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Home My WebLink AboutTRUSS4. V SCANNED BY RANEY COMPONENTS aney 19900 Independence Blvd. 7 Groveland, FI 34736 onrponents, LEc one: (352)429-9429 . (352)429-0304 . Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS00054 Printed: Tue, May 29 2018 J6b Informanton: Address: EORName and License Number, Custolrter Name: Creekslde Lot 54 DR Morton 8720 Cobblestone Dr Desc ption: City, state, zip: 4EBB 1828-Cali "C" Fort Pierce, FL Li>fuiny �n�urnrauun. Roof loads: Floor Loads: TC Lf : I TC Dead: I BC Live: I BC Dead: TC Live: TC Dead: BC Live: BC Dead: 0 7 0 10 0 0 0 0 Bldg. Code: Wind Std: Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pag7 or sheets covered by this seal from: 1 thru 24 Total 24 DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO y Al 2 A1A 3 A2 4 A3 A4 6 A6 7 A6 8 A7 A8G 10 B1 11 B2 12 B3 1 B4 14 B5 15 B6 16 B7 1 B8 18 Di GE 19 C1GE 20 EJ7 2 1BJ5 22 13J3 23 BJt 24 CJ7 1111111411tj` Digitally signed by Manuel Martinez 1MAI� ■ ■ I R c sen tive, oTrust ACES Business U Representative, ou=M AND E {iiASSOCIATES P.A., cn=Manuel Martinez, e* ' "0.9.2342.19200300.100.1.1=A010980000 • f 661484CF.SFE960000211F No 04718 tin ��"b e'2018.g5.2910:35:15-04'00' Adobe Acrobat DC version: 2015.006,30418 TAT E � 40 01 SA38 FF 5B 8180 813 7F 48 00 99 2E 85 F8 itdternhmb� tlt a :ystvam'.zrnJ utalcd by wt zd MArtAWA _ PE (FL. Ui:. FiTWJ M Me date MwV ra AMS u^.tt o a S WI 3tiifir118S^di iA'.JP P'x�asde Y,mxasithis dsxc'x::atat aac tot ttatxlAks d ilpuni mad=Iwi Z tFeSirAa aran catimvcode MWI twscrlfw rm mydmtmrk FILE COPY Page 1 of 1 Ili Job Number: 36CS00054 a ' "" - Ply: 1 SEQN: 668252 / T10 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 11 FROM: AH DRW: Truss Label: Al Wgt:-224.0lbs / ... 05/29l2018 L—r 1'6"r 6545 + 5'5"9 +39 + 65914 +1'6'7 649 1 SEAT PLATE REQ. 192X4 =4X6 =3X4 a3X8 =3X4 =4X6 111 X4 SEAT PLATE 39'6" 1' 6'2"13 5'9"3 2'0"1� 5'9"1 5'9"1 2'D°1�_ 59"3 6'2"13 1' r + 6'2"13 } 12 �14'D'-1� 19'101 + 257"1 2�- 33'5"3 + 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell L/# Loc R / U / Rw / Rh / RL B 1654 1709 1961 / - / 445 PY NA Ce: NA VERT(LL): 0.187 O 999 240 Lu: NA Cs: NA VERT(TL): 0.479 O 999 180 J 1654 / 709 1961 /- / - Snow Duration: NA HORZ(LL): 0.078 L - - Wind reactions based on MWFRS HORZ(TL): 0.140 L - — Creep Factor: 2.0 B Min Big Width Req = 2.0 J Min Brg Width Req = 2.0 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.666 Bearings B & J are a rigid surface. TPI Std: 2014 Max BC CSI: 0.600 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.593 FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per I Plate Type(s): Chords Tens.Comp. Chords VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G B - C 1492 - 3056 G - H WAVE C-D =-2466 H-1 D - E 1254 -2427 I - J E-F 1114 -1906 J-K Bracing Maximum Bot Chord Forces Per (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB or better, B - R 2673 -1193 O - N grade , R - Q 2670 -1193 N - M attached with 8d Box or Gun (0.113"x2.5",min.)nails ,fto 6" oc. ,. Q - P 2670 -1193 P-O 2104 -801 M - L L-J Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42'-high x 24"-wide clearance. Wind Member design based on both MWFRS and C&C. I�Io� 0 q �Ilf 4001SA38FF5881B06B7F4800992E95FB 0, ix Itf nM h dg:hs alex ft Q&f nod ad staIad6Y kSasxa.1 Kbn14" �,ri"L, tTs�C=rTE82f rtti litxda3zxkmva alasr..inga SHA•i xuiS;¢a;t�c^xaur3a. PrLit¢dcr�t€¢s�ict�s doca�¢:stam arot cxssx9t<exad s�rxa�xnd scaiad sxaE Xtc 3ax:4h¢¢tkatims¢o�a mtgF � zradf�l ¢xxamyd¢stimxnY_ ta3�. Maximum Web Forces Per Ply, (Ibs) Webs Tens.Comp. Webs T R-C 276 -5 O-G C-P 418 -596 G-N P-E 464 -164 N-I E-O 494 -776 I-L F - O 1385 - 751 —IMPORTANT'"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, b TPI anSBCA) r safety practices prior to performing these functions. installers shall provide tempora BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a pro l7id ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg ins lied per BCSI sections B3, B7 or 610, le_ ADDTV nlates to each face of truss and Dosition as shown above and on the Join Details. unless noted otherwise. 12efer to a division of ivi i,orrorr acceptance any structure ,—I ",u— - failure to build the g or cover page. . in. The suitability 114 -1906 >55 -2428 518 -2467 393 - W57 27 0 (Ibs) ns. Comp. 105 - 826 371 -1195 i71 -1195 i74 -1194 ns. Comp. *4 -777 t64 -164 08 -597 ?76 -6 aney. cihrjrvnents,ur v Job Nut;iber: 36CS00054 _ Ply: 1 SEQN: 668255 / T13 / COMN 4EBB 18 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM. AH DRW: Truss Label: A1A Wgt 260.4 Ibs .. / ... 05/29/2018 L 6'4"9 +1 fi 65415 + 5'5"9" I Z'9 4 4' - 11 5'1"7 — 37 6"'7 64 9 1 r F=6x12 III2X4 ERdx6 =ax4 =sz6 mv(4 0zx4 �4X10 SEAT PLATE REQ. 5'9°3 6'2"13 12 SEAT PLATE REQ. 39W 2'01 5'9"1 2'10" 4' 6'5°15 14'0"1 19'10" 22'6" 26'8" 33'1"15 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.244 G 999 240 B 1561 1708 / 960 / - / 445 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.669 G 999 180 K 1561 / 70B 1959 ! - /- 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.128 M - - Wind reactions based on MWFRS Des Ld: EXP' C . 37.00 HORZ L 0.240 M - - �) B Min Br Width Re 1.8 g q NCBCL Mean Height: 15.00 ft 9 Code / Misc Criteria Creep Factor. 2.0 P K Min Brg Width Req = 1.8 Soffit: TCDL: 4.2 psf 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.613 Bearings B & K are a rigid surface. Load Du I10.00 BCDL: 5.0 sf P tion: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.599 Bearings B & K require a seat plate. Spacing: -0" C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.980 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H B - C 1489 -2859 H -1 1424 -2568 1743 -3379 Lumber DE Top cho�d 2x4 SP #1 D - 1252 -2218 J - K 1477-284418 Bot chor 2x4 SP #1 E-F 1-K-L 27 0 Webs2 SP#3 F - G 1509 509 - 2514 2514 Bracing (a) Conti uous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member 'Or 1x4 "T" reinforcement 80% length of Chords Tens.Comp. Chords Tens. Comp_ web me ber. species or B U 2497 R 20 attached Gun (0 1R3 x2 5" min.)naade th Bdame Box es - . - -1190 - Q U - T 2494 -1190 P - N -9 2985 -1303 @ 6" oc. f a T - S 2494 -1190 O - M 36 -15 Wind S-R 1920 -800 M-K 2477 -1179 Member design based on both MWFRS and C&C.� Maximum Web Forces Per Ply (Ibs) w Webs Tens.Comp_ Webs Tens. Comp_ wt Ire- U-C 276 -5 P-G 195 -122 STATE C-S 416 -608 P-H S E 463 H N 601 -1075 807 - -160 - E - R 494 - 720 N - O -357 114 -4 P� F R 42 515 N M 2557 - - - F-P 2273 -1098 N-J -1218 527 -162 R - P 1879 -657 M - J 390 -685 �1sIffi P - Q 27 0 40 015A38 FF 5B 8180 BB 7F48 00 99 2E 85 FB rhlsitemhsss kxcrt etc s$�tfad wdualadby Woa WarttrtM ?E(�L.Lk.�TTrfl2fcmi�a �3:lc shown a6¢��ngaSXA`L 8sai3f CdiCpSi"'rY Leda. nrtatrdcopin did dmar ntwo not crosidmd ignad—d maW sacs tl'c zau�en atix eadanitira vectfaed rmaoydoctmrk C=Ias. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses r quire extreme care in fabricating handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Compone F Safety Information, byy TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary crney bracing p f BCSI.. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached 'ppid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, nm rvriznrs uz as applicable. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. {tefer to f drawings n60A-Z for standard plate positions. Alpine, a dd!vlslon of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in cdnformance with ANSI/TPI 1, or for handling shippin�q, installation and bracing of trusses.A seal on this drawing or cover page_ _ listing this drawing, indicates acceptance of pro�essiona engineering responsibility solely for the design shown. The suitability and use 1of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number. 0054 Ply: EQN* C0I 250 /T91 HIPS Iss1828-CC"/DR Horton 4EBB 1828-Cali"C" 1F:AHDRW. Truss �246.4s FROM . / ... 05/218I 1 37 =4X61 ) 6'4°8 T10" 12'4 7 19' 20'8° 2T3"9 31'10" 333" 39'8" 6'4"8 14'5"14 6'7"9 1'8" 6'7°9 4'6"7 1'S" 6'4"8 m5X8 Ez5X8 F G 6X4 se3X4 =3X6 ®3X8=3X4 -3X6 e3X4 m2X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' 612 5'10"3 1'11" 51"12 1'6° 5' 1'11° 5'10"3 6'2"12 1' 6'2"12 12'0"15 14' 19'1°12 20'8 258" 27'7" 33'5"4 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: C NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 ft GCpi: 0-18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) I I Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL /,W B 1561 1710 / 964 ! - / 428 / 8.0 Pf: NA Ce: NA VERT(LL): 0.156 P 999 240 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 Brg Width Req = 1.8 K Min Brg Width Req = 1.8 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TIC CSI: 0.444 Bearings B & K are a rigid surface. TPI Sid: 2014 Max BC CSI: 0.536 Bearings B & K require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.665 11 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per PII (Ibs) Plate Type(s): Chords Tens.Comp- Chords Tens. Comp. VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1149 -1820 WAVE Lumber B - C 16M -2823 H - I 1352 -2348 Top chord 2x4 SP #1 C - D D - E 1333 -2384 1351 -2345 I - J J - K 1333 -2385 500 -2823 Bot chord 2x4 SP #1 E - F 1145 -1814 K - L 1 27 0 Webs 2x4 SP #3 F-G 1101 -1552 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member- Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. STATE OF vqApr ON ERiAL 40 015A38 FF 5B 8180 BB 7F48 00 99 2E85 FB at'.ta Item I= tfistv4mid ataindby kdamwel Msrtk=, PE OL. Lit. "7E&ZtCmt'. Cdate ahawa Qbwa WAS a SHA E ' attdsemtkate. s's�md<�iasaitfasdass rnaaxomotcctacdstaisaviz¢alm8 an6 ehc "..Y�io-i as�emGcatteeictrle mtsr B•:a ves#f3casac aoq dectmnk- a�3ns. Maximum Bot Chord Forces Per Chords Tens.Comp. Chords B-T 2468 -1193 P-O T - S 2456 -1193 O - N S - R 2058 - 921 N - M R-Q 2058 -921 M-K Q - P 1547 - 603 Maximum Web Forces Per Ply Webs Tens.Comp. Webs T-C 216 -6 G-P C - S 309 -440 P - H S-E 426 -151 H-N E - Q 472 - 694 N - J F-Q 541 -377 J-M Q-G 317 -297 -951 -951 -1203 -1203 -311 _ 697 -153 _438 _8 "'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 I Componen[ Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rr+xe bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. {2efer tolit drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI q Pl 1, or for handlin% shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawing indicates acceptance of pro essiona7 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. i Job Nu 1t,6er. 36CS00054 Piy: 1 SEQN: 668248 ! T8 / HIPS 4EBB 18IIJ12I6-Cali "C"/DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Latiel: A3 Wgt: 238.0 Ibs / ... 06/29/2018 0 m 6'4"9 T10"r9 12'4"8 17' 22'8° 2T3°8 31'9°7 3337 398" 6'49 + 1'6"I 4'5"15 47 8 + 5'8" 47"8 r 4'5"15 T 1'6" 6'49 E36X6 m2X4 S! X4 = X6 E3X8 =3X4 =&6 =-3X4 IMX4 SEAT PLATE REa SEAT PLATE REQ. 39'8" 1' 6'2"13 5'10"3 5'6"4 _i 3' 5'10°3 6'2"13 1' N"13 12'1" 14' 3112 r 228" T 2 111 '5"3 398° 1� T1"12 �27i� Loadingl Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL ! W B 1561 / 712 / 965 ! - 1387 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.155 P 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.425 P 999 180 K 1561 1712 1965 ! - / - 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS Des EXP: C HORZ TL 0.125 M ( ) B Min Br Width Re 1.8 9 q Code / Misc Criteria CLLd: NCBCL 10.00 10.00 Mean Height: 15.00 ft 9 Creep Factor. 2.0 P K Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.379 Bearings B & K are a rigid surface. Load Du Pion: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist: 0 to h!2 TPI Std: 2014 Max BC CSI: 0.453 Bearings B & K require a seat plate. Spacing .0" C&C Dist a: 3.97 R Rep Factors Used: Yes Max Web CSI: 0.685 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1269 -1955 Wind Duration: 1.60 WAVE Lumber B - C 1550 -2830 H -1 1397 -2334 C - D 1378 -2373 I - J 1378 -2373 Top cho d 2x4 SP #1 D - E 1397 -2334 J - K 1550 -2830 Bot chor Webs 241 2x4 SP #1 SP #3 E - F 123 -1 K - L 27 0 F - G 1203 -169595 Wind Member tlesign based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) _ Chords Tens.Comp. Chords Tens. Comp. B - T 2465 -1239 P - O 2043 -1000 T - S 2463 -1239 2043 970 O - N N M 2043 -1000 2463 S - R R - Q - 2043 -970 - M - K -1267 2465 -1267 .. Q P 1693 - 751 No 0 - � Maximum Web Forces Per Ply (fbs) "a Webs Tens.Comp. Webs Tens. Comp_ ' '"A # STATE.C-S T - C 230 - 6 324 -466 G - P P-H 564 - 328 412 -580 S E 383 H N 382 - -160 - -161 E-Q 412 -580 N-J 324 -466 0�_ 1^ &a 4 - F - Q Q-G 561 - 334 231 -227 J - M 230 - 8 40015A38FF5881BOBB7F+ 00992E95FB irimerea.Imt=n ektizeas =W *ngd wd=afvd 4 Lsww:t Mardw, MjFL.uc.d4 lfmt'hmda2cs;Mwaabama ngaSHAY "0naQ =dV_ ftim.d 4zpu-.oftfaa sirs=ffa = not uaulwed �-9 wakd =e ta:.. .a asa hantka3ktae smut b-m6fiad cn dtdrock cmim *"WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`*IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses fequire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compon pi Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary) firrey bracing p r BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y attached "ppid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, otrrrrertta r as appli 'ble. Appty plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to t drawings 160A-Z for standard plate positions. Alpine, a ivision of ITW BuildinQQComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in nformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e_ . listing this drawing indicates acceptance of protessrona7 engineering responsibility solely for the.design shown. The suitability and use)'of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. T Job Number: 36CS00054 Ply: 1 1 SEQN: 668246 / T7 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A4 Wgt: 254.8 Ibs .. / ... 05/ /201 B 6'4"9 7'10" 12'4"7 15' 19'10" 22 8" 2T39 31'9"l1 33'3" 39'8" r• 6'4"9 F 1'6"� 4'S"14 } 27'9 1 4'10" 4'10" f• 2'7"9 4'S"15 r 1'fi"� 64"9 i I m3X4 =5X6 6X4 =3X4 =3X6=3X4 =3X8 =3X4=3X8 =3X4 163(4 1 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" I 6'2"13 1 5'10"2 + 1'11"1 4'10" 4'10" 1' 5'10"2 6'2"13 1� I, 672"13 12'"15 14' 1 19'10" 24'8" 25' "111 33'5"3 H 277 I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) j TCLL' 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh ! RL / W B 1561 / 714 / 962 / - / 346 18.0 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.158 G 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.434 G 999 180 L 1561 1714 / 962 ! - /- 1 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.067 N - - Wind reactions based on MWFRS I Des Ld: 37.00 EXP: C HORZ L 0.125 N - - � )� B Min B Width Re 1.8 � q Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft 9 Creep Factor. 2.0 L Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL:5.0 psf P BldgCode: FBC 2017 RES Max TC CSI: 0.387 Bearings B & L are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.454 Bearings B & L require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0-464 Mfg Specified Camber: Maximum Top Chord Forces Per (Ib Loc. from endwall: not in 4.50 it FT/RT:20(0)/l0(0) Chords Tens.Comp. Chords T e eris. GCpi: 0.18 Plate Type(s): 1334 Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G- H 1 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. 40 01 SA 3E:FF 51381 BO BB 7f 48 CO 99 2E 95 FB Thklisra ,az:faz ealcat zSg+s Indity Fir3+aAmz th", B - C 1577 -2832 H -1 C-D 1411 -2370 I-J D - E 1430 -2331 J - K E - F 13BB -2093 K - L F-G 1334 -1958 L-M Maximum Bot Chord Forces Per Chords Tens.Comp. Chords B - V 2467 -1273 R - Q V - U 2465 -1273 Q - P U - T 2039 - 996 P - O T - S 2039 - 996 O - N S-R 1831 -835 N -L Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs T V-C 235 -6 R-H C - U 327 -473 Q - 1 U-E 351 -161 H-Q E - S 404 - 522 1-0 F-S 546 -372 O-K F-R 278 -172 K-N G - R 247 - 290 -1958 -2093 -2331 -2370 -2832 0 _864 -1026 -1026 -1302 -1302 -172 - 522 -372 -161 -473 _6 WS (TL. U,.rA71{.es3 Om &afts&vwjbmv LahigaDWI , aY;d4eratiCaBF�etA uric. arraeadco�rzrci�afrz4m,^atasm �ntcz�uieil r�a$r��dm�t auad tFss�aA:l tfisnticau�9a mrzst�s�ucc8fsesi:mxadeciinr;§e . Pius. ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regwire extreme care in fabricating handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byV TPI and'SBCA) toF safety practices prior to performing these functions. Installers shall provide temporary rare/ bracing per BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly attached rigid ce!Iingg Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, are srttfi uz as applicable. AppTy Plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to d? drawings 160A-Z for s andard 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 j truss in conformance with ANSIItPI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIffPi 1 Sec.2. For more information see this iob's general notes paqe and these web sites: ALPINE: www.alpinefw.com; TPI: wv,v. inst.o ; SBCP: wwvtsbdndu .com: ]CC: www.iccsafe.or Job Nu her: 36CS00054 Ply: 1 SEQN: 668243 / T6 / HIPS 4EBB 18I28-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: A5 Wgt 212.E Ibs / ... 05/29/2018 6'4"9 _ i +13I T398"0 6'4"9 T7 6'10" 6610" 67 64"9 05X8 =3X4 o5X8 D E F T 12 6 p c 03X4C G 143X4 i7 ZI � F 1=4X6(A2) B H=4X6(A2) 4P 33 A O N M L K J 1112X4 =3X4=3X6 =3X8 =3X6=3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" i 1' 6'2°13 6'9"3 1' 5'10" 5'10" 1' 693 6'2"13 1' " 62°13 13 14 19'10" 25'8" 26' 33'5"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 Udefl U# Loc R / U ! Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.172 E 999 240 B 1561 / 716 / 953 / - / 305 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.471 E 999 180 H 1561 / 716 1953 ! - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 J - - Wind reactions based on MWFRS Des Ld: EXP: C HORZ L 0.128 J - - B Min B Width Re 1.8 37.00 R )= r9 q = Mean Height: 15.00 ft NCBCL Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 1.8 ' 10.00 P Soffit: TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.446 Bearings B & H are a rigid surface. 2.00 9 BCDL: 5.0 Load Du psf Bearings B & H require a seat plate. tion: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.558 Spacing: 4.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.564 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 itFT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F 1502 -2274 B - C 1623 -2836 F - G 1425 -2325 Lumber C - D 1425 -2325 G - H 1623 -2836 To chord p 2x4 SP Al D- E 1502 - 2274 H -1 27 0 Bot chor 2x4 SP #1 Webs 2x 4 SP #3 Maximum Bot 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 -10b8 i) P - O 2469 -1319 L - K 2006 -1008 O - N 2006 -978 K - J 2469 -1348 A r N- M 2006 - 978 J- H 2472 -1348 W, Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. e P- C 244 -4 M- F 370 -243 C - O 377 - 513 K - G 377 - 513 D - O 444 -170 F - K 444 -170 I ,- D-M 370 -243 G-J 244 -6 E-M 300 -381 VOK ERAL tk 40 01 SA38 FF 558180 813 7F 48 00 99 2E 95 FB Thtc Mamma. beart : m ys yeed-=6 seakd 6-y fl7asr IMartinez, n (FL. tic. r.T7.194 an the date shown aba�a axons a skmA l ' aetlnentttazcct�9a,. FIbled 4tP6mcffW&dr===mm cotcn-w6mcd �j't mr� scaIad and the sRA;4 authentikS sw9e nwi Aa verd don mrfdcctmnk -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses r gu!re extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compone bracing [Safety Information, by TPI anr7 SBCA) for safety practices prior to pertorming these functions. Installers shall provide temporary �Yirefi BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a attache propefly 'ggc ceiling Locations shown for permanent lateral restraint of webs shall have bracingg ins alied per BCSI sections 63, 67 or 610, nnr rnnents,nr defer t as appiirtile. Apply plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. to drawingsj�60A-Z for standard plate positions. Alpine, a truss in division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ANSI PI 1, for handlia installation bracing trusses.A this drawing conformance listing this with or shipping, and of seal on or cover page: drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use For more info6ation Iof this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.a ; SBCA: www.sbcindu .com; I= wwwJccsafe.orcj I� Job Number: 36CS00054 Ply: 1 SEQN: 668240 ! T5 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A6 Wgt: 212.8 Ibs / ... 05/29/2018 6'4"9 16'11"4 21' 227 28'8" 33'3°7 39'8" 6'4"9 4'7"7 5'11"4 + { 4'0"12 1-7 6'1" 477 + 6'49 :5X8 112X4 =3X6=3X4 =5X8 D E F G H TT12 6 M o 03X4C 13X4 U7 In M ZD m4X6(A )8 J 6(g2) 1 S R Q P O N M L t 1112X4 =3X4 =3X6 m3X8 =3X4 =3X6 =3X4 012X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' 6'2"13 4'9"3 3' 2'11"4 5'11"4 2'9"8 3' 49"3 6'2°13 0'I 6'2°13 11' 14' 16'11"4 22'10"8 25'8" 28'8" 33'5"3 39'8" �� Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U ! Rw / Rh / RL TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.191 E 999 240 B 1561 / 718 / 940 / - / 264 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.526 E 999 180 J 1561 / 718 / 940 ! - / - BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS Des Ld: 37.00 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 Creep Factor. 2.0 P J Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0sf p Bldg Cade: FBC 2017 RES Max TC CSI: 0.384 Bearings B 8 J are a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.487 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.487 Maximum Top Chord Forces Per 1 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G Lumber B - C 1644 -2814 G - H C - D 1523 -2445 H - 1 Top chord 2x4 SP #1 D - E 1684 - 2611 I - J Bot chord 2x4 SP #1 E - F 1684 -2611 J - K Webs 2x4 SP #3 Wind Maximum Sot Chord Forces Per F Member design based on both MWFRS and CSC. Chords Tens.Comp. Chords 11$ B - S 2448 -1332 O - N S - R 2446 -1332 N - M avw r R- Q 2134 -1085 M- L N Q-P 2134 -1085 L-J ®b . P - O 2516 -1373 04°' 82 e Maximum Web Forces Per Ply (IN Webs Tens.Comp. Webs pro go S-C 198 -8 G-O ` e C - R 299 - 377 O - H D-R 373 -177 H-M " D - P 653 - 405 M -1 - P - G 109 -106 I - L E - P 270 -323 40 015A 38 FF 5B 81 tit) BB 7F48 00 99 2E 85 FS IItitIsan'tubeczaeiaztrs z sztgnad'andwaiadbyFRaaoctMarttn=, - 2611 -2599 -2445 - 2814 0 -327 -397 -176 _377 -10 Pr: {;:L. t$c.�ifib�2t an tA��aa¢ahawa ahem ar�ng aSFiA3 as<tdiant3raskaxcsafe. rnumdccviasa&!r drr-aa,..m•at motua 6mods smhandi clad aoE tt^<e Li.2 aaAhaAPLYJau9eede na-t touar IM mrwirdamarA., . arias.. "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"`IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI an7'SBCA) fr sa ety practices prior to performing these functions. Installers shall provide temporarryy rfrr bracing per BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly j attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to drawings 16OA-Z for s ndard 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 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 professions engineering responsibility solely for the design shown. The suitability and use of this t7rawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. For more information see this "aUs general notes pacie and these web sites: ALPINE: www.al ine lw.com: TPI: www. inst.o * SBCA: www.sbcindu .com [CC: www.iccsafe.a Job Number: 36CS00054 Ply: 1 SEQN: 6682291 T4 / HIPS 4EBB 1 )2JB-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss bel: A7 Wgt:211.4lbs / ... 05/29/2018 7'B"12 9' 14'3"11 19' 9' 0 25'4"5 30'B" 1'1 "4 39'8" ' �10� " r 7'8"12 12 93"11 4'8"5 5'6"5 5'3"11 1'3" 7'8"12 =3X4 =3X61112X4 =3X4 =5X6 D=5 E F G H 1 T J 1112X4 T 612 1112X4C —�\ M C 1 -4X6(A2) B K=-4X6(A2) X L 35 A S R Q P O N M =3X4 =3X6 =3X4 =3X8 =3X4 =3X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" i 1' 7'10"8 4'1"11 2'0"3 13 59"13 2'0"3 41"8 7'10"8 1' f' 7'10"8 12 140" 19'10" 257"13 27'8" 31'9°8 3918" LoadInS 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 L/defl L/# 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 1720 / 921 / - /- 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.074 M - - Wind reactions based on MWFRS Des EXP: C HORZ L 0.139 M - - B Min Br Width Re 1.8 �) 9 q CLLd: NCBCL 9 Code ! Misc Criteria Creep Factor. 2.0 K Min Brg Width Req = 1.6 10.00 Mean Height: 15.00 ft 10.00 P Soffit: TCDL: 4.2 psf Bearings B & K are a rigid surface. 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.566 Load Du BCDL: 5.0 psf Bearings B & K require a seat plate. tion: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.560 Spacing 24.0. C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.510 Maximum Top Chord Forces Per Ply Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens.s. 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 B - C 1644 -2767 H - 1 1873 -2960 Lumber C - D 1811 -2719 I - J 1810 -2719 To cho P 2x4 SP #1 D - E 1873 - 2960 J - K 1644 - 2767 Bot chor 2x4 SP #1 E- F 2029 -3246 K- L 27 0 Webs 2 4 SP #3 F - G 2029 -3246 Wind Member Jesign 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 'g - S-R 2260 -1186 O-N 2260 -1296 R- Q 2260 -1186 N- M 2260 -1216 e + Q - P 2993 -1614 M - K 2395 -1340 No -0471821, Maximum Web Forces Per Ply (Ibs) ' Webs Tens.Comp. Webs Tens. Comp. 04 C - S 405 - 328 P - H 329 -187 S - D 489 - 426 H - O 378 - 520 D Q 944 0-1 944 -562 - -562 Q - E 378 - 520 I - M 489 426 E P 329 M J 404 328 - -187 - - G - P 228 -303 VA ON 40 015A FF 5B Sl8U BB 7F4fi 00 99 2E S5 FB 'S�ik lma�ciurxrealn - 'nrsdtmdby44:miAaart6aca 8°£(s`L.134.4'.'$7Eii.(b{YC.i£N3:$C.�fif3NJR i{3£Y'E3.§Y3a 4i��5$sTil T�LiCCC'iCAlis',AA�k'S�@. 6p'vem LfiY3" $rCm id A - not 6 Lam"@d &'=E =.hd 2*4 --Wa=0C tkA1kQs,-8aM"—k:W WdAzi CAmyjectmak `"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses e6quire Compon extreme care in fabricating handlin shipping, installing -and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI anrTSBCA) toy safety to these functions. Installers shall temporaryjr bracing pr practices pnor performing provide BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached as applic 'qqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, B7 or 610, xrsr�ntx tar ble. AppTy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to J drawings 160A-Z for standard plate positions. Alpine, aivision truss in of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ANSUfPI 1, for handlingf installation bracing this drawing conformance listing this with or shipping, and of hvsses.A seal on or cover page_ drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this thawing for any structure is the responsibility of the Building Designer per ANSI1TPi 1 Sec.2. For more in ormation see this job's general notes page and these web sites: ALPINE: www.al ineitw.cbm; TPI: www. inst.o ; SBCA: www.sbdndu .coin; 1M. wwwkcsafe.ong 0054 Truss Label: ABG 0 DR Horton AEBB 1828-Cali "C" I Qty: 1 2.2 Ibs FROM: AH 238 / T12 !HIPS DRW! 05/ 9l2018 I a9'10" 7' 11'6"4 1T 19' 10L 22'8"+ 28'1°12 32'8" f' 398" f 7' 4'6"4 5'5"12 �� r 2'10" 5'5"12 4'6"4 7' sa6X8 I92X4 =5X6=4X6 1112X4 TC3 a6X6 12Ceryr D TC2 E F G H °FxRI J V I —I T S i—IR=DAD Q P O N manotrcr M I i 1114X4 105X8(R) =8X12 =8X12 =5X6 1114X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLA 11'4" 284" F1 J61 6' 0 4 l''2"4 ' 1 T 17' 22 8" F 2T8" 28"112 32'9"12 39'2" 39'! Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind.Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: Bot chord 2x6 SP 91 Webs 2x4 SP #3 :W4 2x4 SP 91: Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member_ Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Loading #1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL Pf. NA Ce: NA VERT(LL): 0.144 1 999 240 B -116 / 116 / 30 / - / - Lu: NA Cs: NA VERT(TL): 0.399 1 999 180 S 4524 12025 /- /- /- Snow Duration: NA HORZ(LL): 0.022 M - - K 1872 / 860 1- / - / - HORZ(TL): 0.042 M - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.3 Bldg Code: FBC 2017RES Max TC CSI: 0.728 S Min Brg Width Req = 5.3 TPI Std: 2014 Max BC CSI: 0.525 K Min Brg Width Req = 1.9 Rep Factors Used: No Max Web CSI: 0.723 Bearings B, S, & K are a rigid surface, Bearings B, S, & K require a seat plat FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Pi WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords T A-B 27 -20 G-H B - C 1022 -493 H -1 C-D 2586 -1160 1-J D-E 459-1040 J-K E - F 459 -1040 K - L F - G 459 -1040 No, ie an law TAT 40 015A38 FF 5B 81 Hfi i387F48 GO 992E S5 FB st�.,ic N1n%asL.acneMcs lstkneaand watedby tManlx x,. tt.s.ccxfa}on+n Via«aw� ab ,s a saga au�sen�ca3te�srrJr.. Flutnd cCoaaAhd Mnot c W&md na w,dv led orb acadm MwtlaawcdSmdM a avydacfwrk .: coins.. **WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a require extreme care in fabricating handling, shipping, installing and bracing. Refer to and follow the latest ( nent Safety Information, byV TPI anc7'SBCA) fsa>Pety practices prior to performing these functions. Installers Ber BCSI.. Unless noted d1herwise;top chord shall have properly attache d structural sheathingg and bottom chi riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI icable. Apply places to each face of truss and position as shown above and on the Join i Details, unless note is 160A-Z for standard plate positions. a division of ITW Buildinq�Components Group Inc. shall not be responsible for any deviation from this drawinc conformance with ANSIIfPI 1, or for handling shipping, installation and bracing of hvsses.A seal on this dr this drawingg indicates acceptance of professtona engineering responsibility solely for the design :e of this drawing for any structure. is the responsibility of the Building Designer per ANSI/TPI 1 Sec. information see this ioUs aeneral notes Dane and these web sites: ALPINE: www.alpine!!w.com; TPI: www.tpinst.org; SBCA www.sbc Maximum Bot Chord Forces Per Chords Tens.Comp. Chords B-T 396 -857 P-O T - S 403 - 884 O - N S - R 1031 - 2342 N - M R-Q 1031 -2342 M-K Q - P 2229 -1022 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs T T-C 636 -156 G-P C-S 976-2197 H-P S - D 1490 -2832 P - 1 D - Q 3968 -1748 I - N Q - G 878 -1653 N - J E-Q 395 -461 J-M Of failure to build the g or cover page in. The suitability fi -3199 -3199 - 3751 - 3574 -20 -1705 -1705 -1400 -1407 -630 -539 -673 - 291 -356 -145 Job Nu Oer: 36CS00054 Ply: 1 SEQN: 668267 / T1 / COMN 4EBB 1 28-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss 4el: B1 Wgt:240.8lbs / ... 05/29/2018 6'4"8124"9 18'0"1 217"15 273"7 31'9"7 33'3" 39'8" 6'4"8 1'6" 4'6" 5'7"8 37"14 5'7"8 4'6" 1'6" 6'4"8 s6X6 Fay G 12 E H k3X4 6 F,:- 3X6 _ I pC3X6 D J@3X4 m g3X4 (a) (a) m4X6(A2) B K=4L6(A2) � A T S R Q P O N M M2X4 =3X4 =3X6 m3X8 =3X4 =3X6 =3X4 012X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 6 2"12+ 15 481""113 36"2 0 2"12 1. 166'2 535 +l'1140 '�39.8 1"1 '13 1.15 2'2761 "12 27 Loadinc Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U I Rw / Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.155 P 999 240 B 1561 / 711 / 965 / - / 408 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.427 P 999 180 K 1561 / 711 1965 / - /- 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS Des Ld: EXP: C HORZ TL 0.125 M - - B Min B Width Re 1.8 37.00 ( )� � q = NCBCL 4r Mean Height: 15.00 ft Code ! Misc Criteria CreepFactor. 2.0 K Min Big Width Req = 1.8 10.00 Soffit: TCDL: 4.2 psf Bearings B & K are a rigid surface. 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.401 P Bearings B & K require a seat plate. Load D radon: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.490 Spacing 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.565 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 G - H 1217 -18W B - C 1534 -2827 H -1 1383 -2340 Lumber C - D 1363 -2379 I - J 1364 -2379 Top cho Bot cho d 2x4 SP #1 D - E 1382 - 2340 J - K 1534 - 2826 2x4 SP #1 Webs2 SP#3 E-F 1-1K-L 27 0 F-G 1159159 -1618618 Bracing (a) Cont PI Pe r er uous lateral restraint equally spaced on Maximum Bot Chord y (Ibs) member. web me Or 1x4 "T" reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp. ber. Same species & SRB or better, attache grade with 8d Box or Gun (0.113"x2.5",min.)nails B - T 2462 -1224 P - O 2051 986 6" oc T - S 2459 -1224 O - N 2051 -986 S-R 2050 -956 N-M 2459 -1245 Wind R - Q 2050 - 956 M - K 2462 -1245 Member design based on both MWFRS and C&C. Q - P 1615 -685 I op �. � Maximum Web Forces Per Ply (Ibs) 10 WA Im Webs Tens.Comp. Webs Tens. Comp. 327 T - C 222 - 6 G - P 560 - C-S 316 -453 P-H 446 -644 S - E 411 -155 H - N 410 -156 x� E - Q 445 -644 N - J 315 -452 F-Q 558 -357 J-M 223 -8 Q - G 250 -243 4001SASS f`F5B 91BO8B7€ 49 00 99 285FB $$jfSl tWi'tPe7i)li OER- {B IPf Agd b� �d Mart o a 45L. Uc.04M21 8ia d�&re zhtiWt6aEsra�t�. n� 53ib.I .. wkhant=km=G *.. taxd zsist d�Aztys ziot r.rnis d gad vea�i4 B tFL:.,T,xx3D A.2 zfst3aeriT3'ak Smile P. mt vtix3f di�R �v`ttrt:a� CS2�ibS. '"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses gqquire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building temporary Compon bracing n[ Safety Information, by TPI anc7'SBCA) f-or safety practices prior to performing these functions. Installers shall provide crrrey Qr BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly B7 attache as appli pp!d ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, or 810, ottr fnerrts nr ble. Appty plates to each face of truss and as shown above and on the Join f Details, unless noted otherwise. kefer to T drawings position 60A-Z for standard plate positions. �ivision Alpine, a truss in of ITW BuildinccLLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANSI PI 1, for handling installation bracing trusses.A this drawing listing t nformance with or shipping, and of seal on or cover page_ . s 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 ANSIlTPI 1 Sec.2. For rein onnation see this'oUs eneral notes page and these web sites: ALPINE: www.al inehw.com; TPI: www. inst.o ; SBCA: www.sbcindu .corn; IM www.iccsafe.orq t Job Number: 36CS00054 Ply: 1 SEQN: 668259 / T15 / COMN 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: B2 Wgt 254.8 Ibs / ... 05/29/2018 644"9 '4"8 `333 667 1,6349i T9 642" 37"8 3'9"15 715 " '1 H3X4. ®5X6 G H 12 6 Z43X4 'k3X6 — J V U T S R Q P O N 012X4 ®3X4 a3X6 m3X4 m3X8 H3X4 m3X6 a3X4 'I92X4 SEAT PLATE REQ. SEAT PLATE RI 39'8" 6'2"13 110"4 1'11" 3'9"15 39"15 2'0"1 5'10"4 62"13 1� 6'2"13 12'1" 14' 201-I 1910" 23'7"15 25'B" 1101 33'5"3 39'8" I"", ' 6'0"1 - 2' T6"1'5 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 loc Udell U# Loc R / U / Rw / Rh ! RL TCDL: 7.00 Speed: 160 mph Pf: NA Ce; NA VERT(LL): 0.154 G 999 240 B 1561 / 713 1964 / - / 367 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.424 G 999 180 L 1561 1713 / 964 / - / - BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.066 N - - Wind reactions based on MWFRS EXP: C HORZ L 0.125 N - B Min B Width Re 1.8 Des Ld: 37.00 R )� � q = Mean Height: 15.00 It. Code / Misc Criteria Creep Factor. 2.0 L Min Brg Width Req = 1.8 NCBCLL: 10.00 TCDL: 4.2 psf Bearings B & L are a rigid surface. Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.383 9 9 p TPI Std: 2014 Max BC CSI: 0.454 Bearings B & L require a seat plate. Load Duration: 125 MWFRS Parallel Dist: D to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web-CSI: 0.566 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per PI GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords T Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H Lumber B - C 1561 -2830 H - 1 C - D 1395 -2372 I - J Top chord 2x4 SP #1 D - E 1413 -2333 J - K Bot chord 2x4 SP #1 Webs 2x4 SP #3 E - F 1-2K - L F-G 1264 7 64 -1827 L-M Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per PI, Chords Tens.Comp. Chords T :. B - V 2466 -1255 R - Q V - U 2464 -1255 f1- P c� a U- T 2041 -984 P- O T-S 2D41 -984 O-N # S-R 1755 -776 N-L Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs T - - V-C 232 -6 R-H STATE OF C-U 325 -469 H-Q U-E 373 -161 Q-1 V� E - S 409 -558 1-0 F-S 546 -351 O-K m_ G- R 190 _ 282 K- N 17 40 01 5AFF55F t8B7F480099,2E85FB TraEc:irarr%s' ets k' 'sr ed'a:sdazaled'4 WmAMOhm FEt%. M.047E53.I M rE edaft".ninewa at1aw iF.rn$,a 54iA•-2 x��iexttiq.8&�sfe. E+budtgpt a darts —A arAcMaLmd rfmaxrd*, aldd �xd thc5�.s0:a ati�an�a4iancss�e ms�E$z�A'r,�r azaycdecirarde. 3oa: '"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted ojherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly id ceilingg. Locations shown for ermanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, 67 or 610, e. Aooiv plates to each face otptruss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to a division of TPI 1; or for h acceptance any structure failure to build the g or cover page rn. The suitability -1827 -2020 -2333 -2372 - 2830 0 5 -804 1 -1013 1 -1013 4 -1284 B -1284 -183 -351 _558 -161 _469 -8 13 Job Num er: 36CS00054 Ply: 1 SEQN: 668262 / T25 / COMN 4EBB 18 ?8-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss La I: 63 Wgt: 218.4 Ibs .. / ... 05/29/2018 6'4"7 7'10"�9 14'0"1 19'10" 25'7"15 i 31'9"7 33'3�9 39'8" r 6'4"7 +1'6" 6'1"8 + 5'9"15 r 5'9"15 r 6'1"8 1'6" 6'4"7 TCLL: TCDL: BOLL: BCDL: Des Lc Soffit: Load .-5X8 1112X4 ZZ5X8 E F G 12 6 Z43X6 g 3X6 D H g3X4 C ZD; 1 3X4 - in F (a) C6(AZ) B J=4K6(A2) A R Q P O N M L 1112X4 m3X6 =3X4 =3X8 =3X4 =3X6 1112X4 SEAT 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"5 612"11 1� 6211 12' 140" 19'10" 257"15 27'8" 335"5 39'8" Criteria (psf) Wind Criteria 20.00 Wind Std: ASCE 7-10 7.00 Speed: 160 mph 0.00 Enclosure: Closed 10.00 Risk Category: it EXP: C 37.00 Mean Height: 15.00 ft 10.00 TCDL: 4.2 psf 2.00 BCDL: 5.0 psf ation: 1.25 MWFRS Parallel Dist: 0 to h/2 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Top ch 'rd 2x4 SP #1 Bot ch �d 2x4 SP #1 Webs 4 SP 03 Bracinti (a) Co tinuous lateral restraint equally spaced on memb 5 Or 1x4'T" reinforcement. 80% length of web m Mber Same species & SRB grade or better, attach d with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" o. Wind design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): 0.164 F 999 240 B 1561 1715 / 958 / - / 326 18.0 Lu: NA Cs: NA VERT(TL): 0.451 F 999 180 J 1561 1715 1958 /- /- 18.0 Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS HORZ(TL): 0.130 L - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.592 Bearings B & J are a rigid surface. TPI Std: 2014 Max BC CSI: 0.603 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.354 FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chards Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 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 " o 1 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R - C 273 -5 O - G 286 -177 C - P E P 427 - 600 464 G - N 464 -172 N -1 427 -600 STATE OF - E - O -172 286 -177 I - L 273 -4 a m F - O 221 - 283 40 0154138 FF 50 8180 B8 7F48 00 99 2E 85 FB SDdcip¢m'�kaizrmmla��P'cd.�4ar�Ivd by Haacl NAartin�s. PE(k4 t6e.��SH3! au L�ceacvhasw�e arxiva e�mg a 58wkxH. aart`zat szxddc- ftbteed eapizafttdr sieaccx»sr+tars aratessss"rt asd sknedand=.lad mead nut b# vwfcd[at2E5y dectranic topiim *`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlinqg shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building [Safety Information, by TPI anc7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly l7id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ale. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. of im i,orrorn acceptance any structure ris drawing,any failure to build the on this drawing or cover page ae design shown. The suitability rrrrey, otnfxmenr.s nr Job Number: 4EBS 1828 CalC" lii C0/DR Horton AEBB 1828-Cali "C" I Qty: 17.21bs I FROM: AH 264 / T23 / COMNI DRW / 05/29/2018 I Truss Label: B4 6'4"9 12'0"1 19'10" 27'7"15 33'3"7 39'8" 6'4"9 5'7"8 7'9"15 7'9"15 5'7"8 64"9 I -_5X8 1112X4 =5X8 D E F 12. 6� I X4 a to Xg3XZ4C >�� A,2)8 ZXZ""�mqX X6(A P O N M L K J 1112X4 =3X4 =3X6 =3X8 =3X6 =3X4 012X4 SEAT PLATE REQ. SEAT PLATE; REQ. 398" 1 1 1' r_ r 6'2"13 5'9"4 + 1'11"1 5'10 5'10" 1'11"1 + +27'7"1 5'9"4 6'2." 3 + 6'213 12'0"1 14' 19'10" 25'B" 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 Udefl U# Loc R / U / Rw / Rh / RL / TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.183 E 999 240 g 1561 1717 / 947 / - / 285 / BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.502 E 999 180 H 1561 / 717 (947 / - /- / BCDL: 10.00 Risk Category: ll Snow Duration: NA HORZ(LL): 0.068 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.126 J - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 it Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 1.8 Soffit 2.. 0 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.618 Bearings B & H are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.624 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.580 Maximum Top Chord Forces Per Ply Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Te GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F 1i Lumber B -'C 1631 -2819 F - G 11 C - D 1476 -2392 G - H 1i Top chord 2x4 SP #1 D - E 1616 -2483 H - I Bot chord 2x4 SP #1 Webs 2x4 SP 93 Maximum Bot Chord Forces Per Ply Wind Chords Tens.Comp. Chords Te Member design based on both MWFRS and C&C. B - P 2454 -1322 M - L 2 P- O 2452 -1323 L- K 2 fiApi O- N 2080 -1036 K- J 2 earrtr� �� N- M 2080 -1036 J- H Z q.+v4 Maximum Web Forces Per Ply (Ibs) mW,Webs w< €# ID di Tens.Comp. Webs Te ., P-C, 210 -6 M-F `. C - O 328 -426 F - K 41 4 D-O 433 -168 K-G .' `- STAB D-M 5W -321 G-J E - M 364 -462 40 015A,38 FF 55 81BO807F48 00 99 2E95 FB Tait Mambas ha eke- . *ned zin9 aakadby MaWMmartintr, -2483 -2392 - 2819 0 -1066 -1066 -1352 -1352 -321 -168 -426 _8 e"£(&L,I.iit:4�'7S92taer tiradaBa shawriaE�t-a�er.�ag.asNSaL ' atsan�a¢�lo. i quad ca�rtra4tf�s do:ot-.�raara n+rt�.�.mx#�maH m¢ii �3 ��d � , scab tt z.S�iA3sv�enk�ae<s3amut:Dx redf�4 ar.a�e9actwrtc . alas_ � **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! I —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 Componenf Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rli1 bracing per BCS1.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B10, bnr rorfrtts t,r as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. fZefer to i drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawinindicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.alpinedw.com: TPI: www.tpinst.org; SBCA.' www.sbcindustry.com; ICC: www.imsafe.o Job Nu her: 36CS00054 Ply: 1 SEQN: 668296 / T24 / HIPS 4EB6 1 28-Cali "C" IDR Horton l4EB8 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss iiei: B5 Wgt:203.0lbs .. ( ... 05/29/2018 4 10'0"1 16'9" 23'0"12 29'7"15 34'4"12 39'8" 5-3"4 48"12 6'8"15 6'3°11 6'7"3 4'8"12 5'3"4 05X8 =3X4 =5X6 Z5X8 D E F G 12 T 6 L,� T M 32X4C H 02X4 c I� rn zo 1 =4X6(A2) B 1�-4 J6(A2) A 1 P O N M L K -3X4 =3X6 =3X4 =3X8 E--3X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 10'D"1 1'l1"15 4'5"8 6'7"3 T 4'7°4 i 1'11"1r5 10,011 �1+ 10'0"1 12' 16'5"8 23'0"12 27'8" 297"1 39'8" Loadin Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Dell/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R ! U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.211 F 999 240 B 1561 1719 / 931 / - . ! 244 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.579 F 999 180 1 1561 1719 / 931 / - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.072 K - - Wind reactions based on MWFRS Des EXP: C HORZ L 0.135 K - - �) B Min B Width Re 1.8 q NCBC .00 : 10.00 Mean Height: 15.00 ft Code i Misc Criteria Creep Factor: 2.0 I Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.460 Beatings B & I are a rigid surface. Load D ration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.736 Bearings B & I require a seat plate. Spacin 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.626 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Chords Tens. Comp. GCpi:0.18 PlateType(s): ,Tens.Comp. i Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G B - C 1692 -2808 G - H C - D 1556 -2540 H - 1 1821 -2860 1555 -2540 1692 -28N Lum be Top chord Bot ch 2x4 SP #1 SSd 2x4 SP #1 D - E 1812 - 2845 1- J 27 0 Webs iC4 SP #3 E - F 1820 -2860 Wind Maximum Bot Chord Forces Per Ply (Ibs) Memb design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. t lr B - P 2456 -1386 M - L 2223 -1174 � MAPP -#� - O 2224 -1145 L - K 0-N 2224-1145 K-1 2223 -1174 2457 -1416 N M 2866 - -15M Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - P 276 -266 M - G 801 -498 D - P 399 -129 F - M 293 - 358 STATE Of D - N 789 -490 G - K N E 300 -365 K - H 402 -129 276 -266 m 4Z - E - M 100 - 96 SEPAL A 40 015A38 FF 5t3 81 B4 BB7F48 00 99 2E 85 FB Thu temH=bc a;fanalad by VII& 3mzrttg"o �. (fL, ttC.GoaaEz! enYnmsiata aftotv�t'a�a=ax u^�ng a 53i�i awihanctraRv�9e, amd cc��s:�tr.Ima d�ra�sta �m rat asn@�rod stgc��and saalmd and tl�.T..eia.3 �2hanY,czT;rssec+dencttmTcrlricd acasydtctrorsic —Vim —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusse reqquire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compo 'ent Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary n bracing er BCSi. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 61D, am rcrrents atz as appI cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to 7 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 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing his drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitabtltty and uEe of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. Job Number: 36CS00054 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Truss Label: B6 Ply: 1 SEQN: 668301 / T14 / SPEC Qty: 1 FROM: RS DRW: Wgt:212.8lbs I ... / ... r 8'0"1 1 '} 19' I "1 1 _22'5 '3"8+ 39'8" 55"11 54 7844 7914338 6'4"8 E35X8 m3X4 12 C D E 6 F C H tzz3X4 ;6(A1) B A P O 3X8 N M L K 112X4 a3X8 112X4 SEAT PLATE REQ. SEAT PLATE REQ. 13'4" 5'8" 20'8" 8'1"13 519"12 72"5 2'9"11 45"4 8'113 13'2"4 19, 26'2"5 29' 33'S"4 SEAT PLATE REQ. 6'2"12 39'8" Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLI TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# LOG R / U / Rw / Rh / RL / TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.032 L 999 240 B 559 1260 / 385 /- / 257 / BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.095 L 999 180 O' 325 1147 1 161 10 / - 1 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.014 K - - 1 752 / 342 1531 /- ! - / Des Ld: 37.00 EXP: CMean Height: 15.00 ft HORZ(TL): 0.026 K - - Wind reactions based on MWFRS NCBCLL: 10.00 P 9 Code I Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 TCDL: 42 psf O Min B Width Re Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSi: 0.501 � q = - P 1 Min Brg Width Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.424 Re Factors Used: Yes Max Web CSI: 0.663 Bearings B, O, & I are i rigid surface. Spacing: 24.0 " C&C Dist a: 3.97 ft P Bearings B, O, & I require a seat plate. Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.16 Chords Tens.Comp. Chords Te Lumber A - B 27 0 F - G Top chord 2x4 SP #1 B - C 36-G - H Bot chord 2x4 SP C - D #1 3 -14 H - 1 I D-E 35 Webs 2x4 SP #3 435 -18787 1-J Bracing E - F 435 -187 (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of Maximum Bot Chord Forces Per Ply web member. Same species & SRB grade or better,SO, Chords Tens.Comp. Chords Te attached with 8d Box or Gun (0. 1 13"x2.5",min.)nails ' @6"GO. giex.e B-P 449 -232 M-L 1 P - O 456 -232 L - K ! Plating Notes "' O - N 298 -359 K -1 All plates are 5X6 except as noted.- " N - M 635 -280 s NO Wind Maximum Web Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. 6 Webs Tens.Comp. Webs Te e. C-P 312 -44 M-F STATE C - O 418 -646 F - L . A; O-D 178 -97 G-L jP D-N 319 -410 L-H yam+ E-N 321 -398 H-K C -A N-F 783-1202 40 01 5A 38 FF 5B 8180 BB 7F48 00 99 2E 85 FS WUItem h"beenate}Mped.ax9 IadbyUenr lMart§cea. -672 -686 -1095 0 -280 -485 -485 -2 -141 -339 -449 -15 �{r�., tis. ��I an tAm�'a3c snawn a0mvx a^.8nga sxxr. i au^�ser�ticat;cxscmdr. ward c�imsrditas ifassarrsa aaa aartea�dtAxm9 aei and xabtd and itae �1e.Iaastice�+tkalkac w9a nit 6a nerff&d ear aenyetectrank i cmytas.. ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! I I —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 11 Trusses require extreme care in fabricatingg handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Informafion, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide tempo I an ev bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperryly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 610, onr r}err�s ue as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to f drawings 160A-Z for standard plate positions. Alpine, a division of 1TW 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 pia�ge_ , listing this drawing indicates acceptance of pro fessiona engineering responsibility solely for the design shown. The su" bility and use of this thawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this IoVs general notes page and these web sites: ALPINE: www.al irteitw.com; TPI: www. inst.o • SBCA: www.sbdndu .coin• ]CC: www.iccsafe.org n Job Nu ber: 3fiCS00054 Ply: 1 SEQN: 668303 ! T11 !SPEC 4EBB 1 28-Cali "C" /DR Horton AEBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: B7 Wgt: 208.6 Ibs / ... 05/29/2018 T 11" 155 2 "15 7" 3 8 " 1 539"1423 4"7T I =5X6 T -5X10(SRS) 12 C =3X4 =3X6 T 1 6 p =5X6 D E F G -5X12H J�14i3X4 T" ij m3X6(A1)8 K�3L6(A1)� 1� A U T S R� m4X10Q P O N M m3X41112X4 =3X4 112X4m3X6 =3X8 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 13'8" A ' 21' 1' T1"129 F + 2 4'8" i _ T 5'6"5 t 1'5"tit 4'S"5 r + 6'2"11 _ 1' 7'1"12 1"11 13'6"4 18'8" 24-2"5 268 34 33'5"5 39'8" 29' 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 loc Udefi L/# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.039 N 999 240 B 529 / 241 / 354 / - / 277 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.101 N 999 180 S 687 1237 / 346 / - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.014 M - - Q 1302 1601 / 633 / - / - / 8.0 EXP: C HORZ(T) L 0.027 M - - K 770 1350 / 528 1- 1- / 8.0 Des Ld: 37.00 Mean Height: 15.00 ft Wind reactions based on MWFRS NCBCL : 10.00 Code / Misc Criteria Creep Factor. 2.0 TCDL: 4.2 psf B Min Brg Width Req = 1.5 Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.569 BCDL: 5.0 psf S Min Brg Width Req = 1.5 Load D ation: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.357 Q Min Brg Width Req = 1.5 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.564 K Min Brg Width Req = 1.5 Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: Bearings B, S, Q, & K are a rigid surface. GCpi: 0.18 Plate Type(s): Bearings B, S, Q, & K require a seat plate. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208-15 Lumber Maximum Top Chord Forces Per Ply (Ibs) Top ch �d 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp_ Bot cho 2x4 SP #1 Webs 2 4 SP #3 A- B 27 0 G- H 4 -525 B - C 588 -579 H - I 93934 -734 Bracin C - D 626 -488 I - J 935 -734 (a) Con inuous lateral restraint equally spaced on D - E 272 -106 J - K 1161 -1131 membe Or 1x4 "T" reinforcement. 80% length of E - F 584 -525 K - L 27 0 web me F-G 584 -525 ber. Same species & SRB grade or better, attache with 8d Box or Gun (0.113"x2.5",min.)nails Windo # _ ChordsMaximum T BstCChnoprd ForcesChordsTens. Ply s.sComp. Membe design based on both MWFRS and C&C. ' B - U 451 - 388 Q - P 657 -571 �r a U - T 445 -329 P - O 652 -571 T - S 444 - 325 O - N 652 -571 WA mr S - R 340 -262 N - M 947 -886 R - Q 340 - 262 M - K 950 - 887 a STATE OF 41* Maximum Web Forces Per Ply (Ibs) .� Webs Tens.Comp. Webs Tens. Comp. C-U 216 -128 Q-H 1513 -1385 } U - D 209 -208 P - H 206 -2 D-T 109 -31 H-N 171 =61 D - S 751 -751 N - J 523 -429 SERIAL k S - E 196 -241 1- N 374 - 383 40 01 SA 38 FF 50 81 B0 8B 7F 49 00 99 2E 85 FB E - Q 500 - 398 J - M 223 -31 mit ltansirastvasn s{a gzi}ma -and zaatad try:e7axvacd tgarttnaa, G-Q 276 -324 , fit., ut.0471921 an the &vt s1aral�B atxtaat ct^.utrg a 533 3 s adtaatintLmmade, e'tktad ccpanarWf d.+^+-. =not cam &3u d farad_1a d and ti4 T _aS _j avthaA> mfim made mint tm vsrifW rA myde tram t$ylai. *`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 Compo en[ Safety Information, by TPI ancl'SBCA) for safety practices prior to performing these functions. Installers shall provide temporaryY nney bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache jnjpid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, nm r ntrtts ttx as appli ble. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. hefer to 7 drawing 160A-Z for standard plate positions. Alpine, (division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in Conformance with ANSI/l PI 1, or for handliA, shipping, installation and bracing of lrusses.A seal on this drawing or cover page_ _ listing t is drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and usP of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. A Job Number: 36CS00054 Ply: 1 SEQN: 668310 / T20 / SPEC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: RS DRW: Truss Label: B8 Wgt: 203.0 Ibs / ... 05129/2018 I' T + T 92 + } } 29' } 83 433"82'11"1533913 48084 3281 8'715 He5X6 12 C=-5X6 6 %5X10(SRS) 34 12X4 1�3X4T F G n 0 c+s l=3X6(A1)B � A I/ I —I R Q P I5X6 ' =4X'10 'O N M L 'V MU4 112X4 m112X4 m5X8 112X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 137 1 5' 21' �1+ T1"12 2'11"15+ 3'4°9 + 5'1°12 t 3'6"5 6'9"11 + 4'S"4 6'2"12 iT T1"12 10'1"11 13'A 18'8' 22'2"5 29' 33'5"4 39'8' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.037 M 999 240 B 527 1239 / 338 / - / 317 1 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.097 M 999 180 P 730 / 273 1339 ! - /- / BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.013 L - - O 1229 / 557 / 597 1- 1- 1 EXP: C HORZ TL 0.025 L - - J 787 / 358 1529 / - 1- I Des Ld: 37.00 Mean Height: 15.00 it ) Wind reactions based on MWFRS NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 2.0 TCDL: 4.2 psf BldgCode: FBC 2017 RES Max TIC CSI: 0.591 B Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: 5.0 psf P Min Brg Width Req = 1.5 Load Duration: 1.25 TPI Std: 2014 Max BC CSI: 0.329 MWFRS Parallel Dist: D to h/2 O Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.513 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Min Brg Width Req = 1.5 Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: Bearings B, P, O, & J are a rigid surfac GCpi: 0.18 Plate Type(s): Bearings B, P, O, & J require a seat pli Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Lumber Maximum Top Chord Forces Per Ply Top chord 2x4 SP #1 Chords Tens.Comp. Chords TE Bot chord 2x4 SP #1 WA-B 27 0 F-G Webs B - C 644 - 570 G - H Wind C-D 696 -515 H-1 D-E 405 -316 1-J 1 Member design based on both MWFRS and C&C. E - F 724 -746 J - K . Maximum Bot Chord Forces Per Ply 0$4s'y - Chords Tens.Comp. Chords TE x .�4o ° B - R 442 -392 O - N ft wy R - Q 382 - 307 N - M No 0Q-P 382 -304 M-L 0 . P- O 473 - 386 L- J ow 1W ,e Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Te x C-R 192 -74 O-G 1 � R-D 236 -105 N-G .. D - Q 79 -7 G - M D-P 916 -804 H-M P-E 170 -241 M-1 f E-O 480 -437 I-L Eft. F - O 167 -237 40 01 5A 38 FF 58 8180 8B 7F49 00 99 2E 85 Ft3 vsu item lrusba =6 wW.d by tits Ir&ann". €<f(R.. t[s. Cd7E9a'(afl'thedaseat�visatss��a53i� i aaa�mtr�r3i::nurJr i1ated capi"aidIi5 dotsazm^ams not tssasi ed s'rV"w mds lad ;esad t1�s'xA"T emixca emDa Host t zvm1W susulcdmitmus bias. -746 -813 -783 -1160 0 -570 -571 -870 -871 -1524 _4 -36 - 321 -394 _33 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary) Corey bracing per BCSI., Unless noted d herwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propper y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins lied per BCSI sections B3, B7 or 610, orx x�ftertts ttr 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 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 shippint, installation and bracing of trusses.A seal on this drawing or cover pa_ a listing this drawing indicates acceptance of pr 3 essiona engineering responsibility solely for the design shown. The su bdrty, 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 page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ' SBCA : www.sbcindu .com' [CC: www.iccsafe.a Job Nu ber: 36CS00054 4EBB 1 28-Cali "C" /DR Horton /4EBB 1828-Cali "C" Truss L bel: D1GE Ply: 1 SEQN: 6682311 T2 / GABL Qty: 1 FROM: AH Wgt 134.4 Ibs 10'8' 214" 10'8" 10'8° h— 2'8" —+ 1'4" -1 (TYP) I a4X4 Loadi g 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 Des L EXP: C Mean Height: 15.00 ft NCBC L: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load ration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spaci g: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top cord 2x4 SP #1 Bot ch rd 2x4 SP #1 Webs 2x4 SP #3 Platin Notes All pla s are 2X4 except as noted. Wind Mem er design based on both MWFRS and C&C. Addit I nal Notes See �IIGS A16016ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. 214" 21'4' DRW: ... / ... 05/29/2018 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or.=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R 1 U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.001 H 999 240 P• 81 137 / 39 / - / 11 1255 Lu: NA Cs: NA VERT(TL): 0.002 AE 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): 0.002 J - - P Min Brg Width Req = - HORZ(TL): 0.003 J - - Bearing B is a rigid surface. Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2014 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. Rep Factors Used: Yes Max Web CSI: 0.088 A - B 27 0 I - J 304 -24 FT/RT:20(0)/l0(0) Mfg Specified Camber: B - C 87 -120 J - K 253 -21 Plate Type(s): C - D 80 -90 K - L 202 -23 WAVE VIEW Ver: 17.02.02.1208. 1 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 No 04718P. u STATE OF K 40 01 SA 38 FF 50 8180 813 7F48 00 99 2E 85 F8 V111 A=aW by s: AA104rdcs, PEK. EEc.0471921�the d3°v4a SHA.s �ti5nastic��cawrrd+~, Wbtrd 4mbaafthk ducaaaaxstxrm mat ca.^r 6wed dqmadmd salad and aw be,"dfmd ragamjdc lmnk cbr& , Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AE 175 -108 X - W 192 -107 AE-AD 183 -110 W-V 191 -107 AD -AC 185 -110 V - U 189 -106 AC -AB 188 -111 U - T 187 -106 AB -AA 190 -112 T - S 185 -105 AA- Z 191 -112 S - R 183 -104 Z-Y 192 -113 R-P 175 -103 Y-X 192 -107 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C -AE 174 -103 W - J 187 - 83 D -AD 88 - 65 V - K 153 -73 E -AC 101 -74 U - L 100 -73 F-AB 100 -73 T-M 101 -74 G -AA 153 -73 S - N 88 -65 H - Z 187 - 83 R - O 174 -103 X-1 0 -162 "`WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly did ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or B10, 'le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of any failure to build the g or cover page_ rn. The suitability trixey, om/ranantx ut Job Number: 36CS00054 Ply: 1 SEQN: 668232 / T3 / GABIL 4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" City: 1 FROM: AH DRW: Truss Label: C1GE Wgt 78.4 Ibs / ... 05 2I/201 8 7' 14' 7' T 1 8" + TYPI G--4X4 Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II 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' -1 14' 14' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or "=PLI Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# LOG R / U / Rw / Rh / RL / L- 84 139 140 /- / 12 / Pt 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(fL): 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 TPI Sid: 2014 Max BC CSI: 0.026 Chords Tens.Comp. Chords Te A - B 27 0 G - H Rep Factors Used: Yes Max Web CS 1: 0.061 FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 14 - 66 H -1 Plate Type(s): C - D 61 -28 I - J VIEW Ver: 17.02.02.1208.15 WAVE D - E 113 -17 J - K E-F 165 -14 K-L F-G 221 -17 L-M Maximum Bot Chord Forces Per Ply Chords Tens.Comp. Chords Te B-V 145 -46 R-Q V-U 153 -47 Q-P U-T 158 -48 P-O T-S 161 -49 O-N S-R 164 -49 N-L gad'4z' west&*_ Maximum Gable Forces Per Ply (Ibs) 10 Gables Tens.Comp. Gables Tei ( C-V 122 -56 Q-H 04 D-U 116 -75 P-1 1 E-T 159 -72 O-J 1 Of F - S 205 - 83 N - K STATE G - R 13 -89 40015A38FF5B81BO8137F9800962E95F5 II7$i itnttrhvsbceaalarir,'}cd95salad bit t>7ase�zcl MErtGtvs, K�.us.tt4at&zfonthedatastowaabawWags5'4A+l aaai anticad:nw,IG 9rmemd ecp6mc tfik dacm- A an totcmW& nd rfgtzns:xnd=bd =t tfhe.MA, Z mx.t bw*wlfbd a-ydMmd: int.. "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly iid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins lied per BCSI sections B3, B7 or 1 10, i e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of -IPi 1;ortor n acceptance any structure its drawing,any failure to build the on this drawing or cover page_ ie design shown. The suitability -26 -48 -69 -89 -106 0 -49 -50 -51 -53 -55 -83 -72 -75 -56 M Job Nu Iber: 36CS00054 4EBB 1 II12I8-Cali "C" /DR Horton AEBB 1828-Cali "C" Truss Laeel: EJ7 SEAT PLATE REQ. Ply: 1 SEQN: 6682331 T19 / EJAC Qty: 14 FROM: AH DRW. Wgt:23.8lbs .. / --- C 05/29/2018 1' �I I 7' -� 7' Loadi g Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# LOG R / U / Rw / Rh / RL / W B 336 1117 / 259 /- / 173 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 / 20 / 101 1- ! - 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.014 D - C 171 / 133 / 91 / - / - / 1.5 Des L 37.00 EXP: C L 0.025 D - - HORZ(T) Wind reactions based on MWFRS Code / Misc Criteria NCBCL : 10.00 Mean Height: 15.00 ft Cree Factor. 2.0 P B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psi Bldg Code: FBC 2017 RES Max TC CSI: 0.496 D Min Brg Width Req = Load uration: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.368 C Min Brg Width Req = - Bearing B is a rigid surface. S aci P g= 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): I 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. Lumb it A - B 27 0 B - C 77 -151 To cord 2x4 SP #1 Bot ch rd 2x4 SP #1 Wind 11 design based on both MWFRS and C&C. E3 40 01 SA38 FF 56 9180 BB 7F48 00 99 2E 85 F8 YtttsidaRias Psacra mlaetr�jdadsard:,�zlcd by #rassz¢d 6aartes, 7f (Z Lk.0471V4 an Ot dvbz s1w nabom u-.ing a PM-1 ms.'t4fe85�aSmlU^, ftsswd cwtuafrfva dru=am not amidm dAra land mabd Z dr_s�alC" amrpdectrank =;im **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! `*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS of istramt of webs shall have bracingg Installed per th as shown above and on the Join? Details, unless Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 a division of ITW Buildin�t�LComponents 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 the responsibility of the building Designer per ANSIITPI 1 Sec.2. fr17£j1. Fltjl�IlPI1rS, A1T A Job Number: 36CS00054 Ply: 1 SEQN: 668234 / T16 / JACK 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 4 FROM: AH DRW: Truss Label: 13J5 Wgt 16.8 Ibs / ... 05/ I9/2018 T / SEAT PLATE REQ. C 77 M o to „ N M 5' 5' Loading Criteria (pso 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 too L/defi L/# Loc R / U / Rw / Rh / RL ! B 263 196 / 208 / - / 129 / TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 90 113 / 70 / - ! - / BCDL: 10.00 Risk Category: 11 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: 10.00 Mean Height: 15.00 it CreepFactor. 2.0 B Min Brg Width Req = 1.5 Sofrd: 2.00 TCDL: 4.2 psf BCDL: 5.0 P sf Bldg Code: FBC 2017 RES Max TC CSI: 0.309 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.182 C Min Brg Width Req = Bearing B is a rigid surface. Spacing: 24.0 " P 9 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from ehdwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Ch d T C Ch d T Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 0 40 013A.S8 FF 5B 91 SD BB 7F48 00 99 2E 95 FB as�ttatar hasa ,ata s medWdstaledWuzm-msktarunes .. FE (R. tk. C47F821na the date shcwaabava %&nga SHM, ara�encicat�ttrttYda W."dzaFlexed't.}s der_rr. A= notc:ssW&Md si �ar,d mnalod zna thax mrattw..v fbd ma ,Fdectmnk =04S.. -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of or s ens, omp. or s e A-B 27 0 B-C Maximum Bot Chord Forces Per Ply Chords Tens.Comp. B-D 0 0 inpp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the illrPl 1, or for handling shippinq, installation and bracing of trusses.A seal on this drawing or cover page, . rs acceptance of professlonai engineering responsibility solely_for the design shown. The suitabthty BRAN any ral nt Job Nu ber: 36CS00054 Ply: 1 SEQN: 668235 / T171 JACK 4EBB 1 ?8-Cali "C" /DR Horton 14EBB 1828-Cali "C" Qty: 4 FROM: AH DRW. Truss" el: BJ3 Wgt 12.6 Ibs / ... 05/29/2018 C 12 6 M O Lo 2X4(A1) B 04 A D SEAT PLATE REQ. 1 r � 31 � 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W B 193 176 / 162 / - / 86 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 16 141 / - 1- / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - - C 64 / 51 130 / - / - 11.5 Des L 37.00 EXP: C HORZ 0.003 D - - (TL ) Wind reactions based on MWFRS Code / Misc Criteria NCBC �: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 p B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.174 D Min Brg Width Req = C Min Brg Width Req = Load Spacin ration: 1.25 : 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist 3.00 ft TPI Std: 2014 Rep Factors Used: Yes Max BC CSI: 0.072 Max Web CSI: 0.000 Bearing B a rigid surface. B a: - Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing requires a seat plate. 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. Lumb Top c r ord 2x4 SP #1 A - B 27 0 B - C 29 -105 Bot ch Ord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Memb r design based on both MWFRS and C&C. B - D 0 0 0 NV �v«a� AM 4`2. # e' v '- � of a 40. e SERA, 40 01 SA38 FF 5B 8180 BB 7F48 00 99 2E 85 FB Skh Itemtm face waied by mawd Martinis, lk. irc711121 Cc Me daft gLown abaw wag a SHA4 - alaihem�az&�s�a.. EiSnta�'sttpi+ue�thas dr�cr..sriafa a�mcrraadsaed s�xiac and zeaiad and tW sm,Aa a aumentimtienwaie m-w b� vs As ed ea wfdectmnY_ catiax "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss s Com onenf braci require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI an7'SBCA) y safety practices prior to performing these functions. Installers shall provide temporary rrrr� BCSI. Unless have bottom chord shall have a g attac ed per noted olherwise,top chord shall properly attached structural sheathing and properly rigqid ceiling Locations shown for lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810, as ap licable. 'gs Permanent om wnertts,uc Appty plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to T drawi Aipin � truss n 160A-Z for standard plate positions. a division of ITW Buildinpp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. , listin this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability this yawing for is the Building Designer ANSITTPI 1 Sec.2. and se of any structure the responsibility of per For mo information see this'ob's general notes pacte and these web sites: ALPINE: www.ai ineilw.00m; TPI: www. inst.o • SBCP: www.sbdndu .com; ICC: www.iccsafe.orq Job Number: 36CS00054 Ply: 1 SEQN: 668236 / T18 / JACK 4EBB 1828-Cali "C"!DR Horton /4EBB 1828-Cali "C" Qty: 4 FROM: AH DRW: 1 Truss Label: BJ1 Wgt 11.21bs / ... 05/29l2018 12 6 C B M 2X4(A1) o -T- A D SEAT PLATE REQ. 1 III 1r 1t, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# LOG R / U / Rw / Rh / RL B 150 177 / 145 / - 142 ! 8 0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 110 / 18 / - /- / 11.5 BCDL: 10.00 tegory: II t Ca RiskSnow Duration: NA HORZ(LL): 0.000 D - - C -14 128 / 25 / - 1- I (5 Des Ld: 37.00 NCBCLL: 10.00 EXC Mean Height: 15.00 ft g �) HORZ L 0.000 D - - Creep Factor. 2.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code / Misc Criteria Soffit: 2.00 TCDL: 4.2 psf BCDL: 6.0 psf Bldg Code: FBC 2017 RES Maz TC CSI: 0.163. D Min B Width Re - C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.015 Bearing B is a rigid surface. Spacing: 24.0 " p g C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 Chords Tens.Comp. Chords Terisl Comp. Lumber Top chord 2x4 SP #1 A - B 27 0 B - C 8 19 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 ,40, No 4 e� 40 01 SA38 FF 558150 BB 7F48 00 99 2E 95 FB Thu itemRasbem elearwimWitnad mrds lad by M=.4 matt+=+ ff(&L, tit.6'�i7t52(cfl:�lmai °.zihYwu e4sc[r�ar ga5#63 8 stsffiien�3�itaYde. I r'+tad t��.sritt� dtxea�tstarm nuttrsnitlexad signaa.'�dseakd I �aE tt� �aa ent�astcaa uea nut As sedt�d m d«tm� I I, cuyfos. "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! I I —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of Componen[ Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. installers shall provide bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall BCSI (Building temporary eftrey have a progefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins Iled per BCSI sections B3, B7 or 10, n#r Fnnmt tte as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. 12efer to f drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinppComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the bracing trusses.A this or cover truss in conformance with ANSI PI 1, or for handling, shipping, installation and of seal on rawing page_ , listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability the Building Designer ANSI/TPI 1 Sec.2. and use of this dawing for any structure is the responsibility of per Far more information see this" Us general notes page and these web sites: ALPINE: www.at ineirw.com: TPI: www. inst.o ; S8CA: www.sbdndu .corn: ICC: www.!ecsafe.o Job N 4EBB Truss TCLL: TCDL: BCLL: BCDL: Des L( NCBC Soffit: Load t Spacir Lumb Top ct Bot cH Cil"7C"0/DR Horton 14EBB 1828-Cali "C" I Wgt 42.0 Ibs FROM: AH 237 / T21 /HIP_ I DRW; as i 67 + 9110"1 6'3" 3'7" SEAT PLATE REQ. C 1'5" 6'1"4 T 3'2" 161 6'1"4 9'3"4 9'101 Criteria (psf) Wind Criteria 20.00 Wind Std: ASCE 7-10 7.00 Speed: 160 mph 0.00 Enclosure: Closed 10.00 Risk Category: II EXP: C 37.00 Mean Height: 15.00It 10.00 TCDL: 4.2 psf 2.00 BCDL: 5.0 psf ation: 1.25 MWFRS Parallel Dist: 0 to h/2 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 2x4 SP #1 2x4 SP #1 SP #3 pecfal Loads -(1 Lmber Dur.Fac =1.25 / Plate Dur.Fac.=125) TC: rom 0 plf at -1.41 to 55 plf at 0.00 TC: rom 2 plf at 0.00 to 2 pif at 9.84 BC: rom 0 plf at -1.41 to 4 plf at 0.00 BC: rom 2 plf at 0.00 to 2 pif at 9.84 TC: -7 lb Conc. Load at 1.41 TC: 128 It Conc. Load at 4.24 TC: 238 lb Conc. Load at 7.07 BC: 23 lb Conc. Load at 1.41 1179 BC: 103 lb Conc. Load at 4.24 BC: lb Conc. Load at 7.07 and reactions based on MWFRS. 1 05/2912018 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL Pf: NA Ce: NA VERT(LL): 0.015 G 999 240 B 330 1208 1- 1- /_ Lu: NA Cs: NA VERT(TL): 0.041 G 999 180 E 385 1175 ! - / 0 / 0 Snow Duration: NA HORZ(LL): 0.004 F - - D 29 114 / - /- / - HORZ(TL): 0.008 F - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0241 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.326 D Min Brg Width Req = - Bearing B is a rigid surface. Rep Factors Used: Yes Max Web CSI: 0256 Bearing B requires a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: I 110.6 / 1.5 / 1.5 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A-B 14 -11 C-D 55 -72 B - C 330 - 650 047102 F SyArE OF 40 01 5A 38FF 55 8180 BB 7F 4900 99 2E 85 FB rbsLitar s'has&cun ekeia s&a. ,y ted=I suAad by MwAml Wrtb,=. 'PE{FL.L 047,SBzf M tAa dasc stwwn abaw sag a dill' azutlentka.afrau�r. ?geedcwias a11fik drr-rasw- =not cnn-Jdu ds3pvr _a dna hd Z khm w"t3 au3Asnt4At#m ade m+wt Gn>rcrlfbd m myctmnk C=WL Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- G 604 - 290 F- E 0 0 G - F 591 - 288 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ G - C 286 -47 C - F 345 -709 "*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trus s require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) to safety practices prior to performing these functions. Installers shall provide temposry etney bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly atta hey riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B10, ow aaneratsaar as ei ' icable. 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. Alpi e, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the trusEllin conformance with ANSIII PI 1, or for handling' shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listi g 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. Gable Stud Reinforcement Detail_ h=lnLin.eLSp=ee=d-=-1=S=Mean=Height; Enc-nosed, Exposure -C; Kzt = 100 E- arl 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure Il, Kzt = 1.00 nr, ipn nnh %Jinni Cnoarl- /5' Mann Malnht. Pnrtially Fnrin<ad. Fxmntura D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species IGrade No Braces (1) lx4 'L' Brace w (1) e.4 'L' Brace w (2) 2x4 'L' Brace w (1) 2x6 'L' Brace w (2) 2x6 'L' Brace w Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B - r S P f #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12, 2' 12' 8' 14' 0' 14' 0' #3 3' B' 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' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' F Standard 3' B. 4' 11' 5' 3' 6' 7' 7' V e' It, 9' 6' 10' 4' li' 1' 14' 0' 14' 0' n% #1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 1 9' 4' 9' e' 12' 4' 12, 9' 14' 0' 14' 0' -J S P #2 3' 10, 6' 7' 6' 10' 7' 9' 8' V 9' 3' 9' 7' 12, 2' 12' B' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, li' 11' 8' 14' 0' 14' 0' oj D F L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' 11' Ill 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' e' 11' 9' e' 10' 4' 13' 1' 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' 0' 13, 11' 14' 0' 14' 0' 14' 0' U S P F #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' O H F Standard 4' 2' 6' 1' 6' 5' e' 1' 8' B. 10' 5' 10, 10, 12' 8' 13' 7' 14' 0' 14' 0' QJ #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' it, 1' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' li' 0' 13, 11' 14' 0' 14' 0' 14, 0' 03 4' 4' 6' 5' 6' 10' 8' 6' 9' i' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' QJ D F L Stud 4'I'D 4' 6' S' 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' t0' 10, 11' 10' 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 10' 7' 12' t' 14' 0' 14' 0' 14' 0' 14' 0' d u U O S P F I -I Ii F #3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' S' 2' 8' 5' 9' S. to, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X 01. 5' 1' 8' 5' e' 8' 9' 11' 10, 3' 11' 9' 12' 3' 14' 0' 1 14' 0' 14' 0' 14' 0' d S P #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' L4' 0' 14' 0' 14' 0' 14' 0' (U D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' I' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' nWe Truss I Diagonal brace optionr .�- vertical length may be doubled when diagonal 18' )K brace Is used. Connect L I diagonal brace for 600# T at each end. Max web Brace total length Is 14'. 3VE31E 2x6 DF-L #2 or i better diagonal r I Vertical length shown I bracer single 81 In table above. or double cut L 1 45• (as shown) at upper end. Connect dianon t at A&5�-N rg AN I W COMPANY 133B9 Lakefront Drive Earth City. MO 63045 `jr1 ly, Ilk Refer to chart above for n -VAMINGl w READ AND FRLOV ALL NOTES- ON THIS DRAWINGS ` - ..DgPMTANT>v FLMSH TM DRAVING TO ALL COHMALIWa MMUDIM THE WTALLOM t Trusses require extreme care In fabricating, handit,•shipping, InstalOng and bradrg. Ref.K. to and �Z QC Follow the latest adtion of BM00,1ng Component Safety Information, by TPI vnd SSCA) forj.. safety practices prior to parforming these functions. lnstall r shall provide temporary b dog per BCSL Unless noted otherwise, top chord shall hove properly attached strueturol shewt arM lwttbn chord shall have . property attached riald ce18rp. Locations shown For permanent lateral restraint of webs _ shall have bracing inctaaed per SCSI sections 43, 87 or 810, as np icable. Apply plotvs to each face of truss and position as shown above and an the Jdnt Details, UMfec nated nthal`.1se. Refer to drari gs 16OA-2 for standard plate posltbns. Alpine, a rBYalon of ITV Bu0.aing Corp-hte Group Inc shall not be reap-ble far any deviation from this drawing, any follure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, `so rstall.tbn 6 bnt racing f trusses. �iy A sean this drawing ar cover g page listing this di awi , Indicates acceptance of profess onat A Farcry r4r,struct� is the g solNrespansbWty edF t�1u' VAdhg Deslgmr per ANSI/TPI I Sect, show� The sultability and use of this wing For more information see this Job's general notes page and these web sites, ALPINE, wwwaipineltw.coml TPI- 1rw..tpinstorg) SDCfv www.sbclndustry.argi 100 wwwlecsafe.org 121 Bracing Group Species and Grades, Group AI S ruse-Plne-Fir Hen -Fir al / #2 Standard 1 #2 1 Stud #3 Stud 1 1 #3 Standard Dou las Fir -Larch Southern Pinewww #3 03 Stud Stud Stnndard Standard Group BI Hen -Fir ql 4 Btr al Do las Fir -Larch Southern Plnewww al #t a2 #2 lx4 Braces shall be SRB (Stress -Rated Hoard). .wFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades, Gable Truss Detail Notes, Vlnd Load deflection criterion Is L/240. Provide uplift connections for 75 pif over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d <0.128'x3.0' min) nails )K For (1) 'L' bracer space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. ill ilEFor C2> 'L' braces, space Halts nt 3' o.c. In IS' end zones and 6' o,c. between zones. 'L' bracing must be a minimum of 807 of web member length. 11 Goble Vertical Plate Sizes Less than 4' 0' 2X3 Greater than 4' 0', but less than !L' 6' 3X4 Greater than ll' 6' 4X4 Vertical Length Na Splice + 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 IATE OF ®ri `o� �ANAX, TOT, LD. 60 PSF SPACING 24.0' Gable Stud Reinforcement Detail ASCE 7-10: 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 Ore 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nr, 1Pn mnh Wind Snepd. 3D' Mean Helaht. PartlaLLv Enclosed. Exonsure D. Kzt = 1.00 S 2x4 Brace Gabte Vertical Spacing Species Grade No Braces (1) ix4 'L' Brace X (1) 2x4 'L' Brace x (2) 2x4 'L' Brace o (1) 2x6 'L' Brace Ill (2) 2x6 'L' Brace le Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r #1 / #2 3' 8' 6' 3' 6' 6' 7' 5- 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13, 9' 14' 0' US P r #3 3' 6' 5' S' 5' 9' 7' 2' 7' 7' 8' B. 9' 1' 11' 3' 11' Il' 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' 11' 13' 7' 14' 0' O P Standard 3' 6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' Q% #1 3' 10, 6' 4' 6' 7' 7' 6' 7' 9' 8' It' 9' 3' it, 9' 12, 2' 13' 11' 14' 0' #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13, 8' 14' 0' c�u D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10' 10' 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' B' 6' V 7' 9' B' 3' 8' Ill 9' 7' 12, 2' 13, 0' u #1 / #2 4' 2' 7' 2' 7' 5' e' 5' B' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' _ S P F #3 4' 0' 6' 7' 7' 5' 8' 4' a, 8' 9' ill 10' 4' 13' V 13, 7' 14' 0' 14' 0' u. Stud 4' 0' 6' 7' 7' 0' 8' 4' a, e' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0- O H F Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10' 12, 8' 14' 0' 14' 0- #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' n, - D F L Stud 4' 1' 5' ill 6' 4' 7' 11' a, 5' to, 0' 10, 5' 12, 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' S' 3' S' 7' 7' 0' 7' 6' 9' S' LO' 2' 11' 0' 11' 9' 14' 0' 14' 0' .Q #1 / #2 4' 8' 7' It' 8' 2' 9' 4' 9' 8' 10, 1' it, 6' 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' t0' it, it, 5' 14' 0' 14' 0' 14' 0' 14' 0' LD X u O L1 F �I Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' I1' 11' 5' 14' 0' 14' 0' 14' 0' -14'-0'- Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, Ill 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' #1 4' 10' 8' 0' 8' 3' 9' 5- 9' 9' Ill 2' It' 8' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' e' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' II' 0' ill 6' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' <-1 Stnndnrd 4' 5' 6' V 6' 5' 8' 1' 8' 7' 10, 11' 11' 5' 12, e' 13' 7' Bracing Group Species and Grades, Group A- S ruse-Plne-Fir Hem-Flr Standard1 #2 Stud #3 -Stud 1 03 Standard Dou las Flr-Larch #3 Southern Pinewaw #3 Stud Stud Standard Stnndnrd Group Bt Hem -Fir al g atr a1 Dou as Flr-larch al Southern Plnewlts al #2 #2 Fx 4 Braces shall beSRB (Stress -Rated Board),IxFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Galote Truss Detail Notesi 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 2' 0' overhang, or 12' plywood overhang. About K Attach 'L' braces with told (0.128'x3.0' min) nails. A For (1) 'L' brace- space nails o t 2' ac. able Truss In 18' end zones and 4' o.c. between zones. )K)Wor (2) 'L' braces- space nails at 3' o.c. Dla onnl brace o tbm 0 p T In 18' end zones and 6' o.c. between zones. vertical length may be doubled when diagonal 18' )K bracing must be a minimum of 80% of web brace Is used. Connect II L I member length. diagonal brace for 690# f t 'L' Gable Vertical Plate Sizes at each end. Max web ( Brace I total length Is 14'. th No S )K)K Vertical Len lice I 2x6 DF-L #2 or Less than 4' 0' 2X4 better diagonal r I Greater than 4' 0', but 4X4 Vertical length shown I brace) single 8, less than 12' 0' � In table above. j or double cut 45• (as shown) at L 1 + Refer, to common truss design for upper end. peak, splice, and heel plates. R ontinuous Hearing Refer to the Building Designer for conditions IIlllll111f Connect diagona at not addressed by this detail. midpoint of vertical web. Refer to chart above for max g66' erq(New length. —VARNINy ND CiREAD AFO LOW ALL NOTES ON THIS ORAVRGI —IMPORTANT FURNISH TDRAWING TD ALL CONTRACTORS INCLUDING THE INSTALLERS HIS \\ rri REF ASCE7-10—GAB16030 Trusses require trame care In fabricating, handling, shipping, Installing and bradng Refer to and Falloe the latent edition of SCSI (Bund:ng Component Safety Information, by TPI and SSCA) for safety �� e' �G��S€ DATE 10/01/14 to rlsef meat°dng per BCSI d,ordthew M wnFwwns. Installersattached �truc bottom `� t i lPn^lesekrwted otherior rural chord top property hind and shall lave a property attached ripld cellhg. Locations shown for Pvrnnmant lateral restraint of webs have Installed or BID, as applicable. APPLY to each face BCSabove No J- DRWG A16030ENC101014 I7 n Q IU' chat, s per Plates rat sand on the J no of true- and pp citron as shown above and on the Joint Details, unless noted otherwise. and drovinps 7l = l� U Refer to 160A-Z for standnrtl plate posltfons, RV Midi? Components Group Inc be for any devlotlon From ATE OF AN ITWCOMRANY pipine, division of shall not responsible this d—I ng, any fnaure to bull the truss In conformance with ANSI/TPI 1, or for handling, shipping. rus Installation L bracing of tses. sent-ur*e+*�+• wl^m-or=eavee�p°ge-Usting-tf�dcovb+&_IndC9tes acceptance of professional resPonsa,glty solely far the�esion shavr�Tha-srdtobSliY'aieisv—nf-'ue-•e•^• Z �O l� •+�. � - _ \,ice MAX, TOT. LD. 60 PSF far any —e L^ the responsibWty of tha BWlaing Daslgner per13389City. r - _fT ��4;i � MO630vo Eanh City. M06?045 For more Infornatlon see this job's general notes page and these web sites- ALPINE, ww Wrialtir.coni TPI, vw.tD1nst.crai SBCA, wwv.sbcindustryarg) ICO vwwiccsofeorg r+�ryp,•}�1�+q` Ltd\ 4o-4{lfA��i 4!Iq¢yFs,�"sL�t6? MAX. SPACING 24.0' Galole Detail If web has a scab brace, then webs Refer to appropriate Alpine gable detail for over 48' from Joint to Joint need minimum plate sizes for vertical studs. to be braced with 'L' or 'T' braces. Brace is 90% of member length. (E)Refer to Engineered truss design for peak, splice, web, and heel plates. Gable vertical length ®If gable vertical plates overlap, use a + greater than 48' 'L' single plate that covers the total area of or 'T' brace required the overlapped plates to span the web. rSc + �4ss6 Examples 2*2X4 2X8 No 'L' or 'T' brace required In lieu of scab brace Gable vertical length greater than 413' 'L' or 'T' brace required 'T Reinfo Menk Go Tr Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nails, 10d Common (0.148'x 3.',min) Notts at 4' o,c. plus (4) nafls In the top and bottom chords. Toenalled Nallss 10d Common (0148'x3',min) Toenails at 4' mc. plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END10IM4, A20015PED1010141 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A1603CENC101014, A20030ENC101014, A20030END101014, A20030PEDIOL014 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe-nalt - Or - End-nalt To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace Examples ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30 x 8' 7' = 11' 2' 'T' Refnf. 'T' Mbr. Size Increase 2x4 30 2x6 20 ��^ II� ALPONE AN IIW COMPANY 13MLakeftwtVw WhCity. MOMM 11VARNDIG110 READ AND k9.LQW ALL NDTES ON THIS MAWDIM b1BWtTNII>y 1'10=1 TICS DRAWING M ALL CUNMCIQiS INCLUUM TIE 1NSTALLQIS. Trusses require extrene care in fabricatig, handift, shipping, instollI g and brackV. Refer to and follow the latest edtlon of 8= ®ulldi g Component Safety Information, by TPI and SBCA) for safety prnctices prior to wise. top c ordtheses functions installers shall provide rat'shory brndno per BCSL UMess noted otfierrlse, tap chord shall have properly attached sirueturat aheathing and bottan chord shall have a property attached rigid caBY�, Locations shown for permanent lateral restraint of webs shall have bracing Installed per abo sand on %h 87 or B10, as untesabte. Apply plates W each face of trues and p�oslltlon as shown above and an the Jdrrt Detafts, neless rated atl,erwlse. R Aspine�o d thorn off TTVZ Bukdno Componentsfor plate GroupGroouup bxn shell not be responsible far any deviation from tws dra any fallre to build the truss In calwormnnce with ANSVTPT I, or for Installotlon L br=bV of trusses, A seat on this drawing or cover pope listing *ds drawing, knicates acceptance of Professk nol erspiowrip n safety for the design shown The sultoblkty and uw of this drawip for ay struebre" is %l; resyoeaLMlLy of the ilA&V Desfaner Per Ae6i/TPT 1 Sec2 For more information see tkes Job's general antes page and these .eb ,ilea ALPINE) wwwatpheitaconl TP1. war tphatargi SBCN wwwsbcfrnlustryol^gl ICO aww,lttsafe.orp ,,,sn)alff d„?M�1RT�9 .,` ^'.,Y'�-a)a'N4 .'It" KO 447462. ^. '$z :fit g;=Az� of t s4;: Pk " aossas ....esnnasnsssrs ...--.�. `®'• �« MAX. TOT. LD. 60 PSF REF LET —IN VERT DATE 10/Ol/14 DRWG GBLLETIN1014 DUR. FAG ANY MAX, SPACING 24.0' Hip Frame Details Hip Frame 2; 'R' lthed Use this detail for, Hip Frame - provided by truss Manufacturer, ASCE 7-10, 180 Mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip frame is designed to provide bracing for flat top ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or chords of hip frame system where indicated, Flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of stepped hip system must be So, Pine lumber, ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, Structura anels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hi�mo 11pWr'lins, -.VARNB,G— R[AB AND FOLLOW ALL MITES oI TNIS DMVIxa —WMTANIws FURNISH TNIS MAVM M ALL CONTRACTORS INCLUDItK. THE INSTALLERS. In fabricating, er 1afetndy sof `��@' \G�NS'�. '�� ' �r.1 REF HIP FRAME DATE 10/01/14 f uc:S6u`,e ci t`amt on"of`Bacs`I w oa e°�i typ[ forn¢tbn by TPIb¢nd SBCA)`for practices prior to perfornng the.¢ iunCLlons. Inshit.,..Intl provide teriporary �bradn per BCSI. unless noted otherwise, top ch¢rd snau have property attadxd structural sheatYxne Doi botton chord shou have a properly aLtachad rigitl ceM1n& Loca = shown far pe-..nL lateral restraint of webs. Na * = DRWG HIPFRI801014 t� Q l�uau---�---- �U sections BB, J or RI., as nppucaluo. Apply plow. to each Face ahnu have and of truss and pposltbn as shown nbove and on the Joint Deto0.s, mless noted ¢therrlse. rot n.tas s pow above % S.- A E OF 1 API_tTW QOMPANY Refer to drarinps 16DA-Z for standard pl¢te positions. Alpine, a divbbn of ITV Buildno Conponents Group Inc shall not be responsible for any devlatbn fron tNs_drn�wn I -any fa4ure 'to buad the truss n conFornance with ANSI/TPI L or for handuno, shipping, .� 2 t� _ F�_1 �R,,r �a �• kraftit- E bwc�f-tru.sas A seal on this dra.hV or paver page u tine this drama, ndkates acceptance of profs. r reapo Rl solc yet tlx des� men The suitability and use of this drawnp �for Sw SecE. Ea h ityeMOlDrive 630a5 �y ax dojo Declgner per ANS[/TPt t For wore nFornation see this job's general notes pago aM these web sites �� laid AL ALPINO rsvalpkWtw.ccnl TPB wwntpinst.orgl SBCAi wwacbchdustryorgl ICO rwwk=.Fa..g Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, )K)KAttach each valley to every supporting truss with, (2) 16d box (0,135' x 3.5') naps toe -nailed for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown, Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates, 3X4 12 12 Max. (— 2X4 X4 f-- 8-0-0 max --i 4X4 12 12 Max, I 1X3 X3 5X4 SPL TV I'I CICTIjI I l., L-I IL%V� -I 1-/fir/, v, ,.- v i,-- Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, same species and grade or better, attached with 10d box (0.128' x 3,0') nails at 6' o,c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014, Top chord of truss beneath valley set must be braced with, properly attached, rated sheathing applied prior to valley truss Installation, Or Purlins at 24' 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. Axw 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-nalted 2X4 F add 4X4 2x4 Square Cut Stubbed Valley Optional. Hip Bottom Chord End Detail Joint Detail V 20-0-0 (++) I at 2' O.C. I --Plan_ J Supporting trusses at 24' O.C. maximum spacing, —WARNU43- READ ANn FBLLW ALL WITS UN TM BRAVH+<a TD ALL CONTRACTM MCLUUM TIE RISTALLERR �.�` Ai'�,� TC LL 30 30 40PSF REF VALLEY DETAIL DATE 10/01/2014 MUVW17ANTM FUMM TM BRAVM Trusses req k,. estreme core In fabrk.tkV, hand11n8, shying, InstaWn and bracing, Refer to and follov the latest edition of BCSI ®Wang Component Safety Information, ey TPI adW saw for e.fety . Vz i�'�-A`.5'�c�� jC DL 20 15 7 PSF prvetkes prior to perfrein0 these Cw�etbrs. Inotallers shalt provide ter4— y brad per BCSL lIM : t.d ather.lse, top dnrd shalt hart properly att..hed etruct—I aheath,np an� bottom ehord ��`e i 'M �\`. I DL 10 10 10 PSF DRWG VAL160101014 d �� shalt trove a properly attachetl N.4p1d ulWW�syy Lac V-. shorn far pernv,en't lot.rot restraint of ebs shall have brocbg Inst.11ed per HCSI seeYons 93, H7 B18, ac applicable. Apply plates to each Pose of truss and P-ala. .. char,. ab.v. and an the .bins BetaR., unleu mted atherds.. - _ r ,- B LL 0 0 0 PSF 55 AN Rw OOMPANV Refer to d-N ge 16CA-i for t.M.rd plate posltlo- Atpine, division f ITV 9,lt Component. Grouupp inc. shall rwt be resporWNe for an�y I ti- iron this drarkg, any P.Rure to build the truss In canfornanc. rith ANSI/TPI 1, or for hnMlirg, wppi^g, - _ + ` '�T C•F - Tl3T, LII, 60 ,- 57PSF Installatbn L brachg of trusses. A seal on tHs droebg or cover page Bstlig this draring, hVlcatss aezeptence of prof"Slow for the sna.n. The suttaWtq and use ov itds dtra.trp ,c•'t ,A- .� (') ✓. �a p� I� UR.FAC.1.25/1.33 1.15 1.15 mmstluty .otely yr nrry M,cMrero is tM r.W�Ky of w B.4,0V Bes4^er per At6U1P! ! sec2 '�i SPACING 24,0 ' 13389 Lakefront Ddve Earth City, M063IM6 for nre Informtbn see this ,lob's general notes ppaaOe and these reb sites, ALPINE, veratphreit-ort, TPI, rrr.tgabist-II, SBCA, ewe.sbcnWuetryarg, ICO rnkesaf.,orp .` ;. fa !�l` y� 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 sf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0, Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purtins. The building Engineer of Record shall provide dlagonal bracing or any other, suitable anchorage to permanently restrain purtins, 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, chlmney or drag strut loads. via Refer to Enoineer's sealed truss desion drawino for oioovback and base truss specifications. Detail A f Purlin Spacing = 24" o,c, or less 12 ena9 anla az c4 max o.c. spuony 'n ioe uwt:er.. Detail B 1 Purlin Spacing > 24' o,c, 12 Up to 12 V Piggyback cap truss slant palled to all top chord purlln bracing with (2) 16d box nails (0.135'x3.51) and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails <0,128'x3') at 4' o.c, Attach purlln bracing to the flat top chord using a minimum of (2) 16d box nails (0.135'x3.51). 4' / I I �_uSpacing ) 24' (/ 24' o.c, max \\ I I \\ I I LTop Full Chord Scnb (Typical Each End> Chord Flat top chord purllns required at Depth both ends, purlln spacing > 24' o,c, Note. If purtins or sheathing are not specified on the flat top of the base truss, purtins must be Installed at 24' o.c. max. and use Detail A. T};1¢f+iitillli WARNRaila READ MID fOLLDV ALL NOXS QI THIS DRAVDG -D4PMTANTes FMOSH THIS DRAVING TD ALL C04TRACTURS MMLID04G THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping. Instating and bracing Refer to and ��v�\� /f� ``�• \ 'l /� �%�[l� roller the totest edition of BCSI (Bulding Component Safety information, by TPI and SBCA) for safety procticee prior to performing these functions. Installers shall provide temporary brntl.0 par BCSL -I... noted other-., top Nord hall hove properly attached str---I sheath4,g and bottom chord el ��V z N , small have a properly attached rigid cola ng. I.ocotlans shorn far prrnoneM lateral restraint of robs 0 Q ��O Appoly plates to each face J or BtO, ne—too. installed per BCSI sections the shad have and of truss and In,16C -Z shorn and r and on the Joint Deta0.e, ,nlesc noted therrlse. position Refer to drnwNgs 160A-Z for standard ptnte positions. - Alpine, A aN1.1m of ITV Building components Group Inc shatt not be sponsible for eny devlatlon from AN 1TW OOAAPANY this di any rdiure to build the truss In conformance with ANSI/TPI 1, or for he mg. shipping, Installation 6 bracing of trusses. cal-on-this-drarNp-o' cavar_poRLUsting this drnwi g, Wk tos acceptance of profess)onol erg4.eer4g respwfr�ity`slaty-farina-dxlgm rms=wltabYtty- muse-of-this-drarMg for any Is tin resporbllty of the &Adng Des7gmr per ANSVTPI 1 �ec2 a`g �4 �g _ _ b_ 1VT 13389 LakeBont Owe Earth Ciry,M063045 structure For more Information see this Job's enerat notes age ad these web sites, ALPINE. wrralotneltreon. TPli rrrtobnstorm SSCA, rrrsbebndustrrarai ICG wrrleeeaFearg 4 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 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. Attach 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 Trulox plate attached with (8) 0.120'xl.375' nails, (4) Into cap TC & (4) Into base truss TC or <1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xi.375' nails. Note, Nniting thru holes of wave plate Is acceptable. is In addition, provide connection with one of the following methods. Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0.120'xl.375' nails Into cap bottom chord and (4) In base truss top chord, Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'x8'x7/16' (min) APA rated sheathingg ggussets (each face). Attach @ 8' o.c, with C8) 6d common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF 142, full chord depth scabs (each face). Attach @ 8' o,c. with (6) 16d 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 Plaavback Plate One 28PB wave pigggyback plate to each face @ 8' o,c, Attach {eeth to piggtiback at time of fabrication, Attach to supporng truss with (4) 0.120'xl,375' nails per face per ply. Piggyback plates may be staggered 4' o.c, front to back faces. 24.0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 -_= �= —CLR=Rai-�orcrrig Mer�loer Sutos�cation This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method Is desired, Notes: This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative, For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6w T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, (BYO Center scab on wide face of web, Apply (1) scab to each face of web. T-Reinforcement Or T-Reinf. L-Reinforcement: or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' c.c. Reinforcing member is a minimum 80% of web member length. T-Reinf, L-Reinf. Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. Scab Reinf. 'Z —VARfNINGW READ NO rMLOv &L NOTES IN THIS BRAWNCi ■rIWWTANfa PLIR M n= BRAWL TO ALL CMn=T= DELUDING THE DiSTALLERS .�'O,,- f p "`E�i �� IfllQ tl TC LL PSF REF CLR Subst. DATE 10/Ol/14 Trusses requNe extreme care h f.brlcnte,0, handiing, sWppMO. MstaWng and bracing. Refer to and fo80. thv latest edNbn of BCSI (Buaaun0 Component Safety IKornatbn, by 11 and SHCAI for safety practk¢s prior to performing these functions. Ixtatters swi provide temporary bracing per HCSL \v�^�M y�i� � \ 'T/ �i � r A�t� / �,v�,YU� TC DL PSF DRWG BRCLBSUB1014 Unless rated osherdse, tap chard srmtt have property attached structural shentHnO ontl bottom chord shall Ymve n attachetl NOki celUnO. Lorxitbns shorn For lateral restraint of webs C DL PSF v Q �� L IT— properly permanent chnll have hrncing Installed par BCSI sections 23, H7 or Bla, ns applkahle. Applyy pbtec to each Pace f trues rd posltlan as shorn above and an the Jaunt Detnec, ur,ir.. noted ather.is¢. Refer to draw gs 16OA-2 far standard plate posF Im& = K �C LL PSF Alpine, a dvtabn of Iry BWtding conpmmts Group Ina shatt not be reeponclbte for any deviation fro.❑T. LD. PSF AN MOOMPANY this 111MIO, any failure to bu8d the truss h canfornmc¢ with ANSf/TPI 1, or For hnnrAlnO, shipping, � .� Areb� instollation 6 tracing of trusses. A scot at this droeh0 or raver page UstkV tNs drrtrhng, bdlcates acceptance of professb.A responsmlUty safely far the design sMen The sWtabNty and use of this drawing for Is the &Adng Designer ANWTPI 1 Ser2 .4Y� Q sY Gc ��Y` • i DUR, FAC. 13389 Lakefront Drive ony the respans6Wty of per SPACING Eanh City. MO 63045 iy nor nara MrParnn.jo see thls�Job�ge rot noteH page and these reb sites, a, or .,,._..a_ _...._. _.�... ---.. Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be increased for or web member. This design is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and sppecies as damaged member, Apply one scab per face. Mihlmum side member length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel. Nail into 2x4 members using two (2) rows at 4' o.c„ rows staggered. Nail into 2x6 members using three (3) rows at 4' o,c., rows staggered. Nail using 10d box or gun nails (0.128'x3', min> Into each side member. The maximum permitted lumber grade for use with this detail Is limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In loads, .09 s L L 4' O c Typical ~ + O + O + O + O O + O + O + O + ---12. 1.— Stagger + = Back Face 10d Box (0.128' x 3', min) Nailsi O = Front Face 2x4 Member - Double Row Stagger( 2x6 Member - Triple Row Staggere Nail Spacing Detail Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 e 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 a 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 4 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 1 3460# 3540# 1 4070# 4445# Web or Chord 2x6 5165# 1 5280# 1 6095# 1 6660# inaVARMitu READ MID FOLLIIV ALL NOTES ON THIS DRAVDG N• ■-WORTANTv FIAJNISH THIS DRAVIRG M ALL CaffMCTORS INCLUDING THE INSTALLERS. Trusses requW atrene care In fabrkotlrre, handing, chlppin�, Installing and bracing Refer to and Polio. the latest edition f BCSt .".ng Canponant Safety Nfornatlon, by TPI and SBCA) for cnfety W acticas prior to perforning these functions. Installers shot( provide tenporary bra „g titan SL lhless noted otherelse, top chord shall have properly attached structural sneath`0 andchord shall have s properly attachetl r d aging. Locations sham for pernanant lotewl restraint of ebs r r snail have braWg InctnUad per B SI sections 83, B7 or 8f0. as applkable. Apply plates to each face Q Ill1I-�11U1r=J�1 of truss and position as sham above and on the Joint Details, unless noted otherelse. Refer to drarV,ps 160A-Z for standard plate positions. A sent an dds drn`Nng or cover page U.VM this drarb,p. Saff-U. ncaptnnce of professional engineeWlg re�onsg�littyy solNY Far the de shorn. The sWtaWlty and use of this tlroaing 73389 Lekeflont Drive for any dtat+cture L the resparlffiWty of the BuAding Deolgner per ANSVTPI 1 Sec2 Earth City, MO 63045 For nore Infornation see this job's general notes page and these web sites, ALPINFi nr.nipinNtr.conl TPD rrr.tpinstwV1 SBCN rrr.sbclndustryorgl ICG eeeJcccaPeorg N ATE OF 0R110! Hinhun L Distance B L PACING 24.0' EF MEMBER REPAIR ATE 10/01/14 RWG REPCHRD1014 4' 0. OC MAX. LENGTH TO TRIM FILLER f EXISTING FILLER - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS. - LOCATE VERTICALS AT 4'-0' O.C. MAX., OR SEE NEXT OPTION. - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH). APPLY REQUIRED BRACING (SEE BEL❑WX 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), WLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING AND 10PSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS f USE THIS DETAIL FOR, ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME, S LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, BER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'). iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD M❑DIFIED 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 M❑DIFICATION. 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 (J❑INT SPLICE). FIELD APPLIEDI - 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 OSB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2,5') 2 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED, - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH <4) 11 GAUGE <0,120') x1.375' NAILS INT❑ EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH <6) 10d BOX <0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT <ONE FACE ONLY), __ —VAfMeA- READ 9411 FOLLDV ALL MM RI TRIS DRAVM twDY Ottow SMMSH THIS BRAVING TG ALL CUKRA MS VK:LW NG TW uuTALLERs. gd Trusses In fobrlcntIg handWtg, instal llm bracing. Refer to 1� ,` r �r�°+� •yP,a �,� REF BC FILLER require r.trenr care shipping, and and idler the latest edttlon of BCSI CBuAtling Cahponent Safrty lnfannt ' y TP[ one SBCA) for safety pprrnnctices prior to perforning these functlons. Installers shag provide temporaryy bracl per BCSL Wdass no otherwise, top chord shalt have property attached struct,mal shenU$g and batten char �` /� �n \ t7 �` \� "� DATE I0/01/14 DRWG REPBCFIL1014 -PIN shall have a properly attached NAW eeNng. Locattow shown For pernonent lateral restraint of webs '�1� f'� Qrt1�II�lLLJIIrrLr��)�' lI=,� of t have Irndng hstnUcd per BCSI sections H3, H7 or 810, as applicable. Apply µales to each face of truss and rpo Van as ahem show and an the .bbK Details. uNess noted otherwise. Ill AN rtWCAMpANY Refer to dra.4+as 16OA-Z for standard plate posltiom. Alpine, a division of ITV Building Components Group Inc shall not be responsible for any dev&&AI n fr this droNn9 any Fall—. to build the truss In conformance with AMWTP! 1, or for h ndUng, shipping, Installation L broci g of trusses. 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SPAN (BJ) (2) 16d GUN NAILS I m FOR EACH LOCATION TYPICAL END JACK (EJ) SHOWN TOP & BOTTOM N.T.S. I e� 2x4 SYP Nailer 16" Long } Go��L�' 6'-0" Top & Bottom use 16d Nails 4" O.C. staggered } Soo TYPICAL CORNER SET LAYOUT N.T.S. i OPTIONAL WEB CONFIGURATION l tz VARIES i (4) 16d NAILS See Connection Detail tz © VARIES (4) 16d NAILS See Connection Detail I •`� OPTIONAL WEB CONFIGURATION � ax4 4 (4) 16d NAILS I See Connection Detail 11-3-12 MAX. SPAN i 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) TYPICAL CORNER JACK (CJ) N.T.S. N.T.S. TYPICAL CORNER, SET INSTALLATION TYPICAL LADING (P.S.F.) TILE: SHINGLES: TOP LIVE LOAD: i 20 20 TOP DEAD LOAD! 15 7 WIND DESIGN: MIX. 160 MPH PER ASCE 7-10 MM. 24" O.C. I "WARNING" Read & Fdllow all notes on this drawing. Furnish this drawing to all Pontractors including the installers. ,,�aaoo�r:�r�ep No /`r CIO O STATE OF \�V�o " ! O{;\�p'C?a� SRO MANUEL MARTINEZ, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182