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HomeMy WebLinkAboutTRUSSe Cie countV f RANEY COMPONENTS r� anev 19900 Independence Blvd. II Groveland, FI 34736 fl t?I11 JOlICI1lS, ttc one: (352)429-9429 - (352)429-0304 " Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS00052 Printed: Tue, May 29 2018 Jo - Information: Address: FOR Name and License Number., Custo I rName: Creekside Lot 52 DR H 'rton 8728 Cobblestone Dr Descri Ion: City, State, Zip: 4E9 : 1828-Cali "D" Fort Pierce, FL Lo�lIading Information: Roof L.Lds: Floor Loads: TC Lit: TC Dead: BC Live: BC Dead: TC Llve: TC Dead. BC Live: BC Dead: 0 7 0 10 0 0 0 0 Bldg. IICode: Wlnd Std: Wind Speed. Bldg. Useage: Building Type: Wind Type: FBCf 12017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Page or sheets covered by this seal from: 1 thru 21 Total 21 DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO At 2 AtA 3 A2 4 Ale A3 6 Al GE 7 A4 8 A5 A6 10 A7 11 ABG 12 D1 D1GE 14 C1 15 CiGE 16 M3 ER 18 BJ5 19 6,13 20 BJ1 CJ7 Digitally signed by Manuel Martinez DN: c=US, o=ldenTrust ACES Business ►.r Representative, ou=M AND E ASSOCIATES " PA.,cti=Manuel Martinez, 0.9.2342.19200300.100.1.1 =A01 098000000 1 e Date. 01 ir65.2910: 9.Date: 2016'0529 10:39:49-04'00' Adobe Acrobat DC version: 2015.006.30418 40 015A38 FF 58 818088 7F48 00 99.2E 85 FB 1lsk ltemltas fisctnek :shad ait9acalad by Fdaasrmat M�rttrtaT � GR, tBc.4.4i332f cntt�e ditcafhowe a6aea uslag a SNAa3 �ffirent3c�.dms refir.. r�a'sstad c�t�c!'tt� d«ra�stue nmcs�a9fa;rsd �d zraiad arsd thz .� as�has�s coda rnuxi bsarsri43~.i rxe �gadactra� tr�ias. File Copy Page 1 of 1 - --•• Job Number: 36CS00052 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Truss Label: Al Ply: 1 SEQN: 668615`/ T10 / COMN Qty: 16 FROM: AH DRW: Wgt:224.0lbs .. / ... h 6"9 +1m64°7 I ' I +" 39 64 56-9 NA 136 112X4 �4X6 m3X4 NE X8 Q3X4 m4X6 M X4 � f 05129/2018 I SEAT PLATE REQ. SEAT PLATE REQ. 39'8° �1+ 13 + 12'3 +14'0,+ 257'1 + 2T8 33'S"4 + 39'8? +1� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Sid: 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): 0.187 0 999 240 B 1654 / 709 / 961 ! - / 445 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.479 O 999 180 J 1654 1709 / 961 / - ! - / 8.0 Risk Category: II BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.078 L - - Wind reactions based on MWFRS EXP: C HORZ L 0.140 L - - B Min B Width Re 2.0 Des Ld: 37.00 R )= r9 q Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 J Min Big Width Req = 2.0 NCBCLL: 10.00 TCDL: 4.2 psf Bearings B & J are a rigid surface. 1 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.667 9 g Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI'Std: 2014 Max BC CSI: 0.6DD Bearings B & J require a seat plate. ' Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.593 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 D F - G 1114 -1906 Lumber B - C 1492 -3056 G - H 1255 -2428 C - D 1227 -2466 H - I 1228 -2467 Top chord 2x4 SP 41 D - E 1254 -2427 I - J 1493 -3057 Bot chord 2x4 SP #1 E - F 1114 -1906 J - K 27 0 Webs 2x4 SP 93 Bracing Maximum Bot Chord Forces Per Ply (16s) ti (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. Or lx4'T" reinforcement. 80% length ofWeb member. B - R 2673 -1193 O - N 2105 -826 attached with daBox or Gun (0.1 1me species & R3 Q.5" min.)naade or es MAI � R - Q 2670 -1193 N - M 2671 -1195 6" oc p"�P Q - P 2670 -1193 M - L 2671 -1195 wi*#* wl<��� 1 P - O 2104 -801 L - J 2674 -1195 Loading Truss passed check for 20 psf additional bottom 047182 Maximum Web Forces Per Ply (Ibs) chord live load in areas with 42'-hi h x 24"-wide g Webs Tens.Comp. Webs Tens. Comp. clearance. aw4 . ° I *m , R - C 276 - 5 O - G 494 - 777 WindC-P 418 -596 G-N 464 -164 Member design based on both MWFRS and C&C. ST : P - E 464 -164 N - I 419' -597 OF E - O 494 -776 I - L 276 -6 F-O 1385 -751 40015 38FF5681BOBB7F4800992E85FB tlitItem haaitemala ysrradwdseatndbyF20MMarttaez '�(fl.,ttc.C372H2f en 4"icdatc �#awnatxi�w�ig,a5N�2 a�ihcnt+cac&asraastdr. ?tbad aop cf dotu=t notcoast&"d sls@n Mds Ind grad tFcrsim«ientic;stFs�scola rnszt La�erlf�d eaasyedectrasrk bias. —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shippinq, installinq and bracing. Refer to and follow the latest t a division of ITW Buildin Components conformance with ANSI PI 1, or for h this drawing, indicates acceptance ;e of this drawing for any structure straint of webs shall have bracininstalled per Bi as shown above and on the Join?Details, unless on Of failure to build the g or cover pa e in. The sui bility Ell ney ul-V lent.`' tic X 0 Job Numbej 36CS00052 Ply: 1 SEQN: 668616 / T13 / COMN 4EBB 18281-Cali "D" tDR Horton /4E88 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label! A1A Wgt: 260.4 Ibs .. / ... 05/29/2018 0 6'42 j L � 14'4"7 'f' 19'10° + 22'6"4 1 26'8" 31'9°7 T33'37 39'8° _t 6'4"rJ 1'6" 6'S"15 5'5"9 2'6°4 4'7°121'6' F=6X12 SEAT PLATE REQ. 012X4 =4X6 =3X4 =6X8 82X4 I112X4 =4X7o 39'8" SEAT PLATE REQ. 6'213 3 2'0"1 5'91 2'10" 4' 65°15 6'2"13 12' 14'0"1 19'10" 22'8" 26'8" 33'1°15 39'8° Loading riteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W B 1561 / 708 / 960 / - / 445 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.244 G 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.669 G 999 180 K 1561 / 708 1959 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.128 M - - Wind reactions based on MWFRS Des EXP: C HORZ L 0.240 M - - �) B Min Br Width Re 1.8 g q Code / Misc Criteria CLLd' 10.00 NCBCL 10.00 Mean Height 15.00 ft 9 Creep Factor: 2.0 P K Min Brg Width Req = 1.8 Soffit 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.613 Bearings B & K are a rigid surface. Load D tion: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.599 Bearings B & K require a seat plate. Spacing 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.980 Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 itFT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Chords T GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1424 -2568 Wind Duration: 1.60 WAVE, HS Top chord 2x4 SP #1 Bot cho�i 2x4 SP #1 Webs 20 SP 93 (a) Cont nuous lateral restraint equally spaced on membe,1. Or 1x4 "T" reinforcement. 80% length of web mr ber_ Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails 11 @6"oc Wind � design based on both MWFRS and C&C.NO 041182 WA STATE OF B - C 1489 - 2859 H - I 1743 - 3379 C - D 1225 -2257 I - J 1722 -3418 D - E 1252 - 2218 J - K 1477 - 2841 E-F 1112-1740 K-L 27 0 F - G 1509 -2514 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B-U 2497 -1190 R-Q 20 -9 U - T 2494 -1190 P - N 2985 -1303 T - S 2494 -1190 O - M 36 -15 S - R 1920 - 800 M - K 2477 -1179 00. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. ir U- C 276 - 5 P- G 195 -122 C - S 416 -608 P - H 601 -1075 S - E 463 -160 H - N 807 - 357 E - R 494 - 720 N - O 114 -4 F - R 42 - 515 N - M 2557 -1218 F - P 2273 -1098 N - J 527 -162 R - P 1879 - 657 M - J 390 - 685 P-Q 27 0 40 015A38FF55 81 BO 887E 48 00 992ESS FB This lrumbaawd scaird by mmxtl Martbf=' . E iR.. tec. 471521 psf thadzls iftown abam Was aSM64 ax�tfir;ntieaaia�w¢zsya, �smtnd c�rrxhss dacrr-utaaaa rrat caaxi8zssif :i'a� ax�°v' xaicd anb tkc Sz�ibA asR9teni3rs4Fruaexde m�zsi 5ex�srifs�.d.�zc am°ycil«t�ardc Kmyi43: **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! `"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trus require extreme care in fabricatingq handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Comp nenf Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporaryririey bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins Iled per BCSI sections 63, B7 or 810, om ra�tcnta ur as ap icable. Apply places to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f�efer to 1 drawir� s 160A-Z for standard plate positions. Alpin a division of ITW Buildingq �Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss i 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 engineering responsibility solely for the design shown. The suitability and µ,se of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. s I IJob.Number: 36CS00052 Ply. 1 SEQN: 668617 / T9 / HIPS 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW. Truss Label: A2 Wgt 246.4 Ibs / .. 05/29/2018 �'4°9 TT10T 4547 F 619IL q 2T39 1 31'97 +31'63349°8" 15 1'8 67°9 4515 69 SEAT PLATE REQ. m5X;B�5X6 F G I2X4 m3X4 =3X6 m3X4m3X8 =3X6 ai3X4 112X4 SEAT PLATE REQ. 39'8" 1' 6'2°13 5'10"3 1'11" 5' 1'6"g 5't"12 111"1_ 5'10"3 6'2"13 1' 6'2.13 + 12'0"15 + 14'� 19' +21' 2' '8° +277" 33E + 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: N1 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: 11 Snow Duration: NA EXP: C Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Code ! Misc Criteria Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Bracing Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL / W VERT(LL): 0.156 Q 999 240 B 1561 1710 / 964 1- / 428 / 8.0 VERT(TL): 0.428 Q 999 180 K 1561 1710 / 964 /- /- 18.0 HORZ(LL): 0.068 M - - Wind reactions based on MWFRS HORZ(fL): 0.126 M - - B Min Brg Width Req = 1.8 Creep Factor: 2.0 K Min Brg Width Req = 1.8 Max TC CSI: 0.444 Bearings B & K are a rigid surface. Max BC CSI: 0.536 Bearings B & K require a seat plate_ Max Web CSI: 0.665 Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H i 1145 -1814 B - C 1500 -2823 H - 1 1351 -2345 C - D 1333 -2385 1- J 1333 -2384 D - E 1352 - 2346 J - K 1501 - 2823 E- F 1149 -1820 K- L 27 0 (a) Continuous lateral restraint equally spaced on member. Or 1x4 " T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails, 6" oc. Wind * . ; a Member design based on both MWFRS and C&C. a No. 04V82' F-G 1101 -1552 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 2458 -1192 P - O 2058 - 950 T - S 2455 -1192 O - N 2058 - 950 S - R 2059 - 921 N - M 2456 -1203 R - Q 2059 - 921 M - K 2458 -1203 Q - P 1547 - 589 1 1 , " ir rE of, Maximum Web Forces Per Ply (Ibs) , Webs Tens.Comp. Webs Tens. Comp. T-C 216 -6 P-G 541 -377 C - S 307 -438 P - H 472 -694 �# S - E E - Q F-Q 427 -153 474 - 697 537 -311 H - N N - J J-M 426 309 216 -151 - 440 -9 x4 F-P 317 -297 40 01 SA38 FF 58 81808E 7F48 00 99 ZE 95 FB Tasty item Easkreesccie.. ..s*vdwOwaledtg1Aa ,OMartinez, F�E{r'l. iCc.C4TS&3.! s�tlim�s¢ifaawma5arom ae�ng a SN�.1 ;o-ti�seetCita33€zsa sane.. is9stcd evy�rart}�s d�trrssx ash csa�ed d'gsse:s�rad salad grad i6.2.5Taa.Bhen+3caec4etarrat ieerNIrntiacs7xdecNers cr�;Iu., "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Comp on Safety Information, bVy TPI an7'SBCA) for safety practices prior to performing these functions. Installers shall provide temposrryy ttiley bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a proppefly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing msTalled per BCSI sections 63, 67 or 610, om x„lQ11c Air as applicable. Apply lates to each face of truss and position as shown above and on the Joinf Details, unless noted otherv✓ise. i2efer to t drawings 160A-Z For sgandard plate positions. Alpine, a division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 1, or for handling shipping, installation and bracing of irusses.A seal on this drawing or cover page_ _ listing this drawing indicates acceptance of professional engmeen responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Numberi• 36CS00052 Ply: 1 SEQN: 668618 / T1 / COMN 4EBB 182� IKali "D" /DR Horton /4EB8 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Labelt A1B Wgt: 224.0lbs .. / ... 05/2912018 EJ 6'4"8T10'r9 14'4"7 + 19'1D° h 253°9 T 31'9°739'8° f 6'4"8 1'6" 6'5"14 5'5"9 5'5°9 6'5"14 1'6" 6'4"8 wuv =ano mono onv mom..» SEAT PLATE REQ. SEAT PLATE REQ. 13'4" 5'8" 20'8" "12 5'9"4 2'D°t 59"1 59°1 2'0°16'2"12 1� 6'2"12 12' 14'D°1 19'1D" 257"1 2'0 33'5"4 39'8" Loading riteria (psf) Wind Criteria Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF TCLI 0.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.044 L 999 240 B 438 / 164 / 272 /- / 445 18.0 BOLL. 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.135 L 999 180 S` 336 / 154 / 192 1- / - / 68.0 BCDL: ' 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.014 F - J 872 1384 1645 / - / - / 8.0 EXP: C HORZ L 0.027 F - Wind reactions based on MWFRS Des Ld: 37.00 (T ) Mean Height: 15.00 ft B Min Br Width Re 1.5 NCBCLL 10.00 Code / Misc Criteria Creep Factor. 2.0 9 q = TCDL: 4.2 psf S Min Brg Width Req = - Soffit: 2-00 BCDL: 6.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.548 P J Min Big Width Req = 1.5 Load Du fion: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.480 Re Factors Used: Yes Max Web CSI: 0.538 Bearings B, S, & J are a rigid surface. Spacing: 4.0 " C&C Dist a: 3.97 ft P Bearings B & J require a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber �' Top cho 2x4 SP #1 A - B 27 0 F - G 297 205 Tot choI x4 SP #1 B - C 170 -463 G - H 450 -706 Webs oSP #3 C - D 407 -156 H -1 423 - 745 D - E 567 -150 I - J 708 -1385 Bracing E- F 289 -165 J- K 27 0 (a) Contous lateral restraint equally spaced on member 1x4 "'T" reinforcement. 80% length of Maximum Sot Chord Forces Per Ply (Ibs) web meer. Same species & SRB grade or better, * Chords Tens.Comp. Chords Tens. Comp- attacheith 8d Box or Gun (0. 1 13"x2.5",min.)nails 6" oc J' B - R 515 -399 O - N 565 -98 +� . R - Q 510 -399 N - M 1182 -489 k1QPlating otes ,®41"vt' Q - P 510 -399 M - L 1182 -489 All plate are 3X4 except as noted. P - O 788 - 761 L - J 1186 -489 .182 Wind Maximum Web Forces Per Ply (Ibs) Membei Jesign based on both MWFRS and C&C. Was m' Webs Tens.Comp. Webs Tens. Camp. R-C 310 -16 O-G 510 -751 STATE C - P 465 -700 G - N 492 -182 i'r Ai aq" P - E 674 -1218 N - 1 441 - 654 E - O 720 -297 I - L 290 -4 r;#� + ��a .� F-O 56 -182 40 015A38 FF 55 8180 8B 7F48 00 99 2E 85 FB VSIt lien kwt�ek ea md%aamdby MA .a iMarttnez Yf �.. t&c..eazta2l nn tliacaSe shswa atsasc v�ng aStiA>E zadianr�atirx�a. F tad c"althcsa -,-�= not cmnsiiimd sgmtd=I mied aaadtto;M iaskhent tRCvacm9a mmk W �ifW m=vdatrmvAt ,=IRS. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *`IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Compo ent Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary ctrre/r bracing per BCSI. Unless noted o1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly I attachg. rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, nm xrnents fit as applicable. Apply plate. to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawing i 160A-Z for standard plate positions. Alpine, I division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss inonfonnance with ANSIIfP1 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page - listing this drawing indicates acceptance of professions engineeringg responsibility solely for the design shown. The suitbility and usp, of this 9�awing for any structure is the responsibility of the Sutiding Designer per ANSI1iPl 1 Sec.2. Job Number: 36CS00052 4EBB 1828-Cali "D" /DR Horton MEBB 1828-Cali "D" Truss Label: A3 Ply: 1 SEQN: 668619 / T8 / HIPS Qty: 1 FROM: AH DRW. Wgt:262.0lbs .. / ... 8 IT r 6'4°9 +1fi� 4'5"15 + 47°8 + 5'88" + 47"8 + 4'5 +1'6"� 64"9 w6X6 ll X4 M3X4 m X6 m3X4 esiM m— X4 =-3X6 m3X4 112X4 SEAT PLATE REQ. SEAT PLATE REQ. 3T8" 1' 62"13 5'10"3 1'11" 2'10" 2'10" 3' 5'10°3 + 6'2"13 11, F 6'2"13 12'1" 14' 3 19'10" 22'8° 258° 111 r' 33'5"3 39'8" jr �__P Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 It Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf in PSF) DefltCS1 Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.153 R 999 240 B 1561 1712 1965 / - / 387 / 8.0 Lu: NA Cs: NA VERT(TL): 0.419 R 999 180 K 1561 1712 1965 / - /- / 8.0 Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS HORZ(TL): 0.125 M - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor: 2.0 K Min Brg Width Req = 1.6 Bldg Code: FBC 2017 RES Max TC CSI: 0.380 Bearings B & K are a rigid surface. TPI Sid: 2014 Max BC CSI: 0.453 Bearings B & K require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.690 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Pty,(Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): I I WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1268 -1952 S 40 015A3E FF 5B 81 BO BB 7F48 00 99 2E 85 FB Thu lternlraatn ckcfrvaira° 9zfgnnd and asafad by masercl Martine. Pe (TL. Lk.=71921 on the date zhown aban wwg a Si#A-8 . antis anttazkas, ¢crlr_ Fv1st2d capinalthis doeca;wAme votcaaW&zad s4miand tealad a>,6 LtexS74, 5zAartmt Avsle msat tw aafffL^d m mydactrork . *"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of B - C 1550 -2829 H -1 1397 -2335 C - D 1378 -2374 I - J 1378 -2374 D - E 1397 -2335 J - K 1550 -2829 E- F 1268 -1952 K- L 27 0 F - G 1192 -1700 Maximum Bat Chord Forces Per Ply',(Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 2465 -1238 Q - P 1690 - 751 U - T 2462 -1239 P - O 2043 -10W T - S 2043 -970 O - N 2643 -1010 S - R 2043 - 970 N - M 2462 -1267 R - Q 1690 - 725 M - K 2465 -1267 Maximum Web Forces Per Ply (Ibs) III Webs Tens.Comp. Webs Tens. Comp. i U - C 228 -6 Q - G 238 -200 C - T 323 -464 G - P 536 - 324 T-E 392 -161 P-H 412 -585 E - R 412 - 585 H - N 392 -161 F - R 536 -324 N - J 324 -464 F - Q 238 -200 J - M 228 -8 inp�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the 31 Pl 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. rs acceptance of professional engineering responsibility solely_for the design shown. The suitbility any crirey ntn/rvnevt4 tic T 2 Job Numbed 36CS00052 Ply: 1 SEQN: 668637 / T11 / GABL 4EBB 1828- ali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 �FROM:AH DRW: Truss Labellsj Al GE Wgt: 378.0 Ibs Page 1 of 2 .. / ... 05/29/2018 0'47 13712 19'10" 2510'4 33'3� Wit' 647 TSS 604 604 TSS 841 �21- s �I m o 132 SEAT PLATE REQ. SEAT PLATE REQ SEAT PLATE REQ. SEAT PLATE REQ. -13T 21' 1' 8'2"11 6'11°5 %12 60'4 6'0'4 2 8'1R 11 P F 6711 + 13'2' �3�'12 19'10° T 2510'4 6 ° 33'SS 39'9' 1 1 Loading C'"teria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLI 0.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh 1 RL I W TCDL: 00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.069 U 999 240 B 434 1197 I - 1- ! - 18.0 BCLL: .00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.207 U 999 180 BI 1509 1725 / - / - / - / 8.0 BCDL: 0.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.031 F - - BJ 502 1213 / - 10 / 0 / 8.0 EXP: C HORZ L 0.058 F - X 862 1417 / - / - / - / 8.0 Des Ld: 7.00 Mean Height: 15.00 ft ) 9 Wind reactions based on MWFRS NCBCLL: 0.00 Code / Misc Criteria Creep Factor. 2.0 TCDL: 4.2 psf B Min Brg Width Req = 1.5 Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.514 BCDL; 5.0 psf BI Min Brg Width Req = 1.6 Load Dura jon: 1.25 TPI Std: 2014 Max BC CSI: 0.436 � MWFRS Parallel Dist: 0 to h!2 BJ Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.792 Spacing: .0 " C&C Dist a: 3.97 ft X Min Brg Width Req = 1.5 ' Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: Bearings B, BI, BJ, & X are a rigid surface. GCpi: 0.18 Plate Type(s): Bearings B, BI, BJ, & X require a seat plate. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Lumber Maximum Top Chord Forces Per Ply (Ibs) Top chor 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Bot chor 4 SP 91 :BC2 2x6 SP #1: A - B 27 -20 M - N 62 -74 Webs 2x SP #3 :W2, W3, W7 2x4 SP #1: B - C 170 -439 N - O 64 -75 Bracing C - D 421 -156 O - P 57 -108 (b) scab inforcement. 80% length of web member. D - E 453 -182 P - Q 60 -115 Same siz , species &grade or better. Attach with 10d E - F 494 -215 Q - R 74 -131 Box or G (0.128"x3',m!n.)nails @ 6" oc. F - G . 494 - 215 R - S 128 203 A G - H 528 -240 S - T 224 - 544 (a) Conti ous lateral restraint equally spaced on H - 1 551 - 269 T - U 301 - 653 member. r 1x4 "T" reinforcement. 80% length of Q 1-1 128 -152 U - V 342 - 699 web me ber. Same species & SRB grade or better, }m J _ K 89 -137 V - W 372 -736 attached "th S Box or Gun (0.113"x2.5",min.)nails * e @ 6" oc. y K - L 61 -111 W - X 644 -1352 No 0471 L - M 62 -107 X - Y 27 -20 Special ads -(Lur�er Dur.Fac =1.25 / Plate Dur.Fac.=1.25) Z Maximum Bot Chord Forces Per Ply (Ibs) TC: Fro 56 pif at -1.00 to 56 plf at 40.67 Chords Tens.Comp. Chords Tens. Comp. BC* Fro 4 If at -1.00 to 4 pif at 0.00 a as BC. Fro 20 plf at 0.00 to 20 plf at 39.67 $ SAT OF � B -AD 338 -107 AB -AA 606 -290 BC: Fro 4 pif at 39.67 to 4 pif at 40.67ar AD -AC 335 -109 AA- Z 1148 - 532 TC: 1 lb Conc. Load at 15.17,17.17 ° *, �° + AC -AB 299 -799 Z - X 1151 -530 BC: lb Conc. Load at 15.17,17.17�ma� Plating otes Maximum Web Forces Per Ply (Ibs) All plate are 2X4 except as noted. " Webs Tens.Comp. Webs Tens. Comp. SQL AD- C 303 0 N -AB 153 -190 Wind 400155A38FF5B81BOBB7F 48 00992E95FS C-AE 295 -657 AB -AU 388 -809 You Item h=btmniacta�$ tlwizealodby rAa _I iiaariinax Wind to s and reactions based on MWFRS. AE-AF 297 -657 AU -AV 358 -769 Ert.u`.r�atax(c o�aafwa'uawc''gasxs AF-AG 314 -679 AU-AX 23 -30 Additioq i Notes f AG-AH 316 -680 AV-AW 353 -760 See DW S A16015ENC101014 8, GBLLETIN11114 for rainde r3a d�cr =mme c 3 '°d' � dsre d AH-AC 302 -672 AX-BA 24 -31 arCFFs 1sssent8iwvcrd¢rnt.aesiflrau cloctrmr.% gable wi{d bracing and other requirements. �°+` Al- I 692 -1108 AY -AZ 340 -744 f I AI -AC 708 -1133 BA -BD 24 -31 I 'WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses r quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building omponi Safety Information, by TPI anrTSBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy ctrye;r• )racing p r BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro My attachealpggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as appii ble. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. fkefer to 0 jTveiu� us irawing'd 1160A-Z for standard plate positions. 4lpine, aj ivlslon of ITW Buildiphc�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the russ in nformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ _ isting tl)'s drawingg indicates acceptance of professlonat engineering responsibility solely for the design shown. The suitability and use,' of this dr'awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 0 Job Number: 36CS00052 Ply: 1 SEQN: 668637 / T11 / GABL 4EBB 1828-Cali "D" /DR Horton MEBB 1828-Cali "D" City 1 �FROM:AH DRW: Truss Label: A1GE Wgt: 378.0 lbs Page 2 of 2 / ... 05/29/2018 AI -AK 45 -60 BB -BC 325 -730 1-AJ 659 -306 BD -BF III 23 -30 AK -AN 45 -60 BE-S 372 -782 AL -AM 727 -359 AA -BF 11446 -19 AN-AQ 45 -60 AA-BG 268 -5W AO -AP 700 -337 S -BF 416 0 AQ-AT 44 -59 BG-BH 312 -655 AR -AS 689 -320 BH- W I; 277 -608 AS -AT 673 -312 W - Z 0 AT -AB 636 -266 11282 Maximum Gable Forces Per Ply (lb's) Gables Tens.Comp. Gables Tens. Comp. E-AE 4 -3 AS-M 14 -21 F -AF 45 -57 O -AV 7 -14 G -AG 21 -13 AW-AX 33 -44 H -AH 45 -39 P -AY 50 -65 AJ-J 87 -65 AZ -BA 10 -21 AK -AL 15 -49 Q-BB 28 -39 AM- K 28 -30 BC -BD 78 -42 AWAO 20 -8 R-BE 141 -99 AP- L 64 -68 BG- T 172 -114 AQ-AR 43 -47 BH- U 88 -119 40 015A38 FF 58 8180BB 7F48 00 992E 85 FB 3's�i%lremiM1as C?ccn mlerx pssd'sm9 Seatadhy TRax°vac; rAartLtsr 9 SOL.1k.C. nul.onthe s shawnaEsys .W-InsasRAa aetlien�ti�sar�c. c'�ted c��scdchs� drr.+-ter ma natc�tticTsaei! s�nmzi�d sealnB �odtt�z �A«i av�anii�aSss�cadem+zt tlaarsdfae6-rm a�eztimr.,� cabins. "*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT•* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI anr7SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rirref� bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attached ngid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, om ranertt, ttx as a .plica e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. 12efer to t drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinggComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. . listing this drawing indicates acceptance of protessiona engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the ouilding Designer per ANSI/TPI 1 Sec.2. Fnr mnm infnnnafinn sae this ioh'c neneral nntes nane and these weh sites- ALPINE w aioineitw cam- TP1- wwwtninst.om- SRCk wwwsbcindustrv.com, IM www.ictsafe.om ID 0 • Job Number''36CS00052 Ply: 1 SEQN: 668620 / T7 / HIPS 4EBB 1828 ali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label" �, I A4 Wgt 254.8 Ibs / ... 05129/2018 i 6'4"9 T10°A 12'4"7 15' 19'10" 24'6 27'3"9 1 31'9'7 33'3"7� 39'6" r 649 V 4'S"14 27"9+ 4'10" T 4'10" T 2-7"9 4'5"14 1'6 6949 o3X4 =5X6 F�SX6 G H 03X4E 1 3X4 12 g � �3X6 � 3X6 D 03X4C K @3X4 m LX6(A2) B Lm4MX8(A2) A V U T S R Q P O N 192X4 =3X4=3X6esU4 =3X8=3X4m3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' 13 5'10"2 T 1'11"} 4'10 4'10" 1' i " 5'10 2 6'2"13 11' + 8'2"13 12'0"15 14' 1 19'10" 24'8" 25' 1 11 �r H I-2 33'5"3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 0.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pg NA Ce: NA VERT(LL): 0.158 G 999 240 B 1561 1714 / 962 / - / 346 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT( L): 0.434 G 999 180 L 1561 / 714 / 962 1- /- 18.0 BCDL: 0.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.067 N - - Wind reactions based on MWFRS Des Ld: 7.00 EXP: C HORZ L 0.125 N - - (T )- B Min Brg Width Req = 1.8 NCB L: 0.00 Mean Height: 15.00 ft Code 1 Misc Criteria Creep Factor. 2.0 P L Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.387 Bearings B & L are a rigid surface. Load Du lion: 125 BCDL: 5.0 psf TPI Std: 2014 Max BC CSI: 0.454 Bearings B & L require a seat plate. Spacing: 4.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.467 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Typ'e(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A- B 27 0 G - H 1334 -1958 Lumber be B - C 1577 -2831 H -1 1388 -2093 I C - D 1411 -2370 I - J 1429 -2331 To P r 2x4 SP #1 D - E 1430 - 2331 J - K 1411 - 2370 Bot chord 2x4 SP #1 Webs 2x SP 93 E - F 1388 -2093 K - L 1576 -2831 F- G 1334 -1958 L- M 27 0 • Wind Member esign based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 4 �� ' B - V 2467 -1273 R - Q 1831 - 864 V - U 2465 -1273 Q - P U T 2039 P O 2039 -1026 2039 v "a^ - -996 - T - S 2039 - 996 O - N -1026 2465 -1302 S R 1831 835 N L 2467 04,7102 ' - - - -1302 4.Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. w- V- C 235 - 6 R- H 278 -172 • STATE a C - U 327 -473 Q - 1 404 - 522 e 11 U- E 351 -161 H- Q 546 - 372 E - S 404 - 522 1-0 351 -161 32 -4-8 F-R 278 K-N -172 G - R 247 -290 40 01 5A38 Ef 5B 8s 80 BB 7F+9800 992E 85 FB Ysiix iSsmAsesbsen e{cdr�si�ned.an5 ssalxd by 7 Aaxatarl Mattnx:, f3i (el.. 1Ft.G37.F&2! en lhmx£aaa shawnatxiwc u^.`cng a53f&-i nFxFd; e+rtYtzFaa saxfa. e'9�andcc*F6s5:crxhi3 dtxrr^"srs era not crzx^A im.d mad=12d xrd bA tr6ad m=yed"tmnk 6miB3S:. 'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! !, —IMPORTANT** FURNISH THIS DRAWINGTOALL CONTRACTORS INCLUDING THE INSTALLERS Trusse a quire extreme care in fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Compo n Safety Information, bV TPI an SBCA) for sa ety practices prior to performing these functions. installers shall provide temporary bracing Iper BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly nrrey attached nggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 610, din wtrzrits,,ix as appiir able. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to / drawing 160A-Z for standard plate positions. Alpine, 6 division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss Fn Ionformance with ANSITfPI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing tilts drawing indicates acceptance of ppro essiona engineering responsibility solely for the design shown. The suitability and u4 of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00052 Ply: 1 SEQN: 668621 / T6 / HIPS 4EBB 1828-Cali "D" /DR Horton MEBB 1828-Cali "D" Qty: 1 FROM: AH DRW. Truss Label: A5 Wgt: 212.8 Ibs / ... 05/29/2018 6'4"9 1331 ' 6'r 3739'8" '7''IF I 04"9 7 691006" 7 i 64"9 =5X8 =3X4 il ti :6(A2) 1112X4 =3X4=3X6 =3X8 =3X6=3X4 116(4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" "13 6'9"3 1' 5'10" 5'10" 1' 69"3 6-2"13 1' 6'2"13 13' 14 19'10" 25'8" 26' " 33'S"3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TOLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: N1 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C DefI/CS1 Criteria PP Deflection it loc Udell U# VERT(LL): 0.172 E 999 240 VERT(TL): 0.471 E 999 180 HORZ(LL): 0.069 J - - HORZ(TL): 0.128 J - - Creep Factor. 2.0 Max TC CSI: 0.446 Max BC CSI: 0.558 Max Web CSI: 0.564 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 40 01 SA38 FF 5881B0 60 Wr49 00 99.2EES5 FB Tb�kItem Aas metctArwk2�1,dped =11=1MbyMwwttMartdsae, ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /(W B 1561 1716 / 953 / - 1305 /.8.0 H 1561 1716 /953 /- /- lB.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 H Min Brg Width Req = 1.8 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. i Maximum Top Chord Forces Per Ply,(Ibs) Chords Tens.Comp. Chords Tens. Camp. A- B 27 0 E- F 1502 - 2274 B - C 1623 - 2836 F - G 1425 - 2325 C - D 1425 -2325 G - H 1623 -2836 D - E 1502 -2274 H -1 127 0 1. Maximum Bot Chord Forces Per Ply,Qbs) Chords Tens.Como_ Chords Tens. Como. ill B - P 2472 -1319 M - L 2006 -1008 P - O• 2469 -1319 L - K 2006 -1008 O - N 2006 - 978 K - J 2469 -1348 N - M 2D06 - 978 J - H 2472 -1348 I! Maximum Web Forces Per Ply (Ibs) l Webs Tens.Comp. Webs Tens. Comp. P - C 244 -4 M - F ill 370 -243 C-O 377 -513 K-G 37I7 -513 D - O 444 -170 F - K 444 -170 D - M 370 - 243 G - J 244 -6 E - M 300 - 381 PE (m<L. Ltc.C471821 an t£ta.daxxshawn aba-da t+^,aag a WWI autd�ant�a•.tieas ccuf a. ,:r tmdt nzxmdtf sdc sressarm not cr %rmai8 ngned' dscaled anc tFcs'i A:x ar4henCcsisnarcrsdc tvsxstt acrif .d caraaydectrank raaTins. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI `*IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy r{�y�, bracing per BCSI. Unless noted olhermse,top chord shall have properly attached structural sheathingp and bottom chord shall have a properly attached rigid ceilin Locations shown for ermanent lateral restraint of webs shall have bracing insTalled per SCSI sections 63, B7 or 610, ri711cnt5 uz as applicable. Apply plates to each face otptruss 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 Buildin Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI �f PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pro�essiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2. In Job Numbt 36CS00052 Ply: 1 SEQN: 668622 / T51 HIPS 4EBB 1828II-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Labe�� A6 Wgt: 212.8 Ibs / ... 05/29/2018 64"9 r +11' + 1'1"2 Ti 910�23 '3"7 614"9 47"62 21121 47 349 T M _O U, " = X6 3i SEAT PLATE REQ. =6X6 1112X4 =3X6 w3X4 M5X8 D E F G H 1112X4 =3X4 =3X6 =3X8 m3X4 =3X6 =3X4 012X4 T i0 i (6(A2) SEAT PLATE REQ. 39'8" 1' 6'2"13 4'9"3 3' 2'10"2 i 6'1"9 2'8"5 3' 4'9"3 6'2"13 6'213 + 11' + 14' 16'10"21 22'11"11 �258°� 28'8" + 33'53 h 39.8" Loading G�iteria (p.0 Wind Criteria Snow Criteria (Pg,Pi in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 0.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# LOG R 1 U / Rw / Rh / RL / W TCDL: .00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.191 E 999 240 B 1561 / 718 / 940 / - / 264 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs. NA VERT(TL): 0.525 E 999 180 J 1561 1718 1940 / - / - 18.0 Risk Category: II Snow Duration: NA HORZ LL 0.070 L - Wind reactions based on MWFRS BCDL: 10.00 ( ): EXP: C HORZ L 0.132 L - - B Min B Width Req = 1.8 Des Ld: $7.00 (T ) 11 Mean Height: 15.00 ft J Min Br Width Re 1.8 NCBCLL: 0.00 Code / Misc Criteria Creep Factor: 2.0 9 q = TCDL: 4.2 psf Bearings B & J are a rigid surface. Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.387 P Bearings B & J require a seat plate. Load Dura *on: 1.25 MWFRS Parallel Dist: D to h!2 TPI Std: 2014 Max BC CSI: 0.493 Spacing: .0" C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.481 Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1683 -2609 Lumber B - C 1644 -2814 G - H 1675 -2595 Top chor� 2x4 SP #1 D - E 1683 -2609 Ili- JI 1644 -2 Botch ` 4 SP #1 Webs 2x SP #3 E - F 1683 -2609 J - K 27 0 Wind Maximum Bot Chord Forces Per Ply (Ibs) Member esign based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. S - R 2446 -1332 N - M 2133 -1114 n 4 R- Q 2133 -1084 M- L 2446 -1361 Q - P 2133 -1084 L - J 2448 -1361 P -0 2613 -1371 44 No 047102 w� Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. a S - C 199 -8 G - O 278 -332 „ C - R 300 - 379 O - H 645 -398 STATED - R 369 -177 H - M 366 -176 �, r D - P 656 - 407 M - 1 299 - 379 E - P 274 -327 I - L 200 -10 a� P-G 111 -108 40015A38FF5B81 08B7F4800992E85FB S3afx itamhazk�ccrr c{s s�adaax3;rafad bit #.Lv.�x3 MartHcca, z EifL. Ltc.43d7'.f@2(asc��c3a5aashaelaaBazg tr�ng aSHAnB zenGca.Yicrawxfa, �ssatxd cc�taxrx5da4 dcxr�.u[ri�a nat 5�risidmx�9 yr il xain,fl and iFc �tL�,k ac#hent4taAit�ssc�e mom[ Yamaerifird�t amydccttork c1n,. '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 Componnf Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary ctrrett bracing p(±r BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y attachedInfo id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, a rv�ttnts ,1 as applie. Apply plates to each face of truss and position as shown above and on the Joint- Details, uless noted otherwise. (2efer to drawing0A-Z for standard plate positions. Alpine, ision of ITW Buildingg�Components Group Inc. shall notbe responsible for any deviation from this drawing,any failure to build the truss inrmance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing th s drawing indicates acceptance of professiona9 engineering responsibility solely for the design shown. The suitability and use+ of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 0 I Job Number: 36CS00052 4EBB 1828-Cali "D'/DR Horton /4EBB 1828-Cali "D" Truss Label: A7 6'4"8 9' 1411 6'4"8 27"8 5'3"11 =6X6 D T m4x6 l3:3 Ply: 1 SEQN: 668623 / T4 / HIPS Qty: 1 FROM: AH DRW: Wgt:222.6lbs ... 05/29/2018 1 19,10" 25'4"5 30'8" 33-3"8 39'8" j 5'6"5 5'6"5 5'3"11 2'7"8 6'4"8 =3X4 =5X6 =3X4 =6X6 E F G H fi 6(A2) �T 1 T S R Q P O N M L I"I I112X4 =3X4 =3X6 =3X4 =3X8 =3X4 =3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' 6'2"12 2'9"4 3' 5'9°13 5'9"13 2'0"3 2'9"4 6'2"12 1' 6'2°12 9' 12' 20 3 19'10° 257"13 2T8" 3 33'5"4 39'8" 1' 4'0°3 f 308"� i Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf, NA Ce: NA VERT(LL): 0.246 F 999 240 B 1561 1720 1921 / - / 223 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.676 F 999 180 J 1561 / 720 / 921 / - /- /,8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.075 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.141 L - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor2.0 . J Min Brg Width Req = 1.8 Soffit 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0,395 Bearings B & J are a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.506 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.481 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 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 VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 2028 -3246 Lumber B - C 1669 -28W G - H 1873 -2959 C - D 1625 -2567 H - I 1625 -2567 Top chord 2x4 SP #1 D - E 1873 -2959 I - J 1668 -2806 Bot chord 2x4 SP #1 E - F 2028 -3246 J - K 27 0 Webs 2x4 SP #3 Wind Maximum Bot Chord Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. € B - T 2440 -1350 P - O2993 -1625 T - S 2438 -1350 O - N S-R 2261 -1186 N-M 2261 -1216 -1216 2261 eae Wz R - Q 2261 -1186 M - L 2438 -1379 � xo %s �, �� Q- P 2993 -1615 L- J i0 -1379 2440 NO 04710 er . Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. X T-C 163 -12 P-G 1328 -185 ma STATE OFe C - S 254 - 275 G - O D- S 301 O- H 381 - 523 -565 �' -205 D Q 942 M 1 942 254 -275 V. e - -565 - *I� + a RA Q - E 381 -523 H - M E - P 328 -185 I - L 302 -205 163 -14 * . *e°, of s4 F - P 226 - 300 40 01 5A 38 FF 5B 81801387F48 00 99 2E 95 FB Thk ltem1wbmn ra - _mad assd=afol by FA ,A mzrtvma Pf(BL•Lk. 047101" ttha date si'amiahan wing wAa a�•tl� entisatrra cavie. rued c�aasr�dks daaoairme eavacsass8�rad s�;xnd sealed and theSKk a&Rilest�+i4;ffi9,eGYQ2 nor to xreriPdm asrydixtm.. cfvlm *`WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI anrTSBCA) t0F 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 proprly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, otrr xxtl¢nt5 xac as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. k fifer to I drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , listing this drawing indicates acceptance of professional 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 I Sec.2. Far more information see this mob's general notes a and these web sites: ALPINE: www.al ineftw.com; TPI: www. 'nsto ' SBCA: www.sbdndu .coin ]CC: www.icesafe.o r L a Job Number�36CS00052 Ply: 1 SEQN: 6686351 T20 / HIPS 4EBB 1828} ali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Labe) A8G Wgt: 235.2 Ibs / ... 05/29/2018 2'10" 7' 11'4" 15'4"12 17' r 24+ 28'4" r 32'8" + 39'8" 7' 4'4" 4'0"12 1'7" Al4'4"12 4'1"4 4'4° 7' M2X4=5X8=3X6 =5X10 =6X6 112X4 12 C66 D E F G H I mB BJ T 6p T 'o (a) (b) (a) NV j ih ::�Km4X,X12B3)13 2(B3) � A1-1 T S R Q P O N MU 11104 = -8X10 ==5X6 1112X4 ==5X6 =5X6 8X10 If4X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 11'4" 28'4" 1' 6" 6'7"12 r 4'2"4 _r 2'8" 4'1"4 r ��.1�81.�r 4'1"4 1'8"1� { 4'2"4 6'7"12 6" 6 T1"12 114" 14 19'10" 2X114 2� 32'6"4 39'2" 81, 2B 4- 2 Loading Criteria (psf) Wind Criteria TCLL: 0.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 0.00 Risk Category: II Des Ld. 7.00 Mean Height: 15.00 It Mean NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Dur. tion: 1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 4.0 " C&C Dist a: 3.97 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber E Top chorl I 2x4 SP #1 Bot chord TSP #1 Webs 2x SP 43 Bracing (a) Conti uous lateral restraint equally spaced on member Or 1x4 "T" reinforcement. 80% length of web me ber. Same species & SRB grade or better, attachedith 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.f (b) Continuous lateral restraint equally spaced on memberl IOr 2x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attachOpith 16d Box or Gun (0.135"x3.5",min_)nails 6"ocjj -(LuTber Dur_Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -1.00 to 56 pif at 7.00 TC: N'm 28 pif at 7.00 to 28 plf at 32.67 TC: From 56 pif at 32.67 to 56 pif at 40.67 BC: Fr' m 4 plf at -1 00 to 4 plf at 0.00 BC: F m 20 pif at 0.00 to 20 pif at 7.03 BC: Fr m 10 pif at 7.03 to 10 plf at 32.64 BC: From 20 pif at 32.64 to 20 plf at 39.67 BC: F m 4 pif at 39.67 to 4 plf at 40.67 TC: 200 Ib Conc. Load at 7.03,32.64 TC: 1,171 Ib Conc. Load at 9.06,11.06,13.06,15.06 17.06,1 06,20.60,22.60,24.60,26.60, 28.60,30.60 BC: 13 lb Conc. Load at 7.03,32.64 BC: 7 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,1.06,20.60,22.60,24.60,26.60,28.60,30.60 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in for, Udefl U# Loc R / U 1 Rw / Rh / RL 1 W PF NA Ce: NA VERT(LL): 0.188 1 999 240 B 70 1398 175 1- 1- / 8.0 Lu: NA Cs: NA VERT(TL): 0.520 1 968 180 T 5210 12583 1- 1- 1- 18.0 Snow Duration: NA HORZ(LL): 0.034 M - - K 2102 / 1040 / - / - / - / 8.0 HORZ(TL): 0.063 M - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.3 Bldg Code: FBC 2017 RES Max TC CSI: 0.973 T Min Brg Width Req = 6.1 TPI Std: 2014 Max BC CSI: 0.588 K Min Brg Width Req = 2.1 Bearings B, T, & K are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.990 Bearings B, T, & K require a seat plate. FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp_ Wind A-B 27 -20 G-H 1915 -3871 Wind loads and reactions based on MWFRS. B - C 1219 -607 H -1 2079 -4207 Additional Notes C - D 2918 -1445 I - J 2080 -4207 D - E 2918 -1445 J - K 2000 -4032 Negative reaction(s) of -398# MAX. from a non -wind E - F 176 - 372 K - L 27 -20 load case requires uplift connection. See Maximum F - G 176 -372 Reactions. No 047102 a STATEO 40015A 38 FF5881S0BB7F4900992E85FB Thli Itemwd aalad by MaiwelMarte=, P8 ('cL. itc.04r.azi an t3iccafiasf,aa+n aiisa v.ioga SMA4 21'rUiitntim*n de, metedcu ffiri}dxdwt == not ctaml&,red ifjnwda dscaled arad 2tsst:.irAd2 thenisatc eadc meat Easarifk�d rnacvi dectrards ca&ias: Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 495 -1072 Q - P 2645 -1319 U - T 488 -1045 P - O 3930 -1955 T - S 191 - 96 O - N 3930 -1955 S - R 191 - 96 N - M 3568 -1740 R - Q 2645 -1319 M - K 3538 -1733 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - U 691 -170 G - P 1610 - 780 C - T 1225 - 2569 P - H 483 - 719 D - T 433 - 565 H - N 367 -162 T - E 2018 -4043 1- N 364 -456 E - R 2168 - 949 N - J 817 -434 R - G 1498 -2985 M - J 712 -177 G-Q 337 -31 "WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses fevqire extreme care in fabricating, handlin� shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compo¢pnf Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary arrey bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, o:vI mnettts, ur as appli, ble. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. (2efer to /. drawing 160A-Z for standard plate positions. Alpine, ' 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 pa e_ listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. IJob Number: 36S0052 Ply: Truss 1828-CD1CD O/DR Horton /4EBB 1828-Cali "D" I Qty 1103.E Ibs FROM: AH 624 / T15 !SPEC DRW! 05/29/201 B 6'4"8 6'4"8 2D 1018" a 14'11"8 4'3"8 43"8 112X4 WX4 WX8 112X4 21'4" 6'4"8 SEAT PLATE REQ. r 1, 6'2"12 6'2"12 21'4" 3'1"4 1'4" 4'S"4 9'4" 10'8" 15'1"4 SEAT PLATE REQ. 12 21'4" Loading Criteria (psf) Wind Criteria Snow Criteria (P9,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 Udefi U# Loc R ! U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.040 H 999 240 B 869 1397 / 529 / - / 229 ! 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.109 H 999 180 F 805 / 360 / 463 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.017 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.033 G - - (T )� B Min B Width Re 1.5 � q = NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor2.0 . F Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf p Bldg Code: FBC 2017 RES Max TC CSI: OA77 Bearings B & F are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.31D Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CS 1: 0.325 Camber: i Maximum Top Chord Forces PerPlyI (Ibs) Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Chords Tens.Comp. Chords Tens. Comp. T GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 D - E 1021 -947 Lumber B - C 1194 -1342 E - F 1255 -1349 C - D 999 -946 Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Webs 2x4 SP 93 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ Wind B -J 1138 -946 H - G 1144 -949 Member design based on both MWFRS and C&C. J -1 1135 -946 G - F 1147 -950 I - H 1135 -946 aAzw Maximum Web Forces Per Ply (Ibs) 't Webs Tens.Comp. Webs Tens. Comp. "ease J - C 224 -21 H - E 515 -439 ;• C-H 505 -428 E-G 225 -41 D - H 587 - 588 STATE II� 40 01 SA38 FF 5B 8180 BB 7F49 00 99 2E 95 FB This iEaP.°s8saal>ee9ti alp- lea wJwaled by MmA Martincr, PE fFL,ttc.e4S:St2!anlfladaS2 shawn'aCsrra te�€,g a5}tA•4 aa^.it, endcatims r,�dc_ �p,vecd cr�&seYids�C dosc�,s�ss nmtd dgr�md sail smelma ara? th¢�A>: aastdsstnt±ta8icsswdarayst t�aer3f#cdsmsasapdcctsosdz caC1nL "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI and SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary rtrr0 bracing per BCSI. Unless noted d1herwise,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 Inslalled per BCSI sections B3, B7 or 610, om ratt itts air as applicable. Apply pplates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. t2efer to t drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingy�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 seat on this drawing or cover page_ , listing this drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2. Far more information see this ioh's general notes Daae and these web sites: ALPINE: www.aloineitw.com: TPI: wwwAairist.ora: SBCA: www.sbcindustmotim: IM wwmicesafe.aam r Job Numbe%: 36CS00052 Ply: 1 SEQN: 6686251 T2 I GABL 4EBB 1826�-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Labels D1GE Wgt: 134.4 Ibs I ... 05/2912018 108" F 214" 10'8" 1018^ Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 1 0.00 BCDL: 10.00 Des Ld: f 37.00 CL NCBLC 10.00 Soffit: 11 2.00 Load Du lion: 1.25 Top choto 2x4 SP #1 Bat chord 2x4 SP #1 Webs 2M4 SP #3 I- — 2'e' —+ 1'4" -1 (TYP) ! a4X4 21'4" 1 1 21'4" 1' 21W 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: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 • Plating otes All plate are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additio al Notes See D I,GS A16015ENC101014 & GBLLETIN1014 for gable vq d bracing and other requirements. Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF Pg: NA Ct: NA CAT: NA PP Deflection in too L/defi L/# LOG R I U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.001 H 999 240 p. 81 / 37 139 1- Ill 1256 Lu: NA Cs: NA VERT(TL): 0.002 AE 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): 0.002 J - - P Min Brg Width Req = - HORZ(TL): 0.003 J - - Bearing B is a rigid surface. Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2014 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. Rep Factors Used: Yes Max Web CS 1: 0.088 A - B 27 0 1-1 304 -24 FT/RT:20(0)/l0(0) Mfg Specified Camber: B - C 87 -120 J - K 253 -21 Plate TyPe(s): C - D 80 -90 K - L 202 -23 WAVE VIEW Ver: 17.02.02.1208.15 D - E 105 -71 L - M 154 -43 E - F 153 -50 M - N 105 -64 F - G 202 -29 N - O 74 -84 G-H 253 -21 O-P 81 -113 H- I 303 -24 P- Q 27 0 No 04710 STATE QF E3 40 01 5A38 FF 58 8180 88 7F 48 00 99 2E 85 FB L Xm1=a1ad4 Mu"I Mart cx, n£ FL. w.r4iu2)nnthe dztar hcwa ahavt W.Ing a S)? t aL'NSenticaPCAS C. Pv tndxc az ad'tfda dcxFae tma not craasIdmd sip&Aend=lad an!tha� 3av3han`f,�g9s`za�ca9c ma.ihamcrif5�lusamlydectrars"r- =Am Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B -AE 175 -108 X - W 192 -107 AE-AD 183 -110 W - V 191 -107 AD -AC 185 -110 V - U 189 -106 AC -AB 188 -111 U - T 187 -106 AB -AA 190 -112 T - S 185 -105 AA- Z 191 -112 S - R 183 -104 Z-Y 192 -113 R-P 175 -103 Y-X 192 -107 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C-AE 174 -103 W-J 187 -83 D -AD 88 -65 V - K 153 -73 E -AC 101 -74 U - L 100 -73 F-AB 100 -73 T-M 101 -74 G -AA 153 -73 S - N 88 - 65 H - Z 187 - 83 R - O 174 -103 I-X 0 -162 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anr7'SBCA) b safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted a herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly 'lid. ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 610, e._ Apply plates to each face_ of truss and position as shown above and on the Join Details. unless noted otherwise. (2e1fer to of rfPI 1; or for h acceptance any structure failure to build the g or cover page in. The suit -ability rtne;i ✓` nnxlxmenlx',u r Job Number: 36CS00052 Ply: 1 SEQN: 668626 / T14 / SPEC 4EBB 182E-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW. Truss Label: C1 Wgt: 50.4 Ibs / ... 05/29/2018 T 7' M M a- C=-5X6 14' 7' SEAT PLATE REQ. 1, � ' IIIZA'i 14' T i T T t 14' SEAT PLATE REQ. I ! 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 [or, Udell L/# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.019 E 999 240 B 593 / 272 / 371 / - / 158 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.030 E 999 180 D 527 1234 / 304 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.009 E - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ 0.011 E - - ( )TL� B Min Big Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor: 2.0 D Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BldgCode: FBC 2017 RES Max TC CSI: 0.683 Bearings B & D are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.422 Bearings B & D require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CS 1: 0.119 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any 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: 17.02.02.1208.15 A - B 27 0 C - D 809 -738 B - C 777 -739 Lumber Top chord 2x4 SP #1 i Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP 93 Chords Tens.Comp. Chords Tens. Comp. B - E 598 -536 E - D 598 -536 Wind Member design based on both MWFRS and C&C. I I Maximum Web Forces Per Ply (Ibs) "$ it Webs Tens.Comp. C-E 311 -82 40 01 5A 38 FF 56 8180 BB 7F49 00 99 2E 85 FB Thu ltantusbe clealwiWyAned:WAnzaladby PAMA MA01n,=, Zn.. tis.oiT.ivjon oadwYcsh nabm tr4nga514A•1 zzthendOcJ4ieaS%d d& wand xffPims d0i4 doanm au=gotcamnAawd %endaad mind. and ibe saa9.sa ns:1h pacazion ode nuut tomifl jMWj dedmnk CMIDL '*WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS v drP P,rtreme rare in fahr!ratinn handling. shiooinu. installina and bracing. Refer to and follow the latest r a division of :Mraint of webs shall have bracing installed per B1 as shown above and on the Joint- Details, unless on Of failure to build the g or cover pa e _ in. The swtabrhty cxtrey. o>tr]rzrlie{rts nr any ral nl n iJob Number 36CS00052 Ply: 1 SEQN: 668627 / T3 / GABL 4EBB 1828i all "D" /DR Horton 14 EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: TrussLabe C1GE Wgt 78.4 lbs / ... 05/2912018 7- + 14' 7' 7' �-18" - +ITYPN G=4X4 �-1, i Loading C II. (psf) Wind Criteria TCLL: 0.00 Wind Std: ASCE 7-10 TCDL .00 Speed: 160 mph BCLL: .00 Enclosure: Closed BCDL: 0.00 Risk Category: 11 EXP: C Des Ld: 7.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: .00 BCDL: 5.0 psf Load Du on: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: .0" C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 4 SP #1 Bot chord 4 SP #1 Webs 2x4 P #3 • Plating N tes All plates lire 2X4 except as noted. WinIsign Member based on both MWFRS and C&C. Additiona Notes See DWG A16015ENC101014 & GBLLETIN1014 for gable win' bracing and other requirements- 14' 14' 1' 14' Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF 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): -0.001 F 999 240 L' 84 / 39 140 /- / 12 1168 Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.002 E - - L Min Brg Width Req = - HORZ(TL): 0.002 E - - Bearing B is a rigid surface. Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.118 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2014 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp. Rep Factors Used: Yes Max Web CSI: 0.061 A- B 27 0 G - H 213 -26 FT/RT:20(0)/l0(0) Mfg Specified Camber: B - C 14 -66 H -1 157 -48 Plate Type(s): C - D 61 -28 I - J 105 -69 WAVE VIEW Ver: 17.02.02.1208.15 D - E 113 -17 J - K 87 -89 E-F 165 -14 K-L 84 -106 F-G 221 -17 L-M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-V 145 -46 R-Q 164 -49 V - U 153 -47 Q - P 159 -50 U-T 158 -48 P-O 155 -51 T-S. 161 -49 S - R 164 -49 O-N N - L 150 144 -53 -55 ��eka e ,a wr* " � �e- � Maximum Gable Forces Per Ply (Ibs) No 047102 IS Gables Tens.Comp. Gables Tens. Comp. C - V 122 -56 Q - H 205 -83 D - U 115 -75 P -1 159 -72 E-T 159 -72 O-J 115 -75 .,,. a:. F - S 205 - 83 G - R 13 89 N - K 122 - 56 40 015A38 FF 55 81 BO 88 7F 4800 99 2E 95 FB Wk itatrtto bs 4learan y4nedaaed ={ad by Ua..l Marro", PE(rt. Lk.947182ion kiatlaRCshCWni tNFflg aSM,�3 muthemtkaMmCodm. -mead copinvIthk dm.erur�atara not =4&t d*nrd=d smiled =dt11,4 A3zvMcAdaU=c� d*n.tItA a fWmaar ctaatmrk- t=jm '"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses r 9uire extreme care in fabricating handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building C om p . . [Safety Information, by TPI an9'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rrne bracing pee BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, om �nCnts rtr as applica e. Apply places to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to 1 drawings 60A-Z for standard plate positions_ Alpine, a I ivision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in formance with ANSI I PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing th drawing indicates acceptance of prolessiona engineering responsibility solely for the design shown. The suitability and use 1of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36GS00052 Ply: 1 SEQN: 668628 / T22 / HIP_ 4EBB 1828-Cali "D" /DR Horton MESS 1828-Cali "D" Qty: 2 FROM: AH DRW: Truss Label: M3 Wgt: 11.2 Ibs .. / ... 05/2912018 12 C 6 T M 2X4(A1) B ;t to A D SEAT PLATE REQ. 2' 2, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf- NA Ce: NA VERT(LL): NA B 87 / 69 1144 / - / 64 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 32 / 5 / 29 / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - C 13 / 28 / 12 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.000 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 It Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.094 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSi: 0.023 C Min Brg Width Req = - gearing 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: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply, (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.16 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 13 0 B-C 6 -38 Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Maximum Bot Chord Forces Per Plyi(lbs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 1 II 4001SA38FF588 00BB7F4800992E85FB Mu Itemts'szPae and=led by fitaaaml Wrtintr �E(Ci., t$e.M.�lrf2{czc tltez3axz xhsarrte teas SK4,L ai�iant3ca.�Crs emia. tndcr 5as�rth3sd�€raarenot czad&md AFdmdmied arad tt14 Sz ontira4ic4=A0 riserr biltdb..cna Tdcctrerrk cnrAnl. —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Componeng Safety Information, byy TPI ancTSBCA) r safety practices prior to performing these functions. installers shall provide temporarryy rrtrey' bracing per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache tl rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 83, B7 or 910, �nr r nzrrt Ur as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf-Details, unless noted otherwise. P fer to i drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the miss in conformance with ANSI Pi 1, or for handling shippincl, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of rofessional 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 ANSIfTPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineKw.com; TPI: www. inst.o ' SBCA: www.sbcindu .mm' IM www.iccsafe.org Job Number{ 36CS00052 Ply: 1 SEQN: 668629 / T19 / EJAC 4EBB 1828 ali "D"MR Horton /4EBB 1828-Cali "D" Qty: 14 FROM: AH DRW: Truss Label: EJ7 Wgt: 23.8 lbs .. / ... 05129/2018 C 7 7- 12 6 M o in cr), "v 2X4(A1) B A D SEAT PLATE REQ. 7' Loading G "teria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: � 0.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in IoG L/defi L/# Loc R / U ! Rw / Rh / RL / W B 336 / 117 1259 / - 1173 16.0 TCDL: l.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: II10.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 / 20 / 101 ! - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.014 D - - C 171 1133 /91 / - / - / 1.5 Des Ld: 7.00 EXP: C HORZ L 0.025 D - - R ) Wind reactions based on MWFRS Code / Misc Criteria NCBCLL:jlo.00 Mean Height: 15.00 ft Creep Factor. 2.0 B Min B Width Re 1.5 r9 q = Soffit: 2.00 TCDL: 4.0 psf BCDL: 5.D psf BldgCode: FBC 2017 RES Max TC CSI: 0.496 D Min Brg Width Req = C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.368 Bearing B is a rigid surface. Spacing: 4.0 " 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 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 1Chords Tens.Comp. Chords Tens. Camp. Lumber A - B 27 0 B - C 77 151 Top chor 2x4 SP #1 Bot chor 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member esign based on both MWFRS and C&C. B - D 0 0 10 0 7182g .m STATE F SEMALk 40015A FF5B81f30BB7F4800992E&5FB iflt item oln teem aletatva8s**n•dd anct lad by mam.1 Mart1w, ZVt. uc.047.11MIanth daft, zirxwraabavaw,$rjgaSKIR3 a mentims =-je. rY15ted cro=uffthg� dr.-:•.Awe not crom± s'md Apw! a adzcaied a.d ttyz SKA;3 asAhen6mSzac4de ins.t taemffkd matjdilctrara: ra�inx. '*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses eqquire nF Compliformation extreme care in fabricating, handlingq shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building j Safety. Information, bV TPI anr7'SBCA) fc safety practices prior to performing these functions. Installers shall provide temporary /n bracinr BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachggid as apble. ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 1 Q om nnents ur Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. {tefer to j, drawin60A-Z for standard plate positions. Alpineivision of ITW Buildin�LComponents Group Inc..shali not be responsible for any deviation from this drawing,any failure to build thetruss bracing this drawing informance with ANSI�PI 1, or for handl% shipping, installation and of trusses.A seal on or cover page_,listings drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability this for is the the Building Designer ANSUTPI 1 See.2. and uof drawing any structure responsibility of per For mor see this iob's eneml notes a and these web styes: ALPINE: www.al ineft w.com; TPI: www. tnst.o ; SBCA www.sbcindu .com• Ica www.iccsate.o I i I Job Number: 36CS00052 Ply: 1 SEQN: 668630 / T16 / JACK 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 4 FROM: AH DRW: Truss Label: BJ5 Wgt: 16.8 Ibs .. / ... 0512912018 C T �i o� I r � (V B 2X4(A1) A D SEAT PLATE REQ. 5' 1 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 Udell U# Loc R / U / Rw / Rh / RL / W B 263 / 96 / 208 / - / 129 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ca: NA VERT(LL): NA BCLL: ' 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 90 113 170 / - ! - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 D - - C 119 / 93 / 62 / - / - / 1.5 Des EXP: C HORZ L 0.008 D - - ) Wind reactions based on MWFRS Code! Misc Criteria .00 NCBCLL: 10.00 Mean Height: 15.00 ft 9 Creep Factor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0309 . D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.182 C Min Brg Width Req = - Bearing B a rigid surface. Spacing: 24.0 " P 9� C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. r Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Ch d T C Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. mi 4001SA38FF5081BOBB7F4800992E95 FB rhis Itemhssxbecnc si ada warad by vtaxs lMarthez, -921 an 00da3n;shar+aakam a�1g aSP S au-thenffisatrs�sse�dse. Prlbtadcaplsai'&,h d=Lr�atma not c ad% n*d2Ad salad a dvts 'E aaAhent atievrcade re site �cdfbd on mydectmrk raylas.. Chords Tens.Comp. or s ens. omp. A-B 27 0 B-C 53 -120 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 II I "'WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shi ping, installing and bracing.Refer to and follow.the latest edition of BCSI (Building Component Safety Information, by TPI anrTSBCA) for salPety practices prior to performing these functions. Installers shall provide temporary �t#� bracing per BCSI.. Unless noted d"therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ngid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 910, © Fonartrs ur as applicable. Apply lates to each face, of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to 7 drawings 160A-Z fdr =dard plate positrons. Alpine, a division of ITW Buildinf�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 shippinlq, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing, indicates acceptance of pro�essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see thislob's general notes page and these web sites: ALPINE: www.al inedw.com' TPI: wane. into ; SBCA: wwwsbcindu .com; ICC: www.iccsafe.o ) r , Job Numbei11 4EBB 1828 36CS00052 &Ii "D" /DR Horton /4EBB 1828-Cali "D" Ply: 1 Qty: 4 SEQN: 668631 / T17 / JACK FROM: AH DRW. Truss Label I BJ3 Wgt: 12.6 lbs / ... 05/29/2018 C 12 6 T O � = 2X4(A1) B (V 1 A D SEAT PLATE REQ. 3' 1' 3, Loading riteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 0.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 193 / 76 / 162 / - / 86 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 / 6 / 41 / - / - 11.5 BCDL: 110�.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.003 D - - C 64 151 / 30 / - / - . / 1.5 Des Ld: 37.00 EXP: C HORZ L 0.003 D - - (T )- Wind reactions based on MWFRS Code / Misc Criteria NCBCLL.' 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor. 2.0 B Min B Width Re = 1.5 r9 q - D Min Brg Width Req = - Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.174 C Min Brg Width Req = - Load Du lion. 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.072 Bearing B is a rigid surface. Spacing: 4.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: 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. 17.02.02.1208.16 Chords Tens.Comp. Chords Tens. Comp. Lumber 11 A - B 27 0 B - C 29 -105 Top chor 2x4 SP #1 Bot chor 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member esign based on both MWFRS and C&C. B - D 0 0 0 STATE OF ;as 40 01 SA38 FF 50 81 BD TSB 7F 49 00 99,2E 85 FB Tick Item hay bomeletaxxir jsdgred.znd =aladtrotMeet! Mtartin"; E ift. Lk. 04702f an the date %her+aabaw utgna a SRA4 ' ate&ielit�ta'i&Zt�3e. . zabtnd crvaasai sd,+e•„ moot axzIdmild WWzenbt atfC tt"25rt.4t2,ssAhentkatisxsendR M4:.t uiC AliltftadCdl am�eiiXtfAt3�' `*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *`IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trussel require Compo en[ bracing er extreme care in fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary t; BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attach riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing(] installed per BCSI sections 63, 67 or t 10, enr rnprents, iic ble. Apply to face truss and the JoinCDetails, unless noted otherwise. F�efer to f as appli, drawings plates each of and position as shown above on 16OA-Z for standard plate positions. Alpine division truss i conformance of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the with ANSI�I PI 1, or for handling shipping, installation and bracing of trusses.A seal on this clrawmg or cover page_ , for the design The listinghis drawing indicates acceptance of professional engineering responsibility solely shown. suitability drawing, and ue Information of this for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more see this'ab's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA: www.sbcindu .com' [CC: www.!ccsafe.o Job Number: 36CS00052 Ply: 1 SEQN: 668632 / T18 / JACK 4EBB 1828-Cali "D"/DR Horton /4EBB 1828-Cali "D" Qty: 4 FROM: AH DRW: Truss Label: BJ1 Wgt: 11.2 Ibs / ... 05/29/2018 4 3 1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 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 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C n 12 6 F,� C 2X4(A1) B SEAT PLATE REQ. T T th II CD LO M � Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): NA B 150 / 77 / 145 1- / 42 /!8.0 Lu: NA Cs: NA VERT(TL): NA D 11 / 10 118 / - / - /1.5 Snow Duration: NA HORZ(LL): 0.000 D - - C -14 128 / 25 / - / - /11.5 HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.163 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.015 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply ;(Ibs) WAVE VIEW Ver: 17.0102.1208.15 40 01 SA38 FF 50 81 B08157F48 00 99 2ES5 FB Tbfsfremimbomaletrrmsicajsancd'md=ladbyMa zlMaftb=, PE%Ti.. ltc. H4FIE3f sin �ieda2v tts�wstaE rig a sN�l ... N ed 4cptaoft�% doammt Mnot cmde rnd S*Mvi zndwalad sand Rhc.',..i+1. .T asuifSanL,,ciA#ww¢ 2CHost Ina—Afad enwgd ctronk� C=IDs.. Chords Tens.Comp. Chords Tens. Camp. A-B 27 0 B-C 28 -19 I� Maximum Bot Chord Forces Per Ply.(Ibs) Chords Tens.Comp. B-D 0 0 II I �i i —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) t safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwisejop 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, �A7 mvrenrs ur as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to 7 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 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 pr 3 esstona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITP11 Sec.2. F umber!LL 36CS00052 Ply: 1 SEQN: 6686341 T21 / HIP_ 1828 �C ali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 2 FROM: AH DRW: Label: CJ7 Wgt: 42.0 Ibs / ... 1 I SEAT PLATE REQ. 6'3" + 9110"1 6'3" 3'7" L 05129/2018 6'1"4 i 3.2„4 i9'6"1r3 6'1"4 9'10 1 3" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 0.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL 1 W B 330 1208 1- 1- /- 110.6 TCDL: .00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.015 G 999 240 BCLL: 0.00 Enclosure. Closed Lu: NA Cs: NA VERT(TL): 0.041 G 999 180 E 385 1175 1- 10 / 0 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 / - / - 1- 11.5 Des Ld: 7.00 EXP: C Mean Height: 15.00 It HORZ L 0.008 F - - R )= Wind reactions based on MWFRS NCBCLL: ' 0.00 Code / Misc Criteria Creep Factor. 2.0 B Min B Width Re 1.5 r9 q = Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.241 E Min Brg Width Req = _ Width Req = Load Du lion: 1.25 " P MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft TPI Std: 2014 Rep Factors Used: Yes Max BC CSI: 0.326 Max Web CSI: 0.256 D Min Brg Bearing B is a rigid surface.Spacing:j4.0 Bearing B requires a seat plate. Lac. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Ch d T Co Chords Tens Com Lumber I, Top chor 44 2x4 SP #1 Bot chor 2x4 SP #1 Webs 2xI SP #3 Special bads --(Lurr�er Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: Fro 0 plf at -1.41 to 55 plf at 0.00 TC: Fro 2 plf at 0.00 to 2 plf at 9.84 BC: Fro 0 plf at -1.41 to 4 plf at 0.00 BC: Fro' 2 plf at 0.00 to 2 plf at 9.84 TC: - lb Conc. Load at 1.41 TC: 12 lb Conc. Load at 4.24 TC: 21 lb Conc. Load at 7.07 BC: 20 lb Conc. Load at 1.41 BC: trip lb Conc. Load at 4.24 BC: 1 t� lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. b 40 015A 8 FF 56 81 BO 8B 7F 48 00 99 2E 85 FB rfak rtlam has DectacicrdtotsPc'a pa .nod a�x9=Aadby b3a ,*l Mari9tes &'S VL< uc.r4ns2f an 0e da2a shown atxara wig a SK44 �a�seast�aa.s�-ssaxt�� talc rxt du_c�a ammnotc-rid vds�aaarand=Ld :rac 7,ic.SiaxdffienCca93�aacsde mrx4�a ver3f�J.ear a�gsdcctrac�c rc�iac. ors ens. mp. p. A-B 14 -11 C-D 55 -72 B - C 330 - 650 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp- Chords Tens. Comp. B-G 6W -290 F-E 0 0 G - F 591 - 288 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. 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 Trusses -,re extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componn[ Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary [rnett bracing p'er BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachenpid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as appli ble. Apply plates to each face otptruss and position as shown above and on the Join Details, unless noted otherwise. kefer to nn//mtrentxnr drawings 160A-Z for standard plate positions. Alpine, aldivision of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in Conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing t is drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and us of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. Gable Stud Reinforcement Detail ASCE 7-10i 160 mph Wind Speed, 15' Mean_Height,__Enclosed, Exposure C, Kzt = 1.00 -_ - - Orr -140 mph Wind" Speed, -15' Mean-Helgh4; Partlally-Enclosed,-Exposure C,-Kzt = 1.00 Orr 140 mph Wind Speed, -15' Mean Height, Enclosed, Exposure D, Kzt = 1,00 Orr 120 rah Wind Sneed. 15' Mean Heloht, Partially Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species I Grade No Braces (1) lx4 'L' Brace w (1) 2x4 'L' Brace IN (2) 2x4 'L' Brace r (1) 2x6 'L' Brace 11(2) 2x6 'L' Brace 1111. Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12, 2' 12' 8' 14' 0' 14' 0' S P F #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' -j U O H P Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' It' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' S P #1 4' 0' 6' 8' 6' It, 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' #2 3' 10' 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' P L #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, li' 11' 8' 14' 0' 14' 0' Stud 3' 9' S' 3' S' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' 11' Ill 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' it, 9' B' 10' 4' 13' 1' 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' ill 0' L3' It' 14' 0' 14' 0' 14' 0' -N _ 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' U Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10' 10, 13, 9' 14' 0' 14' 0' 14' 0' O H F Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10, 5' 10' 10, 12, 8' 13' 7' 14' 0' 14' 0' al 4' 7' 7' 7' 7' I1' 9' 0' 9' 4' 10, 8' it, 1 14' 0' 14' 0' 1 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7' 9' e' 10' 9' 3' 10, 7' 11' 0' 13, ill 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, it, 13' 4' 14' 0' 14' 0' 14' 0' CU D F L 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' t0' 10, It, 10, 12' 7' 14' 0' 14' 0' d LJ U S P F u #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 7' e' 2' 8' S' 9' e' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' O (� F Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11161 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X #1. 5' V B' 5' e' 8' 9' Il' 10, 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 10' B' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 9' 7' 4' 7' 10' 9' 8' 10' i' Ill 7' 12, 0' 14' 0' 14' 0' 14' 0' 14, 0' D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' SO' I' 11' 7' 12' 0' 14' 0' 14. 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11, 6' 12' 0' 13' 7' 1 14' 0' 1 14' 0' 14' 0' able Truss glagonal brace option - T vertical length may be doubled when dlagonnl 18 )K brace Is used. Connect L I diagonal brace for 600# at each end, Max web Brace total length Is 14'. 3IE3f 2x6 DF-L #2 or better diagonal 'r Vertical length shown brace, single 8' 4n table above. I or double cut L 1 45' (as shown) at upper end. Connect dlagonnl at .` midpoint of vertical web. Refer to chart above for w VARND G" READ AM FOLLOW ALL Nt7=- ON THIS DRAWHX'd wwDPMTANT- FURNISH THIS DRAWING TO ALL CaNTRACTORS BMLLUIR G THE DATALLERS Trusses require extreme care In Pabrtcathg, h4,.W ."p,ng, InstatUng and bracing. Refer( -to and foaor the latest aNSlon of BCSI (Hus,Brrg Conporant Safety [nfar,ntlon, by TPI onxl SBCA) for'.safety prnctices prior to performing thew fonctlons. InstatterII shill provide temporary bracing par BCSL qrg Untess noted otherwise, top chord shalt have property attached structural sheathing erM bott8n chard d �� shall have a properly attached rigid alOr,g. Locotlrns stem Far perranent lateral restraint of webs O shalt have bracing Installed per SCSI cacti- 43, B7 or RIO, as apolcoble. Apply plotas to oath face - of truss and position as sho.n above And on the Joint DetAR6, =1%Cs notatl otherwise, Refer to drawings 16OA-Z for IItandArd plate positions. Ina, a dlrislon of ITV BuRWng Co ents Group Inc shalt not be responsible Far— deviation from w AN ITWCOMPANY this drawing, any failure to Wt t btu zs In confornonce with ANSI/TPl 1, or for hanWing, shipping, Installation A bracing of trusses. A seal an this drawing or cover page Ostlrre this drawY,g, Indicates uxeptmce of professional engl earlre ro solely for the design show,,. The 5,4taper and use of this drawing 133n9 Lakefront Drive for any stn+etrre Is rrlpmnsbClty of the Busdhg Deslgrxr per ANSI/iPI 1 Ser2. 1338EartCity, Mot DO-3G45 For more information see this Job's general notes page and those web sltea ALP1NEi nr.ntpirnvltr,con) TPL wrr,tpinstorg) SBCN wrw.sbchductry.org) ICP rrrlccsafa.org Bracing Group Species and Grades, Group AI S ruce-Pine-Fir Hen -Fir #I / #2 Standard #2 1 Stud #3 1 Stud 1 #3 Standard ➢ou ins Flr-Larch Southern Pinewwr 93 LArd Group BI Hen -Fir #1 b Btr #1 Do las Flr-larch Southern Plneuww #1 #1 #2 #2 lx4 Braces shall be SRB (Stress -Rated Hoard). awFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable l russ Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 ptF over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3,0' min) nails. ilE For, (1) 'L' brace, space malts at 2' o.c. In 18' end zones and 4' oc. between zones. ill'AlFor (2) 'L' braces. space malls at 3' ox. In 18' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 807 of web member length. Gable Vertical Plate Sizes Vertical Len th No Splice Less than 4' 0' 2X3 Greater than 4' 0', but less 3X4 /GrATS OF ®rt ! JAVs-' MAX, TOT. LD. 60 PSF 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 nr, IPn mnh Wind Snood. 30' Mean Hnlnht. Partlaliv Enclosed. Exooaure ➢. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces (1) lx4 'L' Brace it (1) 2x4 'L' Brace x (2) 2x4 'L' Brace R (1) 2x6 'L' Brace if (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' B' 6' 3' 6' G' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' S P F #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' B' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' U Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' li' 2' 11' 11' 13' 7' 14' 0' a O F Standard 3' 6' 4' 7' 4' it' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13, 1' 14' 0' 0l #1 3' 10' 1 6' 4' 6' 7' 1 7' 6' 7' 9' 8' it, 9' 3' 11' 9' 12, 2' 13' 11' 14' 0' #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13, 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' B' 9' 9' 1' 10, 1' to, 10, 13, e' 14' 0' 78 (U D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10' 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' B' 6' 1' 7' 9' 8' 3' e' 11' 9' 7' 12' 2' 13, 0' U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' e' 9' to, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' S P F #3 4' 0' 6' 7' 7' 5' 8' 4' e' B' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' LJ u Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' Ill 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' O I� F Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' it, 10' 4' 11' t0' 12, 8' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10 ' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' 0 P #2 4' 2' 7' 2' 7' 5' 8' 5' e' 9' 10, 1' 10. 6' 13, 3' 13' 9' 14' 0' 14' 0' #3 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' to' 5' 12' 5' 13' 3' 14' 0' 14' 0' QJ D F L Stud 4' V 5' 11' 6' 4' 7' 11' 8' S' 30' 0' 10' S' 12' S' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10, 2' ill 0' 11' 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' cs S P F #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' U Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, Il' It' 5' 14' 0' 14' 0' 14' 0' 14' 0' O F Standard 4' 5' 6' 6' 6' 11' 8' e' 9' 3' to, il' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' x #1 4' 10' 8' 0' B' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' P #2 4' 8' 7' 11' 6' 2' 9' 4' 9' 8' it, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' x-"I Stnndnrd 4' S' 6' V 6' 5' 8' 1' 8' 7' 10' 11' 11' 5' 12' 8' 13' 7' 14' 0' 14' 0' able Truss ' Diagonal brace option, T vertical length may be doubled when diagonal 18' brace is used. Connect L diagonal brace for 690# at each end. Max web Brace total length Is 14'. i 2x6 DF-L #2 or better diagonal T I +1 Vertical length shown I brace) single 8' A In table above. or, double cut L 1 45' (as shown) at i upper end. Connect dlagonT at-11111Ihf1/ midpoint of vertical web. _jKRefer to chart above for ronx g,NPuie r�(Ni —VARNINEdew READ AM FOLLOW ALL NOTES IN TS DRAVINfd �` HI . --WJP RTANT.. FLRNISN THIS DRAWING TO ALL CONTRACTORS INCLUDIM) THE INSTALLERS. Trusses require extreme care in Fabricating, handling, sMppirg, Installing and bracing. Refer to and failov th¢ latest adal ition Of SCSI uildng Conponent Safety Informothn, by TPI and SBCA) for safety ` practices prior to performing these functions. Installers shall provide temporary brating per BCSL Unless noted otherwise, top chard shall have properly attached structural sheathing and bottom chord ��Mr shall hove a properly attached NpW ceBMg. Locations sh.- For pernanent lateral restraint of -et- shall have bracing Installed per SI sections B3, B7 or BIB, s applicable. Apply plates to each face _ .d. �LP t Q aof truss and position as sho.n above and on the Joint Oetnts, unless noted otherrlse. Refer to drawings 16CA-2 for standard plate positions. _. - - ,-o-dwfiti>r.-of:1iY_-Dolt _ p�ponents-Group-7pc.shnu�as_b�res�sl Me far any deviation fron .. AN fIW CLOMPANY the droving, any Fallon. to bAI truss �c6nfornaue wtttrANst/TPI-1,-cr�or handlhp.-alil{p4g-- - - installation 6, braci g of trusses. A seal on this drawing a cover page listha tNs droving, Indicates acceptance Of PmfessIamol l p en ee, responser0lty solely for the design shown The suitobAlty and use of tins drawing for a y struchve Is the respan Ability of the BuKOV Desianer Per ANSI/TPI 1 SecZ Eadh City. MO Olive 4,c r Eenh City, M0 63045 For awe Information T see this Job's SBCAl notes page and these web sites, ALPINE) rrr.alpineltv.coml TPh ww.IpinsLorgi SBCA, wwr.sbcindustry.Org, ICG wwvlccsaFeorg yS'fN IMyFA! - v e v e 0 Bracing Group Species and Grades, Group Al S ruce-Plne-Fir Hem -Fir #1 / 02 Standard #2 Stud #3 Stud #3 lStad.rd Douala Fir -Larch Southern Plnexaw #3 #3 Stud Stud Stnndnrd Stnndnrd Group BI Hem -Fir ai & Str #1 Dou Ins Fir -Larch Southern Plnewww #1 #1 #2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). rwFor Ix4 So. Pine use only Industrial .or Industrial 45 Stress -Rated Boards. Group B values may be used with these rades. Gable Truss Detall Notesf Wind Load deflection criterion is L/240, Provide uplift connections for 135 plf over continuous bearing (5 psP TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) malls. A For (1) 'L' brace, space malls at 2' o.c. In 18' end zones and 4' O.C. between zones. )()kFcr (2) 'L' braces, space nails at 3' O.C. In IS' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 807 of web member length. Gable Vertical Plate Sizes Vertical Len th No Slice Less than 4' 0' 2X4 Greater than 4' 0', but 4X4 less than .2' 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-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 SPACING 24,0' Gable Detail For Let -In Verticals - If web has a scab- brace, then -webs over 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace Is 90% of Member length. -Pc 's 116 No 'L' or 'T' brace required In lieu of scab brace Gable vertical Length greater than 48' 'L' or 'T' brace required 'T Relnfo Menk Go Tr Gable vertical length greater than 48' ILI 5r 'T' brace required Gable Truss Plate Sizes Refer to appi'oprlo-L'Fe--Atpine gable detail for minimum plate sizes for vertical studs. QRefer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Example) 2X4 2X4 AiX8 Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven NaltsW 10d Common (0,148'x 3.',min) Notts at 4' o c. plus (4) nalls In the top and bottom chords. Toenalled Nails, 10d Common <0.148'x3',min) Toenails at 4' o.c, plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENCIM014, A20030ENC101014, A20030END101014, A20030PEDIDIO14 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. 'T' Reinforcement Attachment Detall 'T' Reinforcing 'T' Reinforcing Member Member Toe -Hall - Dr - M 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. Web Length Increase w/ 'T' Brace Example, ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP D3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30 x 8' 7' = 11' 2' 'T' Relnf. 'T' Mbr. Size Increase 2x4 30 2x6 20 ����^ n� IIfI�\\Ifl AN TTWCOMPANY SMI.ake6wtfte Est Cl ,MO6M ty ®WARNIIA� READ AND FR1OV ALL WrES @n TM DRAvwTd .mwurTWr1 FUR1= TM BRAVIlG To ALL town nm IN1UDM Tie MSTALLERB Trusses requtrn extreme core h fobricathg, hand, follow the latest edtlon of SCSI �' ���' ~rtnitlnQ and brnchp. Refer to and carpwunt safety att prot�,,, by TPI and SBCIo for safety.-�- p es prior to performing these functions. installers shall provkle ten y brndtq per BCSE UMee mated otherwise, tap chord shalt have property attached .tru I sp F a hing and krotton chard shot, have a property attached r1W eeBYep. Locations shown for permanent lateral restraint of webs have bracing installed per BCSI sections B3. 87 or Bip, as applicable. Apply pianos to each fact if of truss and po skin as shown above and on the .bint Detail ,Winless rated otlurdse. Refer to drawings 16OA-Z for standard plate positions. Alpine, a dvision of ITV Buldng Components GroupInc. shall Trot be responslMe for any deviation from this A°awhg, any failure to buld the truss in conformance with ANSI/M 1, or for hondtn0, shipplrp installation 6 brochg of trusses, A s.ol on this draweg or mwr pa0e tlwWQ this drawee, Indcutes acuptance of professional enphe.rlig .olely far efWe shrown The sJto419ly W use of this u'a.Iq for any .auction. 1. nspor�iUly lztdhg =nwr pew' "Navin it Soap For more Information tea this Job's general notes gw and these web sites AIPINF� wswntpheltmcoml TpB www. !seta mwwslc�a+stryaroi Ica wwelcccafe.ory_ _ ,,,,,,•" 'w,� GEtay y No 047162 =Ar �* = p,-, ;, i"�+ i F°l0NAI, ,,.,R�, aRsm.sv.a .�...d--� ��_ -.- _ MAX. TOT. LD. 60 PSF REF LET —IN VERT DATE 10/O1/14 DRWG GBLLETIN1014 DUR. FAC. ANY a MAX, SPACING 24.0 2; t� n. Hip frame stops at plumb cut of jacks to maintain pitch continuity, Hip frame lumber Is SPIT, So. Pine, HF, or DFL Standard, Stud grade, or better, Hip Frame Details See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required, Hip frame chords may be trimmed up to 2' to fit, purlins must be intact and properly attached, Hip Frame Stepped Hip System Trusses n I c ci< NT4—#1 Hip — Pitched and Sheathed Chord Area Hip Frame)K B Bottom Chord o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0,131'x3.5' nails Bottom chord of hip frame to be attached to #1 hip with 0.131'x3,5' nails @ 6' o,c. maximum spacing, �— Setback — Stepped Hip System Trusses 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 chords of stepped hip system must be So. Pine lumber, ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, Structuraqol-�nets must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hi ta��wr,,Ilns. ., wwvaa,urda IAB `�WuL ewtEs ON TM wrDIPQtTANTu FII81IS41 TIDS DRNYDJ6 TD ALL CRITRACTQ2S MMUDMG THE DMALU3M Trusses require sett... care In fabrlmth9, shlpph0, Installing and brach9. Refer to and @` GIN ' [� �� �` REF HIP FRAME DATE 10/Ol/14 .1=9, follow the latest owtlon of BCS1 teu¢ding Canponent Safety Infornatbn, by TP[ orw SBCA) fr safety prbr to perfornln9 these functlons. Instntlers shall provide ter,porory brotlng per BCSI. top have attached strtctwnl sheati,h9 and bat:nn chord _` _ N 1'^ - s = DRWG HIPFR1801014 �RLIPpraetkes Unless noted other.ise, chrd shall property shall have n property ottached rl1ggid celthg. Locntbns sham far p._.an, lateral restratnt of ..be. shhovehroCnglnstnUdper BCSl sections B3, B7 or B10, ns npdkaWe. Apply plotes to each Foce truss and on the Joint Detalls, unless noted othenlse. — F = / L P= --_ -� - - AP: IIYVODMPANY of and pposition as shorn above Refer to drawings 16GA-Z for standwel plate pcsttlons pine�,a=yy{s{o�-af-1Ty_$d{dlnySgnpon_Mts-6rnup-IncrshgU-not-be-responslhle_fo�.nny�eldatbn fro. this drawing, anY fnDuof to b,/ld the truss finntlta0—sNFPh+oi.._ hstallatlon i braNng of trusses. .: S;I A �E �F �O r � Q` r l! TT A seal on tlds drodn9 or cover page Usthg ttis dto lag, I,Mcates acceptance of professl—t Uty for the de shown The suitability and use of tuts draait rt solely fr any s s� a tHo rerpoe MltY of tiro BUBdh9 Designer per ANSUTPI I Sect, w 13389 Lakelranl Drive Earth City, MO 63045 For he" Infornatlon see this Job's general notes page and these web sites ALPINE, wwwalpineltw.conl TPD nstpinstor9, SBCA, wes.sFxhdustryorg, IM wwakesnfom 9 A ♦' j e Valley Detail - -ASCE 7-1.01 160_ mph, 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 with: (2) 16d box (0,135' x 3.5') nails toe -nailed for ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates, 30'__Me-an-f_Lei_ght, Enclosed,-Exp.. _C, Kzt=1.00 Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 607 length of web, same species and grade or better, attached with 10d box (0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web Is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced 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 Mnx, � Spacing 2X4 X4 Pitched Cut Square Cut Stubbed Valley Optional Hip �-- 8-0-0 max -- Bottom Chord Bottom Chord End Detail Joint Detail Valley Vat 4X4 Toe -nailed / r■ I? G\�g SQp 20-0-0 <++) Supporting trusses at 24' o.c, maximum spacing, Ir . ��� "VARPIMMA RM A'm tea''' ALL loam CH TM TY^WDU -DPDRTAHrM RAKISH THIS DMVM M ALL CORMAC'T M D CU M IHE IILSTALLFRS Trusses require eetrene care In fabrkatlrq, handling, shipping, lnstolUn and braidno. Ref.r to and follow the latest edition of HCS1 G Ming Component Safety information, gy TPI and Sit far sofesy pr etkes prior to perforntng these funetbre, Installers shalt provide tenpornry bradWn.pp per HCSL llnl s noted otherwise, top chord shall have properly attached struety d she.., and bottom e14 ceiling. LB3, D7 s shorn far permanent ply pl rowtrolnt of face shall have bra lnstatta per HCSI s iling. s H3, H7 B10, as npplkahle. Apply pUt.s to each face "it.hall have properly ailed Patl wool of truss and pp lion ae chain bov. and an the Joint Details, unl.as rated otherwise. R.fer to tlrowings 16DA-2 For standard plate p..M—. � .``.��1- IVliq''. 1 :, '; '% j �e4 = � ij _ pp /// >` TC LL 30 �C DL 20 gC DL 10 P lr LL 0 -- 30 15 10 0 40PSF 7 PSF 10 PSF 0 PSF REF VALLEY DETAIL DATE 10/01/2014 DRWG VAL160101014 55 AN IIW OOMPANlV 13389 Lakefront Drive Earth Cily,M063065 Atpine, a mvislon of ITV &Yldra Conponents Droouupp Inc. shall not ire responsible far onyy deviation fron this dra.IN, any follure to bu0.d the truss M confornonca with ANSI/tPI 1, or for haMitrnp, sfitpping, Ina il.tlon t, bradng of trusses. A seal on this drastrp or cover page Uste+g this dro.trq, Indicates, acceptance of professional ere wty sorely far ale aes4n sham, The suttabttty aro use of tt. drawing for amy hi respansibAlty oP tho Bialdnp Destgror par AHSi/TPI i SecE for more Inf—tlon see this job's generat notes page and these web sltes ALPINE+ e' tiarleit—oml TPI. ww►.totnstaror 39C4 www..bewl trv.orol IC6 .nkesafe.ora — ATE OF .� d� yy'� Q� 1 g ' i`' i „,',;L /� t�, L .hr. R e C4L I TOT. LD, 60 ... 57PSF UR.FAC. 1.25/1.33 1.15 1,15 SPACING 24,0' Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere in roof, Exp C, Wind DL= 5.0 PPsf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Mgt, 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 restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c, detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads, xll Refer to Enalneer's sealed truss design drawing for piggyback and base truss specifications. Detail A 1 Purlin Spacing = 24' o.c, or less 12 Up to 12 V Spacing = O.C. max G!1 1—Top Chord Scab (Typical Each End) Flat top chord purlins required at both ends and at 24' max o.c, spacing In between, Detail B I Purlin Spacing > 24' o.c, Piggyback cap truss slant Walled to all top chord purlin bracing with (P) 16d box nails (0.135'x3,5') and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0,128'x3') at 4' o.c, Attach purlin bracing to the flat top chord 12 using a minimum of (2) 16d box nails (0,135'x3.51). Up to 12 V I I 4' C I I I I e4' o.c, max Full Chord Scab (Typical Each End) Chord Flat top chord purllns required at Depth both ends, purlin spacing > 24' o,c. Notes If purllns or sheathing are not specified an the flat top of the base truss, purlins must be Installed at 24' o.c. max, and use Detail A, ``I�ddfjiiiii�jj -IWDRTANTY�F THIS DRAVM TTO�ALL CONTRACTORS ING.UDING THE INSTALLERS, v1\�V 44 Trusses require extreme core M fabrlcating, handUng, shlppMa, tnstaalnR and brocNp. Refer to and follow the latest edition of SCSI NBuldMg Conponent Safety Infonwtion, by TPI ontl S r ) fosafety j t��VIL.N_n practices prior to perf.r m, these functions. Installers shall provide temporaryy bratlng per SCSI. N VV.[L Unless noted otherwise, top chord hall have properly attached structural sh¢a= and Batton chordzz shall have a properly attached rlgW ceNng• Locations shorn for permanent laterol restraint of ebs h &hall have brackV Installed per SCSI secc B3, 87 or 810, as applicable. Apply plates to each face of trusc and positlaf as shown above M on the Joint Detals, unless notetl otherwse. Refer to dra.ings 16DA-Z for standard plate positions. �R seal M tt"�drawing or cover page Ust#g this drawhg, Infcates acceptance of professional(is g respor�llty sdely For the design ,lawn. The suISoWUty ord use of ttJs drawing 0�� 0 133891akefront Orive For any s<ructve Is the respo+s�lity eF the �—ov Det r per MNSI/IPI 1 Se( 4,yrlt',A-rFl Earls City, M063045 For Wore MFcrnatlon see this ,Iab's general notes page am! theta web sitaa ALPINE, wwwatpineltwxomi TPD www.tpM&torgl SSCA, wee..Wc dustry.orgl ICC, wv.1ccsa?e.rg !I/l11111111111 Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0.135'x3.5') and secure tap chord with 2x4 03 grade scab (1 side only at each end) attached with 2 rows of IOd box nails (0.128'x3') at 4' o.c. Attach purlin bracing to the flat top chord using (2) 16d box nails (0,135'x3.5'). The top chord #3 grade 2x4 scab may be replaced with either of the followings (1) 3X8 Trulox plate attached with <8) 0.120'xl.375' nails, (4) Into cap TC & (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0,120'xl,375' nails. Notes Nailing thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face @ B' o.c. with (4) 0.120'x1.375' nails Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c, front to back faces. APA Rated Gusset B'xB'x7/16' <min) APA rated sheathing gussets (each face). Attach @ 8' o.c, with (8) bd common (0.113'x2') nails per gusset, (4) in cap bottom chord and (4) in base truss top chord, Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF 92, full chord depth scabs (each face). Attach @ 8' o.c, with (6) 10d box nails (0.128'x3') per scab, (3) In cap bottom chord and (3) In base truss top chord, Scabs may be staggered 4' o.c, front to back faces, 28PB Wave Plgayback Plate One 28PB wave plggyback plate to each face @ 8' o.c, Attach teeth to plgg back at time of fabrlcntlon, Attach to supporting truss with (4) 0,120'xl,375' nails per face per ply, Piggyback plates may be staggered 4 o.c. front to back faces. SPACING 24,0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 CLR Reinf orcing_._Member _Substitution This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired. Notes! This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement, Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(V 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, (YO Center scab on wide face of web. Apply (1) scab to each face of web, T-Reinforcement Or T-Reinf. L-Reinforcements or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c, Reinforcing member is a minimum 80% of wea member length. T-Reinf, L-Reinf. Scab Reinf orcements Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'x3,0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab Reinf, MVARNVO-- MOMG ■■ntvrnTArm rUMM TM I°waWW TO°&L CONVIVICCTTINIS It ` M INSTALLI:Rs S ,4 '4, TC LL PSF REF CLR Subst. Trusses require extreme core In fobri ing, handling, shipptg, InstaWng antl bracing. Refer to old ���j ��i fouor the latest emtbn of ", (8u6" Component Sofoty IKormattan, by TP[ and Sscei for safety TC DL PSF DATE 10/01/14 praeS�es prior to performing these fhahcttons. Instnlhrrs sWt pravede temporary bradrg per RCSl `� � �r lNleas rested otherrise, top chard �hntt have properly attached structiitat sheotW g and bottom chord �� C DL PSF DRWG BRCLBSUB1014 ha shnll hove a property ated par rigidBCS1 sections L000tlons charm for permanent tatercl restraint of rebs t� gnat hove bra an as s par sfs[ secdaon sad J or slo, as 0WIcable. dna plote. to each Paco BC ILL PSF Q L 1l—. of truss and poe 160 as shorn ohovr and to the Joint gatnle, uMrss noted otherhgse, = T{ II ��� Refer to drvr4�gs I68A-2 for stondard ptote positions. Alpinr, a melstom of [Tv Building Compments Group 1— shatt not be responsible for nnyy de ovom from SOT. LD, PSF �\%i rtWCOMPANY this drar4g, any faRure to b.Rd the truss In canfo-a— rith ANSVTPI 1, ar for ha aAng, shIpping, 5 �O }�T �F Inatallatlon L bracing of trusses. A seal on this d- ft or cover page Listing this d—Ing, bx•cntes ncceptancr of professtand Q. �g respansmelty saelr far the design shorn. The aWtabAlty arxl use of this erasing * DUR, FAC, 13389 Lakefront Drive Far nny stncWe Is the respavtlb9lty of the BAMM gr�gner per ANS[/TPI 1 secp Faith Ciry, M063g48 ALPINE vs—tobhettezonljTIR eweetaYlLotora rSSBCCk ormsbainidigsMvdawe ic`o —1 ssafeera �1..., ww\ll't`. a+a`i SPACING HW ,0't2 ❑N tr101QaHOd3a DMICI 171/TO/01 31'd0 8IVd3a a3SW3W 33a I NO s , ON BJPDdvaoolaaa 97I fOJPlG-0snPaPgs'raa 479f (BJO'yTyd}'aIA -)dj fYOJ'a;fD\ryO1Vau i�mj nv .41S qaa asa4l P.. aUd sa}oa I-W.0 s,w spy Das aoyvaaodul a roa aoj SVOf90W'N!� 4ue3 • gaag I Idl/ISNV Jad •+a�tseg Balpgng do .i}IgapstlodsaJ asp sl a+rMan.+}s Rw .o! sti0lualoHel Hafe/ BNaoJp spy do asn pw R}IWv}As a4y wap 41isaP aYi •+od APPS A}IW9sw 1J lll" � w Iwlgssado.+d do aw;daba sa}n�Wl +NnJp spy Ourysn aovd dDDo� do BNaa+P si4} - P,as V •ssssna} do 8,4..?q 9 wynlln}sw IdMS ' ITJ-v4 and Jo 'I IOL ISNV 4)la a�uv4Jodwa 4� ssnJ} ay} PV+q o} aanyod Rua 'Bulao.p spy •aslusy}o ve}ou ssalun •sgga,a }Wvf a41. uo Puv anogv ueoys sv vois sea pin ssn..; dv aovd ynw o} sa}v)d alddV 'el9oglddv so dIg Jo LH fH s4q}oes ISJH Jad pa7lPlsw vJq anv4 lla4s sgaa do }uinalsaJ Iwa;ol }uav—d Jod wo45 Al-doad v aney II.H. map wM}oq pw Bupgaays tnan}�na}s pa4av;;o Rl•+ad.ld an14 Ilv4s pa;ou SS-W 1 0g aed 9 pnxl RJwodua} aPMwd Pogs s.n11v}suI •swyoimi asaui Bwwoiaad o} aq. d saw}onJd .t;•dvs Jod Cv3q; Pao Idl Aq 'wiSoa.aodal a}aios }aaandaoU CvPVng) ISM dv ao", }sa}vl ma aollod pw o} aaday •By-o..q Pw Bony -,q 'Buldtlpls 'BgtWn4 'eay gJgnd W •aw sa•-0xe e,gnbaa sassruy 'Sb3TIVLSM 31L OMan-CM Sa ll7Vtl1,laJ Titl 01 gMAYLH SINl HSRRgL) o1NVLtlOdM•a 0MVIN SAIL M Srl3N TIV n0Tl0a mro 0V3tl . 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USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, LOCATE VERTICALS AT 4'-0- O.C. MAX., OR SEE NEXT OPTION, IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL. CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH). APPLY REQUIRED BRACING (SEE BELOW), ❑PTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS), XLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS,.SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING AND 1OPSF MAX, CEILING LOAD., WITH THE EXCEPTIONS DO NOT USE THIS DETAIL FOR1 1, STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITI❑� 2. INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS, 3, LOADS IN EXCESS OF 1OPSF CONNECTED TO THE FALSE FRAME. 4, DRAG LOADS CONNECTED TO THE FALSE FRAME. 5, TOP CHORD APPLIED FALSE FRAMES, 6, LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL, 7, VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'). 8, FALSE 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, PR❑VIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT C❑NDITIONS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER M❑DIFICATION, - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE), FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0,128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0,113x2,5') 2 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED, - VERTICALS MAY BE JOINED BY <2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,120') x1.375' NAILS INTO EACH MEMBER CONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) lOd BOX <0,128'x3') NAILS ON EACH SIDE OF THE SPLICE J❑INT (ONE FACE ONLY). -VARNDG— READ ANB FOUMV ALL WTES ON TM MAWDO NODM MTb FAWSH TICS DMVM M ALL. CIMMACTIAS RMUJU SG THE VISTALLUM Trusses require extreme care Infabrlcatha, handling, shipping, Installh% and brach0. Refer to m follow the latest edMm of BCSI Mddhg Component Safety Inforuatlon, by TPI oM SBCA) for sofet pprranctices prior to perfo lnq these function,. Installers shaU provide tempoorraorryy brad ing per SCSL llNecc noted oanerwlse, top chard shall have properly attached structural sheathing and button d1 shop have a properly attached Hold cellIng. Locatbms sham For permanent lateral restrdnt of wwl stall have rdX.I Wtac s per above sections the J or ffi9, os applicable. no Apply plates to each Fac 11L11`� IIL 1=� of truss arrl cpboV kb as sham above and on tho 17 o RIO, c, aNrss le. A otherwise. Refer to drawIngs 16CA-Z for standard plate posltlons. Alpine, a dvislan of FTV Buludng Conpments Group Inc, shall not be respansWe for any devlhtton f AN RW COMDANY thds dra" any faller. to bu ltd the truss In m confors with ANSVTPI t, or for he lung, sNppbng, Installation L brorJng of trusses. A sent on thins dwwing or cover Pa #strop this drawhg, bugcates acceptance of professional e.rkxi respons��ltt�v, solely far the uNslgr, shorn Th. suAtMAity and use of this al v krV 13389 Lakefront Onve For arty struchre Ia hire rasponshlltY of tno BWlBo�gncr per ANSI/fPi 1 See2 Earlh City, MO 63045 For nore Infornatlon see this Job's general notes page and these web sites, ALPINE, wewalolneltw.core TPB ww tolnstoron SBCAj' aww.sbcMdustrvorol ICO—Jcceafearg REF BC FILLER DATE 10/01/14 DRWG REPBCFILID14 SCAB 2X4 OVERHANG DETAIL. ASCE 7-05 120 mph wind, CAT II, EXP C, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft Mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1.00, Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length, Attach overhang scab to one face of top chord with 10d box <0,128'x3,0', min) nails at 8" o,c. plus clusters of four nails where shown In figure below 00. NOTE: #2 is the minimum lumber grade allowed for all species. NOTE: Add 210# uplift (max,) to reported truss uplift for wall connections, oVARNIMsw. IffiAD AND F0"11 ALL W.rT1 DN T10 DRAVM eeINPf82TANTo FUWUSH THIS DRAVD%a TD ALL CIRITRACTTDTS INCLUDING TW INSTALLERS Trusses requilre extreme are h Fabricating, h.ndling, shipping, InstalUng end bracing. Refer to and fW e. the latest edfi.. of DCSI ®uM1dhg Component Safety Infornotlon, by TPI and SBCAI Far safely proctices prior to p-f—hg these functions. Installers shag gravid. tenpora.y b, onR per BCSL llWess noted otherwise, top chord shop have properly attached structural aMathing and bottom ch. shall Mve a properly ottn[hed Wgid ce&Imp. Locations sha.n for pernanent lntmal restraint of web: shall have bradrg Installed prr BCSI fectlons 93, E7 or 1110, as applleeWeApply plates to each face of truss end Position es sho— above end on tM .loht Detals, uni"s noted othereise. AN RWCOMPANY this orating, any FnRure to bald the'trruss in conPPrnance with ANSI/TP11, or for Mrddng, sWX Installotlon L hrocing oP trusses. A Beet on this drawing or rover Pape Usteg *& V;tk bwDcates acceptor— of professional re surely for tM design sheen. TM sat bElty and use of this dra.hg 13389 Lakefront Drive for arty s b dre rerponsbRlty of Ma BWtdrg DorJOnn' Psr ANSVTPI I Sect. Ennh City.M063045 armor Wore Inornotion sae rinds ,lob's general notes P.O.,and these web sites ....•rnlnc ..— SALni .er.,�rind,strvvron Im ... lc—fr.oro �CENSte T❑TAL TOP CHORD L❑AD NOT TO EXCEED 40 PSF r (DEAD PLUS LIVE) UR, FAC. 1.15/1.25 PACING 24' REF 2X4 SCAB O.H. DATE 10/01/14 DRWG ❑HSCB2X41014 E 12 (2) 16d TOE NAILS 1 VARIES OPTIONAL SCISSORS BOTTOM CORD (2) 16d TOE NAILS TYPICAL END JACK (EJ) N.T.S. End Jack EJ eveled Jack (I (BJ) LL CONNECTION DETAIL (BJ) m = (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & BOTTOM 2x4 SYP Nailer 16" Long 6'-0. MAX. Top & Bottom use 16d Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. OPTIONAL WEB CONFIGURATION 3 12 (4) 16d NAILS r1'2 A VARIES See Connection Detail © VARIES (4) 16d NAILS \� See Connection Detail 4 (4) 16d NAILS See Connection Detail 11-3-12 MAX. SPAN 11-3-12 MAX�SPAN TYPICAL SCISSORS CORNER JACK (CJ) TYPICAL CORNER JACK (CJ) N.T.S. j N.T.S. i TYPICAL CORNED SET INSTALLATION MA,, � ®ss TYPICAL L ADING (P.S.F.) ..•� G•F N S •.,. �` � TILE: SHINGLES: 2D TOP LIVE LOAD:! 15 i��`,�P = ND • . MANUEL MARTINEZ, P.E. TOP DEAD LOAD! 15 7 BOTTOM DEAD EDAM ' 10 10 G m � •° m FLORIDA REGISTERED ENGINEER TOTAL: j 45 37 STRESSIINC. 1.25 1.25 @`fl ��a : LICENSE # PE 47182 WIND DESIGN: WAX. 160 MPH PER ASCE 7-10 MM. 24' O.C. o '. STATE O F i a •. .; **WARNING** 40 �5 ." h' Read & Follow all notes on this drawing. Furnish this drawing to all contractors including the installers. aaa �eJ SIQ • • •� ��y0a j dd18EA01� i