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Home My WebLink AboutTRUSSi! RANEY COMPONENTS �31 71ey 19900 Independence Blvd. St. Lucie Groveland, FI 34736 OIt1'J0116I1tS• 'LC one: (352)429-9429 - (352)429-0304 ' Fax: (352)429-7429 -Job Information. custmer Name: Address: Creekside Lot 50 DR Orton 8736 Cobblestone Dr Desc ption: City, State, zip: 4E B 1828-Cali "C" Fort Pierce, FL I Cover Sheet Order # JOB # 36CS00050 Printed: Fri, May 25 2018 ECR Name and License Number. uauilly ..,.W,..,ag1wil. Roo Loads: Floor Loads: TC Ive: TC Dead: I BC Live: BC Dead: TC Llve: TC Dead: BC Live: BC Dead: 120 7 0 10 0 0 0 0 Bld '. Code: Wind Std., Wind Speed: Bldg. Useage: Building Type: Wind Type: FBIIb 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pa es or sheets covered by this seal from: 1 thru 24 Total 24 11# DESCRIPTION SEONO # DESCRIPTION SEGNO # DESCRIPTION SEONO # DESCRIPTION SEONO 'I 1 Al 2 AtA 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 ABG 10 B1 11 B2 12 B3 13 B4 14 B5 15 B6 16 87 17 68 18 D1GE 19 C1GE 20 EJ7 21 13J5 22 BJ3 23 BJ1 24 0J7 0 Digitally signed by Manuel Martinez a n u e l ON: c---US, o=ldenTrust ACES Business Representative, ou=M AND E ASSOCIATES P.A, cn=Manuel Martinez, OF /��+ 7�0.9.2342,19200300.100.1.1=A01098000 ,Art i neZ AdobeBAcrobat DC version: DaYei'201 A51514:36:23 -04'00' IeY 2015.006.30418 40 015A38 FF 513 8180 BB 7F48 00 99 2E 85 FB ThU ltam h= bcen ckuznra�y' Ancd and acalad by LU.AMirtincz, -n(a .tk."73a2f an to dattshawa abwm Wng a SMA•1 as�sendcaat=as¢c�1e. tad eapksaitk-% direr+=—aw ermsid=d *ntd=tl waled am tfs¢..m-wm authentkatian cafe rnr .t to vrded m sa{dactrark ca,iI.L 4 Page 1 of 1 Job Number: 36CS00050 Ply: 1 SEQN: 668252 ! T10 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C". City: 11 FROM: AH DRW: Truss Label: Al Wgt 224.01bs ! .. 05/25/2018 L 6'4"9 ' 116 + , 6 5415 + • , 5'5"9" + 5 539 6 5914 +1'6"7 6'4"9 1 m 0 6(A2) 102X4 =4X6 =3X4 m3XB =3X4 =4X6 02X4 SEAT PLATE REQ. L • F1' 6213 59"3 6'2"13 12' 39'8" 2'0°7 1 59°1 2'0"1 14'D"1 19'10" 25'71 2T8' SEAT PLATE REQ. i 5'9"3 62"13 1� 33'5"3 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSf 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): 0.187 O 999 240 B 1654 / 709 / 961 ! - 1445 / 80 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.479 O 999 180 J 1654 / 709 / 961 / - ! - / 80 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.078 L - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.140 L - - B Min Brg Width Req = 2.0 Mean Height: 15.00 ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 2.0 J Min B Width Re 2.0 nJ q = ' TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.666 s rigid Bearings id surface. g B & J are a g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 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 It FT/RT:20(0)/l0(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 Top chord 2x4 SP #1 C - D 1227 -2466 H - 1 1228 -2467 Bot chord 2x4 SP #1 D - E 1254 -2427 I - J 1493 -3057 Webs 2x4 SP #3 E - F 1114 -1906 J - K 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 web member. Same species & SRB or better, g - R 2673 -1193 O - N 21051 826 grade attached with 8d Box or Gun (0.113"x2.5",min.)nails?,, R - Q 2670 -1193 N - M 2671 -1195 @6"oc. �- Q-P 2670-1193 M-L 2671 -1195 Loading _`4 P-O 2104 -801 L-J 2674-1194 Truss passed check for 20 psf additional bottomft. $s ` " " Maximum Web Forces Per Ply (Ibs) chord live load in areas with 42"-hi h x 24"-wide 9 4 Webs Tens.Comp. Webs Tens. Comp. clearance. ft R - C 276 - 5 O - G 494, - 777 Wind C-P 418 -596 G-N 464 -164 Member design based on both MWFRS and C&C. STATE OFe P - E 464 -164 N - I E- O 494 -T76 I- L 418 -597 2761 -6 F O 1385 751 ! - - I SERLALlk 40 015A38 FF 588Y B013137F4S 00 99 2ES5 FB Thu Aanfrasbs tkamz %:Vwd and aeafad'by FAxnnrl matunw, vr(m. lEe.6S7382f c�tta disc sh swrt alaawws sr.EnB a 5N�8 ' ai<th entisaa�es €pia. PcaadccpUsafNdsdm »A mat craW&adoina dNd � and t}, M;A>T atftiaAti 2*n "0 M-k U 4�rifk�f CA a8i'f dUtMrk �I *"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regtuire extreme care in fabricating, handlingshipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Componen Safety Information, Installers by TPI an SBCA) safety practices prior to performing these functions. shall provide temporaryre7ey bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progey attached n id ceiling Locations shown for permanent lateral restraint of webs shall have bracing(� installed per BCSI sections B3, B7 or 810, omrntrtt. tr as applicable. Apply lates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (Zefer to 7 drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the I..in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e, , listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitabdtty 9iawing Building and use of this for any structure is the responsibility of the Designer per ANSI/TPI 1 Sec.2. S Job Numb'6r: 0050 PlY: 14EBB La #lCA1AC"0/DR Horton MEBB 1828-Cali "C" Wgt '260.4 Ibs I FROM : AH 255 / T13 / COMN DRW / 05/25/2018TrusI -4X6 6'4°9 T10°�9 14'47 19'10" 22'6"4 21'8° 31'97 i33'3 �7 6'4"9 1 1'6" 6'5"15 + 5'S"9 + 2'e"4 4'1"12 T 5'17 6 64°9 F=6X12 012X4 =4X6 m3X4 =6X8 M2X4 M2X4 =410 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" J 1' 6'213 5'9"3 2'0"1 5'9"1 2'10" 4' 6'5°15 6'2"13 12' 14'0"1 19'10" 22'8" 26'8" 33'1"15 39'8" Loading riteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PsF) DeflICS1 Criteria ♦Maximum Reactions (Ibs) TOLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.244 G 999 240 g 1561 ! 708 / 960 / - / 445 ! 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.669 G 999 180 K 1561 / 708 / 959 / - ! - / 8.0 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(TL): 0.240 M - - B Min Brg Width Req = 1.8NCBCLL:10.00 PMean Height: 15.00 ft Code / Misc Criteria Cree Factor: 2.0 K Min Brg Width Req = 1.8 TCDL: 4.2 psf Bearings B & K are a rigid surface. Soffit: 2.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.613 Bearings B & K require a seat plate. Load Duron: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.599 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.980 Loc. from endwall: not in 4.50 it 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, HS VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1424 -2568 Lumber it B - C 1489 -2859 H - 1 1743 -3379 C - D 1225 -2257 I - J 1722 -3418 Top chord 2x4 SP #1 D - E 1252 -2218 J - K 1477 -2841 Bot chorc 2x4 SP #1 Webs 2x SP #3 E - F 1-K - L 27 0 F - G 15M 509 - 2514 2514 Bracing (a) Conth uous 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. Camp. web men attached b th Same or Gun (0 ecies 1RBx2.5grad or be tes B - U 2497 -1190 R - Q 20 -9 6" oc. U - T 2494 -1190 P - N 2985 -1303 GE . s# r T - S 2494 -1190 O - M 36 -15 4011 Wind �� "'�t�" S - R 1920 -800 M - K 2477 -1179 Member resign based on both MWFRS and C&C. «� No 047M 1- Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. r U-C 276 -5 P-G 195 -122 " a C - S 416 - 608 P - H 601 -1075 TATI E OF S - E 463 -160 H - N 807 357 y aye" E-R 494 -720 N-O 114 -4 F-R 42 -515 N-M 2557 -1218 ' v F - P 2273 -1098 N - J 527 -162 R - P 1879 - 657 M - J 390 - 685 P-Q 27 0 40 01 SA 38 FF 5B SI B0 8t3 7F 4$ 00 99 2E 85 FB Tiix iCanbaabcm akstroa�szf�nad a�".._tad 4y rAarua3 Martiaax, PE (FL. Lk.C41192i on the eaSashown abaw Wnaa SRA•1 XAend=tknmute, ar1/teCe siaz cri} adrscz^".syat afnnm ccr i rod `x4n&d—d=hd 2M auth=6=tiW-1eMmk bas rfasdrm07dedrank myias.. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses r equire extreme pre in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compon 4f Safety Information, bVy TPI anc7 SBCA) r safety practices prior to performing these functions. Installers shall provide temporary irriey bracing p r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached 'pid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, pnr ranents;❑r' as appl! ble. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to F. drawings 160A-Z for standard plate positions. Alpine, a ivision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in 'nformance with ANSI Pi 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ If sting this drawing indicates acceptance of professional engineering responsibility, solely for the design shown. The suit -ability and use lof this 9�awing for any structure is the responsibility nearing Building Designer per ANSIITPI 1 Sec.2. x IJob Number: O Truss 1828-Css Label: �I y: 'C'"/DR Horton /4EBB 1828-Cali "C" Qt1 6.4 Ibs I % FROM: AH?50 / T9 /HIPS I DRW I5I25/2018 I 6'4"8 T10" 12'47 19' 20'8" 2T3"9 31'10" 33'3�8 39'8° i r 6,4"8 1'6"� 4'S°14 f 6'7"9 F 1'8" 67"9 �- 4'6"7 +1'5" 525X8 �--5X8 F G ®2X4 =3X4 =3X6 =36s3X4 =3X6 =3X4 02X4 SEAT PLATE REQ. 1' 6'2 5'10"3 r +- 6'2"12 12'0"15 39'8" 1'11"1 5112 1'6"� 5' 1'11" { 14'' 19'1"12 +20'8' 258" +277"� SEAT PLATE REQ. 5'10"3 6'2"12 1' 33'5"4 + 39'8" i Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DeIII/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL :/ W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.156 P 999 240 B 1561 / 710 / 964 / - / 428 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.428 P 999 180 K 1561 / 710 / 964 /- /- -18-0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.068 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.126 M - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 K Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.444 Bearings B & K are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h!2 TPI Std: 2014 Max BC CSI: 0.536 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.665 Loc. from endwall: not in 4.50 itFT/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 1149 -1820 Lumber B - C 1500 -2823 H - I 1352 -2348 C - D 1333 -2384 I - J 1333 -2385 Top chord 2x4 SP #1 D - E 1351 -2345 J - K 1500 -2823 Bot chord 2x4 SP #1 E-F 1145-1814 K-L 27 0 Webs 2x4SP#3 F-G 1101 -1552 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 6d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. c Maximum Sot Chord Forces Per Pik (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B - T 2458 -1193 P - O 2059 - 951 T - S 2456 -1193 O - N 2059 - 961 S - R 2058 - 921 N - M 3455 -1203 R - Q 2058 - 921 M - K 2458 -1203 Q - P 1547 - 603 , •� Maximum Web Forces Per Ply .4 Webs Tens.Comp. Webs ., STATE 01 T-C C- S 216 -6 309 -440 G-P P- H �s S-E 426 -151 H-N * " E - Q F-Q 472 -694 541 -377 N - J J-M Q-G 317 -297 40 01 A39 FF 5B 81 8068 77f 4$ 00 99 2E 85 FS Zhu itam'fim ba mledxus8sa`.t/s$ ncd=� walad by Mom a aaMA , PE(FL. Lic.E4rt921 an tmdaac Shown abom udnga SNtwi a+.�cntttntcmda. Pmtndctpiaxad01- ti�tarmnot c wkmd *mds d,r Ivd amd Ow SF4%matba'Vmti'at CA my cln� "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 [ Safety Information, bV TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly gid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t le. APP!v plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. f2efer to a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handlia shipping, installation and bracing of trusses.A seal on this drawing or cover page, _ this drawing indicates acceptance of pro essionall engineering responsibility solely for the design shown. The suitability ;e of this yawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2. 537 474 427 308 216 -311 -697 -153 _438 _8 ttc Y Job Num er: 36CS00050 Ply: 1 SEQN: 6682481 TO / HIPS 4EBB 18 8-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM. AH DRW: Truss Label: A3 Wgt: 238.0 Ibs / ... 05/25/2018 t_ 6'49 12'48 1T i 22'8" 2T3"8 _ i 31'94 333"7 39'8° r 6'4°9 +1'6"1 4'5°15 47"8 5'8" 47"8 4'5"15 + 1'6" 6'4"9 SEAT PLATE REQ. m6X6 r r- Wp M =3X4 m3X6 =us =3X4 m3X6 a3X4 12X4 39'8" SEAT PLATE REQ. r1+2 3 62"13 + 12'1"3 F 114� 33'5 3 3'121"1'11" 1� 7 7 —2 '{ Loading TCLL: TCDL: Criteria (psf) 20.00 7.00 Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pt NA Ce: NA Defi/CSI Criteria PP Deflection in for, Udefi U# VERT(LL): 0.155 P 999 240 ♦ Maximum Reactions (Ibs) Loc R I U / Rw / Rh / RL / W B 1561 / 712 / 965 I - / 387 l 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.425 P 999 180 K 1561 1712 / 965 ! - /- 18.0 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 HOf2Z TL 0.125 M ( ) B Min Brg Width Req = 1.8 Code / Misc Criteria NCBCLL 10.00 Mean Height: 15.00 ft CreepFactor. 2.0 K Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.379 Bearings B & K are a rigid surface. Load Dut on: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 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 To Chord Forces Per PI (Ibs) Lumber Top chol Bot chor Webs 2x Wind Member Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: P Chords Tens.Comp. Chords y 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 1269 -1955 B - C 1550 -2830 H - 1 1397 -2334 C - D 1378 -2373 I - J 1378 -2373 2x4 SP #1 D - E 1397 -2334 J - K 1550 -2830 b(4 SP #1 E - F 1263 -1946 K - L 27 0 SP #3 F - G 1203 -1695 based on both MWFRS and C&C. 40 015A38 FF 5B SI BO BB?F48 00 99 2tS5 FB Wu itemh'AS bei t eleam? fs by *ned wd s*alestb y h —al Martin=, Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B - T 2465 -1239 P - O 2043 -1000 T - S 2463 -1239 O - N 2043 -1000 S - R 2043 - 970 N - M 2463 -1267 R - Q 2043 - 970 M - K 2465 -1267 Q - P 1693 - 751 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ T - C 230 - 6 G - P 564 - 328 C - S 324 -466 P - H 412 -580 S - E 383 -160 H - N 382 -161 E - Q 412 - 580 N - J 324 - 466 F - Q 561 - 334 J - M 230 - 8 Q - G 231 - 227 �. (EL. tk. C6TfE2l im[tzc fia°¢slwwn abt�ns rig a SHA1 as.'df Cnt3cai3Ca, Win. £minted c�krxorat+�`Y tloc..strtarm error c�adev�=tl '+ said aa!as4 Z ttiei i>i auShentscascs s emw^tiA4e4 .m as pdatmak aim. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses i gquire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPf anc7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary �xrrr bracing Rer BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attachetl riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, odr az�nents: nz as appli ble. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to F drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in nfonnance with ANSITfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page, listing t is drawing indicates acceptance of protession I engineering responsibility solely for the design shown. The suitability, and use I of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this iob's general notes oaoe and these web sites: ALPINE: www.aloinedw.com: TPI: www.toinst.om: SBCA: www.sbcindusW.com: ]CC: www.iocsafe.orq r Job Number: 36CS00050 Ply: 1 SEQN: 668246 / T7 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" City: 1 FROM: AH DRW: Truss Label: A4 Wgt 254.8 Ibs / ... 05/2512018 f 6'4"9 �7'10"S 12'4"7 i 15 19'10" 22 11; 273"9T 31'9"8 +33'3'+ 39'8" ; 6'4"9 16" 4'S"14 2'7"9 4'10" 4'10" 2'7"9 4'5"15 1'6" 6'4"9 =3X4 m5X6 r B(A2) IO2X4 m3X4=3X6*°3X4 =3X8 =3X4=3X8 =3X4 1164 SEAT PLATE REQ. �1' r 8'2"13 + 5'10"2 6'2"13 12'0"15 398" + 1'11"1 4'10" 4'10" 1' 14' 1 19'10" 24'8" 25' "1'11 r SEAT PLATE REQ. S'10"2 6'2"13 1' 33'S"3 + 39'8" L Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL ! W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.158 G 999 240 B 1561 1714 1962 / - / 346 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.434 G 999 180 L 1561 1714 /962 / - / - 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.067 N - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.125 N - - R )� B Min B Width Re 1.8 � q = ' NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 L Min Brg Width Req = 1.8 Soffit 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.387 Bearings B & L are rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.454 Bearings B & L require a seatatplate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.464 Maximum Top Chord Forces Per Pie: (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): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1334 -1958 Lumber B - C 1577 -2832 H -1 1388 -2093 C - D 1411 -2370 I - J 1429 -2331 Top chord 2x4 SP #1 D - E 1430 -2331 J - K 1411 -2370 Bot chord 2x4 SP #1 E - F 1388 -K - L 15- 2832 Webs 2x4 SP #3 F-G 1334 -1958 1958 L-M 27 27 0 Wind Member design based on both MWFRS and C&C. 40 01 SA38.FF 50 91 BO BB 7f 48 00 992E 95 FS 78ti&-aidminibYrdamtlthartin", ?8 K. uc.rw"IE2) an tte daftshown alxwmtins a SKI l anihan5caa�a.. Fiftua ecyLr aithk do==, aate not czniMmd dgnwdand staled and tinesiYazwhentkm:!w�=oc8e m�rtst vfAaed aata ydectimrk CWDS. 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 (lbs) I t 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 **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 an SBCA) for satPety practices prior to performing these functions. Installers shall provide temporary BCSI.. Unless noted o'therwise,top chord shall have properly at structural sheathing and bottom chord shall have a proerly lid ceilingq. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or �10. e. ApR plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. i2efer to of ITW BuildinQQComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nce with ANSI PI 1, or for handlim, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ ing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability i 9�awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. n Job Num fir. 36CS00050 Ply: 1 SEQN: 668243 / T6 / HIPS 4EBB 18 8-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss La el: A5 Wgt: 212.8 Ibs / ... O5/2512018 6'4"9 + 13' + 19'10" + 26'8" + 33'3'7 + 39'8" 6'4"9 6'77 6'10" 6'10"• 6'7"7 6'4'9 e55X8 =3X4 a5X8 D E F T 12 6 p c y3X4C \ / G 3X4 L to °' r` l_14X6(A2) B H=4X6(A2) I � A P O N M L K J III2X4 =3X4=3X6 =3X8 =3X6=3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' 1, 6'2"13 69"3 1' S'10" 5'10" 1' 635 6213 1' 6'2"13 13. 14 19'10" 25'8" 26' " 33'5"3 39W Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TC)_L: 20.00 1 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.172 E 999 240 B 1561 1716 / 953 / - / 305 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.471 E 999 180 H 1561 1716 1953 ! - /- / 8.0 BCDL: �10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.069 J - - Wind reactions based on MWFRS Des Ld ' 37.00 EXP: C: HORZ(TL): 0.128 J - - B Min Brg Width Req = 1.8 NCBCLL' 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 P H Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.446 Bearings B & H are a rigid surface. 9 9 Load Du lion: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.558 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.564 11 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 E - F B - C 1623 -2836 F - G 1502 -2274 1425 -2325 Lumber C - D 1425 -2325 G - H 1623 -2836 Top chor Bot chor 2x4 SP #1 i2x4 SP #1 D - E 1502 -2274 H - I 27 0 Webs 2x)3 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Wind lesign Chords Tens.Comp_ Chords Tens. Comp. Member based on both MWFRS and C&C. 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 14 Maximum Web Forces Per Ply (Ibs) A r Webs Tens.Com PComp. Webs Tens. w � P - C 244 -4 M - F 370 -243 C-O 377 -513 K-G 377 -513 lf• D - O 444 -170 F - K 444 -170 , ..._ a. STAT E ar%* D-M E - M 370 -243 300 -381 G-J 244 -6 L 40015A38FF5B81BOB57F4900992E95F5 Th4lien hm k+c mnd•--lad trf fAaauz7 mamma, n. tH-. uc.=71821 an the dvmomwn a6mre ultisa SRAi 2adlenmaummde. Pskt¢dccpfaxaf" do=mwtaam mat crxxd and iXgnad3 ds=kd arsd [hc.�",.3.-� ¢nGraA&�accda rcnust ba asrs4 crr am7mlc:trmr� ca r4m **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 Compon n Safety Information, byy TPI an SBCA) r sa ety practices prior to performinp these functions. Installers shall provide temporary rrney bracing p r BCSL Unless noted olherwise,top chord shall have properly attached structiTral sheathing and bottom chord shall have a properly att ache tl ggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, onr rnxrlts uz as appli ble. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. kefer to t drawings 160A-Z for standard plate positions. Alpine, a l ivision of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in c 'nformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e, listing th s drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use lof this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00050 Ply: 1 I SEQN: 668240 / T5 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A6 Wgt: 212.8 Ibs / ... 05/25/2018 h 6'4"916'11 "4 + 21' +22'7 _ 28'8" + 33 3"7 + 39 8" 6'4"9 4'7"7 5'11"4 4'0"12 17" 6'1" 4'7"7 6'49 ao5X8 112X4 m3X6m3X4 c5X8 D E F G H T 12 6 03X4C Itz3X4 0 rn -4X6(A2) B \'17 >J m4X 32 A E3 49K S R Q P O N M L 1112X4 a3X4 =3X6 m3X8 m3X4 =3X6 i--3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' h 13 I 49 h3' 2'11114452114 2'5988h3'8439533 13 11"112234' 62832 2 98 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: N1 TCDL: 7.00 Speed: 160 mph PF NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP_ C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. 13 Defl/CSI Criteria PP Deflection in too Udefl U# VERT(LL): 0.191 E 999 240 VERT(TL): 0.526 E 999 180 HORZ(LL): 0.070 L - - HORZ(TL): 0.132 L - - Creep Factor. 2.0 Max TIC CSI: 0.384 Max BC CSI: 0.487 Max Web CSI: OA87 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 40 015A 38 fF 5B 81 80BB 7F 4900 99 2E 95 FB WXiasm%xs eenm1actr a !' atedaidaaxWW li vAW Marfltw, KiR. Lis.947192.f an tha data shown abaw tiling a 5NA1 axzJ)'.. satalfa¢e fc. ff7atede iesorchis elw:as�r�tare not=nI&Xed sdga� d=H miad ara2 tta ""..rA�x aahhanc�ca?�ecca9e nvsE bcarraiticlary aeyelectrw� ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL iP B 1561 / 718 / 940 / - / 264 ; {'8.0 J 1561 1718 / 940 / - /- 118.0 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 1- 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 - 377 O - H 642 - 397 D - R 373 -177 H - M 369 -176 D - P 653 - 405 M - 1 298 - 377 P-G 109 -106 1-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 uire extreme care in fabricating handlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anc7'SBCA) for satpety practices prior to performing these functions. Installers shall provide temporary BCSL Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. AppTy plates to each face. of truss and position as shown above and on the JoinfDetails, unless noted otherw!se. kefer to 60A-Z for standard plate positions. of any its drawin ,any failure to build the on this drawing or cover page Lqdesign shown. • The suitability i Job Numb r: 36CS00050 Ply: 1 SEQN: 668229 / T4 / HIPS 4EBB 182 Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Lab,,: A7 Wgt: 211.4 Ibs / ... 05/25/2018 7'8°12 9' 14'3"11 19' 9' 0" 25'4"5 308" 1'1 "4 39"" 7'8"12 1'3° 5'311 4'8"5 10 5'6"5 5'3"11 1'3" T8"12 =3X4 =3X61112X4 =3X4 =5X6 D" E F G H I ppif p LL mgmpii. _L v i i S R Q P O N M =3X4 =3X6 =3X4 =3X8 =3X4 =3X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" � r1' 7'10"B 8 2'0"3 5'9"13 5'9"13 2'0"3 41"8 7'10"8 1� 7'10"8 12' 14'0" 19'10" 257"13 27'8" 31'9°8 39'8" 11 Loading I riteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# LOG R / U / Rw / Rh / RL / W B 1561 ' / 720 1921 / - / 223 18.0 TCDL: 17.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.243 G 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.667 G 999 180 K 1561 1720 / 921 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 M - - Wind reactions based on MWFRS Des Ld: 137.00 EXP: C HORZ(TL): 0.139 M - - B Min Big Width Req = 1.8 Code / Misc Criteria NCBCLL 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 K Min Brg Width Re q = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.566 Bearings B & K are a rigid surface. Load Du tion: 1.25 BCDL: 5.0 psf TPI Std: 2014 Max BC CSI: 0.560 Bearings B & K require a seat plate. Spacing: 4.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.510 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): I VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 2O29 -3246 1, Wind Duration: 1.60 1 WAVE B - C 1644 -2767 H -1 1873 -2960 Lumber C - D 1811 -2719 I - J 1810 -2719 To chor P 2x4 SP #1 D - E 1873 -2960 J - K 1644 - 2767 Bot chor 2x4 SP #1 E - F 2029 -3246 K - L 27 0 Webs 2x4 SP #3 F - G 2029 -3246 Wind Member esign 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 ip S-R R - Q 2260 -1186 2260 -1186 O -N N - M 2260 -1216 2260 -1216 + Q - P 2993 -1614 M - K 2395 -1340 No 04 r Maximum Web Forces Per Ply (Ibs) 0 Webs Tens.Comp. Webs Tens. Comp - % Ur - S S D 405 - 328 489 -426 P - H H - O 329 378 -187 -520 su.r�r E OF - D Q 944 0-1 944 - -562 -562 Q - E 378 - 520 I - M 489 -426 E - P G - P 329 -187 228 - 303 M - J 404 -328 40 01 SA38 FF 5B 83 Bfl BB 7F 48 00 99 2E85 FB Vas item iossbi aiaU[oaica .k ned.wid=ledby uar zlmartinar, t%(1. i£e:ff37t82j an t3 m da2¢sRawn aC¢vs v.�ng a S941 an�at�iana.�9a. ?i�ted c�tfaxartks docra^»mxmm mat crngixad s% a i=9 tealad d the rs;A«3 au4hentkariaescade mrui hevo&W m smyclectran% cmplvs. "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""'IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses equire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) toy safety practices pnor to performing these functions. Installers shall provide temporary rrn� bracing per BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacnetl rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, onr Dontrfts. t3z as appli�yble. Apply lates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to J , drawings"1160A-Z for standard plate positions. Alpine, aI'division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in BE with ANSI PI 1, or for handling shipping, installation and bracing of trvsses.A seal on this drawing or cover page, . listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2. Job Number: 0/DR Horton MEBB 1828-Cali "C" I Qty: 1 2.2 Ibs I FROM: AH 238 / T12 /HIPS I DRW; 05l25/2018 I 4EBB 1828 Calk C" Truss Label: A8G Pt9'10" I' 16"4 f 122'82 I 3I 38451107T 416"4 2 2101 58S"12 28 798" =6X8 1112X4 a5X6�4X6 1112X4 8 =6X6 12 Cmmxa D TC2 E F G H Qf:xal J • �I'qk q1t F&r\11 I= I. T 12(B3) (r T S I iR=ono Q P O N ixanotnF M 1 1 v 1114X4 105X8(R) =8X12 =8X12 =5X6 1114X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 1- 11'4" i284" hi J61_ 64"4 + 44" 6 6'10"4 1174 Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: C Mean Height: 15-00 it NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft 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 01: 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. 5' 5'8" 5' 2 4'4" 6'4"4 �66", 1 T' 'I' 22'8" 2T8° 8' "12 32'9"12 h 39'2" 39'8", F'1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL '/ W Pf: NA Ce: NA VERT(LL): 0.144 1 999 240 B -116 / 116 / 30 1- 1- 18.0 Lu: NA Cs: NA VERT(TL): 0.399 1 999 180 S 4524 / 2025 / - 1- / - / 8.0 Snow Duration: NA HORZ(LL): 0.022 M - - K 1872 / 860 / - / - / - / 8.0 HORZ(TL): 0.042 M - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.3 Bldg Code: FBC 2017 RES Max TC CSI: 0.728 S Min Brg Width Req = 5.3 TPI Std: 2014 Max BC CSI: 0.525 K Min Brg Width Req = 1.9 Bearings B, S, & K are a rigid surface:, Rep Factors Used: No Max Web CSI: 0.723 Bearings B, S, & K require a seat plate. FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208-15 Chords Tens.Comp. Chords Tens. Comp_ A - B 27 -20 G - H 1427 -3199 B- C 1022 -493 ' H -1 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 NO 041109 in 40 01 SA38FF 5B 81 B0 BB 7F 48 00 99 2E85 FB atzitltamLnbem adaeda Iad'byFilw"IMartin" �ifrL.tk.1:47f8Z1a€ thMdvtexhaLVaabamL-A0aSK%-' a a,^�iarilstatrM WA*. 2rtatad.xr{�ivsurtfj� do,-=ata mot mmadmed s�—ti=led w,d thea,«.R�t.—tN.Atkztka -ae mmtta wAfi. Am my de ttonk K Vids: Maximum Bot Chord Forces Per Ply, (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 396 - 857 P - O 3773 -1705 T - S 403 - 884 O - N 3773 -1705 S - R 1031 - 2342 N - M 3112 -1400 R - Q 1031 - 2342 M - K 3139 -1407 Q - P 2229 -1022 11 Maximum Web Forces Per Ply (Ibs) I' Webs Tens.Comp. Webs Tens. Comp. T - C 636 -156 G - P I 1513 - 630 C - S 976 - 2197 H - P I I433 - 539 S - D 1490 - 2832 P - 1 326 - 673 D - Q 3968 -1748 I - N 337 - 291 Q - G 878 -1853 N - J 822 356 E - Q 395 -461 J - M 625 II i -145 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! *'IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricatingg handlin shipping, installing and bracing..Refer to and follow the latest edition of SCSI (Building Component Safety Information, byY TPI an7'SBCA) toi satiPety practices prior to pertorming these functions. Installers shall provide tempos trig Comp per BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properryly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI secBons B3, B7 or 610, as applicable. Apply proles to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. {refer to °»' I eats, uz drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 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 pr 3 essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSIlfPI 1 Sec.2. Job 0050 4EBB 188-0/DR Horton AEBB 1828-Cali "C" I City: 1 0.8 Ibs I FROM: AH 257 / T1 ! COMN I DRW; 05/25l2018 Truss Label: B1Calii "C"Wgt 6'4"8 7'10" 12' 9 17"1 21'715 27'3'7 3197 33'3" 39'8° 6'4'8 1'6' 4'6" 5'7"8 37"14 5'7"8 4'6" 1'6" 648 m6X6 is :6(A2) 111 XM 7--3X4 o3X6 Q&8 =3X4 =3X6 m3X4 1112X4 SEAT PLATE REQ. 2 2 r1+ 62"12 + 12'S1"1 39'8" L L +114' B'1 13 r 21715 r 25'8" 276°1� SEAT PLATE REQ. -� i 33'5"4 ' 39'8? ' 1� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# Leo R / U ! Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph 1 Pf: NA Ce: NA VERT(LL): 0.155 P 999 240 B 1561 / 711 / 965 / - 1408 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.427 P 999 180 K 1561 / 711 1965 / - / - 18.0 BCDL: I10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS Des Ld: EXP: C 37.00 HORZ L 0.125 M - - (T )� B Min B Width Re 1.8 � q NCBCLL Mean Height: 15.00 ft 10.00 Code / Misc Criteria Creep Factor: 2.0 P K Min Brg Width Req = 1.8 Soffit TCDL: 4.2 psi 2.00 BldgCode: FBC 2017 RES Max TC CSI: 0.401 Bearings B & K are a rigid surface. Load Duration: BCDL: 5.0 psf 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 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 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp_ Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.16 A - B 27 0 G - H 1217 -1885 B - C 15M -2827 H - 1 1383 -2340 C - D 1363 -2379 I - J 1364 -2379 Lumber Top chord 2x4 SP #1 SP D - E 1382 -2340 J - K 1534 -2826 Bot chor 2x4 #1 E-F 1212 K-L 27 0 Webs2x SP93 F-G 1159159 -1618618 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member "Or 1x4 "I" reinforcement. 80% length of Same & SRB better, 1t11##40 Chords Tens.Comp. Chords Tens. Comp. web member. attached species grade or with 8d Box or Gun (0.113"x2.5",min.)nails B - T 2462 -1224 P - O 2051 986 6" oc. T - S 2459 -1224 O - N 2051 - 986 S R 2050 N M 2459 � - -956 - -1246 R - Q 2050 - 956 M - K 2462 -1245 Windy (design Q P 1615 -685 Member based on both MWFRS and C&C.No 82 o Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. STA E T-C 222 -6 G-P 560 -327 C- S 316 P- H 445 -453 -644 S-E 411 -155 H-N 410 -156 ;ot ' " � T* "a- E - Q 445 -644 N - J 315 -452 F-Q 558 -357 J-M 223 -8 Q - G 250 -243 40 01 SA 38 FF 5B 81 BOW 7F 49 00 99 2E 95 FB Thuztds fadwvAasu�^3tsariinrs, ?E. ((L, Lk. "7192f M the date stom *amW4.0 a SRA•i asabmcme�atnas rxuim pihlrd emus oftfis dmx ,ta teat tcr136mad.4 .=4-Mim6 and tlrc;�+��iR-2 aclhent�at%cve code nt�t ®n aestfra�i.�sasyclatmak amcirs. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses l quire extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Compon 'nt Safety Information, bV TPI an 7'SBCA) fo) safety practices prior to performing these functions. Installers shall provide temporary rtney bracing er BCSI. Unless noted olhermse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, onr ronrnrs ur as appli ble. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to 1 drawing I160A-Z for standard plate positions_ Alpine, a'division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in g ,nfonnance with ANSI�fPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing,indicates acceptance of prol(essionat engineering responsibility solely for the design shown. The suitability and us . I of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: Tro B Label:Caall2 C"O/DR Horton /4EBB 1828-Cali "C" I Qty: 1 g Ibs I FROM. AH 259 / T15 / COMNI DRW/ 05I25/2018 I 1 64"9 T10",9 12'4"8 16'0"1 19'10" 237"15 2T3"7 31'9"7 33'3"7 398" _ +1-1 4'6" + 3'7"8 + 3'9"15 + 3'9"15 � P. r 4'6" +1. 14"9 SEAT PLATE REQ. a3X4 a5X6 MiX4 a3X4 a3X6 a3X4 a3X6 rg3X4 a3X6 ®3X4 63(4 SEAT PLATE REQ. 39'8" 6'2"13 5'10"4 1'ti" 3915 3'9"15 2'0"1 5'10"4 6'2"13 1, 6'2"13 12'1" 14' 201 19'10 237"15 258" 1101 33'S"3 1' 6'0"1 2� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: Ni TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Loc, from endwall: not in 4.50 It FT7RT:20(0)110(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Wind Member design based on both MWFRS and C&C DefI/CSI Criteria PP Deflection in loc Udefi U# VERT(LL): 0.154 G 999 240 VERT(TL): 0.424 G 999 180 HORZ(LL): 0.066 N - - HORZ(fL): 0.125 N - - Creep Factor: 2.0 Max TC CSI: 0.383 Max BC CSI: 0.454 Max Web CSI: 0.566 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 No 047102 40015938FF5B81BOBB7€4800992E85FB rtxkItem hmbccnwJaaladbyFA2 s,dAftrtiner, not. ltc.647r82) at he data shnvla abaU Ming a SKA4 2tatheadca1?a==d6. tad as>�l��tt�s il�Laec arMcaxsx9�^rsd � aad naiad mad the FA- aehmt€sa3Ymmdo P.-tbawdficd mavydectork- ctGias. to in ao ♦ Maximum Reactions (Ibs) 11, Loc R I /Rw /Rh /RL i/W B 1561 1713 1964 / - 1367 146.0 L 1561 /713 /964 /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 L Min Brg Width Req = 1.8 Bearings B & L are a rigid surface. Bearings B & L require a seat plate. I Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 1264 -1827 B - C 1561 -2830 H - 1 1326 -2020 C - D 1395 -2372 I - J 1413 -2333 D - E 1413 - 2333 J - K 1395 - 2372 E - F 1326 -2020 K - L 1562 -2830 F- G 1264 -1827 L- M ' 27 0 Maximum Bot Chord Forces Per Ply l (Ibs) Chords Tens.Comp. Chords Tens. Comp B - V 2466 -1255 R - Q 1755 - 804 V - U 2464 -1255 Q - P 2641 -1013 U - T 2041 - 984 P - O 2641 -1013 T - S 2041 - 984 O - N 2464 -1284 S - R 1755 - 776 N - L 2466 -1284 Maximum Web Forces Per Ply (lbs)l Webs Tens.Comp. Webs Tens. Comp. V- C 232 - 6 R- H 258 -183 C - U 325 -469 H - Q 546 -351 U - E 373 -161 Q -1 1409 558 E - S 409 - 558 1-0 373 -161 F - S 546 -351 O - K 326 -469 F- R 257 -182 K- N 232 - 8 G-R 190 -217 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9uire extreme care in fabricating, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, byV TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing msialled per BCSI sections B3, B7 or 610, e. Applyp 13tes to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. 12efer to 60A-Z for standard plate positions. of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nce with ANSI! fPI 1, or for handling shipping, installation and bracing of trusseS.A seal on this drawing or cover page _ . ing indicates acceptance of prolesstonal engineering responsibility solely for the design shown. The suitbility thawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. 0 Job Numh1'er: 36CS00050 Ply: 1 SEQN: 668262 / T25 / COMN 4EBB 18 -Cali "C"/DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: B3 Wgt 218.4 Ibs / ... 05/25/2018 6'47 7'10"9 14'0"1 19'10" 25'7"15 3197 i 33'3',9 39'8" i r 6'47 +1'6" 6'1"8 5'9°15 T 5'9"15 . 6'1"8 1'6"'( 6'4"7 12 6 _-5X8 E 1112X4 F _5X8 G t�i3X6 X6 D H 3X4C ! 33X4 � n 4X6(A2) B J=4K6(A2) A R Q P O N M L 112X4 m3X6 =3X4 =3X8 m3X4 =3X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" J 6'2"11 5'9"5 2'0"1 5'9"15 99"15 2'0"1 5'9"5 6'2"11 1� 6'2"11 12' 14'0" 19,10" 25'7"15 278" 33'S"5 398" Loadini 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 Udefi 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 / 715 / 958 / - 1326 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.451 F 999 180 J 1561 / 715 1958 / - /- 18.0 BCDL: !I 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS Des Ld:'I 37.00 EXP: C HORZ L 0.130 L - - (T )� B Min Br Width Re 1.8 9 q NCBCL : 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 P J Min Brg Width Req = 1.8 Soffit: I 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.592 Bearings B & J are a rigid surface. Load Duration: I 1.25 BCDL: 5.0 psf TPI Sid: 2014 Max BC CSI: 0.603 Bearings B & J require a seat plate. Spacin 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.354 Loc. from endwall: not in 4.50 itFT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Chords Tens.Comp. Chords Ply (Ibs) Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G B - C 1617 -2856 G - H 1404 -200 1376 -2223 Lumbe i D H Top chord 2x4 SP #1 D _ JI 1376 _ � 16616 _2� Bot chord Websx4 2x4 SP #1 SP #3 E- F 1404 -2093 J- K 27 0 Bracin I Maximum Bot Chord Forces Per Ply (Ibs) (a) Co tinuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. memb Or ix4 7" reinforcement. 80% length of tuber_ Same & SRB or better, B - R 2494 -1317 O - N 1937 -952 web m attach species grade tl with Bd Box or Gun (0.113"x2.5",min.)nails �1) - R - Q 2491 -1317 N - M Q _ P 2491 -1317 M - L 2491 -1346 2491 -1346 6" o .� w P - O 1937 - 922 L - J 2494 -1346 Wind design based on both MWFRS and C&C. �' Maximum Web Forces Per Ply (Ibs) sWebs Tens.Comp. Webs Tens. Comp. R- C 273 - 5 O- G 286 -177 Mat + C - P 427 - 600 G - N 464 -172 s STATE 0 F n. 00 E - P E-O 464 -172 286 -177 N - I 427 -6W I-L 273 -4 4 +, t "r F - O 221 -283 m." W. OTT 40 01 5A 38 FF 58 81 BO 813 7F 48 00 99 2E 85 FB ThUltem'has biz ittdr %ca'dys.4 med as�A=atad 8y mamatl tAarkk-em 'FE (n.. Lk. 94FIB2f inn Mt date stme"i abava tm:"img a 533tw8 a��endca�sr+ca9a. WAlmd cspbnalttds dWXr_WA=4 notcmraddermd zqn -d zsmlad aid t1w mwz mtditcntxa9imo2de nut as varihad rsc unr d"kwlz dims.. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI anc7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections 63, B7 or t e. Aooty olates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to a division of any lis drawing,any failure to build the on this drawing or cover page to design shown. The suitability rPI 1 Sec.2. dtreY o,7rj�tterit�ur M Job Number: 36CS00050 Ply: 1 SEQN: 668264 / T23 / COMN 4EBB 1828-Cali "C" /DR Horton AEBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: B4 WgI 207.2 Ibs .. / ... 05/25/2018 6'4"9 + 12'0"1 + 19'10" + 277"15 33'37 + 39'8" 6'4"9 5'7"8 7'9"15 7'9"15 5'7"8 649 -_5X8 1112X4 ---5X8 D E F 1112X4 =3X4 =3X6 =3X8 =3X6 =3X4 1112X4 SEAT PLATE REQ. 39'8" SEAT PLATE REQ. —�I 1' 6'2"13 5'9"4 1'11"1 5'10" 61 'r "1r56'2"13 12'0"1 + 14' 19'1D" + 25'8" r27'7"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) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL Pf. NA Ce: NA VERT(LL): 0.183 E 999 240 B 1561 / 717 / 947 / - / 285 18 Lu: NA Cs: NA VERT(TL): 0.502 E 999 180 H 1561 / 717 / 947 / - /- ! E Snow Duration: NA HORZ(LL): 0.068 J - - Wind reactions based on MWFRS I HORZ(TL): 0.128 J - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.618 Bearings B & H are a rigid surface_ TPI Sid: 2014 Max BC CSI: 0.624 Bearings B & H require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.580 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F 1d16 -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 40 01 5A 38 FF 5B 81 BO88 7F48-00 99 2E 85 FB Thu Item Bt=t m gteamnkay &kuddZA=AkdbyM;me4tatartinai, i{r .lie.54rSR2( thedat£ehMmalmaviibgaSWAB 4,ent�a,".eaa ✓xJn.. t•'raatcdsopi"aft kzroay..ardaee=tc='4&2a&dsi'gped md=led axe! tl�.�. T T za.9haneuasicrosc�e nit 9� m�cditvl�tasyrdsum� rariat.. Maximum Bot Chord Forces Per Ply {Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 2454 -1322 M - L 2080 -1066 P - O 2462 -1323 L - K 2080 -1066 O - N 2080 -1036 K - J 2452 -1352 N - M 2080 -1036 J - H 2454 -1352 . I Maximum Web Forces Per Ply Webs Tens.Comp. Webs P-C 210 -6 M-F C-O 328 -425 F-K D-O 433 -168 K-G D-M 508 -321 G-J E - M 364 - 462 `"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ]uire extreme care in fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a proppefly aid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, le. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of t usses.A seal on this tlrawing or cover page _ _ this drawing indicates acceptance of professional) engineering responsibility solely for the design shown. The suitability ie of this drawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2. -321 -168 -425 _8 tic Job Numher: 36CS00050 Ply: 1 SEQN: 668296 / T24 / HIPS 4EBB 1828-Cali "C" /DR Horton MEBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Lab ,I: B5 Wgt: 203.0 Ibs / ... 05/25/2018 5'3"4 10'0"1 16'9" 23'0"12 _ _ 29'7"15 34'4"12 39'8" i Lr + 5'3"4 4 6'8"15 6'3"11 6'7"3 4'8"12 5'3"4 5X8 =3X4 =5X6 !�Z5X8 D E F G 12 T 6 T c� `v "ZIC H 02X4 l� -4X6(A2) B �4 J6(A2) 1 'A P O N M L K =3X4 =3X6 =3X4 =3X8 =3X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' 10'0"1 1'11"1i5 4'5"B 6'7"3 4'7"4 1 1'11"1i5 10,011 J 1' 10'0"1 + 12' 16'5"8 + 23'0"12 r 27'8" T 297"1 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.211 F 999 240 B 1561 / 719 / 931 / - / 244 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.579 F 999 180 1 1561 / 719 1931 / - / - 18.0 , BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.072 K - - Wind reactions based on MWFRS Des Ld: EXP: C HORZ L 0.135 K B Min Br Width Re 1.8 (T) g q = NCBCLL I37.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 1 Min Brg Width Req = 1.B 10.00 P Soffit: TCDL: 4.2 psf Bearings B & I are a rigid surface. BCDL: 5.0 sf Bldg Cade: FBC 2017 RES Max TC CSI: 0.460 P Bearings B & I Load Du 12.00 require a seat plate. lion. 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.736 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.626 I Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1821 -2860 B - C 1692 -2808 G - H 1555 -2540 Lumber I C - D 1556 - 2540 H - 1 1692 - 2809 Top cho Bot chor 2x4 SP 91 D - E 1812 -2845 I - J 27 0 ! 2x4 SP #1 Webs 2x' SP 93 E - F 1820 -2860 Wind Maximum Bot Chord Forces Per Ply (Ibs) Member esign based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. B - P 2456 -13W M - L 2223 -1174 P - O 2224 -1145 L - K 2223 -1174 O-N 2224 -1145 K-1 2457 -1416 -�.. N - M 2866 -1530 n Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. W. ow a C- P 276 -266 M- G 801 -498 .. D - P 399 -129 F - M 293 -358 D - N 789 -490 G - K 402 -129 STARE 01 N E 300 K H 276 - -365 - -266 E - M 100 - 96 -. '.. ' 'OW SERIAL $k 40 015A 38 FF 58 81.80 68 7F48 00 99 2E 85 FB Th-H hemhm bu eleaca ad md% aide by mamus7 Martvmr' ?£ yrl, tkc.GS1S921 a M9 dala, Aawm abc using a SNA�l aasthentkaaacrode. . .I 7.12md cqptnafthkda�At mat c—didmedsigmaaiwA l d are the Si-:A+Z aahhentsa4istt m4e rnwi ba*rAfkd marr{dectrank c*m. *`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses eqquire extreme care in fabricatingg handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t these functions. Installers Compon of Safety Information, byy TPI anr7 SBCA) safety practices prior to performing shall provide temporary �ra� bracing er BCSI. Unless noted dlherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache pid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, crnr rtrtJdntS ur as appliqq��a6 Apply plates to each face of truss and position as shown above and on the Join Details, nless noted otherwise. t fer to i drawinpg' 160A-Z for standard plate positions. Alpine, a'division of ITW Building Components Group inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in ANSI/TPI 1, for handling installation bracing trusses.A this drawing gonformance with or shipping, and of seal on or cover page_ , listing this drawingg indicates acceptance of engineering responsibility solely for the design shown. The suitability professional and usil of this drawing for any structure is the responsibility of the Building Designer ANSIlTP11 Sec.2. per Far more information see this job's general notes page and these web sites: ALPINE: www.al ineltw.com; TPI: www. inst.o • SSCA: www.sbdndu .com; IM www.iccsafe.orq Job Number: 36CS00050 Ply: 1 SEQN: 6683011 T14 / SPEC 4EBB 1828-Cali "C" /DR Horton /4EBB 1628-Cali "C" Qty: 1 FROM: IRS DRW: Truss Label: B6 Wgt:-212.8 Ibs / ... 05/25/2018 8'0"1 13'5"12 + 19' } 26'4"1 ' 1 29' 33'3"8 + 39'8" 8'D"1 5'5"11 5'8"4 7'4"1 2'7"15 4'3"8 6'4"8 TVT o5X8 =3X4 12 C D E 5 F 6 >��, 3X4 rn --C9T (a) =3X6(A1)B 3X6(A1 � A J P O N M L K 102X4 3X6 =3X8 I112X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 13'4" 68" 20'8" �1' i• 81"13 1 5'0"7 5'9"12 h 72"5 2'9"11_ 4'5"4 8'2"12 r1 8'1"13 13'2"4 19' 282"5 29' 33'S"4 39'8' Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration:1.26 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Webs 2x4 SP #3 Bracing Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: If 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 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Plating Notes 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: NA 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 Defl/CSI Criteria PP Deflection in too Udefl 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: VIEW Ver: 17.02.02.1208.15 ♦ Maximum Reactions (Ibs), or*: Loc R / U / Rw / Rh / RL B 559 / 260 / 385 / - / 257 P8.0 O` 325 /147 /161 /0 !- -/68.0 1 752 / 342 1531 / - / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 O Min Big Width Req = - I Min Big Width Req = 1.5 Bearings B, O, & I are a rigid surface.' Bearings B, O, & I require a seat plate'. T I&D Maximum Top Chord Forces Per Ply (Ibs) 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. Chords Tens. Comp. B - P 449 - 232 M - L 631 - 280 P - O 456 -232 L - K 916 -485 O - N 298 - 359 K - 1 919 -485 N - M 635 - 280 Maximum Web Forces Per Ply (Ibs); Webs Tens.Comp. Webs Tens. Camp. 225 C-P C - O 312 -44 418 - 646 M-F F - L i191 -2 141 v O - D D - N 178 - 97 319 -410 G - L L - H 432 .336 - 339 -449 E-N 321 -398 H-K 235 -15 m N - F 783 -1202 40 015A38 PF 55 81 BO 8B 7F4800 gS 2E 85 FB rims itarn h� t*m ciersroakatp opad mi scafadby MwA,al Martirtes, K €M. 1ic.047183( at the daLt AMU abWM Wkga 5i4A.l auth0Atkat scad& ?M"d matazw d '%-nadmd sealed a nd&&StrAAzWhmtkali�a 4d r. kU rWL—dmuwdectmpk cct:!ax. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, byy TPI an3 SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly lid ceiling Locafions 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 Join f Details, unless noted otherwise. (2efer to of ITW Buildinp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nce with ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e_ _ ing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability l thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. a Job Num er: 36CS00050 Ply: 1 SEQN: 668303 / T11 / SPEC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" City: 1 FROM: AH DRW: Truss Lab I I: 67 Wgt 208.6 Ibs .. / _.. 05125/2018 T 11"15 13'9"12 17'11"15 16' " 24'4"1 29' 33'3"9 398" T 1" 5 5'9"13 4'2"3 8" 5'81 4'7"15 4'39 6'4"7 I =5X6 +5X10(SRS) 12 C m3X4 =3X6 6� -5X6 D E F G 5X12H JS3X4 mT n M b (a) `Q =3X6(A1)B Km3X6(A1) 33 A _ L 1 U T S R� 3XB m4X104 P O N M =3X4 012X4 =3X4 912X4=3X6 m3X8 fIZX4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 5' 21' F7+ T1"12 5� 2 4 T 5'6"5 1'5"1i1 4'S"5 6'98 1� T1"12 1" 1 1364 Tj 18'8" 24'2"5 25'8� 34 � 33'S"5 39'8" f' 29' Loading - riteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# 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 / 6.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.101 N 999 180 S 687 / 237 / 346 1- / - 18.0 BCDL: �10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.014 M - - Q 1302 / 601 / 633 / - 1- / 8.0 EXP: C HORZ L 0.027 M - - K 770 / 350 / 528 ! - /- / 8.0 Des Ld: 37.00 (T ) Mean Height: 15.00 ft . 2.0 Wind reactions based on MWFRS Code / Misc Criteria Creep NCBCLL � 10.00 TCDL: 4.2 psf P FactorB Min Big Width Req = 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.569 S Min Big Width Req = 1.5 Load Du tion: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.357 Rep Factors Used: Yes Max Web CSI: 0.564 Q Min Big Width Req = 1.5 Spacing: 24.0 " C&C Dist a: 3.97 ft K Min Big 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: 17.02.02.1208.15 Lumber Maximum Top Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp_ Bot chor 12x4 SP #1 A - B 27 0 G - H 584 -525 Webs 2x4 SP #3 B - C 5B8 -579 H -1 934 -734 Bracing C - D 626 -488 1- J 935 -734 (a) Conti uous 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 me 'Iber. Same species & SRB grade or better, F-G 584 -525 attached with 8d Box or Gun (0.113" iQ.5",min.)nails } @ 6" oc.' �m 0�r4, 4 � Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Windy + Member tjesigri based on both MWFRS and C&C. +s B - U 451 - 388 Q - P 657 -571 � � U-T 445 -329 P-O 652 -571 0 T - S 444 - 325 O - N 652 -571 * S - R 340 -262 N - M 947 -886 R - Q 340 - 262 M - K 950 - 887 TAT . , $ Maximum Web Forces Per Ply (Ibs) *m Webs Tens.Comp. Webs Tens. Comp. 1 C-U 216 -128 Q-H 1513 -1385 11 U - D 209 -208 P - H 2D6 -2 ;� D-T 109 -31 H-N 171 -61 D-S 751 -751 N-J 523 -429 EPAIAL S - E 196 -241 I - N 374 - 383 40 015A38 fF 55 SY 60 85 7F 49 00 99 2E 85NFB E - Q 500 - 398 J - M 223 -31 rfitatsd3 fad by Luftcl martL=' G-Q 276 -324 � (i:t.. Lis.CSZ38zf c t>.,et€atesha�vrz a6enm testng a sNd.i stiti�nika al..aa taxis. Filmed cepasofthh dom. a�nataxw&rads afmd suiad sxad tFac SSRF:asrta�entuat�stade raLa[ tm aedtPcim scgclactrank m�las_ •'WARNING*` READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trussen.,i quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building omponl Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide tempurarryV t#ney, )racingr BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propefly attacheiggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or T0, oni %onCttts nr as app!icccaaable. Apply plates to each face of truss and position as shown above and on theJoin Details, unless noted otherwise. �2efer to I irawing 1160A-Z for standard plate positions. %Ipine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the russ in onformance with ANSI PI PI 1, or for handling shippin�l, installation and bracing of trusses.A seal on this drawing or cover page_ )sting t is drawing indicates acceptance of professtona7 engineering responsibility solely for the design shown. The suitability and us I of this drawing for any structure is the responsibility of the Building Designer per ANSIITP11 Sec.2. Job Number: 36CS00050 Ply.' 1 SEQN: 668310 / T20 / SPEC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM. RS DRW: Truss Label: B8 �Wgt:2030lbs / ... 05/25/2018 f T } 9'11"15 i 13'9"12 1 18'8' + 224'1 + 29' + 333"8 + 39'8" ; T 2'11"15 3'9"13 4.10"4 3'8"1 8'T 15 4'3"8 64"8 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 13'8" 5' 21' F1' T1"12 2'11"15 3'4"9 5'1"12 36"5 6'9"11 4'5"4 6'2"12 1� T1"12 10'1"11 13'6"4 18'8" 22'2"5 29' 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: 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 ft 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) DeflICSI Criteria ♦ Maximum Reactions (Ibs) II Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl Ll# Loc R / U / Rw / Rh / RL 1,W Pt NA Ce: NA VERT(LL): -0.037 M 999 240 B 527 / 239 1338 1- 1317 ( 8.0 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 / - / - / 8.0 HORZ(TL): 0.025 L - - J 787 1358 / 529 / - / - / 8.0 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 Rep Factors Used: Yes Max Web CSI: 0.513 O Min Brg Width Req = 1.5 J Min Brg Width Req = 1.5 FT/RT:20(0)/10(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. Camp. A- B 27 0 F- G 725 -746 B - C 644 - 570 G - H 929 - 813 C - D 696 - 515 H - 1 935 -783 D - E 405 - 316 I - J 1i146 -1160 E- F 724 - 746 J- K 27 0 0 40 01 SA38 FF 5B SIBO BB 7F48 00 99 2€ 85 F! milt ltnmit�zktrn ek z%nnd arerd sezkd'ry tAar�zi PRarttnca PE (EL, ttc.047,2931 *A k e&W'AWjft abaft sing a SH.L"1 AUth ntisa*M0-l& ,F3bltdctptxdtfl%dat -2mtn6tcwaA&mdsfgnad-end mied atad thus- -z aaIhmtkS "40 M-t?wroaffid.Mwfdt tmrk croslns.. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 442 - 392 O - N 623 - 570 R - Q 382 - 307 N - M 616 - 571 Q - P 382 -304 M - L 972 -870 P - O 473 - 386 L - J 975 - 871 Maximum Web Forces Per Ply (Ibs)' Webs Tens.Comp. Webs Tens. Comp. C - R 192 - 74 O - G 1701 -1524 R-D 236 -105 N-G 216 -4 D-Q 79 -7 G-M 1�37 -36 D - P 916 - 804 H - M 388 - 321 P - E 170 - 241 M - 1 487 - 394 E - O 480 - 437 I - L ZA - 33 F - O 167 -237 1 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI an7'SBCA) r sal practices pnor to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly iid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, le. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of ITW Buildin�LComponents Group Inc, shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSI PI 1, or for handlini:hipping, installation and bracing of trusses.A seal on this drrawing or cover p%e_ this drawing indicates acceptance of pro ssionik engineering responsibility solely for the design shown. The su" bility ie of this yawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. I I ' Job Numt�er: 36CS00050 Ply: 1 SEQN: 668231 / T2 / GABL 4EBB 18z8-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Lab�l: D1GE Wgt: 134.4 Ibs .. / ... 05/25/2016 �-- 2'8" --+ 1'4" -1 (ryP) Loading I Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37-00 EXP: C ' Mean Height: 15.00 ft NCBCL 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Du tion: 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 Top cho'ii 2x4 SP #1 Bot chor 2x4 SP #1 Webs 2 SP #3 Plating otes All plate are 2X4 except as noted. Wind Membe design based on both MWFRS and C&C. Additio at Notes See D GS A16015ENC101014 & GBLLETIN1014 for gable ,�nd bracing and other requirements. 1018" + 2114' 1018" 10'8" 1 1 21'4" 21'4" Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.001 H 999 240 p* 81 137 139 /- / 11 / 255 Lu: NA Cs: NA VERT(TL): 0.002 AE 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): 0.002 J - - P Min Brg Width Req = - HORZ(TL): 0.003 J - - Bearing B is a rigid surface. Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0-108 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2014 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. Rep Factors Used: Yes Max Web CSI: 0.088 A - B 27 0 1-1 304 -24 FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 87 -120 J - K 253 -21 Plate Type(s): C - D 80 -90 K - L 202 -23 WAVE VIEW Ver: 17.02.02.1208.15 D - E 105 -71 L - M 154 -43 E-F 153 -50 M-N 105 -64 F - G 202 - 29 N - O 74 - 84 G-H 253 -21 O-P 81 -113 H- 1 303 -24 P- Q 27 0 FNo 047182 s Is ST y. 4001SA38FF5B8180BB7F4800992E85FS V,Ultemius krza»eiacta z3caa"ys ned wdx Ind by M2Ar tMartinez, PE(rL, t&.q st8,`trset tha a!esiwwrs a6¢ vrwaga Sti .fl enticaEt,mwdn_ n3ntad c=tas:&rttdsdnc=anat not mwlt€sed ad tf:naiad and tiut,T,"r'.A is �antxa8�ss;acrdC tn�t�avrrtfi^d anagyartttrar� 'VIM Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AE 175 -108 X - W 192 -107 AE-AD 183 -110 W - V 191 -107 AD -AC 185 -110 V - U 189 -106 AC -AB 188 -111 U - T 187 -106 AB -AA 190 -112 T - S 185 -105 AA-Z 191 -112 S-R 183 -104 Z-Y 192 -113 R-P 175 -103 Y-X 192 -107 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C -AE 174 -103 W - J 187 -83 D-AD 88 -65 V-K 153 -73 E -AC 101 -74 U - L 100 -73 F-AB 100 -73 T-M 101 -74 G -AA 153 -73 S - N 88 - 65 H - Z 187 - 83 R - O 174 -103 X-1 0 -162 —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compo en Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rrney bracing er BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attach Irigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, rtrnznts ur as appli ble. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. f2efer to t drawing 160A-Z for standard plate positions. Alpine, division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss Pan with ANSI PI 1, or for handling shipping, installation and bracing of trusses_A seal on this drawing or cover page- , listing is drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this 9�awing for any structure is the responsibility of the 9uilding Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00050 Ply: 1 SEQN: 668232 / T3 I GABL 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: C1GE Wgt 78.4 lbs .. / ... 05/25/2018 7' 14' 7' T - 18"+TYP1 G=4X4 14' �1 14' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (lbs), or `=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# LOG R / U / Rw / Rh / RL/jW TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): -0.001 F 999 240 L• 84 139 / 40 /- 112 11168 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS I BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.002 E - - L Min Brg Width Req = - Des Ld: 37.00 ea C MHORZ(TL): 0.002 E Mean Height: 15.00 ft Bearing B is a rigid surface. NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.118 Maximum Top Chord Forces Per PiyI', (lbs) BCDL: 5.0 psf 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 ft Rep Factors Used: Yes Max Web CSI: 0.061 A - B 27 0 G - H 213 -26 Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: B - C 14 -66 H -1 157 -48 GCpi: 0.18 Plate Type(s): C - D 61 -28 I - 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 1-4R - Q 1164 - All plates are 2X4 except as noted. V-U 153 -47 Q-P 5 159 -0 Wind A1� U-T 158 -48 P-O 155 -51 jt Member design based both MWFRS C&C. +PZ� T - S 161 -49 O - N 150 -53 on and S - R 164 -49 N - L 144 -55 Additional Notes s Maximum Gable Forces Per Ply (Ibs) See DWGS A16015ENC101014 & GBLLETIN41014 for wind bracing and other requirements. Gables Tens.Comp. Gables Tens. Comp. gable ' 6 C - V 122 - 56 Q - H 205 - 83 ' D - U 115 - 75 P -1 159 - 72 E-T 159 -72 O-J 115 -75 122 e ' STATE F - S 205 - 83 N - K G R 13 - 89 - 56 - �o I 40 01 5A 38 FF 53 8180 813 7F48 00 99 2E 85'F1B ' ThU ItOMIM btM tledxanimgO sipddZed =0ed bP Fi€aaAMOM" n(fL. Ue. rA7,1221 an Otdaffi stwwa abeam Was astfal I =kben6ta ictswd I st%atcdcapkial"dw' we mmtcxadamad 4aMd=d tmalad ar�dlise..-laenY�at�xecade ins ,t�t»�eNcd �a ae9eclectrorC I dies. 1� "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re wire extreme care in fabricating handlin shippping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Componengt Safety Information, byy TPI ancJ'SBCA) for safety practices prior to performing these functions. installers shall provide temposrr�vr rro� bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structure) sheathing and bottom chord shall have bracin installed BCSI have a propperly 63, B7 610, attached rigid ceiling Locations shown for permanent lateral restraint of webs shall per sections or om as applicable. Apply plates to each face. of truss and position as shown above and on the JoinDetails, unless noted otherwise. (2efer to 1, prrtssaz drawings 160A-Z for standard plate positrons. Alppine, a division of ITW Buildingq Components Group Inc. shall not be responsible for, any deviation from this drawing,any failure to build the IrUss in conformance with ANSI�f PI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drawing or cover page, , for the design The billty listing this drawing indicates acceptance of pro essiona77 engineeringg responsibility solely shown. and use of this d awing for any structure is the responsibility of the Bufiding Designer per ANSI/TP11 Sec.2. sui Job Number: 36CS00050 Ply: 1 SEQN: 668233 / T19 / EJAC 4EBB 18 6-Cali "C" /DR Horton AEBB 1828-Cali "C" Qty: 14 FROM: AH DRW: Truss La el: EJ7 Wgt: 23.8 Ibs / ... 05/2512018 C 7 7- 12 6 � I o to iq 'v 2X4(A1) B I A D SEAT PLATE REQ. 1• _ 7' 7 Loadi g Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CS1 Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-1D Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W B 336 1117 / 259 / - / 173 / 8.0 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 127 / 20 / 101 / - / - / 1.5 BCDL,10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.014 D - - C 171 / 133 / 91 / - / - / 1.5 Des L 37.00 EXP: C HORZ TL 0.025 D - - ( ) Wind reactions based on MWFRS Code / Misc Criteria NCB CI L: 10.00 Mean Height: 15.00 fl Creep Factor. 2.0 P B Min Brg Width Req = 1.5 Sofft: 2.00 TCDL: 4.0 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.496 D Min Brg Width Req = C Min Brg Width Req = - Load uration: 1.25 24.0 " MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Rep Factors Used: Yes Max BC CSI: 0.368 Max Web CSI: 0.000 Bearing B is a rigid surface. Spaci g. C&C Dist a: 3.O0 tt gearing 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: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp_ Lum er A-B 27 0 B-C 77 -151 Top hord 2.4 SP #1 Bot c 2x4 SP 91 Maximum Bot Chord Forces Per Ply (Ibs) fiord Win Chords Tens.Comp. Mein er design based on both MWFRS and C&C. B - D 0 0 I 02 00, x.' SERAL 40015A38fF5B81BOB57f4800992E85 M Mu item Raobeen a»5x Iadbymw,�edtAart . I(1L, tic. 947122f an the dalvihown abar v-tng a 5RA.;. W-AhfntkQSMSrad& ftud cc�iazafititis dm�:r^�^ �c arat czsm7rroil a7a9 ssalnd aza6ti &—A-Ba.rfihentkat:esassz a mustUmfkdMaayelc:trark ra�lns- "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! — IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS T sses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Co ponenf Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary ctrrey brdcing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly 'chetl Locations for lateral have bracing installed BCSI sections B3, B7 610, att riggid ceiling shown permanent restraint of webs shall per or ono ronzrrts,xar asI2Pplicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to t dr swings 160A-Z for standard plate positions. Aline, 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 ANSI�PI 1, for handling installation bracing trusses.A this drawing with or shipping, and of seal on or cover page it Ing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability a d use of this drawing for any structure is the responsibility of the Building Designer per ANS11TP1 1 Sec.2. Fo Amore information see this job's general notes page and these web sites: ALPINE: www.ai ineitw.com; TPI: www. inst.o • SBCA: www.sbeindu .com; ICC: wwmicesafe.orcl 1 1 A Job Number: 36CS00050 Ply: 1 SEQN: 6682341 T16 / JACK 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 4 FROM: AH DRW. Truss Label: BJ5 Wgt: 16.8 Ibs .. / ... 05/25/2018 T SEAT PLATE REQ. C 1 o 1.0 CV 1 1 5' III 5' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W B 263 / 96 1208 / - / 129 / 81_C 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 90 (13 /701�5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 D - - C 119 193, 162 Des Ld: 37.00 EXP: C HORZ(iL): 0.008 D - - Wind reactions based on MWFRS I Code / M!sc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft CreepFactor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Cade: FBC 2017 RES Max TIC CSI: 0.309 D Min Brg Width Req = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.182 C. Min Brg Width Req = - Bearing B a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ih Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.16 Chords Tens.Comp. Chords Tens Lumber A-B 27 0 B-C 53 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 0 40 015A38 FF 58 81 BO BB 7f 48 00 98 2E 85 FB ltnmr+s.krrmsckcsanasca yzl nad ar.9s aiad67i Vaxttml Akarta=, £ €A.. l%.CirS921 cn-thin daft shown abom W%A a SPA-1 Maximum Sot Chord Forces Per Ply Chords Tens.Comp. B-D 0 0 -120 ar�riandcal�as�cda_ FFeatnd crq *idi%dcx st.FaV tcxrn ed ifga&WA salad 26 8e5f%tio-B �u38+eniuiAsccrda ea�it�amzrN%�I�arsydactra' cxr�les. �I ' `"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI and'SBCA) safety practices prior to performing these functions. Installers shall provide temporary) �r/rey bracing per BCSI.. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, clm fonent hr as applicable. Apply plates to each face of truss and position as shown above and on the Join[ Details, unless noted otherwise. (2efer to f drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pr ) ssionat engineeringg responsibility solely for the design shown. The suitability and use of this thawing for any structure is the responsibility of the Suiiding Designer per ANSVTPI 1 Sec.2. Job Num ;-Cafi r: 36CS00050 4EBB 18 "C"/DR Horton /4EBB 1828-Cali "C" Truss Labl: BJ3 T SEAT PLATE REQ. Ply: 1 SEQN: 668235 / T17 / JACK Oty: 4 FROM: AH DRW: Wgt 12.6 Ibs / ... T LO C+M CV 05/25/2018 31 3' Load!n (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 B 193 / 76 / 162 / - / 86 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(fL): NA D 51 / 6 / 41 / - ! - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - C 64 151 130 1- ! - / 1.5 Des Ld: 37.00 EXP: C HORZ L 0.003 D - - ) Wind reactions based on MWFRS Code / Misc Criteria NCBCL : 10.00 Mean Height: 15.00 ft g Creep Factor. 2.0 P B Min Brg Width Req = 1.5 Sotfit 2.00 TCDL: 4.2 psf BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.174 D Min Brg Width Req = - Load Duration: 1.25 P MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.072 C Min Brg Width Req = Bearing B is a rigid surface. Spacin " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. 124.0 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumbe i A- B 27 0 B- C 29 -105 Top ch rd 2x4 SP #1 Bot chord 2x4 SP #1 Wind design based on both MWFRS and C&C. El 40 01 SA 38 FF 5B 81 BO 85 7F 48 00992E95FB dI&ItemmdwaW by BA" —Martinez Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 n€EL.Ltc.947.r921on titsstage siarwn abs[ w. aga5}i$L =thCAGcattMCCdc. £ tudcr ias�fctaatiae>z ztaam xrrst cauderad ss@wi-md=,ad arx6 thr5'i a3 asrt5emtkaiicn aeelem+a 4amexilbd maz 0edmIlL- rs�ins.. **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss s require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Comp Yient Safety Information, by TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary �irrr7t bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y attach d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, am xi�nzrlts;ar as ap livable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. f2efer to 1 drawi gs 160A-Z for standard plate positions. Alpine j a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss ! conformance with ANSI PI 1, or for handlia shipping, installation and bracing of trusses.A seal on this drawing or cover page. listin 'this drawing indicates acceptance of pro essional engineering responsibility solely for the design shown. The suitability and se of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. A Job Number: 36CS00060 Ply: 1 SEQN: 668236 / T18 / JACK I 4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" City: 4 FROM: AH DRW: I Truss Label: BJ1 Wgt 11.21bs .. / ... 05125/2018 12 6 � C 2X4(A1) B c o LO r T M A D SEAT PLATE REQ. 1� M 1' 1t 1I, Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# LOG R / U / Rw / Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pfi NA Ce: NA VERT(LL): NA B 150 / 77 / 145 / - 142 16.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 / 10 / 18 / - / - 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.000 D - - C -14 / 28 / 25 / - / - / 1.5 Des Ld: 37-00 EXP: C HORZ TL 0.000 D - - ( ) Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep. Factor2.0 B Min Brg 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 nr g q = - D MiBWidth Re Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.015 C Min Brg Width Req = Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 gearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply!( b Wind Duration: 1.60 WAVE VIEW Ver: 17-02.02.1208.15 Chords Tens.Comp. Chords Tens. Lumber A - B 27 0 B - C 28 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ib: Wind Chords Tens.Comp. Member design based on both MWFRS and CSC. B - D 0 0 No 04V02: e > j STATE OF 40 015A38 tf 5B 81:80 BB'T%48 00 0 2E 95 FB **ltanlr" bCAN18Ib na z.9^ C"aO by Waal Wrther, n(R. ue-a4IMI an ri adVL1IfWwR a baM w"AS a 5HA enekati= =d*. �fiatrzd css:#aha�s d.rm erotccraied ff�mazYand salad smd Rhc S'AAaA asc�ants3�ays�femu.t�avrx§S�drzt aLr��ectre'r3:.. caz.Cl'ai. I -19 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqc1uire extreme care in fabricating handlingshipping, installing and bracing... Refer to and follow the latest edition of BCSI (Building yy ComponenF Safety Information, by TPI an7'SBCA) t safety practices prior to performing these functions. Installers shall provide temporary arrey bracing per BCSI. Unless noted o1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown far permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, lrts „t as applicable. Apply plates to each face -of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to I 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 pa e_ listing this drawingg indicates acceptance of rofessiona7 engineering responsibility solely for the design shown. The suttability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. --- - --__—: --_- -. .......... .w..... w. ......' ew .. ,....... Tni- ,.,.:,,., �_f .....• care- h'q.,mm. _- irr- — iM f. nm I l Job Numb r: 36CS00050 Ply: 1 SEQN: 668237 / T21 / HIP_ 4EBB 182�-Cali "C" /DR Horton I4EBB 1828-Cali "C" Qty: 2 FROM: AH DRW: Truss Lab I: CJ7 Wgt: 42.0 lbs / ... 05/25/2018 6'3" 9110"1 I I^ 63" 37" D 12 4.24 p :3X4 C a oa ti fn � 'v 2X4(A1) B i A =5X6 F E 111&4 SEAT PLATE REQ. 6'1"4 T 37 16"Y 6'1"4 9'3"4 9'101 Loadin 'Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria (Ibs) ♦ Maximum Reactions Ibs TCLL. Z0.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL / W B 330 / 208 ! - / - . ! - / 10.6 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.015 G 999 240 BCLL_ 0:00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.041 G 999 180 E 385 / 175 / - / 0 / 0 / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 / - 1- / - / 1.5 Des Ld.II 37.00 EXP: C HORZ TL : 0.008 F - ( ) Wind reactions based on MWFRS Code / Misc Criteria NCBCL : 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 B Min B Width Re 1.5 r9 q = Soffit: I 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.241 E Min Brg Width Req = - D Min Brg Width Req = Load D ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.326 Bearing B is a rigid at S acin 24.0 " P C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.256 plate. a seat p Bearing B requires a se Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0. IS 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. Camp. Lumb 'r I -� C - D 55 72 B C _ Top ch rd 2x4 SP #1 3130 Bot ch rd 2x4 SP #1 Webs z4 SP #3 I Maximum Bot Chord Forces Per Ply (Ibs) i Speci I Loads Chords Tens.Comp. Chords Tens. Comp. --(L mber Dur.Fac.=1.25 / Plate Dur.Fac. 1.25) B - G 604 -290 F - E 0 0 TC: rom 0 plf at 1.41 to 55 plf at 0.00 TC: rom 2 0.00 to 2 at 9.84� G - F 591 -288 pif at plf BC: rom 0 plf at 1.41 to 4 plf at 0.00 BC: rom 2 plf at 0.00 to 2 ptf at 9.84 Maximum Web Forces Per Ply (Ibs) TC: 1-7 lb Conc. Load at 1.41 add. Webs Tens.Comp. Webs Tens. Comp_ TC: 128 lb Conc. Load at 4.24 TC: 238 lb Conc. Load at 7.07 s G - C 286 -47 C - F 345 -709 Aw BC: 1 23 lb Conc. Load at 1.41 ' BC. h03 lb Conc. Load at 4.24 % BC: lb Conc. Load at 7.07° I179 Wind ' Wind oads and reactions based on MWFRS. STARE �a SERIAL* 4001SA3.8 FF558160BB7F4800992E95 FB 7}:i9 Item hmboomW"lad by man al martinag, ?£(FL. uc.0473H2.1 antba daft shawft alxi- Wks a SHA-3 aasthearcascrda. Fr'mted Capin l di%donaxaat arm not CWW&aad do-i anti -lad Z kM S?4.2+3 -Ahmtk2tama=de in.t 19 Wetd&J an al dcc1ranA-- rc�ias; "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trus es require extreme care in fabricating, handling shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building these functions. Installers temporary Com orient Safety Information, bV TPI anc7'SBCA) for safety practices prior to performing shall provide rtneti bract g per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attac , . riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 610, odr rzrnrnis. ar (tefer f as a plicable. Apply places to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. to , draw 160A-Z for rigs standard plate positions. Alpin, a division of ITW Building�Components Group Inc., shall not be responsible for. any deviation from this drawing,any failure to build the truss ANSIII PI 1, for handling installation bracing trusses.A this drawing or cover in conformance with or shlppinn, and of seal on page, _ listing this drawing indicates acceptance of professionaq engineering responsibility solely for the design shown. The suitability and use of this Q�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Form ie infonnafion see this jobs general notes page and these web sttes: ALPINE: www.al ineitw.com TPI: www.tpinst.org; SBCA: www.sbcindu .com: ICC: www.iccsafe.org Gable Stud Reinforcement Detail ASCE 7-101 160 Mph- Wind Speed.,__L5' Mean-- Height,-Enc-lased;- Exposur-e-G;==Kzt== 00- - Orr 140 Mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 Mph Wind Speed,-45' Mean Height, Enclosed, Exposure D, Kzt = 1,00 — tan ,. " tn.4 z... A 1R1 Mena Flelnh+. Pnrtinn,, FnrinaoA. Fwnnsure D. K7t = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grnde No Braces <I) lx4 'L' Brace IN (1) 2x4 'L' Brace M (2) 2x4 'L' Brace cow (1) 2x6 'L' Brace w (2) 2x6 'L' Brace a Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' t' 91 3' 9' 7' 12' 2' 12' S. 14' 0' 14' 0' � U S P F #3 3' 8' 5' 9' 6' 2' 7' e' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Q P Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' Il' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 1 9' 8' 12' 4' 1 12' 9' 14' 0' 14' 0' —� S P #2 3' 10' 6' 7' 6' 10' 7' 9' 1 8' 1' 9' 31 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' I1' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' CV ( D f L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' S' 9' 2' 9' 7' 10' 11' LI' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8. 4' 8' 11' 9' 8' 10' 4' 13, 1' 14' 0' U #1 / #2 4. 5' 76' 7' 9' e' to, 9' 3' 10, 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' 4-> i U U S P F uF #3 4. 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10, 10• 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' L' 10' 5' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' I I Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10, 10, 12, 8' 13' 7' 1 14' 0' 14' 0' # 1 4' 7' 7' 7' 7' Ill 9' 0' 9' 4' 10, 8' I1' i' 14' 0 • 14' 0' 14' 0' 14' 0' S P #2 4' 5' 1 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' ill 0' 13' 11' 14' o' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' U' QJ D F L Stud 4' 4' 6' S' 6' 10' 8' 6' 9' 1' !0' 6' 10' It, 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' to, 10, li' 10, 12' 7' 14' 0' 14' 0' .Q #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12, 11 14' 0' 14' 0' 14' 0' 14' V d S P F #3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0• 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' U u Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, o' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' 0 �l F Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' il' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X #1. 5' 1' B' 5' 8' B' 9' 11' 10' 3' II' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' S P 4' 10' B' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' V 14' 0• 14' 0' 14' 0' 14' 0' d 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' 1� DFL g#2 4' 9' 7' 4' 7' to- 9' 8' 10' 1' 11' 7' 12, 0'14' 0' 14' 0' 14' 0' 14' 0' 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6'I le, 0' able Truss ' Diagonal brace option - T vertical length may be doubled when diagonal 1L 3E brace Is used. Connect I diagonal brace for 600# of each end, Max web Brace total length Is 14'. 3PE31E I 2x6 DF-L #2 or better diagonal T t Vertical length shown bracer single 8' In table above. or double cut 45• (as shown) at 1 upper end. Connect diagonal at <" • • tint••., -."/I/f , mid olnt of vertical web. Refer to chart above for laid 6 4l rIg —VARNII(Ghw REM AND FDLLDW ALL BITES ON THIS DRAVINfd ^c ' w■Dw�DRTANiww FIAdJISH t1Ds mnvwG TO riot farlTRACTaRs DJtl.UDD(G TIC naTALLERS ` Q' \GENS' Trusses require extreme core In fabricating, handling, shipping, InstaUalg and bracing. Refe to and �'� �. folio+ the latest etlithn of BCSI (guiding Component Safety Information. by 7PI and $BG) for- safety practices prior to performing these functions. Installers shall provide temporary bracing per PCSL y' , Unless noted otherwise, top chord shalt have property attached structural sheathing ard bottom chord ,! shall have a property attached Hold eelUng. Locations shown for permanent lateral restraint of webs , $hail have bracing LmUUed per SCSI sections 43, 117 or Ble, as applicable. Apply plates to each face �r F truss and =t1m as shown above and on the Joint Details, unless noted otherwise. � 4i Refer to draw ri qs 16DA-Z for standard plate positions // P- Alpine, division of ITV Bu0.dmM ing Conpes Group Inc, shalt not be responswne for any devlatim fr W NY 41� Yti,. ^+�. AN (I COMPAtHs drawing, any fagure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, sC 1-1:41lation 6 bracing of trusses, tr \ A seal an this drawing ar co,w page IIst6,g tNs drawing, bxOcetes acceptance of Professional ngk 13389 LakMrenl Drive reFor nor$kkyylnfoplrnatbn sseedVdesign b'BuRdkvraDesgme 0 and themtability and — wwb sites nAy 4F/u%Aane.,,y,.Ernrt�t*tl' `,\ fr en structurethe responsbilty of the B-ild4ng Deslq,er per ANSLIPI 1 SrcE Earth City, hl0 63D45 ALPINE, wwwalo"Itw.con, TPI, www.tpinat.Crgi SSCN wrw.sbcMdustry.orgl ICG—Jccsafe.crg Bracing Group Species and Grades - Group AI S ruce-Pine-Fir Hen -Fir Rl / #2 Standard #2 Sd d #3 Stud #3 Sttuandnr Douglas Flr-Larch Southern Pinewww #3 #3 Stud Stud Stnndard Standard Group Di Hen -Fir #1 & Btr #1 it Do u Ins Fir -Larch Southern Plnewww #L #1 #2 #2 lx4 Braces shall be SRB (Stress -Rated Baartl>. wwFor lx4 So. Pine use only Industrinl 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these gr des. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 pit over continuous bearing (5 psf TC Dead Load). _Gable 0 end supports load from 4' ' outtookers 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 nails at 2' o.c, In is' end zones and 4' ac. between zones. 3K)Wor (2) 'L' braces- space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Lennth No Splice + Refer to common truss design for peak, splice, and heel pintes, 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' AX, TOT. LD, 60 PSF AX. SPACING 24,0' Gable Stud Reinf orcement Detail ASCE 7-10i 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nr, 1pn anh Wind 4nopd. 3n' Mann Hpinht. Partiauv Enclosed. Exoosure ❑. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species IGrade No Braces (1) lx4 'L' Brace rI (1) 2x4 'L' Brace x (2) 2x4 'L' Brace x (1) 2x6 'L' Brace 11 (2) 2x6 'L' Brace x Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' P F #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' e' 9' L' 11' 3' 11' it. 13' 7' 14' 0' US Stud 3' 6' 5' 4' 5' 8- 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' 11' 13' 7' 14, 0' 0 H P I 1 Standard 3' 6' 4' 7' 4' 1t' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' V 14' 0' QJ 41 3' 10, 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12' 2' 13' 11' 14' 0' #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' It' 7' 12' 0' 13, 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' I1' e' 9' 9' 1' 10, 1' 10' 10' 13' 8' 14' 0' (U D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' e' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' .� - S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' U L� Stud 4' 0' 6' 7` 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' O I� Standard 4' 0' S' 8` 6' 0' T 6' 8' 0' 9' lt' 10' 4' 11' 10' 12' B' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' 8' Ill 10' 2' 10' 7' 13, 5' 13' 11' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5' e' 9' 10, 1' 10' 6' 13, 3' 13' 9' 14' 0' #3 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' QJ D F L Stud 5' 11' 6' 4' 7' 11' 8' S. 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 1l' 0' 11' 9' 14' 0' 14' 0' d S P F #1 / #2 N4'5' 7' II' 8' 2' 9' 4' 9' 8' 10' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 43 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' U Stud 7' 7' B' 1' 9' 2'9' 6' 10' Il' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0'OStandard6' XS#1 F 6' 6' 11' 8' 6' 9` 3' 10, Il' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' 410 8' 0' 8' 3' 9' 5' 9' 9' ti' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' 8' 7' 11- 8' 2' 9' 4' 9' 8' III 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 6' 6` 10' 7' 3' 9' 1' 9' 7' il' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' s-1 D F L Stud 4' 6' 6' 10' 7' 3' 9` 1' 9' 7' 11' 0' ill 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' S' 6' 1' 6' S' 8' 1' 1 8' 7' 10' 11' 1 V 5' 12, e' 13' 7' 14' 0' able Truss Diagonal brace option, vertical length may be doubled when diagonal brace Is used. Connect di diagonal brace for 690# at each end. Max web total length is 14'. f45*(as better diagonal Vertical length shown I brncei single In table above. j or double cut - shown) at upper end. Connect diagonal at aw A6�mNIF -------.-------AN1u189NY a 13389 Lakeironl Drive Earth City. MO 63045 LI�I Ilk -1y" Refer to chart above for,ml 7'"NINFdww BEAD ao FOLLOW ALL NDTES IN THIS DRAWING! nDIPORTANTo FUPN= THIS DRAVFIG TO N.J. CONTRACTORS INMUBING THE INSTALLERS. russes require ewt-ne care In fnbri-tiny, handling, shipping, installing and bracbg. Refer to and `$ ow the latest arBtion of SCSI (Bulang Component Safety Inforrotbn, by TPI and SBCA) for safety � etkes prior to performing these functions. Installers shall provide temporary bradrg per BCSL top have attached structural sheatHng and bottom chord Z Z rss noted othe—l-, chord shall properly Il hove a property ntta h.d ,told -Bing. Locations shown For permanent Iaterat restraint of webs Z H have bracing Instaaed per SCSI sections 83, 87 or B10, as applkable. Apply plates to each face t,-. and position a shown above and an the Joint Detals, unless noted otherwise. Ji er to drawings 16CA-Z for standard plate positions. - Pre, a division of ITV Building Components Group Ina shall Trot be responsible for any deviatlon from ,:Jr any_faliure_to bold the truss In confornance with ANSI/TPI 1, or for handing, shopIng, allot on`G-tirndng�i�truscss seal on this d WQ — cover page listing this--drosing, fniCcates--necepiarica_ o!'=Profeac_'ar al--- —��_ earY� responsbNty solely for the design shorn. The suitabitity and use of this drawing structur Is the respansihAtty of the BrdNng Designer per ANSI/TPI 1 SecB nnh y far more information see this Job's general notes page area these web sites, ALPINE, wwcalolneltwtoni TPL vmtphstorgl SBCAj wwesbcindustryarty ICO wwwlccsaPvare Bracing Group Species and Grades - Group Ai S ruce-Pine-Fir Hen-Flr #1 / #2 Standard 1 #2 1 Stud #3 Stud 1 03 ISt.rdard Dou tas Fir -Larch Southern Pinewsw #3 #3 Stud Stud Standard Standard Group B, Hem -Fir #1 g Btr #1 Dou las Fir -Larch Southern Plnexwx #1 #1 #2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). xxFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades.. Gable 1 russ lletail Notes, Vlnd Load deflection criterion Is L/240. Provide uplift connections for 135 plf over, continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or i2' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nails. X For (1) 'L' bracer space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. iK)Wor (2) 'L' braces, space nails at 3' o.c. In IS' end zones and 6' ac. between zones. 'L' bracing must be a minimum of 80X of web member length. Gable Vertical Plate Sizes Vertical Lennth I No Siotice Less than 4' 0' 1 2X4 Greater than 4' 01, but 4X4 less than 12' 0' * Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer, for conditions not addressed by this detail. REF ASCE7-10-GAB16030 DATE 10/01/14 ''Y�f�///' DRWG A16030ENC101014 �F MAX. TOT. LD. 60 PSF Z MAX, SPACING 24,0' 4 Gable Detail J For Let -In Verticals - __-_Gable:-Truss=Plate sizes ASbomilt } If web has a scab brace, then webs Refer to appropriate Alpine gable detail for over 48' from Joint to Joint need Minimum plate sizes for vertical studs. to be braced with 'L' or 'T' braces, Brace is 90% of member length, (E)Refer to Engineered truss design for peak, splice, web, and heel plates. Gable vertical length ®If gable vertical plates overlap, use a I greater than 48' 'L' single plate that covers the total area of or 'T' brace required the overlapped plates to span the web. I +ExamplesZX4 2X4 2X8 No 'L' or 'T' brace required In lieu of scab brace Gable vertical length greater than 48' 'L' or 'T' brace required IT Relnf of Mesh Go Tr Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nallst 10d Common (0,148x 3: ,min) Nalts at 4' o.c, plus (4) malls In the top and bottom chords. Toenalled Nalls, 10d Common (0148'x3',min) Toenails at 4' o.c. plus (4) toenails In the top and bottom chords. This detall to be used with the appropriate Alpine gable detall for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gabte Detall Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20M5PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A1803GENC101014, A20030ENC101014, A20030END101014, A20030PEDIOID14 See appropriate Alpine gable deta0 for maximum unrelnforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Or - End-nall To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace Example( ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #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 1.30 x 8' 7' = 11' 2' 'T' Relnf. Mbr. Size 'T' Increase 2x4 30 2x6 20 '!. lU�\vII �� ^ 11 AN ITWCOMPANY 133&9LakelmnllNNe Eadh City. MO RM *9DFMTAMM FIFI M TM MAYIRG TO TALI. COUn CIIIIS DMUMM TIE 7NSTNJ.ERS. Trusses requYe es^err core FiatYphQndlMq shipping, installing and Marina. Refer to and folios the latest operf performing g tin Co nt Ste h,fw rov M TPI and SBCN for safe pr. t C% piss^ he wise. top (rose all have 7perly attached acne provme =nary bra�p per scst and bottom chord n1U ess noted ro er ty a top chord scat( have properly shownfo permanent shall have n properly attached rigid cedInp, Locations shorn for pernanaM lateral restraint of orbs later*( is o�llcnble. Apply plates to each face J or Details, Of 't have and of truss and o Ins all shorn above and on the Jdrk MO. s, unless noted ="heat. position ion Installed per above and the Refer to drawings 16DA-Z far standard plate positions. Alpine, a division of Iry Pudding Components fir hn shalt not be responsible for any revwtbn from this drawing, any failure to bull the truss In conformance with ANSI/TPI L or for handl&Q, shipping, Installation L Mating of trusses. A seal an this drawbp or cover Pa Ils" this drawing, Indicates acceptance of professional enpbrertp sdely for^ tiv c. .9 shown The stitobdky and use of ws d-a.Ing for any struebre b respaeubEky of sir DA&V d4slgrr Per AN MW L Ser2 For more Information see this Jobs general rotes page andhese websit ofe.ora ALPIND www.aloIneltwconl TPD wwetoInstorol SBC(a wwwsbchdustry „+muN �ti Aq aPr 4`me�ily'9�:sYp _ ,^ 4 4Y T Na sTiez '^ Arai t M.pa aliktir 9f r" � ti �y*4 IONALfly*°®;` ......... «:.. -•..._.e °'°••-"--'•°'� n MAX. TOT. LD. b0 PSF REF LET -IN VERT DATE 10/Ol/14 DRWG GBLLETIN1014 DUR. FAC. ANY MAX. SPACING 24,0' 2; 'R' X -Hip Frame Details x Hip Frame, 'R' Hip frame stops at plumb cut of jacks to maintain pitch continuity, x Hip frame lumber is SPF, So. Pine, HF, or DFL Standard, Stud grade, or better, See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required, Hip frame chords may be trimmed up to 2' to fit, purlins must be intact and properly attached, Hip Frame " n c cl< �#1 Hip ili-Pitched and Sheathed Chord Area Hip Framex 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 2 6' o,c. maximum spacing, F— Setback----}-�- Stepped Hip System Trusses Use this detail ASCE 7-10, 180 for, mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss manufacturer, Hip frame is designed to provide bracing for flat top ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or chords of hip frame system where indicated, Flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of stepped hip system must be So, Pine lumber. ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, Structura4 anels must be properly attached directly Residential, Wind TC DL=4,2 sf, Kzt=1,00 P To hin, %(arlins, ••vnRl+uxda READ AND ►mLnv ALL NitIES IN nIs raAVlud @�'- GEN 'fj) '�. REF HIP FRAME n1NPCRTANTu FURNISH THIS DRAVWG TD ALL CONTRACT�LS INCLUDING THE INSTALLERS, l� Trusses require trine care in fabricating, handling, shlppinp• Installing and bracing. Refer to and i�+V� `�F DATE 10/01/14 0.tow the latest edition of SCSI Buatling Carponent Safety Iniornatwn, by TP[ and SBGA) for safety ivo �actkes prior to perfambitt these iunctlons. [ristnllers shall provide twnporory brotlng per HCSI. - ,less rated otherwise, top chord shall have property attached structural sheatFMo and bottom =fiord - _ DRWG HIPFRISOI014 boll Mve a properly attached ryd celthD. Locations show. for fi rnn nt lateral restroht of ..be _ !all have bro IN hstalled per B SI sections B3, 87 or BID, as applicable. Apply plates to each Face _— truss and ppoosition as shown above and w the Joint Betalts, untess rated otherwise. S' A i'E OF �fer to drawings i6aA-Z for stnntlartl plate positions. Atolm, a division of tTV Building Components Group Inc. shalt mt be responsible for any deviation from ' Q Is drawing, any fn0ure to build the truss InconFarmnca with ANSI/TPI 1, or For IWn _ p, shlppIV, s_Iolta3ho-L-6rodn oA trusses.___ 1 13389 Lakefront Dfi- foes any s1r. cture Is the resp°nst'slty of the B A&,g Dw $2— per w Earth City, MO 63045 For mre tnfornatlon see this job's g."'MI notes Page ALPINE, w►walohettw.comt TPA www.tpinstorgt SBCA, www.sbchdu and these web sites TVAroi IM wwwlccsa Y - Valley- Detail =- ASCE 7=7:0� 150 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, �NN� Attach each valley to every supporting truss withi (2) 16d box (0.135' x 3.5') nails toe -palled for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates, 3X4 12 12 Max, 2X4 X4 �-- 8-0-0 max —� 4X4 12 12 Max, I 1X3 1X3 (Max 1X3 3X4/SPL 20-0-0 (++) Supporting trusses at 24' o.c, maximum spacing, 2X4 4X4 Stubbed Valley Optional Hip End Detail 'Joint Detail 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 withl properly attached, rated sheathing applied prior to valley truss Installation. Or Purlins at 24' o,c, or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. xxx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. Valle Spacing Pitched Cut Bottom Chord Le-nakedVall ra Square Cut Bottom Chord Vail MVAlHM- a£Ao AND FUUM'' ALL NOTES mR TM W'VM -VI-C RTANTss F19NIISN THIS BRAVM TO ALL CONTRACTORS IRRCLlRM THE RLSTNJMM �.�`♦♦�j�I- 1VtA/Q .'''.� TC LL 30 30 40PSF REF VALLEY DETAIL DATE 10/O1/2014 Trusses rpdre estrene core In fobrknt ng, handUng, sh}rpo. b kn 'WUng and brodnSgB, Refer to and 11 T11 Iybraa per eaiy p ,*kas pry *1 1 the111,tCio� ,",En.1lers 1"1h.tl ? �C'r�:tv6' ri1 C DL 20 15 7 PSF DRWG VAL160101014 plen p°"rav1ida, uaess rated nth.nise, top dnw shall nave propeAr attaaKd etructuN sheathLg a bo<ton dwra A jT7� g>r DL 10 10 10 PSF 0 d �p� shall hove a properly AttaWed M91tl celUng. Locations shorn for pernanent lateral restraint of webs shall have brac1ng bnstoUetl per BCSI s,ctl— 03, 97 or Bls, as applicable. Applyy plates to each fete of twee ord podt4,n as sham above and on the Joint BetaRs, unless noted otherelse. _ �,', LL 0 0 0 PSF AN (TW00MPANY Refer to tlraeings 16BA-2 for tandnrd plate posWons. Alpine, o dvislon of IW Bdl components Grow Inc. shall not ba responsible for on devintbn Prop this dr..kV, any faRure to W the truss In confornnnce Ith ANSW 1, or for hnrulunp, sHppNs. = �- . f> l E OF - T13T, LD, 60 57P$F 53 Installation L brac6V of trusses. A teal — this drasfng - cwer page UstkV this drawl ng. h-Amtes o¢ept-C* of profamdonal smNty solely far eht deslcri shorn T^e atatomth' a^d �e "aMro ��22 -1^ ' i� t% �-�,+ `y�` �K` /�' � l IUR.FAC.1.25f1.33 1.15 1.15 73399 Lakefront Drive ...CRY, MO In= fv�1MeM7g errs k respansThRlty of the 9RNrp Beslprwr per NLSI/1P2 1 Stc2. For More trrforrmtlon see this hb's general notes page and tMse web sites ,.�,�, � �, (7, .♦.l♦` SPACING 24,0' ALPINEr eesalOrnelteconl TPL we►.tpinst.or'gt SBCN sss stry� vj 19p endccsofe.org /, L , �''/fffill 0clt�P"'" Piggyback _ Detail - ASCE 7-10i 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Hot, ASCE 7-10, Enclosed Bidg located anywhere In roof, Exp C, Wind DL= 5.0 psf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1,0, Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonat bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads, xx Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications. Detail A i Purlin Spacing = 24' o,c, or less 12 Up to1217 II II 4'/a, /\ // I I I I I I I I \\/\ \4' ,run spacing = 24' c.c. max I --Top Chord Scab (Typical Each End) Flat top chord purlins required at both ends and at 24' max o,c. spacing In between. Detail B ' Purlin Spacing > 24' o,c, Piggyback cap truss scant Walled to nil top chord purlin bracing with (2) 16d box nails (0.135'x3,5') and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0,128'x3') at 4' o,c, 12 Attach purlin bracing to the flat top chord using a minimum of (2) 16d box nails (0,135'x3.5'). Up to 12 II II Gil \\ I I \\ / I I I I \ Purlin .c. max ) (/ 24' o.c, Wax LTop Chord Scab <Typical Each End) Chord Flat top chord purlins required at Depth both ends, purlin spacing Note, If purlins or sheathing are not specified on the flat top of the base truss, purlins must be Installed at 24' o.c, max, and use Detail A. lw�d�iiilll%j .■VARtOT'CtW REAR AND FMIDV ALL NGTES a TIM DRAVDQ `v /1 .■O�iTANT■■ FUf3aSH MS DRAVM TD ALL CMTRACTCRS IRLLUDDIG THE INSTALLERS el ' Trusses require extreme core In fobrlcating, handUng, shipping, InstoW.2 and bracing.Refer to and `- ��++CC folio. the latest edltbn of BCSI Gluedna Component Safety Information, by TPI and SBCA) for safety �� \,\V L.♦�.t1 proctkes w to perfommg these functions. Installers shall provhle tanporaryy brotdng per BCSI, tml mlad otherdse, top chord hall have property attached struct—A sham hmg and bottom chord J shall have a properly attached NDW ceemg. Locations shom far permanent lateral restraint of .ab. Q IT rho shall Mva brnclrsi Installed per Bb sections the J or B[a as, unlessapplicable.no Apply plates to each face 1{I II�IIU.L� I�l of truss and ppoosltlon as farh..ns above and on the Joint betalls, unless noted otheMse. Refer to dro.ingc 16DA-Z far standard plate positions. Alpine, a dvlslon of ITV Building Components Group Inc. shall not be responslale for an devlatlpn from y, -0 A A141TWOOMA4NY tins draving, any fallure to bolt the truss In cc, armonce with ANSLTPI 1, or far hanWng, SNpphg, t l� r� - - - - nstallatbn-L-brncing oLtrusses. �1 �1 k, A uaT-ori tWs--tdra.InB-or-mvaacPam,r-Natin-ddz-drasFgy_Mdlcates acceptance of professforml �`ie '1� 4JO i t) ..r.Inw..M r.annnEmn K., aNNv Fr tir design sLm--i�in TFe-Yfitnbalev�-ant-use=e£-'thL4=�meha —. A. 13389 Lareftont Dive fr any Earth City, MO 63045 none mformovon see .alomait..coel TPD . I Sect se .eb M Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 03 grade scab (I side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. Attach purtin bracing to the flat top chord using (2) 16d box nails (0,135'x3.5'). The top chord #3 grade 2x4 scab may be replaced with either of the following, (1) 3X8 Trulox plate attached with (8) 0,120'x1.375' nails, (4) Into cap TC 6 (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'x1,375' nails. Notet Nailing thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0.120'xi.375' nails Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'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 142, full chord depth scabs (each face). Attach @ 8' o.c, with (6) lOd box nails (0,128'x3') Per scab, (3) In cap bottom chord and (3) In base truss top chord, Scabs may be staggered 4' o.c. front to back faces. 28PB Wave Piggyback Plate One 28PB wave pi gyback plate to each face @ 8' of Attach teeth to IgpZYback at time of fnbrlcntlon, Attach to sup �ortIng truss with (4) 0.120'xL375' nalls per face per ply. Piggyback plates may be staggered 4' o.c, front to back faces. REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 CAR R-etn-fo=�=c-ino :M=Gr�ber Substitution This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method Is desired, Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative, For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4pq 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(91E) T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, 010 Center scab on wide face of web. Apply (1) scab to each face of web, T-Reinforcement Or T-Reinf. L-Reinforcement: or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. T-Reinf, L-Reinf, Scab Reinf orcementl Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'x3,0',min) nails at 6' o,c. Reinforcing member is a minimum 80% of web member length. Scab Reinf, RM Ll�Clp,�T� roc BRAMM IVL+'2��•,,� TC LL PSF REF CLR Subst. rs11�lTNff TO ARMAM11 I VIC DWAU Trusses require extreme care In f.bri-ting, hnnNri9, shlpptng, Instnlling end Refer to and ��•�`°vEL. `� / �i TC DL PSF DATE 10/Ol/14 fpporrlaCtices 1prior to �r1onianw,e t s"i�tlans. Installers shall ��a'in�ar��r°�y"'�aAna' faa�SscsLty �� '�/�j �� DRWG BRCLBSUB1014 Unless noted otherwise, top chard shell have properly attached structural sheatwng and bottom chord shnll have n properly attached r{pd ceiling. Locations shorn For pernanent lateral restraint of webs `•�� L\GEIV& C DL PSF v f� Q 11 1 LJ l0 1 �, Illy— shall have bracing Instaged per HCSI sections 33, B7 or BW, as npplkabla. Apply plates to each face of truss and position as shorn above a W an the Joint Details, �inlsss noted Sherri.¢. 1Y �_ C LL PSF Refer to drawings I60A-2 for standard plate posttlon.. Alpine, tlivWon of tTV BuONng Components Group Inc shall noS 6e respansNle For nnyy devintbn irom — 'QT, PSF AN MCOMPANY tNs drorine, nny faAure to build the truss N canfornanra with ANSI/TPI 1, or for hn d lnp sh¢ ptr g,eor A 1 LD. Instaliatlan a tratlng of trust¢.. A seal on ttds drartp or cover Inge hsthg this draetng, hdcates acceptance of professbal ��respmnsMity sdelY far the design shorru The sultablllty and use of tltls drowhg for any Is the respofslbtlltY of the Bu&dYtg Deslpner per ANSI/TPf 1 Sec2 ' '� Q %�� fa �y • 'y� n W v DUR, FAC, 1=9Lakefront Drive Earth City, M063045 ALPINE, �wmnjolneltwsoa oTPI, —towst— SBCA, wacsbclndustrvarmtheICawwwwlccsafeorm Gtf,4 �} l 'yew` 47�FSa,,. ratan SPACING — Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be increased for or web member. This design is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (U = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and sppecies as damaged member. Apply one scab per face. Minimum side member length(s) = (2XL) + (B) Scab member length (S) must be within the broken panel. Nail Into 2x4 members using 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 --1111 L L 4" o,c Typical ~ + o + o + o + o o + o + o + o + F— Stagger + = Back Face 10d Box (0.128' x 3', min) Nails, o = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staggered Nail Spacing Detail Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 4" 9754 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 1 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 4 " 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# Minlnuh L Distance oM1lARi/MGlsw REAR AIID pmLDv ALL NDTES oN txls DRAYDII2 R6CtISM TM1S BRAVING Tll ALL C187 TCSTA DICLUDDE THE DWALLERS. `�' �"'- -�t'"�{ +,� rr REF MEMBER REPAIR a.DPORTANTo Trusses requV* eztrene care bi fabriCating, handling, shipping, Installing and bracing Refer to add :� Q.. GE,Y t% '�i �' DATE 10/1)1/14 fouow the tatwst edition of BCST (Buading Conpa-1, Safety Infor-tton, by TPI and SBC.: for safety practicos prior to perfarning these functions. Installers shoU providle tenporary brntlng per BCSL U+less noted otherwise, top chord shall have propeNy attached structural sheathing orW button char chaff Ymve a properly nttochod NWd ceaing. Locations shorn for permanent lateral res d'- of robs BIB, s antess, le.no Apply to each face � + NO. .,tom DRWG REPCHRD1014 Q m f�10 11LII�11ULr_-)'1 aF truss and pp�esltlon as shorn above sectionsplates cnNl have andon the Joint DI . s, unless noted atherelse. pow ion 4satl per above and on the J Refer to dr Imp 16BA-Z for standard plate positions. E OF - Alpine, a t9vlslon of RV BWldinp Components Grolp inc shall not be responsl6le for any deviation from this-drnwia,_any_f0ure to b0d the truss In confornance with ANSLTPI 1, or far haMlbip, shipping, Vsta-Qatlon y �9 �\ L bracing'of=trusses A sea on this drawing ar cover page ustbv this drawip, teS-uccepim,cr-oP-proles - The this d—Ing _ p O f'+-� , - _ y engVaerig responamslty solNy fw the design shown suitabsity and use of for any atndctd,re L: the responsNBty of MclinggpDesigner pereANU I 1 S- 1�.., p { At `+ °°°/p - _ ♦ SPACING 24,0 MAX 13389L kennosD a ear none in —at]job's sltesn see this peg ALP VIE, sew.aip4wlte.conl 61- rrr,tpinctergi SBCA. wew.sbclndustryorgl ICC. wwelcesofe.org pt \t ✓1Y/'14 "� \\ fill 1\t\ • THIS DET __ - LurIU 1LY u—nlY 3J—rU4-I-1-R19JV— E-I —I .L v, 1 Dv" STANDARD BOTTOM :_W RD FALSE FRAME DETAILS SPACING AND lOPSF MAX, CEILING LOAD„ NIITFTI flN THiC CHFFT 4' 0. OC MAX. LENGTH TO TRIM f EXISTING FILLER - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL. - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - LOCATE VERTICALS AT 4'-0' ❑,C. MAX., OR SEE NEXT ❑PTION, - 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). �f 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 ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O,C, FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER f USE THIS DETAIL FOR, ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME. 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, 3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'), iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD M❑DIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CON➢ITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION, SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE), FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE RED. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN, VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND 8d NAILS <0.113x2.5') 2 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,120') x1.375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE J❑INT, ATTACHED WITH <6) lOd BOX <0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ❑NLYX WM wsI1MUMNT>�aa READ PW4 TFUSSH MAVm cF TKO A L�CMfi�W=WS f! M ON TM �O4 WE DWALLIERL Trusses require extreme care In fabricating, handling, sh,PPhg, lnstnlUnp and bracing. Refer to on folio• the latest emtlon of HCSI lBu0.dlnp Conpanent Safety Information, 6y TP[ oM SBLAI for safet ppr!'aGcCtices prior to pmfornMg these functions. instatters shall provide tenparoorryy �bracng per BCSL Linles6 noted otherwise, top chats shalt have property attached structural sh¢nwng and button ch shall have a properly attached rlgld ceNng. Locations shown Par permanent lateral restraint of wel Q ��0 .fall have and osi instas s per above sections the J or Beta ns apoa.. m. Apply plates W each fnc of truss antl Qoatinm as caper above and an the ,brit Details, ess notetl othe at Refer % drawings I6DA-Z for standard plate positions. ALpine, a clv,sian of ITV Bukding Components feroup Inc shalt not be rosponstMe far any deviation f AN (IIM COMPANY this draWgany Failure to btAd the truss In conformance with ANSLTPI 1, or for hmndllg, shipping, Installatlon L bracing of trusses. A seal on this drawhq or cover pa Usting this drawivp, Imckates acceptance of professlaral engkiFq re solely for the des�r, whom The sultabWLy and use of this drawhg 13389 Lakefront 0me for V sirucsdresb fhe respons60ty of the iiil®rg De�gner per ANSI/IPl l Secs^. Earth City, MO 63045 For more Information see this Job's general notes papa and these web sites, ALPINE, wewaloineltwcom TPl, mtolnst.oral SBCM we•sbcMdustryaral ICO wwwlccsafw.orA N 10 S1A E OF %-0 �SORO �ytLLf4 REF BC FILLER DATE 10/01/14 DRWG REPBCFIL1014 SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, 30.00 ft dean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1,00, 13389 Lakeeont Drive Earih City. MO 63045 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, NOTE: #2 is the minimum lumber grade allowed for all species. N❑TEI Add 210# uplift (max.) to reported truss uplift for wall connections. XXWWTAXTXVARNDi[dws READ AND FIDlOV ALL NOTES ON THIS DRAWMG FW4SN MS URAVING TO ALL CONMCTORS IRCLUBING THE INSTALLERS. russys require • trene care in fobrkotlrq, handling, shipping, 1;:jt Ong and b—h QMy Refer to and r ow the latest edition of BCSI ®uliding Camponent Safety Information, by TPI and SBCA) for safety ctices prior to perforning these functions. lnstallora shall provide ter�poorraarryy bradng per BCSL = C ss noted otherwise, top chord shall have properly ttachetl structural sheatNng an Bolton chard _ 11 have a properly ottached rlgd ceWn . Locations sheen Per permanent lateral restrdtnt of rebs ll hsva brntlrg Installed per BCSI sectians 03, R7 or BIO, as appikaWe. Apply plates to each face cuss and ppocitUn as shorn shove and on the Joint Detaes, unless noted otherwise. el to drarhgs 16OA-Z for standard plate positions. lninw. a Awki— of ITV BUtdew C—ents Grow Inc shaU not be responsible for any deviation from i wed m tNs drowYp or cover page UsHng this draeh(, buscates acceptance of professional =111g re solely For the design #ram. the sietabuty and use of thls dm ft gcMra TWO, rasponsWlty of the B�AdnA 0eslgrrr Prr' Mui/TPI I Sect. For more Information see this ,job's general notes page and these web sites ALP,Kr. www.alolneltr.com TPD www.tohst.oraj SDCAI wwmbcintlustrY-9J ICG oeJccsaFe.org T❑TAL TOP CHORD NT E�CEED❑40TPSF �a�rCDEAD PLUS LIVE) DUR. FAC. 1,15/1.25 SPACING 24' REF 2X4 SCAB O.H. DATE 10/01/14 DRWG ❑HSCB2X41014 O12 (2) 16d TOE NAILS 1 OVARIES OPTIONAL SCISSORS BOTTOM CORD (2) 16d TOE NAILS { 8-0-0 MAX. SPAN I TYPICAL END JACK (EJ) N.T.S. I 12 (4) 16d NAILS VARIES See Connection Detail I I � � OPnONAL W® CONFIGURATION t � 3X4 (4) 16d NAILS See Connection Detail 11-3-12 MAX. SPAN TYPICAL CORNER JACK (CJ) N.T.S. i Jack (BJ) 77/1 ^ 'm EJ o- wo a: G� m CONNECTION DETAIL (BJ) s (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & BOTTOM �0. 2x4 SYP Nailer 16" Long .0 8'-0" MAX. Top & Bottom use 16d ,p° Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. OPTIONAL WEB �t!:�S.e VARIES V B16d NAILS nnection Detail TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. i TYPICAL CORNEh SET INSTALLATION yea a ®a t a i xe� gat%A �® rev. TYPICAL LADING (P.S.F.) +�® C" .. C,�E IV 3 '• �� °° iuE: SHINGUS: q TOP LIVE LOAD:} 20 zo NTaA MANUEL MARTINEZ, P.E. TOP DEAD LOAD!L 15 7 r BOTTOM DEAD LDAD: 10 10 . TOTAL• 1 45 37 ;FLORIDA REGISTERED ENGINEER STRESSIINC. 1.25 1.25� '��LICENSE # PE 47182 WIND DESIGN: IAM. 160 MPH PER �� STATE OF 44/v ASCE 7-10 MAJ. 24" O.C. ; O "WARNING*' Read & Follow all notes on this drawing. -.0 i Furnish this drawing to all Contractors including the installers. °I SRO ...... 0ev 1 =d1d)AOI�