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HomeMy WebLinkAboutTRUSSa t a SCANNED RANEY COMPONENTS A11ey 19900 Independence Blvd. Groveland, FI 34736 Con,ponents, Gtc one: (352)429-9429 ' (352)429-0304 " Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS00068 Printed: Fri, May 11 2018 JUU fillV!/11dL/Vll. Address: EORNameandLicenseNumber: Customer Name: Creekside Lot 68 DR Horton 8616 Cobblestone Dr Description: City, state, Zip: 4EBB 1828-Cali "C" Fort Pierce, FL Loadin9 Information• RoofLoads: Floor toads: TC Live: TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Code: Wind Std: Wind Speed: Bldg. Useage: Building Type: W/nd Type: FBC 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages or sheets covered by this seal from: 1 thru 24 Total 24 # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO 1 Al 2 AIA 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 ABG 10 131 11 B2 12 B3 13 B4 14 E15 15 66 16 B7 17 BB 18 DiGE 19 CiGE 20 ER 21 13J5 22 13J3 I I 23 BJt 24 OR l I Digitally signed by Manuel Martinez DN: r—U5, o=ldenTrust ACES Business .r •ayl•t �'• • N'u t • Representative, ou=M AND E ASSOCIATES PA., cn=Manuel Martinez, iQ.9.2342.19200300.100.1.1=A01098000 �, " 8�FE9600DO211F ?ate:2018A;z� T I n, " Dafe� .ii 15:23:34-04'00' 7. No �4 isAdobe AcroRat DC version: 2015.006.30417 cN STAFF 40 015A 3E FF 58 81 BO 06 7F49 00 99 2E 85 FB aiatc]fetnhaztZeceaetxrz nds;a2s�asfndbyDaZxaiMarttnes, 1® ..t�.C4i'Fait an �cSd:3enf�awaaL�rm+rtn8aSNA+B artkaalr�xicr. md� frtcd n�insartf�a drecrx�>�t• mat tcsat34*"esud sggmnxl�ad ra..alnd seal*a�VA« sulaecnLicxti�as - �rew ionasp cdccirarit mans.. FILE COPY Page 1 of 1 Job Number: 36CS00068 I Ply: 1 SEQN: 668252 /,T10 / COMN 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" ! Qty: 11 FROM: AH DRW. Truss Label: Al W9t 224.0 Ibs / ... 05/11/2018 t• 6'4"9 +T6""�65415 + 559" + 5'539 I 6'9 3151,4 +1'6"7 64°9 111 X4 =4X6 =3X4 m3X8 =3X4 =4X6 m2X4 SEAT PLATE REQ. SEAT PLATE REQ. h1+ 6'2"13 + 5'9"3 6'2"13 12'I +2'0"1� 5'9"1 + 5'9"1 +2'0"15 14'0"1 19'1D" 25'7"1 2T8` 5'9"3 + 6'2°13 +1� 33'5"3 39'8" Loading Criteria (pso 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 for, Udell U# LOG R / U / Rw / Rh ! RL / W TCDL:, 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.187 O 999 240 B 1654 1709 / 961 / - / 445 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.479 O 999 180 J 1654 1709 1961 / - / - - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.078 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CH HORZ(TL): 0.140 L - - B Min Brg Width Req = 2.0 Height: 15.00 ft Mean ei NCBCLL: 10.00 MeanTCDLei Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 2.0 Ps f Soffit: 2.00 BCDL: 5.0 psi p Bldg Code: FBC 2017 RES Max TC CSI: 0.666 Bearings B & J are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Sid: 2014 Max BC CSI: 0.600 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.593 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 0 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 #1 D - E 1114 -1906 I - J 1427 -3050 Bot chord 2x4 SP 91 E - F 1114 -1906 J - K 27 0 Webs 2x4 SP #3 Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB or better, B - R 267R -1193 O - N 10105 8282 26 grade attached with 8d Box or Gun (0. 1 13"x2.5",min.)nails ., ' - Q 2673 -1193 N - M 2-- 5 @ 6" oc. �w%� Q - P 2670 -1193 M - L P - O 2104 -801 L - J 2671 -1195 2674 -1194 Loading Awa* Truss passed check for 20 psi additional bottom 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. " ,* R - C 276 - 5 O - G 494 - 777 Wind W. C-P 418 -596 G-N 464 -164 Member design based on both MWFRS and C&C. Of P - E 464 -164 N - I E O 494 776 I L 418 - 597 276 6 y.STAT - - - - F - O 1385 -751 40 015A38 FF 5B $180BB 7T48 00 99 2E 85 FB �mrxtt�maa�����wr�d�.axtnd6yws.ltwant� Pi €rt. tkc.�iTE82(aetthGd�ite dhawn alaa�a w.tn8 a 5tib�1 ar�d�¢cstkraa. P,vatnd ewtt vJdih dx�Azae vat cr®amil sgned=e sealed �thaS.A�x awtk¢nY§i:aaaezia mrst auif 4rar aasrs'i�trark —WARNING— READ AND FOLLOW ALL NOTES ON -THIS DRAWING! *"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingsh! ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI an c7 SBCA) y satPety practices prior to,performing these functions. Installers shall provide temporary BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly aid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections 63, B7 or 810, le. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to of any failure to build the g or cover page in. The suitability Job Number: 36CS00068 Ply: 1 SEQN: 668265 / T13 / COMN 4EBB 1828-Cali "C" /DR Horton AEBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss'Label: A1A Wgt:260.4lbs .. / ... 051111201B 6'4°9 7'10"a 14'4"7 19'10' 22'6"4 26'8" 319°7 33'3"7 39'8" r 6'4"9 +1'6" 6'5°15 5'59 + 2'1% 4'1"12 5'1"7 �1'6'i 6'4"9 111 X4 =4X6 = X4 = X8 m2X4 M X4 =4X10 SEAT PLATE RECL 1' 6'2"13 5'9"3 6'2"13 12' 1 20"1 5'9"1 14'0"1 19'10" 39'8" 2'10" 4' 22'8" 26'8" SEAT PLATE REQ. 6'S"15 6'6"1 1' 33'1"15 39'8° Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE,7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.244 G 999 240 g 1561 1708 1960 / - 1445 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA - VERT(TL): 0.669 G 999 180 K 1561 / 708 / 959 / - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA' HORZ(LL): 0.128 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.240 M - - �) B Min Br Width Re 1.8 9 q NCBCLL: 10.00 Mean Height: 15.00 ft 9 Code / Misc Criteria Creep Factor: 2.0 P K Min Big Width Req = 1.8 Soffit: 2.00 TCDL: psf Bldg Code: FBC 2017 RES Max TC CSI: 0.613 surface. Bearings B & K are a rigid su Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.599 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.980 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s):. Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1424 -2568 Lumber B - C 1489 -2859 H - I 1743 -3379 C - D 1225 -2257 I - J 1722 -3418 Top chord 2x4 SP #1 D - E 1252 - 2218 J - K 1477 - 2841 Bot chord 2x4 SP #1 E - F 1509 -2514 K - L 27 0 Webs 2x4 SP #3 W F - G 109 - 514 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with Bd Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. El STATE OF: 40 015A 38 FF 558180 8B7F48 00 99 2E 85 FB TISU It0m'hxx ba a Mpod'aM=aladby tiEr&M MartIne.� PE (rL. Lk. tk4M2( on thsd=shawa'abo mwJng a5K& 1 =WCrrxa.&nr4zde. es9atndtt��scdzfdsd »TM�*aranmdsvcB�ma�i�atad mash themwtba vzlit~dvmasyelcctmrk_ az Im Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 2497 -1190 R - Q 20 -9 U - T 2494 -1190 P - N 2985 -1303 T-S 2494 -1190 O-M 36 -15 S - R 1920 - 800 M - K 2477 -1179 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. U- C 276 - 5 P- G 195 -122 C - S 416 - 608 P - H 601 -1075 S - E 463 -160 H - N 607 -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 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI an c7 SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly Bgid ceilingp. Locations shown for permanent lateral restraint of webs shall have bracingq insTalled per BCSI sections 63, 67 or t le. ADD?V plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to a division of I m T, or for han acceptance of any structure is ,om this drawing,any failure to build the seal on this drawing or cover page for the design shown. The suitability LNSI/TPI 1 Sec.2. Job Number: 36CS00068 Ply: 1 SEQN: 668250./ T91 HIPS 4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A2 Wgt: 246.4 lbs I / ... 05/1112018 o_ t 32 r 4"8 h'7 J'19T' 120'Bj T399 F �330 T6"106514 41617 1353 9488" { E5xa%5X8 F G 02X4 m3X4 -3X6 =R a3X4 =3X6 =3X4 6X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 6'2"12 + 5'10"3 1 1'11"1 5'1°12 +1'6°4 5' +1'11 5'10"3 6'2"12 T� 6'2"12 12'0"15 14''I' 19'1"12 20'8 25'8" 27'7" 33'5"4 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 'T" reinforcement. 60% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf In PSF) DefI/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): 0.156 P 999 240 Lu: NA Cs: NA VERT(TL): 0.428 P 999 180 Snow Duration: NA HORZ(LL): 0.068 M - - HORZ(TL): 0.126 M - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.444 TPI Std: 2014 Max BC CSI: 0.536 Rep Factors Used: Yes Max Web CSI: 0.665 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1561 1710 1964 1- 1428 / 8.0 K 1561 1710 /964 /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 K Min Brg Width Req = 1.8 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 1149 -1820 B - C 1500 -2823 H - I 1352 -2348 C - D . 1333 -2384 I - J 1333 -2385 D - E 1351 - 2345 J - K 1500 - 2823 E-F 1145 -1814 K-L 27 0 F-G 1101 -1552 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. i B - T 2458 -1193 P - O 2059 - 951 ex ,► T-S 2456 -1193 O-N 2059 -951 �a S - R 2058 - 921 N - M 2455 -1203 `0t R - Q 2058 - 921 M - K 2458 -12M NO 047182, w Q - P 1547 - 603 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. i E F. . .,, T-C C - S 216 -6 309 -440 G-P P - H 537 -311 474 697 S - E 426 -151 H - N 427 -153 �vffix, E - Q F-Q 472 -694 541 -377 N - J J-M 308 -438 216 -8 Ls Q-G 317 -297 40015A38FF5081BOBB7F4800992E85F8 rhU Itarlh2ibeenarJ wiled by k48sazl MarRncs, uce 04nioi as the daw Shawn above U908 a SM4 a�ffis£nr�caatiaaasztda, Pm-d ccpinafdis doa=mA=v vot mml&ragstomas:and=led trait th-,_-fA*T code mvatbe w dfrad an aeydectiar8s cs alas. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fahandlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI anr7 SBCA) to'r safety practices pnor to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face, of truss and position as shown above and on the Joinf Details, unless noted otherv✓ise, f2efer to drawings 160A-Z for standard plate positions. Alpine, a division.of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSITI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this Ws general notes page and these web sites: ALPINE: www.al ineltw.com; TPI: www. irist.o ; SSCA : www.sbdndu .com; ICC: www1cesafe.oril Job Number: 36CS00068 Ply: 1248 ! T8 /HIPS 4EBB Labe- A3 C" /DR Horton AEBB 1828-Cali "C" �� 238.0 Ibs I FROM: AH I DRW:Truss/ 05M 1/2018 I r o_ m 37 6'4"9 T10"'9 12'4"8 1T 278" _ 1 2T38 31'9i 33'37 39'8" t• 6'4°9 # 1'6"+ 47'8 + 5'8" T 47°8 4'5"15 } 1'6" 64"9 m6X6 6X4 =3X4 =3X6 l= X8 m3X4 =3X6 =-3X4 It2X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8° F1' 6'2""1313 5'10"3 I'll" 5'6"4 3' 5'10"3 6'2"13 1. 6'2 171° 14' 312 22'8" 25'8" 111 335"3 39'8" 1F T1"1U 0 Loading Criteria (psq Wind Criteria Snow Criteria (Pg;Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA I CAT: NA PP Deflection in loc L/defi L!# Loc R / U / Rw / Rh / RL / W B 1561 / 712 / 965 / - 1387 / 8.0 TCDL: 7.00 Speed: 160 mph Pf. NA ' Ce: NA VERT(LL): 0.155 P 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.425 P 999 180 K 1561 / 712 / 965 ! - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS. Des Ld: 37.00 EXP: C HORZ(fL): 0.125 M - - B Min Brg Width Req = 1.8 iK Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 Min B Width Re 1.8 r9 q = Soffit: 2.00 TCDL: 4.2 sf p Bldg Code: FBC 2017 RES Max TC CSI: 0.379 Bearings B & K are a rigid surface. Load Duration: 1.25 BCDL: 5.0 sf p MWFRS Parallel Dist: D to h!2 TPI Sid: 2014 Max BC CSI: 0.453 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.685 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): VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1269 -1955 Wind Duration: 1.60 1 WAVE Lumber B - C 15W -2830 H -1 1397 -2334 Top chord 2x4 SP #1 C - D 1378 -2373 I - J 1378 -2373 Bot chord 2x4 SP #1 D - E 1397 -2334 J - K 1550 -2830 Webs 2x4 SP #3 E - F 1263 -1946 K - L 27 0 F - G 1203 -1695 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. " B - T 2465 -1239 P - O 2043 -1000 e e► T - S S R 2463 -1239 2043 970 O - N N M 2D43 -1000 2463 * - R - Q - 2D43 - 970 - M - K -1257 2465 -1267 , Q P 1693 - 751 - w rar Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 46 STATE T- C C-S 230 6 324 -466 G- P P-H 564 328 412 -580 Rio S - E 383 -160 H - N 382 -161 ' ¢ E-Q 412 -580 N-J 324 -466 F - Q 561 - 334 J - M 230 - 8 �.� 4 A 4 Q- G 231 - 227 40 01 SA38 fF 58 8180 BO7F49 00 99 2E 85 FB AatnR;asxmen alazirc /sz trtd and seated by rAx tdMarther n(FL. Lit.047S921 on [tiada4e iwwn aisaam w. agaSi?A.3 act.A xcaBratB:ta txJr. ad."d c.9imcithk drxcz amccctcrrxide:ad sS wand naiad mad the : 3 t a ar.3hanr�ta3uuswla n, srtoz mifW m nyd"mnk c IdL **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of 1ngg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ilTfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page !s acceptance of professional engineering responsibility solely for the design shown. The suitability Lr any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 0 Job Number: 36CS00068 Ply: 1 SEQN: 668246 / T7 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM. AH DRW: Truss Label: A4 Wgt 254.8 Ibs / ... 05/11/2018 6'4"9 T10" 12'4"7 15' 19'10" 24'8" 2T3°9 319'8 3337 39'8" f 6'4"9 F1'8" 45"14 + 27"9+ 4'10" + 4'10" + 27"9+ 4'S"15 11'6"I 6'4"9 3X4 =5X6 IB2X4 =3X4 =3X6=3X4 =3X8 =3X4=3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" + 5'10"2 +1I 4'10" 4'10" 1' 5'10"2 6'2"13 1. 8'2"13 12'0"15 14' 1 19'10" 24'8" 25' "111 33'S'3 398" 4 ' 2T7"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: 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 ft Loc. from endwall: not in 4.50 ft, GCpi: 0.18 Wind Duration: 1.60 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. M 60 Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) ! Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.158 G 999 240 B 1561 / 714 / 962 / - / 346 / 8.0 Lu: NA Cs: NA VERT(TL): 0.434 G 999 180 L 1561 / 714 / 962 / - ! - 18.0 Snow Duration: NA HORZ(LL): 0.067 N - - Wind reactions based on MWFRS HORZ(TL): 0.125 N - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 2.0 L Min Brg Width Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.387 Bearings B & L are a rigid surface. TPI Std: 2014 Max BC CSI: 0.454 Bearings B & L require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.464 FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1334 -1958 4001SA38FF51381.808137F480036.2E85 FB :kdi l8om'Res&�makc3a+ants�°�gs�:neu'.am9 �alnatry aAasmzsl l4lirtincs, �(�I..t�-�sassfueiehe�azesrwwnaEu�ngaswla icn�aSi.lr_ :t�mdc�s:�f.tf�sduct>r.��s.,t�ma�0ccrtsridrsad ',xaadscalmd �6ihae7iA 3xi�eniia4Fcrsrrzfem�zC'Dz-rscifisd di �rcdertrarsic Hinz ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 3uire extreme care in fabricatina. handlina. shiooina. installino and bracina. Refer to and follow the latest E a division of astraint of webs shall have bracing installed per B, as shown above and on the Joint'Details, unless on B - C 1577 -2832 ' H -1 138B -2093 C - D 1411 -2370 1- J 1429 -2331 D - E 1430 - 2331 J - K 1411 - 2370 E - F 1388 -2093 K - L 1576 -2832 F- G 1334 -1958 L- M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - V 2467 -1273 R - Q 1831 - 864 V - U 2465 -1273 Q - P 2039 -1026 U - T 2039 - 996 P - O 2039 -1026 T - S 2039 -996 O - N 2465 -1302 S - R 1831 - 835 N - L 2467 -1302 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ V- C 235 - 6 R- H 278 -172 C - U 327 -473 Q - 1 404 - 522 U-E 351 -161 H-Q 546 -372 E - S 404 - 522 1-0 351 -161 F - S 546 - 372 O - K 328 -473 F- R 278 -172 K- N 235 - 8 G - R 247 -290 of failure to build the g or cover pa e_ in. The sui bibty any Job Number: 36CS00068 Ply: 1 SEQN: 668243 / T6 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A5 Wgt: 212.8 Ibs .. / ... 05111/2018 6'4"9 13' 19'10" 26'117. 33'3'7 39'8" 6'49 6'77 6'10" 67°7 64"9 i*5X8 =3X4 o5X8 n r r= 1112X4 =3X4=3X6 =-3X8 =3X6=3X4 1II: X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' 13 6'9"3 1' 5'10" 5'10" 1' 69"3 62'13 1' 6'2"13 13' 14 19'10" 25'8" 26' " 33'5°3 397 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 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 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 Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L/# Pf: NA Ce: NA VERT(LL): 0.172 E 999 240 Lu: NA Cs: NA VERT(TL): 0.471 E 999 180 Snow Duration: NA HORZ(LL): 0.069 J - - HORZ(TL): 0.128 J - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.446 TPI Std: 2014 Max BC CSI: 0.558 Rep Factors Used: Yes Max Web CSI: 0.564 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1561 1716 1953 ! - / 305 / 8.0 H 1561 /716 /953 !- /- /8.0 Wind reactions based on MWFRS B Min Big Width Req = 1.8 H Min Brg Width Req = 1.8 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A- B 27 0 E- F 1502 - 2274 B - C 1623 -2836 F - G 1425 -2325 C - D 1425 -2325 G - H 1623 -2836 D- E 1502 - 2274 H- I 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 2472 -1319 M - L 2006 -1008 P - O 2469 -1319 L - K 2006 -1008 O - N 2006 - 978 K - J 2469 -1348 N - M 2006 - 978 J - H 2472 -1348 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P-C, 244 -4 M-F 370 -243 x C-O 377 -513 K-G 377 -513 D - O 444 -170 F - K 444 -170 w ar. �, y air. z D - M E - M 370 - 243 300 -381 G - J 244 - 6 40015A3.8FF5088800137F4800992E95FB Thu Item It sbecssVid=11od by m4acm7 tnartbc,ca, r^E{'sL. tic. ��r�t �rz3��a��nflr��r u�s�s u srsn.a 3reffiteciGCS::is<.r.4rXfa tetrad crpaysarxfms d­=cA= not CaWdaed =d*.1eled ash t!°c.'awA."Ta:;l3cenC�aiirsrsstxdc ntu.l lrot sauifedras am�cicitrmnk. . motes.. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathinc!1l and bottom chord shall have a propperly 6id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of 'ivi 1, or Torn acceptance any structure its drawing,any failure to build the on this drawing or cover page to design shown. The suitability rP11 Sec.2. Job Number: 36CS00068 Ply: 1 SEQN: 668240 / T5 / HIPS 4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" City: 1 FROM: AH DRW. Truss label: A6 I Wgt: 212.8 Ibs 1 ... 05/1112018 6'4"9 11' 1611"4 21' 22'7 28'8 3°7 39" " 7 I 5'11"4 47"} 4'0"12 33' } 1'7"+ 6'1" F 4'7"7 6'4"9 i -5X8 112X4 m3X6m3X4 ii5X8 D' E F G H 12 6 153X4 171 � � 3X4C 0 rn =4X6(A2) B J a4 32 A S R Q P O N M L 1112X4 m3X4 m3X6 -3X8 m3X4 =3X6 m3X4 012X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' 6'2"13 4'9"3 3' 2'11"4 5'11"4 2'9"8 T 4'9"3 6'2"13 11' 14' 16'11"4 22'10B 25'8" 28'8" 33'5"3 39'B" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 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 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf. NA Ce: NA VERT(LL): 0.191 E 999 240 Lu: NA Cs: NA VERT(TL): 0.526 E 999 180 Snow Duration: NA HORZ(LL): 0.070 L - - HORZ(TL): 0.132 L - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.384 TPI Std: 2014 Max BC CSI: 0.487 Rep Factors Used: Yes Max Web CSI: 0.487 FT/RT.20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02:1208.15 40 015A58 FF 58 8180 80 7F48 00 99 2E &5-EB xrirl4nrosivae{e s�seds�alad6yvfacEraibBfarttat#a, 711. L#s. #7S&3l antfiffid�xe alaawn att;;aa 9zdng35Na4L ib�lcnlic73u'.'cafi.'�E. ewa3acrdx��scvfw.}3s eiw_rvraa�s2wma��rccrsxd6il s�nmxs�a�s�al�d zra4 civG z ac^thenYaasF�scee8e nwr ba�dlci'rax amydcctrar� rzyi¢x. ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1561 / 718 1940 ! - / 264 / 8.0 J 1561 1718 /940 /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 J Min Brg Width Req = 1.8 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A- B 27 0 F- G 1684 - 2611 B - C 1644 -2814 G - H 1676 - 2599 C - D 1523 - 2445 H - 1 1522 - 2445 D - E 1684 - 2611 I - J 1643 - 2814 E-F 1684 -2611 J-K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2448 -1332 O - N 2134 -1115 S - R 2446 -1332 N - M 2134 -1115 R - Q 2134 -1085 M - L 2446 -1361 Q - P 2134 -1085 L - J 2448 -1361 P - O 2616 -1373 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S - C 198 - 8 G - O 274 - 327 C - R 299 - 3T7 O - H 642 - 397 D - R 373 -177 H - M 369 -176 D - P 653 -405 M - 1 298 -377 P-G 109 -106 I-L 199 -10 E - P 270 - 323 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, bV TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly C!d ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, i e. Apply fates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to 60A-Z for s�andard plate positions. a division of any its drawigg,any failure to build the on this drawing or cover ie pa e. design shown. The suitability r Job Number: 36CS00068 Ply: 1 SEQN: 668229 / T4 / HIPS 4EBB 1828-Cali "C" /DR Horton AEBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A7 Wgt: 211.4 Ibs / ... 05/11/2018 7'6"12 9' 14'3"11 19' 9' 0" 25'4"5 30'8" 1'1 "4 39'8" 7'8"12 1'3" 5'3"11 4'8"5 10 5'6"5 5'3"11 1'3" T8"12 =3X4 =V61112X4 =3X4 =5X6 D=5X6 E j F G H I i S R Q P O N M =3X4 =3X6 =3X4 =3X8 =3X4 =3X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' 7'10"8 4'1"8 2'0"3 59"13 5'9"13 2'0"3 4'1"8 7'10"8 1' 7'10"8 12' 14'0° 19'10" 257"13 27'8" 31'9°8 39'B" 11 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.243 G 999 240 B 1561 1720 1921 / - / 223 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.667 G 999 180 K 1561 / 720 / 921 / - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA' HORZ(LL): 0.074 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.139 M - - B Min Brg Width Req = 1.8 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 K Min Brg Width Req = 1.8 NCBCLL: 10.00 TCDL: 4.2 psf Bearings B & K are a rigid surface. Soffit: 2.00 BCDL: 5.0 P sf Bldg Code: FBC 2017 RES Max TC CSI: 0.566 9 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.560 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.510 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(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 G - H 2O29 -3246 Lumber B - C 1644 -ZT67 H - 1 1873 -2960 C-D 1811 -2719 I-J 1810 -2719 Top chord 2x4 SP #1 D - E 1873 -2960 J - K 1644 -2767 Bot chord 2x4 SP #1 Webs 2x4 SP #3 E - F 2029 -3246 K - L 27 0 F - G 2029 -3246 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2395 -1311 P - O 2993 -1625 alp S - R 2260 -1186 O - N 2260 -1216 +���r• R-Q 2260-1186 N-M 2260 -1216 Q - P 2993 -1614 M - K 2395 -1340 . 047182 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ r # C - S 405 -328 P - H 329 -187 S - D 489 -426 H - O 378 -520 D - Q 944 - 562 0-1 944 - 562 . u . Q - E 378 - 520 I - M 489 -426 E - P 329 -187 M - J 404 - 328 G-P 228 -303 40 015A38 FF 5B 81',BO 8137F48 00 99 2ES5 FB Write mAss Yuccr, eledr�psrgrcan9 saalerf 1S` P•e9 Martin", ataitianL`Xai3wt r.�ie.. as�md cepimsu3€fdx tirr_r�^sa2ame mot csa-midramd a� and s�almd and d^c MSHAal wffivntSptkcasada neat U tdfaedxar jdectrank saylas. *`WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly �id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCS1 sections B3, B7 or , t e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f2efer to 60A-Z for standard plate positions. a division of any sti rat notes for failure to build the g or cover page in. The sui bility Job Number: 36CS00068 I Ply: 1 SEQN: 668238 / T12 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" I Qty: 1 FROM: AH DRW: Truss Label: A8G Wgt: 242.2 Ibs / ... 05/11/2018 �a0" + 11'4+ f2�10 '1"12 38 '6-4 19' 228" 77' 1T 2'0" 25 44 7' m6X8 TC2 X4 m�•= M25X64X6 1112X4 TC3 6X6 12 C_6X6 D E F G H =6X81 J I 6 =4X12A(133) B 1 .0g,111415 h �bh. 1 K=4X12(B3) 1114X4 15X8(R) a8X12 =8X12 = X6 III X4 SEAT PLATE REQ. SEAT PLATE REQ. - SEAT PLATE REQ. 11'4" i284" 6'4"4 4'4" " 2 5' 5'8" 5' " 2 4'4" 6'4"4 6" 6 6'10"4 11'24 1 17' 22'8" 2T8" 8' 12 32'9"12 39T 8", �1 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37-00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 It Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: Bot chord 2x6 SP #1 Webs 2x4 SP #3 :W4 2x4 SP #1: Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Loading #1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. Snow, Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Deft/CSI Criteria PP Deflection in foe Udefi U# VERT(LL): 0.144 1 999 240 V E RT(TL ): 0.399 1 999 180 HORZ(LL):- 0.022 M - - HORZ(TL): 0.042 M - Creep Factor. 2.0 Max TC CSI: 0.728 Max BC CSI: 0.525 Max Web CSI: 0.723 Mfg Specified Camber: ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B -116 /116 /30 /- /- 18.0 S 4524 12025 / - 1- / - / 8.0 K 1872 / 860 / - 1- I - 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.3 S Min Brg Width Req = 5.3 K Min Brg Width Req = 1.9 Bearings B, S, & K are a rigid surface. Bearings B, S, & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A - B 27 -20 G - H 1427 -3199 B - C 1022 -493 H - I 1427 -3199 C - D 2586 -1160 1- J 1678 - 3751 D - E 459-1040 J - K 1628 - 3574 E - F 459 -1040 K - L 27 -20 F - G 459 -1040 Maximum Bot Chord Forces Per Ply (Ibs) q Chords Tens.Comp. Chords Tens. Comp. sewa -e B - T 396 - 857 P - O 3773 -1705 T - S 403 -884 O - N 3773 -1705 S - R 1031 -2342 N - M 3112 -14M . R-Q 1031 -2342 M-K 3139 -14C7 . Q - P 2229 -1022 - ; Maximum Web Forces Per Ply (Ibs) . Webs Tens.Comp. Webs Tens. Comp. STATE � T - C 636 -156 G - P 1513 - 630 t4 C - S 976 - 2197 H - P 433 - 539 S-D 1490-2832 P-1 326 -673 " D - Q 3968 -1748 1- N 337 -291 f8 Q - G 878 -1853 N - J 822 - 356 E - Q 395 -461 J - M 625 -145 40 01 5A 38 FF 5B 81 BO80 7F49 00 99 2€ 85 FB 31.hframX�€3snakcde=x.�cs�8,4sz',arcd zmds fcaby cA2zM rAwWar, n(m Lk•043,tf onthe &'a Aowa AWA wlmsas 1 araus¢n�caozrdz= mad ccpinaftf43 ss kd aral Siva�5a..ti xs3liani#aS�wccc�7am�ram atcrff�des�aa^�ofetttan:: C.04 :. *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING[ ' —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, bV TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly Cc7id ceiling. Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or B10, . ADDIV plates to each face of truss and position as shown above and on theJoin Details, unless noted otherwise. (2efer to of tis drawing,any failure to build the on this drawing or cover page ie design shown. . The suitability any Job Number: 36CS00068 Ply: 1 SEQN: 668257 / T1 / COMN 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" City: 1 FROM: AH DRW. Truss Label: B1 Wgt: 240.8 Ibs / ... 05/11/2018 f' 6'4"8 +T10 12'4°9 + 18'0"1 { 217"15 27'3"7 _i, 31'9"7 133'339'8° , 6'4"6 16 4'6" 57"8 37"14 8 4'6" 1'6" 6'4"8 m6X6 1112X4 =3X4 =3X6 =3X6 =3X4 m3X6 =3X4 I112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'6" 6'2"12 5'10°5 1'10"1 41"13 3'6"2 4'0"1 1'10"1 5'10°5 6'2"12 1 J VN2 12'1°1 14' 18'1°13 21'7"15 25'8" 27'6°1 33'5°4 39'8" �I 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 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.155 P 999 240 B 1561 / 711 / 965 1- 1408 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.427 P 999 180 K 1561 / 711 / 965 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS EXP: C Des Ld: 37.00 HORZ(TL): 0.125 M - - B Min Brg Width Req = 1-8 Mean Height: 15.00 It Code / Misc Criteria CreepFactor. 2.0 K Min Brg Width Req = 1.8 Noffit: 1 .00 BCDL: 5-0 psf Bearings B & K are a rigid surface. Soffit: 2.00 BCDL: 5-0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.401 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.490 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.565 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 0 G - H 1217 -1885 Lumber B - C 1534 -2827 H - 1 1383 -2340 Top chord 2x4 SP #1 C - D 1363 -2379 1-1 1364 -2379 Bot chord 2x4 SP #1 D - E 1382 -2340 J - K 1534 -2826 Webs 2x4 SP #3 E - F 1212 -1877 K - L 27 0 F-G 1159 -1618 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Or 1x4 "T" reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp. web member- Same species & SRB grade or better,tf attached with 8d Box or Gun (0.113"x2.5",min.)nails B - T 2462 -1224 P - O 2051 -9W 6" cc. T - S 2459 -1224 O - N 2051 -986 �a�e �a S - R 2050 - 956 N - M 2459 -1245 Wind" ' R - Q 2050 - 956 M - K 2462 -1245 Member design based on both MWFRS and C&C. No 047182 Q - P 1615 -685 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T - C 222 -6 G - P 560 -327 E Of C - S 316 -453 P - H 445 -644 . S-E 411 -155 H-N 410 -156 E-Q 445 -644 N-J 315 -452 .�»". F-Q 558 -357 J-M 223 -8 �JA d Q-G 250 -243 40 015A 38 FF 5B 8180 BB 7F48 00 99 2E35 FB rtkttemhu been akzl zi icdar-AwAadbrym2nuOmartlncy PE (FL. ite.047MI on Vie disc Awin abawe wig a Sgz-2 asftritiait cszde. ax�amd xr�i�:sairtre dncarsetsi mmxe n+rt cxenddeasd dgtta� ynd sealed arrd the.:rrtf I aa:e;,tacaAaevr9e n, .t Y, se('afd. acays9ectmrsk asplca **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ire Information, bV TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryY BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly a3id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, ale. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. (Refer to 60A-Z for standard plate positions. a division of l F9 1, or Wr n acceptance any spructure failure to build the g or cover page m. The suitability 1 Job Number: 36CS00068 I Ply: 1 1 SEQN: 668259 / T15 / COMN 4EBB 1828-Cali "C" IDR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: B2 Wgt: 254.8 Ibs .. / ... 05/11/2018 6'4"9r 6 +4—°8 +'0°19'10" 7"15I 2T3'T36"7 r67 398° 4-4 106237"8749 r m3X4 ®5X6 5(A2) 1112X4 ®3X4 -3X6 -3X4 »3X8 ®3X4 -3X6 -3X4 16(4 SEAT PLATE REQ. 1' 6'2"13 5'104 6'2"13 12'1", 39'8" 1'11" 39"15 39"15 2'0"1 i 14' 201 19'10" 237°15 1101r 16'0" 2 SEAT PLATE REQ. 5'10"4 _�_ 6'2"13 i 1' 3 398" Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.154 G 999 240 g 1561 / 713 / 964 / - / 367 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.424 G 999 180 L 1561 / 713 / 964 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.066 N - - Wind reactions based on MWFRS Des Ld: 37.DD EXP' C HORZ L 0.125 N - - � )� B Min Br Width Re = 1.8 9 q NCBCLL: 10.00 Mean Height: 15.00 ft 9 Code / Misc Criteria Creep Factor: 2.0 P L Min Brg Width Req = 1.8 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.383 Bearings B & L are a rigid surface.Soffit: Load Duration: 1.25 psf MWFRS Parallel Dist: 0 to hd TPI Sid: 2014 Max BC CSI: 0.454 Bearings B & L require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft j Rep Factors Used: Yes Max Web CSI: 0.566 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft 1 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 G - H 1264 -1827 Lumber B - C 1561 -2830 H - 1 1326 -2020 C - D 1395 - 2372 I - J 1413 - 2333 Top chord 2x4 SP #1 D - E 1413 -2333 J - K 1395 -2372 Bot chord 2x4 SP #1 E - F 1-2K - L 15-2830 Webs 2x4 SP #3 F- G 1264 264 -181827 L- M 27 27 0 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AvA(t � - B - V 2466 -1255 R - Q V - U 2464 -1255 Q - P 1755 - 804 2041 -1013 � U - T 2041 - 984 P - O 2041 -1013 e . • T - S 2041 - 984 O - N 2464 -1284 � S - R 1755 - 776 N - L 2466 -1284 �IWO,Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. �ft ! � STATE bf J V-C 232 -6 R-H C U 325 -469 H - Q 258 -183 546 - 351 - - U - E 373 -161 Q - 1 E - S 409 - 558 1-0 409 - 558 373 -161 may* F-S 546 -351 O-K 326 -469 . G - R 257 - 282 K - N 232 - 8190 40 015A38 tf 5B U B0 BB 7F48 00 99 2E 85 FB MU Itemku bran =11 ualad'by:AauaM AaMM4 a'�(EL, tit�8a7tazlan tiieda?a.shawa a tt^.1ng a SH»«i a khcn katancc9a. mdccrgx scr tvxd �xKm•�t anot ccmd&=d 1ignvu4=9=led aasd 8��:''ss�®nittaSia�cz il�racmt�e�3f�:d.nm amydectmrs's aaayiax. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI an7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI.. Unless noted dtherwise,top chord;shall have properly attached structural sheathing and bottom chord shall have a propperly lid ceilingp. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, le_ ADDiv nlates to each face of truss and Dosition as shown above and on the Join f Details, unless noted otherwise. (2efer to a division of its drawin any failure to build the on this drawing or cover page ie design shown. The suitability any 1 Job Number: 36CS00068 Ply: 1 1 SEQN: 668262 / T25 ! COMN 4EBB 1828-Cali "C" /DR Horton AEBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: B3 Wgt: 218.4 Ibs / .. 05/1112018 64"7 I 1{ 6410 60 95 I 25 9 3348 M V =4X61 '3 1 �, r5X8 8 110 =3X6 m3X4 =3X8 =3X4 =3X6 111:6(4 SEAT PLATE REQ. SEAT PLATE REQ. 391" 1' 6'2"11 5'9"5 2'0"1 L9,"15 59"15 2'0"1 5'9"5 6'2"11 1' 6'2"11 12' 14'0" 19'10" 25'7"15 2T8" 33.5 5 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf NA Ce: NA VERT(LL): 0.164 F 999 240 B 1561 1715 / 958 / - ! 326 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.451 F 999 180 J 1561 1715 / 958 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS EXP: C HORZ L 0.130 L - B Min Br Width Re 1.8 Des CLLd: 10.00 Mean Height: 15.00 ft �) 9 q g Code / Misc Criteria CreepFactor. 2.0 J Min Brg Width Req = 1.8 NCBCLL: 2. 00 TCDL: 4.2 psf Bearings B & J are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.592 Bearings B & J require a we plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.603 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.354 Loc. from endwall: not in 4.50 it FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpl:118 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1404 -2093 Lumber B - C 1617 -2856 G - H 1376 -2223 C - D 1350 -2262 H - I 1350 -2262 Top chord 2x4 SP #1 Bot chord IN SP #1 D - E 1404 -2093 I - J 16-285 Webs IN SP #3 E - F 1404 -2093 J - K 27 0 27 0 Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. Or 1x4 "T" reinforcement. 80% length of 1 B - R 2494 -1317 O - N 1937 -952 web member. Same species & SRB grade or better," R - Q 2491 -1317 N - M 2491 -1346 attached with 8d Box or Gun (0.113"x2.5",min.)nails MAp 6" oc. sqIlk Q - P 2491 -1317 M - L 2491 -1346 ' P - O 1937 - 922 L - J 2494 -1346 Wind ,.. �.4 Member design based on bath MWFRS and C&C. + Maximum Web Forces Per PI Ibs s s ) - � Webs Tens.Comp. Webs Tens. Comp. R- C 273 - 5 O- G 286 -177 z C - P 427 -600 G - N 464 -172 E - P 464 -172 N - I 427 - 600 15 OF E - O 286 40 I - L 273 -4 °f u. F - O 221 - 283 40 015ASS FF;0 810PBB 7F48 00 99 2E85 FB rfifx it¢ist�asBzacn ekcStg::�medz�x] s�alndby ahaamati Marttnea, n (R. tee. N73B3t on the &t2 %fWwn AftM ttt&ig a SN1t i s�taienect¢�r ' Qs¢a¢ed c��x �st� sitstat ara r+tnc¢�aed s�ae:?�rd exaMd ara6 tine r-:A>2 as�hentka9icxswde met �a w�r3f�l r�seydrztmnk avjtr. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, bVy TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rMid ceilinf� Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to 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/TPI 1, or for handling shipping, installation and bracing of tiusses.A seal on this d9awing or cover page_ listing this drawingg indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this eiawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00068 Ply: 1 SEQN: 668264 / T23 / COMN 4EBB 1828-Cali "C" /DR Horton AEBB 1828-Cali "C" City: 1 FROM: AH DRW: Truss Label: B4 Wgt: 207.2 Ibs / ... 05/11/2018 6'4"9 12'0"1 19,10" 27'7"15 33'37 39'8" 6'4"9 5'7"8 7'9"15 7'9"15 5'7°8 6'4"9 SEAT PLATE REQ. --5X8 1112X4 —�5XB D E F 1112X4 =3X4 =3X6 =3X8 =3X6 =3X4 III X4 SEAT PLATE REQ. 39'8" 6'2°13 i_ 5'9"4 1'11"1`p 5'10" 5'10" 1'11"1 5'9"4 6'2"13 1' r 6'2"13 12'0"1 . r 14' T 19'10" r 25'8" f 27'7"1 33'5"3 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi L/# Pf: NA Ce: NA VERT(LL): 0.183 E 999 240 Lu: NA Cs: NA ' VERT(TL): 0.502 E 999 180 Snow Duration: NA HORZ(LL): 0.068 J - - HORZ(TL): 0.128 J - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.618 TPI Std: 2014 Max BC CSI: 0.624 Rep Factors Used: Yes Max Web CSI: 0.580 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1561 1717 / 947 1- / 285 18.0 H 1561 1717 / 947 /- /- 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 H Min Brg Width Req = 1.8 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 E- F 1616 -2483 B - C 1631 - 2819 F - G 1476 - 2392 C - D 1476 -2392 G - H 1631 -2819 D-E 1616-2483 H-1 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 2454 -1322 M - L 2080 -1066 P - O 2452 -1323 L - K 2080 -1066 O - N 2080 -1036 K - J 2452 -1352 N - M 2080 -1036 J - H 2454 -1352 Maximum Web Forces Per Ply (Ibs) No 2 Webs Tens.Comp. Webs Tens. Comp. P - C 210 - 6 M - F 508 - 321 C - O 328 -426 F - K 433 -168 � D - O 433 -168 K - G 328 -426 * D-M 508 -321 G-J 210 -8 ST E - M 364 -462 4001SA38FF51381.BOSB7.F480099.2E85 FB Mil Itemlmbzid=iadbyfa; 9Marnr� ue.94nul on the lost shwa abaw tabg35HA 3 authentlottncfe. rFibEnd capluattH& ti=Lr.:R A= satczrwduml t#wj=A salad 3saC iFav:�.ia-,aa aeA�cn�aassc�c mu�t.EmaroriE3caf ea amt: �octmrdr cmIAL -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI anrTSBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefiy 77!d ceiling. Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or B10, le. ADo1v olates to each face of truss and Dosition as shown above and on the Join Details, unless noted otherwise. (2efer to a division of any fis drawin any failure to build the on this drawing or cover pa e ie design shown. The su Mbility rpi 1 Sec.2. Job Number: 36CS00068 Ply: 1 SEQN: 668296 / T24 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" _ Qty: 1 FROM: AH DRW: Truss Label: B5 Wgt: 203.0 Ibs .. / ... 05/11/2018 5'3"4 10'0"1 16'9" 5'34 4'8"12 6'8"15 23'0"12 + 29'7"15 + 34'4"12 { 39'8" 6'3"11 6'7"3 4'8"12 63"4 -5DX8 =3X4 =5FX6 _ 5C'X8 12 6 Z�t2X4C H 02X4 v in =4X6(A2) B 1�4X 1 �3 A P O N M L K SEAT PLATE REQ. =3X4 =3X6 =3X4 =3X8 =3X6 =3X4 SEAT PLATE REQ. 39'8" 1' 10'0"1 1'it"1r5 4'5"8 1 6'7"3 47°4 11'11"1r5 10'0"1 1' 10'0"1 + 12' 1' 165"8 ^r 23'0"12 27'8" r 29'7"1 39'8" 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 loc Udefl U# Loc R / U / Rw / Rh / RL / W B 1561 / 719 / 931 I - 1244 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.211 F 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA ' VERT(TL): 0.579 F 999 180 1 1561 / 719 / 931 / - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.072 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.135 K - - (T )= B Min B Width Re 1.8 q = Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 P 1 Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Cade: FBC 2017 RES Max TC CSI: 0.460 Bearings B & I are a rigid surface. � Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0.736 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.626 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1821 -2860 B - C 1692 -2808 G - H 1555 -2540 Wind Duration: 1.60 WAVE Lumber C - D 1556 - 2540 H - I 1692 - 2809 Top chord 2x4 SP #1 D - E 1812 -2845 I - J 27 0 Bot chord 2x4 SP 91 E - F 1820 -2860 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. 1)� B - P 2456 -1386 M - L 2223 -1174 P - O 2224 -1145 L - K 2223 -1174 e O- N 2224 -1145 N - M 2866 -1530 K- 1 2457 -1416 o. . TAT 40 01563E FF 58 SI B06117F48 00 99 3E 85 FB WtBAasvznl teurttnnx, EM.!&.GS MJL� Aedata show oabn vang a SNwI .. i�i nbYaCiSi�.ri idXJB. ?r8s&aa£zgtiascsiGhis sior.*m=azm Pat=W&,rad apiadand: bd mist t:",c&-iiat as:9;MaPtkattssscs.9e my tbm�Ifkd rn mfolmtmnk cmkL Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - P 276 -266 M - G 801 -498 D - P 399 -129 F - M 293 - 358 D - N 789 - 490 G - K 402 -129 N - E 300 - 365 K - H 276 - 266 E - M 100 - 96 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqguire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Corn oven[ Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 61D, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. {2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitabrltty and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. For more information see this ioh's neneral notes nane and these wen sites- AI PILAF• www alnineitw mm, TPI• www tninst nm• RRr.A- www shrindushv m Ir]G www 1 rsafe nm Job Number: 00068 I Ply: 4EBB 1828-Cali "G" /DR Horton /4EBB 1828-Cali "C" I � '212.8 Ibs I FROM: RS301 / T14 / SPEC I DRW; 05l11l2018 I Truss Label: B6 8'0"1 13'5"12 19' 281 29' 33'3"8 39'8" 8'0"1 5'5"11 5'6"4 7'4"1 2'7°15 4'3"8 6'4"8 G T 5E5X8 m3X4 12 C D E tF T6 � H t�!3X4 90 (a) 1�=3X6(At) B I-3X AEM P O N M L K 112X4 3X8 m3X8 112X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 13'4" 5'8" 20'8" Loading Criteria (psf) TOLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing 8'1"13 5'0"7 5'9"12 T2"5 2'9"11 4'5"4 8'2"12 1� 8'1"13 132"4 19' 28'2"5 29' 33.5"4 39.8" Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 It TCDL:4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 it Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 (a) Continuous lateral restraint equally spaced on member. Or lx4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Plating Notes All plates are 5X6 except as noted. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NI PF NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE Defi/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.032 L 999 240 VERT(TL): 0.095 L 999 180 HORZ(LL): 0.014 K - - HORZ(TL): 0.026 K Creep Factor. 2.0 Max TC CSI: 0.501 Max BC CSI: 0.424 Max Web CSI: 0.663 Mfg Specified Camber: ♦ Maximum Reactions (Ibs), or *=PLF Loc R I /Rw /Rh /RL !W B 559 1260 / 385 /- / 257 / 8.0 O* 325 / 147 1161 10 ! - / 68.0 1 752 / 342 1531 /- / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 O Min Brg Width Req = I Min Brg Width Reg = 1.5 Bearings B, O, & I are a rigid surface. Bearings B, O, & I require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 549 -672 B - C 356 -588 G - H 520 -686 C - D 163 -14 H - i 659 -1095 D-E 435 -187 I-J 27 0 E - F 435 -187 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - P 449 -232 Chords M - L Tens. Camp. 631 -280 �e �a P - O 456 -232 L - K 916 -485 °�. O - N 298 - 359 K - 1 919 -485 0471,62. N - M 635 - 280 . Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. i" ft C-P C-O 312 -44 418 M-F F-L 225 191 -2 Arl -646 -141 e- O - D 178 - 97 G - L 432 - 339 ! D - N E-N 319 - 410 321 -398 L - H H-K 336 235 - 449 -15 .1i 'w. N - F 783 -1202 40 015A38 FF 55 84 BGBB 7F49 00 99 2E 95 FI3 z3�1t9tarssRasak - in@:�3s�xfad6y 6d��a1 M3artina,� tz.0471-01 on the dRW OwwvabmM Was a SPA-1 3DtiBifL�tat94b.�G E'�mtadaap5xz��s dacnrasaat�mm a�atcrami�xmd �aeesa�d &�aia@ a»d tire. Se5R:.3 rent woe nit beaedf9eJ mmirdettrarsh_ .."e . -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Uniess noted o-therwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly CCc. ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, B7 or t e. Appfy plates to each face of truss and position .as shown above and on the Join f Details, unless noted otherwise. f2efer to 60A-Z for standard plate positions. of ITW Buildin Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the nce with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. ingg indicates acceptance of protiessronal engineering responsibility solely for the design shown. The suitability drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00068 Ply: 1 SEQN: 6683031 T11 / SPEC 4EBB 182E-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: B7 Wgt: 208.6 Ibs / ... 05/11/2018 T 2 _+ 2+ 3399 35 9 +11 8 + 42"3 84"93 T T11115 12 6 U T =3X4 012X4 SEAT PLATE REQ. 13'8" =3X4 =3X8 E FG S'X4 ' R--"- =3=4X1()O SEAT PLATE REQ. SEAT PLATE REQ. 1 5' .i. I m5X6 K JS3X4 T i� K=3L6(A1) em P O N M fl 012X4=3X6 =3X8 012X4 SEAT PLATE REQ. 21' 7'1"12 11" 5 5'4"9 2 4'8" 5'8"5 1'5"11 45"5 6'2"11 1� 7'1"12 '1" 1 1364 18'8" 242"5 25'8 34 33'5"5 39'8" �.— 29' 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 loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.039 N 999 240 B 529 / 241 / 354 / - / 277 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.101 N 999 180 S 687 / 237 / 346 ! - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.014 M - - Q 1302 / 601 / 633 / - /- / 8.0 EXP: C HORZ TL 0.027 M - - K 776 1350 / 528 / - / - / 8.0 Des .00 Mean Height: 15.00 ( ) NCBCLL: 10.00 It / Misc Criteria Creep Factor. 2.0 Wind reactions based on MWFRS TCDL: 4.2 psf BldgCode: FBC 2017 RES Max TC CSI: 0.569 B Min Brg Width Req = 1.5 Soffit: 2.00 BCDL:5.0 sf P TPI Std: 2014 Max BC CSI: 0357 S Min Brg Width Req = 1.5 . Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Q Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CS 1: 0.564 Spacing: 24.0 " C&C Dist a: 3.97 It Rep Min Brg Width Req = 1.5 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings B, S, Q, & K are a rigid surface. GCpi: 0.18 Plate Type(s):. Bearings B, S, Q, & K require a seat plate. Wind Duration: 1.60 WAVE VIEW Ver: 17.02A2.1208.15 Lumber Maximum Top Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp_ Bot chord 2x4 SP 91 A - B 27 0 G - H 584 -525 Webs 2x4 SP #3 B - C 588 - 579 H -1 934 - 734 Bracing C - D 626 -488 I - J 935 -734 (a) Continuous lateral restraint equally spaced on D - E 272 -106 J - K 1161 -1131 member. Or 1x4'T" reinforcement. 80% length of E - F 584 -525 K - L 27 0 web member_ Same species & SRB grade or better,F - G 584 -525 attached with 8d Box or Gun (0.113"x2.5",min.)nails , 6" oc.Maximum Bot Chord Forces Per Ply (Ibs) nx Wind �Chords Tens.Comp. Chords Tens. Comp. Member design based on both MWFRS and C&C. wtt �+ r B - U 451 - 388 Q - P 657 -571 40 U - T 445 -329 P - O 652 571 e T - S 444 - 325 O - N 652 - 571 S - R 340 -262 N - M 947 - 886 R - Q 340 - 262 M - K 950 - 887 ' +STAT E 'OF Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. a$ aya;: C-U 216 -128 Q-H 1513 -1385 209 D-TD 109 20 H-N � -61 a alit D-S 751 -751 N-J 523 -429 SERIAL it S - E 196 -241 I - N 374 - 383 40 015A38 FF 538180 813 7F48 00 96 2E 85 F8 E - Q 500 - 398 J - M 223 -31 S1,(z lternW" been mkctc pz%nnd wd=1M byF eem Martinez, G-Q 276 -324 FE(FL. Lk.0471921 an ter.die sPww a[xsvm arsng asN&8 an:-ellenticateeas cctf a p1bud CopiesOftt¢s donsmeniwe notcr�as3:tkaeA mc�snd :�almd an6tha5iA mc4tbewjtf�daver wirdectmrk "`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, b TPI an[7SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attacheri rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B1D, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Zefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI> PI 1, or for handling shippinq, installation and bracing of trusses.A seal on this drawing or cover page. . listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANS11TP0 1 Sec.2. Job Number: 36CS00068 Ply: 1 SEQN: 668310 / T20 / SPEC 4EBB 1828-Cali "C" /DR Horton MEBB 1828-Cali "C" Qty: 1 FROM: RS DRW: Truss Label: B8 Wgt: 203.0 Ibs / ... 0511112018 39 2'11"15 3'9913 I 4'18U 4 F 3'8"11 &7"15 1 4338 { 64 8 J TT m T�I N11 � Hs=-5Xfi r i =3X4 I112X4 a5xt5 m4xw 012X4 a5X8 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 13'8" 5' 21' 1' T1"12 2'11"15 3-4"9 5'1"12 3'8"5 6'9"11 4'S"4 62°12 1' F T1"12 10'1"11 13'6"4 18'B° 22'2"5 29' 33'.5 39'6' 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: 3.97 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 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 Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in [or, Lldefl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.037 M 999 240 B 527 / 239 / 338 / - / 317 18.0 Lu: NA Cs: NA VERT(TL): 0.097 M 999 180 P 730 / 273 / 339 ! - /- / 8.0 Snow Duration: NA HORZ(LL): 0.013 L - - O 1229 / 557 / 597 1- / - / 8.0 HORZ(TL): 0.025 L J 787 / 358 / 529 /- /- 18.0 Code / Misc Criteria Creep Factor. 2.0 Wind reactions based on MWFRS Bldg Code: FBC 2017 RES Max TC CSI: 0.591 B Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0.329 P Min Brg Width Req = 1.5 O Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.513 J Min Brg Width Req 1 FT/RT:20 0)/l0(0) ( Mfg Specified Camber: Bearings B, P, O, & J are a rigid surface. Plate Type(s): Bearings B, P, O, & J require a seat plate. WAVE VIEW Ver: 17.02.02.1208.15 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ A- B 27 0 F- G 725 - 746 B - C 644 - 570 G - H 929 - 813 C - D 696 -515 H - I 935 -783 D - E 405 - 316 1- J 1146 -1160 E- F 724 - 746 J- K 27 0 7 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. +� B - R 442 -392 O - N 623 -570 a No 047102. R - Q 382 - 307 Q P 382 N - M M L 616 972 -571 - -304 - -870 P - O 473 - 386 L - J 975 - 871 40 015ASS FF 5B 81 BD BB 7F48 00 99 2E S5 FB ateQr.,Ra�ctxw�gs3�arad.�s3ssafcdby krasv�tr�irt€nes. (r1., lit.9475921 on the dM19hawn ahauo u*ig a SVXX L �iicntzGafb,9awa, , 3kPmtctiz sa3cfsss doaz =m oot= &nd %4pwJ=ii .salad and tlw _—A&izw%v.ticrtizncada nu.,t:IDe�,dfaed mmirdectrark rs,^.Ins. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. C - R 192 - 74 O - G 1701 -1524 R-D 236 -105 N-G 216 -4 D-Q 79 -7 G-M 137 -36 D - P 916 - 804 H - M 388 - 321 P - E 170 - 241 M - 1 487 - 394 E - O 480 - 437 I - L 204 - 33 F - O 167 -237 -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricatingg handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, byV TPI anr7'SBCA) r sa shipping, practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted IT chord shall have properly attached structural sheathing and bottom chord shall have a pro any lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg insTalled per BCSI sections B3, B7 or 910, le. ADDTV Dlates to each face of truss and,position as shown above and on the Join f Details, unless noted otherwise. Nefer to a division of any structure is its drawin any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 36CS00068 Ply: 1 SEQN: 668231 / T2 / GABL 4EBB 182E-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: D1GE Wgt: 134.4lbs .. / ... 05/11/2018 214" _i r 1018" + 1018" Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 29• _+ 1'4• -1 (TYP) I ®4X4 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements_ 21'4" 21'4° Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Pf. NA Ce: NA VERT(LL): -0.001 H 999 240 Lu: NA Cs: NA VERT(TL): 0.002 AE 999 18( Snow Duration: NA HORZ(LL): 0.002 J ' - - HORZ(TL): 0.003 J - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.108 TPI Std: 2014 Max BC CSI: 0.033 Rep Factors Used: Yes Max Web CSI: 0.088 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 e VA r. STATE oto a # SEA,* 40 01 5A 38 FF 5B 81 BO BB 7F 49 00 99 2E 95 FB 'rift Item hw been ak- .. stgnnaaid asalzd by mae,4 motintr; £ i L. tt[."7192t on 60date shown abaw uans a SN7r3 at�lsen�at�sscce3r. a,b tad crptasoiOb% slrErmnt� not cmil d:14n =ti s-lad anal dr-EA 4 XAhenY:c U0M02de m�t.0 m.MW M Mq elmlrarsk crxFles. 1'- ♦ Maximum Reactions (Ibs), or *=PLF Loc R I /Rw /Rh /RL /W P* 81 /37 /39 /- /11 /255 Wind reactions based on MWFRS P Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. A - B 27 0 1-1 304 -24 B-C 87 -120 J-K 253 -21 C-D 80 -90 K-L 202 -23 D-E 105 -71 L-M 154 -43 E - F 153 - 50 M - N 105 - 64 F - G 202 -29 N - O 74 ' - 84 G-H 253 -21 O-P 81 -113 H -1 303 -24 P - Q 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AE 175 -108 X - W 192 -107 AE-AD 183 -110 W-V 191 -107 AD -AC 185 -110 V - U 189 -106 AC -AB 188 -111 U - T 187 -106 AB -AA 190 -112 T - S 185 -105 AA-Z 191 -1.12 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 X-1 0 -162 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, byy TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ]id ceiling Locations shown far permanent lateral restraint of webs shall have bracing9 installed per BCSI sections B3, 67 or 610, 11e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. {tefer to 60A-Z for standard plate positions. a division of Irl i,orrorn acceptance any structure lis drawing any failure to build the on this drawing or cover pa e ie design shown. The suitability Job Number: 36CS00068 i Ply: 1 I SEQN: 668232 / T3 / GABL 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: C1GE Wgt: 78.41bs .. / ... 05/11/2018 7' 14' J 7' T 18" - ^I TYPI G— 4X4 14' f 1' 14, 1' I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum, Reactions (Ibs), or •=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw 1 Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 F 999 240 L" 84 / 39 / 40 /- / 12 / 168 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 E - - L Min Brg Width Req = - EXP: C Des Ld: 37.00 HORZ(TL): 0.002E - - Bearing B is a rigid surface. NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 TCDL: 4.2 psf BldgCode: FBC 2017 RES Max TC CSI: 0.118 Maximum To Chord Forces Per PI Ibs Soffit: 2.00 BCDL: 5.0 psf P y (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CS 1: 0.061 A - B 27 0 G - H 213 -26 Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: B - C 14 -66 H -1 157 -48 GCpi: 0.18 Plate Type(s): C - D 61 -28 1- J 105 -69 Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 D - E 113 -17 J - K 87 -89 Lumber E - F 165 -14 K - L 84 -106 F-G 221 -17 L-M 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes B - V 145 -46 R - Q 164 -49 All plates are 2X4 except as noted. V - U 153 -47 Q - P 159 -50 Wind U - T 158 -48 P - O 155 -51 T-S 161 -49 O-N 150 -53 Member design based on both MWFRS and C&C.a��� S - R 164 -49 N - L 144 -55 Additional Notes rp ��r See DWGS A16015ENC101014 & GBLLETIN1014 for-�w. rr Maximum Gable Forces Per Ply (Ibs) gable wind bracing and other requirements_ 0 Gables Tens.Comp. Gables Tens. Comp. wk C-V 122 -56 Q-H 205 -83 D-U 115 -75 P-1 159 -72 41 E-T 159 -72 O-J 115 -75 OF F - S 205 - 83 N - K 122 - 56 STATE G-R 13 -89 40 015A38 FF5B 8160 667F 48 00 99 2E &5 FB rbft Item hu WO seated bymaiaw MartLira, nE FL. Ue.94i'm2( on the da8e4wwa dbavv wbo a swt l hantica.:.cassm�Sa. t't tel�itt dbtt}5dn"�'x"^"`rSiID got crosidelad 'C'a3d=16d aeati ef'e A,-1asr2ioet+ikdCieeaecxla reset bet a�er3f�d emtaeye3ectiari�. CV91 s: "'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, byY TPI anSBCA) fsafety practices prior to pertorming these functions. Installers shall provide temporary bracing er BCSI. Unless noted otherwise,top chord'shall have properly attached structural sheathing and bottom chord shall have a properly attache�ripid ceiling Locations shown for permaneht lateral restraint of webs shall have bracingg installed per BCSI sections 63, 67 or 10, as applicable. Apply plates to each face. of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI i P! 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. . listing this drawing indicates acceptance of pprofessiona engineering responsibility solely for the design shown. The suitability and use of this thawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00068 I -Ply: 1 SEQN: 668233 / T19 / EJAC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 14 FROM: AH DRW: Truss Label: EJ7 Wgt 23.8 lbs / ... 05/11/2018 T3 / SEAT PLATE REQ. C 7' 7 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W B 336 / 117 / 259 / - / 173 18.0 TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 120 / 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: 37.00 EXP: C HORZ(TL): 0.025 D - - Wind reactions based on MWFRS / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ItCode Creep Factor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.0 psf BCDL: 5.0 sf P BldgC ode: FBC 2017 RES Max TC CSI: 0.496 D Min Br Width Re 9 q = - Load Duration: 125 MWFRS Parallel Dist: 0 to h!2 TPI Std: 2014 Max BC CSI: 0.368 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes p Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.i208.15 Ch d T C Ch d T C Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Wind Member design based on both MWFRS and C&C. P i 047-182 STATE QF 40 01 5A 38 FF 58 81 BO BB 7F 48 00 39.2E 85 F€t U#Uhemhaabzrnakdrank*yApagffzmm aeaiedbyMa" Kftrtkr=, M(FL. ttc.rarraBzl zd�e�sha�evre aCava armgaSN d ea�ax,¢nde. aadts rmsrcrxi .s dacrrmaafenrit=zi&�ed*S,ac" dsanded anxd it e'�A««"s sa. ca xas z ama.t ba.cdled aa=ydectfaoiia- cats s. or s ens. omp. or s ens. omp. A-B 27 0 B-C 77 -151 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, bV TPI ancl'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide tempurarrYy er BCSI. Unfess noted o�herwise,top chord shall have property attached structure) sheathingp and bottom chord shall have a proppefly riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp insfalled per BCSI sections 63, B7 or 610, icable. Appiy ptales to each face of truss and position as shown above and'on the JoinfDetails, unless noted otherwise. (2efer to )s 160A-Z for standard plate positions. a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSIt I PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ;e of this drawing for any structure is the responsibility of the Building, Designer per ANSIfTPI 11 Sec.2. r , M Job Number: 36CS00068 I- Ply: 1 SEQN: 668234 / T16 / JACK 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" Qty: 4 FROM: AH DRW: Truss Label: BJ5 Wgt: 16.8 Ibs .. / ... 0511112018 T SEAT PLATE REQ. C 1 O � CV 1 51 rd 51 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pr in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# LOG R / U / Rw / Rh ! RL / W B 263 / 96 / 208 / - / 129 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 90 / 13 / 70 / - ! - 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.007 D - - C 119 193 / 62 ! - / - 11.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.008 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P BldgC ode: FBC 2017 RES Max TC CSI: 0.309 D Min Br Width Re g q = - 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 is 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. p Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Ch T C 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. 40 015A 38 FF 5B 8180 BB 7F48 00 99 2E85 FB rdsts lierss .era ek " - s%nad wlb=aW 6y rA=A want v*4 ?EVL.L£e.Q43.E33.1Mb)adaft dawWabasasrangaSK4.1 au-�seatt3catc. pr'ancd eepiaxddii dmu--,WA A zrcmat erssi6mad simad2M =i®d and ft--4a-T �Wffi ntm9immde r4 t$c arrAiad i.'sr acy decimak . raylas. o s ens. omp. ar 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 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS > reqquire extreme care in fabricatingg'handlin� shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building nent Safety Information, byy TPI and'SBCA) t0F safety practices prior to performing these functions. Installers shall provide tempurarrVV per BCSI.. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, icable. Appty plates to each face of truss and'position as shown above and on the JoinrDetails, unless noted otherwise. (2efer to )s 160A-Z for standard plate positions. a division of ITW BuildincLComponents Group, Inc., shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSIPI1, or for handling' shipping, installation and bracing of trusses.A seal on this drawing or cover pa e this drawina. indicates acceptance of professional engineering responsibility solely for the design shown. The suitability any y , y Job Number: 36CS00068 I Ply: 1 SEQN: 668235 / T17 / JACK 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" Qty: 4 FROM: AH DRW. Truss Label: BJ3 Wgt 12.6 lbs / ... 05/1112018 T Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: D 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 CBC. C SEAT PLATE REQ. T to C'M (V 3 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# LOG R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): NA B 193 / 76 / 162 1- / 86 / 8.0 Lu: NA Cs: NA VERT(TL): NA D 51 16 / 41 ! - ! - 11.5 Snow Duration: NA' HORZ(LL): -0.003 D C 64 / 51 / 30 ! - / - / 1.5 HORZ(TL): 0.003 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: 0.174 D Min Brg WidthReq = - TPI Std: 2014 Max BC CSI: 0.072 C Min Big Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): , Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 1Chords Tens.Comp. Chords Tens. Comp. i A-B 27 0 B-C 29 -105 rM 0 40 01 SA38 FF 56 8$130 BB 7F48 00 99 2E 85 Fla rhix«naiadbyWxzzlMartt= ?f (tt. tte.t asasz{ ar thin daaet shawnat4vm %ringa s14A+3 a>;dS�n�sazicaszaufr. s��txd e�Lxrmrtha: dtxszr,.m-ztaam nattx�nEd •r`e�s�€zx�d xaice6 aac tMz �':A.S.sutleent5mti�eaea�le nettYea 3fied on=7dedmnk 9aft. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVy TPI an SBCA) ror safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 63, 67 a 61D, as applicable. Apply plates to each face of truss and position as shown above and on theJoin Details, unless noted otherwise. �2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSITI PI 1, or for handlin shippin , installation and bracing of trusses.A seal on this drawing or cover page- - i!stin this drawing, indicates acceptance of pro essiona engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. For more information see this iob's general notes Daae and these web sites: ALPINE: www.alnineitw.eom- TPI, wwwtninst nrn- SnCA- www ehdndostnr min- Icc- www imar nm T I r Job Number: 4EBB 1828-Ca6CCOIDR Horton 14EBB 1828-Cali "C" I I Wgt 11.2 Ibs I FROM: AH236 / T18 / JACK I DRW; 05/11/2018 I Truss Label: BJ1 12 6 � C 2X4(A1) B M o LO D SEAT PLATE REQ. 1, 1' 1 i Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# LOG R / U / Rw / Rh / RL / W g 150 / 77 ! 145 /- / 42 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 110 / 18 ! - ! - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - - C -14 128 / 25 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 B Min Big Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf ! p Bldg Code: FBC 2017 RES Max TC CSI: 0.163 D Min Br Width Re g q = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.015 C Min Brg Width Req = - Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. Loc. from endwall: Any 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 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 28 -19 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. —IMPORTANT** FURNISH THIS a division of any Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 No 047102 S 4001SA38FF51181B06137F4800992E&5'FB 3kSc iter.RAas4s a��te�y ignad.wl%Iaday sAa 4ri0arttrta �E(�A..t&�uAats�!jonti�me�asashar�aa6s�a�ngsst#�.�. avtisan�a.¢%a¢aic. Yrtam:dCVpmn dt%dsxrsa nit not CMII& adtoadand=kd and tics S4A-'x w khentxst "a nut bin av d W cn mydedrank C a3. TO ALL CONTRACTORS INCLUDING THE INSTALLERS ping, y practices prior to performinRefer these functions Installers shall providestempordairnrYyg have properly attached structural sheathing and bottom chord shall have a propperly ral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, tion as shown above and on the JoinCDetails, unless noted otherwise. (2efer to shall not be responsible for any deviation from this drawing,any failure to build the Aping, installation and bracing of trusses.A seal on this drawing or cover pa e_ rona7 engineering responsibility solely_for the design shown. The suitabdrty Job Number: 36CS00068 Ply: 1 I SEQN: 668237 / T21 / HIP_ 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" Qty: 2 FROM: AH DRW: Truss Label: CJ7 Wgt:42.0 Ibs .. / ... 05111/2018 67 9110"1 6'8" 37" SEAT PLATE REQ. 0 6'1"4 3'2" i6"1y3 1'5" �- 6'1"4 9'3"4 9'10 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: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf. Soffit: , 2.00 . BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Special Loads --(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1.41 to 55 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 2.84 BC: From 0 pif at -1.41 to 4 plf at 0.00 BC: From 2 pif at 0.00 to 2 plf at 9.84 TC: -7 lb Conc. Load at 1.41 TC: 128 lb Conc. Load at 4.24 TC: 238 lb Cone- Load at 7.07 BC: 23 lb Conc. Load at 1.41 BC: 103 lb Conc. Load at 4.24 BC: 179 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. 1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# LOCR / U / Rw / Rh / RL Pf: NA Ce: NA VERT(LL): 0.015 G 999 240 B 330 1208 / - /- / - Lu: NA Cs: NA VERT(TL): 0.041 G 999 180 E 385 / 175 / - 10 / 0 Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 / - /- / - HORZ(TL): '0.00B F - - 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: 0.241 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.326 D Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.256 Bearing B is a rigid a sea Bearing B requires a seatt plate. FT/RT:20(0)/10(0) , Mfg Specified Camber: /W 110.6 / 1.5 / 1.5 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208. 55 Chords Tens.Comp. Chords Tens. Comp. 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 604 -290 F- E 0 0 G - F 591 - 288 Web ly � Webs Maximum Tens.Comp es Per W Webs (Ibs)Tens. Comp_ w1L� G - C 286 -47 C - F 345 -709 aio ate. 40015A38FF5B81808137F4800992E85 FB ThisILcMkll",b Wttkt�pa md2flds fed tryrataWZ1Madl=,' Efir.. tfc.C4rual an eiadate snova ab� tshnga Si;Ti aa.thmnarattcsca�e. . Ps3.ted c� mrzt� doc+a�c:-st mm alntcren�dcrmd si'amaziand �zalad awd ktc.��<a�rthaniva2itvcza9e minC8ax nrr5fksirnaasyedcctranA: rnpiaa. -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporartyv BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpef!y id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, 6e. Appty plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of -i F'1 T; or for n acceptance any structure fis drawin any failure to build the on this drawing or cover pa e ie design shown. The suitability Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ort 140 Mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ors 140 mph Wind Speed, S' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Flrt 1pn mnh Wind SR a. ls' Menn HPlnht. Panda i. FnrinSPd. F.rr9 Pe 11. K7t = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) lx4 'L' Brace r (1) 2x4 'L' Brace r (2) 2x4 'L' Bracer (1> 2x6 'L' Brace r (2) 2x6 'L' Brace No Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B - < S P F #1 / #2 3' 10, 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 9' 7' 12, 2' 12, 8' 14' 0' #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' Q H F Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' 8' ill 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' Q% -J a 14- CU S P D F L #1 4' 0' 6' 8' 6' It, 1 7' 10' 8' 2' 9' 4' 9' B' 12' 4' 12' 9' 14' 0' 14' 0' #2 3' 10' 6' 7' 6' 10' 7' 9' e' V 9' 3' 9' 7' 1 12' 2' 12, B' 14' 0' 1 14, 0' *3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 11 0' Stud 3' 9' 5' 3' 5' 7' 6' 1t' 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' 11' 9' 8' 10' 4' 13' V 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' 0' 13' 1l' 14' 0' 14' 0' 14' 0' 4 > _ S P F #3 4' 2' 7' 1' 7' 9' e' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' U F Stud 4' 2' 7' V 7' 6' e' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' O H Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' B' 10' 5' 10' 10' 12' 8' 13' 7' 14' 0' 14' 0' \QJ #1 4' 7' 7' 7' 7' IV 9' 0' 9' 4' 10, e' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' / S P #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' 0' 13, it, 14' 0' 14' 0' 14' 0' Q1 I D F L #3 4' 4' 6' 5' 6' 10' 8' c' 9' 1' 10' 6' 10, ill 13' 4' 14' 0' 14' 0' 14' 0' Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 1t, 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10, 10, 11' 10, 12' 7' 14' 0' 14' 0' 0 l3 U O S P F H F #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12, t' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 7' 1 8' 2' 8' 5' 9' e' 10, 0' 11' 6' 12' 0' 14' 0' 1 14' 0' 14' 0' 14' 0' Stud 4' 7' 8' 2' 8' 5' 9' B' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X d S P 141. 5' V 8' 5' 8' B. 9' 11' 10' 3' Ill 9' 12'. 3' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' Ill 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' .-1 D F L Stud 4' 9' 7' 4' 7' 10' 9' e' 10, 1' Ill 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 1 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12, 0' 13' 7' 14' 0' 14' 0' 14' 0' able Truss t Dlagonal brace option vertical length may be T doubled when diagonal 18' A brace Is -used _Connect L I diagonal brace for 60011 - - - - - - - 'L' + " at each end, Max web Brace total length Is 141. 31E31E 2x6 DF-L #2 or better diagonal I T Vertical length shown bracei single 8, In table above. III or double cut L 45' (as shown) at 1 upper end ontlnuous Bear Connect diagonalat of vertical web. Refer to chart above for Ill "VARMCBm READ ALB) FG=V ALL HUES ON THIS DRAWDR ..WMTANT.. FIADDSH THIS BRAYM TO ALL CEINTRACTORS Daa.UDDA; IHE DSTALLERL Trusses require extreme care in fabricating, handling, -shipping, instalUn and bracing. Ref@O. to and Folio. the latest edition of SCSI (Bulding Ibmponent Safety Information, 6y TP1 and SBCA) forCsafety p 1c 9 prior to performing those functions. Installers shall provide temporary bracing per ESL Unless noted othe..Is., top chord shalt hove properly attached structural shrathtna and bottbn Chord r shall have a properly attached rigld Belting. Locations shown far permanent lateral restraint of webs - f7 sh.11 have bracing Installed per BCSI sections 43, B7 m 810, as =coble. Apply plates to each face urdess ILI�IL.u=� IL�r� f truss and position as shown above and on the Joint Details, noted otherwim Refer to drawings 160A-Z for standard plate positions " :Q AN Rw COMPANY AlpVle, o division of ITV BuAdinp Components Group Inc. shall not be resprnsase far any deviation from drawing, failure to bull the truss in ANSI/TPI 1, or for homAhg, shipping, q this any confornan a with Installation 6 bradng of trusses. A soot on this drawing or cover page listing this drawing, Indicates acceptance of professional engwreering re sIXely for the uk,9yu shaven, The svltabUty and use of this drrowhg 133B9lakefranl Drive far any structure is the responstb0lty oP the BiildkV Designer per ANSI/TPI 1 S..& Earth City, MO 63045 For more Information see this ,Job's general notes page .� these web sites+ ALPINEt wmatpineltw.comi TPh www.tpinstorgl SBCA, ww.slechdustry.orgi IM wwlc F.Arg Bracing Group Species and Grades: Group AI S ruce-Pine-Fir Hen -Flu Standard 02 1 Stud #3 1 Stud #3 Standard Do u I Fir -Lurch Southern Plnewww #3 r #3 Stud Stud Stnndard Stnndard Group Bt Hem -Fir ql & Btr #1 Dou las Fir-Ldreh Southern Plnew.w #L #1 #2 - #2 lx4 Braces shall be SRB (Stress -Rated Boartl>. .wFor ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plF over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0,128'x3.0' min) nails. X For (1) 'L' bracer space nalls at 2' ac. In 18' end zones and 4' oc. between zones. )K) For (2) 'L' bracest space nalls at 3' o,c. In 18' end zones and 6' o,c, between zones. bracing must be a minimum of 807 of web member length. Gable Vertical Plate Sizes Vertical Length No Splice 4 Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 Less than 4' 0' 2%3 Greater than ll7 c'fi l'G 6J L" A, MAX. T❑T, LD, 60 PSF MAX. SPACING 24,0' w Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C,- Kzt = 1.00 Or+ 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 are 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ore 120 moh Wind Soeed. 30' Mean Heloht. Partlally Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) Ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace x (1) 2x6 'L' Brace x (2) 2x6 'L' Brace ■ Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B -P #1 / #2 3' 8' 6' 3' 6' 6' 7' S' 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' S. 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' L1 Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' IV 11' 13' 7' 14' 0' O I� P Standard 3' 6' 4' 7' 4' Ili' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13, 1' 14' 0' #1 3' 10, 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12, 2' 13, 11' 14' 0' -( S P #2 3' 8' 1 6' V 6' 6' 1 7' 5' 7' 8' 8' 9' 9' 2' 111 7' 1 12' 0' 13' 9' 1 14, 0' #3 3' 7' 4' 10- 5' 2' 6' 5' 6' IS' 8' 9' 9' i' 10' 1' 10' 10' 13' 8' 14- 0' F Stud 3' 7' 1 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' StandardE4'O' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' e' Ill 9' 7' 12, 2' 13' 0' U #1 / #2 7' 2' 7' 5' 8' 5' e' 9' 10' 1' l0' 6' 13, 3' 13' 9' 14' 0' 14' 0' _ U S P F LIP #3 6' 7' 7' 5' 8' 4' e' 8' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' Stud 6' 7' 7'0'8' 4' e' e' 9' it 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' a I�Standard5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10' 12, 8' 14' 0' 14' 0' 13) #1 7' 3' 7' 6' 8' 7' 8' Il' 10, 2' 10' 7' 13' 5' 13, II' 14' 0' 14' 0' SP #2 7' 2' 7' 5' 1 8' 5' 8191 10' 1' 10, 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' 1' 1 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' l0' 5' 12, 5' 13' 3' 14' 0' 14' 0' OJ D F L Stud 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12, 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10, 2' ill 0' 11' 9' 14' 0' 14' 0' d S P F #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 5' 7- 7' e' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' u' <J u Stud 4' 5' 7' 7' B' 1' 9' 2' 9' 6' 10, 11' Il' 5' 14' 0' 14' 0' 14' 0' 14' 0' O �l F Standard 4' 5' 6' 6' 6' 11' 8' B' 9' 3' 10' 11' 11' 5' 13' 7' 14' 0' 14' V 14' 0' X CS S P #1 4' 10' 8' 0' 8' 3' 1 9' 5' 9' 9' Ill 2' it, 8' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' 8' 1 7' it- 8' 2' 9' 4' 9' 8' ill 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' _ _ 11' 0' _ _ 11' 6'- - 14' 0' 14' 0' 14' 0' 14' 0' Ri ID F L- - -Stud 4' -6' - -6' 10' 7' 3' 9' 1' 9' T 11, 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 1 Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' !0' 11' 11' S' 12, e' 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades) Group AI S ruce-Pine-Fir Hem-Flr #1 / 02 Standard #2 Stud #3 Stud 1 #3 Standard DO u Ins Fir -Larch Southern Pinexxx #3 #3 Stud Stud Standard Standard Group BI Hem -Fir 01 4 Btr #1 Dou to Fir -larch Southern Pinewww #L #1 #2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). xwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boords. Group B values may be used with these rades. Gable Truss Detall Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 135 ptf over continuous bearing (5 psf TC Dead Load). Gable end supports -Load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. AlioutjL Attach 'L' braces with 10d (0.128'x3,0' min) nails, )K For (1) 'L' brace, space nails at 2' o.c. able Truss In IS' end zones and 4' o.c. between zones. )(3F3'ar (2) 'L' braces- space nails at 3' o.c. Diagonal brace option T In 18' end zones and 6' o,c. Between zones. vertical length may be doubled when diagonal IB' 'l' bracing must be a minimum of 80% of web brace Is used. Connect L member length. diagonal brace for 690# 'L' *I Gable Vertical Plate Sizes at each encl. Max web Brace I total length Is 14'. 3161E i Vertical ennth No S lic e 2x6 DF-L #2 or I Less than 4' 0' 2X4 ` better diagonal "r t Greater than 4' 0,, but 4X4 Vertical length shown ` bracei single 8, less than 12' 0' In table above. j or double cut 45' (as shown) at L 1 * Refer to common truss design for upper end, tj U R R u u peak, splice, and heel plates. ortlnuous Bearing Refer to the Building Designer for conditions Connect dl at 1111 IIIIlIf not addressed by this detail. vertical midpoint of vertical web. Refer to chart above for max gs+R`le rq(64 length, "VARNINGlew READ AND FOLLOW ALL NOTES ON THIS DRAWTNM . 041ORTAMTa FURNISH TfUS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. lVii .�` `` r/ REF ASCE7-10-GAB16030 DATE 10/01/14 Trusses quire estrwne care In fabricating, handling, shipping. installing and bradng. Refer toy�(/`�`1f�� Follow tho latest eNtion of SCSI aluemng Component Safety Inf-Ilion, by TPI and SSCA) for safety practices prior to performing these functlons. Installers shall provide temporary beadr-g per BCSL Unless top have attached structural sheatfdnp an bottom chord �' w f1 �� d I 1 I LJ I� noted otlxrelse, chord shall properly shall have a property attached r1g1d eellft. Locations shown for permanent lateral restraint of webs shall have brodng Instaaed per SCSI sections B3, B7 or 810, s applicable. Apply plates to each face of truss antl Casaba s shown above and on the Jaht Oeta16. Unless noted otherwise. No / iQ DRWG A16030ENC101014 111__RI Jr-� AN fI1NC10MPANY Refer to drarinps 160A-Z for standard plate posltbns, Alpine, divlslon of ITW BuRtling Components Group Ina shall not be esponslblw for any d".-ti- from this droeing, any faftwe to build the truss h conformance elth ANSI/TPI 1, ar for hand4p, shbp4q, histaRation L bracing trusses: _ ATE OF : e0 t� •Q �1 MAX. TOT, LD, 60 PSF of A seal m this drawing or cover page UsAft this drowl<p, Indicates acceptance of professional. %ir^ ,. Q p 1 !� 1 ¢npfntenirg responsibility solely for the design sham. The sWtob0lty and use of this drawYg For My structure Is the responsibility of if a &Ail p D@slpner per ANSt/iP[ 1 Sea2. �lA EarthBCity.M0 63045 q /jfg44¢ NAQ MAX, SPACING 24,0' ALPWG wee.nlpineit-, TPI- w.tp6star W SBCA,I v-slacinndustryarpl IM wn ccsefaorg ,e� IT Relnfoi Menk Gn Tr 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. Gable vertical length greater than 48' 'L' or 'T' brace required �c A Refer to appropriate Alpine 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. Examples 2X4 ZX4 *2X8 No 'L' or i brace required .f In lieu of scab brace Gable Provide connections for uplift specified on the engineered truss design vertical length greater than Attach each 'T' reinforcing member with 48' 'L' or 'T' brace required End Driven Nnilsi lad Common (0.148'x 3.' min) Nalls at 4' oz. plus (4) malls In the top and bottom chords. Toenalled Nallsi lad Common <01481x3',min) Toenails at 4' mc, 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, A14030031014 ASCE 7-10 Gable Detail Drawings All515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC1010141 A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe -null - 0'r - End -mall To convert from 'L' to 'T' reinforcing members, multiply 'T' increase by length (based on appropriate Alpine gable detall). 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 Examples ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 '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. Mbr. Size 'T' Increase 2x4 30 2x6 20 ^ iui�\\iJi AN TTWCOMPANY 13399LekelimtDd4e Ee:PoCiry,M0C,3045 "WARNDIR/ READ Alm FTIJAW ALL MDTES DR TICS MAWM !/DPWT0T" n1RNISH TIUS DRAWM TO ALL CUi1RACITRS 1Nt1tom THE INSTN.I.0m Trusses require extreme care In fabricating, handift, shWing, installing and bracF+Q Refer to and fotloa the latest edition of BCth CBWrig Component Safety Information, M TPI and SBCA) for safety racy� es prior to perfornkig these funcilons. Installers shall provide temporary bradr�p par BCSL ..11 rated attarwhe, top chard stag Have property ¢ttnd,ed structural sheathing arwi batten chard 0T0T. shalt have a properly attached rlpw cetlk� LocntWns shown for psrnanertt lateral restraint of webs J or Deg, is ap�knWe. d . plates to each into sections the shoU have bracing hstaUed per above of truss and ppoostthn as shorn ¢hove and on the Joint Details, �mtess mted otherwise. Refer to drarhgs 160A—Z for standard plate positions. Alpine, a dvlslon of ITV Buldng components Group Inc. shall not be responsible for any deviation from tilt drawing, any foiture to bull the truss in conformance with ANSL01TPI L or for hnndft, shlppkV, hstal(atton i brocbp of trusses. A seal m ttls dra" or cover pa Ustwp Itits aMw4p, Indicates acceptance of professional eADMrrerYip re �pI;y solety for the design shown The sultobMlly orxl use of this draoFq for arty struet,r�i is the resparnblaey �&9 �8me Hpxr ANSVipi I Sect ALPINO �ww.nlot. more Kscanl�TPL wwwAv Jamstioraj sck wwwwroot" sbchanu�svw.or�wl'Ica wswlccscfe.oro MAR O9,,Y4��'LI'lllnuo y� *''v � •gp� g! � +.,�: �, : rt90 tzazS82 " ram; STATE OF ".t�arct y, t,„�g S„ ,C, ant6,,��c�,, rr' diiAtitd; pa` wa.saxews, n...... — .� �. yM1 MAX. TOT. LD, 60 PSF REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN1014 , DUR. FAC. ANY MAX. SPACING 24.0' .w. 2: 1'R' a Hip Frame, 'R' Hip frame stops at plumb cut of jacks to maintain pitch continuity, Hip frame lumber Is SPF, So, Pine, HF, or DFL Standard, Stud grade, or better. Hip Frame Details See Engineer's seated 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 property attached, Hip Frame Stepped Hip System Trusses n ii-$* �#1 Hip Pitched and Sheathed Chord Area Hip Framew 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 ASCE this detail 7-10, 180 for: mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss manufacturer, ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated. Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So. Pine lumber, StructuroA anels must be properly attached directly Residential, Wind TC DL=4.2 psf, Kzt=1,00 To hin,%%0-Vh i wr(Ins, d n ^� Illll�lll'000•••—L��J�' Ill l-F_�—, AN ITW aDMPANY 1338n Lakefront EadCity63045 wVAfUlul6To READ Alm FDLLDV ALL NUMS w THIS DRAWM -DPMTAnn. FURKM nUS UMVM To ALL CWRacT1W DcI.uBIMe THE DWAUJ3M Trusses require extreme core N fabrbnting, handling, shipping, NstaWng And bracing. Refer to and follow the lntost etlltlm of BCSI (B„Atleg Campment Safety Information,, by TP[ And SBCA) far safety practkes prior to performing these functlons. Installers shUl provide temperery bracing per BCSI. unless noted otherwise, top chord shag have properly Attached structmol sh,.Iw And battom chord shop haven properly attAchatl rlgW csling. LacatWns them far permanent 1Aterol -1:ANt Af webs, J or DetBIG, as WAess&ppticanote. Apply plates to each FAeo shag have and positionin.ased par BCSI sAndon the of truss and position as shown above and An the Joint DetA0.s, unless noted AthenLse. Refer to drawings 16CA-Z for standard plate positions. Alpine, A division of ITV BuUding Conpments Group Ina sholl not be esponsible for Any deviation from this drodng, any faIure to bWld the truss in cmfornance dth ANSLTPI 1, m for hnntlgnp, shipping, NstAllatku, 6 brA.Ng of trusses. A seal on this draftm cover page UstNg this drawfie, k k tes Acceptance AF professional � ereapor�llty sotelre.,pon 1�91uty oP the B The sultob0.lty arW use oP this drowNgALI,,,p�� far AnY .. B: dhg Bedgner' Per ANST/TP2 (Stc2 For more Information see this job's general notes page and these web silos ALPDiL, wewalpIneltw.canl TPA nstpInstogi SBCA, www.sb iNdustryorgl ILO wwwlccsafe.org 'l "� % Q' `GE/��.n '1 a 1 ` nl ,V - = c V AT OF 9 Q -r "... t, OP. t��j \ , V R 1 V 8x 9 �`t aal \1tt ._ REF HIP FRAME DATE 10�01�14 DRWG HIPFR1801014 Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, )Ex Attach each valley to every supporting truss with, (2) 16d box (0.135' x 3.5') nails toe-nalted for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates, Unless specified otherwise on engineer's seated design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, same species and grade or better, attached with 10d box (0.128' x 3.0') 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' oz. 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, I— Spacing 2x4 x4 Pitched Cut Square Cut Stubbed Valley Optional Hip i--- 8-0-0 max --i Bottom Chord Bottom Chord End Detail Joint Detail Valley Val 4X4 Toe -nailed / •a 12 K. 1X3 6-0-0 - -�\`, lX3 3X4 SPL (Max Spacing) IX3 2X4 Q aG�eg SQ 20-0-0 (++) — I at 2 o.c. Plan Supporting trusses at 24' O.C. maximum spacing, i15\l\iltl11711///1, ' d (� �� I� AN Ill'VODMPANY 1338E La from, Orive EaMCiI ,tAOW5 -WARIM01v READ NO FOU.OV ALL tWES ON TKS BRAVM otw�tTANr.. FNRf+ISN THIS BRAvtN6 to ALL fBfTRACTaRs t7tal7lm+c TK 1ItS1ALL17tS. Trusses require ewtrene care in fabricating, handling, shtpping, 7nswUng and bracing, Refer to and We. the latest edition of SCSI Mdoing Component Safety tnformotion, by TPI and SBCA) for safety practises prior to perforrdnp these functions. Inatallers shot( peovMe teporary brad per BCSL W noted otherwise, top chard shall have properly attached structural ahoath,ng a baton Chard chatt have a property attached rlp�tl CHUna Locatlons shown for pe=.i lateral reatraklt of ebli shall have 6w InstaUetl per SCSI sfatkeK B3, B7 or R10, as app1kabte. App(y plates to each face of truss and Ito ap Shawn above. and an the Joint Betagp, view noted theMse. Refer to dra". 16OA-2 for standard ptate posNAans. Atpine, a divlslon of ITV WIT Coponentw gre Ina. shaft not b resPonslbtw for any devktan from this draring, any fafture to bu0.d the truss In conT- mace with ANSI 1, or for handing, shipping, k,staUatbn b bracing of trusses, A seal on this droving or cover page Ustip 11is drawing, kwhetas acceptance of profesdlonal hop Mlpan TU sorely ia' tie desgn shoes The su tamtty and use of this drawing Fora�ry�stk linoof the gul©ng t7ostgrwm per AMVWi i Sec2 For pore information see this Job's general notes pope and these web sites ALPINE, —tclnelts— TPI. nwA h.toro, SBM wwws strv.oro, ICO wwvJccsafe.ora `` A.� ''. q�� Sr i «`T EL,i Imo« t\ °e �, p c OF fZTIRI % d:� '� � �> �� ��� 'h. L /iia, r, e L�:L ♦ TC LL 30 C DL 20 BG DL 10 C. LL 0 - TI3T. LD, 60 .. 30 15 10 0 40PSF 7PSF 10 PSF 0 PSF 57PSF REF VALLEY DETAIL DATE 10/01/2014 DRWG VAL160101014 _ ___-- 55 UR,FAC,1.25/1.33 1.15 1.15 SPACING 24.0' Piggyback Detail - ASCE 7-10i 160 . mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wlnd, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere in roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean 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 purllns. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purllns, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable IF cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xx Refer to Engineer's sealed truss destan drawino for oloovback and base truss soeclfications. Detail A 1 Purlin 12 Up to 12 17 4' 2' 2' Spacing = 24' o.c, or less O.C. max 4' Top Chord Scab <Typical Each End) Flat top chord purllns required at both ends and at 24' max o.c. spacing in between. Detail B 1 Purlin Spacing > 24' o,c- Piggyback cap truss slant Walled to all top chord purlln bracing with (2) 16d box nails (0.135'x3,5') and secure top chord with 2x4 k3 grade scab (i.side onty_at each end) attached with 2 -rows of IOd box nails <0,128'x3') at 4' o.c. 12 Attach purlin,bracing to the flat top chord using a minimum of (2) 16d box nails (0,135'x3.5'). Up to 12 V I I I I \\ Purlin Spacing > 24' o.c. max \\ I I \\ / I I I I (/ Top Chord Scob (Typical Each End) Chord Flat top chord purllns required at Depth both ends, purlln spacing > 24' o,c. Notes If purllns or sheathing are not specified on the flat top of the base truss, purllns must be Installed at 24' o.c. max. and use Detall A. ld}jjtiijiljJ/ "VARNISAR" REAR AIm FIILUN ALL WTES ON THIS BRAVM ,.�I l `,, !I Afif� w4WWTANTec FLOWSH THIS BRAVING m ALL CONTRACTORS VICLImRIG Tiff INSTALLER& �o `V '7/y Trusses require ewtreme care In fabricothng, handling, shipping, Installina and bracing. Refer to and \� c follow the latest edition of SCSI (Bu0.dtno Component Safety Information, by TPI and SSCA) for safety N` ��CC practices prior to perfo"Mo these fa thous. Instatlers shalt provltlo temps rwyy bracing par BCSI. V,(� Unles noted otherwise, top chord hall have properly attached structural heatWng and bottom chord N `` t shall have a properly attached rigid cetlIng. Locotlons sham for p—nent. lateral restraint of webs Q LRO shall unto bracing Installed per SCSI saloons the J or BID, as applicabte. Appty pintas to each face = of truss and CCo. 16O as shorn above and on the Joint BeWLs, unseat noted otherwise. Refer to drorhgs f60A-t for standard pinta positions. Alpine a division of ITW Bondi Components GrowW Inc, shall not be rasponsihIt for r1 y deNnticn from AN 1TWO�MPANY this drawing, any PoAure to buftne truss In conFornance with ANSI/TPI 1, sr for handling, shlppIn9, r l A' AT6 Wf tnstatlation L bracing of trusses. A sent on tins drawing or cover page listing this drawkp. Indicates acceptance of professia at efnogr inaeneyrYsptrret-csdproreWIbsRlttyhesoreleslypofnosr6dtlin sham. —Ing +"01� N ty B Awm Desigrxr per ANSI/TPI 1 Seca 13389 La'sefront Onve Earth City. MO 63045 ..a— For more �fo�nntio�se� this job's general eta page and meer,, -- sites, Piggyback cap truss slant nailed to all top chord pur(ln bracing with (2) 16d box nails <0.135'x3.5') and secure top chord with 2x4 03 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0,128'x3') at 4' o.c. Attach purlln bracing to the Flat top chord using (2) 16d box nails (0.135'x3.5'). The top chord 03 grade 2x4 scab may be replaced with either of the Following- (1) 3X8 Trulox plate attached with (8) 0.120'x1.375' nails, (4) Into cap TC & (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0,120'xl.375' nails. Note- Nailing thru holes of wave plate is acceptable. x In addition, provide connection with one of the foRowing methods- Trulox Use 3X8 Trulox plates For 2x4 chord member, and 3X10 Trulox plates for NIS and larger chord members. Attach to each face @ 8' o.c. with (4) 0.120'x1,375' malls Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'x8'x7/16' (min) APA rated sheathingg ggussets (each face). Attach @ 8' o.c, with (8> 6d common (0.113'x2') 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 q2, full chard depth scabs (each face). Attach @ 8' o.c. with (6) 10d box nails (0,12B'x3') per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c, front to back faces, 28PB Wave Piggyback Plate One 28PB wave pigggyback plate to each Face @ 8' o,c, Attach {eeth to piggyback at time of f. brlcatlon, Attach to supporting truss with (4> 0.120'x1.375' nails per face per ply, Piggyback plates may be staggered 4' o.c. front to back faces. 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Alddy 3u,40 �o ;4.uawaD Ao juia�--j 'dulaN-1 -40 4.uawaD,4o,4uiaa-1 u01qrn:�14_scjns JacjwaW ,qam 3o a:)o3 yooa o} goos (I) Ajddy -clam 3o aDo3 apim uo goos ua}ua6 OK) •u6lsap paloas s,uaaul6u3 uo aslmua4:�o palfloads ssalun 4agwaw qam uo4} ja;4aq uo apou6 puo sapads awos aq off. }uawaouo3ula.j goos jo '}uawa:)uo3ula j--1 '}uawa:)uo3ulau-1 01Q9x2-2 9x2 smou Z SXZ SXZ-T 9x2 mou T SXZ plot'xz-Z 9x8 smO.j Z 9X2 9XZ—T bxZ mou T 9X2 irXZ—Z 9X2 smO,j E tXZ Jo EXZ bXZ-T t,x2 mOu 1 vxe .jo Exz dulaZI goos dulad -"1 uo -1 �,ulo A!pab az1S 3uawaoauoJulad anl:�ou.ja:�ld 8-13 pal,4padS .jagwaw qaM ,ads(, }uawao.4o,4ula j aa.oydouddo 4gIm u6lsap un.A-a,a 14.uawao,jojula l and}ouuagpo wnwlulw uo1 'anl:.on.jasuoo aq AiDw molaq :., ol,p ul pal,4pads }uawao ao fula a anl}ou.jaa.ly •j.uawaouoyula.j goos jo j uawaoauo,4ulau_-j .jo }uawao.jojula,j_l ol. su6isap paloas /old alOuls uo umo4s N-16 pal.4pads a4} 6uj6ulDq:) Ao3 algoollddo Aluo sl 11o:�ap s141 osa4-ON •pa.jlsap sl poLla.aw quawao.4o,4ula,4 qam anj}ouua:.lo uo �nq u6lsap ssnu} o uo pa13loads sl (y33) }upo_4sa8 lo,ja}o-I snonulo uo3 o ual.{m pasn aq o} sl 11o}ap s141 5upjoljuia�j N-�3 a Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Membei • forces may be Increased for Duration of Load or web member, This design Is valid only for single ply trusses with 2x4 or 2x6 broken members, No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face. Minimum side member length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel. Nall Into 2x4 members usng two (2) rows at 4' o,c„ rows staggered. Nail Into 2x6 members using three (3) rows at 4' o.c., rows staggered. Nail using 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area, Broken chord may not support any tie -In Loads. s - L L 4' O,c � Typical ~ + O + O + O + O O + 0 + O + O + --1 2' 1— Stagger + = Back Face 10d Box (0,128' x 3', min) Nails, 0 = Front Face 2x4 Member - Double Row Stagger( 2x6 Member - Triple Row Staggere Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# s L HIAinun B L Distance Nlnlnum L Distance B L Y L Nail Spacing Detail I `a`i ..►a' o WARND7— READ AND F0UJ3V ALL NDTES ON THIS DPAVD(GI REF MEMBER REPAIR ■wDWMTANTv FUMSH THIS DRAVMG m ALL CMTRACTMS ItCLMUC THE D(STNIERS. `� GEN 'vim Trusses requva rxtrenf care in fabricatong, handling, sNpping, Installing and bracYp. Refer to and � S Pollow the latest asUm of BCSI (Buadng Conpownt Safety Inivfwtlm, by TPI and SBCA7 for salary s �' „� DATE 10/01/14 M. prior to"" f these functions. Installers shall provide temporary bradng par BCSL No. ,Mess noted otherwise, top chord Ghats have property attached structural shenttdtg arm bottom don DRWG REPCHRD1014 shall have properly attached Ngk! ceahhg Locntlms shown for permanent lateral restr°Int gf webs shall have tracing Instailed per BCSI sectlonc B3, B7 or BIG, as apptrnble. Apply plates to each fete of truss and posltlon as shorn above d on the Joint Det k., uNess noted otherdu, OF y ILI�IU�� Refer to draw Its 160A-Z for stardartl plate positions. r Alpine, a division of ITV Building Comments Group Inc shall not be respanslble for ony devlatkan fron AN ITWODIVI ANY this dradng any f.ture to build the truss In cmforname with ANSI/TPI 1, or far handUng, shipping. hstallatlon L bradng of trusses. A seal on this d- ft or cover page Ustft tNa drawing. Indcates acceptance of professionalde shoam The 73389 Leka4onl Drve responsmlUty sWN � and �e of thit. draft of the McAng Designer per yAHSI/IPI 1 Sec2. far arty atrucWre Is tiw Earth City, M0830a5 FD.w;°ft .Information cn °TPIe—titpinocb,oral general w".stcIndustand rei icueRwwvJct�ofeore �'�,,rf� A�"t ttt`` SPACING 24.0' MAX ALPM, A STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' CC MAX. LENGTH T. ❑ TRIM EXISTING FILLER - — SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL. — USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. — USE #3 OR BETTER OR STUD <900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, — LOCATE VERTICALS AT 4'-0' D.C. MAX., OR SEE NEXT OPTI❑N. — IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR — 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD <4' MAX. PANEL LENGTH), APPLY REQUIRED BRACING (SEE BELOW). — OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. — FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (❑R FLAT BOTTOM CHORD SECTIONS OF A TRUSS). XLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ❑RIGINAL 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 I_N 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' D.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' ❑,C. MAX. SPACING AND 1OPSF MAX. CEILING LOAD., WITH THE EXCEPTIONS NOTED ON THIS SHEET D❑ NOT USE THIS DETAIL FOR, STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). INTERIOR BEARINGS AT ANY LOCATI❑N ON THE TRUSS. LADS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. DRAG LOADS CONNECTED TO THE FALSE FRAME. TOP CHORD APPLIED FALSE FRAMES, LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL, VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'—O'). 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, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY r.HANr,F RAcr•n nN TNF NFTJ FRAME LnCATIONS AFTER MODIFICATION. SHOP APPLIED USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION. USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT. IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE). FIELD APPLIED — PLACE FALSE FRAME CHORD IN —PLANE WITH THE TRUSS. — CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE RED. — JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH <3) 1001 BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL, <12' MIN, VERTICAL BLE — MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2.5') @ 3' D.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED, — VERTICALS MAY BE JOINED BY <2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE --(0,120') x1.375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED- WITH 4 NAILS). — IF NEEDED, THE FALSE FRAME BOTTOM CHORD_ MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE J❑INT <ONE FACE ONLY). —VAfW4G i READ AnFIi.MW ALL NaTM IN TM MAVINM %' J.4 REF BC FILLER INFIIt nMT= FURMSH TM DRAWING TG ALL CMNTW=MS INCLMM TIE INSTALLERS � Trusses require rwtrene care In fabrkatkv. handWbp shlppin , Instal9na and brochp. Refer to and ` EN ''�� G DATE 10/01/14 filar the latest emtlon oP BCSI ta�tmmp Component SaVriy InfPonntbn, 6y TP[ and "' for safety P G S,I� apracct s prior to perPornlnp these fwuSlans. tnstnilars shall provide temporary -W*V per IMSL Uritase rated atfwrWdt, top chard shalt hart property attached etructwal shaawng and bottom N DRWG REPBCFIL1014 shall have a properly attached Hold ceiling. Locations sham For permanent lateral restraint of' webs _ / .. ALPHN9 shag have .Vsl installed per abo[ sections th J or Bet as applicable. Apply µotes to each fact of taus abl ppoosition all drown anew and on 23, Joint B10, c, aNecs le, A otheralse. e ReFer to droshps I6CA-2 for standard plate positlom Alpine, a division of RV B.X N Q Components Group Inc shall not be responsible for any devldtkbn Fr S A a n � AN 1 W COMPANY this drawing, any faKr to build the truss inconFornance with ANSI/TPI I, or For handling, shipping, Q Installation L brochp of trusses. A seal on this drawing or cover page ibting this drawing, kwRcates acceptance of professional re lately Par the destpn shown. TM sultabtlty aM use oP this drawing O O R 1 w 13389 Lakefront Drive front' iructhe rr..porb�lltY of tno 9ddlnp Beslgier per ANSI/IPl Earlh City, MO 63045 For nore InFornatian see U" Job's Central rotes pope and these web sites, w ��1± ALPM diolneitv.coru TPD wwctohw. stwin SBCAi wwsbchtlustrv.orot ICO —.1"safrorg �34,,. atkv 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, sane grade and species as top chord designated on Engineer's. sealed design and three times the overhang length, Attach overhang scab to one face of top chord with 10d box (0,128'x3,0', min) nails at 8' o,c, plus clusters of four nails where shown In figure below 00, N❑TE1 #2 is the minimum lumber grade allowed for all species. NOTE; Add 210# uplift (max.) to reported truss uplift for wall connections, rrppBtTAMTn RE ovA'WW'ww AD Arm FDILDv ALL NGTM DN THIS DRAVDIGI FURNI H THIS BRAYING TD ALL CWTRACTWS INCLUDING THE QALLERS TA °` �`G" "' �% '�., `� TOTAL TOP CHORD REF 2X4 SCAB ❑,H, DATE 10/01/14 Trusses requtre ertrene cue h Fnbrkotl,g, handling, shipping, Inst%(U % and brachD. Rotor to and falmr cr,e hurt eaitimi of SCSI Buttding Component Safety Infornat. by 7PI and SDCA) for fety �pENgF �` �, \ LOAD NOT T❑ EXCEED 40 PSF pnctic¢s prbr to perfornhg these Punctlonr. [nstall¢rp shall provltle temporary brotlnD p¢r BCSL UNerr mated aa,¢r.lrr, top shard rhau h°•¢ properly atwched rt,vxtur°` :hea= and botta, chard `�g�� _ No �i (DEAD PLUS LIVE) DRWG ❑HSCB2X41014 shall have A property ottached Blgll cetthg. LocatWns shorn Car permanent loterol restralnt of webs /cooly plAt"wise. to ¢ach face per ab s°cd on ➢h D7 or DIO,et ils unless of t hov¢ brocirq {A. As of truss and po eltWn ar shown obov¢ aml on the Jaht Details, uNass noted otherslse. 111 i'=l IILII�_� Refer to drorngs I6OA-Z for standard plate portions. for deviation from Sygl E 4F AN ITWCOMPANY Alpine, A division of ITV Duldin Components Gro�q Inc shall riot be responslble Am t1s drcring any FaOvre to build the truss In con£oriw,xe with ANSVTPI 1, or For hardu o, sNppkv, ^ ti hstallatbn L brocln oP trusses. A sent on W. drae6,g or cover page Usthg e" drar4p, Indicates acceptance of professional the The use of this dro.hp�,° %'0 w BUR, FAC, LI5/1,25 engrrerYg responsbllty solely for design arom sultnbllq and For structure N re-wrlsbllty of the Didldit Bergner per ANSi/TPI I Seel �Y �s @ia �A _ SPACING 24' E An City.M0633045 see these fR (� � tt`!\ ALPINE, rwrolpineeltr.coni�TPDrrr:tpemst.orgjaSDCA- wwsb.1md..try.or91ICG wwlcca oF¢arg t i-,, EJ W End Jack EJ O i 12 jVARIES OPTIONAL !'L (2) 16d TOE NAILS SCISSORS BOTtOM CORD v eveled Jack (BJ) m m W (BJ) (2) 16d TOE NAILS m o CONNECTION DETAIL 8-0-0 MAX. SPAN .. (2) 16d GUN NAILS m FOR EACH LOCATION TYPICAL END JACK (EJ) SHOWN TOP & BOTTOM N.T.S. 2x4 SYP Nailer 16" Long Go6'-0• MAX. Top & Bottom use 16d Nails 4" O.C. staggered I 1 TYPICAL CORNER SET LAYOUT 1 N.T.S. i OPTIONAL WEB CONFIGURATION i ® I tz I VARIES (4) 16d NAILS See Connection Detail tz © VARIES (4) 16d NAILS €j Connection Detail See C t. - �_ OPTIONAL WEB CONFIGURATION —(4) 16d NAILS See Connection Detail 11-3-12 MAX. SPAN i TYPICAL CORNER JACK (CJ) N.T.S. TYPICAL CORNER SET INSTALLATION TYPICAL LJADING (P.S.F.) TILE: swNGus: TOP LIVE LOAD: i 20 20 TOP DEAD LOAD! 15 7 BOTTOM DEAD LDAD: 10 10 TOTAL: I 45 37 STRESS ZINC. 1.25 1.25 WIND DESIGN: MAX. 160 MPH PER ASCE 7-10 MAX. 24" O.C. i "WARNING" Read & Follow all notes on this drawing. Furnish this drawing to all Pontractors including the installers. 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. a�®���b�et�lxler®tg G�EN3FF��� e NO flrc STATE OF : Ury r os�,®ASS O R , Q PC,1N\�oe,, a /lIA�T A@q{6T¢ MANUEL MARTINEZ, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182