci 717 12 5 m o LID T r CV cM 2X4(A1) B 3 A I 5' I 5- Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 263 196 / 208 / - 1129 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 90 / 13 / 70 ! - ! - 11.5 BCDL: 10.00 Risk Category: II Snow Duraton. NA HORZ(LL): -0.009 D - - C 119 / 93 / 62 / - / - / 1.5 Des Ld: 37.00 EXP: C I HORZ(TL):-0.011 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ff Code / Misc Criteria Creep Factor: 1.5 P B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.309 D Min B Width Re q = - Load Duration: 1.25 " BCDL: 5.0 psf P MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 i Rep Factors Used: Yes Max BC CSI: 0.182 Max Web CSI: 0.000 C Min Big Width Req = - Bearing B is a rigid surface. Spacing: 24.0 C&C Dist a: 3.00 it Bearing B requires a seat plate. Loc. from endwall: not in 4.50 it FT/RT:20�'O)/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 53 -120 Value Set: 13B (Effective 6/112013) Top chord 2x4 SP 41 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC B - D 0 0 Wind #1�4 Member design based on both MWFRS and C&C. 400 _ ,Az STATE OF 40015A3EtF5B81BO887f4800992E95FB atais isam'hsrs Es�etx�Icc4t�sa�jsSgn�d ^.�alnd bii ksas�e9 Mart6Grx; � (�L. ttc.ra3.aez(�Ccr the �'as¢ ahawti aDarae ts�ttga55iA i ,'4cd zt�t��ith� d�-rt.,-,�rara�nmt ccauta�cA si�m� �a8 zcabad andit C.01m "WARNING— READ AND FOLLOW ALL "IMPORTANT" FURNISH THIS DRAWING TO ALL C of any as ON THIS DRAWING! :TORS INCLUDING THE INSTALLERS bracing. Refer to and follow the latest edition of BCSI (Building D performing these functions. Installers shall provide temporarryy :hed structural sheathing and bottom chord shall have a propefly ,s shall have bracingg installed per BCSI sections B3, B7 or 10, ive and on the Join Details, unless noted otherwise. (Refer to isible for any deviation from this drawing,any failure to build the ind bracing of trusses.A seal on this drawing or cover pa e i responsibility solely the design shown. The suitability 7 Job Number: 136DCS093 Ply: 1 SEQN: 697173 / T13 / JACK 'I 4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 6 FROM: AH DRW. Truss Label: BJ3 Wgt 12.6 Ibs .. / ... 08/01117 A T co O � 2X4(A1) B C',CV � A D 3' 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA B 193 / 76 / 162 / - / 86 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 / 6 / 41 / - /- / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.004 D - - C 64 / 51 130 / - 1= l 1.5 EXP: C HORZ(T) L -0.004 D - - Wind reactions based on MWFRS Des Ld: 37.00 Mean Height: 15.00 ft B Min Br Width Re 1.5 NCBCLL: 10.00 Code I Misc Criteria Creep Factor. 1.5 9 q TCDL: 4.2 psf D Min Brig Width Re - Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.174 C Min Brg Width Req = - Load Duration: 1.25 TPI Std: 2007 Max BC CSI: 0.072 MWFRS Parallel Dist: D to h/2 Bearing B is a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.000 Spacing: 24.0 " C&C Dist a: 3.00 ft Bearing B requires a seat plate. Loc. from endwall: Any 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 VIEW Ver: 15.01.01,0402,20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 29 -105 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Lumber value set "136" uses design values approved 1/30/2013 by ALSC B - D 0 0 Wind0,1��jt� Member design based on both MWFRS and CBC.1%, 047102 STATE OF .R% I AL 40015A38FF5681B0BB7F4800992E85FB Tianhem has bcrnskrErucEc-/aE&ned ar9s alcd by rRara 1Martbncs• MFt.. 1&.r4l.192I an ihadslt shown abara trdag a 5Nd•1 ar'dlCiititai}t�i CCdC. tad aptn of tfis daeiarertwo nut cmmrdttad sfgntdaad =W and the i arAhenHrat€asstro9¢ mrast Lt verifded cas aaydactrant rzxias. -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handling shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Safety Information, bV TPI and SBCA) f-or safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperryiy ,iid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing(� installed per BCSI sections 63, B7 or' 0, 'le. ADD?V Dlates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. kefer to a division of rl Pi 1,, or for n acceptance any structure failure to build the g or cover page vn. The suitability web Job Number: 136DCS093 Ply: 1 SEQN: 6971741 T14 / JACK 4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 6 FROM: AH DRW: Truss Label: BJ1 Wgt 11.2 lbs .. / ... 08/01/17 12 6 C 2X4(A1) B M _ o LO 4"3 o r I 1r 1r Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 150 / 77 / 145 ! - / 42 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 / 10 / 18 /- /- / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.001 D - C -14 / 28 / 25 1- ! - 11.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.001 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 it Code / Misc Criteria Creep Factor. 1.5 B Min Br Width Re g q = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code. FBC 2014 RES Max TC CSI: 0.163 D Min B Width Re q = Load Duration: 125 BCDL: 5.0 psf MWFRS Parallel Dist: D to h/2 TPI Std2607 : i Max BC CSI: 0.015 is C Min BWidth Req = Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 gearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0Iyl0(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 Value Set: 13B (Effective 611/2013) A - B 27 0 B - C 28 -19 Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Lumber value set "l36" uses design values approved 1/30/2013 by ALSC B - D 0 0 Windt Member design based on both MWFRS and C&C. MR 40 015A 38 FFI51581 SO BB 7F48 00 992E 85 FB MU itan Nn bom elthronkafy 33padamma-jazkdbyMa lmutiner, ?£ (FL. tic. 04711121 onth. date shown W.-am trdng a SHA.1 arslitantkati�cez�ic. Fibtadccpaxzexrthls docta,.WAt mot ems1&t d4nedandz lad a rid tine S'i!Ril atm9tten lca'swecede r�utP:a »raif3edtatatsyydaUraak bias. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regqwire extreme care in fabricatingq handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI and'SBCA) foi safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling. Locatiohs shown for permanent lateral restraint of webs,shali have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown abov i and on the Joint Details, unless noted otherwise. {2efer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Buildincct�Components Group Inc. shall not be responsible for any deviation from this drawmg,any failure to build the truss in conformance with ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing, indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability, and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this ioWs aeneral notes oaae and these web sites: ALPINE: www.aiDineitw.com: TPI: www.toinsLom: SBCA: www.sbdndustrv.com: ICC: www1cesafe.om [11111111RIN Job Number: 136DCS093 Ply: 1 SEQN: 6971751 T26 / HIP_ 4EAB Aria "C" /DR Horton 14EAB Aria "C" Qty: 3 FROM: AH DRW: Truss Label: CJ7 Wgt: 42.0Ibs / ... 08/01J17 ! 67 9110"1 f s,3" 37" �- 1'5" 6'1"4 } 3'2" 6"1 6'1 "4 93"4 9'1 Loading Criteria (psf) Wind Criteria TCLL: 20-00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL:5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC- From 0 pif at -1.41 to 55 pif at 0.00 TC- From 2 plf at 0-00 to 2 pit at 9.84 BC- From 0 pif at -1-41 to 4 pif at 0.00 BC- From 2 pif at 0.00 to 2 pif at 9.84 TC- -7 lb Conc. Load at 1.41 TC- 128 lb Conc. Load at 4.24 TC- 238 lb Conc. Load at 7.07 BC- 23 lb Conc. Load at 1.41 BC- 103 lb Conc. Load at 4.24 BC- 179 lb Cone- Load at 7.07 Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N1 Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Mist: Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)110(0) Plate Type(s): WAVE 0 Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in Ice Udell U# Loc R / U / Rw / Rh / RL VERT(LL): 0.015 G 999 240 B 330 / 208 / - / - /- VERT(fL): 0.034 G 999 180 E 365 / 175 / - / 0 / 0 HORZ(LL): 0.004 F - - D 29 114 /- /- /- HORZ(TL): 0.010 F - - Wind reactions based on MWFRS Creep Factor. 1.5 B Min Brg Width Req = 1.5 Max TC CSI: 0.241 E Min Brg Width Req = - Max BC CSI: 0.326 D Min Brg Width Req = - Max Web CSI: 0.256 Bearing B is a rigid surface. Bearing B requires a seat plate. Mfg Specified Camber: I 110.6 / 1.5 / 1.5 VIEW Ver: 15.01.01.0402.20 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 14 -11 C-D 55 -72 B - C 330 - 650 40 01 SA38 FF 5B 8180 BB 7F 48 00 99 2E 85 FB Snititernilal�Ytef9ckzsres:isaf5�sd nadandscaledtryMarnclMzrtines, F£ .. tic. 4702i on tAesiirW sfown aban: w4ng a SHA-1 =dlene+f tknoad *. p mted ccq msaIWs dce�_Cm a not a sidcrmd signed and sm aled and tho S:iArl ai(ir v tim:, on Lode m8 t be vzdfi"d cn aaF doctmnk co;ins.. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- G 604 -290 F- E 0 0 G - F 591 - 288 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp- G - C 286 -47 C - F 345 -709 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ?wire extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryy r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a proppefly 7id ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 or 810, le. Aooiv plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to a division of l NI 1, or for r1 acceptance any structure failure to build the g or cover page in. The suitability y.com; IM www.itxsafe. Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed,-45' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Oro 120 moh Wind Soeed. 15' Mean Helaht. Partlally Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces (1) Ix4 'L' Brace w (1) 2x4 'L' Brace is (2) 2x4 'L' Brace Now(1) 2x6 'L' Brace w (2) 2x6 'L' Brace ■ Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14, 0' 14' O' - S P F H F #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 140' Stud 3' 8' 5' 9' 6' V 7' 8' 7' 1V 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' o Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' It' 9' 6' 10' 4' 111 1' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' _j S P #2 3' 10' 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 9' 7' 1 12' 2' 12' 8' 1 14' 0' 14' 0' D F L #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, Il' IS' 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 #I / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' -i'> S- 01 U O S P F #3 4' 2' 7' 1' 7' 9' e' 9' 9' 1' 10, 5' to, 10, 13, 9' 14' 0' 14' 0' 14' 0' 4' 2' 7' 1' 7' 6' e' 9' 9' 1' 10' 5' 10' 10, 13' 9' 14' 0' 14' 0' 14' 0' Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' to, to, 12' 8' 13' 7' 14' 0' 14' 0' #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 1 10' B' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' SP #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' 0' 13' It' 14' 0' 14' 0' 14' 0' 10 D F L #3 4' 4' 6' 5' 6' 10' 8' 6' 9' i' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10, 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10' 10, 11' 10, 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 7' e' 2' 8' 5' 9' e' 10, 0' 11' 6' 12, 0' 14, 0' 14' 0' 14' 0' 14' 0' LD U O H F Stud 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' Il' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 7' 0' 7' 5' 9' 4' 10' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X 01. 5' 1' 8' 5' 8' 8' 9' 11' 10, 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d P #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' It' 7' 121 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' r I D F L Stud 4' 9' 7' 4' 7' 10' 9' e' 10' 1' 11' 7' 12' 0' 14' 0' 14. 0' 14' 0' 14' 0' Stnndnrd 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' Bracing Group Species and Grades, Group Al S ruce-Pine-Fir Hem-Flr Jul / a2 IStandard 02 Stud #3 1 Stud 1 #3 - Standard Douglas Fir-Lorch Southern Pinerrx #3 #3 Stud Stud Stnndnrd Stnndnrd Group Bi Hen -Fir #1 6 Btr #1 Do u Ins Flr-Larch Southern Pinewww a! #1 x2 a2 lx4 Braces shall be SRB (Stress -Rated Board). wwFor lx4 So. Pine use only Industrial 55 or, Industrial 45 Stress -Rated Boards. Group B values may be used with these rntles. Gable Truss Detail Notesi %And Load deflection criterion Is L/240. Provide uplift connections for 75 pif over continuous bearing (5 psf TC Dead Load), Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. About - Attach 'L' braces with 10d (0.128'x3.0' min) malls. )K For (1) 'L' brace, space malls at 2' o.c. G able Truss '- In Is' end zones and 4' ac. between zones. -D agonnl brace optlon� _ )[OkFor (2) 1' braces- space nulls at 3' o.c. vertical length may be T In Is' end zones and 6' o.c, between zones, doubled when diagonal 18' A'L' bracing rust be a minimum of 80% of web brace Is used. Connect L member length. diagonal brace for 600# Gable Vertical Plate Sizes at each end. Max we j gr ice total length Is 141. 1 31E 3iE Vertical Len nth No Splice 2x6 DF-L #2 or bnn Less than 4. 0' 2X3 better diagonal T- Greater than 4' 0', but 3X4 Vertical length shown brace! single 8, less than Il' Greater than Il' 6' 4%4 In table above. 45' or double cut (as shown) at 1 L 1 1 Ind + Refer to common truss design far upper end, 1, "I uRef kil peak, splice, and heel plates. ;g+4`,",1 1JJ/ jJJ 71 r to the Building detai�r for conditions r�ld ant of verti a web. Refer to [hart above forenrl �E01) l ngth. noteaddressed by this aVARNINGZsw READ AM FRLOV ALL NIITES•QI THIS DRAV➢GI uINP�2TANTo FURNISH THOS DRAVING TO ALL 1�liRACTORS INCI.uDD(G THE DWALLER!L n�+Nhd� �]- P �v EN REF ASCE7-10-GAB16015 Trusses require extreme care In fabricating, handang, •shipplag, InstalUn and bracing. Refer?, to and ti\` �. ^� ' Follow the intact edtlon of IICSI CBu(rMg Canponent Safety Information. by TPI and SBCA) fcr`.safety �( DATE 10/01/14 practices prior to performIng these functlws. Installers shall proNde to ybradsg r L Unless noted otherwise, top chord shall have property attached strucc,rn�sheuthig an�bott n chord IV �,: 1 DRWG A16015ENC101014 a• Q shall have a properly attached rigid ceiling. Locations shown for pernaneM lateral restraint of webs shill have bracing Installed per B I sections $3, B7 or B10, as applicable. Apply plater to eacF, Face of truss and posmbn as shwa above and an the Joint Details, unless noted atherdse. ' Refer to drwings 16OA-2 for standard plate pwHbns. ,.6G� f �F �: W,. 1 � ^M, Alpine, dNWon of ITV IIWIdin Conpononts Group Inc shall not be responsble for any devWtbn from �®N_S��e` /,M this dm.ft, any faaure to Wild the truss in canFormamce with ANSt/TPI 1, or for hadn0, shIppMg Installation of rs.p� ,�\a '�'rp9' ff�t MAX. TOT, LD. 60 PSF sglw, #isadroelnQ or cocIng ver peg! Bstiag this draw#.Q, Indicates acceptance of professional engineering respons�IgtTyy solely for the design shown The s,dtahlHy and use of this drawing h\1 \\\\ Onve Earl Cty MO63045 for my structure b �e re�,oesbllty of the 8uldig Designee• Per AHSVTPI 1 Ste2. For none Information see this Job's general notes page and these web sites, ALPINE, ww taimelte.com, TPt, wee,tol,itoorn, SSCA, www.sbcindustry.ara, ICd -JC fwArg /�''aAeve>•npcgeenat*tt„`` MAX. SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-10i 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 ❑r, 120 moh Wind Sneed. 30' Mean Heloht. Partialty Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces (1) lx4 'L' Brace w (1) 2x4 'L' Brace x (2) 2x4 'L' Brace ■ (1) 2x6 'L' Brace w (2) 2x6 'L' Brace ■ Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B c #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13, 9' 14' 0' U S P r #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' IS' 13' 7' 14, 0' Li Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' 111 13' 7' 14' 0' O fl P Standard 3' 6' 4' 7' 4' ll' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' �J #1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 11, 9' 12' 2' 13' It- 14' 0' —� S P #2 3' 8' 6' V 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' li' a, 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' v D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' e' 9' 9' 1' to, 1' 10, 10, 13, 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' It' 9' 7' 12' 2' 13, 0' U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13131 13' 9' 14' 0' 14' 0' U S P F u F� #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' O I� r Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' li' 10' 4' 11, 10, 12, 8' 14' 0' 14' 0' W #1 4' 5' 7' 3' 7' 6' 8' 7' e' 11' 10' 2' 10' 7' 13' 5' 13, I1' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13, 9' 14' 0' 14, 0' 11 #3 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' D F L Stud 4' 1' 5' 11' 6' 4' 7' It' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' S' 3' S' 7' 7' 0' 7' 6' 9' 5' t0' 2' li' D' 11' 9' 14' 0' 14' 0' _ #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' V d <J S P F u #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11': 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' O fl P Standard 4' 5' 6' 6' 6' il' 8' 8' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X #1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 8' 7' 11' 8' P. 9' 4' 9' e' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 6' 6' 10, 7' 3' 9' 1' 9' 7' Ill 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 011 D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' I1' 0' ll' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' V 6' 5' 8' 1' 8' 7' 10' II' 11' 5' 12' 8' 13' 7' 14' 0' 14, 0' About j� able Truss Diagonal brace option- T , vertical length may be 1 doubled when diagonal l8' X brace Is used. Connect L diagonal brace for 690# 'L' at each end. Max web Brace total length Is 14'. WX 2x6 DF-L #2 or lu better diagonal "r Vertical length shown brocel single 8, In table above. or double cut 1 45' (as shown) at L upper end, �;7l LP I I I u 7 Antinuous IBearing Connect diagona at I11111111f leng' midpoint of vertical web. Refer to chart above for max gdbol rif& waWARNING" READ AND FOLLDV ALL NOTES ON THIS BRAVING!Ivitily -INppRTANTww FURNISH THIS BRAVING TO ALL ftNTRACTORS INCUMING THE DISTALLERS, �Y Trusses require extreme care In fabricating, handling, shippng, installln and 1—cing. Refer to am folio, the latest *It- of III III,, Component Safety Information, by 11 entl SBLA1 for safety (�� yGEN ; ` psi 1I� practices prior to performing these functlons. installers Yell provide temporary brad per BCSL Unless noted otherwise, top chord shall have property attached structural sheothl o and bottom chard shell have a propertattached HOW cellha Locations shown for permanent lateral restraint of webs droll have brn�ng Installed poor BCSi sections 83. BJ or BtO, c pptknda. Apply plates to each face Z Pd0 IIf1II ll��-., Q of truss and sit— os shorn abow and on the Joint Details, unless noted otherwise Refer to drowhgs 16CA-2 for standard date position. devotion from = ATE OF AN 1TtN QOMPANY Alpine division of ITV BuRdng Components Group Inc. shall not be responsible far any this draw, any failure to build the truss In conformance with ANSI/TPI I, w far handing, shipping, Installation a bracing f trusses, ^ ' A seat on this drosYris g or caver page Usting idrawha, btdcates acceptance of profts4-1 sty for the design The sultabllty and use of tsar d_"V Y-1 S /may C� front Drive reapan solely sham for arty s Is the responsibility of the Bulldhg Iksigrer Orr ANSVTPI 1 Set2. ,+�n' �i¢4f°p %FIA� EaT89 rih iryeM0636a6 For more hfor--ion see this job's general notes page and these eb sites ICGwwn)ccsofearg p` 44 lr��. 1 ALPwww.alpinoltw.conl TPB www.tpinstorgl SBCA,—.sbchdustryorgd Bracing Group Species and Grades, Group A, Spruce- Pine -Fir Hen-Flr Stnndnrtl a2 Stud #3 Stud 43 Standard Do u tns Fir -Larch Southern Pinewxx #3 #3 Stud Stud Stnndnrtl Stnndnrtl Group Bi Hen -Fir #1 4 Btr NS Douglas Fir -Larch Southern Pinewxw #1 al a2 a2 ix4 Braces shall be SRB (Stress -Rated Board). wxFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these rades. Gable Truss Detail Notes, Vlnd Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load), Goble end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' rdn) naps. )K For (1) 'L' brace, space nails at 2' oc. In 18' end zones and 4' c.c, between zones. 3K)Kror (2) 'L' braces, space nalls at 3' o.c. in IB' end zones and 6' o.c. between zones. bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len th No S lice Less than 4' 0' 2X4 Greater than 4' 0', but 04 less than 12' 0' + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GABI6030 DATE 10/01/14 DRWG A16030ENC101014 X. TOT. LD, 60 PSF X. SPACING 24,0' 'T' Reinforcing Member Gable Truss Gable Detail For I Pt —in VPrt1r-n1-z Gable Truss Plate oproprlate Alpine gable detall far 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. 2X4 2X4 2X8 rroviae connections for upura specirleci on the engineerea truss aesign. Attach each 'T' reinforcing member with End Driven Nails. 10d Common (0.148'x 3,',min) Malls at 4' o.c. plus (4) malls in the top and bottom chords. Rigid Sheathing Toenalled Nails. 10d Common (0,148'x3',min) Toenails at 4' oc. plus 4 Naito (4) toenails in the top and bottom chords. This detall to be used for ASCE ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, Molls A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Spaced At ASCE 7-10 Gable Detail Drawings 4• ac. Alt5t5ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC10L014, A20015ENCI01014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A1403CENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPED101014 4 See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 'T' Reinforcement Attachment DetalL 'T' Reinforcing 'T' Reinforcing Member Member Toe-no0. - Or - End-nall 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 Length Incrense w/ 'T' Bracc -- 'T' Relnf. T' Mbr. Size Increase Example. ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Goble Vertical = 24'o.c. SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30Y = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Goble Vertical Length 1.30 x8'7'=It' 2' ■ WMTAHT= FURNISHHraS WAEAD VNDM mD" CGNTALL ��s THIS Mn GTIE BUTA1LExs, .�•�`` � �11i/� 'a •�,� REF LET —IN VERT Trusses require extreme care 4. fabricating. handling, shipping, kistolft and bracing. Refer to and `�� A,f �r� fmto. too latost e.enon of HCSI CBuRrAng Component Safoty [nforwtax., by TPtthe Iaraynd SBCA)gfor safety BCSLC��,q'1! DATE 10/01/14 limbless noted otherwior to ise, op chord shall have properly) attached) sttructuraovide l aheath4gaond bo�iton chord ., shall have a propa,+y attachedr1p ceaing• Locations darn far permanent lateral restraint of rebs _ ti DRWG GBLLETIN1014 d shall have bracing Insteaed per BIxI sections B3, B7 ar BIO, as appucable. Apply pWtx to enM face = N = of truss and ppoasition as shorn nb- and on the J. Betas, unless noted atherebr, Refer to draraps 16gA-Z for standard plate podtlons. AIpYre, a dvtslpl of RV HuM1dinO camponencs Group Inc shnll not be respons6,le for_ ony aedntt frW, — ST TE QF AN rrwoeMwwr tide d-arh. nrry PaHure to bind the truss in confarnance .lth ANSVTPt 1, or far ha�7k0 : ° MAX. TOT, LD. 60 PSF k.statlntbn 6 bracing of irusces. A sent an ells drark.g w cover poppee Itstkp this arnrMp, kx6oates nccepeana ov professbrol = �O enA trwairp responsf.Alty sdetY for the des1y. ahom TM e.+wbuty and use oP this draekg �` Q' for any structwe Is the respoe.s6Ylty of tim Bvild4.g Dadgner per Axsvmi 1 ser2 %90 �/ O �,V Tw ',BUR, FAC. ANY 133B9takefmnt Drive �� Earth City, MO 63045 a a far more information see th?z job's iim rat notes page and these web sltes.einM �,. F.o,.. �l`��`..�`� 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. xx Attach each valley to every supporting truss witht (2) 16d box (0.135' x 3,5') nalls 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 2x6, or larger as required, shall be permitted In lieu of fabricating from separate 2x4 members. All plates shown are ITW BCG Wave Plates. Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of web, same species and grade or better, attached with 10d box (0.128' x 3,0') naits 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', 2X4 4X4 12 3X4 Valle 12 Max, � Spacing 2X4 X4 Pitched Cut Square Cut Stubbed Valley Optional Hip i 8-0-0 max Bottom Chord Bottom Chord End Detail Joint Detail Valley V 4X4 Toe -nailed / �s 20-0-0 (++) -t Supporting trusses at 24' o,c, maximum spacing. 1 n.VARNBR6.. RUB AND FUUMV ALL arcs Ind TNIS MVDta �t�L TC LL 30 30 40PSF REF VALLEY DETAIL ItWDRTMTf.s FUMLMN TADS ➢RAVM TD X.J. 11 COITRAMM B[1UM 7K DMTALU= �I Trusses require extreme care In fabrics". handling, shipping, Installing and bracing.Refer to and ` r^ +f � 4 f1- the latest eIt- of 11 1, Component S.fety I'll, by 1 11 "1 for safety `` pax �,,,1:�! �� �"� �i� �'C DL 20 15 7 PSF DATE 10/Ol/2014 pre as prior to performing these functions. Installers shall pravlde temporaryy brochg per BCSL Wle noted otherwise, top chord shall have properly attached tte'uetvral sheavingand bottaw choir 1f,r �`r- B DL 10 10 10 PSF DRWG VAL160101014 shall have properly attoehetl rlpltl eelBnp. LOWtlons shim for perlmnent taterol roatralnt of .Jos f1 P� shall have Froc4,p IneX1l,d per 11CSI section. Bic B7 r Bag, as applicable. Apply ptates to each face - d Illll� p rg of truss " ppooaltlon as shown above and on the Joint Betalls, amiss naiad other. i.e. = T�k �� BC LL 0 0 0 PSF Refer to tlro g. 160A-Z for standard plate positions. _- Alpine, o rBvLslon of ITV Bu{tdinC Coegonmta Group Inc shall not he responsible form devbtbn from - TOT. LD, 60 SS 57PSF /N fRMa0Mf1�0ff this drawing, any faKwo to buad the trues In confarnance Nth ANSI/TPI 1, or for hand a "Pima, ; .� � � E OF Installation f. bracing of trus...Al A cent on this dravaq or cover page ttsthp this dressing, exsentes ace.ptoxe of professional -J- engeeertg roaponseAllty solely for the deslan swam The s.K.Utty and nee of tits dra" : Q K (j ,� r- ,l�f UR.FAC. 1.25/1.33 1.15 t.15 for any sir,e4re 1. the respa..bAtty of the BuU&g DMgner per ASLnP[ I SO.Z 19309 WkefroN Orrve For n ore Infomatim see this Job-s general notes ppnnppee and these .eb sites+ SPACING 24.0' Earth City, M067045 ALP ND —tall-it.comr TPB s..Aphnst—al SBCN se.sbclrWuct y rgl TCO ..sJccsef.arg '/i,U4��r1Ar .at ��.�*.���` _ _ T= I f Piggyback Detail - ASCE 7-10! 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 Ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 psf (min), Kzt=1.0. or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5'0 psf (min), Kzt=1.0. Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restraln-purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' ac. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut toads. sir Refer to Enalneer's sealed truss desion drawlnn for oloovback and base truss s—rJflcations. Detail A i Purlin Spacing = 24' o,c, or less 12 ena5 ana ati ev- max u.c. 5pacing In oe-.wren. Detail B I Purlin Spacing > 24' o,c, C9 Up to 12 Piggyback cap truss slant nailed to all top chord purlln bracing with (2) 16d box nails (0135'x3.5') and secure top chord with 2x4 R3 grade scab <1 side only at each end) attached with 2 rows of 10d box nabs (0.12B'x3') at 4' o.c. Attach purlln bracing to the flat top chord using a minimum of (2)_16d-box-nails-(0;L35'x3.5'). P 24'I o.c. max op Chord Scab (Typical Each End) Chord Flat top chord purlins required at Depth both ends, purlln spacing > 24' o.c. Note, If purtins or sheathing are not specified on the flat top of the base truss, purtlns must be Installed at 24' o.c. max. and use Detail A. -VAMNfiss READ nHm FDilOV ALL IAiES W raS mtAVn[g --UMTMT" FIM1ISM TWS BRAVIW M ALL C4fiRAC= 1191.1 Be1G THE BISTILLLM `vetEL rl(Iq �!lfty 'l,1y77 Trusses require ewtreme care In fabricating, handling, shipping, InsWiing and brock.g. Refer to aM �� P ry follow the latest editlon of BCS1 (B oao Component Safety (nforiatian, by TPI and SBCA) for safety prattles prior to performing these functions. installers shall provide tenpornry �brocl, per BCSL �VE N Unlos mated otherwise, top chord shall have properly attached structural shoo, end bottom chord shall have a property attached rigid eelll+g. Locations sho- Por per.—eM Interol restralnt of robs I�IUr—� .halt have brocbp Installed per B 1 ...float 83, 87 or BID, as applicable. Apply plates to each foes of tru.. aM pacltlon as eha.n above and an the .halt Details, YMe.s Mtad oth.-I e. AN RW (liMPANYAtph�ea,�a Refer to drawings 16DA-2 far st—dard plot. posltt.— dlvlsbn of ITV Building ConPonenta Group ]ne stall roe be responsible for any dvvintbn from g, any fnlure to bu&d the twss In eonforegnee rlth ANSI/TPI 1, or for haMling, sNPping,7� = "b Ar Q� hstatlotbn 6 bracing of trusses. A seal on fhb drawing or cover pope Bsthp thb drnriq, halcetes acceptance of profesdoral erg4,eere,g nspv�lllLy solely for the design shorn. The sultobllty aM use of this drowhp for ony structure in fine rosponsmWty of V,e BuArmng DorJgr.ar PN' ANSUTPl 1 SecS /�yy 6g. 41, �, �� Apt Earth C!y.M nl Drive EaAh Cily,MD 63045 For more information see this s general notes page aid these web sites. ALPMO wwwAlpinWtw.coml TFI, www.tobistaraSBCA+ wwwsbchdustry.oral Sal wieekcsofvor0 '•'i Piggyback cap truss slant nalted to all top chord purlln bracing with (2) 16d box naps (0.135'x3.5') and secure top chord with 2x4 03 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0,128'x3') at 4' o.c. Attach purlln bracing to the flat top chord using (2) 16d box Malls (0,135'x3,5'>. The top chord #3 grade 2x4 scab may be replaced with either of the fotlowingi 0) 3X8 Trulox plate attached with (8) 0.120'xl,375' nails, (4) Into cap TC b C4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0,120'x1,375' naps. Note, Nailing thru holes of wave plate Is acceptable. w In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face a 8' o.c, with (4) 0,120'x1,375' nails Into cap bottom chord-and-(4)— In base truss-top-chord-Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset 8'x8'x7/16' (min) APA rated sheathing gussets (each face), Attach a 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 N2, full chord depth scabs (each face). Attach a 8' o.c. with (6) 10d box naps (0,128'x3') er scab, (3) In cap bottom chord and (3) In ase truss top chord. Scabs may be staggered 4' o.c. Front to back faces, 28PB Wave Piggyback Plate One 28PB wave plggyback plate to each farce e 8' o,c. Attach Eeeth topPo g ngck at ting of fabricatlon. Attach to su (4) 0,120'xl.375' naps per face per ply. Piggyback plates may be staggered 4' o.c, front to back faces. SPACING 24.0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 y Hip Frame Details 13d Hip Frame \./dYd kAly, I 2' IR lthed Use this detail for, Hip Frame - provided by truss manufacturer, ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip frame is designed to provide bracing for flat top ASCE 7-10, 160 Mph, 30' Mean Hgt, Partially Enclosed, Exp D, or chords of hip frame system where indicated. Flat top 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, chords of stepped hip system must be So, Pine lumber, Residential, Wind TC DL=4,2 psf, Kzt=1,00 Structurnnels must be properly attached directly To h;�R\a'P"r� q�ir��;�Uns, ■■VARNDIfdo READ AND FQUZV ALL NOTES CN TNIS BRAVING �� GE� /�% REF HIP FRAME ■■I)D'OATANTror 111AD/ISN TFDS BRAVDA6 TO ALL caTRACT= ICLID)IND THE DASTALMM Trusce■ r-plre extreme care I7 hendumg, shlpp4v, -.=- and brachg• Refer to DATE 10/Ol/14 fpporrUoe the latest e,Attan of HCSI (BuAtBrg fanponerrt Safety Inforwtbn, by TP[ roYntl SBUCAn)o fw safety _ N 7 U+lesaknote�d otherMse, �o d shall�l .Property attad,etl strvcturnl ntidra am bolt d� d ., shall rove a properly attnchwd rigid celtlno. Locators darn far permanent lateral restraint of webs. = DRWG HIPFR1801014 Qr7 r1� chaU Mve brodng tnstntlod par BCSt sectla+c H3, B7 ar DBID,et as appYable. Apply pintas to each Pace S/ ` IIA II—�IIIJLr_—J'1 of truss and posltlon as shown above and on the Joint Details, unless noted ather+Lse. Refer to draeings ISDA-z far standard plate posltlonm $ .p A E OF Atpvre, o division of ITV Building Components brow Inc. sholl not be responsible for any deviation from i A- AN ITW ODMR4NY this drneing, any fortune to b Ad the trvss In confornamce Wth ANSI/TPI L or for hnndUn0, sKppbv. + instaltatlon i b'adfg of trvsses. fg4, R lO.•' A sea on this drawing w cover page asting this d—Ing, YWcotes acceptance of professional rnglr ee —.P. Nty s"y for the ekak7n sha— The suatohllity end use of tine droeing 13399 Lakefront Drive for any s Pon more farnntlon else tystJob'. gemernl rodlmg gue page eseseeb sitosr Earth Ciry,M0630l6 ALPINE, wv4IPlmWte.Coni TPI, wew.tpinst.orgl SBCN wwe.sbclndustryvrgl IM w IccLafe,ar'g AAIAlAl1111 CLR Reinf orcing Member Substitution T-Reinforcement This detail is to be used when a Continuous Lateral Restraint <CLR) or T-Reinf. Is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method Is desired. L-Reinf. Notesi This detail is only applicable for changing the specified CLR shown on single pty sealed designs to T-reinforcement or L-relnforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf, Scab Reinf. 20 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4<)IO 2x8 - 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6W T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 010 Center scab on wide face of web. Apply (1) scab to each face of web. Apply to either side of web narrow face, Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length, Scab Reinforcement; Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o,c. Reinforcing member Is a minimum 80% of web member length. "WARNIN6hu READ AND fUU_DV ALL NDIES ON THIS DRAVINGI s OFMANTse FWNISH THIS WhVING TO ALL CUKTRACiQtS INCLUDING THE INSTALLER& Trusses requV�e exteero care In fabricating, hondlft, shipphg, Instal np and bracing. Refer to and fo4a. tno Intest erstion of BCSI akaWng Component Safety Infornatlon, by TPI and SBCA) For safety practices prior to perforntng these functions. InstaUers shalt provitle tarpowry �bn per BCSL Unless rood othereise, top chord shop hove properly attached structural sheaswnp botCon ch. 1� shall hove a properly attached r1ggb cellhy Locations shoe. For pernanent later.[ restraint of seb, �lJ chNl have brnahg bataUed par 11 above sections th J or Ut as cpplkable. Apply plates to eatl, faro 'uJ of truss and ppo.__ as shorn ahoVv tl on the Joint Drta0.c, Lm[vss mttd other.ke. Refer to dres, 9s 16OA-Z for standard plate positions. Atpirm a dlvlsion of ITV Duildhg Components Group Inc. shall not be responsible for on devlatbn fr AN' W WMPANY ws d'aebg, my Fa0.we to bad the truss h confornonce elth ANSI/TPI 1, or far handing, SNppkv, Installation 6 brneing of trusses. A seal an this deft a cover page llsft this droeba, W4ates acceptance of professlond e nsparv.9rRlttyy sdely Pw the design shorn. The sWtnb0.lty and use of thb droeYp 13389 Lakeeont Drive for omY s b the rasponsbUty of the &iltlbg ]loslpner per ANSViPi 1 Sec2 1338EadLakef a 6DHve For More InFormotlon see this ,Jobs general notes page and these eeb sites, ALPINE, malolnoitsx-, TPI, e—TDInstorn, SBCA, see.sbcbdust .M1 ICO enlccsafo.org Scab Reinf, EL l�iq ,, TC LL PSF REF CLR Subst. DATE 10/01/14 �NSA � � TC DL PSF DRWG BRCLBSUB1014 C DL PSF C LL PSF ,a EOF ❑T. LD, PSF Ow DUR. FAC. SPACING Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be increased for or web member. This design is valid onlyy for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact' the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and spPecies as damaged member. Apply one scab per face, Minimum side member lengths) = (2)(L) + (B) Scab member length (S) must be. within the broken panel. Nall Into 2x4 members usng two (2) rows at 4' o,c„ rows staggered, 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 detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. I- Broken chord may not support any tie-in loads, S L L 4' o,c, 'iTypical i' + 0 + O + O + o O + O + O + O + —I 2' [— Stagger + = Back Face 10d Box (0.128' x 3', min) Nailsl O = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staggered Nail Spacing Detail Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30tl 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 4 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# Hnimun L Distance d II ILJ1� Il-� ILI�IIJr✓ IL'f= ■wn0mtrnNro u i v�ifw m avL� cT�I°ic aSw°a+c n+srnLLrRs g, Mg, shippkg, Mstatllnpp and hrnchg. Refer to and Trusses r.qutre e.trene care H fabrlcntin handling, follow the intact sIt,- of BCSI 1ue,Bng Component Sofvty tnfornwtla, by TP[ and S., for safety practice. prior to performing these functions. Instnile, [hall;avlde tenparary bratlrg per BCSI. structural lateralrre and bottom ChordDRWG Unless 'rated otherwise, tap chord shall have properly shownattachedfor shop have n properly attached rigid ce0.ing. Locations chain for parcanent lateral restraint of ohs .hall have bradn� Installed per BCSI sections 23, B7 or BID, as applicable. Apply jotes to each face of truss and posltlon as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-2 far standard plate positions. Nv µ '�� 'A {; n o � �"��t3 � M �' � No, �. TE OF REF MEMBER REPAIR DATE 10/Ol/14 REPCHRD1014 AN [TWOOMPANY 73389 Lakeeronl Orve Earth City, MO l0— AIpI,e, a division of ITV B,dlding Components group Inc shall net be responsible for an devintlon fron$�ti this drrtwl,g any Fall— to buttd the truss In conformance with MSLITPI 1, or for handling, shipping, Installation t brocln of trusses A seal on this drnwi,g or cover page Ilstlng this drawing, Indicates acceptance of profecslonol engineering respmslhDlty solely for the design shown The sJtabllty and use of this drawYq for any structure Is t{w responsibility of the B.Adbq Designer per ASL'TPI I Seca for na- InFarcotlon see this Job's general notes page��esweb l coFaarg ALPINE, wwwa Ineitw.con) TPI, nw. tnst.orgl SBCA www.slocindus %"r i !� I�O/C �� ri p v �� �ffyyy y f,�R{ tt�,�+! `watt* yy'y %�fYrt411 � t� SPACING 24,0' MAX Y ' THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' D.C. MAX. STANDARD BOTTOM CHORD FALSE FRAME DETAILS SPACING AND IOPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS NOTED ON THIS SHEET 4' 0. OC MAX. LENGTH TOTRIM ILLER 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). w APPLY REQUIRED BRACING (SEE BELOW). - OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX, - FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS -OF —A TRUS WLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS, SINCE MANY.FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' D.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER T USE THIS DETAIL FORT ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOP :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. DS IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME, 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, DER GRADES LESS THAN SPECIFIED ON THIS DETAIL. TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'). iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE+ FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME L❑CATIONS AFTER MODIFICATION, SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE), - 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) 1001 BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0,113x2,5') 2 3' O.C, AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY C2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0.120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY), II111J ■-WMTAW FFu nU MAvµ G TU ° ALL "LL TNOTM�s uVCLMTMS °M ME WTnLLM+s Trusses revere ertrena oaro In fabebntlrg, hontllhp, chlpplr�, hstnlltnp and brnctq. Refer to and Fdlor the latest erBtln,1 of SCSI <BWlrHrp Coriponent Sofety In orrntlnn, y TP[ and A) for sofety prncticec prbe to peefarehg the fun[tlonc Installers shcu provkw tenparnry brotl * per BCSL UNess rated otir ewlse, top chord shop hnve property attnchad struct,aN shoa In and batton ch shot, have a properly nttnched rlpW celhe. %otlons shown for�pppe1Ircnonerrt lateral restroht of vebs shall nave brawg tnstnUetl per BL`SI sectbns 83, B7 or DtO, ns aril able. Apply plotas to end, face of trust nrd pogtlon as sham above and an the .bht Oetnle, =21S rated otherslsr. Refer to drorbps 160A-Z For stondard plate posltlons. ��•` onryR��•,'o,� Q` �Cj�NS' '`.(�'-� ^ N l+i y REF BC FILLER DATE 1D/D1/14 DRWG REPBCFIL1014 AN ItVI/aDMMPFY 13389 Lakefront Dnve Earth City, M063045 Alpha, n dfvtsbn of iTV 8uldln8 Canponantc Gro lne, shall rwt be rasponsl0te for any devbtbn P tFdr drovhp, arty Folure to bJld thr trust In conFornonce etth AHSF/TPI 1, or For haMung, ahlpptrg, hsAtnslbeatlbann LtNb>ros ctlhraa9vltontPYp tasreoulesclsoyevsef.rarpotphe¢ ldLsetsl�nepn tshhLao..dvrnvTbhpe , ah.Atcnabtueqs avcdceputsoenrorf otfHs prdarfae.shstpornl ALPM • s.atalnettw&m,, Me wertpinFor nor* Enfwmtlw see thts storpraneftt notes these SBCAa vssbcLldwstry.orallCO vslccsafc.0m S A I IW OF " • 4 O R ` R si4s }k9N L •:.Oaettt``, __ _ e 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'x3,0a, min) nails at 8' o.c, plus clusters of four nails where shown in figure below 00. N❑TEI #2 is the minimum tumber grade allowed for all species, NOTE; Add 210# uplift (max,) to reported truss uplift for wall connections. oVAR,DNCd.. READ NO FMLDV ALL NUTEs UN THIS DRAVDIGi ..BWURTAHTn FURNISH THIS DRAVING TU ALL CUNTRACTURS INCLIIDDJG THE INSTALLERS. �� TOTAL TOP CHORD NOT TO REF 2X4 SCAB ❑,H. DATE 10/01/14 T—S.es raquh^e ..trenr care L. fabrl=CU g, handlhg, shipping, bistnl6 * and bracing. Raper to and fponlm. t1u latest edition aP BCSI (HhBtlNg Component Safety Inform<lon, by TPI and SBCA) for safety �pENSF F' � LOAD EXCEED 40 PSF DRWG ❑HSCB2X41014 Unless not.�dbothpe—., Wp chi shnil n Ive propariy attorJ�ioe s�trr~icdtu�aiQ ns o Wag and noitaD,�d,w•d 4`\ ., j�0 = CDEAD PLUS LIVE) a �� sh tt have a properly attached rlpid ce0.6rg Locations shorn f.r pernonent lateral restraint of ..bs J or DSO, ig aPWlcc no Aoot plates to ooU fnrs shot( hove bd rsi lm as per 6CSI sections the aC trU.a and ppooSl<lon he- above and On the .Jo412 DetalC, ess noted othel•.kr. �%/ -Z s Refer to dro.ings 160A-Z For standard plate Positions. from S A'�•� OF AN MCOMPANY Alpine, a divWon of ITV BuildingComponents Group 1m shall not be responsible far any devlatlon this dradnp, any fa0.ure to 11 the truss In conformnce .Ilh ANSVIPI 1, or for hanctin , sh pping, � � oaf V �4 hstaltatlon t. bracbg of trusses. A sent on this dra.shg ar cover Page Ustbp *Ws dra*Ki, Indleates acceptance of prafeaslonol .n rYg r< fyhe olaly far the dash, sho.. Tea sWtabu:y a.w r,.. of thk dra.Ng for any stwc e teI Sec e ppapa �� yy 0 fj`Q �Q ¢� ��` �s \\® '¢f�. DUR, FAC, 1,15/1.25 r SPACING 24 1338E L.W.m Drive Eedh City, MO 63046 For mpornoM' ry this Job's��erot�notes orM sltesh ALPINE ..s.alplrwlt.,coni TPA ....tptnat.or91 SBCAh .W.-bchd-IndICG ...Jccsafa." y Hf�� tee'p� AL # ".�HY"` \\\\`\, 12 (2) 16d TOE NAILS O VARIES OPTIONAL SCISSORS BOTTOM CORD (2) 16d TOE NAILS 1 8-0-0 MAX. SPAN L i TYPICAL END JACK (EJ) i N.T.S. 12 1 NAILS vaRlEs � Seee Connection Detail 3 \ OPTIONAL WEB CONRGURATION 3x4 �\ \ (4) 16d NAILS 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 LbAD: 10 10 TOTAL• 1 45 37 STRESS [INC. 1.25 1.25 WIND DESIGN. MM. 160 MPH PER ASCE 7-10 MAYS 24" O.C. **WARNING** Read & Follow all notes on this drawing. Furnish this drawing to all Oontractors including the installers. P EJ Jack (E� ed Jack a_ x CONNECTION DETAIL (BJ) m (2) 16d GUN NAILS ro FOR EACH LOCATION SHOWN TOP & BOTTOM �m�GJ 2x4 SYP Nailer 16" Long Top & Bottom use 16d �pG Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. OPTIONAL WEB tz B VARIES (4) 16d NAILS See Connection Detail TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. %,tyq.11 b 1141111, Ns�?��, N0 MANUEL MARTINEZ, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182 STATE of . 44/- ospn�s P� 0 R `ON A I- Q 1!/AAllOdg4 9 8 c L- c- c- BJ1 tb m BJ3 BJ5 -_ N d- � 1 7' I MV2 00 00 H� Gl m L HILT ro - EJ7A A AlA w w o D D N D D CA D c D -_ v J D V � D G) D co C) BJ5 BJ5 BJ3 r n BJ3 24 D.C. 24 ❑,C, \L BJi BJ1 to td td w t d to V W7, , SCANNED 7W By UNTY 8141rST 9 t IGIF COUNTY HANGER SCHEDULE TRUSS BEARING HEIGHT SWEOULE • UNLESS NOTED OTHERWISE All HANGERS ARE USP 9WS28". 8'-8" ELEV. ROOF TRUSS DESIGN ORIMA HDDR iRU59 CEsw D.MRA T.CLL 20 p.sf. T.C.LL 40 p.sf. TC.D.L 7 p.sf. TCOL 10 p.st B.CD.L 10 P•sf. B,CO.L 5 p.sf. TOTAL 55 p.sf. TOTAL 37 P•st• OURATION FACTOR 1.25 DURATION FACTOR 1.00 WIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED MUD %w 160 m.p.D. 2" FOR PLUMBING IF NESSARY BUDDING DPOSJRE C FLOOR TRUSS SPACING BIRDWG TYPE 1 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 6 4H 3 16 8n 1' — o" BRIG. UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24" O.C. EXCEPT AS SHOWN. DO NOT OUT OR ALTER TRUSSES WITHOUT AUTHORIZATION FROM THIS OFFICE - THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES. NO BACKCHARGES WILL BE HONORED. WARNING c=RWmRaML FRAMINQ wEcros AND/M PEARAND.T LiPA1HC K HOT OF REWOtf ' Y ti 9E IRO54 0112-4 PLA1F MAMGAMIRIR, OR — FA40GM Pfn5WY3 nEClnc 1Rmssa .vE Fwumm ro aaN moeSvaNu AmFs rEaum» DEc11oY eRAmRD reFYR Ls Atwx raRuo;Tn ro PRE1nRr T041Nx0 Aw NmMwnaxc ouMr+o o,rxnw: Arm roavaanr svAauo waRH MAr a REo.1!® N sxrnRc APwulNars sa'BRA@m Wom TRUSSES RAAMFNnRY Aro fE[MRRAeAlbNS' (BC9-Br) iLR iLRWA P6MNAlNN. iRU55eS 9MIL DL NSTALIl9 N A STRA1a1f Atm M1RM P091101L METE NO 9EAINSIG E ARTID macar ro roP AHapR BOTiuM cams, TIET svNL � aRum As sPESED Dn ra wmm+m tEsaa iRUssS suu tE NArDEn Mm RPASONABIL rARE octavo E1ECIIa1 ro FrE1ENr UAMAflf aN FDEpYAL IwMRr. NOTE IT IS THE RMONSIBDITY OF THE BUDDING DESIGNER OR AROBTECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS FNC4NFERINC. SPECI CONSIDERATIONS FOR METANICAL EOUIPMENT ANDIOR PWMBWG (AND THEIR CONNECTIONS) IN 7RU55 SPACE MUST BE DIAGRAMMED BY BORDER ON AP YED TRUSS LAYOUT PRIOR TO FABRICATION, THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE ID117ED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RESPONSIBILITIES". ACCORDINGLY, IT DISCLAIMS ANY RESPCNSIBIUTIES AND OR LIABILITY FOR THE CONSTRUCTION D®OA DRAWINGS. DOCU INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YWR SIGNATURE RILL ACIWOWIIDGE: 1) AUTHORIZATION 70 PROCEED 'WITH FABRICATION. 2) MDRFICATION OF ALL DIMENSIONS AND CONDMONS. INCLUDING WALL HEIGHTS. ROOF PITCH, HEEL HEIGHT. OVEINANGS. CEILINGS, ETC.. 3) TRUSSES WILL RE MADE IN STRICT ACCORDANCE WITH THIS TRUSS LAYOUT. 4) 1 KANE READ AND UNDERSTAND ALL NOTES AND WAFRTNCS ON THIS PACE AND AGREE TO BE BOUND BY THEM. SIGNED TITLE DATE REOUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SHIP DATE IS BASED ON OUR CURRENT DELIVERY SCHEDULE ) R E I S 0 C N S RAN EY COMPONENTS, LLCC 1999E Independece EINd. ^'—^ GROVELAND FL 34736 ANEY OFFICE 352-42®CO COMPONENTS FAX: 352-429-74299429 E—MAIL TrussPlantBraneycomponents.com bHorton IDT/91t W Lo : 93 Creekside 4EAB Aria "c" RaA WN r. LwAravc NUM S =1'—Gr 08-01-2017 GLM