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HomeMy WebLinkAboutTRUSS PAPERWORK - RANEYi RANEY COMPONENTS aney 19900 Independence Blvd. Groveland, A 34736 o7tironents, LLC one: (352)429-9429 ' (352)429-0304 Fax: (352)429-7429 i -Job Information. Address: customer Name: Creekside Lot 26 DR Horton 8609 Cobblestone Dr Description: City, State, Zip: 4EBB 1828-Cali "C" Fort Pierce, FL 1 Cover Sheet Order # JOB # 36CS00026 Printed: Fri, Sep 7 2018 FOR Name and License Number: Ln Roof Loads TC Live: TC Dead: BC Live: BC Dead: Floor Loads: TC Llve: TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Code: Wind Std: Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2017 RES ASCE 7-10 I 160 Residential - CAT II C MWFRC & C&C W/M Pages or sheets covered by this seal from: 1 thru I 24 Total 24 # DESCRIPTION SEGNO # DESCRIPTION SEGNO # DESCRIPTION SEGNO # DESCRIPTION SEGNO 1 Al 2 AtA 3 A2 4 A4 5 A6 6 A8 7 A10 8 Al2 9 A14G 10 A3 11 AS 12 A7 13 A9 14 All 15 A13 16 A15 17 A16 18 B1GE 19 C1GE 20 EJ7 21 BJ5 22 BJ3 23 BA 24 CJ7 Digitally signed by Manuel Martinez i DN: c=US, o=M AND E ASSOCIATES #. P.A., ou=M AND E ASSOCIATES P.A., Ua #47182 cn=Manuel Martinez, 06:9.2342,.19200300.100.1.1=Ao 1096 -'4000001304798E2190000AS17 Date: 2018.09.10 07:59,07-04'00' SERIAL # 40 0165 OF SB 6E.1E 1089 9A 911F RD 89 SS F7 :This, drawing has -been electrodrally,signed and sealed by Manuel Martinez, P.E1¢LLic. E47102j on the date shavro •above. using 6 SHA-1 authentication code,. Printed copies; of ,this .dowment.aie oot.consideted signed and sealed and'. the SHAM authenticationcode. must he verHiedonanyelearouic.copies. Page 1 of 1 a Job Number: 0026 Ply: Truss 182B-CaliI "C"0/DR Horton /4EBB 1828-Cali "C" I Q yt 111 Ibs I FROM: AH 252 / T10 ! COMNI DRW % 09/07/2018 I 64"9 1T1 1609 6W'5ff15 15'5'190255'5'3"99 I 39"7 T} 3 "9 6'S"14 03X4E Gr,,3X4 12 6 co (a) 43X6 �3X6 D o3X4C (a) (a) H I®3X4 m (a) (a) I ' 1;m4X6(A2)B Jm4X6(A2) ` A K 8'8" R Q P O N M L 012X4 �4x6 =3X4 �W =3X4 =4X6 012X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" J + 6'2"13 5'9"3 2'0"1� 5 9 1 5'9"1 + 2'0"15 5 9"3 h 6'2°13 ' �1 6'2"13 12' + + 14'0"1 19'10" 257"1 2T8" 33'5"3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Loc Udell U# 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 1709 / 961 / - / 445 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.479 O 999 180 J 1654 1709 / 961 ! - /'L � / 8.0 Risk Category: If BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.078 L - - Wind reactions based on MWFRS EXP: C Des Ld: 37.00 HORZ L 0.140 L - - (T )� B Min Big Width Re 2.0 q = Mean Height: 15.00 ft NCBCLL: 10.00 Code / Misc Criteria CreepFactor. 2.0 J Min Big Width Req = 2.0 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.666 Bearings B & J are a rigid surface! Bearings B& J require a seat pl te. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.600 i Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.593 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1114 -1906 Lumber B - C 1492 -3056 G - H 1255 -2428 C - D 1227 -2466 H -1 1228 -2467 Top chord 2x4 SP #1 D - E 1254 -2427 I - J 1493 -3057 Bot chord 2x4 SP #1 E - F 1114 -1906 J - K 27 0 Webs 2x4 SP #3 Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Camp. member. Or 1 x4 'T" reinforcement. 60% length of B - R 2673 -1193 O - N 2105 -826 web member. Same species & SRB grade or better, R - Q 2670 -1193 N - M 2671 -1195 attached with 8d Box or Gun (0.113"x2.5",min.)nails Q - P 2570 -1193 M - L 2571 -1195 6" oc. ga 9itilfB# P - O 2104 -801 L - J 2674 -1194 Loadng Truss for 20 bottom� »' ��, � (Ibs) Maximum Web Forces Per PI Ibs passed check psf additional live load in 42"-high 24"-wide Webs Tens.Comp. Webs ! Tens. Comp. chord areas with x o"•'»ti+»Rj,�r� clearance. . .d D 64at_. 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. � » P - E 464 -164 N - 1 418 - 597 E - O 494 -776 I - L 276 -6 ry a`�ee' F - O 1385 - 751 40 0165OF iB 6E lE 10 899A 911F. BD 89 SS F7 :Ibis drawing has been elecuonirapy;sigoed and'sealed by Manuel Martinez, RE #L' 11a AAhliij un the date shown ,above using a SHAdaahenticati6mcode. Ptmted'Eopies„of 'tbts,dowment aid�-npt'.coosidi;red'sgned `and sealed and•the SHA4 aumheotkation caie,must be der8ied on'any e!ecuonk copies, ' "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 4 vire extreme care in fabricating, handlingshiiping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety Information, b TPI an SBCA) r sa ty practices pnor to performing these functions. Installers shall provide temporary r BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly pid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, le. Apply places to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to 60A-Z for standard plate positions. a division of TPI 1; or for h acceptance any structure —1 —t— m am failure to build the g or cover page im. The suitability Job Number: 36CS00026 Ply: 1 SEQN: 668255 / T13 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM. AH DRW: Truss Label: A1A Wgt: 260.4 Ibs / ... 09/07/2018 Loading Crit TCLL: 20, TCDL: 7.i BCLL: OJ BCDL: 10. Des Ld: 37, NCBCLL:10 Soffit: 2.1 Load Duratioi Spacing: 241 6.4"9 7'10"r9 14'4"7 19'10" 22'6"4 1 26'8" i 31'9"7 i 33'3°i7 39'8" _ r 6'4"9 +1'6" 6'5"15 + 5'5"9 2'8"4 r 4'1.12 5'1'7 1'6° 6.4% F=6X12 39 8" 1' 6'2°13 5'9"3 2'0"1 5'9"1 2'10" 4' 6'515 6'2"13 12' 14'0°7 19'10" 22'8" 268" 33'1"15 is (psf) Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf 1.25 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 Lumber Top chord 2x4 SP #1 Bot chord 2x4iSP #1 Webs 2x4 SP;#3 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. Wind Member design based on both MWFRS and C&C. I I I Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) 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): 0.244 G 999 240 B 1561 / 708 1960 / - 3445 445 / 8.0 Lu: NA Cs: NA VERT(TL): 0.669 G 999 180 K 1561 / 708 1959 / - /- 18.0 Snow Duration: NA HORZ(LL): 0.128 M - - Wind reactions based on MWFRS HORZ(TL): 0.240 M - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor: 2.0 K Min Brg Width Req = 1.8 Bldg Cade: FBC 2017 RES 'Max TC CSI: 0.613 Bearings B & K are a rigid surface. TPI Std: 2014 Max BC CSI: 0.599 Bearings B & K require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.980 Plate Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Type(s):0(0} Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE, HS VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1424 -2568 B - C 1489 -2859 H -1 1743 -3379 C - D 1225 -2257 I - J 1722 -3418 D - E 1252 - 2218 J - K 1477 - 2841 E-F 1112 -1740 K-L 27 0 F - G 1509 - 2514 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-U 2497 -1190 R-Q 20 -9 U - T 2494 -1190 P - N 2985 -1303 ils, 1y T - S 2494 -1190 O - M 36 -15 S - R 1920 - 800 M - K 2477 -1179 Maximum Web Forces Per Ply (Ibs) 047 1 #1tow Webs Tens.Comp. Webs Tens. Comp. �. U-C C-S 276 -5 416 -608 P-G P-H 195 -122 601 -1075 b fi S- E 463 -160 H- N 807 - 357 #'P E-R 494 -720 N-O 114 -4 F-R 42 -515 N-M 2557 -1218 "n F - P 2273 -1098 N - J 527 -162 R - P 1879 - 657 M - J 390 - 685 t911' P - Q 27 0 406165OF186£1E10899A911E 81)8955F7 fins'°drawing has been :electronirapy3ipped and' sealed .by Minuet Martinet, P.& (`FL tic.. #47182t on the date-shovin •above. using SHA-lautheatication code. "Punted cop!ef,'btthls dowmerrt ate riot,�onsiderett"iignetl ,and seakdland,the SHA-i'authentitationcode must.'.be vec'rfied og�atiy elearooie co(iies, '' - "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS care in fabricatingg handlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building mation, b TPI and'SBCA) foi satPety practices prior to performing these functions. Installers shall provide temporar�r s noted o herwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propper y 'cations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 6Ito ate. to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Zefer to ndard plate positrons. a division of ITW Buildinc�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI�i PI 1, or for handling shipping, installation and bracing of tfvsses.A seal on this drawing or cover page_ this drawing indicates acceptance of professional engineer!ng responsibility solely for the design shown. The suitability ie of this drawing for any structure is the responsibility of the 6uiiding Designer per ANSI/TPI 1 Sec.2. C, Job Number: 36CS00026 Ply: 1 1 SEQN: 668250 / T9 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty. 1 FROM: AH DRW: Truss Label: A2 Wgt: 246.4 Ibs .. / ... 09/07/2018 B 6'4"8 7'10" 12'4"7 1 19' 20'8" 27'3"9 31'10" 33'3" 39'8" 6'4°8 1'6" 4'5"14 67"9 1'8""8 m6X81-5X8 F G 12 6 (a) %3X4 T S R Q P O N M N2X4 =3X4 =M6 =3X&=— X4 523X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE 39'8" f'1T 6'2"12 + 120"15 +114'� 'I91't"12 T20'8' 25'8" +277'� 33'5"4 + 39'8? +1" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind'Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II C EXPDes Ld: 37A0 Mean 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 I t Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4'T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" cc. 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 Defl/CSI Criteria PP Deflection in [cc Udell U# VERT(LL): 0.156 P 999 240 ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / I I RL / W B 1561 / 710 / 964 1- / 428 18.0 Lu: NA Cs: NA VERT(TL): 0.428 P 999 180 K 1561 1710 / 964 /- / 18.0 Snow Duration: NA HORZ(LL): 0.068 M - - Wind reactions based on MWFRS; HORZ(TL): 0.126 M - - Creep Factor. 2.0 B Min Big Width Req = 1.8 K Min Brg Width Req = 1.8 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.444 Bearings B & K are a rigid surface- TPI Std: 2014 Max BC CSI: 0.536 Bearings B & K require a seat plane. Rep Factors Used: Yes Max Web CSI: 0.665 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chord's Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1149 -1820 B - C 1500 - 2823 H - 1 1352 - 2348 C - D 1333 -2384 I - J 1333 -2385 D - E 1351 - 2345 J -K 1500 - 2823 E-F 1145 -1814 K-L 27 0 F-G 1101 -1552 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp_ Chords Tens. Comp. B - T 2458 -1193 P - O 2059 - 951 T - S 2456 -1193 O - N 2059 - 951 S - R 2058 - 921 N - M I 2455 -1203 R - Q 2058 - 921 M - K 2458 -1203 Q - P 1547 - 603 (� Maximum Web Forces Per Ply] (Ibs) Ito 047: Webs Tens.Comp. Websj Tens. Camp. r,. A T - C 216 -6 G - P 537 - 311 w C - S 309 -440 P - H 474 - 697 'A` S - E 426 -151 H - N 427 -153 °#, E - Q 472 -694 N - J 308 -438 s� .. " F-Q 541 -377 J-M 216 -8 Q - G 317 -297 40 01650F 166E 1E 1099 9Ai 911F.8089 SS F7. '�Thrs•dravring gas•6een:electt4mcany;ttgned andsealeG 6y =miiidet Rtart!nea P.6•(a:l':`lic: #4r9.82j`orrfhe.date'-shown -above usingaSlip-lautAeaticalloaCode- "P ime4'iQA e`s„of tNs:do iiinerrt are not;[oasidered signed %auil scaled ami;rhe SHhS`aathenticatidq coAe ,must:.oe °verdreA odanpclecannie cagier. -� � ' "'WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING'THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, ba�rr TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporaryY bracing per BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to 1drawings 16OA-Z for standard plate positions. i Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e- listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The Sul ltability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes pacte and these web saes: ALPINE: www.al ineitw.com; TPI: www. inst.o : SBCA www.sbeindu .com; IM www.iccsafe.o Job Number: 36CS00026 Ply: 1 SEQN: 668248 / T8 / HIPS I 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: A4 Wgt: 238.0 Ibs / ... 09/07/2018 64"9 �T10°r9 12'4°8 1122'8" 2T3"8 �_ 31'9"7 �33'3� 39'8" 6'4"9 1'6' 4'5°15 4'7"8 + N 47"8 4'5"15"9 M6X6 1112X4 a: X4 =-3X6 m: X8 mZX4 =3X6 =21M 1112X4 SEAT PLATE REQ. 1' 6'2°13 5'10"3 6'2"13 + 12'1• SEAT PLATE REQ. 39,6" � I'll" 56°4 3' 5'10"3 6'2°13 11 } 31 12 228" 258" 2 :i 111 f• 33'5"3 + 39'6" �- 1�` T 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 loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.155 P 999 240 B 1561 / 712 / 965 ! - / 387 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.425 P 999 180 K 1561 / 712 1965 / - / - / 8.0 BCDL: 10.00 Risk Category: fl Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.125 M - (T )- B Min Br Width Re = 1.8 g q 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 BldgCode: FBC 2017 RES Max TC CSI: 0.379 Bearings B & K are a rigid surface. Load Duration: 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 it Rep Factors Used: Yes Max Web CS 1: 0.685 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 it 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 1269 -1955 Lumber B - C 1550 -2830 H -1 1397 -2334 C - D 1378 -2373 I - J 1378 -2373 Top chord 2x4 SP 91 D - E 1397 -2334 J - K 1550 -2830 Bot chord 2x4l SP #1 E-F 123-1K-L 27 0 Webs 2x4SPI#3 F - G 1203 -1695695 I Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-T 2465 -1239 P-O 2M -lW0 T - S 2463 -1239 O - N 2043 -1000 S - R 2043 -970 N - M 2463 -1267 $lift ! , R - Q 2043 - 970 M - K Q - P 1693 - 751 2465 -1267 j0, 01 .* Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. " T - C 230 -6 G - P 564 -328 a OF C-S 324 -466 P-H S E 383 H N 412 -580 382 ' - -160 - -161 E - Q 412 - 580 N - J 324 - 466 F_G 561 _33 J-M 230 -8 Q231 a division of 400165OF 1B 6E 1E 10899A911F BD8955 F7 ( This, drawing -has been.erectfonirapg;sipred and sealed by Manuel Manlnei,.P.E. (F4 lit. 447]H2) an the date shown above using a 5HA-1 autheinicationcode. Ptiined copies ;of �tDit Aowment; ale not,[onsidered' signed and seated and, the SHA-1 authentication [ode must be vst'died or any eiecttooic copies. "*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! 4r* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS i care in fabricating, handling, shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building mation, by TPI anr7'SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary ,s noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y 3cahons shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 610, ates to each face of truss and Dosition as shown above and on the Join Details. unless noted otherwise. (2efer to 9 PI 1; or for h acceptance any structure failure to build the g or cover page in. The suitability Job Number: 0026 Ply. Truss 1828-CA6CC""O/DR Horton /4EBB 1828-Cali "C" I � '254.8 Ibs I FROM: AH 246 / T7 /HIPS I DRW: 09/07/2018 I 7 5' -- 246" -9-I- 3"1 -3�7 6.94'89 'I64 4 0410.649 694l'1F 4910f1277"945"15 163 WX4 mW 912X4 =3X4=3X6m3X4 t=3X8 m3X4WX6=3X4 III 2X4 SEAT PLATE REQ. 6'2"13 + 5'102 6'213 12'0"15 SEAT PLATE 39'8" �1� 4'10" 4'10" 1' � 5'10"2 + 6'2"13 1�1� 14' 1 19'10" 24'8" 25' �"1'1�1~ 33'S"3 39'8" H 2i 777 REQ. Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL I W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.158 G 999 240 B 1561 / 714 / 962 / - / 346 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.434 G 999 180 L 1561 / 714 1962 / - / 1 1 / 8.0 BCDL: 10,00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 N - - Wind reactions based on MWFR9 Des Ld: 37.00 EXP: C HORZ(TL): 0.125 N - - B Min Brg Width Req = 1.8 NCBCLL: 1 00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 L Min Brg Width Req = 1.B Soffit 2.00 . TCDL: 4.2 psf BCDL: 5.0 psf Bldg Cade: FBC 2017 RES Max TC CSI: 0.387 Bearings B & L are a rigid surface Bearings B & L require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.454 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.464 Loc. from endwall: not in 4.50 It FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Pei 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 I 1334 -1958 Lumber B - C 1577 -2832 H - I 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 -2093 K - L 1576 -2832 Webs 2x4 SP #3 F- G 1334 -1958 L- M 27 0 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - V 2467 -1273 R - Q 1831 - 864 V - U 2465 -1273 Q - P 2039 -1025 �y9yttlit$y U - T 2039 -996 P - O 2039 -1026 At T-S 2039 S - R 1831 -� N - N 2467 -1302 -1302 «r Maximum Web Forces Per Ply'(Ibs) 1 Webs Tens.Comp. Websl Tens. Comp_ w V- C 235 - 6 R- H 278 -172 STATE OF C-U 327 -473 Q-1 404 -522 ��► U - E E-S 351 -161 404 -522 H - Q 1-0 546 351 - 372 -161 1 X F - S 546 -372 O - K ' 328 -473 F-R 278 -172 K-N 235 -8 G - R 247 -290 400165OF 18 6E 1E 1099 9A 911E BD 89 S5 F7 "Tbis'dtawing has, been ,electignica0g signed and'sealedrby wood btartiaet', P.E,:(FL LIc ikil 2) on the date sooetn above usioga SHA-lautheuticatiottCode. ?limed'Copies ;,of. this docutoerd aie� not considered-gipted gad sealed aml�tbq SNA-1 auNenticatioa tole-taust:,be $et tlied,on.any eleRtonic capies. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricating. handlina. shiDDina. installing and bracing. Refer to and follow the latest t a division of ivi 1,ortor n acceptance any structure ml nntae nano - straint of webs shall have bracing installed per 81 as shown above and on the JointDetails, unless on n of BCSI (Building provide temporary ,all have a progpeny ens B3, B7 or 610, ' lerwise. (2efer to failure to build the g or cover page in. The suitability F Number: 36CS00026 Ply: 1 SEQN: 668243 / T6 !HIPS B 1828Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. ss Label: R8 Wgt: 212.8 Ibs .. / ... 09/07/2018 13'26'8" f' 33'3"7 + 39'8" J 64"9 67"7 8'10" 6'10" 67"7 6'4"9 --5X8 WX4 ZZ5X8 T I D E F T 12 6 c 03X4C Z> G 43X4 Eo =4X6(A2) B A �H=4X6(A2) 1 I 8'8" r P O N M L K J 1� 192X4 =3X8 sa3X6`=3X4 112X4 SEAT PLATE REQ. SEAT PLATE REQ. I 39'8" 1' 62"13 6'9"3 1' 5'1D" 5'10" 1' " 8'9"3 6'2"13 1' f' 8'2"13 13' 14 19'10" 25'8 26' 33'53 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Lldefl L/# 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 1953 / - / 305 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.471 E 999 180 H 1561 1716 / 953 1- / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.128 J - - tT ): B Min Br Width Re 1.8 0 q NCBCLL: 10.00 Mean Height: 15.00 it Code / Misc Criteria Creep Factor. 2.0 P H Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Cade: FBC 2017 RES Max TC CSI: 0.446 Bearings B & H are a rigid surface. 9 9 I Load Duration. 1.25 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 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 E - F 1502 -2274 Lumber j B - C 1623 -2836 F - G 1425 -2325 C - D 1425 -2325 G - H 1623 -2836 Top chord 2x4 SP #1 D - E 1502 -2274 H -1 27 0 Bot chord 2x4ISP #1 Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Member design 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 20M - 978 K - J 2469 -1348 N - M 2006 - 978 J - H 2472 -1348 01 1, .4 u Web es P bbs (Ibs) WebMaxims Tens.Comp Comp. P - C 244 -4 M - F 370 -243 64740i C-O 377 -513 K-G 377 -513 ' D - O 444 -170 F - K 444 -170 D - M 370 - 243 G - J 244 -6 E - M 300 -381 7 " % 0 m�. j SERIALtt 40, 0165OF 1O 6EdE 1089 9A 911E SD 89 SS F7 "'this,drawing has•been etectignirauy%signed and sealed by 'hianud Martinez, P.E irLL'liC #4738Z/ o6the date-shevin above using a gN44authemizatioacade.. i Pifined'copies„at'this Aawmem aig net�tonsidered signed aM sealed and, the SHA-1 autheitticacioa. code, must be 'ver8md adanY electronic -copies. I `"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s revire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nenQ Safety Information, byy TPI anr7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathinci and bottom chord shall have a properly d rigqid defiling Locations shown for pefmanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or p10, cable. IAppQq lates to each face of truss and position as shownab ove and on the JoinQDetails, unless noted otherwise. Refer to Is 160A Z for standard plate positions. a division of ITW Building Components Gi p Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSIrfPI 1, or for hanng Shipping, installation and bracing of trusSes.A seal on this drawing or cover page_ _ this drawing indicates acceptance ofr6ngineerngresponsibilitysolelyforthe desighown.The suitbility ofthishawing for any structure isa responsibility of the Building Designer per ANSIPfPI 1 Sec.2. Job Number: 4EBB 1828-Cali CD0026 /DR Horton 14EBB 1828-Cali "C" I Wat '212.8 Ibs I FROM: AH 240 / T5 /HIPS I DRW; 09/07/2018 Truss Label: AID 6'4"9 11' 18'11"4 21' 28'8° 33'3"7 39'8" 64"9 4'7"7 5'11"4 4'0"12 1'7" 6'1" 47"7 6'4"9 _-5X8 1112X4 =3X6=3X4 !�;5XB D E F G H S' 0 =4X& 190(4 =3X4 =3X6 =3X6 a: X4 =3X6 `=3X4 1I X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 6'2"13 4'9"3 3' 2'11"4 5'11"4 2'9"8 3' 49°3 6713 {1� 6'2"13 11. 14' 16'11"4 22'10"8 25'8" 28'8" 33'S"3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph P P Pf: NA Ce: NA VERT(LL): 0.191E 999 240 g 1561 1718 ! 940 / - / 264 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.526 E 999 180 J 1561 1718 / 940 l - / , 18.0 BCDL: 10.00 Risk Category: II , Snow Duration: NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS Des Ld: 37.O0 EXP: C HORZ(TL): 0.132 L - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Cree P Factor: 2.0 J Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL:5.0 sf P BldgCode: FBC 2017 RES Max TC CSI: 0.384 Bearings B & J are a rigid surface: Bearings B & J require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.487 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: OA87 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Pier 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 1684 -2611 Lumber B - C 1644 -2814 G - H 1676 -2599 C - D 1523 - 2445 H - 1 1522 - 2445 Top chord 2x4 SP #1 D - E 1684 -2611 i - J 1643 -2814 Bot chord 2x4 SP #1 E - F 1684 -2611 J - K 27 0 Webs 2x4 SP 93 Wind Maximum Bot Chord Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. 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 Ifd Q - P 2134 -1085 L - J 2448 -1361 MA t P - O 2616 -1373 x�» - Maximum Web Forces Per Ply (Ibs) End � Webs Tens.Comp. Webs Tens. Comp. S - C 198 - 8 G - O 274 - 327 C - R 299 - 377 O - H 642 - 397 Aw D - R 373 -177 H - M , 369 -176 STATEJ* D - P 653 -405 M - 1 298 -377 �: P-G 109 -106 1-L 199 -10 ..tea. e ...'-U pn ._ E- P 270 -323 400165 OF 186E 1E 10899A 911F BD 89 SS F7 'rlbis,drawing.has been ':ereciioniialiy;sipned:and'seble&by ManuelWitipei„ RE-¢4 11s. Wl 2) 6 the date s6owu -ibave,usinga §NA-iavtneatirationtode, ItiiMed ceptes.;uf tM1is;doui neM are nik;c6iidered, signed �aad sealed and^tbe SNA-1.,mheiiication. cod e�mest=be ==:vethted on'any eletubnic coples. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI ana'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted o-thenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslailed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinhComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSITi PI 1, or for handling shipping installation and bracing of trusses.A seal on this drawing or cover pa e- - listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al inefw.com; TPI: www. inst.o - SBCA' www.sbdndu .com- ICC: www-iccsafe.org Job Number. 36CS00026 Ply: 1 SEQN: 6682291 T4 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: Al Wgt: 211.4 Ibs .. / ... 09/0712018 fi 0 M4X6 2 7'B"12 9' 143"11 19' 9' 0" 2° 4"5 308" 1'1 "4 39'8" 7'8"12 1'3" 5'3"11 4'B'S 10' 5'6"5 5'3"11 1'3" T8"12 —3X4 =3X6 1112X4 =3X4 =5X6 D E F G H I i v S R Q P O N M 3X4 =3X6 =3X4 =3X8 =3X4 =3X6 =3X4 T I� 6(A2) SEAT PLATE REQ. SEAT PLATE REQ. 39 8" 1' T10"8 4'1"11 2'D"3 5'9"13 5'9"13 2'0"3 41"8 7'10"8 1' iF 7'10"8 12 14'0" 19'10" 25'7"13 27'8" 31'9"8 39'8" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.243 G 999 240 B 1561 / 720 / 921 / - / 223 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.667 G 999 180 K 1561 1721) / 921 / - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.139 M - - (T) B Min Br Width Re 1.8 g q NCBCLL: 10.00 Mean Height: 15.00 ft Code / Mist; Criteria Creep Factor. 2.0 P K Min Brg Width Req = 1.8 Soffit: 2.0I TCDL: 4.2 psf P BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.566 Bearings B & K are a rigid surface. Load Duration: 1.25 TPI Sid: 2014 Max BC CSI: 0.560 Bearings B & K require a seat plate. Spacing: 24.0I_ MWFRS Parallel Dist: D to h12 C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.510 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 2O29 -3246 Lumber B - C 1644 -2767 H - 1 1873 -2960 C-D 1811 -2719 I-J 1810 -2719 Top chord 2x4 SP #1 D - E 1873 -2960 J - K 1644 -2767 Bot chord 2x4 SP #1 E - F 2029 -3246 K - L 27 0 Webs 2x4 SP #3 F - G 2029 -3246 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2395 -1311 P - O 2993 -1625 S - R 2260 -1186 O - N 2260 -1216 Ittl€t€dJtg9 R - Q 2260 -1186 N - M 2260 -1216 Q - P 2993 -1614 M - K 2395 -1340 Maximum Web Forces Per Ply (Ibs) (dC3 i� w* Webs Tens.Comp. Webs Tens. Comp. C - S 405 - 328 P - H 329 -187 S - D 489 -426 H - O 378 -520 �# TAT D - Q 944 - 562 0-1 944 - 562 ✓��' Q - E 378 - 520 I - M 489 -426 �; :Ttiso E-P 329 -187 M-J G - P 228 -303 404 -328 400165 OF 186E 1E 1099 9A 911F 8D 89 SS F7 Ibis, drawing has-been electigniruliy signed and;sealed by Manuel Matdgez`, P.E., fL'Lic: W179.82) an the date shoern ,above usinga 4k4authenticatioscode.. Printed coDie:a0bis:docnmenvaie.rmttconsidered signed ,and sealed and, the�SHA-i authint6iob.'code must be verd!ed.many elect tonic copies. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown far permanent lateral restraint of webs shall have bracing installed per SCSI sections 63, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of russes.A seal on this drawing or cover page_ listing this drawing, indicates acceptance of protessiona engineering responsibility solely for the design shown. The suitability and use of this drawing far any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. ,For more information see this'oUs general notes page and these web sftes: ALPINE: www.al 1neihv.com: TPI: www. inst.o ; SBCA: www.sbcindu .corn' ICC: wwmicesafe.ong IJob Number: 36CS00026 Ply: 1 SEQN. 668238 / T12 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A14G Wgt: 242.2 Ibs / .. 09/0712018 T T 11'6"4 4'6"4 1,910" . 1 9 il'1O1� 22'8" r 282 + 32i 3 5112 674 T5'5"12 2' 210" 9 11 u) zo X _V 714X4 1115XB(R) =8X12 =8X12 =5X6 1114X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 114" 284" 1' 6" 6'4"4 4'4" 2 5' 5'8" 5' 2 4'4" 6'4"4 16" 6'10"4 11'2"4 1 1T 22'8" I 27'8" 8' 12 32'9'12 UN �98 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl LI# Loc R / U / Rw / Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pfi NA Ce: NA VERT(LL): 0.144 1 999 240 B -116 / 116 130 1- / 18.0 BCLL: 0-00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.399 1 999 180 S 4524 / 2025 /- /- / J 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.022 M - - K 1872 / 860 / - / - / 18.0 Des Ld: 37.00 EXP: CMeanHei HORZ(TL): 0.042 M - - Wind reactions based on MWFRS 0.00 Mean.ht: 15.00 ft Height: 9 Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.3 Soffit: 2.00 TCDL: 4.2 psf BCDL:5.0 sf P BldgCode: FBC 2017 RES Max TC CSI: 0.728 S Min Brg Width Req = 5.3 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.525 K Min Brg Width Req = 1.9 Bearings B, S, & K are rigid surface. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: No Max Web CSI: 0.723 Bearings B, S, & K require a seal plate. Lac. from endwall: NA 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. Lumber A - B 27 -20 G - H 1427 -3199 Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: B - C 1022 -493 H - I 1427 -3199 Bot chord 2x6 SP #1 C - D 2566 -1160 I - J 1678 -3751 Webs 2x4 SP #3 :W4 2x4 SP #1: D - E 459 -1040 J - K 1628 - 3574 Bracing E - F 459 -1040 K - L 27 -20 (a) Continuous lateral restraint equally spaced on F - G 459 -1040 member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, Maximum Bot Chord Forces Per Ply (Ibs) attached with 8d Box or Gun (0.113"x2.5",min.)nails Chords Tens.Comp. Chords Tens. Comp. @ 6" oc. �ffi10iiE!#3ty��. B - T 396 - 857 P - O 3773 -1705 Loadin #1 hip supports 7-0-0 jacks with no webs. �►�� � �� S - R 1031 -2342 N - M 3112 -1400 ,`•"+ R-Q 1031 -2342 M-K 3139 -1407 Wind �* * 471 2 Q - P 2229 -1022 Wind loads and reactions based on MWFRS.r N w Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. OF ;�' r .!'_ m T-C 636 -156 G-P 1513 -630 IS, c -4.0; 1� -* N- C - S 976 -2197 H - P 433 -539 >p� jo 4�6 1 �ttl9iltS8 D - Q 3968 -17-673 N 337 291 SERIAL# Q - G 878 -1853 N - J 822 -356 E-Q 395 -461 J-M 625 -145 40MOff 186E.1EWOM911FBD8EJSSFI Ibis°drawing has: been: electionica0y,iill and sealed,8y Manud, Kiartinea; P.LIFL Iki fi471S2) on the date'sbown -above using a A-i-authernkadon code. P inted'coDles:'af this Aoonmemi are oot coniideredsigned and sealid 'and -the SHA-i-authemication. Eade must be �veaitieA.an'any eleM nicAoPies. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chard shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawin 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 professlonat engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibilityof the Building Designer per ANSI1TP11 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al inedvv.cem; TPI: www. inst.o ; SBCA' www.sbdndu .com; ICC: www.locsafe.org Job Number: S6CS00026 Ply: 1 SEQN: 6611257 / T1 / COMN 4EBB 1828-Cali "C" /DR Horton AEBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A3 Wgt 240.8 Ibs .. / ... 09/0712018 6'411 7'10"t9 724"9 18'D"1 217"15 27'3"7 31'9"7 3T3°}g. 39'8" +1'6"? 4'6° + 5'7"8 37"14 + 57"8 + 4'6" 1'6"1 m6X6 6X4 =3X4 =3X6 =3X8 =3X4 =3X6 =3X4 VX4 (SEAT PLATE REQ. SEAT PLATE REQ. 39'8" -A 6'2"12 + 5'10°5 1'10"1,5 4113 + 3'6"2 + 4'0"1 11'10"1S 5'10"5 i 6'212 11� 6'2"12 12'1"1 14' 18'1"13 217"15 25'8" 27'6"75 33'5"4 39'B" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.1 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 Load Duration: 125 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 Spacing: 24.01" C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 91 Bot chord 2x4l SP #1 Webs 2x4 SPI#3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1X4'7' reinforcement. 80% length of web member.ISame species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. I Wind I Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): 0.155 P 999 240 Lu: NA Cs: NA VERT(TL): 0.427 P 999 180 Snow Duration: NA HORZ(LL): 0.067 M - - HORZ(TL): 0.125 M Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.401 TPI Std: 2014 Max BC CSI: 0.490 Rep Factors Used: Yes Max Web CSI: 0.565 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 40016.S OF 108E 1E 1089 9A 911E 6Q 89 SS F7 This°diawing has.been decuonically,signed and,seaied;by Manuel MartinezP.E.tftGltic, Coil" on thedate,showd a6oae.dsing a SHA3authetdkatidrccotle.. -Psinted'capies, of this docemeM are uot,lonsidored signed ,and seated and. the .SHMi: autheirtizition code must be vetdiedaa.anyeledtoniecopies. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1561 / 711 1965 / - / 408 / 8.0 K 1561 1711 / 965 (- / - 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 K Min Brg Width Req = 1.8 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A-B 27 0 G-H 1217 -1885 B - C 1534 - 2827 H -1 1383 - 2340 C - D 1363 -2379 I - J 1364 -2379 D - E 1382 - 2340 J -K 1534 - 2826 E-F 1212 -1877 K-L 27 0 F-G 1159 -1618 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 2462 -1224 P - O 2051 - 986 T - S 2459 -1224 O - N 2051 - 986 S - R ' 2050 - 956 N - M 2459 -1245 R - Q 2OW - 956 M - K 2462 -1245 Q - P 1615 - 685 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ T - C 222 - 6 G - P 560 - 327 C - S 316 -463 P - H 445 -644 S-E 411 -155 H-N 410 -156 E - Q 445 - 644 N - J . 315 - 452 F - Q 558 - 357 J - M 223 - 8 Q - G 250 -243 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! dT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS i care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building mat!on, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary s noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly cations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 61 D, AS. to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Zefer to ndard plate positions. a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, _ this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ie of this drawing for any structure is a responsibility of the Building Designer per ANSIITPI 1 Sec.2. >~ Job Number: 36CS00026 Ply: 1 1 SEQN: 668259 / T15 / COMN 4EBB 1828-Cali "C" /DR Horton AEBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A5 Wgt: 254.8 Ibs .. / ... 09/07/2018 6'4"9 7'10",9 124"8 160"1 19'10" 237"15 273"7 31, 9"7 33'3"7 39'8" f fi•4»9 I'1'6»i 4'6» '+ 37"B r 3'9"15 r 3'9"15 37»8 T 4'6» 1 1'6"� 6'4"9 m3X4 m5X6 6X4 , a3X4 -3X6 a3X4 H3X8 M: XM miX6 a3X4 630 SEAT PLATE REQ. Nzri\l 39'8" 1' 6'2"13 5'10"4 1'11" 3'9"15 3'9"15 2'0"1 5'10"4 67"13 1' 1 6'2"13 12'1" 14' 201I 19'10" 237"15 25'8" 1101 33-5"3 39'8" 1' 6'0"1 2 Loading Criteria (psQ TCLL: 20.00 TCDL: 7.00 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA DefllCS1 Criteria PP Deflection in too Udell U# VERT(LL): 0.154 G 999 240 ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / I i RL / W B 1561 / 713 1964 ! - / 367 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.424 G 999 180 L 1561 1713 1964 / - / i 1 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.066 N - - Wind reactions based on MWFRS Des EXP: C HORZ L 0.125 N - - �) B Min Br Width Re 1.8 9 q Code / Misc Criteria CLLd: 10.00 NCBCLL: 10.00 Mean Height: 15.00 ft g Creep Factor: 2.0 P L Min Brg Width Req = 1.8 Soffit: 2.00 TCDL:4.2 psf BCDL:5.0 BldgCode: FBC 2017 RES Max TC CSI: 0.383 Bearings B & L are a rigid surface. Load Duration: 1.25 P sf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.454 Bearings B & L require a seat plate. S 24 0 " Rep Factors Used: Yes Max Web CSI: 0.566 pacing. C&C Dist a. 3.97 ft Loc. from endwall: not in 4.50 ft GCpi: 0.78 Wind Duration: 1.60 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 Maximum Top Chord Forces Per Chords Tens.Comp. Chords A - B 27 0 G - H Ply (Ibs) i Tens. Comp. 1264 -1827 B - C 1561 -2830 H - I 1326 - 2020 Lumber C - D 1395 -2372 1- J 1413 -2333 Top chord 2x4 SP #1 D - E 1413 -2333 J - K 1395 -2372 Bot chord 2x4 SP #1 E - F 1326 -2020 K - L 1562 -2830 Webs 2x4 SP #3 F- G 1264 -1827 L- M 27 0 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Tens. Comp. Chords Tens.Comp. Chords' 1755 - 804 B - V 2466 -1255 R - Q V - U 2464 -1255 Q - P 2041 -1013 81d#tdrf U - T 2041 -984 P - O 2041 -1013 b MA T - S 2041 -984 O - N 2464 -1284 S - R 1755 -776 N - L 2466 -1284 C :0471. 400165 OF 186E 1E 10899A 911E 8D 89 SS F7 -This' drawing: has -been ;elecrronicany signed and sealed.,.by 'tvtanad,Mastinea�'RE (FL.aic. d47182).ohiihe date's6mn above using a'3HA-lautr entkatloacotle.. :e�inred ipies;. of tbls: owmeat are not iorxideretl. signed ;and sealed ani the SHA-l"authewcation cede MUStrbe xvesdied on arty electtoma copies. . Maximum Web Forces Per Ply (Ibs) 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 - 1 409 - 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 Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporaryy bracing per BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 83, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIT! PI 1, or for handlin shippin , installation and bracing of trusses.A seal on this drawing or cover pa e listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the uiiding Designer per ANSI/TPI 1 Sec.2. Job Number: Ply: 0026 4EBB 1La82be8' CA C'o/DR Horton 14EBB 1828-Cali "C" I � '218.4 Ibs I FROM: AH 262 / T25 / COMNI DRW;Truss 09/07/201 B I 64"7 +1'6" 6'1"B + 5'9"I 5 + 5'9"15 8O 5 1198 + 1 837 6'4"7 -i 05X8 1112X4 =5X8 E F G it ,6(A2) 012X4 =3X6 m3X4 =3X8 =3X4 =3X6 1112X4 SCAT PLATE REQ. SEAT PLATE REQ. 39'8" 6'2"11 5'9"5 2'0"1 5'9"15 5'9"15 2'0"1 5'9"5 6'2"11 1'� T2"11 12' 140" 19'10" 25'7"15 27'8 33'S"5 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.60 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 Load Durationl: 125 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.97 It Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 91 Bot chord 2x4ISP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1z4 "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. 1 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): 0.164 F 999 240 Lu: NA Cs: NA VERT(TL): 0,451 F 999 180 Snow Duration: NA HORZ(LL): 0.069 L - - HORZ(TL): 0.130 L - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.592 TPI Std: 2014 Max BC CSI: 0.603 Rep Factors Used: Yes Max Web CSI: 0.354 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 40 0165 OF 11) 8E SE 1099 9A 911F 81) 89 SS F7 'This -drawing -has. been kiettsonirapy�signed and seated by Manu'd,Mart!nec P.E.-(FL.-Lib C4ilk),nn the date shoeing ,above. using$ SHAllautheo6catiorccode.. Pinded'iopies;of,this dawmeot are imt.;.ionsideted_s!gatEd and seared aft& the SHA•1'authedtitaiioa' code mustbe �ves'died qd any eleciiouic eaviesi ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1561 / 715 1958 1- / 326 / 8.0 J 1561 /715 1958 /- /- 18.0 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 1404 - 2093 B - C 1617 -2856 G - H 1376 - 2223 C - D 1350 -2262 H - 1 1350 -2262 D - E 1376 - 2223 I - J 1616 - 2856 E- F 1404 -2093 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 2494 -1317 O - N 1937 -952 R-Q 2491 -1317 N-M 2491 -1346 Q - P 2491 -1317 M - L 2491 -1346 P - O 1937 - 922 L - J 2494 -1346 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R- C 273 - 5 O- G 286 -177 C - P 427 - 600 G - N 464 -172 E - P 464 -172 N -1 427 =600 E - O 286 -177 I - L 273 -4 F - O 221 - 283 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS care in fabricatinghandling9 shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nation, by TPI anr7'SBCA) f- safety practices prior to performing these functions. Installers shall provide temporary) s noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y 'cations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B10, ites to each face_ of truss and position as shown above and on the Joinf Details, unless noted otherv✓ise. (2efer to a division of ITW Buildingg�Components Group Inc. sh conformance with ANSIrfPI 1, or for handling shipp this drawing indicates acceptance of prokssioi e of this gnawing for any structure is the respor information see this lob's general notes oaae and these web sites: its drawing,any failure to build the on this drawing or cover page to design shown. The, suitability Job Number: 36CS00026 Ply: 1 SEQN: 668264 / T23 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A9 Wgt: 207.2 Ibs .. / ... 09/07/2018 T to a io I M 6'4"9 12'o"1 6'4"9 57"8 19,10" 277"15 3T3"7 T9"15 7'9"15 578 .-5X8 1112X4 '=5X8 D E F 39'8" 6'4"9 12 6 03X4C G 3X4 9> in 4X6(A2) B H=4X6(A2) A I 8W P O N M L K J I92X4 =3X4 =3X6 =3X8 =3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 411 0" h 51 }717"1 t 6213 _1iH5 2 149108D 25'223 S 39'8" l� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.183 E 999 240 B 1561 / 717 / 947 /- / LRL 285 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.502 E 999 180 H 1561 1717 / 947 If- / 1 1 / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.068 J - - Wind reactions based on MWF S' 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 It Code / Misc Criteria Creep Factor. 2.0 P H Min Brg Width Req = 1.8 � Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 P sf Bldg Code: FBC 2D17 RES Max TC CSI: 0.618 Bearin s B & H are a rigid surfa 9 9 Bearings B & H require a seat pll Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0 624 le. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.580 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces F�er Chords Tens.Comp. Chords, Ply (Ibs) Tens. Comp. GCpi:0.18 PlateType(s): Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 A - B 27 D E - F 1616 -2483 Lumber B - C 1631 -2819 F - G 1476 -2392 C - D 1476 -2392 G - H 1631 -2819 To chord 2x4 SP #1 P D-E 1616 -2483 H-1 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum t3ot Chord Forces Pei Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Member design based on both MWFRS and C&C. B - P 2454 -1322 M - L 2080 -1066 P - O 2452 -1323 L - K 2080 -1066 O - N 2080 -1036 K - J 2452 -1352 N - M 2080 -1036 J - H 2454 -1352 ®tllt Maximum Web Forces Per Ply Webs Tens.Comp. Webs (Ibs) Tens. Comp. S, P - C 210 - 6 M - F 508 - 321 ") C - O 328 -426 F - K 433 168 '+ S D - O 433 -168 K - G 328 -426 s D-M 508 -321 G-J 210 -8 E-M 364 -462 4-�v ,sEFiu*I:tt 4001650F 166E 1E tb899A911F BD8955 F7 'ahissdrawing, has been-:NeciMaicaliy;slgged and sealgd,.by rgxnuet Maitilne:,-M (FL:;tic.'#Vlk),ou the.date-3lawri -;above .usieg a4 k-t authentication(ade. Plmterl`sopies„of this documen are noi'ionidered, signed Wand sealed and". tbe-.SI1A-I adthei ration code .mart he °wer8ie0 onany eiemodic;rayies: '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest t [ Safety Information, byy TPI anrTSBCA) toy safety practices prior to performing these functions. Installers r BCSL. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chl d�id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI i 'le. Aopty plates to each face of truss and position as shown above and on the Join f Details, unless note a division of any rat nc its drawing,any failure to build the on this drawing or cover pa� ge to design shown. The suttability rPl 1 Sec.2. 'A: www.sbclnduslrv.cam:ICC: www.ict"afe.org Job Number: 36CS00026 Ply: 1 SEQN: 668296 / T24 / HIPS 4EBB 1828-Cali 'C"/DR Horton /4EBB 1828-Cali "C" City: 1 FROM: AH DRW: Truss Label: Al I Wgi 203.0 Ibs .. / ... 09/07/201 B 5'3"4 + 10'0"1 18'9" 230"12 + 297"15 34'4"12 39 8 5'3"4 4'B"12 8'8"15 6'3"11 87"3 4'8"12 5'374 5r5X8 �3X4 �5X6 a5XB D E F G 12 T - 6 p m Q2X4C H 02X4 `v rn =4X6(A2)B �4X A P O N M L K =3X4 =-3X6 =3X4 =3X8 =3X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 39W 1' 10'0"1 I'll"1S 4'5"8 67"3 47"4 1'11"1 10'0"1 1' 10'01 12''1' 16'S"8 + 23'0"12 27'8" 29'7"1 39'8" Loading Criteria (psf) TCLL: 20.60 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.97 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bat chord 2x4l SP #1 Webs 2x4 SPI#3 Wind Member design based on both MWFRS and C&C. a division of Snow Criteria (Pg,Pf in PSF) Def!/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.211 F 999 240 B 1561 / 719 1931 1- / 244 / 8.0 Lu: NA Cs: NA VERT(TL): 0.579 F 999 180 1 1561 / 719 1931 / - ! - / B.0 Snow Duration: NA HORZ(LL): 0.072 K - - Wind reactions based on MWFRS HORZ(TL): 0.135 K - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor: 2.0 1 Min Brg Width Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.460 Bearings B & I are a rigid surface. TPI Std: 2014 Max BC CSI: 0.736 Bearings B & I require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.626 FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1821 -2860 B - C 1692 -2808 G - H 1555 -2540 C - D 15% -2540 H - 1 1692 -2809 D- E 1812 - 2845 I- J 27 0 E - F 1820 -2860 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 2456 -1386 M - L 2223 -1174 P - O 2224 -1145 L - K 2223 -1174 O - N 2224 -1145 K - 1 2457 -1416 N - M 2866 -1530 ��ggtffi1tttFd�����i Maximum Web Forces Per Ply (Ibs) Tens. Comp. Webs Tens.Comp. Webs o 047182 "; C - P 276 -266 M - G 801 -498 D - P 399 -129 F - M 293 -358 D - N 789 - 490 G - K 402 -129 .$ 7A1 N-E 300 -365 K-H 276 266 { E-M 100 -96 400165OFID6E1E10899A911F 81389SS F7 %This• draviing.bag .been electronirally,si;ned and sealed by Manuel Martinez, RE iFL tic; 94702) on the date sbosvn ,above usioga SHA-Imalkeaticailoncode, Pirnted copies; of [this docuiment. ate not considered. s!pned and sealed and the SHAM authentication code must be verified an any e!ectiunrc copies. "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! 4T" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building mation, by TPI and'SBCA) fog safety practices prior to pertorming these functions. Installers shall provide tempora� s noted o herwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propper y cations shown for permanent lateral restraint of webs shall have bracingg insfalled per BCSI sections B3, B7 or 61D, ate. to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. (tefer to TPI 1; orfor h acceptance any structure failure to build the g or cover page _ _ rn. The sui bdity y.com; [CC: www.iccsafe. A Job Number: 36CS00026 I Ply: 1 SEQN: 6683011 T14 / SPEC 4EBB 1828-Cali "C" /DR Horton AEBB 1828-Cali C. Qty: 1 FROM: RS DRW: Truss Label: A13 Wgt: 212.8 lbs / .. 09/07/2018 8'0"1 13'S"12 1 19' 26 41 f 29 } 33 3"8 + 39 8" 8'0"1 5'S"11 5'6"4 T4"1 27-15 4'3"8 6'48 G a5X8 MU4 TT 12 C D E F 6 F;-,- H @3X4 S� =U6(A1) B L=3 j6(Al) P O 3X8N M L K 112X4 �3X8 ®2X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ 13'4" 5W 20'8" F1' 8'1"13 5'0"7 5'9"12 7'2"5 2'9"11 4'S"4 6-2.12 1� 8'1"13 13'2"4 19' 26'2"5 29' 33'S"4 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), o =PLF TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.032 L 999 240 B 559 / 260 / 385 /- ! 257 / 6-0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.095 L 999 180 O. 325 / 147 / 161 10 / / 68-0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.014 K - - 1 752 / 342 / 531 /- / 1 / 8.0 Des Ld: 37.00 EXP: C HORZ(TL): 0.026 K - - Wind reactions based on MWF S Mean Height: 15.00 ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 2.0 B Min B Width Re 1.5 r9 q TCDL: 4.2 psf Soffit: 2-00 BCDL: 5-0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0-501 O Min Br Width Re - 9 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.424 I Min Brg Width Req = 1.5 B, O, & I are a rigid surface - Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0-663 Rep i Bearings B, O, & I require a seal plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0-18 Plate Type(s): IMaximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17-02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 27 0 F - G 520 72 -686 Top chord 2x4 SP #1 B - C --14 G - H Bot chord 2x4 SP #1 C - D 163 - I 659 095 627 -1095 Webs 2x4 SP #3 I D-E 435 -187 I-J 27 435 187 I 0 Bracing E - F 435 -187 (a) Continuous lateral restraint equally spaced on member. Or 1x4 "r" reinforcement. 80% length of Maximum Bot Chord Forces Per Ply (Ibs) web member. Same species & SRB grade or better, Chords Tens -Comp. Chords Tens. Comp - attached with Bd Box or Gun (0.113"x2.5",min.)nails @ 6" oc. B - P 449 - 232 M - L 631 - 280 yyb4Ailtddp P - O 456 -232 L- K 916 -485 ting K I 919 N M 635 485 AlaplateNare 5X6 except as noted. �,�$+_"`` »�+✓ ° - -280 lr r. Wind ;` D Maximum Web Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. z Webs Tens.Com Websl Tens. Coin p. P- " C-P 312 -44 M-F1 225 -2 w`v C-O 418 -646 F-L 191 -141 mfTOF�. mac, O - D 178 - 97 G-LI 432 D-N 319 -410 L-H336 - 339 -449 ,g.«"# E - N 321 -398 H - K 235 -15 4,i i N - F 783 -1202 - 40 0165 OF 186E 1E 10 89 9A 911F BD 89 55 F7 'This, drawing has been efettweicalty signed: and sealed by Manuel Maldneza P.E. (FL. lic 947182) od she, date shown ,above using a SHA-lauthwlvffloncodc ; Punted copies„of ;)his,;docoieeot,.aie�notioasidered signed sand sealed and, th' SHA-1 auttiemication,'code. must be vetNitii odaoy eteRronk copies. ' "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, adivision of ITW Buildin Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page- - listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. FTru /4 Number: 36CS00026 B 1828-Cali "C" /DR Horton EBB 1628-Cali "C" Truss Label: A15 Ply:1 SEQN:6683031T11/SPEC Qty: 1 FROM: AH DRW. Wgt: 208.6 Ibs .. / ... 0910712018 T '11"15 13'9"12 17'11"15 18' " 244"1 29' 333"9 7' 11" 5 13 4'2"3 8" 5-8"1 47°15 4'3 I H5X6 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 13'8" 5' 21' �1+ 7'112 11" 5 5'4"9 ° 2 4'8" } 5'6"5 1'5"11 7'1"12 '1"lI 13'6"4 1 ' 18'8" 24'2"5 25'8 � 29' Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 1 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Durationl: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber I Top chord 2x4 SP #1 Bot chord 2x4j SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1X4 "T" reinforcement. 80% length of web member. Isame species & SRB grade or better, attached with 8d Box or Gun (0. 1 13"x2.5",min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. I a division of 4'5"5 33'5'5 T ��Km3LX6(Al) 8'8 SEAT PLATE REQ. 1 �1 39' � 398" Snow Criteria (P9,Pf in PSF) DefI1CSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# LOG R / U / Rw / Rh / RL I W Pf: NA Ce: NA VERT(LL): -0.039 N 999 240 B 529 / 241 / 354 / - / 277 / 8.0 Lu: NA Cs: NA VERT(TL): 0.101 N 999 180 S 687 1237 / 346 / - ! - 18.0 Snow Duration: NA HORZ(LL): 0.014 M - - Q 1302 / 601 / 633 / - / - / 8.0 HORZ(TL): 0.027 M - - K 770 1350 / 528 / - / - / 8.0 Code / Misc Criteria Creep Factor. 2.0 Wind reactions based on MWFRS Bldg Code: FBC 2017 RES Max TC CSI: 0.569 B Min Big Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0.357 S Min Brg Width Req = 1.5 Q Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.564 K Min Brg Width Req 1 FT/RT:20(0)/10 0 () Mfg Specified Camber: e Bearings B, S, Q, & K are a rigid surface. i Plate Type(s): Bearings B, S, Q, & K require a seat plate. WAVE VIEW Ver: 17.02.02.1208.15 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ A- B 27 0 G- H 584 - 525 B - C 588 - 579 H -1 934 - 734 C - D 626 -488 I - J 935 -734 D-E 272 -106 J-K 1161 -1131 E- F 684 - 525 K- L 27 0 F - G 584 - 525 Maximum Bot Chord Forces Per Ply (Ibs) gRTt#� Chords Tens.Comp. Chords Tens. Camp. B - U 451 - 388 Q - P 657 - 571 R, U - T 445 - 329 P - O 652 - 571 *� T - S 444 - 325 O - N 652 - 571 C. S - R 340 -262. N -M 947 886 R - Q 340 - 262 M - K 950 - 887 STATE` Maximum Web Forces Per Ply (Ibs) *, w>°� Webs Tens.Comp. Webs Tens. Comp. ORA 52 ° " U D 209 P H -13-2 - -208 - . SERIAL 4 D-T 109 -31 H-N D - S 751 - 751 N - J 171 523 -61 -429 4ODl65OFlB6E.1E10999A911FBD89SSF7 S-E 196 -241 1-N 374 -383 `TIThis drawing has been etectionica8y,drined and stated,.by E - Q 500 - 398 J - M 223 - 31 -Masud idanlnef P E:. OL tfo, NAM on the date shown G - Q Z76 - 324 ,above using a SHh-1 authentication Code. Printed copies}Af thrs'dkumevt are�nof.considesed: signed and sealed arid, the SHA-1 authentication code must be vetdied wimy elecuoaie tnpie;. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS in g Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ills PI 1, or for handling shipping, installation and bracing of trusses.A seal on this d9awing or cover page �s acceptance of professional engineering responsibility solely for the design shown. The suitability it any structure is a responsibility of the wilding Designer per ANSI1TPI 1 Sec.2. Job Number: 36CS00026 Ply: 1 SEQN: 668310 / T20 / SPEC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: RS DRW: Truss Label: A16 Wgt: 203.0 Ibs / ... 09/0712018 T 9'11"15 13'9"12 18'8 22'4"1 29' 33'3"6 39'a" 7' 2'11"15 13 T13 4'10"4 3'8"1 67"15 4'3"B 6'4"B SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 1318" 5' i21' AL 1' 7'1"12 1 Z'1115 3'4"9 5'1"12 3'6"5 6'9"11 4'5"4 62"12 1' 7'1"12 1D'1"11 13'1"4 18'8° 22'2"5 29' 33'5"4 39'8" j� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) I i 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 / (2L / W TCDL: 7.00 Speed: 160 mph Pf, NA Ce: NA VERT(LL): -0.037 M 999 240 B 527 / 239 / 338 / - / 317 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.097 M 999 180 P 730 1273 / 339 / - / I 1 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.013 L - - O 1229 / 557 / 597 / - / j / 8.0 Des Ld_ 37.00 EXP: C HORZ(TL): 0.025 L - - J 787 1358 / 529 ! - /1 180 NCBCLL: 10.O0 Mean Height: 15.00 it Code / Misc Criteria CreepFactor. 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.BCDL: 5.0 psf psf Bldg Code: FBC 2017 RES Max TC CSI: 0.591 B Min Brg Width Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Sid: 2014 Max BC CSI: 0.329 P Min Brg Width Req = 1.5 O Min Brg Width Req = 1.5 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.513 J Min Brg Width Req = 1.5Bearings Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: B, P, O, & J are a rigid surface. GCpi: 0.18 Plate Type(s): Bearings B, P, O, & J 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 chord 2x4 SP #1 A - B 27 0 F - G 25 -746 Webs 2x4 SP #3 B - C 644 -570 G - H 929 -813813 Wind C-D 696 -515 H-1 935 -783 Member design based on both MWFRS and C&C. D - E 405 - 316 I - J 1146 -1160 E- F 724 - 746 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. toot ilifIf ft B - R 442 -392 O - N 623 -570 �R1=ibM.. f M 8 R - Q 382 - 307 N - M 616 - 571 �0w*�ri '�v Q - P 382 -304 M - L 972 -870 Ito.. P - O 473 - 386 L - J 975 - 871 " Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 4 w`a C-R 192 -74 O-G 1701 -1524 R - D 236 -105 N - G 216 -4 "»• D-Q 79 -7 G-M 137 -36 ' D - P 916 -804 H - M , 3B8 -321 P - E 170 - 241 M - 1 487 - 394 'SEA . L# E - O 480 - 437 I - L 204 - 33 40016SOF186E1EiO899A911FBD895SF7 F-0 167 -237 Tbis�dtawing- has been elecionicafy.;sIgned,and sealed:6y rvianuei. Martine, MU. SAiiK6,0'a tbe date, sbowa ,above using SHAAauthentication.code. --Primed copigs;dt tb!s "doaiment are noCidaildered.signed 'and sealed and -the SHA-1 auth"Caciva code mast be ver8ied gn;al elect a copies' V *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT*" FURNISH, THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re utre extreme care in fabricating, handling, shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anSBCA) fsa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSL Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro efly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 83, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinpp �Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI�tPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of rolessiona engineering responsibility solely for the design shown. The suitability and use of this pawing for any structure is the responsibility of the building Designer per ANSIrrP11 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al inefw.com; TPI: www. inst.o ; SBCA wwwsbcindu .com; ]CC: wwwiccsafe.ora Job Number: 36CS00026 Ply: 1 SEQN: 6682311 T2 / GABL 4EBB 1828-Cali "C" 1DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: iB1GE Wgt:134.4lbs / ... 0910712018 1D'a• 21'4• , 1018" -10'8" 2'8• —+ 1'4" -� (TYP) I E4X4 f " 1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.110 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4j SP #1 Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements - 21W LEE 21'4" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Pf: NA Ce: NA VERT(LL): -0.001 H 999 240 Lu: NA Cs: NA VERT(TL): 0.002 AE 999 18( Snow Duration: NA HORZ(LL): 0.002 J - - HORZ(TL): 0.003 J - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.10E TPI Std: 2014 Max BC CSI: 0.033 Rep Factors Used: Yes Max Web CSI: 0.088 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 40 0165OF 136E.1E 10 899A 911F OD 89 SS F7 %This'�dmwing has-been efectionicalty;signed and;sealed,by Manuel Manhtar; P.E. (FL`,ric.. &'471B2f on the date shovin above using a 5HA-i authentication code. Punted copies„of Nis downietrt�aie nint considered signed •and seated and:, the SHA-1 ambenticitioncode most be verified odany electrons copies. - 1' -j ♦ Maximum Reactions (Ibs), or *=PLF Loc R /U /Rw /Rh /RL /W P* 81 / 37 / 39 /- / 11 1265 Wind reactions based on MWFRS P Min Big Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 1-1 304 -24 B - C 87 -120 J - K 253 -21 C-D 80 -90 K-L 202 -23 D-E 105 -71 L-M 154 -43 E-F 153 -50 M-N 105 -64 F - G 202 -29 N - O 74 -84 G-H 253 -21 O-P 81 -113 H -1 303 -24 P - Q 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B -AE 175 -108 X - W 192 -107 AE-AD 183 -110 W-V 191 -107 AD -AC 185 -110 V - U 189 -106 AC -AB 188 -111 U - T 187 -106 AB -AA 190 -112 T - S 185 -105 AA-Z 191 -112 S-R 183 -104 Z-Y 192 -113 R-P 175 -103 Y-X 192 -107 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Camp. 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 vire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, byy TPI anr7'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or �10, e. Appty plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to 60A; Z for standard plate positions. a division of ss In conformance with ANSIl1 f'I i, or for handling snipping, Inst Ping this drawing indicates acceptance of professional eng d use of this drawing for any structure is the responsibility more information see this iob's aeneral notes Daae and these web sites: ALPINE: failure to build the g or cover pa e_ in. The sus bthty a Job Number: 36CS00026 Ply: 1 SEQN: 668232 / T3 / GABL 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: C1GE I Wgt 78.4 Ibs .. / ... 09/07/2018 T 14' i 7' 7' 1'8" � TYPI I G---4X4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 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 Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements - 14' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Loc R / U / Rw / Rh / RL / W L• 84 139 / 40 /- / 12 1168 Pf. NA Ce: NA VERT(LL): -0.001 F 999 240 Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.002 E - - L Min Brg Width Req = - HORZ(TL): 0.002 E - - Bearing B is a rigid surface. - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0-118 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2014 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp. A - B 27 0 G - H 213 - 26 Rep Factors Used: Yes Max Web CSI: 0.061 FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 14 -66 H - 1 157 -48 Plate Type(s): C - D 61 -28 I - J 105 -69 VIEW Ver: 17.02.02.1208.15 WAVE D - E 113 -17 J - K E-F 165 -14 K-L 87 -89 84 -106 F-G 221 -17 L-M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chord' Tens. Camp. B-V 145 -46 R-Q 164 -49 V-U 153 -47 Q-P 159 -51) U-T 158 -48 P-O 155 -51 T-S 161 -49 O-N 150 -53 S-R 164 -49 N-L 144 -55 �tilj011#1!P4011 .. t�MA V �-,++••**. , �% Maximum Gable Forces Per Piy,(Ibs) Gables Tens.Comp. Gables Tens. Comp. o r. C - V 122 -56 Q - H 205 -83 471U, "+ D - U 115 -75 P -1 159 -72 :M. E-T 159 -72 O-J 115 -75 " F - S 205 - 83 N - K 1 122 - 56 STAU OF G-R 13 -89 i 40016b OF 106E1E 10 89 9A 911F 90 89 SS F7 %lhis'drStving has been electionically cipoea and'sealed•by =h}aaud Mattinerf P.E. (F4 lia 494ilk) on the, to sbovm 'above.usia"giiA-lauthentication code. Psinied'coples at this;Aowipeat ase iiotc[oasidereQ sipped ,and sealed and the SHA-i.aatheatitWon code, must be lveritieG ariany eleRroniecopies. **WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! *`IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) r safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 10, as applicable. Apply pales to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise- (2efer tc, 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 drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. c.,. ",— W—a,... nntae — —1 th--h cif— Al PINE wunu alninnilw mm TPI-—tninct nm• RRCA-—chdnd—t-mm• [Cr, w imsnfa am Job Number: 36CS00026 Ply: 1 SEQN: 668233 / T19 / EJAC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 14 FROM: AH DRW. Truss Label: EJ7 Wgt 23.8 Ibs .. / ... 09/07/2018 SEAT PLATE REQ. 1 7' 7' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0I" C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4SP #1 Wind Member design based on both MWFRS and C&C. C Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.014 D - HORZ(TL): 0.025 D - , - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.496 TPI Std: 2014 Max BC CSI: 0.368 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 ka 047i8g' STATE OF 400165OF 188E1E10994A911E OD89SS F7 :This drawing has been electionicapysigned and sealed by Manuel 'Mart!nec,f P.E. (FL.-Lic.- L' lk), an the date sbovio ,above using SHA-lauthen ication code. PiiMed copies M�t6is.daitimeM. aie'not;cansideredsigned rand sealed and the SHA•1 authesditetion. code must be ver8ied on"any electiodic,mpies. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 336 / 117 1259 / - 1173 / 8.0 D 127 /20 /101 /- /- 11.5 C 171 /133 /91 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 77 -151 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, byy TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly llid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or t 10, e. Apply pales to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 60A' Z for standard plate positions. a division of ITW BuildinQQComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSITfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ce of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. } Job Number: 36CS00026 Ply: 1 SEQN: 668234 / T16 / JACK 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" Qty: 4 FROM: AH DRW: Truss Label: BJ5 Wgt: 16.8 ibs .. / ... 09/0712018 C 77 11'2"11 12 6 • M O is'J CV (7 CM 2X4(A1) B T A 0 00 D SEAT PLATE REQ. 5' 5' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RI B 263 / 96 / 208 /- / 1, 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 / 70 /- / � BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 D - C 119 / 93 / 62 /- / Des Ld: 37.00 EXP: C HORZ L 0.008 D - - R )� Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 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 Code: FBC 2017 RES . Max TC CSI: 0309 D Min Br Width Re - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.182 C Min Brg Width Req = - Bearing B a rigid surface. Spacing: 24.0 " P 9� C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. r Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Pei Wind Duration: 1.60 WAVE VIEW Ver. 17-02.02.1208.15 Ch d T C Ch a� Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. d0M65OF186E1E10899A91IF BD89S5F7 ibis drawing has been eleeronicady,%iyned aAj sealed, by Manuel Mart!iiex p A(M Lic,. W182) on the date -shown /W 18.0 / 1.5 / 1.5 Ply (Ibs) Tens. Comp. A-B 27 0 B-C 53 -120 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 or s ens. omp. or -aboveusinga SHA-iaothemication code,. Fibded'coples'ot Ali ''docoroera afe,Ain �,Considered signed �aod sealed atd: the code code must be Everdied on anyelearodic copies. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rey-ire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edifion of BCSI (Building Component Safety Information, by TPI an7'SBCA) t safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted citherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or t 10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to draWings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�rL�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 rawing or cover page listing this drawing,indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec. 2. For more information see this ioUs general notes page and these web sties: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA www.sbcindu .com; [CC: www.iccsafe.org Job Number: 36CS00026 Ply: 1 SEQN: 668235 / T17 / JACK 4EBB 1828-Cali -C"/DR Horton /4EBB 1828-Cali "C" Qty: 4 FROM: AH DRW: Truss Label: BJ3 Wgt 12.6 Ibs / ... 09/07/2018 Loading Cri TCLL: 2( TCDL: 7 BCLL: 0 BCDL: 1c Des Ld. 3i NCBCLL: 1( Soffit: 2 Load Duratic Spacing: 24. Lumber Top chord Bot chord Wind Member d T SEAT PLATE REQ. C 10'2"11 T O to T � r N 8rpn 3' 1' 3' is (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSI Criteria ♦ Maximum Reactions (Ibs) Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 193 / 76 / 162 / - / 86 / 8.0 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 / 6 / 41 / - /- / 1.5 I Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - C 64 / 51 130 1- /- / 1.5 EXP: C HORZ(TL): 0.003 D - - Wind reactions based on MWFRS Code ! Misc Criteria I Mean Height: 15.00 ft Creep Factor: 2.0 B Min Big Width Req = 1.5 TCDL: 4. psf Bldg Code: FBC 2017 RES Max TC CSI: 0.174 D Min Brg Width Req = - 1.25 BCDL: 5.0 psf 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. C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02 02 1208 55 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -105 SP #1 SP #1 based on both MWFRS and C&C. 4001 6SOF 186E SE 10899A 911E BD 89 SS F7 '-ltia drawing has'-been,eleafadraily;iigned and sealed by , Htanud Mart neeP.E (FL UG g47M4 on the date.s6owo above using a SHfi l autliefdration co&, Printed'iopies; d this:66bent iWoot4onsidered signed and sealed and the SM1M1eutherdication [ode muA'be �gerhied 0lYany elecdadk,capies��� � � ' Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re9wire extreme pre in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and'SBCA) toi safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insfailed per SCSI sections 63, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance 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 professions engineering responsibility solely for the design shown. The sulfability, and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. k Job Number: 36CS00026 Ply: 1 SEQN: 668236 / T18 / JACK 4EBB 1828-Cali "C" /DR Horton MEB6 1828-Cali "C" Qty: 4 FROM: AH DRW: Truss Label: BJ1 Wgt: 11.2 Ibs .. / ... 09/07/2018 12 6 F,� C 2X4(A1) B 4"3 � A D SEAT PLATE REQ. _F T /-� 97-11 co - O 818ti ch e Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL B 150 177 1145 / - / 42 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 / 10 118 ! - / BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.000 D - C -14 / 28 / 25 I - I -' Des Ld: 37.00 EXP: CMean HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 00 Height: 15.00 ft 9 CreepFactor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 2. TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.163 D Min B Width Re q - - Load Duration: 1.25 MWFRS Parallel Dist: D to h!2 TPI Sid: 2014 Max BC CSI: 0.015 C Min Brg Width Req = - � Bearing B is a rigid surface, i Spacing: 24.0 " P 9= C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Pe Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 4f) iIi 55 OF SB 6E SE iir 89 4A 411p B©84 S F7 ."This, drawing has•heen eleetionically.Agned wd Sealed-,.hy '16nud Martinez M'(Fr:"liar &A1s2) an the. date•shom -above>using a SkAauthtWcatiancode. Flinied`copies;;of,thif docuoiem ale not t6W4ered-signed and seakd -anti, the stlA-1•auehenucatiea code_must Ile I, led .on'any ekpioaic copies. P A-B 27 0 B-C r Ply (Ibs) Tens. Comp. 28 -19 Maximum Bot Chord Forces Pi r Ply (Ibs) Chords Tens.Comp. B-D 0 0 ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted d1herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache U rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 83, B7 or 610, as applicable. Apply plates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with AN PI 1, or for handling shippinlq, installation and bracing of trusses.A seal on this dirawing or cover page_ listing this drawing,indicates acceptance of professions engineering responsib!lity solely for the design shown. The suitabildy and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Fnr mnra info atinn see this ioh's neneral notes oaae and these web sites: ALPINE: www.aioineitmoom: TPI: www.toinstmm: SBCA: www.sbdndustry com; ICC: www.iccsafe.orp _ Job Number: 36CS00026 Ply: 1 SEQN: 668237 / T21 / HIP_ 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 2 FROM: AH DRW. Truss Label: 'CJ7 Wgt 42.0 Ibs / _.. 09/07/2018 67 9110"1 6'3" 37" 4 3 1 G SEAT PLATE REQ. I� 5" 6'1"4 ` 3'2" I S" i i 6'1"4 9'3"4 9'101 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NE TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: 11 Snow Duration: NA EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 42 psf Code / Misc Criteria Soffit: 2.110 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: 3.00 It Rep Factors Used: Yes Loc. from endwall: Any 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 93 Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 0 pif at -1.41 to 55 pif at 0.00 TC: From 2 plf at 0.00 to 2 pif at 9.84 BC: From 0 pif at -1.41 to 4 pif at 0.00 BC: From 2 pif at 0.00 to 2 pif at 9.84 TC: -7 lb Conc. Load at 1.41 TC: 128 lb Conc. Load at 4.24 TC: 238 lb Conc. Load at 7.07 BC: 23 lb Conc. Load at 1.41 BC: 103 lb Conc. Load at 4.24 BC: 179 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL VERT(LL): 0.015 G 999 240 B 330 / 208 / - / - / - VERT(TL): 0.041 G 999 180 E 385 1175 / - / 0 / 0 HORZ(LL): 0.004 F - - D 29 114 1- 1- l - HORZ(TL): 0.008 F - - Wind reactions based on MWFRS Creep Factor. 2.0 B Min Brg Width Req = 1.5 Max TC CSI: 0.241 E Min Brg Width Req = - Max BC CSI: 0.326 D Min Brg Width Req = - Max Web CSI: 0.256 Bearing B is a rigid surface. Bearing B requires a seat plate. Mfg Specified Camber: / 10.6 / 1.5 / 1.5 VIEW Ver: 17.02.02.1208.15 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 14 -11 C-D 55 -72 B - C 330 - 650 SERIAL# 40 0165 OF SB 6E 1E 10 89 9A 911F BD 895S F7 "iids`drawing bas,been.dectrgnically,signed and'sealed by Manuel Martine:, P.E. (FL tic. 9471N) on the date sbovin' above usloga SHA-1autheadcatlon.code. Printed-copies,;of this eowment are nkconsidered signed ,and sealed and the MA-1 authenticationcode'must be verdied on5any eleaionic'rayles. Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- G 604 - 290 F- E 0 0 G - F 591 - 288 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - C 286 -47 C - F 345 -709 *"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "impoRTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety. Information, byy TPI anr7 SBCA) for satPety practices prior to performing these functions. installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. Apply prates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f�efer to 60A Z for standard plate positions. a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI fPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ;e of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Ort 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 __.Ora 140 mph Wind. Speed, -15'_ Mean Height, Enclosed, Exposure D, Kzt = 1,00 _- nr.-Ian_mmh_LlInA CnvPd-15' Mann_WMnht._Prtr_tlaltV_Fnclnspci. Exoasure D. Kzt = 1.00 S 2"Brace Gable Vertical pacing Species Grade No Braces (1) lx4 'L' Brace x a) 2x4 'L' Brace )9(2) 2x4 'L' Brace xw (1) 2x6 'L' Brace x (2) 2x6 'L' Brace x Group A Group B Group A Group H Group A Group B Group A Group B Group A Group B #1 / #2 3' 10' 6' 7' 6' 10, 7' 9' 1. 9' 3' 9' 7- 12, 2' 12' 8' 14' 0' 14' 0' - S P F #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6- 12, 0' 12' 6' 14' 0' 14' 0' < Stud 3' 8' 5' 9' 6' V 7' 8' 7' It' 9' V 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' Q HF Standard 3' 8' 4' 11' 5' 3- 6' 7' 7' V 8' ill 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' 1t, 7' 10, 8' 2' 9' 4' 9' 9' 12' 4' 12, 9' 14' 0' 14' 0' -� S P #2 3' 10, 6' 7' 6' 10' 7' 9' e' V 9' 3' 1 9' 7' 12' 2' 1 12' 8' 14' 0' 14' 0' #3 3' 9- 5' 3' 5' 7' 6' It' 7' 5' 9' 2' 9' 7- t0' 11' ii' 8' 14' 0' 14' 0' D F L Stud 3' 9- 5' 3' 5' 7- 6' 11' 7' 5' 9' 2' 9' 7- 10, ill Ill 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2- 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' V 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' Il' 0' 13' 11' 14' o' 14' 0' 14' 0' :p S P F 143 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10, 5' 10' to, 13' 9' 14' 0' 14' 0' 14' 0' U Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' O F Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10, 5' 10, 10, 12, 8' 13' 7' 14' 0' 14' 0' #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' / S P #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0- 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' 0' 01 D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, It' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2- 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10, 10, li' 10' 12, 7' 14' 0' 14' 0' 0 #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 7- 8' 2' 8' 5' 9' 8' 10' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' LDl f Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' O F Standard 4' 7' 1 7' 0- 7' 5' 9' 4' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X #1, 5' 1' 8' 5' 8' e' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 10' S' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 9' 7' 4' 7' 10' 9' e' to, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' + D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' li' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11, 6' IV 0' 13' 7' 14' 0' 14' 0' 14' 0' About i� able Truss Dlagonal brace option T vertical length may be doubled when diagonal 18 )K brace Is used. Connect L I diagonal brace for 600# 'L' at each end, Max web I Brace total length is 14'. I 2x6 DF-L #2 or g45*45• better diagonal 'r Vertical length shown brace! single 8' In table above. I or double cut L 1 (as shown) at upper end Connect diagonal at ' midpoint of vertical web. ly, Refer to chart above for 11 rwVARMMG-- READ Alm FOLLOW ALL NDIES-QT THIS DRAWDag w.WMTANTM FURNISH TMIS PRAVING TO ALL CONTRACTORS MMUDINE THE MSTALLER& `: 1 Trusses require extrene care In fabrlaotbrg, handling.-.Wpping, InstOILMQ and bracing. Refert to and 'z follow the latest adItlon of SCSI (Budding Consonant Safety Information, by Tin and SBCA) forl.safety practices prior to performing these functlo%. Installers shall provide temporary Mating per ,1S1, , Unless noted otherwise, top chord shall have properly attached structurol sheathing vW bott5 chord r shall have a properly attached Hold cetUne. Locations shown For permanent lateral restraint of webs d fl (� shall have brodng Installed per BCSI sections the J or 810, as oppllcaWa. Apply plates to each face l l I 11`^I--' of" and I 160 ns shown above and to the Joins llota0.5, wlrss wted oth¢rNsa, I L- Orr Refer to drawVp 160A-Z for standard date posit ans �( Alpine, o divWon of ITV BuAding Canpone to Inc, shall of be responsible for any deviation from n AN R'W COMPANY dds drawing, any foltura to build the truss In confarnonce with ANSI/TPI 1, or for handling, shipping, s� Installation L brodng of trusses. A seol on this dmwbv or cover page listing this drow4lo, blAcates acceptance of Professional 9 ( structure 4s solely for the design shown The sultahBltyANnd we of this I Sethi WasIng 13309 Lakehent Drive Y � responsibility of the BWUMg Designer per Earth City, MO 03045 For hero information see this Job's general notes page all these web sltew ALPINEI wwwalminalte.cam, TPI1 www.taMstarot SECA' wwwsbcMdu9trV.0rW IM www)ccsafeaM Bracing Group Species and Grades - Group AI S ruce-Pime- Fir Hen -Fir #1 / rd #2 Stange#2 Stud #3 Stud1 03 IStandardi Dou las Flr-Larch Southern Pinexxw #3 #3 Stud Stud Standard IStandard Group BI Hen -Fir #t 6 Btr #1 Dou las Fir -Larch Southern Plnewww #1 #1 #2 #2 lx4 Braces shall be SRB (Stress -Rated Board). xwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plF over continuous bearing (5 psf TC Dead Load), Goble end supports toad from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3,0' min) nal(s. )K For I 'L' bracer space nalls at 2' In 18' end zones and 4' oc. between zones. NEWFor (2) 'L' braces, space malls at 3' o.c. In IS' end zones and 6' o.c, between zones. 'L' brodng must be a minimum of 80% of web member length, 11 Gable Vertical Plate Sizes than 4' 0' 2X3 Greater than 4. 01, but less than il' 6' 3X4 Granter than 11' 6' 4%4 Vertkal Len th No S lice Less Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF _ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 A l'iw OF�O� 'a: MAX, TOT, L.D. 60 PSF AX. SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-10i 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nn, 19n —1,, WIn,9 Snooty_ 7n' Menr, Holnht. Partin i,v Enclosed. Fmosure n. Kzt = 1.0o S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces (1) lx4 'L' Brace is (1) 2x4 'L' Brace w (2) 2x4 'L' Brace log W 2x6 'L' Brace w (2) 2x6 'L' Brace ■ Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' C' P F #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' l' 11' 3' 11' it, 13' 7' 14' 0' US U u (� stud Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' ii' 13' 7' 14' 0' IH r 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' Il' 9' S. to, 4' 13, 1' 0 14' ' Q) #1 3' f0' 1 6' 4' 6' 7' 1 7' 6' 7' 9' 1 8' li' 9' 3' 11' 9' 12, 2' 13, 11' 14' 0' —� S P #2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 1 14' 0' 03 3' 7' 4' 10' 5' 2' 6' 5' 6' IS' 8' 9' 9' 1' 10, 1' 10, 10, 13, g' 14' , (U Di- L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' to, 10' 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 111 9' 7' 12, 2' 13' 0' r #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' to, 1' 10' 6' 13, 3' 13, 9' 14' 0' 14' 0' _U �" ) _ S P f #3 4' 0' 6' 7' 7' 5' 8' 4' 8' S. 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' U Stud 4' 0' 6' 7' 0 7' ' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' O H F 1 Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' it, 10' 4' It' t0' 12' 8' 14' 0' 0 14' ' #1 4' 5' 7' 3' 7' 6' 8' 7' 8' il' 10, 2' 10' 7' 13, 5' 13' 11' 14' 0' 0 14' ' S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' to, 6' 13' 3' 13' 9' 14' 0' 14' 0' 03 4' V 5' 11' 6' 4' 7' 11' 8' 5' lol 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' Q1 D F L Stud 4' V 5' 11' 6' 4' 7' It' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10, 2' 11' o' IS' 9' 14' 0' 14' C' _Q #1 / #2 4' 8' 7' it' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d S P F 03 4' 5' 7' 7' 8' V 9' 2' 9' 6' to, 11' it, 5' 14' 0' 14' 0' 14' 0' 14' 0' LD U O LJ C- I � k Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' l0' 11' 11' 5' 14' 0' 0 14' ' 14' 0' 14' 0' Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14, 0' X S P #1 4' 10' e' 0' 8' 3' 9' 5' 9' 9' 11' 2' it, 8' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' 8' 7' 11' 8' 2' 9' 4' 9' e' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d c #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' il' 0' 11' 6' 14' 0' 14' 0' 14 0' 14' 0' D F L Stud 4' 6' 6' to, 7' 3' 9' 1' 9' 7' ill 0' I1' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1' 6' 5' 8' 1' 1 8' 7' 10' If' 11' 5' 12' 8' 1 13' 7' 14' 0' 14' 0' Atioutj� able Truss Diagonal brace option, T vertical length may be doubled when dlagonat eDF-L 18' W brace Is used. Connect L I diagonal brace for 690# at each end. Max web Brace total length Is 14'� ilf31E i better diagonal T Vertical length shown brace) single 8, In table above. or double cut L 1 45' (as shown) at iupper end. Connect diagona-L at midpoint of vertical wek F9 AN IiWCOMPANY 13389 Lakefront Drive Earth City, MO 63045 LLy �Il� `Ul, Refer to chart above for max gst6te' rftNMy leng .wVARNINGVa READ AND FDLLOV ALL NOTES ONT19S DRAVINGI "\N , ` ..DL-MTANTw. rURNISH THIS DRAVWG TO ALL CRITRACTMS INCLU➢BIG THE INSTALLERS, `I , Trusses require trene care 1.k f.bratha, handling, shipping, instalting and bracing. Refer to and `�� Ej�S� C. 11ow the latest edition of SCSI (Budding component Safety information, by TPI and SECA) for safety pr ctkes prior to periorning these functions, installers shall stma temporary bradng per BCSL - - - Unless rated otherwise, top attached chord l shall have properly attached permanent ItUrarnp and bottom f chard No shall have properly ailed per rigid sections Locations113.8 shorn for permanent Iatarnl restraint of wets - shall have hratlrng Installed per HCSI sectlans H3, B7 or H10, s applbable. Appty plates to each face of truss and podtion as shorn above and on the JOInt DetaIs, unless noted otherwise. Refer to drawings 160A-z-for -for-standard plate positions, c ACE OF Alpine, a division of ITV MdinInc. shalt Components Group Inshall not be responsible for any deviation from this drawing, any fall-. to build the truss in conformance with ANSI/TPI 1, ar for handling, shipping, Q Instatlatlon L bracing of trusses A seal on this drawing or cover page listNg this drawing, Indicates acceptance of professkxnat engeneerbg responsanBlty solely Por t1x design shoes. The sultabWty and use of this tlrowing R far any Strua4c'F Is the respardibWty of o Bu1lMg Designer per ANSVTPI 1 Sec2. For more Information see this Job's generat notes page end these web sites igf�ff ��� ,`a Last ALPIND wwe.alpineltw.com) TPH —Apnstorgi SBM w sbcintlustry.org) ICp —.1-safeor0 }'s l9p1A 1�4 Bracing Group Species and Grades) Group AI S ruce-Plne-Flr Hem-Flr NI / #2 istandard N2 Stud 4Stud 03 Standard Dou tas Fir -Larch #3 Southern Pinewww #3 Stud Stud Stnndnrd S' am Group BI Hem -Fir al 4 Btr N1 Dou Ins Flr-Larch at Southern Pinesww at a2 #2 Fx 4 Braces shall be SRB (Stress -Rated Board).wFor 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detait Notes, Wind 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 V 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d <0.128'x3.0' min) naps. X For (1) 'L' brace- space malls at 2' ac. In Is' end zones and 4' o.c, between zones. )K*For <2) 'L' braces- space nails at 3' o.c. In IS' end zones and 6' o.c, between zones. 'L' bracing must be a minimum of 80X of web member length. Gable Vertical Plate Sizes Vertical Len th No S lice Less than 4' 0' 2X4 Greater than 4' 01, but I 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 DRWG A1603GENC101014 TOT, LD, 60 PSF MAX, SPACING 24,0' r, s0'tr2 ❑NI3t/ds 'XtJW CJG'e;vS=rAAA 001 lt" di gsaaa FMS t8Jvis4as■ qdl luao'A,H84dl "a r3N[dPo ma;.p qa& aseyi puo eo sai� ou lammae 9.qo *as uopowo� a Jo; sm olv'Am pq _.� Tp �. -�-- aaav aa> u� °w aayyiiAumwuoftwe�.+"3'""awe+. 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Hip Frame Details Hip Frame 2; I'R' kthed Use this detail ASCE 7-10, 180 for, mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss manufacturer, ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame Is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated, Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So, Pine lumber. anels must be properly attached directly 0 Residential, Wind TC DL=4.2 psf, Kzt=1,00 To hln,ur To hiQr'f� P%wrlins, oBtPDRTMT �Ft MVM TMID O FOLLOW CW R�TRS w�ixuB�IttA: THE DATALLUM ` P� GLNafs, r��, REF HIP FRAME Trusses .quire trene care h fobrimtlnp• hondlhp, sNpphp, hstnllbp ord brathp• Re Far to and '� V\ Un fallow th*'t ione coition of BCSI (&,¢ding C[nponant Snfecy Infornatlon, by TPI and MAI for safety nl ` j� 'y DATE 10/01/14 pr [ticespr to perForning these functions. Installers shop provide tergwrary bradnB p¢r BCSI. _ �V lMless neotherwise, top chord shoN have properly attached structurnl shanthhp and button chord S�' _ DRWG HIPFRI801014 r shall havproperly Attached rigid calling Locations shown for pernanant lateral rostraht of webs. �n� shall havand VsI hstas s per B SI and on, the J or Blo• as applicable, Ies%no Apply plates to each Face �{/,�/eta ` d i111j1j�,,�__.J� of trussnposlSWn as shown above and an the Joint Deta0.s, vvnlless rated otherwise. _ __ S'IH`--OF- Refer - todw gs-IBDA-Z-for-standard plate -positions.--- - - - �-�- - - Abine, Won of IN Bukdinp Zp=gs Group Inc shot( —t be responsible for anyy devlotlon fron A% /Q AN rrwcommw this dro.ing, any fn)ure to InAd the truss In confgrnance with ANSI/TPI 1, or For hand9ng, shipping, /��f hatallotlon 6 braWg of trusses. �{y�O �` A seat on this drawing or cover page listing this drawling, :,r fm as noceptnnce of professional for M this drawing --Tr solely 01 the deaiwn E/n� Th. iDesigner per I Sect. s[ !1, T3389 Lakeftont Ddve amity of fhe Bu0. ''!#y �,Yl`\M 11>>t Earth Cily,M063045 Fr More Infgrnatlon see this Jobs genernl notes page and these eb sltecr f)a:7))1)fI11\tt1j1 ALPMO wwwalphaKw.coni TPB wwwAphst—it; SBCAi wsw.sbchdustrywgi ICO wewlccmfearo .j Valley Detail - ASCE 7-10; 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1.00 Top Chord 2x4 SP-#2N7-SPF—#1/#2—DF-L—#2-or-bette , Unless�peclfie-d_atherw-Ise on=engineer's sealed design, for vertical Bot Chord 2x4 SP #2N or SPF #1/#2 or better. valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, 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 mld-length of web is permitted with diagonal Xx Attach each C2) 6 valley to every supporting truss with, 35' 35') I t - It d f bracing as shown in DRWG BRCLBANC1014. 1 d box (0.1 x na is oe na a or 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. AR plates shown are ITW BCG Wave Plates, -3X4 12 12 Max, I- 2X4 X4 f-- 8-0-0 max --i 4X4 12 12 Max. I C] 1X3 1X3 1X3 5X4/SPL Top chord of truss beneath valley set must be braced with: properly attached, rated sheathing applied prior to valley truss installation, Or Purlins at 24' o.c. or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. Wxx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0', Valle Spacing Pitched Cut Bottom Chord Valley � Le-nall.ed wa p9 2X4 F aG» � SQ 2X4 4X4 Square Cut Stubbed Valley ❑ptional Hip Bottom Chord End Detall Joint Detail 20-0-0 (++) at & o.c. I Plan Supporting trusses at 24' o.c. maximum spacing, `tttt111{Ilill/l///, , -VARNBICan RFAB Alm FFfA1W ALL N=CT ON MS BRAVM �`` ��.L WIA9�,'', TC LL 30 30 40PSF REF VALLEY DETAIL MWMTAlfro FIMISN TIM BRAVM M ALL CaNTRACMRS OCL=Nr TEE MTALLERS. Trusses require eztr care In fabrIcatbg, hmdiing, shipping, Installing ord bracing, Refer to and - �11 ffperlallowk the Piles? edittom of BCS: LAding wpor n+. Safety e shouap"ra �'by PI wWry SOCnp p sc`ety ;`�, ���'l'" "�� � � �C DL 20 15 7 PSF DATE 10/01/2014 Unless hated o: ly1e, top chord shall have properly attachtd Structure She.thina and bottom tl+ord B"C DL 10 10 10 PSF DRWG VAL160101014 ahaU have a properly attached rig c M& Locatlons Shown for permanent lateral restraint of webs Q shall hava br`40V Installed per BCTI seetloni B3, 87 or B10, as nppliaabls. Apply plates to eoch face of truss ord position as sham ab.v and an the J hi 6.tans s, valehated Sherd". _ '0a � LL 0 0 0 PSF Refer to draw6gs I6BA-2 for stordard plate posltlons. Alpine, a .gvlsior. of 1TV B,dlt eoM—ts Group Im shalt not be responsible For m devlatkrf tram - TDT, LD. 60 55 57PSF AN RWOOMPAW this dradng, my faR-o to buad the truss In canforrwnc. with ANSLTPI L or for harapvp, sNppwg. Ti' �F NstaUotbn b bradng or trusses. 1 A seal m Vie dawwV or cover page Ustft thfe drawlg. YMcates acceptance of professlonnl AN engt.eert�p n�v� �ue�, safety for' the siso= whom The suttabUq oral use of ttds d-.bV .� (% /. (� r �� 1�` UR.FgC, 1.25�1.33 1.15 115 13389 Lakefront Drive For ar.y s�r.xtueu Is the rasponsmAlty of the BuuBng Bestgrgr per M6I/TPI 1 fi �`L' Earth City,A9063646 Far hare Inforrmtlan see this ,lob's enerat notes ppaayys and these web sties i `t�f� '.$,��� �� SPACING 24,0' ALPINE, wewulpineltw.caml TPL www.tpinstorgi SBCA, wwwsb[Industry.cral ICD eeek"afe.,g ri, lti �� Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 ppsf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10,Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0, Note% Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shod provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c, detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xx Refer to Enaineer's sealed truss design drawing for olanyback and base truss specifications. Detail A ; Purlin Spacing = 24' c,c, or less 12 enus unu a t. ev max U". SNauny %n ue vwrrr%, Detail B l Purlin Spacing > 24' o,ci 4' 12 Up to 12 Piggyback cap truss stant nalled to all top chord purlln bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 N3 grade scab (1 side only at each end) attached with 2 rows of IOd box nails (0,128'x3') at 4' o,c. Attach purlln bracing to the flat top chord using a minimum of (2) 16d box nails (0,135'x3.5'). P 't o.c. max ) 24 Chord Scab <Typical Each End) Cholyd Flat top chord purlins required at Depth both ends, purlln spacing > 24' o.c. Notes 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. oWARt@lfiDre READ AND FDLLOW ALL NOTES UN THIS DRAWING TO CONTRACTORS INMUDING THE INSTALLERS �1 4' eINPORTANTn FLOWSH THIS DRAVING ALL � qy r . 7. Trusses require extreme care In Fabricattrtg, hondling, shipping, Instating and braetsgg Refer to and %, fall,, the latest edltlon of SCSI (Buatlln0 Component Safety Information, by TPI and SBCAI for safety practices prior to perfomhg these fvctbns. Insf¢tlera shall provtda temporary bratlng per BCSI. V Ulesg mted otherwise, top chord shalt have properly attached struct—t sheathing wed bottom chord �jt�t, t shalt have a properly attached r4g1d ceWng. Locotbns shorn for permanent lateral restraint of webs shall have brnclnp Installed Per BCSI sections the J or llet asapplkabte. Apply plates to oath face = of trss and pposltins all shown above and on the Joint De,a unless noted/Refer`to-drowtngs`160A-2`far stantlartl�tate'posltbrs.-"' - ` - -- - - ---`Alpine, a divlclun of ITV BLAding Components Group Inc, shall not be responsible for nny deviation iron/AN ITWCQMPANY this d—Ing, any Failure to buad the truss In conFornonee with ANSLTPI 1, or for ha=, sNpping, �j Installation L bracing of trusses. A seal on this drawing or cover page Dstetg this drawing, kvAcatos necaptance of professiorml enghnrYg responsHtRlty sdMy far the drslpt shorn The sUtobNty and use of #cis dr1X1 for any strueturo Is site responsgdlty of the Busdhg Besagner per ANSI/iPI 1 Sec2 4q E.rth ity,M nt Dave For more hformntian see this job's eneral notes a and these web sites, Earth City, MO 630d5 AIPDO w„alolrMtw.cont TPB www.tohs.orogi SBCN wswsbcbiidustrv.orgl IC6 ►wwlccsaFeorg Piggyback cap truss slant nailed to all top chord purlln bracing with (2) 16d box nails <0.135'x3.5') and secure top chord with 2x4 k3 grade scab (1 side only at each end) attached with 2 rows of 10d box nalls (0.128'x3') at 4' o.c. Attach purlln bracing to the Flat top chord using (2) 16d box nails (0,135'x3.5'). The top chord #3 grade 2x4 scab may be replaced with either of the following% (1) 3X8 Trutox plate attached with (8) 0,120'xl.375' malls, (4) Into cap TC & (4) Into base truss TC or <1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'x1,375' nails. Note, Nailing thru holes of wave plate is acceptable. It In addition, provide connection with one of the following methods% Trulox Use 3X8 Trutox 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'xl.375' nails Into cap bottom chord and (4) In base truss top chord. Trutox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset 8'xB'x7/16' <min) APA rated sheathingg ggussets (each face). Attach @ 8' a.c, with (8) bd common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF t12, full chord depth scabs (each face). Attach @ 8' o.c, with (6) 10d box nails (0,128'x3') Per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. front to back faces, 28PB Wave Piggyback Plate One 28PB wave piggyback plate to each face @ 8' o,c. Attach teeth to pigg back at time of fabrication, Attach to suppor. ng truss with (4) 0.120'x1,375' nails per face per ply. Piggyback plates may be staggered 41 o,c. front to back faces. 24.0' EF PIGGYBACK ATE 10/01/14 RWG PB160101014 CLR Reinf orcing Member Sulostitution T-Reinforcement This detail Is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf. �\ Is specified on a truss design but an alternative web L-Reinf orcementl or reinforcement method Is desired, L-Reinf. Notesi 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 I row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4g0 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x60K) T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, 010 Center scab on wide face of web. Apply (1) scab to each face of web, Apply to either side of web narrow face. Attach with 10d (0.12810.0',min) naps at 6' o.c. Reinforcing member Is a minimum 807 of web member length. Scab Reinforcementl 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 807 of web member length; Scab (7 �� n NF Q 11 ILJ1� AN iiWCOMPANY 13389LaketrontDrive Earth City. MO 63046 —VARNINW- REAR AM MIMW ALL NOTES ON I= WAVBm'�., .. MRTMTM FURMSH TNIS BRAVING TO ALL CONTRACTORS INMUDING THE INSTALLERS, Trusses NQNYe -trene core In fabricating, handling, sWpphg, Installing and bracyg. Refer to and fogor the latest elon of ➢CSI CBulhsng Component Safety Information, by TPI and SBCA) for safety practWes prior to perfortdng these ft n tlons. Installers shall provide tempanry bracing per BC;! Unleas noted otherwise, top chord halt have property attached structural sheathing and bottom chord shall have a properly attached NBW cellhg. Locatlans shown for permanent ia% I restraint of webs chap havo bwtl hStalletl Per BCSI cocti— 23, B7 or BID, as applicable. Apply plates to each face f truss and position as shwn above and on the Joht Detals, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions Alpha,division f ITV Building Components Group Inc shad not be responsible far any deviation from the d wmp, ony faAure to bu0d the truss h conformance dth ANSI/TPI 1, or far SandUng sh pphg, installation L bratlng of trusses. A seat on this drawing or cover page llst4g this drawing, I„drates acceptance of professional e hp q sdelY far the design shown. TM sWtabglty and use of this drawing y siructirel is the respm�Ity of the BulMg Delprxr per ANSVTPl I Sect. for any ALPWEr etamnmi:.�o�r ;ria: h�xa, a� sB Nl ::.`.�,a a��and °ico ::w; ofe.arg qA i�� �� P` A/ ��� = 5 .� a7-1 dp " 9- �,. a j'j- `fs� `s' s°lei,L�n14 �°`� TC LL PSF TC DL PSF C DL PSF $C ILL PSF _ ❑T. LD, PSF REF CLR Subst, DATE 10/01/14 DRWG BRCLBSUB1014 DUR. FAC. 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J LENGTH T0. TRIM FILLER r EXISTING FILLER SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL. USE #2 OR BETTER <1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, LOCATE VERTICALS AT 4'-0' O.C, MAX., OR SEE NEXT OPTION, IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX, PANEL LENGTH). APPLY REQUIRED BRACING <SEE BELOW), OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES <OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS), JILATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' ❑,C. MAX. SPACING AND 10PSF MAX, CEILING LOAD., WITH THE EXCEPTIONS NOTED ON THIS SHEET STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS. LOADS IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME. DRAG LOADS CONNECTED TO THE FALSE FRAME. TOP CHORD APPLIED FALSE FRAMES, LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL, VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'), FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. N❑TEt FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME 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 REQ. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0,128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN, VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0,113x2.5') 2 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED, - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,120') x1.375' NAILS INTO EACH MEMBER (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) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT CONE FACE ONLY), WARNINCda READ AND MUM ALL !lOTF.S ON TM WLAVDGI o11VORTN411s FM4SH T10 BRAVING M ALL CQNMCTL9tS Di11MM DE IIKTALLOM Trusses req,dre eateene core In fabricating, handling, shlpphg, instal and bracing. We, to and follow the latest edition of HCSI (B,Eldlr,g Canpanent Safety Tnfornatlon, y TP[ and SBCA) for safety pprraact!ces prior to perfo [Ag these functions Installers sh*U provide tenporarryy brntlnp per BCSL UNess !wted otherW.Q, top chorr�d1a shalt have properAy attached structural sheatHng and hoiton d�oi shallad hve a properly attacheBCSld ceiling. Locations sham for pernanent lateral restraint of reb! d �lJ srot have brndnp Instnged per BCSL sections H3, B7 or BID, as applicable. Apply plates to each face 1 f�f IlU' of truss and r to pod Non ne sham above and on the Joint Berms, uNess noted otherwise. `ram Refedra hgs 16OA-Z far standard plate posltlons. Alpine, a dvlsion of RV Bu0.rAnp Conponents Group inc. shall not be responsible for any deviStlon fr AN RWCOMPANY this drnWng any Fallon. to bWld the truss in confornanca with ANSVTPI 1, or for handling, shipping, installation L bracing of trusse& A seal on His drasbg or rover page UstYp His drawing, buicates acceptance of profesr:w eng4ieer� re solNy far Hie design shown. The sWt bM ord use of tHs drnwlrrp 13389 Lakefront Drive for any siruc� twe Is fine respons6ttty of the BtA&V Drily per ANSI/ - I Sac2. Ea:!h City, MO 63045 For nore Wornatlon see this Job's general notes page and these eb sites, ALPINE, wratolneltw,con, TPD mtainst.wal SBCAI ww►.sbcbductryuxg, ICO r Jccsafeorg 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 mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1,00, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft Mean hgt, located anywhere in roof, wind TC DL=4.2 psf, wind BC DL=6.0 psf, Kzt = 1.00. Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0.128'x3.0', min) nails at 8' o,c, plus clusters of four nails where shown In figure below 00. NOTE: #2 is the minimum lumber grade allowed for all species NOTEi Add 210# uplift (max,) to reported truss uplift for wall connections. ■■ITrtmruTrw: � WAAD �f m °ai �MCTT01iSS IrTS UN a�'�wc` I'M DWAu.acc `�.� �''^ • `°Zi"'�• TOTAL TOP CHORD REF 2X4 SCAB O.H. Trusses require frame care In Pahrlcating, hanairg, shipping, Instnlilng and iorachg. Rrfer to and `gnu. �G%N$F F �s� LOAD NOT TO DATE 10/01/14 follow the latest edition of SCSI 011ding Component Safety Infornatlm, by TPI and SWAT For fety EXCEED 40 PSF pnctices prior to performing theca functions. Installers shall provide tenpa+ary hrntlng par SCSL Unless noted otherwke, top chord shalt have properly attached structural sheathing and batta„ h-d _ No f (DEAD PLUS LIVE) DRWG ❑HSCB2X41014 Shall have a properly attached rigid ceitin . 1-0-tions shorn for permanent lateral restralnt of webs stall have And para installed prr abo[ cand on the 87 or Be0.t ils applicable. no Applydot ptatwp to each face = y ------ - - -- - - ---- - - aF truss and ppas don as shown above and on She 17 or Details, uNnss noted othwrot __ It Refer -to d-.4,gs-l6BA-Z-for-standard-plote-positions-- - — - Alpine, a division of ITV Buldng Components GroutW Inc shall not be responsible far any deviation fro^ : Qr 4 AN RWCOMPANY this W-aeing, any fnIrae to w1d the truss In conformance with ANSVTPI 1, or for h-dUng, shipping, f A Instnllatbn 6 bracing of trusses. r /�, A seam this draeMg m -- page hating *ds d-0-46 F+Ncates acceptance of professional � �® �r W R,0 rYq respmS�tty solely far one design :frown. Thr ruAtabllity and use of ads draeNg � q. .� DUR, FAC, 1,15/1,25 13389 Lakefront Drive for anY` " struCtwew is ate reWa^SMIty of the Mang Oeslgner Per ANSI/iPI 1 Sec2. � 4 Q�@ � Earth City. M063045 fOr ^O poi �p��p ; ythis t ,gj°sB`CrA� nsbn�a4�`i tar or�gr Ica `wow cc`c fwarg Sr �©��` Tom, `' SPACING 24' ALPINO -- i . I I I 12 (2) 16d TOE NAILS O VARIES OPTIONAL SCISSORS BOTTOM CORD I I J—� (2) 16d TOE NAILS _ ? 8-0-0 MAX. SPAN i TYPICAL END JACK (EJ) N.T.S. 12 (4) 16d NAILS VARIES See Connection Detail i 3 OPnONAL WEB CONFIGURATION I � 3X4 (4) 16d NAILS i I See Connection Detail TYPICAL CORNER JACK (CJ) N.T.S. t i TYPICAL CORNER SET INSTALLATION TYPICAL LADING (P.S.F.) TILE: SHINGLES: TOP LIVE LOAD: i 20 20 ' TOP DEAD LOAD'+ 15 7 BOTTOM DEAD LbAD: 10 10 TOTAL: 1 45 37 STRESS jINC. 1.25 1.25 WIND DESIGN: MM. 160 MPH PER ASCE 7-10 MAYS 24- O.C. i "WARNING" Read & Follow all notes on this drawing. Furnish this drawing to all Pontractors including the installers. EJ w - a End Jack EJ c, eveled Jack (BJ) 'm W (BJ) m a CONNECTION DETAIL (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & BOTTOM �e�GJ 2x4 SYP Nailer 16" Long Top & Bottom use 16d boa Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. OPTIONAL WEB CONFIGURATION �tz7 B VARIES V (4) 16d NAILS See Connection Detail TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. yao9�erf9FP �i MANUEL MARTINEZ, P.E. '�r• �� ✓ •� a FLORIDA REGISTERED ENGINEER =-o- ��'Aa LICENSE # PE 47182 �'n STATE OF : �441 d T• � .4 O R .�•l�s�'0♦ ®eAAA99l�