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HomeMy WebLinkAboutRANEY TRUSS PAPERWORKI RANEY COMPONENTS aney 19900 Independence Blvd. Groveland, FI 34736 orirronents, LLC one: (352)429-9429 ' (352)429-0304 ' Fax: (352)429-7429 I' -Job Information. Address: CustamerName: Creekside Lot 71 DR Horton 8604 Cobblestone Dr Description; City, State, Zip: 4EBB 1828-Cali "C" Fort Pierce, FL Order # Nov 2 JOB # 36CS00071 Printed: Mon, Sep 10 2018 FOR Name and License Number: SCANNED BY wawny nrrwnaauvra. Roortoads: floor Loads: TC Live: TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg, Code: Wind Std., Wind Speed: Bldg. Useage: Building Type: Wlnd type: FBC 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M I Pages or sheets covered by this seal from: 1 thru 24 Total 24 # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO 1Al 2 AtA 3 A2 4 A4 5 A6 6 A8 7 A10 8 Al2 9i A14G 10 A3 11 A5 12 A7 13 A9 14 All 15 A13 16 A15 17- A16 18 B1GE 19 Cl GE 20 ER 211 BJ5 22 BJ3 23 13J1 24 CJ7 Digitally signed by Manuel Martinez DN• c=US, o=M AND E ASSOCIATES .41P A, ou=M AND E ASSOCIATES P.A., �sz••'*«•� anuel Martinez, P.E FI Lic. #47182 si cn Manuel Martinez, ��` € Q.9.°234219200300.100.1.1=A010969 .„ 0000013Q4798E2190000A517 .�4102 Date: 2018.09.1008:26:34-04'00' STATE OF 40 0165 OF 186E 1E 10 89 9A 911F BD 89 SS F7 Ibis, drawing_ has•been [lectwnira9ysigned and sealed by Manuel Martinez, P.E. OL Lit. t47182) on the date shovin above using aS,HAA autheatication code.. Ptirrted"copies, of �thit 0owmerrt: aie'oot[considered signed and sealed ands the SHA-fauthentitationcade,must he ,verdietl on any electionic copies. Page 1 of 1 Job Number: 36CS00071 Ply: 1 SEQN: 668252 / T101 COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 11 FROM: AH DRW: Truss Label: Al Wgt: 224.0 Ibs / ... L/10/2018 66''499 +014'"7 + 5510"+ 2539 + 36'1S9747 316'+ 96 4"1-69 415 9"9 55 9 A I SEAT PLATE REQ. n6o =4X6 =3X4 =3X8 iR3X4 N 4X6 02X4 39'8" SEAT PLATE F1 6'2"13 h 5'9"3 + 2'0"1 5'9"1 + 5'9"1 + 2'0"15 5'9°3 h 6'Y13 1� 6'2"13 12' 141 1910" 2571 21T? 33-51 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2-00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 It Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 'T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. 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. Snow Criteria (Pg,Pf in PSF) Def l/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): 0.187 0 999 240 ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL B 1654 / 709 / 961 ! - 1445 7 W 118.0 Lu: NA Cs: NA VERT(TL): 0.479 0 999 180 J 1654 1709 / 961 / - /- 18.0 Snow Duration: NA HORZ(LL): 0.078 L - - Wind reactions based on MWFRS i HORZ(TL): 0.140 L - - B Min Big Width Req = 2.0 Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 2.0 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 Maximum Top Chord Forces Per ply (Ibs) FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.16 A - B 27 0 F - G 1114 -1906 B - C 1492 - 3056 G - H 1255 - 2428 C - D 1227 -2466 H - 1 1228 -2467 D - E 1254 - 2427 I - J 1493 - 3057 E-F 1114 -1906 J-K 1 27 0 Maximum Bot Chord Forces Per Chords Tens.Comp. Chords B - R 2673 -1193 O - N 0, (Ibs) Tens. Comp. 2105 - 826 R - Q 2670 -1193 N - M 2671 -1195 Q - P 2670 -1193 M - L 2671 -1195 P - O 2104 -801 L - J 2674 -1194 r +��', q4m�. ........... " Maximum Web Forces Per Ply (Ibs) a v a Webs Tens.Comp. Webs Tens. Comp. 494 -777 D, 4d7182 "; R - C 276 -5 O - G C-P 418 -596 G-N 464 -164 ' P - E 464 -164 N - I 418 - 597 TT ' : E- O 494 -776 I- L 276 - 6 w F - 0 1385 - 751 40 01658F 186E 1E 10 89 9A 911F BD 89 SS F7 <This-drav ing has beam dearodicaiiy,sigoed and seated -by Manuel Maitiner, P.E.'(F,L sir". N7182) on the date shown above.using a:SHA-1authenticatiin code. Noted :copies;of ahis document aie nottconsidaed. si¢aed .and sealed and; the SH(r1 :autherrticaeion cede_'must pe ver8ied on aoy ekciioidsoyies: - *`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI anSBCA) tot safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, fle. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to 60A-Z for standard plate positions. a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSIPI1, or for handling shippinq, 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 uilding Designer per ANSI/TPI 1 Sec.2. I Truss 1828-'Caallii"Co/DR Horton MEBB 1828-Cali "C" rI Wgt '260.4 Ibs I FROM: AH255 /T13 / COMNI DRW-I 09/10/2018 I Label 6'4"9 T10"s9 14'4"7 + 19'10" + 276"4 1 26'8" i 31'9"7 i _33'3+7 39'8° J 64°9 1'6" 6'5°15 5'5°tJ 2'8"4 4'1°12 5'.°7 1'6 14'81 F_sx12 Itl2X4 m4X6 =3X4 m68 M2X4 M2X4 �4X10 SEAT PLATE REQ. SEAT PLATE REQ. F1' 6'2"13 5'9"3 2'0"1 59°1 2'10° 4' 6'5"15 6'6"1 1� 6'2"13 12' 14'0"1 19'10" 22'B" 26'81, 33'1"15 39'8" Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 r Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc, from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1-60 Lumber Top chord 12x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0. 1 13"x2.5",min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. i Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N1 Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE, HS Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W VERT(LL): 0.244 G 999 240 B 1561 1708 / 960 / - / 445 18.0 VERT(TL): 0.669 G 999 180 K 1561 / 708 / 959 (- / - / 8.0 HORZ(LL): 0.126 M - - Wind reactions based on MWFRS HORZ(TL): 0.240 M - - B Min Brg Width Req = 1.8 Creep Factor. 2.0 K Min Big Width Req = 1.8 Max TC CSI: 0.613 Bearings B & K are a rigid surface. Max BC CSI: 0.599 Bearings B & K require a seat plate. Max Web CSI: 0.980 Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17-02.02.1208.15 A - B 27 0 G - H 1424 -2568 B - C 1489 - 2859 H -1 1743 - 3379 C - D 1225 -2257 I - J 1722 -3418 D - E 1252 - 2218 J - K 1477 - 2841 E-F 1112 -1740 K-L 27 0 40 01 6S OF 18 6E 1E 10 89 9A 911F BD 99 SS F7 • This, diavring has,been etecuorica8y,signed and sealed by hfaeuet toart h er,,. P.E. (FL. tic: #471n) ou the date sbovm ,above .using a SHA-1autnemicationcode. Primed [oDies:jof ably :dbwmem;ate iiot'.cuasideied shined `and sealed and:- the SHA-1'ambeiaicacioa •code must be verilieQgn'aoy elec{ton!c,copies. F - G 1509 - 2514 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- U 2497 -1190 R- Q 20 - 9 U - T 2494 -1190 P - N 2985 -1303 T-S 2494 -1190 O-M 36 -15 S - R 1920 - 800 M - K 24T7 -1179 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. U- C 276 - 5 P- G 195 -122 C - S 416 - 608 P - H 601 -1075 S - E 463 -160 H - N 807 - 357 E-R 494 -720 N-O 114 -4 F - R 42 - 515 N - M 2557 -1218 F - P 2273 -1098 N - J 527 -162 R - P 1879 - 657 M - J 390 - 685 P-Q 27 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! `IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ]uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ,id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. Apply plates to each face of truss and position as shown above and on the Join[Details, unless noted otherwise. (Refer to 60A-Z for standard plate positions. a division of ivi 1,or Torn acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Sack c ij Job Number: 14EBB 1828-C� Co/DR Horton /4EBB 1828-Cali "C" I Qty: 1 6.41bs FROM- AH250 /T9 /HIPS I DRWTrus:/ 09/101 2018 I Wgt 6'4"8 T10" 12'4"7 19' 20'8" 2T3"9 31'10" 143 39'8" i 6'4°8 1'6° 4'S"14 + 67°9 1'6" f' 67"9 4'6"7 r 1'5" 6'4"8 m5X8 �5X8 F G 12 ¢3X4E H %3X4 6 0 %5X6 in te3X6 D l 03X4C (a) (a) J®3X4 i o =4X6(A2) B q Km4X6(A2) L BB" Z= T S R Q P O N M ®2X4 =3X4 =3X6 =3XD=—U4 =3X6 saW 02X4 SEAT PLATE REQ. SEAT PLATE RE 39'8" 62"12 5'10"3 1'11" 5112 1'6" 5' 1'11" 510"3 62°72 1� ' I 6'2°12 12'0"15 14' 19'1"12 20'8 25'8" 277" 11"4 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 too L/defl U# LOG R / U / Rw / Rh / RL j/ W j/ 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.156 P 999 240 B 1561 1710 / 964 / - 142 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.428 P 999 180 K 1561 1710 / 964 ! - / - 118.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.068 M - - Wind reactions based on MWFRS 4es Ld: 37.00 EXP: C HORZ(TL): 0.126 M - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 K Min Big Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.444 Bearings B & K are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.536 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.665 Loc. from endwall: not in 4.50 ft FT/RT:20(0)I10(0) Mfg Specified Camber: Maximum Top Chord Forces Per �ly (ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1149 -1820 Lumber B - C 1500 -2823 H - I 1352 -2348 C - D 1333 -2384 I - J 1333 -2385 Top chord 2x4 SP #1 D - E 1351 -2345 J - K '1500 -2823 Bot chord 2x4 SP #1 E - F 1145 -1814 K - L 27 0 Webs 2x4 SP #3 F-G 1101 -1552 Bracing (a) Continuous lateral restraint equally spaced on Maximum Sot Chord Forces Per ly (Ibs) member. Or 1x4 "T" reinforcement. 80% length of Chords Tens.Comp. Chords dens. Comp. 2059 - 951 web member. Same species & SRB grade or better, B - T 2458 -1193 P - O attached with Bd Box or Gun (0.113"x2.5",min.)nails @ 6" oc. T - S 2456 -1193 O - N 2059 - 951 S - R 2058 - 921 N - M 2455 -1203 Wind Q _ P � _ 603 M - K 2458 -1203 Member design based on both MWFRS and C&C. �♦4� C 047199a Maximum Web Forces Per Ply (Ibs) *` M. Webs Tens.Comp. Webs Tens. Comp_ ; 537 - 311 T - C 216 - 6 G - P C-S 309 -440 P-H 474 -697 $`14 �"��,•�'o+' S - E 426 -151 H - N E-Q 472 N-J ;427 -153 -694 J-M j308 -438 216 F_G -297 -8 Q317 400165OF 18 6E 1E 10 899A 911F BD 89 SS F7 %this+drawling, has been:tiepionitally sued and sealed+bp Manuel Mattiner.'P.E iFLAlu Milk) on the date shmdn .aboveusing a Sliii-lanthemicaUoncode. Ptimed iapies.ot ibis :4aamem arc oot.[oasidered signed 'and 'sealed and the Slik-i Muni itatiun code must, ybe ver8ted on'dny elearonic copse;. "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) foF satPety practices prior to performing these functions. Installers shall provide temporary 13 SI. Unless noted dtherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly l7id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310, 'le. Apply plates to each face_ of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to a division of failure to build the g or cover page in. The suitability any structure is the responsibility of the Building Designer per AN511TF ral nntes nacre and these web sites- ALPINE- www.alninedw.com: TPI: www.minst.oro: SBCA: Job Numbei: 36CS00071 Ply: 1 SEQN: 668248 / T8 / HIPS 4EBB 1828'Cali "C"/DR Horton 14EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A4 Wgt: 238.0 Ibs 6'4°9 T10°t9 12'4°8 1122'8° �_ 2T3"B 31'97. 33'3"7 39'B" 6'41 +1'6° 4'5°15 4'7"a 5,�. 1' 47"B 4'5"15 1'6" 6'4°9 ®6X6 MiM m3X4 �3X6 =&B m3X4 M3X6 =3X4 1112X4 I SEAT PLATE REQ. SEAT PLATE REQ. 39'8' 1' fi'2'13 5'10"3 1'11" 56°4 3' 5'10"3 6'2'13 1' F 6'213 12'1' 14' 3112 228° 258" 111 33'5'3 3918" { "277 { 11 T1 12 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 L/defl L/# Loc R / U ! Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.155 P 999 240 B 1561 / 712 1965 ! - / 387 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.425 P 999 180 K 1561 / 712 1965 ! - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ 0.125 M - - �L) B Min Br Width Re 1.8 9 q NCBCLL: 10.00 Mean Height: 15.00 ft 9 Code / Misc Criteria Creep Factor. 2.0 P K Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Cade: FBC 2017 RES Max TC CSI: 0.379 Bearings B & K are a rigid surface. 9 9 Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.453 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.685 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1269 -1955 Lumber B - C 1550 -2830 H -1 1397 -2334 C - D 1378 -2373 I - J 1378 -2373 Top chord 2x4 SP #1 D - E 1397 -2334 J - K 1550 -2830 Bot chord 2x4 SP #1 E - F 1263 -1946 K - L 27 0 Webs 2x4 SP 93 F - G 1203 -1695 Wind I Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) i Chords Tens.Comp. Chords Tens. Comp. B - T 2465 -1239 P - O 2043 -1000 T - S 2463 -1239 O - N 2043 -1000 S - R 2043 - 970 N - M 2463 -1257 til�i#iiftfpg ;i4,� R - Q 2043 - 970 M - K 2465 -1267 Q -P 1693 -751 Maximum Web Forces Per Ply (Ibs) K� Oi1 Webs Tens.Comp. Webs Tens. Comp_ ., T - C 230 -6 G - P 564 -328 F C-S 324 -466 P-H 412 -580 �+ z a>" w w S-E 383 -160 H-N 382 -161 5W 32244 -466 F-Q 561 -J-M Q - G 231 -227 60 tt165 OF 10 6E SETA 899A 911F BD 89 S5 F7 <This, dining has been dectroninflip signed and seated by Manuel Mauinex, P,E.'ifL Lie. d li4 on the date `shown -above:Using a SHA-Lauthentication code. Printed copies,',of.04 ddcuineutaiti'noisonsidwed signed and sealed and the SHA-1 authe airwion code must be vodanjdecgoeic co pie;. 7r **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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI ancl'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted d1henvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pane listing this drawing, indicates acceptance of professions engineering responsibility solely for the design shown. The suitability, and use 'of this drawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. Job Number: 36CS00071 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Truss Label: A6 @4X6 Ply: 1 SEQN: 668246 / T7 / HIPS Qty: 1 FROM: AH DRW: Wgt:254.8lbs I I .. / _.. C � 09/10/2018 T10" 12'4"7 , 15' 1910" 248 27W9 31'9"8 33'3 �7 39'8" , 8'4"9 T 1'6" 4'S"14 T 2'7"9 4'10" 1' 4'10" + 2'7 9 I 4'5"15 1 1'6"T E4'% 1 I m3X4 a5X6 Fm5X8 G H 03X4E I'43X4 12 6 p @3X6 g3X6Q ,3X4C K3X4 m I (A2) B L:a4X6(A2) M A 8'8" V U T S R Q P O N 1112X4 _3X4 =3X6=3X4 `=3X8 =3X4=3X6=3X4 N2X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' 6'2"13 5'10"2 1'11"} 4'10" 4'10" 1' 5'1D"2 8'2"13 i 1' 6'2"13 + 12'0"15 + 14', 1 19'10" 24'8" 25' "1'11 33'53 F 3'9'8" T' H 21-2 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.158 G 999 240 g 1561 1714 / 962 / - 1346 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.434 G 999 180 L 1561 1714 1962 ! - / - BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.067 N - - Wind reactions based on MWFRS Des Ld: 37-00 EXP: CHORZ(TL): 0.125 N - - B Min Big Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 L Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.387 Bearings B & L are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.454 Bearings B & L require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.464 Loc. from endwall: not in 4.50 ft FT1RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per I GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 D G - H Lumber B - C 1577 -2832 H - I C - D 1411 -2370 i - J Top chord 2x4 SP #1 D - E 1430 -2331 J - K Bot chord 2x4 SP #1 E - F 1388 -2093 K - L Webs 2x4 SP #3 F - G 1334 -1958 L - M Wind Member design based on both MWFRS and C&C. 400165OF186E1E10899A911F81)89SSF7 %This, drawing has him electigninfly signed. and seated, by EIL Maidnet, P..(fl. t. S'471k) an'the date shown above. usinga SkA-lauNCMication.code. Punted 'copies,;of th!f :douiinem are nit'.eonsidesed signed -and sealed and the.SFlfr1 autheaticai!oncode must be verified on;anV elecUonic�copies. 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 Webs Tens.Comp. Webs 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 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS luire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, byV TPI and'SBCA) for safety practices prior to performing these functions. installers shall provide tempostV BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly CcId ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, . Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. hefer to 60A-Z for standard plate positions. a division of 'IYI T,or Torn acceptance any sp cture its g drawin any failure to build the on this drawing or cover page- . ie design shown. The suitability i /W / 8.0 / 8.0 ly (Ibs) ens. Comp. 1334 -1958 1388 -2093 1429 -2331 1411 -2370 1576 -2832 27 0 y (Ibs) ens. Comp. 1831 -864 2039 -1026 2039 -1026 2465 -1302 2467 -1302 278 -172 404 -522 ,546 -372 -351 -161 , 328 -473 235 -8 SBCA: Jo Number: 14EBB 1828 Cali A Co/DR Horton /4EBB 1828-Cali "C" City: 1 2.8 Ibs I FROM: AH 243 / T61 HIPS I DRW / 09/1012018 I Tru Labe 0 t0 =4X6 3� 8'4"9 13' '" 2fi'8" i 333"7 39'8" ' 8'4"9 8'7.7 '}' 6'191010" 6'10" T 67"7 { 8'4"9 _-5X8 a3X4 --5X8 D E F 12 I 6 03X4C G'43X4 10 fo (A2) B H=4X6(A2) 1 8•g• P O N M L K J 102X4 _3X4=3X6 a3X8=3X6023X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" h1' 8'2"13 8'9"3 1' S'10" 5'10" 1' 6'9"3 6'2"13 1 6'2"13 13' 14 19'10" 25'8" 26' ' 33'S"3 39'8" Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 1561 / 716 / 953 / - 1305 18.0 TCDL: 17.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.172 E 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.471 E 999 180 H 1561 1716 / 953 / - /- 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.069 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.128 J - - (T) B Min Br Width Re 1.8 9 q = Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 P H Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.446 Bearings B & H are a rigid surface. Load Duration: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.558 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.564 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F 1502 -2274 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C 40 0165 OF 1B 6E 1E 10 99 9A 911F BD 89 SS F7 1bis,dcawing has been.erecuooica0y,tigned'and sealed,by Manuel Marsioec, P.E (FL tic:. 917182) on the date sbovia above using a Sliklauthe drationcode. Primed'copies;'di this, dowmeoi aie,noc'considered'. signed and 'sealed and the ShA-1:'authenticarion, code must he velaied on any, elecUonic copies. B - C 1623 - 2836 F - G 1425 - 2325 C - D 1425 -2325 G - H 1623 -2836 D - E 1502 -2274 H -1 27 0 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 2472 -1319 M - L 2006 -1008 P - O 2469 -1319 L - K 2006 -1008 O - N 2006 - 978 K - J 2469 -1348 N - M 2006 - 978 J - H 2472 -1348 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P - C 244 -4 M - F 370 -243 C-O 377 -513 K-G 377 -513 D - O 444 -170 F - K 444 -170 D - M 370 - 243 G - J 244 -6 E - M 300 - 381 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom 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 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW 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 handlia shipping, installation and bracing of trvsses.A seal on this drawing or cover page_ _ listing this drawing indicates acceptance of pro essionat 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. Job Number: 36CS00071 Ply: 1 SEQN: 668240 / T5 /HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A10 Wgt: 212.8 Ibs / ... 09/10/2018 B 6'4"9 11' 16'11"4 21' 22'7" 28'8" 33'3"7 39'6" 6'4"9 4'7'7 5'11"4 4'0"12 17" 6'1" 4'7"7 6'4"9 55X8 112X4 m3X6m3X4 :235XB D E F G- H 12 6 C// I I\ ///1 / I I \\I @3X4 3X4�- S R Q P O N M L 102X4 Ea3X4 =3X6 m3X8 =3X4 m3X6 =3X4 112X4 J SEAT PLATE REQ. SEAT PLATE Q. 39'8" F1' 6'2"13 4'93 3' 2'11"4 5'114 2'9"6 3' 4'9"3 6'2°73 1� 6'2"13 11' 14' 16'11"4 22'10"8 25'8" 28'8" 33'S"3 39'8" I Loading Criteria (pso Wind Criteria Snow Criteria (P9,Pf in PSF) Defl1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.191 E 999 240 B 1561 / 718 / 940 / - / 264 Y 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.526 E 999 180 J 1561 / 718 1940 / - /- % 8.0 BCDL: 10.00 Risk Category: II 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 J Min B Width Re 1.8 r9 Soffit: 2.00 TCDL: 4.2 sf P BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.384 Bearings B & J are a rigid surface. 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 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Chords Tens.Comp. Chords Ply (Ibs) Fens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1684 -2611 Lumber B - C 1644 -2814 G - H 1676 -2599 C - D 1523 -2445 H - 1 1522 -2445 Top chord 2x4 SP #1 D - E 1684 -2611 1- J 1643 - 2814 Bot chord 2x4 SP #1 E - F 1684 -2611 J - K 27 0 Webs 2x4 SP #3 Wind Maximum Bot Chord Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. B - S 2448 -1332 O - N 2134 -1115 S - R 2446 -1332 N - M 2134 -1115 R - Q 2134 -1085 M - L 2446 -1361 Q - P 2134 -1085 L - J 2448 -1361 �;..L'J�yg P - O 2616 -1373 1 ......... o • * Y . thy" irgy .i� Maximum Web Forces Per Ply (Ibs) O41 . Webs Tens.Comp. Webs Tens. Comp. S-C 198 -8 G-O 274 -327 ' C - R 299 - 377 O - H 642 -397 w D-R 373 -177 H-M 369 -176 D - P 653 -405 M -1 298 -377 '".*" P - G 109 -106 i - L 199 -10 + *0i�,*a* Lr' E - P 270 - 323 40 01.65OF 18,6E 1E 1099 9A 911F 8D 89 SS F7 'This, drawing. has �been�.dectionicalty signed.and.sealed by Maoud Mardnez sP.E.,Qi. Liu Or182) on the date sbdwn ,above.usinga SHrriautherdication code. Primed Wpies; pf Ibis dowinent are 64k (4nsidefed signed -and sealed 3mi�tbe SHA-i'auMerttitetiun. lode, mart-0e vetdiid onaoy elewi nic copies **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI Building Componen[ Safety Information, byy TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide to porarrYy bracing per BCSI. . Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 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 protessionaT 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 ANSIrrPI 1 Sec.2. Job Number: 36CS00071 _Ply: 1 SEQN: 668229 / T4 / HIPS I 4EBB 1828ICali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: Al2 Wgt 211.4 Ibs .. / ... 09/10/2018 r 7'8"12 +13"' S 33111 + 4'8"5 00" 5 fi 5 5 3"11 1'3" "4 7 8"i 2 i m3X4 m3X6 012X4 en3X4 =5X8 D=5X6 E F G H I T o , =4X6 3� T .3 ,6(A2) S R Q P O N M =3X4 =3X8 =3X4 =3X8 =3X4 =3X8 =3X4 I SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' T70"8 4'1'8 20"3 5'9"13 59"13 2'0"3 4'1"B 7'10"8 1' 7'10"8 12 14'0" 19'10" 25'7"13 27'8" 3198 39'8" i Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc 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 / 720 1921 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZLL 0.074 M - - ( ): Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.139 M (T )= B Min Br Width Re 1.8 g q - NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 K Min Big Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BldgCode: FBC 2017 RES Max TC CSI: 0.566 Bearings B & K are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.560 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Re Factors Used: Yes Max Web CSI: 0.510 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 2O29 -3246 Lumber B - C 1644 -2767 H - 1 1873 -2960 C-D 1811 -2719 1-J 1810 -2719 Top chord 2x4 SP #1 D - E 1873 -2960 J - K 1644 -2767 Bot chord 2x4 SP 91 E - F 2029 -3246 K - L 27 0 Webs 2x4 SP #3 F - G 2029 -3246 Wind Member design based on both MWFRS and C&C. Maximum Sot Chord Forces Per Ply (Ibs) a Chords Tens.Comp. Chords Tens. Comp. B - S 2395 -1311 P - O 2993 -1625 S - R 2260 -1186 O - N 2260 -1216 131lt68tli9 R - Q 2260 -1186 N - M 2260 -1216 Q - P 2993 -1614 M - K 2395 -1340 Maximum Web Forces Per Ply (Ibs) a k�pph �y y fiy Webs Tens.Comp. Webs Tens. Comp_ C - S S D 405 - 328 489 P - H H O 329 -187 378 a - -426 - -520 D - Q Q E 944 - 562 378 520 0-1 I M 944 - 562 489 - - - -426 oe �� °o...+aa ,.. E - P G - P 329 -187 228 -303 M - J 404 - 328 400165 OF 186E IE 1099 9A 911E 9D 89 SS F7 This, drawing has been electroniralfy,sigoed and sealed by Manuel Maninel; M (FL Lie 94i182) an the date shovin above.usiaga SNA4authernication code. Primed coDies,:oi;this �'dowment. aie not.:_considered signed 'and sealed and the SHA-1 authentication, nude must'Ge 'vetHieG On'anq elettiodc tppiei. � 3RTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS xtreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building y Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly trigg Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or B10, �pty plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. defer to far standard plate positions. of ITW Buiidin Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the rice with ANSI PI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drawing or cover page ng indicates acceptance of pro essionat engineering responsibility solely for the design shown. The suitability drawing for any structure is a responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ze this lob's general notes page and these web sites: ALPINE: www.alpinedw.com: TPI: www.ti inst.org; SBCA: www.sbcindustry.com: IM www.iccsafe. r n Job Number: 36CS00071 Ply: I 4EBB L.abei•Cali "C"A14G DR Horton 14EBB 1828-Cali "C" I City:Wgt 1 2.2 Ibs I 238 ! T12 /HIPS FROM: AH I DRWTrus! 09/1012016 I T 11'6"4 T 4'6"4 12 Cm6X6 1, 9'10" 17' 19' 10 228" 28'1"12 32'8" 39'8" 5'5"12 71 2'10" + 5'5"12 + 4'6"4 + T =6X8 112X4 m5X6m4X6 112X4 8 M6X6 p TC2 E F G H m6X81 J "IN T S Rm Q P O N M 114X4 1115XB(R) =8X12 =8X12 m5X6 114X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE 11'4" i 28'4' 1' 6" 64"4 4'4" 2 5' 6 5' .{q° Ii2 4'4" 6'4"4 i6" r 5 6'10"4 I 11'2"4 1 1T + 22'8" '1 27'8" 28�"12 32'9"12 + 39'2" Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 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 h12 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 91: Bot chord 2x6 SP #1 Webs 2x4 SP #3 : W4 2x4 SP #1: Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 'T" reinforcement. 80% length of web member_ Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Loading #1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L/# Pf NA Ce: NA VERT(LL): 0.144 1 999 240 Lu: NA Cs: NA VERT(TL): 0.399 1 999 180 Snow Duration: NA HORZ(LL): 0.022 M - - HORZ(TL): 0.042 M - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.728 TPI Std: 2014 Max BC CSI: 0.525 Rep Factors Used: No Max Web CSI: 0.723 FT1RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 o. 04711012. TAT O SERIAL# 40 0165OF 186£1E 1.989 9A 911F RD 8.9 SS F7 �7his'drawing has-been etectienica8y, signed andlsealed by 'Minuet Martinez,, M jFL. Lic. M.182).on the dateaAorm ,above using a StiA•1authentication code. Piiraed'topies;;ot,tbis:document. aie niA,considered signed 'and seated and�the 4A-1 authrmitition.'cade must be ,verdieil�en;any elettionic caples. T 2(B3) 1 'o'8" S Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B -116 1116 130 1- !- Y8.0 S 4524 12025 1- 1- / - 1.16.0 K 1872 1860 1- l - 1- 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.3 S Min Brg Width Req = 5.3 1 K Min Brg Width Req = 1.9 Bearings B, S, & K are a rigid surfs e: Bearings B, S, & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. A - B 27 -20 G - H 1427 -3199 B - C 1022 -493 H - I 1427 -3199 C - D 2586 -1160 I - J 1678 - 3751 D - E 459 -1040 J - K 1628 - 3574 E - F 459 -1040 K - L 27 -20 F - G 459 -1040 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 396 - 857 P - O 3773 -1705 T - S 403 - 8B4 O - N 3773 -1705 S - R 1031 -2342 N - M 3112 -1400 R - Q 1031 - 2342 M - K 3139 -1407 Q - P 2229 -1022 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T - C 636 -156 G - P 1513 -630 C - S 976 -2197 H - P 433 -539 S - D 1490 -2832 P -1 326 -673 D - Q 3968 -1748 1- N 337 - 291 Q - G 878 -1853 N - J 822 - 356 E - Q 395 - 461 J - M 625 -145 `"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ?uire extreme care in fabricating, handlin shi ping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI an� SBCA) for salPety practices prior to performing these functions. Installers shall provide temporary BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly did ceiling. Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 610, 'le. AooQv ofates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. 1;0er to a division of failure to build the g or cover page in. The suitability any Job Number: 36CS00071 Ply: 1 SEQN: 668257 / T1 / COMN 4EBB 1828;Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A3 Wgt: 240.8 Ibs .. / ... 09/10/2018 r 6''4 +2'6+'217"15 _i_ 2T37 _ i 341'69" 7T3�40 11 457"8 4 7"8 16'94"884"8 m6X6 `j 4X6 1 �3 � 012X4 =3X4 =3X6 m3X8 =3X4 m3X6 =3X4 912X4 SEAT PLATE REQ. SEAT PLATE REQ. +1'10"1b 6'2"12 12'1"1 14' 1481'1113 + 37""2 i 01 110"t50"5 63'29'"81"2 �V� 53 25'8" Psi 5"4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: i7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 12.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 It Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chordl2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x41SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4'T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) DefilCSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Lot. R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.155 P 999 240 B 1561 / 711 / 965 1- / 408 18.0 Lu: NA Cs: NA VERT(TL): 0.427 P 999 180 K 1561 1711 /965 /- /- / 8.0 Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS HORZ(TL): 0.125 M B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 2.0 K Min Brg Width Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.401 Bearings B & K are a rigid surface. TPI Std: 2014 Max BC CSI: 0.490 Bearings B & K require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.565 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1217 -1885 B - C 1534 -2827 H - i 1383 -2340 C - D 1363 -2379 I - J 1364 -2379 D - E 1382 - 2340 J - K 1534 - 2826 E-F 1212 -1877 K-L 27 0 F-G 1159 -1618 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 2462 -1224 P - O 2051 - 986 T - S 2459 -1224 O - N 2051 - 986 S - R 2050 - 956 N - M 2459 -1245 R - Q 2050 - 956 M - K 2462 -1245 Q - P 1615 - 685 i3 0,47182.* S Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. ' T - C 222 -6 G - P 560 -327 STATE OF #' � C - S S-E 316 -453 411 P - H H-N 445 410 - 644 -155 -156 * E-Q 445 -644 N-J 315 -452 1 f V11 Q-G -357 J-M 223 -8 � 250 _ 243 400165OF18GE1E10899A911FBD89SSF7 :TAi3'dtawing-has been,electtonically,signed and sealed,by Manuel Martini, P.E (FL. Lk. 947182) on the date sboviu above using a SKA-Sauthenticudon code. Ptinted,io0!es.;o},this, Aocumeut. ale not, considered signed +'and seated amL the SHA•1 aathenticatiaa. code, must be yet. ied on any electmais copim **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS re extreme care in fabricating, handling, 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 olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly jid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, e. Apply plates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. kefer to a division of i Fv 1, or tor rianoung snippetinsta acceptance of pprof, u. essional engine any structure is the responsibility of failure to build the g or cover pa e On. The sui bility B Job Number: 36CS00071 Ply. T4EBruss Label.Cali C"/DR Horton MEBB 1828-Cali "C" I Qt 1254.8 Ibs I 259 / T15! COMN FROM: AH I DRW; 0911012018 I 6'4"9 7'10"�9 12'4"8 i 16'0"l i 19'10 237"15 1 27'3"7 319'7 33'3"7 3918" i f 64"9 1'6" 4'6" T' 3 3'9"15 3'9"15 37'8 + 4'6" r'1V + 9 SEAT PLATE REQ. h1� Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0-00 BCDL: 10.00 Des Ld: 37-00 NCBCLL: 10.00 Soffit: 2-00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 ea3X4 m5X6 112X4 H3X4 m3X6 m3X4 m3X8 m3X4 m3X6 m3X4 012X4 F9y_\/;jFIN 14 39'8" 6'2"13 5'10"4 1'11" 3'9"15 319"15 2'0"1 5'10"4 6'2"13 1� 6'2"13 12'1" 14"20"1 19'10" 237"15 25'8" 1101 33'S"3 39'8" 1' 6'0"1 2 Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.154 G 999 240 B 1561 / 713 1964 / - / 367 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.424 G 999 180 L 1561 / 713 / 964 / - / - Risk Category: If Snow Duration: NA HORZ(LL): 0.066 N - - Wind reactions based on MWFRS EXP: C HORZ(TL): 0.125 N - - B Min Brg Width Req = 1.8 Mean Height: 15.00 it Code / Misc Criteria Creep Factor. 2.0 L Min Big Width Req = 1.8 BCDL: 4.psf Bldg Code: FBC 2017 RES Max TC CSI: 0.383 Bearings'B & L are a rigid surface. BCDL: 5.0 psf TPI Std: 2014 Max BC CSI: 0.454 Bearings B & L require a seat plate. MWFRS Parallel Dist: D to h/2 C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.566 1 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H B - C 1561 - 2830 H - 1 C - D 1395 -2372 I - J D-E 1413-2333 J-K E - F 1326 - 2020 K - L F - G 1264 -1827 L - M Wind Member design based on both MWFRS and C&C. 40 0165OF 18 6E 1E 1089 9A 911E BD 89 SS F7 lh6-drawing has been lectionisally,signed and sealed. by Manuel Martinei�.P.E {FI. Lic 047187j on The date siwwo .above using a Slid-1 authemicaridncode. Ninted,signed coDies;;m ,tbis;doNmeaj'aie 6ot;[oas(dered 'and sealed and the ,SHA-i amhemication,cade roust be �verdie0 oda�,eleRrontc copies. Maximum Bot Chord Forces Per Chords Tens.Comp. Chords B - V 2466 -1255 R - Q V - U 2464 -1255 Q - P U - T 2041 - 984 P - O T - S 2041 - 984 O - N S - R 1755 - 776 N - L Maximum Web Forces Per Ply Webs Tens.Comp. Webs V-C 232 -6 R-H C - U 325 -469 H - Q U-E 373 -161 Q-1 E-S 409 -558 1-0 F-S 546 -351 O-K F-R 257 -182 K-N G-R 190 -217 —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re9uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, b TPI an SBCA) for sa ety practices prior to performing these functions. Installers shall�provide temporary bracing per BCSI. Unless noted otherwise,,top chord shall have properly attached structural sheathing and bottom chord Nall have a progerly attachetl 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 Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI�i PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acceptance of professiona 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 ANSI/TPI 1 Sec.2. For more Information see this iob's eeneral notes vane and these web sites: ALPINE: www.abinedw.com: TPI: www.tpinst.ortl: SBCA www.sbcindustry.com; ICC: www.iccsafe.org I 8.0 18.0 (Ibs) 1264 -1827 1326 -2020 1413 -2333 1395 -2372 1562 -2830 27 0 1755 -804 2041 -1013 2041 -1013 2464 -1284 2466 -1284 258 -183 546 -351 409 -558 373 -161 326 -469 232 -8 Job Number: 36CS00071 4EBB 1828-Cali "C" /DR Horton AEBB 1828-Cali "C" Truss Label A7 to `v i� City: 1Wgt '218.4 Ibs I FROM: AH 262 / T25 / COMNI DRW / ... 09/10/201 B 6'4"7 +T10i� 14'0"1 + 19'10" 257"15 } 31A �331 39'8" _t 8'4"7 1'8" 6 " 5'9"15 5'9"15 6'1"8 1'8" 6'47 -5X8 1112X4 ';5X8 E F G m4X6I 11123<4 =3X6 EB3X4 =3X8 es X4 =3X6 19:5(4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" I 5 12595 692.°859505 40057 35 3' 622"111 12 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 Udeti U# LOG R / U / Rw / Rh / RL / W B 1561 / 715 / 958 I - / 326 18.0 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.164 F 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.451 F 999 180 J 1561 1715 /958 / - ! - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.130 L - Cf )= B Min B Width Re 1.8 q = Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 P J Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.592 Bearings B & J are a rigid surface. Load Duration: 1.25 P MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.603 Bearings B & J require a seat plate. ' Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.354 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 It FT/RT:20(0)/l0(0) " Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1404 -2093 Wind Duration: 1.60 WAVE Lumber ' Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member_ Same species & SRB grade or better, attached with 8d Box or Gun (0.113'x2.5",min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. I SERIAL# 49 U165OF 186E:1E 10 899A 911E 81) 89 SS F7 This, drawing has been.electiontrarij signed and'seated,by Manuel Marti*,, P.E. (Ft: tic Wlk) on the date shown above using a SHA-1autheatrcationcode. piinted!copies;pf,this dpf:uiuein:aie ootieomsideted signed sand sealed ami,the SHA-1'authendtation'tnae'must be veidied a any eletisouit copies. B - C 1617 -2856 G - H 1376 -2223 C - D 1350 -2262 H -1 1350 -2262 D - E 1376 - 2223 1- 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-0 2491 -1317 N-M 2491 -1346 Q-P 2491 -1317 M-L 2491 -1346 P - O 1937 - 922 L - J 2494 -1346 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R- C 273 - 5 O- G 286 -177 C - P 427 -film G - N 464 -172 E - P 464 -172 N - I 427 -600 E - O 286 -177 I - L 273 -4 F - O 221 - 283 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryY 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 63, 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (Zefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI Pi 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ listing this drawing indicates acceptance of 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 ANSI/TPI 1 Sec.2. For more information see this iob's aeneral notes Dace and these web sites- ALPINE- www.aloineitw.mm� TPI- �_fminstom- SSC,4 www.sbandustrvo , ICC, www_i—fe om Job Number: 36CS00071 Ply: 1 SEQN: 668264 / T23 / COMN 4EBB 1828-Cali "C"/OR Horton /4EBB 1828-Cali "C" Qty: 1 FROM. AH DRW: Truss Label: A9 1Wgt20721bs .. / ... LMW20118 64"11 12'0"1 19'10" 277"15 33'3"7 39'8" 64"9 57 8 T9"15 7'9°15 57"8 64"9 25X8 1112X4 =5X8 D E F 12 6 � I T `v I m 03X4C G 33X4 io as =4X6(A2) B H=4X6(A2) I� 33 p I I , 8W P O N M L K J 1112X4 =3X4 =3X6 =3X8 =3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 6'213 5'9"4 1'11"1 5'10" 5'10" 1'11"1 5'9"4 6'2"13 1' F1' 6'2"13 12'0"1 14' 19'10" 25'8" 2T7"1 33'S"3 39'8° Loading Criteria (pso 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 I/ W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.183 E 999 240 II B 1561 / 717 / 947 / - / 285 i/ 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.502 E 999 180 H 1561 1717 1947 / - /- '18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.068 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.128 J - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.618 Bearings B & H are a rigid surface. 9 9 Load Duration: 1.25 BCDL: 5.0 sf P 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 ft Rep Factors Used: Yes Max Web CSI: 0.580 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (lbs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F 1616 -2483 Lumber B - C 1631 -2819 F - G 1476 -2392 C - D 1476 -2392 G - H 1631 -2819 Top chord 2x4 SP #1 D - E 1616 -2483 H - I 27 0 Bot chord 2x4 SP 91 Webs 2x4 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 2454 -1322 M - L - 2080 -1066 P - O 2452 -1328 L - K 2080 -1066 O - N 2080 -1036 K - J 2452 -1352 N - M 2080 -1036 J - H 2454 -1352 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs (Tens. Comp. P-C 210 -6 M-F 5011 -321 C - O 328 -426 F - K 433 -168 D - O 433 -168 K - G 328 -426 D-M 508 -321 G-J 210 -8 E - M 364 -462 sEBIAL'J 400165 OF 186E 1E 10899A 911E 81) 89 SS F7 lhis°drawing•has been elenrgnkapy;rigoedand'sealed by -r anad Martini, P.E �(F1..ric. tWiQj'aatAe date. shovwn . above using a4-iaatftenticatlan cote.: Pjinted'cbples„of tM1is.Aowmem'are'nutionsidered'. signed 'and seatid ind the �ShA-i awhentitativa code must'be ver'rfiedon"any elettsooiuopies. "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, handlinqg shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, byv TPI and SBCA) fc safety practices prior to pertorming these functions. Installers shall provide temposrY bracing per BCSI. Unless noted olherwise,top chard shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins lied per BCSI sections 63, B7 or 10, as applicable. Apply proles to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. fZefer to drawings 160A-Z far standard plate positions. Alppine, a division of ITW Buildinpp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the tnlss in conformance with ANSI PI 1, or for handling shippin9, installation and bracing of trusses.A seal on this drawing or cover pa e_ listing this drawingg indicates acceptance of prolessionat engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP1 I Sec.2. Job Number: 36CS00071 Ply: 1 SEQN: 668296 / T24 / HIPS 4EBB 1828i Cali "C" IDR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label• All Wgt: 203.0 Ibs .. / ... 09/1012018 I" 5'3"4 1 10'0"1 1 16'9° 1 23'0"12 r 297"15 + 34'4"12 39'8" 5'3"4 4'8"12 8'8°15 8'3"11 67"3 4'8"7 5'34 --5X8 m3X4 m5X6 la5XB D E F G 12 6 �2X40 H oQX4 "v U7 I m4X6(A2)B 1m4X A P O N M L K =3X4 =3X6 =3X4 =-3X8 =3X6 =_3X4 SEAT PLATE REQ. SEAT PLATE REQ, 39'8" 1' 10'0"1 1'11"1 4'5"8 67"3 47"4 _I_1'11"1t5 10'0"1 i 1' 16'5°8 + 23'0"12 278" 'T29'T'1 3R 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 Ioc Udefl U# Loc R / U / Rw / Rh / RL / W B 1561 / 719 / 931 / - 1244 / 8.0 TCDL: 17.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.211 F 999 240 BCLL: 10.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.579 F 999 180 1 1561 / 719 / 931 / - / - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.072 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.135 K - - Cf )� B Min Br Width Re 1.8 g q - Code / Misc Criteria NCBCLL: 10.00 I Mean Height: 15.00 ft Cree Factor. 2.0 P 1 Min Brg Width Req = 1.8 Soffit: 12.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.460 Bearings B & I are a rigid surface. 9 Load Duration: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0.736 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 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 Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s)'. VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1821 -2860 Wind Duration: 1.60 WAVE Lumber Top chordl2x4 SP #1 Bat chord 2x4 SP #1 Webs 2x4 SP #3 Wind I Member design based on both MWFRS and C&C. it I 40 0165 OF 10 6E 1E 1O 89 9A 911F OD 89 SS F7 This havting has-been electtonica0g;signed and sealed. by Manuel Marini,-P.E (fL lit. 4471112) on the date st,ovin 3,01"ion code. Punted coDies,;uf ahis,dowineirt,aie'notcoasideteAsipned aad sealed and, the SHA•1 authentitation code most be vestlied vn`any electronic coj. pies, B - C 1692 - 2808 G - H 1555 - 2540 C - D 1556 - 2540 H - I 1692 - 2809 D-E 1812-2845 I-J 27 0 E - F 1820 -2860 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B- P 2456 -1386 M- L 2223 -1174 I P - O 2224 -1145 L - K 2223 -1174 O - N 2224 -1145 K - 1 2457 -1416 N - M 2866 -1530 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - P 276 - 266 M - G 801 - 498 D - P 399 -129 F - M 293 - 358 D - N 789 - 490 G - K 402 -129 N - E 300 - 365 K - H 276 - 266 E - M 100 - 96 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety. Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use .of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. r Job Number: Truss LabelCA13C"0/DR Horton MEBB 1828-Cali "C" I Wyt 1212.8 Ibs I FROM: IRS307 / T14 ! SPEC I DRW; 09/10/2018 I 1 F 35"2 1 +2"8 I 39 5'S 481 118'0°564 T4 '75+ 48 G T r'SX8 033X4 12 C D E F t" T 6 �7- IH X4 no "' (a) a 3X6(A1)B li=-3 A 102X4 Wl M XIM 8 X4 SEAT PLATE REQ. BEAT PLATE REQ. SEAT PLATE;REQ. 134" 57 20'8" i 8'1"13 5'0 7 5'9"12 7'2°5 2'9"11 4'S"4 6'2"12 1� 8'1"13 132"4 19' 26'2"5 29' 33'S"4 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CS1 Criteria ♦ Maximum Reactions (Ibs), or'=PLF 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 I RL / W / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.032 L 999 240 B 559 / 260 / 385 / - / 257 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.095 L 999 180 O' 325 / 147 1161 / 0 / - / 68.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.014 K - - I 752 / 342 / 531 / - /- / 8.0 Des Ld: 37.00 EXP: C HORZ(TL): 0.026 K - - Wind reactions based on MWFRS I Mean Height: 15.00 ft NCBCLL: 10.00 Code / Misc Criteria CreepFactor: 2.0 B Min Brg Width Req = 1.5 1 Soffit: 2.00 BCDL: 42 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.501 O Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.424 1 Min Brg Width Req = Bearings B, O, & I are a ri1.5gid surfac . Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.663 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 Rly (ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 27 0 F - G 5 -672 To chord 2x4 SP #1 P B - C 356 - 586 G - H 520 20 - 68686 Bot chord 2x4 SP 91 C - D 163 -14 H - 1 659 -1095 Webs 2x4 SP #3 D-E 435 -187 I-J 27 0 Bracing E - F 435 -187 (a) Continuous lateral restraint equally spaced on member. Or lx4 "T" reinforcement. 80% length of Maximum Bot Chord Forces Per Ply (Ibs) web member. Same species & SRB grade or better, Chords Tens.Comp. Chords Tens. Comp. attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. B - P 449 - 232 M - L 631 - 280 P - O 456 - 232 L - K 916 - 485 ting Notes O-N 298 N - M 635 -� K - I 919 -485 Alaplates are 5X6 except as noted.`'�`rd®'° Wind N 0471 Maximum Web Forces Per Ply (ibs Member design based on both MWFRS and C&C. �" ma Webs Tens.Comp. Webs Tens. Comp. 225 -2 � C-P 312 -44 M-F kc STAT OF* °di1: C-O 418 -646 F-L :191 -141 �0 O - D 178 -97 G - L 432 -339 D-N 319 -410 L-H 3W -449 dgANVN E - N 321 - 398 H - K - F 783 -1202 235 -15 SERIAL# 40 0165OF 19 6E SE Ili 899A 911F 813 89 SS F7 7hrs1 drav4ng- hasbeen electsanicagy, signed, and sealed,by Mond Martine:,. P.E'(FL Lk. 9479g2) on the date shown ,above :using a 6HA4 autherakation code.. PdMed'copies dot `Mil Cowmeiq,.aie_ not considered' signed 'and sealed aml the WA-1 authentication Code most b `vetiired on`aapelechouic copies: "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, bV TPI anr7'SBCA) For safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI�PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professiona engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Budding Designer per ANSIrrPI 1 Sec.2. A Job Number: 36CS00071 Ply: 1 SEQN: 668303 / T11 1 SPEC 4EBB 1828-Cali "C" /OR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: At5 Wgt: 208.6Ibs / ... 01012018 91 T '11"15 13'9"12 1711"15 18' " 24'4"1 29' 33'3"9 39'8" 7' 11" 5 59°13 4'2"3 8"47"15 6'4"7 I MBX6 m3X4102X4 m3X4 -4A1U 102X4m3X6 ®3X8 012X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 13'8" 5' 1- T :6(A7) SEAT PLATE REQ. 21' 1' T1°12 11" 5 54°9 " 2 4'6" 5'6"5 1'5"11 4'S3 6'2°11 1' T1"12 '1" 1 13'6"4 18'8" 24'2"5 25'8 34 33'5°5 39'8" 2'.� Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: (10.00 TCDL: 4.2 psf soffit: 12.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chordj2x4 SP #1 Bat chord 2x4 SP #1 Webs 2x4 SP #3 Bracing ! (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. , Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in foe L/defl U# PF NA Ce: NA VERT(LL): -0.039 N 999 240 Lu: NA Cs: NA VERT(TL): 0.101 N 999 180 Snow Duration: NA HORZ(LL): 0.014 M - - HORZ(TL): 0.027 M Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.569 TPI Std: 2014 Max BC CSI: 0.357 Rep Factors Used: Yes Max Web CSI: 0.564 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s):. WAVE VIEW Ver: 17.02.02.1208.15 SERIAL# 400165 OF 186E1E 1099 9A 911F OD 89 SS F7 %This, drovring: has been electionicany sued and sealed by Mamma Mardgei, P.6.(FLc tic... WIN) on the date. shown ,above usinga SHA-1authemicaddn code. Primed - signed and sealed and, the SHA-I amheircicetion.'eude must be verdie0 on�anp. eleRroui[ copier, ♦ Maximum Reactions (Ibs) Loc R 1 U / Rw / Rh / RL / W B 529 / 241 / 354 /- / 277 18.0 S 687 1237 1346 ! - / - 18.0 Q 1302 / 601 / 633 / - 1- / 8.0 K 770 1350 1528 ! - /- 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 S Min Brg Width Req = 1.5 Q Min Brg Width Req = 1.6 K Min Brg Width Req = 1.5 Bearings B, S, Q, & K are a rigid surface. Bearings B, S, Q, & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ A- B 27 0 G- H 584 - 525 B - C 5W - 579 H -1 934 - 734 C - D 626 - 488 I - J 935 - 734 D-E 272 -106 J-K 1161 -1131 E- F 584 - 525 K- L 27 0 F - G 584 - 525 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 451 - 388 Q - P 657 - 571 U - T 445 -329 P - O 652 - 571 T - S 444 - 325 O - N 652 - 671 S - R 340 -262 N - M 947 - 886 R - Q 340 - 262 M - K 950 - 887 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 S - E 196 - 241 I - N 374 - 383 E - Q 500 - 398 J - M 223 - 31 G - Q 276 - 324 "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 i Safety Information, by TPI and SBCA) 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 aid ceilingp. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, le. At)& Plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2e4er to a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawiriq any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this rawing or cover page, this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability le of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00071 4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" Truss Label: A16 Ply: 1 SEQN: 668310 / T20 / SPEC Qty: 1 FROM: IRS DRW: Wgt:203.0lbs .. / ... 7'1 9'11"15 13'9°12 18'8° 22'4"1 29' 33'3"8 39'8" 7' 2'11"15 3'9"13 4'1A 3'8"1 67"15 4'3"8 6'4°8 09110120187 T 12 C T 6 =5X6 p I2X4 ®3X4 ")(10(SRS) 1z3X4 m IM D E F - 6X12C' 0 M l w snI 3Qm3X6(A1)B 1 A Jm3X6 K P�5X6 1=4X10� m X4 1112X4 1112X4 110 X8 III2X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE ARE 131" 5' 21' F1' T1"12 2'it"15 3'4"9 7'1"12 10'1"11 13'6"4 5'1"12 3'6'5 18'8° 22'2"5 6'9"11 4'5'4 VT12 1' 29' 33'5"4 3918" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.037 M 999 240 B 527 / 239 / 338 /- / 317 1'8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.097 M 999 180 P 730 1273 / 339 IF- / - / 8.0 BCDL: 10,00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.013 L - - O 1229 / 557 / 597 / - / - % 8.0 Des Ld: 37.00 EXP: C HORZ L 0.025 L - - ) J 787 1358 1529 ! - ! - % 8.0 NCBCLL: 10.00 Mean Height: 15.00 ft 9 Code / Misc Criteria Creep Factor. 2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL: 4.0 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.591 B Min Brg Width Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.329 P Min Brg Width Req = 1.5 O Min Brg Width Req = 1.5 Spacing: 24.0 " C&C Dist a: 3.97 fl Re Factors Used: Yes p Max Web CSI: 0.513 J Min Brg Width Req = 1.5 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings B, P, O, & J are a rigid surface. GCpi: 0.18 Plate Type(s): Bearings B, P, O, & J require a seat pia te. Wind Duration: 1.60 WAVE VIEW Ver: 17.02 02.1208.15 11 Lumber Maximum Top Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP #1 A - B 27 0 F - G '725 -746 Webs 2x4 SP #3 B - C 644 -570 G - H 929 -813 Wind C-D 696 -515 H-1 935 -783 Member design based on both MWFRS and C&C. D - E 405 -316 I - J 1146 -1160 E- F 724 - 746 J- K 27 0 Maximum Bot Chord Forces Per Ply i (Ibs) Chords Tens.Comp. Chords fens. Comp. 1x111t#�31#d �' A 'f 6 -570 ♦��` �! R-Q 382 -307 N-M 66 -571 ,'*,?ate+ Q _P 382 -304 M - L 972 975 -870 No 047182"* P - O 473 - 386 L - J - 971 Maximum Web Forces Per Ply (Ibs —G R :mow Webs Tens.Comp. Webs Tens. Comp. OF g' y+ C - R 192 - 74 O - G 1701 -1624 g ,a#�' � v" BY R - D 236 -105 N - G 216 -4 �l♦VJ P 916 804 H M 1388 321 21 D - - - P - E 170 -241 M -1 487 -394 SERIAAL# E - O 480 -437 I - L 2(34 -33 400165OF186E1E10899A911FRD89SSE7 F-0 167 -237 :This,dtawing has been Celetttonica6ysi¢oed,and sealed by 'Manud Martinei,'P.E.'(FL Lh: 347W) on -the date,sbod±n above usloga SHMi authentkation to& Punted copies', or Ais,docdtneq ate not (oniideied signed ,aq4 sealed amh the SFIAi'autM1enrica[ionmde,must ,be �vetdie0 gn;anp.elee,. I copies. . **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI and'SBCA) safety practices prior to performing these functions. Installers shall provide tempos bracing per BCSI.. Unless noted olherwise,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 SCSI sections B3, B7 or B10, as applicable. Apply plates to each faceof truss and position as shown above and on the Joint Details, unless noted otherwise. fZefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for. any deviation from this drawing,any failure to build the tniss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. Job Number: 36CS00071 Ply: 1 SEQN: 6682311 T2 / GABL 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" City: 1 FROM: AH DRW. Truss Label: 131GE Wgt: 134.4 Ibs / ... 09/1012018 10'8" L 21'4" _ �.� Z8" --+ 1-4" (TYP) i aB4X4 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: 110.00 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 chord12x4 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_ I 21'4" 21'4' 21'4" 1' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Mist: Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): -0.001 H 999 240 VERT(TL): 0.002 AE 999 18( HORZ(LL): 0.002 J - - HORZ(TL): 0.003 J - - Creep Factor. 2.0 Max TC CSI: 0.108 Max BC CSI: 0.033 Max Web CSI: 0.088 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 SERIAL # 40 0165OF 10 6E tE 10 89 9A 911F BD 89 SS F7 :lhis•dtawing has been-efectionira0y,signedanA' seated by Manuel Martinei; P.L {Fr: Lic. w1k) oa the date shown •above using a SHA4authentication code. Printed copies ;o'O tbis:documenRait noc;(oasidered signed I nd sealed and. the SHA-1 authentication code .must be • verified onaay elearonic,copies; ♦ Maximum Reactions (Ibs), or `=PLF Loc R /U /Rw /Rh /RL /W P` 81 137 / 39 /- / 11 1255 Wind reactions based on MWFRS P Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 1-1 304 -24 B - C 87 -120 J - K 253 -21 C-D 80 -90 K-L 202 -23 D-E 105 -71 L-M 154 -43 E - F 153 - 50 M - N 105 - 64 F - G 202 -29 N - O 74 - 84 G-H 253 -21 O-P 81 -113 H- I 303 -24 P- Q 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AE 175 -108 X - W 192 -107 AE-AD 183 -110 W-V 191 -117 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 163 -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 uire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide tempora�IYY BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly Cc.- ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, Ile._ Apply plates to each face_ of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to a division of any failure to build the g or cover page rn. The suitability Job Number: 36CS00071 Ply: 1 SEQN: 668232 / T3 / GABL 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: C1GE I Wgt: 78.4lbs .. / ... 09/10/2018 --1'8"---}--1W -- (TYP) T 14' T 7' G=4X4 14' �11 +1� I 14' Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# LOG R / U / Rw / Rh / RL I / W f 168 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 F 999 240 L• 84 139 / 40 /- / 12 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS j BCDL: 10,00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 E - - L Min Brg Width Req = - ! Des Ld: 37.00 EXP: C HORZ(TL): 0.002E - - Bearing B is a rigid surface. Mean Height: 15.00 it Code / Misc Criteria CreepFactor: 2.0 NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.psf Bldg Code: FBC 2017 RES Max TC CSI: 0.118 Maximum Top Chord Forces Per Plly (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Camp. 213 -26 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.061 A - B 27 0 G - H Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: B - C 14 -66 H -1 157 -48 GCpi: 0.18 Plate Type(s): C - D 61 -28 I - J 105 -69 Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 D - E 113 -17 J - K 67 -89 Lumber E - F 165 -14 K - L 84 -106 F-G 221 -17 L-M 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply,(Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes B - V 145 -46 R - Q 164 -49 All plates are 2X4 except as noted. V - U 153 -47 Q - P 159 -50 Wind U-T 158 -48 P-O 155 -51 T-S 181 -49 O-N 150 -53 Member design based on both MWFRS and C&C. S - R 164 -49 N - L 144 -55 Additional Notes 9°l1 dl! 1�t,Tst See DWGS A16015ENC101014 & GBLLETIN1014 for �4=` v Maximum Gable Forces Per Ply (Ibs) gable wind bracing and other requirements. .�✓ry ' Gables Tens.Comp. Gables Tens. Comp. 4454 • C - V 122 -56 Q - H 205 -83 ®: C {$di"a� gam,. * D-U 115 -75 P-1 159 -72 �,. E-T 159 -72 F-S 205 -83 O-J N-K 115 -75 122 -56 TATO G - R 13 89 Ar !A "'41anstO SERIAL# d0 0165OF 1S 6E1E 10 89 9A 91IF, BD 89 55 F7 %7his'drawing•has been, electionicarg,signedard'sea!eo 69 .Maned Martine,-P.L-(FLaia. 941e2j on the date shown • above using a 5118-1ambanication code. Ptimed't6pie4;'ot this doNment ale not;iomsideredsigned •and sealed and,the SHki:'authemkatiun.'code must be Will( eG ananV eleutooic.copies. ""'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! `*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 BCSI (Building Installers temporary Component Safety Information, b TPI anc7'SBCA) for safety practices prior to performing these functions. shall provide bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly lateral have bracing installed BCSI B3, B7 610, attached rigid ceiling Locations shown for permanent restraint of webs shall per sections or as applicable. App)y plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to drawings 160A-Z far 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 ANSIlfPI 1, for handling installation bracing trusses.A seal on this drawing or cover conformance with or shipping, and of listing this drawing indicates acceptance of pprofessiona engmeen responsibility solely for the design shown. Jawing page The suitability and use of this for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this lob's general rotes papa and these web sites: ALPINE: www.ali)ineitw.com; TPI: www.tpinst.orm SBCA: www.sbdndustrv.com: [CC: www.iccsafe.org Job Number: 36CS00071 Ply: 1 SEQN: 668233 / T191 EJAC 4EBB 1828-Cali "C" [DR Horton /4EBB 1828-Cali "C" City: 14 FROM: AH DRW. Truss Label: EJ7 Wgt: 23.8 Ibs / ... 09/10/2018 I C I 12 12711 6 p M O_ tri !=2X4(A1) B 3. A D SEAT PLATE REQ. 1' _'I 7 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 L/# Loc R / U / Rw / Rh / RL 1 W B 336 1 117 1259 1- / 173 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA i BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 120 / 101 /- / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.014 D C 171 1133 191 / - 1- / 1.5 Des Ld: 37.00 EXP: C HORZ TL 0.025 D - ( ) Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: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: 0.496 D Min Brg Width Req = - C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.368 Bearing B is a rigid surface. Spacing: 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)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 77 -151 Top chord 2x4 SP #1 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. I B - D 0 0 O yr "+ay7 �« Ass.ENS Z. o ;047i02 � ... mr w ��P STATE OF 40. SERIAL# 4001.0OF 186E 1E 10 89 9A 911E BD 89 55 F7 :This'dtawing has been etectionitany,signed and sealed by Manuel Martinez, P.E. (FL Lk.- 947162) on the date sbocvo above using SNA3authentication .Code. _ .. PiiMed eoDies;;ot'ahis .dbdmerrt `ate noz.,coasidered.s'gned Wand sealed and.. the SHA•1 authvrcicetioa code must'be •vetAied adahy elecuouli Copies. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquIreextreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Cc ponen[ Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o-therwise,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 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to drawings 16OA-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 this drawing truss in conformance with ANSI�I PI 1, or for handling shipping, installation and bracing of trusses.A seal on listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. or cover page The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this iob's general notes Pacts and these web sites: ALPINE: www.ai ineitw.com: TPI: www. into ; SBCk www.sbcindu .com; [CC: www.iccsaie.org Job Number: 36CS00071 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Truss Label: BJ5 T / SEAT PLATE REQ. Ply: 1 SEQN: 668234 / T16 / JACK City: 4 FROM: AH DRW: Wgt:16.8Ills .. / ... C 11'2"11 M 1 5' 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 Udefl U# Loc R / U / Rw / Rh / RL / W 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 263 / 96 / 208 / - / 129 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 90 / 13 / 70 / - / - % 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 D - - C 119 / 93 / 62 ! - / - ! 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.008 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor: 2.0 B Min Brg Width Req = 1.5 Soffit 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.309 D Min Br Width Re - 9 q = Load Duration: 125 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.182 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 itRep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires 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 (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp. 53 -120 Lumber A-B 27 0 B-C Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per P y (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 4001650F 186E 1E 10899A91IF, 81)99SS F7 %7his'draviing has been electtanicany,sipred and, sealed by Manuel Mattine 'P.E{FL. tic. 94illk) od tne.date `show. ,about using a SHA-i autheacicaHorccode. PiiMed ,copies„of tnis.dowmeat ate;noi [oasidered'signid 'and sealed aml,the,Sk-'1-iutneidic5tion code. must ,be %vethitA odaoy ekctroaic copies. *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of in Components Group Inc. shall not be responsible for deviation from this drawing,any failure to build the 31 PI 1, or for handling shipping, installation and bracing of trvsses.A seal on this drawing or cover page !s acceptance of professional engineering responsibility solely for the design shown. The suitability any structure is the respor ral notes Daae and these web sites: Job Number: 36CS00071 4EBB 18281-Cali "C" /DR Horton AEBB 1828-Cali "C" Truss Label: BJ3 i SEAT PLATE REQ. Ply: 1 City: 4 Wgt 12.6 Ibs SEQN: 668235 / T1 7 /JACK FROM:AH DRW. 10711 T O � N 8rprr 09/10/2018 i r 1r T` 3 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 193 / 76 1162 / - / 86 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 / 6 / 41 / - / - / 1.5 BCDL: 110.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D C 64 / 51 / 30 1- I - / 1.5 Des Ld: 37.00 EXP: C HORZ L 0.003 D - (T ) Wind reactions based on MWFRS Noffit: 1 00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 B Min Brg Width Req = 1.5 Soffd: 2.00 . TCDL: 4.2 psf BCDL: 5.0 sf Bldg Cade: FBC 2017 RES Max TC CSI: 0.174 D Min Brg Width Req = - Load Duration: 1.25 P MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.072 C Min Brg Width Req = Bearing B a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes P Max Web CS 0.000 Bearing B requires a seat plate. r Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 29 -105 Top chord 2x4 SP #1 Bot chordl2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and CBC. B - D 0 0 ^: STATe OF. 4001650F 1B 6E 1E 10899A 911F BD 89 SS F7 This`draviing, has,been.ereatonicaliy,siyaed and seated by Manuel. Martine:; P.E. ift-tic.. 54FIN)i or, the date shovin above using 5HA-1authentication code. Pwirded'copies;ui.thif Aowment ale not consideredsiined and sealed and'thi SHA-i auttieoti[aiion code_mustDe • verHied 9p;any ele[voaic conies. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an a SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheU rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f; fer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of professional 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 Number: 00071 4EBTruss 1828-Ca8li 61C O236 / T18 / JACK ""[DR Horton MEBB 1828-Cali "C" I y: 11.21bs I FROM: AH I DRW; 09/10/201 B 4"3 U 12 6 F'� C 2X4(A1) B SEAT PLATE REQ. _F T /-� 92"11 M O to r r' c7 8t8tt u Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL % W B 150 177 / 145 / - / 42 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 110 118 / - ! - ! 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.000 D - - C -14 / 28 / 25 / - / - 11.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Code I Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 fl Creep Factor: 2.0 B Min Br Width Re 1.5 9 q = Soffit: 2.00 TCDL: 4.2 sf p BCDL: 5.0 psf Bldg Code: FBC 2017 RES g Max TC CSi: 0.163 D Min Brg Width Req = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.015 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C$C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwali: 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 Ch d T C Ch d G Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 40 0165OF 18 BE 1E 1099 9A 911F BD 89 SS F7 This`dra%*L, has, beta.elecfiodrally;signed and sealed by 'hta"ndel Martinez,: M (Fl. Liu 7471M).0io the date shpv+n ,above using SNA-1 authentication code.. P�iMed `coples;lot tbls, dowmeut are noYtonsidefed'signed and sealed aml`the SHlri`aottieidicatioh code most'be .aeritied pn a� Nectiooic copies. or s ens. omp. or s Tens. .„p. A-B 27 0 B-C ' 28 -19 Maximum Bot Chord Forces Per Chords Tens.Comp. B-D 0 0 **WARNING""' READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI ana SBCA) for safety practices prior to performing these functions. Installers shall provide tempos bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progperryly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�!LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page _ , listing this drawingg indicates acceptance of profession engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Fnr n n infnnnatim can thic inh'c na—ml ndtas nanp and thaw wah sitp_s• ALPINE' w aloinadw mm, TPI' www_hY1nsLom: SBCA1 www.sbcindustrv.com, ICC: www.iccsafe.om Job Number: 36CS00071 Ply: 1 SEQN: 668237 / T21 / HIP_ 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" Qty: 2 �"Wgt FROM: AH DRW: Truss Label• CJ7 42.0 Ibs .. / ... 09/10/2018 6'3" i 9110"1 J f' 6,3" T 37" D 12 4.24 p 03X4 C 12'2"6 v M iq "v 2X4(A1) B 148'8. 3 A BU =-5X6 F E III�c4 SEAT PLATE REQ. I 6'1"4 3'2" 16"1y3 1 5" + 6'1"4 9'3"4 9'10 1 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSI 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 I U / Rw / Rh / RL / W B 330 1208 1- I - l - / 10.6 TCDL: 7.00 Speed: 160 mph Pf.' NA Ce: NA VERT(LL): 0.015 G 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.041 G 999 180 E 385 1175 ! - / 0 / 0 11.5 BCDL: 110.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 / - /- ! - 11.5 Des Ld: 137.00 EXP: C HORZ TL 0.008 F ( ) Wind reactions based on MWFRS Code / Misc Criteria NCBCLL:'10.00 Mean Height: 15.00 ft g Creep 2.0 P Factor. 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: 0.241 E Min Brg Width Req = - D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.326 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.256 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber II C - D 55 72 Top chord 2x4 SP #1 B - C 330 -650 Bat chord'2x4 SP #1 Webs 2x4 SP 93 Maximum Bot Chord Forces Per Ply (Ibs) Special Loads Chords Tens.Comp. Chords Tens. Comp. --(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) F E 0 0 TC: From 0 pIf at -1.41 to 55 plf at 0.00 B - G 604 -290 - G - F 591 - 288 TC: From 2 pif at 0.00 to 2 pif at 9.84 BC: From 0 pif at -1.41 to 4 pif at 0.00 BC: From 2 pif at 0.00 to 2 ptf at 9.84 Maximum Web Forces Per Ply (Ibs) TC: -7 lb Conc. Load at 1.41 f Webs Tens.Comp. Webs Tens. Comp. TC: 128 lb Conc. Load at 4.24 TC: 238 lb Conc. Load at 7.07 4 , �p tj G - C 286 -47 C - F 345 -709 �q'� ...... BC: 23 lb Conc. Load at 1.41 SA*"° +* #�! d✓r fir" i:x BC: 103 lb Conc. Load at 4.24 � ^c' " ?6 BC: 179lb Conc. Load at 7.07 No 047102' Wind€ Wind Toads and reactions based on MWFRS. OF SERIAL# 4001 GS OF 1B 6E 1E 10 899A 911E BD 89 SS F7 This, drawing has been deaionirany,signed and sealed by Manuel Martine=, P.E. fFl. tic f47162) on the date sbovin aboveusing a SHA-lautheatication code Pirated copies,of.this,de[umern, ate ovt,considered signed and sealed and the SHA•1 authentication code must'be verOieG on any eledroalc copies. '*WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Installers temporarryy Componenf Safety Information, by TPI and SBCA) fsafety practices prior to performing these functions. shall provide bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have bracing installed BCSI have a properly B3, B7 B10, attached rigid ceiling Locations shown for permanent lateral restraint of webs shall per sections or as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. hefer to drawings 1160A-Z for standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for, any deviation from this drawing any failure to build the truss in conformance with ANSI�i PI 1, or for handling shipping, installation and bracing of trvsses.A seal on this drawing or cover page _ . The listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPl 1 Sec.2. Far more intonation see this job's general notes page and these web sites: ALPINE: wrwv.al ineitw.com; TPI: www. inst.o ; SBCA www.sbcfndu .com; IM www.iccsafe.e Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind -Speed,-_ 15' Mean -Height, Enclosed, Exposure C, Kzt = 1.00 pr-t-140-roph-Wind-Speed,-15' Me(xn-Height-Partially-Enclosed,-Exposure-CrKzt-=-1.00-- - - - Or- 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nr, tan nnh ulnr9 Snood. is' Mon,, Hoinht. Pnrtlnity Fnrinspd. Fxnnsure D. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade : No Braces 0) Ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace x (1) 2x6 'L' Brace x (2) 2x6 'L' Brace x Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 10' 6' 7' 6' 10' 7' 9- 8' 1' 9' 3' 9' 7- 12, 2' 12, 8' 14' 0' 14' 0' S P F #3 3' 8' 5' 9' 6' 2- 7' 8- 7' 11' 9' 1' 9' 6' 12' 0' 12, 6' 14' 0' 14' 0' u O P Stud 3' 8' 5' 9- 6' 1- 7' 8' 7' 11' 9' 1' 9' 6- 12' 0' 12, 6' 14' 0' 14' 0' Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' 1- e' 11' 9' 6' 10' 4' 111 1' 14' 0' 14' 0' -� S P #1 4' V 6' 8- 6' 11' 7' 10' 8' 2' 9' 4' 9' B' 12' 4' 12' 9' 14' 0' 14' 0' #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12, 2' 12, 8' 14' 0' 14' 0' cu D F L #3 3' 9' 5' 3' 5' 7- 6' It' 7' 5' 9' 2' 9' 7' to, 11' 8' 14' 0' 14' 0' Stud 3' 9' 5' 3' 5' 7- 6' It' 7' 5' 9' 2' 9' 7' _III to, 11' 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7- 4' 11' 6' 2' 6' 7' 8' 81 11' 9' B. 10, 4' 13' 1' 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9- e' lo- 9' 3' 10' 7' Il' 0' 13' 11' 14' 0' 14' 0' 14' 0' +) U S P F r #3 4' 2- 7' 1' 7' 9- e' 9' 9' 1' 10, 5' 10, SO' 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2- 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' O 1 Standard 4' 2' 6' V 6' 5' 8' 1' 8' 8' 10' 5' to, to, 12' 8' 13' 7' 14' 0' 14' 0' Qj #1 4' 7' 7' 7- 7' I1' 9' 0' 9' 4' to, 8' I1' 1' 14' 0' 14' 0' 14' 0' 14' 0' Q S P #2 4' 5' 7' 6' 7' 9• 8' 10, 9' 3' 10' 7' IF 0' 13, 11' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5- 6' 10' 8' 6' 9' V 10' 6' 10' It' 13' 4- 14' 0' 14' 0' 14' 0' (3)D F L Stud 4' 4' 6' S' 6' 10' 8' 6' 9' 1' to, 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10, 10, 11' 10, 12' 7' 14' 0' 14' 0' .Q #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14, 0' S P F #3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' ill 6' 121 0' 14' 0' 14' 0' 14' 0' 14' 0' L7 Lf u Stud 4' 7' B' 2' 8' 5' 9' 8' 10' 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' 0 rl F Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' Il' 6' 12, 0' 14' 0' 0 14' ' 14' 0' 14' 0' X #1. 5' V B' S. 8' 8' 9' 11' 10, 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 10' e' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' -i I D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, o' 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' able Truss Diagonal brace option - T vertical length may be 0' doubled when diagonal 18' )K brace Is used. Connect L I diagonal brace for 600# 7 at each end. Max web Brace total length Is 14'. i1f11 2x6 DF-L #2 or better diagonal T Vertical length shown bracer single 8' In table above. or double cut 4511 (as shown) at 1 upper end, Connect dlagonul at - - - - �i"" 1@i "i; midpoint of vertical web. Refer to chart above for .,gel An9 oWARNINFAs READ AND FOLLOW ALL NOTES ON THIS DRAWRQ --DWMTANT- rURNISH THIS DRAWING TO ALL. CONTRACTORS INCLUDING THE INSTALLERS. P AGE Trusses require extreme care tm fabricatktg,'handWg, sh1pp4nq, InstalUnQ and bracing. Refer?'., to and � �,\- follow the latest erD{Ion oP BCSI fHu0.d1n0 Conpormnt Safoty lnformatbn, by TPI and praetieee prior to performing these functions. Installers shall provlde teeumrneq bracing perSL,71 Less noted otherwise, top chord shalt have property attached structural sheathing orW shot( have a properly attached rigid ceiWg• Locations shown For permanent lateral restraint of webs f7 F�� I� shalt have bracing InstaUed per SCSI sections 43, 87 or RIO. As applicable. Apply plates to each face a 11 1 L-J 1� 1 f truss and posItl- as shown above and on the Joint D-URS, unless noted otherwise, .OF ILI`�IUr✓ II�I� Refer to drawings 16CA-Z far stendard plate posltbns. Atpl-, a dlvlslon of ITW Buamng Components Group Inc shall not be responsible Par any d-I.Van from r'o- 91i4N AN 11'W COMPANY this drawing, any failure to baud the truss In conformance with ANSI/TPI L, or for handling, shipping, r C W 6istouation 6 bracing of trusses. A seal on this drawing or cover page ,,sung this drawing, Indicates acceptance of professional engheer4g re ty sorely For the design shaven The sultobilley and use of this drow7np �.qyy {� + a.\.W,1• \\\t\ 13389 Lake4onl Drive for any struetwe For mom armation re"+Pon�Yl� ,this job's general notes pngedkVAnnd the" Sveb sltem Eanh City, MO 63045 ALPINE, www.atpinaltw.cont TPD www.tpinstArgl SBCA, www.sbclndustry.orgl ICG wwdcasafe.erg Bracing Group Species and Grades, Group AI S ruse-Pine-Flr Hen -Fir #1 'r #2 Standard 02 1 Stud #3I Stud I 1 #3 Standard Dou las Fir -Larch Southern Pinexxw #3 #3 Stud I Stnndnrd Stnndnrd Group Bi Hen -Fir #t & Btr #1 Dou las Fir -Larch Southern Plnexwx #1 #1 #2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). xxFor Ix4 So, Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these rades. Gable Truss DetodL Notes, Wind Load deflection criterlon 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) malls. )K For (1) 'L' brace, space nails at 2' o.c. In 18' end zones and 4' O.C. between zones. )K)KFor (2) 'L' braces, space nalls at 3' ox. In 18' end zones and 6' o,c. between zones. 'L' bracing must be a minimum of 80% of web member length 11 Gable Vertical Ptate Sizes Less than 4' 0' 2%3 Greater than 4' 01, but less than !t' 6• 3%4 Greater than 11' 6' 4X4 Vertical Length No Splice + Refer to common truss design for peak, splice, and heel plates, Refer to the Building Designer for conditions not addressed by this detalL. MAX, TOT. LD. 60 PSF MAX, SPACING 24,0' REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 lk Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or. t40 MPH Wind Speed, 30' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 ❑r, 120 moh Wind Sneed. 30' Mean Helaht. Partlally Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) Ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace lo (1) 2x6 'L' Brace x (2) 2x6 'L' Brace No Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13, 9' 14' 0' P fr #3 3' 6' 5' 5' S' 9' 7' 2' 7' 7' 8' 8' 9' t' 11' 3' 11' 11' 13' 7' 14' 0' US r Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' It, 13' 7' 14' 0' O r Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' B' 11' 9' 8' 10' 4' 13, 1' 14' 0' #1 3' 10' 1 6' 4' 6' 7' 7' 6' 7' 9' 1 8' 11' 9' 3' 11' 9' 12, 2' 13, 11' 14' 0' —j S P #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' it, 7' 12' 0' 13' 9' 14' 0' 93 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 1 4' 0' I D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' Ill 8' 9' 9' 1' 10, 1' 10, 10' 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' e' 6' 1' 7' 9' 8' 3' e' 11' 9' 7' 12' 2' 13' 0' U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' to, 1' 10' 6' 13, 3' 13, 9' 14' 0' 14' 0' S P F #3 4' 0' 6' 7' 7' 5' 8' 4' e' e' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' U Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' B' 9' Ill 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' 0) O H F StandardN4'8' 5' 8' 6' 0' 7' 6' 8' 0' 9' it, to, 4' 11' to, 12, e' 14' 0' 14' 0' #1 7' 3' 7' 6' 8' 7' 8' 11' 10, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P #2 7' 2' 7' S' 8' S' 8' 9' 10' 1' 10' 6' 13' 3' t3' 9' 14' 0' 14' 0' #3 S' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' S' 12' S' 13' 3' 14' 0' 14' 0' D F L Stud 5' il' 6' 4' 7' 11' 8' 5' 10, o' 10' 5' 12. 5' 13' 3' 14' 0' 14' 0' Standard5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10, 2' 11' 0' 11' 9' 14' 0' 14' 0' #1 / #2 7' 11' 8'2'9' 4' 9'8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14, 0' SPF #3 1 7' 7' 8' 1' 9' 2' 9' 6' 10' Il' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' U Y O L� F �l Stud 4' S' 7' 7' B' 1' 9' 2' 9' 6' 10, li' it, 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' S' 6' 6' 6' 11' 8' B' 9' 3' 10' 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X #1 41101 8' 0' B' 3' 9' 5' 9' 9' Il' 2' it, 8' 14' 0' 14' 0' 14' 0' 14' 0' d l S D F L #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 03 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' ill 0' Il' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' it, 6' 14' 0' 14' 0' 14' 0' id' 0' r- Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10' 11' 11' 5' 12' 8' 13' 7' 1 14' 0' 140' Ab.utiL able Truss Diagonal brace option- -1- vertical length may be doubled when diagonal 18 3# brace Is used. Connect L I diagonal brace for 690# at each end. Max web Brace total length Is 14'. 31 X 2x6 DF-L #2 or better diagonal 'r t Verticol length shown brace) single B' In table above, or double cut L 1 45• (as shown) at upper end. ontlnuous Bearing Connect dlagona at � 011111" midpoint of vertical web. Refer to chart above for max6ER't~e griNM, leng' "WARND" RE AND IIiAND FaLLOV ALL NUES IN TWS DRAWING —IMPORTANT.. FLIRNISH THIS DRAVe1G TO ALL CONTRACTORS INCLUDDIG THE INSTALLERS. ��� \V Trusses require extreme core In fabricating, handling, shipping. Installing and bracing. Ref., to end `�` �'EN[1� follow the latest edit,on of RCS1 nA,Ad:ng Component Safety Infarmatbn, by TPI and SSCA) for Fety t7 Pr actices prior to performing these functions. Installers shalt provide temporary bracing per BCSL Unless wted otherwise, top chard shall have properly attached structural sh-tNrg and button chord NO v shall hove property attached gld ceiling. Locations shown Par permanent lateral restraint of ets Z shad have bracing Installed per above sections the J or Beta is opdkabno Apply ,wise. to each face Q of trust and pocltbn as shorn above and on the Joint D@tats, ecs noted otherwise. Refer to drawings 16DA-2 for standard plate positions. - - Alpine, a. division of_ITV_DuRclin Compents Group Inc. shall not be reapons)bte far amy deviation from A?E OF AN ITW(OMPANY this drawing, any Failure to build tmhe truss In conformance with ANSI/TPI-I� or for ndAinorsNpping,— %-e0 -�- -- Installatim L bracing of trusses. �. A seal on this drawing or cover page listing this drawing, indicates acceptance of Professional englneerirg respanseiWty solely Par the destYr "I.—Theg Designer and use of *cis dmwYg for any struchre Is the respansAAlty of the Buldinner per ANSVTPI 1 SeoZ Earth City. MO Far Fmore information see this Job's general notes page and these eb sites. igF;f fa���Al i��jaa\Zy Earth City, M063046 ALPINE, nw.alpinaltwx m) TPII wew.tptnstww. .orgi SBCA, wsbcindustry.orgi !COwwwwlccsofearg PF¢Pp Ie 14F14s \t\ Bracing Group Species and Grades, Group AI S ruce-Pime- Fir Hem -Fir #1 / 02 Stand. #2 Stud #3 Studrd #3 Standard no I nr-Larch Southern Pinerrr #3 #3 Stud Stutl Standard Standard Group B, Hem-Flr #1 6 Btr #i Dou las Fir -Larch Southern Plnerrr #L #1 #2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). rxFor Ix4 So, Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B11 values may be used with these rades. Gable Truss Detall 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. Attach 'L' braces with 10d (0.128'0.0' min) malls. )K For (1) 'L' bracer space nails at 2' o,c. In 18' end zones and 4' oc. between zones. )K)KFor (2) 'L' braces, space nails at 3' o.c. In 18' end zones and 6' ac. between zones. 'L' bracing must be a minimum of 80X of web member length. Gable Vertical Plate Sizes Vertical Len th No_S lice Less than 4' 0' 2X4 Greater than 4' 0', but 4X4 less than + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail, REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 AX. TOT. LD: 60 P-SF I- - - MAX, SPACING 24,0' Gable Detail For Let -in Verticals Gable Truss Plate Sizes + If web has a- scab- brace then -webs -Ref er^to appropriate Alpine gnb[e�it stall -for over 48' from Joint to Joint need minimum plate sizes for verticat studs. to be braced with 'L' or 'T' braces. Brace Is 90% of member length, +)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. scQg + Example) zX4 �1411%11� ZX4 2X8 No 'L' or 'T" brace required In lieu of scab brace Gable vertical length greater than 48' 'L' or 'T' brace required IT Relnfoi Menk Go Tr Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nallsi 10d Common (DA48'x 3.',min) Nails at 4' oz. plus (4) nails In the top and bottom chords. Toenaited Naltsl 10d Common (0A48'x3',min) Toenails at 4' oz. plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC10IM4; A16030ENC101014, A18030ENC101014, A20030ENC10IM4, A20030ENDIM014, A2003OPEDIOIO14 See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe-nall - 93 M End-noll 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. deb Length Increase w/ 'T' Brace Example ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 IT, 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 x8' 7'=1112' 'T' Relnf. 'T' Mbr. Size Increase 2x4 30 2x6 20 '!. lUl�\vH AN fTW COMPANY 13399LakeGmtDrW Ee:DlCfty,M063045 ssVARNINOes WAD AMID FUUMv ALL MOM UN Tim DRAVIIWI ssUFQtTANIrs RM M TMIS DRAWM TO N.I. CUNMCifltS ]DICLUEM TIE INSTALIXIM Trusses regii•e extreme care h fa6rtotYrg, handltq, fhbpYp, hstdift and bracing, Refer to and follow the infest edtdon of.BCSI UhAu g Component Safety Information, by TPI and SEW for safety Mweces prior to performing these functions. Installers shall provide temporary rmM battere d Unless noted otherwise, top chord sfiatl have property attached structural rhea and shall lmva a pr aperty attached rWtl cesha Locntbns shorn for pernanont lateral restraint of webs of * have hradrig hstaUod par BSI seetlons B3, B7 ar BID, as oppticnWe. Apply plates to each face Re truss and ppoostthn as for above and an dr 3okrt Detalls, unless noted ogxrwlse. Refer to draw npz 16OA-2 forstandard plate positions.vv Alpine, a din IsIon of ITV BuI�p Conpanerrts Gro� Ins. shall not be responsble foron_y deviatbn iron thin drawing, any facture to bold the twss in conPornance rkh ANS1 PI 1, ar for hnnWnp, shipping, httaltotlon 6 bracing of trusses. prof A seat an ties drawing or cover sin g this dra rp, Indicates acceptance of esskwW fe Intl foo�6111y solely for tfr des10 show. The s,lbabft and use of tNs Anwt'p enY b fir responsblNey of the Busting Designer per ANUoOM L SecE For Hare Infar"ar sea this Jobs general Horst De and these .eh sites. aLPINiu wawa ettrcom TPO sew, i sSCM www.sroci'°wustryary Icd aswJcesafe ,asa,e„ *lad y g �T4,'. i� .taCp� -..•� , .`.;. c•, * ^ �n g�$$ - * ' _ grz ��y:• CT .�yr ',e� k+•• %' F'•R.•Z py�3P,.r. �`.�`{•� ''S`A�t AldmL N`� "°°"'"'iO, wa,s ....',awmsa;. .,...-..� ""' , ®-. MAX. TOT. LD. 60 PSF REF LET —IN VERT DATE 10/01/14 DRWG GBLLETIN1014 DUR. FAC. ANY a MAX. SPACING 24.0 X Hip Frame Details B 4 Hip Frame rnv.l u:w I 2; 'R' Lthed Use this detail ASCE 7-10, 180 fors mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame -provided by truss manufacturer, Hip frame is designed to provide bracing for flat top ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or chords of hip frame system where indicated, Flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of stepped hip system must be So, Pine lumber, ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, Structure anels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To higofti 4�►, 1%arlins, . DKWANT.a �M T s�JiD»RAVANNG FOLLOW ALL CONTRAcCTiORS INDLiUDING H DWALLM, THIS DRAWMGI : e.� C�Jy Lam'/•'fi''' �C REF HIP FRAME DATE 10�01�14 Trusses squire rwtrenr care b Fabricating, handling, shipping, installing and bracing. Refer to and Information, by TPI SBCA) for safety �``� V, nrO Follor the latest aretlon of BCSI (Buading Camporont Safety and practices prior to performing these functions. Installers shall pr.v temp- y hracing per HCSi. Unless top lmve attached structural sheatidng and bottom ahrd _ tV * = DRWG HIPFR1801014 ^� noted otherwise, chord shag properly shall have a properly atMchwd rigltl cefling. locatlans sl+own for permsnsnt lateral rostraht of webs. shaU have installed per BCSI sections ar BJg, lls applicable. Apply plates to each face _ _ a [�J) mr )sl the J o of truss and ppoosition as shown Above and the .blot Deta0.s, vdess rated othenlse. Refer to drnrings 16CA-Z far standard of /S'1 A E OF plot. positbns. Alpine, A division of [TV Buadbg Components Group Inc shall rot be responsible for my deviation from S R" _ - AN RWdOMPAWY tNs�drrietrig; anY f Aare to bJld-the truss'In confor--e-.Ith-ANSI/TPI L or -far -handling, sVdpphv,_ `Q^ J\- Nstallotlan 6 braWg of trusses. A seat on this dro.lnp or cover page Usting this drare,g, Indicates acceptance of professional for the de sham The sultobUty and use of this drawing N 4,yy ;ysrY` y'��� Q�i����51b,yt /!x,�fF reapoetsOYUty solely fr�turo lo the rrJPon lty of the BWdhg Besyror per ANSIRPI I Seel g(aIl,Q1 13399 lakefront Drive Fr more V rmatlon see this general notes page and these alt sites �Ild!!`1:1116i1N1pP Earth City, MO 63g45 ,Job's ALPINE, wnabin.1tr.conl TPb w.r.tpinsterni SBM rrw.sbctridustrY.orgl ICO wr.Jccsafearg _Mattey-D_etail _- _AS.CE_7-10,_1.6.0._mph_,_3.0'_.Me_an Height,__Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, xx Attach each valley to every supporting truss with, (2) 16d box (0.135' x 3.5') nails toe-nalled 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 ���X4 12 Max, 2X4 �- 8-0-0 max --I 4X4 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 3.01) nails at 6' o,c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with, properly attached, rated sheathing applied prior to valley truss Installation, Or Purlins at 24' o,c, or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. xxx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0', Pitched Cut Bottom Chord Valley Valle Spacing Square Cut Bottom Chord Val 12 12 Max. f X3 1X3 6-0-0 ,C \�g*!k# 1X3 (Max Spacing) 2X4 1X3 SX4/SPL 1X3 SQp 20-0-0 (++) Supporting trusses at 24' o.c, maximum spacing. 4X4 2X4 if Stubbed Valley Optional Hip End Detail Joint Detail r.VAramma FFJID AM Fey°''' ALL WrES ON TMS M'� �`` �y�l— NV1%6f ''a, TC LL 30 30 40PSF REF VALLEY DETAIL ogPBRTANT.r ROMSH THIS BRAVING M ALL CONTRACMO UICWWO M WTALLUM Trusses require estrene care In fobricothg, hondBng, shbph& Instotft and brachg. RePer to and foil*. the latent edition of BtS1 GLAding Co ont Safety tnfornotlan, by TPI and SBCA) far safety \�L1= (,� C DL 20 15 7 PSF DATE 10/01/2014 nZCes prior to Is., rdno thew Fur,etlom. tnatagers shoo provide trroeroryy tiro��lnnpp par BCSL g;� DL 10 10 10 PSF DRWG VAL160101014 tW ss anted othenLte, top dnrd shall hour properly attached etruetvW sheathing and button d—d p ,es thdt have a property attnGhed Np�d .I p Locutions whom for pe—t toterot ro.troht of web. _ 1 AL'PONF9 hove bracilg hstolted per SCSI at. - R3, 87 B10, as upptkable. Apply plates to each faceVi LL 0 0 0 PSF of truss and pocttkm oe chum aboveoon the Joint D.tolts, udwas notod otherdso. ./ R. to drawing. i6aA-I Far atondnrd plate pocitlans. Atpin., o oW.1— of 1TV BWldirm CoMonent. Group IK. shatk rat be responsBA. for aaryry d I tton I_fT— i-t.�-�P OF TflT, LD, 60 SS 57PSF AN W COMPANY this dra.hg, any failure to buL the trust In con orrmr,ce with ANSI/TPI 1, or for ha=Q, shtpphg, Installatlon t bracing of trusses A sent on ttds d^odng or cover page Uwtitg this drawk,p, kw§=Us a—ptanee of profossiomt ForcrospansbRlttyy safety for the design whom, The suit." and use of tris draft .t� R�i 1t0" ���� UR.FAC.1,25/1.33 1.15 1,15 e It the rosPorWbNty of the 8,40% Bedgner per ANSLnPT L SecH ' � f� °-' 1'11 ,^�„}�t. EaM City, MO Gnus For or. Infornnttan ..a this ,qb's general notes page and these web sited /. ,rft t�i•`�� SPACING 24,0' EaM Cil , M00304s ALPINE, rwe U—It.,:an, TPI..estohstoro, SBCN nrsbc strvara, ICL1 M 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 psf (min), Kzt=1.0. Dr 140 mph wind, 30.00 ft Henn Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0. Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purUns, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable IF cap supports additional loads such as cupola, steeple, chimney or drag strut loads. ism Refer to Enoineer's sealed truss desion drawino for oinnvback and base truss soecificatlons. Detail A 1 Purlin Spacing = 24' o.c, or less 12 Up to 12 4' spacing = O.C. max ,—Top Chord Scab (Typical Each End) Flat top chord purlins required at both ends and at 24' max o.c, spacing in between, Detail B Purlin Spacing > 24' o,c, Piggyback cap truss slant Walled to all top chord purlin bracing with (2) 16d box nails (0.135'x3,5') and secure top chord with 2x4 k3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails <0.128'x3') at 4' o.c, 12 Attach purlin bracing to the flat top chord using a minimum of (2) 16d box nails (0.135'0.5'). Up to 12 ii ii CY Purlin Spacing > 24' o.c, max Full Flat top chord purlins required at op Chord Scab (Typical Each End) Chord Depth both ends, purlin spacing > 24' o,c, Note, If purlins or sheathing are not specified on the flat top of the base truss, purlins must be installed at 24' o.c. max, and use Detail A. WARteili- READ AND FOLLOW ALL NOTES IN TM DRAWM vet ■■D(PORTANT" FtsLUSH THUS D VIW TO ALL CMTRACTM INCLUDI IG THE nuTALLER& 4' Trusses require extrene care In fabricating, handling, shipping, InstatUng and 1—cing. Refer to and follow the latest emtbn of 11 1111, Conponent Safet clnforvhation, by TPI and SBCA) for safety cos ��` g ♦ �V LN� /1- ��� practlprior to perforning these functions. I-T.Uers hall provide tenprary bracing par BCSI. Va... noted oth—l.., top chord hall have properly attached structural sheathing and bottan chord N �_ snail have a property attached Igitl telling. Locations shorn Par per,xinent Lateral restraint of webs. d ��� shall have and rsi Installed per BCSI farad on the J ar 1B10,3et as applicabta. Apply plates to each Face of truss and ppoosition as shorn above plate on the Joint Detaes, untesc noted otherwise. Refer to drorings I60A-Z for standard plate posltbat. Atpine, a division of ITV Buadtnp Conponents Grouupp Inc. shall not be responoble for anyy tlevWtlon from S -0 - -- — AN,FTWCCMPANY thts "drawing, -any Paiture to-buitd-the-truss-in ca, ornanco-with ANSI/TPI-1,-or-for hondtUg,-shlppU,g,_ Ark ©F--. _ lnstoitotion L bracing of trusses, A seal on this drawing or cover page Usting this drawing, 4ccates acceptance of professional e er®4heerY,g responA,Alty sdely for the design shown The sultltA y and use of this ding �J � �' i structure Is the f the B,A De'slgr,er ANSI/iPI 1 Sea& $A Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 03 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.1281x3') at 4' o.c. Attach purlin bracing to the fiat top chord using (2) 16d box nails (0,135'x3.5'). The top chord k3 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'x1,375' nalts. Note, Nailing thru holes of wave plate Is acceptable. it 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.. Trutox plates may be staggered 4' o.c, front to back faces. APA Rated Gusset B'x8'x7/16' (min) APA rated sheathingg ggusts (each face). Attach @ 8' o.c. with (e) 6d cosemmon (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets nay be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF 112, full chord depth scabs (each face). Attach @ 8' o.c. with (6) IOd 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 Ploayback Plate One 28PB wave plggyback plate to each face @ 8' o,c, Attach teeth to piggyback at time of fabrication, Attach to supporting truss with (4) 0,120,x1,375' nails per face per ply. Piggyback plates may be staggered 4' o.c. front to back faces. 13389E y,MO 630d6 Drive or any For pore Information see this Job's genera( notes page and these web sites, 4P Earth City, "O�N� a `6-���` SPACING 24,0a a ALPINE, wwrato,naltw.cami TPB wrmtolhstoro, SBCM xer.cbclndustrv.oroi ICG wwwlccsofa.ora ,- �I �./G�C REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 C L_R_ __R_e i_n'or_c i_n 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 2-2x4M 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6OV T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 010 Center scab on wide face of web, Apply (1) scab to each face of web. Healer Substitution T-Reinforcement Or T-Reinf. L-Rein forcerlent: or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member is a minimum 807 of web member length. T-Reinf, L-Reinf, Scab Reinf orcement: 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. mUMM T S; afro fnLLDv aIM TRACT a THIS HRavINn rrplPOtTANTo itRN THIS lRAVH♦rs L ALL CL WWSTRS TiHIS Dltn TF6E DISTALLERS ���"v�� /i� TC LL PSF REF CLR Subst. Trusses require ..tr..e care to fnbrtntho, hnnmina, shpphg. bn tnwng and bracW Refer to nrd `�� ` J Ar follor the Incest etlttlon of BCSI (Bulldog Conponent Safety lornntbn, by TPI and BCA) for safety Q� :y ��S E,YS TC DL PSF DATE 10/Ol/14 DRWG BRCLBSUB1014 prnctices prkr to perforning these functions. Installers shoes provide tanporory brotlrg Per III. Untesa noted otherrise, top chord sW1 have properly attached structural shoo thng and botton chord I ` \ ` in C DL PSF /r d 11 I I�JJ� shot( h a properly nttnched rigid ce111- La. -thus sharn far pernnnent latent restroht of rebs chNl have Nctlng G+statlad par [ secthns H3, H7 or riot ns applknMa. Appty plates to each Face f truss om position as ah.— above and on tha Joht Batnlls, unless noted otherdse. Refer to drawings 160A-Z for standard plate positlans. �_ C LL PSF :ph-, a mvlsion of ITv Bunding coop, .nts Group Inc. shall not be responsrote for any deviation fr.. _ ITOT. LD. PSF AN fTWCOMPANY �i ahr rtd�ure to bold the truss in canfornance .Ith ANST/TPI 1, or for ho fting, shDphg, .� JET'or 6+�sm(otiw ng of tru..... A Seel on this drarbq or cover pg. HstkV this drn.Fg. IMcates acceptance oP prof .sstorol r respat_.IbNtyy sdelY For the design stem The SWUNIty and use of this dn.hg for nn�ture Is the responsbNty of the b Adhg Designer ANSI/TPI I Sect 'r ,. j Ca 1 F� I(� s, `o' DUR. FAC. _ 133891.akefrant Drive Earn City. MO 63045 per ALPINE,r r..alpheltw.cont TP]awntohstora,B ECN wv.sbc1mdpage ustrv.orm CO "v1cesaFPAn �Sfp4e. 17"�i`le,., raia�� °j �a\ _ SPACING 1 Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces May be increased for or web member. This design is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area,.12' max length of damaged section (U = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face. Minimum side member length(s) = (2XL) + (B) Scab member length (S) must be within the broken panel. Nalt into 2x4 members usng two (2) rows at 4' o.c„ rows staggered. Nail into 2x6 members using three (3) rows at 4' o,c„ rows staggered, Nail using 10d box or gun nails (0.128'x3', min) Into each side member, The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In toads. s L L Typical ~ + o + o + o + o O + 0 + O + O + —1 2' 1— Stagger = Back Face 10d Box (0.128' x 3', min) Nailsi = Front Face 2x4 Member - Double Row Staggere 2x6 Member - Triple Row Staqqerec 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 ❑nly 2x4 18" 975# 1055# 1295# 1415# Web or Chord 2x4 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 4 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 66604 Minimum L Distance B L z4 ,� L L Nail Spacing Detail I o.1� V1.8447 '"'P, L ri ■aVARNINGW BEAD AND FOLLOV ALL NOTES ON THIS DRAVDJCd ` ..DIPORTANTo rURNiSH THIS DRAWING TO ALL CONTIMMRS INMMING THE MSTALLERS. REF MEMBER REPAIR h � [� � y't4 Trusses requYv ■tr w cnre In fabricating, handling, shipping, Instol8ng and brackV. ReFer to:V feller the Wtest edition of BC (B.adng Cnr{to" Safety Information, by TPI and SECA) far safety �� DATE 10/01/14 proctic s prior to performing these functions. Installers slnll provide t.nporary bratlng per BLSL No, Untess noted otherain top chord shall hove property attoch,d structural Shea-- nrrd botto' c,or DRWG REPCHRD1014 shall Mva p operlys aSta[hed rtpltl ceBing. Locations morn for per'onent lateral restraint of Nabs �/ * - L�A hove ',PUmg N tolled per BCSI sections R3, B7 or BID, as opplkabI.. Appty plates to each F.- of truss and postion as shorn above and on the Joint Deto&s, .Mess notedlsr,C ILr_�— for to drnrings 160A-T for standard plots paaltlons. V r _ Alpine,_a dvlslon of TTV BWtdinO Components Grote Inc shall not be responsible for any deviation fro'y� AN ITW OOMPANY- this ermine nny falure the tru o F> Atl tss in-confornance with ANSI/TPI 1, ��Q or -for hnndhgrshiPp4 g• -- hstallatlan L broctng of trusses. A coal on this d^nring or cover page listingthisthis drawing, hdcatws ncaprw of professional enBlneeN+tg responNblllty zotNrn y eha of Sale &ow R �>M�e'ap�eryAN uT�Pi 1 seams?. drnwing A ('�.(1� �`�``n�nn• for nn structure L tits v tewt/}'!�� 1 Earth City, MO ALPINE wwr.nlp1rMt cr omj TPI ors .tpinse this torglu i SBCN rwr.sbcIndeneral notes ustry.orge and i ICON Jeb cc ofaarg /J/JJ/fJ„e ��t%1tttttt SPACING 24.0" MAX S-T-ANDARD—BOTTOM—CHORD—FA 4' 0' GC MAX. LENGTH TO TRIM EXISTING FILLER SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS. LOCATE VERTICALS AT 4'-0' O.C. MAX., OR SEE NEXT OPTION, IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR — 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX, PANEL LENGTH), APPLY REQUIRED BRACING (SEE BELOW), OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (❑R FLAT BOTTOM CHORD SECTIONS OF A TRUSS), xLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O.C. FOR A SINGLE —PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER PER THE LATEST VERSION OF ANSI/TPI, THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB C❑NFIGURATION FOR 24' O.C. MAX. SPAC-ING -AND -10PSF MAX-,—CEIL-ING- LOAD„ WITH THE EXCEPTIDNS I USE THIS DETAIL FOR, ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF 1OPSF CONNECTED TO THE -FALSE FRAME. 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, )ER 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 MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CON➢ITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY 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 LOCATI❑N, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (J❑INT SPLICE), FIELD APPLIED — PLACE FALSE FRAME CHORD IN —PLANE WITH THE TRUSS. — CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REG, — 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 BLC — MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2,5') 2 3' O.C, AT THE FALSE FRAME HEEL JOINT IF DESIRED. — VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), — IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX <0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY). —WARNWRee READ AND fOLLDV ALL NOTES ON 1M DRAVM �.' t. VI r.DOWANTtu FUMSH TM DMWDKG TO ALL CONTPACrORS DN: UM THE VIST&LUM �� ``� �-",,,, REF BC FILLER Trusses require extreme care M fabrl.,%g, handOng, shlpphng, hstalgno and bracing. Refer to and �` \ ���f. `rf�d,�' DATE I0�01�14 folios the latest edMom of eCS[ (Bu4dng Component Safety Tnform 1, y 11 and 11 for safety `� �� _ [� �p pratrue prier to performing these funcl[a Instatlere shxdl provide temporary braW,g per BSL Untess eatee ae o wise, top hard small have properly attached stnetwnl sheativn9 and bantam DRWG REPBCFIL1014 shall have a properly attnc}ud Maid eeAk,,. Local' whom for permanent lateral restraint of rebs small have brnNg Imaion " s per above sections the J or Bet a , untessbno d ofy plates to each face Q of truss and position ni thorn above and an the .befit Detain, uNess rated otherrlc., Yi Refer W drostngs 16OA-Z far standard plate poslthns, Alpine, a dvlslon of ITV 8u&dap lampments Inc shall Trot be responsible far any devbtlon fr CS` A E OF AN RWCOMPANY We drawing any faflure to bdW the truss M confon+ance with ANSLTPI 1, or far handing, shipping, � �. 1-tellation L braWg of trusses. A seat on this dra.Dy or cover Pape ilsWg this drawing, 4ulentes acceptance of prafestona! :9 Opt° l♦��r,� responskdllty salmi for the des,ge, sham Th. s dtabUty aM use of this dro.bg far eery Is tr respatY of the Dullmng Das7prher per ANSI/IPl I Seel E.dh City, MO Odve for more Inform.tbn see thb job's eneral notes R ` Earth City,M063045 ALPOO sesalatnetrcone TPD rr..tolm.t.arae SOCK rrr.sbelnadgi,stmN.oro, ICO e..el cs.feara xyz5t.. iyi��+ SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00. ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30,00 ft dean hgt, located anywhere in roof, wind TC DL=4.2 psf, wind BC DL=6.0 psf, Kzt = 1.00, Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box C0,128'x3,0', min) nails at 8' o,c. plus clusters of four nails where shown In figure below 00. NOTE: #2 is the minimum lumber grade allowed for all species. NOTE; Add 210# uplift (max,) to reported truss uplift for wall connections. X WARNINM— READ AND FOLLOW ALL NOTES ON THIS DRAWING wwppOtTANTa FURNISH THIS DRAWING TD ALL CWTAACTWS INCLUDINGiff IN TSTALLERS. ��-��y � .w�0/A-'�s TOTAL TOP CHORD ;� \ -Y �i„ REF 2X4 SCAB ❑,H. DATE 10/01/14 Trusses regain a treme core bi fabricating, h—dihrg, shipping, InstalUng and brackig� Refer to and f'Atow the tatest edition of SCSI 0diding COnponent Safety Information, by TPI and SOCA> for safety BCSL \ GEiVs LOAD NOT T❑ `�g�" �,� S EXCEED 40 PSF DRWG ❑HSCB2X41014 proctices pr" to performing these functions, Installers shall provide tenpornry brad? per UNess noted othewBq top chord shell have property tWched structural ahea g on bottom chord for laterat ., No CDEAD PLUS LIVE) d n �� IILII—. stall hnve a properly ottached NgW ceAing, Locations shown permanent restraint of webs J or Det as uniessbno Apply proles to each face stall have hrnUng Installed per BCSL sections the of truss and pposttM as shown KSI and on the Joh4 Detals, uNess noted otherwise. 7� Refer to droNngs 160A-2 for standard plate positions. S p1T� �F _ -- AN"RWCOMPANY _Alpine,_a dvLsion of ITW Maing Conponents Gro Inc shall not be responsibie for any deviation from thl drawing, any facture to bWld the truss In can ormnce wNS—i ANSI/TPI-I,—o� fors handUrig,—sNPp�O— —� q- - — �� -- -- -- InstaUntbn L bra. of trusses. A seal on tNs drawhg Or cover page Usttng this drawhp, huDcates acceptance of prafessbral +0 'e y solely or the deign stawn The s,itablty and use of thlrs dra.tng for any stweMrad tlw raagon NitY of the bAcIfto Designer per ANSIgPI 1 See2. - i ® `x �� py� q�.o DUR, FAC, 1A .25 Sf \ 13389 Lak.1—t Drive Earth City.M063U65 For mare Information see this Job's general notes pope and these web sites.N1�, ALPINE, wwwaiWneltw.conl TPI1 ww%tpolst.orgl SECA3 ww.sbclno4,sYy�'gl IM w J-scfe.org (� NA1��\\\\\*\ SPACING 24° f%Hl,......:...at\\\ ___ O12 (2) 16d TOES NAILS 1 VARIES OPTIONAL SCISSORS BOTTOM CORD - (2) 16d TOE NAILS 88-0-0 MAX�SPAN� TYPICAL END JACK (EJ) I, N.T.S. - - EJ wo End Jack EJ M a. e. c ,eiva m ,a, m a CONNECTION DETAIL (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & BOTTOM �m�GJ 2x4 SYP Nailer 16" Long Go8-0" Top & Bottom use 16d lol-c�L Nails 4" O.C. staggered. TYPICAL CORNER SET LAYOUT N.T.S. 12 VARIES 16d NAILS See Connection Detail t2 © VARIES (4) 16d NAILS See Connection Detail i \ OPTIONAL WEB CONFIGURATION =� 3X4 (4) 16d NAILS �11-3�-12MAX. e Connection Detail' 11-3-12 MAX. SPAN I TYPICAL SCISSORS CORNER JACK (CJ) TYPICAL CORNER JACK (CJ) N.T.S. N.T.S. 3 TYPICAL CORNED SET INSTALLATION ®��ra�AsBxaaae, t ARr TYPICAL L ADING (PjgL vel- F G•E•NS�/�/�� TILE: SHINGLE: �i�� TOP LIVE LOAD:! 20 20 rvo m MANUEL MARTINEZ, P.E. TOP DEAD LOAD= 15 7 BOTTOM DEAD LOAD: 10 10 " vo FLORIDA REGISTERED ENGINEER TOTAL: j 45 37 I �j �� ' Li�� LICENSE # PE 47182 WIND DEsrcr Mj4XC 180 MPH PER ASCE 7-10 MAX. 24" O.C. ��' STATE OF . •44/-' • � **WARNING** Read & Fallow all notes on this drawing. ®� �,°• ®',�ts • L R ; �? ee �f�� ' ° ° •L Furnish this drawing to all contractors including the installers. tS�O ���0'0 - �AAAAAA�®