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HomeMy WebLinkAboutTRUSSJ SCANNED 1 ryUBY St. CoB1 y RANEY COMPONENTS aI7ey 19900 Independence Blvd. Groveland, FI 34736 j It1 J011L'l11S, "C one: (352)429-9429 - (352)429-0304 ' Fax: (352)429-7429 Db Information: Address: )mer Name: Creekslde Lot 58 Horton 8704 Cobblestone Dr riplion: City, state, Zip: B 1828-Cali "C" Fort Pierce, FL Cover Sheet Order # JOB # 36CS00058 Printed: Tue, May 29 2018 FOR Name and License Number., Roo Loads: Floor Loads: 7C ve: TC Dead., BC Live: BC Dead: TC Llve: I TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bid Code: Wind Std., Wind Spead: Bldg. Useage: Building Type: Wind Type: FB 2017 RES I ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pag i' or sheets covered by this seal from: I thru 24 Total 24 DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO Al 2 A1A 3 A2 4 A3 A4 6 A5 7 A6 8 A7 ABG 10 B1 11 B2 12 B3 B4 14 B5 15 B6 16 B7 B8 18 D1GE 19 C1GE 20 EJ7 BJ5 22 BJ3 23 BJ1 24 cJ7 re� Digitally signed by Manuel Martinez a n U ^ I DN:resen tive, oTrust ACES Business C Representative, o c=M AND E � ASSOCIATES P.A., cn=Manuel Martinez, - � �n •eye {d`0.9.234219200300.100.1.1=A01098000 •¢- • 60014B9CF8FE960000211F Date 201 0 .2913:16:08-04'00' Ai nee ' Adobe AcrobatDCversion: No 047, 2015.006.30418 " ..... . STATE ar: 40 01 SA38 FF 5B 9180 BB 7F48 00 99 2E85 FB 3Jklsknlaers.'fi;sxs�n elseaaiss€ua:ynd ars3.salad 6y 4Aak1 naartinea, :�E (el, tPc.k3Z:8Y(an tAeu°a3s shCertk a6crsa rrtng s59iArri ' ?'xratrdc #es�o1'zt•,is dacrrsr.,txvm nat taxssHdarsd sknadmdrsaiad x6 afic:ar zaw3hanikalirzsccv�e not be �,#W arkmydwrank ' r=las. Copj Page I of 1 FILE f Job Number: 36CS00058 i Ply: 1 SEQN. 668262 / T10 / COMN 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" City: 11 FROM: AH DRW: Truss Label: Al Wgt: 224.0 Ibs / .. 05/29/2018 1,6"T 654 5 5'5"9" + 5539 6'S14 +1'6"r 64°9 1 1112X4 =4X6 m3X4 sl3XB m3X4 m4X6 M X4 SEAT PLATE REQ. 39'8" F1+ 6'2"13 + 123 +14'D"" - 257'1 + 200 SEAT PLATE REQ. 33'5 3 + 39'63 +1� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def1lCSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.187 O 999 240 B 1664 / 709 / 961 / - / 445 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.479 O 999 180 J 1654 / 709 / 961 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.078 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.140 L - - B Min Big Width Req = 2.0 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 2.0 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.666 Bearings B & J are a rigid surface. g g Load Duration: 125 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.600 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.593 Maximum Top Chord Forces Per Ply, (Ibs) Loc. from endwall: not in 4.50 It FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 111I4 -1906 Lumber B - C 1492 -3056 G - H 1255 -2428 C - D 1227 - 2466 H - 1 1228 - 2467 Top chord 2x4 SP #1 D - E 1254 -2427 I - J 1493 -3057 Bot chord 2x4 SP #1 E-F 1114-1906 J-K 27 0 Webs 2x4SP#3 I Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords T=. Comp. member. Or 1x4 'T" reinforcement. 80% length of web member. Same species & SRB or better, B - R 2673 -1193 O - N 2105 -826 grade attached with 8d Box or Gun (0.113"x2.5",min.)nails ' R - Q 2670 -1193 N - M 2671 -1195 Q - P 2670 -1193 M - L 2671 -1195 @ 6" oc. �eaa N'�rAY� P-O 2104 -801 L-J 2674 -1194 Loadingv Truss passed check for 20 psf additional bottom eT7 82m ' Maximum Web Forces Per Ply (Ibs) chord live load in areas with 42"-hi h x 24"-wide g Webs Tens.Comp. Webs Tens. Comp. clearance. Wo R-C 276 -5 O-G 1494 -777 Wind ' C-P 418 -596 G-N 14.64 -164 Member design based on both MWFRS and C&C. STATE P - E 464 -164 N - 1 418 -597 E O 494 1- L 276 -6 - -776 F O 1385 x - -751 I 3ER 40 015A38 FF 5B 81 BO BB 7F49 00 99 2E 95 FB r1,a item hnba by mme.3 martb=, ';S(FL.IP£.G47£§$!65 L7$L§�9.0 %ikYWikab£Y3 iA'wi;1�35N i : 3L'£iBflt1&74923�1' a. z 1�fQl� ti�N°5abr9�'d3 SIOCG4i.44a5S iia d1iY[Cid' 91�i�'4@i� 4�5@A.'` �LY11 :Q3iIf d mad t1� �A 2 a:Ai�°nC;ta��sbsari° Nnvs€$an wtdW.c^d.�t a€�a°c£mttik' c4VIDS. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '*IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of fo'r to these functions. Installers shall BCSI (Building temporary Componen[ Safety Information, b TPI and'SBCA) safety practices prior performing provide rrr+ey bracing per BCSI.. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ladsrTrusses have installed BCSI B3, B7 810, attach rigid ceiling Locations shown for permanent lateral restraint,of webs shall bracing per sections or ��3n�nr�cz Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to plicable. a'wings160A-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 bracing trusses.A this drawing cover truss in conformance with ANSI PI 1, or for handling shipping, installatidn and of seal on listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. or page_ , The suitability Job N' mber: 36CS00058 Ply: 1 SEQN: 668255 / T13 / COMN 4EBB "C° /DR Horton AEBB 1828-Cali "C" Qty: 1 FROM: AH DRW: I1828-Cali Truss Label: A1A Wgt: 260.4lbs / ... 05/29/2018 6'4"9 T70"� 14'47 19'10" 2T6"4 268° t 31'9"7 _ i 33'3"t7 39'8" J r 6'4"9 +1.6" 65°15 55"9 2'8"4 4''12 5'1"7 1'6' 6'4"9 i F=6X12 G 1112X4 o3ME H 44X4 12 (a) io (a) 113X6 I m 3X6 Q 0 03X4C ta) J 3X4 (a) gH071 T P=-10X10 N (a) N m4X6(A2)B Km4L6(A2) 137 A U T S R Q O M 012X4 =4X6 =U,l 16XB 012X4 102X4 m4X10 SEAT PLATE REQ. SEAT PLATE REQ. 397 - -- -t 6'2"13 5'9"3 2'0"1 59"1 Z 0. 4' 6'S 6'2"13 11 14'0"1 19'10" 22'8" 26'8" 33'1"11 39'8° Loadin Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in for, Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.244 G 999 240 B 1561 1708 1960 1- 1445 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.669 G 999 180 K 1561 1708 / 959 / - / - 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.128 M - - Wind reactions based on MWFRS Des Ld EXP: C HORZ L 0.240 M B Min Br Width Re 1.8 37.00 �) 9 q NCB Mean Height: 15.00 ft 9 Code t Misc Criteria Creep Factor. 2.0 K Min Brg Width Req = 1.8 : 10.00 P Soffit: TCDL: 4.2 psf BldgCode: FBC 2017 RES Max TC CSI: 0.613 Bearings B & K are a rigid surface. 2.00 BCDL: 5.0 Load D psf Bearings B & K require a seat plate. tion: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.599 Spacin 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.980 Maximum Top Chord Forces Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chordss Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1424 -2568 B - C 1489 -2859 H - 1 1743 -3379 Lumbe C - D 1225 -2257 I - J 1722 - 3418 Top cho 2x4 SP #1 D - E 1252 -2218 J - K 1477 -2841 Bot cho Webs 2 2x4 SP #1 $ SP #3 E - F 1509 -2514 K - L 27 0 i F - G 109 -514 Bracing. (a) Con uous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member',IOr 1x4 "T" reinfcrcement. 80% length of Chords Tens.Comp. Chords Tens. Comp. ber. Same species & SRB or better, web me attached grade ith 8d Box or Gun (0.113"x2.5",min.)nails B - U 2497 -119D R - Q 20 -9 @ 6" oc. xfrwk�. U - T 2494 -1190 P - N 2985 -1303 T - S 2494 -1190 O - M 36 -15 Wind + w? S - R 1920 -800 M - K 2477 -1179 MembeAl r esign based on both MWFRS and C&C. V17102 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 11 U-C 276 -5 P-G 195 -122 C - S 416 - 608 P - H 601 -1075 'STATIE OF - S - E 463 -160 H - N 807 - 357 ° E - R 494 -720 N - O 114 -4 F - R 42 - 515 N - M 2557 -1218 1 ¢ R - P 879 -657 M - J 390 - 685 #" P - Q 27 0 SERIAL f 40 015A—M Ff 5B 8180 BB 7F48 00 99 2E 95 FB r4a1r iter:, huai�cia oketsantcgxi�,ncda�xt vrxkd by t,Rasu;ed Martkeu^a. -PE OL. Lk.r471S21 en the dvx, ihawa abave Wei; a 5H4.1 :tedsentkata.. 2saatcd escaFtfs drxux�asataam atot eensadeaad smaz3md zaalad axsd the A.1 assGhentxra5ixsse�Gn�t?��2rif�3 �amydsctrank ctgr&&tns. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! � IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building these Installers Compone Safety Information, by TPI anr7'SBCA) toy safety practices prior to performing functions. shall provide temporary 077� bracing pe BCSL Unless noted oherwise,top chard shall have properly attached structural sheathing and bottom chord shall have a properly ri id Locations for lateral restraint of webs shall have bracing installed BCSI sections 63, B7 or B10, attache ceiling shown permanent per om rVtMM,nr as applira e. Appiy plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to t drawings 1 OA-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 ANSIII PI 1, for handling installation bracing trusses.A this drawing cor{(ormance withor shipping, and of seal on or cover pa e, _ listing thi drawin indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability pawing and use f this for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more info ation see this'ob's general notes pacle and these web sites: ALPINE: www.al ineitw.com; TPI: www.tpinst.org• SBCA: wwwsbcindu .com; ICC: www.1ccsafe.a It Job Number: 36CS00058 Ply: 1 1 SEQN: 668250 / T9 / HIPS 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A2 Wgt: 246.4 Ibs .. / ... 0512912018 �— �UP + 19' 8 f 27'3"9 F 31'10" �33'3" 39'8" 6'4"84'5°14 — 6'7"9 1'8" 01 4'6"7 1'5" fi'4"B n5X8 za5X8 F G i O_ tl� 1112X4 =3X4 m3X6 =3Xfl--3X4 =3X6 =3X4 W2X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 5'00°3 1'59172 21'6° 5'1'1" 06'2"'812 662"1122 121IN" 2 5T34 1� Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 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 "I"' 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. Snow Criteria (Pg,Pf in,PSF) Pg: NA Ct: NA CAT: N1 PE 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)/10(0) Plate Type(s): WAVE DeflICSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.156 P 999 240 VERT(TL): 0.428 P 999 180 HORZ(LL): 0.068 M - - HORZ(TL): 0.126 M - Creep Factor. 2.0 Max TC CSI: 0.444 Max BC CSI: 0.536 Max Web CSI: 0.665 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 No 04718,12 A � e AT 40 01 SA 98 FF 513 8180 88 7F 48 00 99 2E 85 FB r3att Itatsthsxbacn olrcfzpzmad aasr9 aaatad Eft tAaxuzl tAaritncx, ?E %. Lk.11471921 an Oadai¢ shown abam tang a S9b>8 aL"tLiCljCata8�a8 `a. ildntad cvpma tfis doctu wA M not cawkwa9 sY i ad volad m.b ttoS9Ar3 w_4hantka#ia =de rats( Yon asrifkm an wy do frank C=lm ♦Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL IW, I;I B 1561 1710 / 964 1- / 428 K 1561 1710 /964 /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 K Min Brg Width Req = 1.8 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. j Maximum Top Chord Forces Per Ply, (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 G-H 1�`' 9 -1820 B - C 1500 - 2823 H -1 1352 - 2348 C - D 1333 -2384 I - J 1333 -2385 D - E 1351 -2345 J - K 1560 -2823 E-F 1145-1814 K-L i27 0 F-G 1101 -1552 i Maximum Bot Chord Forces Per Ply, (Ibs) Chords Tens.Comp. Chords Teris. Comp. B - T 2458 -1193 P - O 2059 _ - 951 T - S 2456 -1193 O - N 2059 - 951 S - R 2058 - 921 N - M 2455 -1203 R - Q 2058 - 921 M - K 2458 -1203 Q - P 1547 - 603 Maximum Web Forces Per Ply (lbs)I Webs Tens.Comp. Webs Tens. Comp. T-C 216 -6 G-P 537 -311 C - S 309 -440 P - H 1 474 - 697 S - E 426 -151 H - N '427 1308 -153 E - Q 472 - 694 N - J - 438 F-Q 541 -377 J-M I;216 -8 Q - G 317 - 297 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricating handlin sh! ping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building 1► Safety Information, by TPI anr7'SBCA) for satiPety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o1herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly l�id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, le. A..?v plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to a division of I F'1 1, orTor nan acceptance of any structure is fis drawing,any failure to build the on this drawing or cover page ie design shown. The suitability ,I i [7>� jX92lC71r5, LC j l' ' 11 F Nu " ber: 16CS00058 Ply: 1 SEQN--668248/T8/HIPS8 1��28-Cali "C"/DR Horton l4EB8 1828-Cali "C" Qty: 1 FROM:AH DRW: s L bel: A3 Wgt: 238.0 Ibs .. I ... 6'4"9 T10 r9 12'4"8 1T 22'8" 2T38 31'9°7 i 33'3� AS" t 6'4°9 1'6° 4'5"15 + TT8 1 5'8" + 47"8 4'5"15 r 1'6" 6'4"9 ee6X6 r r_ 10ZX4 =3X4 =3X6 =3X8 =3X4 =3X6 =-3X4 12X4 06/29/2018 SEAT PLATE RECL 1' 62"13 5'10°3 6'2°13 12'1" 14' 3112 12� 39'8" 228 258 111 O SEAT PLATE REQ. J 5'10°3 6'2"13 1' 33'5"3 39'8" Loadinc Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt. 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 1712 / 965 / - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.125 M - - R )= B Min Br Width Re 1.8 9 q = NCBCL 10.00 Mean Height: 15.00 ft Code ! Misc Criteria Creep Factor. 2.0 K Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.379 Bearings B & K are a rigid surface. Load Du' lion: 1.25 BCDL: 5.0 sf p MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.453 Bearings B & K require a seat plate. Spacing: 4.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.685 I Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) i Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): 'I Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H B - C 1550 -2830 H -1 1269 -1955 1397 -2334 Lumber C - D 1378 -2373 I - J 1378 -2373 op cho Tot 2x4 SP #1 D - E 1397 -2334 J - K 1550 -2830 chor 2x4 SP #1 E - F 1263 -1946 K - L 27 0 Webs N SP 93 F - G 1203 -1695 Wind 11 Member 6sicin based on both MWFRS and C&C. STATE OF d -— ..x 40 015A 38 FF 55 81 80 08 7F 48 00 99 2E 85 FB V*lton hG bzsarzM ar.;aiad by Mmiml Martinez, PE kR. uc.647122t"6e dne shown abWN sing a SPA-1 mitts ¢nisa5sn zade. r"r"umdcTksafthk dmcr=A= arnt cmwi& and die=imnd s`aiad mH the SSA."3 auYnanticatiee'n sole rnsaat bewAficd mmydatmniz .-4aL Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 2465 -1239 P - O 2043 -1000 T - S 2463 -1239 O - N 2043 -1000 S - R 2043 - 970 N - M 2463 -1267 R - Q 2043 - 970 M - K 2465 -1267 Q - P 1693 - 751 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T - C 230 - 6 G - P 564 - 328 C - S 324 -466 P - H 412 - 580 S - E 383 -160 H - N 382 -161 E - Q 412 - 580 N - J 324 - 466 F - Q 561 - 334 J - M 230 - 8 Q - G 231 -227 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS care in fabricatingQ handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nation, by TPI and'SBCA) foi safety practices prior to performing these functions. Installers shall provide temporary s noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shalt have a propper y ications shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or t310, ites to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to a d4tiision of ITW Building Components Group Inc. shall not be responsible for any deviation from this corl(ormaOf with ANSiTfPI 1, or for handling shippincl, installation and bracing of trusses.A seal or thi "ndrawingg indicates acceptance of professional engineering responsibility solely for the ie r this drawing for any structure is the responsibility of the Building Designer per ANSI/TP info ation see this fob's generatnotes paae and in. web sftes: ALPINE: www.aloineihv.com: TPI: wwwtoirist.om: SBCA: failure to build the g or cover page in. The suitability elleg anr/-nenrs w Job Number: 36CS00058 4EBB 1828-Cali "C"/DR Horton 14EBB 1828-Cali "C" Truss Label: A4 a4X6 3 j Ply: 1 SEQN: 668246 / T7 / HIPS Qty: 1 FROM: AH DRW: Wgt 254.8 Ibs .. / ... 6'4"9 7'10" 12'4"7 15' 19'10" 24'8 27711 31'9"8 33'3'�7 39'8" 6'4"9 1 16°1^ 4'S"14 T 27°9 T 4'10" 2'7"9+ 4'5"15 1'8" 64°9 , m3X4 i-.5X6 6X4 M X4=3X6�-3X4 m3XB m3X4m3X6 a3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" �1'+ 6713 + 5'10"2 i 1'11"1 4'10° 4'10" 1' 5'10'2 6'2"13 1� 6,713 12'0"15 14' 1, 1910 248" 25' "111„ 33'5"3 39'8" h0 Loading Criteria (psQ Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI'Criteria ♦ Maximum Reactions (Ibs) j TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL ! VI B 1561 / 714 / 962 / - / 346 118. TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.158 G 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.434 G 999 180 L 1561 / 714 1962 /- / - J8. BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.067 N - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C FIORZ(TL): 0.125 N - - B Min Brg Width Req = 1.8 ' Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 L Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL:5.0 sf P BldgCode: FBC 2017 RES Max TC CSI: 0.387 Bearings B & L are a rigid surface. Load Duration: 1.25 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 it FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (I Chords Tens.Comp. Chords Ten: GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 i A - B 27 0 G - H 13l3 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. NO '; 10 1r' 40 01 SA38 FF 58 8180 813 7F49 00 99 2E.85 FB T6* hamthn boor MAd waled by wmtl Martina, B - C 1577 -2832 H -1 C-D 1411 -2370 I-J D - E 1430 -2331 J - K E - F 1388 -2093 K - L F - G 1334 -195B L - M Maximum Bat 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 -1958 - 2093 -2331 -2370 -2832 0 -864 -1026 -1026 -1302 -1302 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ V- C 235 - 6 R- H 278 -172 C - U 327 -473 Q - I 1404 - 522 U - E 351 -161 H - Q 546 - 372 E - S 404 - 622 1-0 351 -161 F - S 546 -372 O - K 328 -473 F - R 278 -172 K - N 1,235 -8 G - R 247 - 290 rE (R.. tis.eTrirFs.(on¢Lta1¢ shaven abmea w.sag a sHAro2 �atEinrexa.ase�4r- I , ixtreted capmxa" dtxrxrora zra not=W&ted shad ands bnd sad tha..swA.I antcatimCnde M = t tea vwff.ed.wx Wj aladMnk =ies. "'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, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary rnrey bracing per BCSI. Unless noted otherwise,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 ° f>j rj rlrs itL drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinpp Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Nu ber: 36CS00058 Ply: 1 SEQN: 6682431 T6 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss bel: A5 Wgt: 212.8 Ibs / ... 05/29/2018 6'4"9 13' 19,10" 26'8" 33'3"7 39" " 6'4"9 6'T7 + 6'10" + 6'10" 6'7"7 6'4"9 65X8 =3X4 a5X8 it D E F T 12 T 6 p - o yn o3X4C G 3X4 > 1 =4X6(A A2) B H=4X6(A2) P O N M L K J 1112X4 =3X4=3X6 =-3X8 =3X6=3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39W 1' 6'2"13 6'9"3 1' 5'10" 5'10" 1' 6'9"3 &2"13 1' 6'2"13 13' 14 19'10" 25'8" 26' " 33'5"3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Lldefi L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph PE NA Ce: NA VERT(LL): 0.172 E 999 240 B 1561 1716 / 953 / - / 305 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.471 E 999 180 H 1561 1716 / 953 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 J - - Wind reactions based on MWFRS Des Ld: EXP: C HORZ(TL): 0.128 J - - B Min Big Width Req = 1.8 NCBCL 137.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 1.8 10.00 P Soffit: TCDL: 4.2 psf Bearings B & H are a rigid surface. 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.446 P Load D at!on: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.556 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) Lac. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpl: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F 1502 -2274 B - C 1623 -2836 F - G 1425 -2325 Lumber C - D 1425 -2325 G - H 1623 -2836 Top cho Bot cho d 2x4 SP #1 2x4 SP #1 D - E 1502 -2274 H - I 27 0 Webs 2 4 SP 93 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Member Jesign based on both MWFRS and C&C. B - P 2472 -1319 M - L 2006 -1008 P - O 2469 -1319 L - K 2006 -1008 O - N 2006 - 978 K - J 2469 -1348 �MAO #► N - M 2006 - 978 J - H 2472 -1348 * * Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. No `" 82 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 30 -G-J 244 -6 su-m OF E M 300 381 381 - - 4-0 ****ate t* SERIAL 40 025A38 FF 5B 81 BJ 85 7F 48 GO 99 2E 85 FB halt Itemba 41evtrankaW ned mid 2aalad by l;E.aawct Marttnrx, FF (Ft. Lk.0i15H21 on the daW stmwn abM =Mi; a SNI&3 ilLifEtitk:i'i$aSCb.�a.. tad ccpimofttss dwca^ nd an not ocenider2d 41ad and scaled and Sisceh3<'iuY as,th®ntoumenele nr .t b,a dl=d tatmydoar t is 7 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT_ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses r Compone quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI SBCA) for to these functions. Installers temporary bracing p if an r7 safety practices pnor performing shall provide �rrrey BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a attached propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 81Q onrrrerrts,ur as applica drawings e. Apply plates to each face. of truss and position as shown above and on the Joint- Details, unless noted otherwise. f2efer to 60A-Z for Alpine, a truss standard plate positions. jvision of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the in co listing thi and use formance with ANSI/( PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. , drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability f this giawing for any structure is the responsibility of the Building Designer ANSI/TPI 1 Sec.2. For more inf per '' ation see this ioUs general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBC : wwwsbcindu .com; [CC: wwwlecsafe.ong O Job Number: 36CS00058 Ply: 1 I SEQN: 668240 / T5 / HIPS 4EBB 182E-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A6 Wgt: 212.8 Ibs .. / ... 05/29%2018 II 0 rn 1 m4X6 6'4"9 11' h 16'11"4 21' 22'7" 28'B" 33'3"7 39'8" r 6'4"9 4'7"7 5'11"4 + 4'0"12 1'7"L 6'1" + 4'7"7 + 6'4"9 25X8 1112X4 ®3X6=3X4 =5X8 D E F G H 1112X4 =3X4 =3X6 m3X8 =3X4 =3X6 m3X4 012X4 SEAT PLATE REQ. SEAT PLATEiREQ. 39'8" h1' 6'2"13 4'9"3 3' 211"4 5'11"4 2'9"8 3' 4'9"3 6'213 6'2"13 11' 14' 16'11"4 22'10"8 25'8" 28'8" 33'5"3 398" Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL:5.0'psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL B 1561 1716 / 940 / - / 264 Pf: NA Ce: NA VERT(LL): 0.191 E 999 240 Lu: NA Cs: NA VERT(TL): 0.526 E 999 180 J 1561 1718 / 940 /- / - Snow Duration: NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS HORZ(TL): 0.132 L - - Creep Factor. 2.0 B Min Brg Width Req = 1.8 J Min Brg Width Req = 1.8 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.384 Bearings B & J are a rigid surface. TPI Std: 2014 Max BC CSI: 0.487 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.487 FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per I Plate Type(s): Chords Tens.Comp. Chords VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G B-C 1644-2814 G-H WAVE C - D 1523 -2445 H - I D-E 1684-2611 I-J E-F 1684 -2611 J-K 40 015A38 FF 56 8180 BB 7F4& 00 99 2E B5 FB th'a Itemhmbeen alactirnfxa°?r ncd ass2-c Wby b.Aaaw lMartkM K(a.L&.=ttsxl"be Baasstwiwn'ata irJngsSK4.'l sc,2'riendwx mwd. fthtra ccpaafday docrxr rimo not m5adsaa nedmadacalm ane bo aa<aific{m amydectrank cvsavi. Maximum Bot Chord Forces Per Chords Tens.Comp. Chords B-S 2448 -1332 O-N S-R 2446-1332 N-M R-Q 2134 -1085 M-L Q-P 2134 -1085 L-J P - O 2616 -1373 Maximum Web Forces Per Ply Webs Tens.Comp. Webs S-C 198 -8 G-O C-R 299 -377 O-H D-R 373 -177 H-M D - P 653 - 405 M - 1 P-G 109 -106 I-L E - P 270 - 323 *"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI ancl'SBCA) r satPety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro aefly IVceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, I e. Apply plates to each face of truss and position as shown above and on the Join i Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of ,I NI 1, or for n acceptance any structure lis drawing,any failure to build the on this drawing or cover page ae design shown. The suitability - 2611 -2599 -2445 - 2814 0 -1115 -1115 -1361 -1361 -327 -397 -176 - 377 -10 I nn�su omziz�ngnr�,,iN I t I F4EBButb2 Nber: 36CS00058 Ply: 1 SEQN: 6682291 T4 / HIPS 8-Cali "C" /DR Horton AEBB 1828-Cali "C" Qty: 1 FROM: AHDRW:sbel: A7 Wgt:211.4Ibs / ... 05/2912018 i 7'8"12 9' i 14'311 19' 9' 0" 25'45 30'8" 1'1 "4 39V' C 7'8"12 1'3" � 4'8"5 10° 5'6"5 5'3"11 1'3" 7'812 3X4=3X61112X4 =3X4 =5X6 13=5X6 E F G H I PM 0 P'API10 il) xmi Pr LO in I� 6(A2) 1 =3 C4 =3 (6 =3QX4 =3 CS = X4 =3 C6 =3 C4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' 7'10"6 4'1"8 2'0"3 5'9"13 59"13 2'0"3 4'1"8 7110"S 1' f' 7'10"8 12' 14'0" 19'10" 257 3 27'8" 31'9°8 39'8" Loadin Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL. 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.243 G 999 240 B 1561 / 720 / 921 / - / 223 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.667 G 999 180 K 1561 / 720 / 921 / - ! - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.074 M - - Wind reactions based on MWFRS EXP: C HORZ L 0.139 M B Min Brg Width Re 1.8 Des Ld: 37.00 (T )� q = Mean Height: 15.00 ft K Min Br Width Re 1.8 NCBCL 10.00 Code / Misc Criteria Creep Factor. 2.0 9 q TCDL: 4.2 psf Bearings B & K are a rigid surface. Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.566 BCDL: 5.0 psf Bearings B & K require a seat plate. Load Du ation: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.560 Spacing: kO " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.510 Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 2O29 -3246 Lumber B - C 1644 -2767 H - 1 1873 -2960 r' 2x4 SP #1 C - D 1811 -2719 I - J 1810 -2719 Top cho Tot chor 2x SP #1 D - E 1873 -2960 J - K 1644 - 2767 Webs or E- F 2029 - 3246 K- L 27 0 F - G 2029 - 3246 Wind Member esign based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2395 -1311 P - O 2993 -1625 '+ S - R 2260 -1186 O - N 2260 -1216 R - Q 2260 -1186 N - M 2260 -1216 Q - P 2993 -1614 M - K 2395 -1340 Maximum Web Forces Per Ply (Ibs) At Webs Tens.Comp. Webs Tens. Comp. i C - S 405 - 328 P - H 329 -187 a S - D 489 - 426 H - O 378 - 520 STATE OF D - Q 944 -562 0-1 944 -562 Q - E 378 - 520 1- M 489 -426 �r E-P 329 -187 M-J 404 -328 G-P 228 -303 40 015A38 FF 55 81 BO BB 7F48 00 99 2E 85 FB Titkrduzind by Mag=-taartomr, FE(R. Lk04710::l on the da24.Aauva.Lava Wnj; aSH&I ai^d anccattcr, zz�a. imd cs��zrci'c}ya iitr-csssi�m not cnnsitmad vgnaae snd zealad =A theT:A,7. vLhent€;.a2icesca9en+:.t§m arrl(;c�.=jdcdmw- rz.I— "*WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re pire extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, by TPI anQ'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary nrrey bracing per BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or p10, Components,at as applicab e. AppTy plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a di is!on of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in con brmance with ANSI TI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this rawing indicates acceptance of professrona engineering responsibility solely for the design shown. The suitability and use o, this 9iawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. r Job Number: 36CS00058 Ply: 1 SEQN: 668238 / T12 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: ABG Wgt: 242.2 Ibs / ... 05/29/2018 �91 0" 7' 11'6"4 } 1T 19, i10� 228" 1 28'1"12 N. t 398" 7' 4'6"4 5'5"12 2' 2'10" 5'5"12 4'6"4 7' I in 1Z3 es6X8 1112X4 a5X6a4X6 1112X4 TC3 a6X6 112 C�M6X6 D TC2 E F G H m6X81 J T S I [R-- Q P O N 1tl —%—J M 1114X4 1115X8(R) =8X12 =8X12 =5X6 1114X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. r11'4" 28'4" 1' 6" 6'4"4 4'4" 9" 2 5' 5'8" 5' 2 4'4" 6'4"4 6 i r � 6'10"4 + 11'2"4 +1 17' + 22'8" F 2T8" 8' "12 32'9"12 39'2" �8", fi Loading Criteria (psfl 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/# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.144 1 999 240 B -116 1116 130 ! - ! - 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.399 1 999 180 S 4524 / 2025 /- / - / - 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.022 M - - K 1872 / 860 1- 1- 1- / 8.0 Des Ld: 37.00 EXP: C HORZ(TL): 0.042 M - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.3 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.728 S Min Brg Width Req = 5.3 BCDL: 5.0 psf K Min Brg Width Req = 1.9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.525 Bearings B, S, & K are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: No Max Web CSI: 0.723 0 /10 0 Mfg Specified Camber: Bearings B, S, & K require a seat plate. FT/RT:20 Loc. from endwall: NA () () 9 P 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 To chord 2x4 SP #1 :TC2, TC3 2x6 SP 91: A - B 27 493 G - H 1427 - 3199 P B - C 1022 -493 H - I' 1427 - 3199 Bot chord 2x6 SP #1 C - D 2586 -1160 1- J 1f78 -3751 Webs 2x4 SP 93 :W4 2x4 SP #1: D - E 459 -1040 J - K 1628 -3574 Bracing E - F 459 -1040 K - L 27 -20 (a) Continuous lateral restraint equally spaced on F - G 459 -1040 member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, Maximum Bot Chord Forces Per Ply (Ibs) attached with 8d Box or Gun (0.113"x2.5",min.)nails �,, Chords Tens.Comp. Chords Tens. Comp. @ 6" oc. Il ° B - T 396 - 857 P - O 3773 -1705 Loading +y- �. T - S 403 - 884 O - N 3773 -1705 Aig ° S - R 1031 - 2342 N - M 3112 -1400 #1 hip supports 7-0-0 jacks with no webs. *f. R-Q 1031 -2342 M-K 3139 -1407 Wind Q - P 2229 -1022 Wind loads and reactions based on MWFRS. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. STATE OF0 - 01' T - C 636 -156 G - P 1513 630 C - S 976 -2197 H - P 433 -539 TV '-;*'a ' � S - D 1490 -2832 P - 1 326 - 673 JYALii D - Q 3968 -1748 I - N 337 -291 Q-G 878 -1853 N-J '822 -356 E - Q 395 - 461 J - M 625 -145 40 815A38 FF 5B 81 BO BB 7F48 Oft 99 2E 85 FB Thu item falbcm ciettaeetka. ptnad ar4=iad 6y FAa+ lMarttncz . rE (fL. tu.n4alsz(an Lie fiats sitac��catxix� using a SNTwL as�renrcntt ast:le. �ir�awa �c�lzhes der arm e�tccrmi&arnd Viand s¢a�d and the A,3 aalhentScaSizmxzcxdc mwt ha vwifbtm mTdectmr:6: Cmyint. "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! — IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes TreqGuire extreme care in fabricatingg handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, bV TPI and SBCA) to) safety practices poor to performing these functions. Installers shall provide temporarry� n#�, bracing uer BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a proppefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 61Q ortr xments ticas applicable. Appty plates to each face. o truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 7i drawings 160A-Z for standard plate positions. Alppine, a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the miss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawingg indicates acceptance of pprofessions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is fhe responsibility of the Building Designer per ANSI/TPI 1 Se. o F N�jmher:36CS00058 Ply: 1 SEQN: 668257 / T1 ! COMN B) 828-Cali"C"/DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: ss Isabel: B1 Wgt 240.8 Ibs / ... 05/29/2018 0 64"8 7'10"�9 12'4"9 18'0"1 21'7"15 27'3"7 31'9"7 333."}8. 39'8" _1 +1'6"r 4'6°37"14 + 5'7"8 + 4'6" +1'6"1 6'4°8 �6X6 M➢ M =3X4 m3X6 =3X8 M3M m3X6 m3X4 H&4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8° L1' 6'2'12 5'12"5 1'10"1 4'1"13 3'6"2 4'0"1 1'10"1 5'10"5 6'2"12 1� I� 6'2°12 12'1°1 14' 18'1°13 217°15 25'8" 27'6°1 33'5"4 39'8" Loadin Criteria (psf) Wind Criteria TCLL. 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 "P: C Mean Height: 15.00 ft NCBCL : 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Du ation: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chor 2x4 SP #1 Bot chor 2x4 SP #1 Webs 2x SP #3 Bracing f (a) Conti }lous lateral restraint equally spaced on member. r 1x4 "T" reinforcement. 80% length of web me er. Same species & SRB grade or better, attached ith 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Wind Member 4sign based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defi/CS1 Criteria ♦ Maximum Reactions (Ibs) Fig: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.155 P 999 240 B 1561 / 711 / 965 ! - / 408 / 8.0 Lu: NA Cs: NA VERT(TL): 0.427 P 999 180 K 1561 1711 1965 ! - /- 18.0 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 Beatings 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: 0.565FT/R 20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Plate ' 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 -1 1383 -2340 C - D 1363 -2379 I - J 1364 -2379 D - E 1382 - 2340 J - K 1534 - 2826 E-F 1212 -1877 K-L 27 0 F-G 1159 -1618 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 2462 -1224 P - O 2051 - 986 per irk T-S 2459 -1224 O-N 2051 -986 S - R 2050 - 956 N - M 2459 -1245 ,e+d R - Q 2050 - 956 M - K 2462 -1245 Q-P 1615 -685 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. T - C 222 - 6 G - P -%0 - 327 OF C-S 316 -453 P-H 445 -644 S-E 411 -155 H-N 410 -156 �� �* E - Q 445 -644 N - J 315 -452 � F-Q 558 -357 J-M 223 -8 t Q - G 250 - 243 aERiAL* 40 01 5A 38 FF 58 8180 8B 7F48 00 99 2E 85 FB Thdt ltaw h4sbean mid uotaci by 742eu41 markh4s, 4t.Uc.r47sszlonVie & showrt36"us&ng2SR4.7 a�thertt�a37nwsersia. ? ea",,d cwteraf This dtstaa-at ire not cxxsiiwad Apwimd sealed .6themdeni tb4.e4fae,6mwyAoctrars6. c Plrs.. RNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building 1, b�1YY TPI anr7'SBCA) tot• safety practices prior to performing these functions. Installers shall pprovide temposrY :d olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ns shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 10, 1 each face of truss and position as shown above and on the Join Details, unless noted otherwise. f2efer to plate positions. a dision of ITW BuildinjComp"nents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the con ormance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ this 'awing indicatescceptance of professtonat engineering responsibility solely for the design shown. The suitability ie o this yawing fory s ructure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. fTYTPj>. ���/l/ onr1rnrrzrrts; t,r Job Number: 36CS00058 Ply: 1 SEQN: 668259 / T15 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: B2 Wgt: 254.8 Ibs / ... 05/2912018 r 4"9 '2'4"8 6'0°1 r 319'9'110° + 37 "F° '37 '9"7 'I3''3T7' 38°64"9 11694'6" 37"8 5 3'9"15 78 4116"64"8 `7 m3X4 m5X6 6X4 m3X4 e3X6 m3X4 m3X8 m3X4 m3X6 sa3X4 192X4 SEAT PLATE REQ. 6'2"13 5'10"4 6'2"13 12'1" 39'8" 1'11° 3'9"15 39°15 2'0"1 14' 201-I 19'10" 23'7"151101 1' 6'0"i 2 SEAT PLATE REQ. 5'10"4 62"13 1� 33'5"3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph P% NA Ce: NA VERT(LL): 0.154 G 999 240 B 1561 / 713 / 964 / - / 367 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.424 G 999 180 L 1561 / 713 / 964 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.066 N - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.125 N - - B Min Brg 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 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.383 Bearings B & L are a rigid surface. Load Duration: 1.25 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 it Rep Factors Used: Yes Max Web CSI: 0.566 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 it FT/RT:20(0)11 0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H. 1264 -1827 Lumber B - C 1561 -2830 H -1 1326 -2020 C - D 1395 -2372 I - J 1413 -2333 Top chord 2x4 SP #1 D - E 1413 -2333 J - K 1395 -2372 Bot chord 2x4 SP 91 E - F 1326 -2020 K - L 1562 -28M Webs 2x4 SP #3 F- G 1264 -1827 L- M 27 0 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AP B - V 2466 -1255 R - Q 1755 - 804 Ov +#c SY Ok V-U 2464 -1255 Q-P U - T 2041 - 984 P - O 2041 -1013 2041 -1013 e ���� T - S 2041 - 984 O - N 2464 -1284 x� s NO 047182 S - R 1755 - 776 N - L 2466 -1284 ' Maximum Web Forces Per Ply (Ibs) Alk Webs Tens.Comp. Webs Tens. Comp. � e STATE Of V - C 232 - 6 R - H C- U 325 -469 H- Q 258 -183 546 -351 �ffiv� U - E 373 -161 Q - 1 409 -558 * E-S 409 -558 1-0 F - S 546 -351 O - K 373 -161 326 -469 257 K - N 232 - 8 . 16 -182 G - R 40 01 SA38 FF 50 81,30 BB7F48 00 992E85FB ^& ltemissbeen e{czXr sa gs ad asil=alad by fis�ILUMAc, t'£(FL. tFa. C4T392(cn-thsdaYr sitan�n ab¢era &.1nga5t;A�1 awlii en Lxca tiaBa sa5if a trdCelli=cftUsdmcaa 'tlaenotas SI&Ced24pcim4=1ad aid the sHA= auffic.timtsw calla mwsrtm wAied ms wi—dcctrank C4ias. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! 'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7uire extreme care in fabricatingg handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted dthenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly iid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. AppTy plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of failure to build the g or cover pa e tn. The su' bility rrrrett omp,anents; az I i any Job N ber: 36CS00058 Ply: 1 SEQN: 668262 / T25 / COMN 4EBB28-Cali t "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Trussbel: B3 Wgt: 218A Ibs / ... 05129/2018 6'4"7 7'10 i� 14'0"1 19'10" 25'7"15 31'97 33'3 39'8" { t' 6'4"7 +1'6" 6'1"8 + 5'9"15 + 5'9"15 6'1"8 1'6" 6'4"7 -5X8 1112X4 �_5X8 E F G 12 6 P 3X6 g 3X6 D H v �3X4C 13X4 =4X6(A2) B A J=4X6(A2) K R Q P O N M L 1112X4 =3X6 =3X4 m3X8 =3X4 =3X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. I 39'8" 1 1' 6'2"11 5'9"5 2'0"1 5'9"15 5'9"15 1 59"5 11 1' 6'2"11 12' 14'0" 19'10" 25'7"15 2T8" 33'5"5 39'8" Load!n riteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria ♦ Maximum Reactions (Ibs) TOLL: �IC?0.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.164 F 999 240 B 1561 / 715 1958 / - / 326 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.451 F 999 180 J 1561 / 715 / 958 ! - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS Des EXP: C HORZ L 0.130 L - �) B Min Brg Width Re 1.8 q CLLd: NCBCL 9 10.00 Mean Height: 15.00 ft � 10.00 Code / Misc Criteria Creep Factor: 2.0 J Min B Width Re 1.8 r9 q Soffit: TCDL: 42 psf 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.592 BCDL: 5.0 psf Bearings B & J are a rigid surface. Load Du tion: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.603 Bearings B & J require a seat plate. Spacing: 0. C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.354 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G B - C 1617 -2856 G - H 1404 -2093 1376 -2223 Lumber C - D 1350 - 2262 H - 1 1350 - 2262 Top chor 2x4 SP 91 D - E 1376 -2223 I - J 1616 -2856 Bot chor 2x4 SP #1 E - F 1404 -2093 J - K 27 0 Webs 2x SP #3 Bracing i Maximum Bot Chord Forces Per Ply (Ibs) (a) Conti ous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. web me r 1x4 "T" reinforcement. 80% length of ber. Same species & SRB grade or better, Oro, B - R 2494 -1317 O - N 1937 -952 attached "ith 8d Box or Gun (0.113"x2.5",min.)nails df R - Q 2491 -1317 N - M Q P 2491 -1317 M-L 2491 -1346 2491 -1346 @ #e"oc. raw e P - O 1937 - 922 L - J 2494 -1346 Wind ; Member sign based on both MWFRS and C&C. m No 1,82 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. wr _ R - C 273 - 5 O - G 286 -177 a " C- P 427 -6W G- N 464 -172 . STATE OF i E - P 464 -172 N - 1 E - O 286 -177 I - L 427 - 600 273 4 F - O 221 - 283 4 SERIAL* 40 01 5A 38FF5881BO8B7F4800992E95FB 0,141tom h n 8v� clads ,&yitned:ass3+.ealad by t<?zwa ,1 mirtwm E*L. Lk_"71Uj M die sftawmatx- using a S A2 "CAtkaa"wda. ?rbtnd 4=hn ofthas dw t w. mt cmmu&md opsm md=1m d amd tha.SsAa "thentkation cede rauu ba aadit:d M aw{rdectmr'k cmeims. *"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re Componen ire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of Safety Information, BCSI (Building bracing per,$CSL by TPI and SBCA) for safety practices pnor to performing these functions. Installers shall provide Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall temporary [rtrey have a attachetl ri id ceiling.Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections properly 63, B7 or 610, onr rrnents to as applicab e. Applplates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. 12efer to drawings 1 OA-Z for standard plate positions. Alpine, a truss in di slon of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANSI�fPI 1, for handling installation bracing this drawing conrmance listing this with or shipping, and of trusses.A seal on or rawing indicates acceptance of professional engineering responsibility solely for the design shown. cover page_ , The suitability and use o this thawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineltw.com: TPI: www. into ; SBCA www.sbdndu .com; IM www.iccsafe.orq Job Number: 36CS00058 Ply: 1 SEQN: 668264 / T23 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: B4 Wgt: 207.2 Ibs .. / ... 05/2912018 6'4"9 12'0"1 19'10" 27'7"15 33'3"7 39'8" 6'4"9 57"B 7'9"15 7'9"15 5'7"8 64"9 o5X8 1112X4 --5X8 D E F 16X4 =3X4 =3X6 =3X8 =3X6 =3X4 060 SEAT PLATE REQ. SEAT PLATEREQ. 39W �1+ 6'2"13 + 5'9"4 +1'11"15 5'10" + 5'10" F1'11"1 5'9"4 6'213 +1' 6'2"13 12'0"1 14' 19'10" 25'8" 27'7"1 33'5"3 39'B" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: N/ TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: C Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Loc. from endwali: not in 9.00 It FT/RT:20(0)/l0(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord. 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C Defl1CSi Criteria PP Deflection in loc Udefl U# VERT(LL): 0.183 E 999 240 VERT(TL): 0.502 E 999 180 HORZ(LL): 0.068 J - - HORZ(TL): 0.128 J - Creep Factor. 2.0 Max TC CSI: 0.618 Max BC CSI: 0.624 Max Web CSI: 0.580 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL B 1561 /717 /947 /- /285 /8.0 H 1561 / 717 1947 / - /- / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 H Min Brg Width Req = 1.8 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 E-F 1616 -2483 B - C 1631 -2819 F - G 1476 -2392 C - D 1476 -2392 G - H 1631 -2819 D-E 1616-2483 H-1 , 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp B - P 2454 -1322 M - L 2080 -1066 P - O 2452 -1323 L - K 2080 -1066 O - N 2080 -1036 K - J 2452 -1352 N - M 2080 -1036 J - H 2454 -1352 6 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 00 P-C 210 -6 M-F 508 -321 C - O 328 -426 F - K 433 -168 D - O 433 -168 K - G 328 -425 D-M 508 -321 G-J 210 -8 a _ E - M 364 -462 40 01 SA38 FF 50 8180 BB 7f 48 00 99 ZE 85 FB VAJ =&=almdtry Wrsel Markbw, € E (FL. Lk.04noj on tfia date shcw�rabsr�m sr.��g a sx�3 ai=dsmntlrnstc��^tc. id,Cd cq�iaxmit}�:s �aer.�at rm na5tccaairxnrd s� ansl �aln�9 �i the SRa;.: wulha.UmdCre ct den-t bvlalfsd M a dCctrank C=!ct>. —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly aaid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, le. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of 'UPI 1; ortorn acceptance any structure lis drawin any failure to build the on this drawing or cover page te design shown. The suitability Job Nu ber: 36CS00058 Ply: 1 SEQN: 668296 / T24 / HIPS 4EBB 28-Cali "C" ]DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss bel: B5 Wgt:203.0lbs / ... 05/29/2018 5'3"4 10'0"1 16'9° 23'0"12 , ,. 29'7"15 34'4"12 39'8" + + + { { { 5'34 4'8"12 6'8"15 6'3"11 6'7"3 4'8"12 5'3"4 r5X8 =3X4 =5X6 Za5X8 D E F G ,2 � T 6 T M �ZX4C H 82Xrb v 1 �4X6(A2) 6b B �4X6(A2) A J 32 1 P O N M L K 3X4 =3X6 =3X4 =3X8 =3X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 10'0"1 4'5"8 + 6'73 4'7°4 1'11"1r5 1010"1 _�_1. lbriteria +1'l1"15 �1+ 10'01 12' 16'5"8 23'0"12 27'8" 297"1 39'8" Loading (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def1/CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc. L1defi L/# Loa R / U / Rw I Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.211 F 999 240 B 1561 1719 1931 / - / 244 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.579 F 999 180 1 1561 1719 1931 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.072 K - - Wind reactions based on MWFRS Des Ld: ' EXP: C HORZ L 0.135 K B Min Br Width Re 1-8 37.00 (T )� 9 q NCBCLL' Mean Height: 15.00 ft 1 Min Br Width Re 1.8 10.00 Code / Misc Criteria Creep Factor. 2.0 9 q Soffit: TCDL: 4.2 psf Bearings B & I are a rigid surface. 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.460 9 9 p Load Du tion: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.736 Bearings B & I require a seat plate. Spacing: 4.0 " 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): Wind Duration: 1.60 WAVE IVIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1821 -2860 B - C 1692 -2808 G - H 1555 -2540 Lumber� berr C - D 1556 -2540 H - 1 1692 -2809 Top Ix4 SP #1 D - E 1812 - 2845 I - J 27 0 Bot chord' Webs 2x 4 SP #1 SP #3 E - F 1820 -2860 Wind Maximum Bot Chord Forces Per Ply (Ibs) Member sign based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. !( B - P 2456 -1386 M - L 2223 -1174 P - O 2224 -1145 L - K 2223 -1174 84 *4 O - N 2224 -1145 K -1 2457 -1416 a v xv N - M 2866 -1530 v yr 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 *Z D - N 789 -490 G - K 402 -129 $A : + N E 300 K H 276 - -365 - -266 + E-M 100 -96 v. *�wr VOW ERAS. 40 015Aa FF 55 81 H0 BB 7F+8 00 99 2E85'FB M item 9m been ckamakoes mad.Md lwtnd tq Maam MO aln", E YL. !&. WV121 M the date Shawn at&= u^ing a VA 4 aa-dseatraticas uw.tx.. r-mud cepiasnitids domr-e t am notcael&zed sfdnmd grid=lad awdtc.Ts.Ri;a:AentkaUmeademwtbevetifledena ,rdmtmri* ccyies. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses refire Componen[ extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI SBCA) to these bracing per and r safety practices prior performing functions. Installers shall provide temporarryv �rrrey CSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a attacherigq properly d ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, �nr x�nerrts as applicabl Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. (2efer to t ur drawings 16 A-Z for standard plate positions. Alpine, a div sion of ITW Buildin�!L�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conf listing this rmance with ANSIrfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . C(rawin indicates acceptance of professional engineering responsibility solely for the design shown. The suitbility ��awing and use oS; this for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more info lion see this'ovs general rotes page and these web sites: ALPINE: www.al ineltw.com; TPI: www.tpinst.orgSBCA: www.sbandu .coin' ICC: www.iocsafe.orq Job Number: 36CS00058 Ply: 1 SEQN: 668301 / T14 / SPEC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: RS DRW: Truss Label: B6 Wgt: 212.8 Ibs .. / ... 05/29/2018 TT 81911 13'S"12 19' 28'4"1 29' 33'38 398" 8'0"1 5'5"11 5'8"4 7'4"1 2'7"15 4'3"8 6'4"8 G —3X61 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 134" 5.8" 20'8" 88'11"I 5307 } 2 r 782"5 1 4} 29"'812 19 22513 -2"4 9 291354 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def1/CSl Criteria ♦ Maximum Reactions (Ibs), or "=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.032 L 999 240 B 559 / 260 1385 /- / 257 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.095 L 999 180 O' 325 / 147 / 161 / 0 / - 168.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.014 K - - 1 752 / 342 / 531 /- /- / 8.0 Des LdEXP: C: 37.00 HORZ(TL): 0.026 K - - 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 TCDL: 4.2 psf O Min B Width Re - Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.501 q = P I Min Brg Width Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.424 Bearings B, O, & I are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.663 Bearings B, O, & I require a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (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 549 - 672 Top chord 2x4 SP #1 B - C 356 -5W ' G - H 520 -686 Bot chord 2x4 SP 91 Webs 2x4 SP #3 C - D 163 -14 H - I 659 -1095 D-E 435 -187 1-J 27 0 Bracing E - F 435 -187 (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of Maximum Bot Chord Forces Per PIyi(lbs) web member. Same species & SRB grade or better, Chords Tens.Comp. Chords Tegs. Comp. attached with 8d Box or Gun (0.113"x2.5",min.)nails • A @ 6" oc. B - P 449 -232 M - L 631 -280 .v P - O 456 -232 L - K 916 -485 Plating Notes `e O - N 298 -359 K - I 919 485 All plates are 5X6 except as noted. g N - M 635 -280 No 04.7 Wind I Maximum Web Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. 4Webs Tens.Comp. Webs Tens. Comp. Wo C - P 312 -44 M - F 225 -2 STATEC-O 418 -646 F-L 191 -141 0-0 178 - 97 G - L 432 - 339 �D - N 319 -410 L - H 336 -449 0. E - N 321 - 398 H - K ' 235 -15 N - F 783 -1202 hfydt14,44 SERIAL 40 015A38 Ff 5B 8180 6B 71F 48 00 99 2E 85 FB ThU lgefi ZrA saaladb! AAMMMAIWn , ^r£(€t. t%, ra 221 on the date Shown abases irmi; a sRx-1 suds eritita.3k:i9 &tr9a s,inked aVkxafdil de�s;s Ar apt tcsau oed 0}ster9.=4scainv oast the:1aA ZasAhentica#wscnEa nsxsE ba rV bit Man*pe3c iwr?e I csalaru= "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, b TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary �rtiey bracing per BCSL Unless noted oitherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheri rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, adr ronerrts �u as applicable. Apply plates to each face. of truss and position as shown above and on the Joint' Details, unless noted otherwise. {2efer to I drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI �i PI 1, or for handlinW shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing, indicates acceptance of pro esslona 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. . _G''.... Job Nu[828-' be: 36CS00058 Ply: 1 SEQN: 668303 / T11 ! SPEC 4EBBCali "C"/DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Trussbel: B7 Wgt: 208.6 Ibs .. / ... 05/29/201 B T 13'9"12 1T11"15 18' " 24'4'1 29' 33'3'9 1 }711"15 T "1145 5'9"13 + 4'2"3 8 58"1 + 4'T'15 1 4'3"9 ,4"7 l 0 5X6 T 12 X5�10(SRS) =5X6 m3X4 =3X6 60 6 p D E F G —5X12H Jr3X4 =3X6(A1)13 K=3X6(A1) L —IQ 1 U T P O S R� =4X10 I N M =3X4 012X4 =3X4 H12X4=3X6 m3X8 012X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 1 T8" A i L 5' 21' 7'1"12 11" 5 5'4"9 " 2 4'8" 56"5 1'5"11 4-5"5 6'2"11 1� 7'1"12 '1" 1 13'6"4 18'8" 24'2"5 25'8 34 33'5"5 39'8" r 29' Loadini 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# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.039 N 999 240 B 529 1241 1354 / - / 277 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.101 N 999 180 S 687 1237 / 346 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.014 M - - Q 1302 / 601 / 633 / - / - / 8.0 Des Ld: 37.00 EXP: C HORZ(TL): 0.027 M - - K 770 ! 350 1528 / - / - / 8.0 NCBCLL Mean Height: 15.00 ft 10.00 Code / Misc Criteria � Creep Factor. 2.0 Wind reactions based on MWFRS Soffit: TCDL: 4.2 psf 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.569 B Min Br Width Re 1.5 g q = Load Du BCDL: 5.0 sf P ation: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.357 S Min Brg Width Req = 1.5 Q Min Brg Width Req = 1. Spacing: � 4.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.564 K Min Brg Width Req = 1.56 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings B, S, Q, & K are a rigid surface. GCpi: 0.18 Plate Types): Bearings B, S, Q, & K require a seat plate. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Maximum Top Chord Forces Per Ply (Ibs) Lumber Top chor 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp_ Bot chor 2x4 SP #1 A - B 27 0 G - H 584 -525 Webs 2x SP 93 B - C 588 -579 H -1 934 -734 Bracing , C - D 626 -488 I - J 935 -734 D - E 272 -106 J - K 1161 -1131 (a) Conti ous lateral restraint equally spaced on E - F 584 -525 K - L 27 0 member. web merier. r 1x4 "T" reinforcement- 80% length of Same species & SRB grade or better, 0 F - G 584 -525 attached dh Bd Box or Gun (0.113"x2.5",min.)nails �a 6" oc. vsta aef Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Member esign based on both MWFRS and C&C.No 047102 B - U 451 - 388 Q - P P-O 657 652 - 571 U -T 445 -329 -571 T - S 444 - 325 O - N 652 - 571 S - R 340 -262 N - M 947 -886 ` R - Q 340 - 262 M - K 950 - 887 40015A38FF508180SB7F4800992E,85FS at Itenc 33dz .ems c4etaxv ca;ys3gnad and=ledby Ma0ml wrtLnax, ?�fi•i., t%:.Ci5tt121 cnlieCaR¢ Shawn a4ata 9f.g a 53i&+E �drernticatesstm Fv�a trd ca, imdtf�% do s a%^"emt we not a4w °aged s€owd asad realcd and the. SKA:I=fficAtoltoomdemss,t iA rl'.rifsd eataa rdwroak txrlm 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! ANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS me care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building 'orrnation, by TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary less noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, places to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to tandard plate positions. a division of ITW Buildinpp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of VUSSeS.A seal on this drawing or cover pa e. this rawing indicates acceptance of professrona7 engineering responsibility solely for the design shown. The suitability se o this thawing for any structure is the responsibility of the Building Designer per ANSIlTP11 Sec.2. A.alrey, om7rvnents ur Job Number: 36CS00058 Ply: 1 SEQN: 668310 / T20 / SPEC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: RS DRW: Truss Label: B8 Wgt: 203.0 Ibs / ... 05/29/2018 T 9'11"15 13'9"12 18'8" 22'4"1 29' 33'3"8 39'8" r T 2'11"15f 3'9"13 4'10"4 1 38"1 + 6'i15 4'3"8 8 { Hm5X6 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 13'8" 5' 1 21' 1' T1"12 2'11"15 3'4"9 5'1"12 3'8"5 6'9"11 4'S"4 8'2"12 1' r T112 10'1"11 13'6"4 18'8" 22'25 29' 33'5"4 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.037 M 999 240 B 527 / 239 / 338 / - 1317 / 8.0 Lu: NA Cs: NA VERT(TL): 0.097 M 999 180 P 730 1273 1339 / - / - / 8.0 Snow Duration: NA HORZ(LL): 0.013 L - - O 1229 1557 1597 1- / - / 8.0 HORZ(TL): 0.025 L - - J 787 / 358 1529 /- / - 18.0 Code / Misc Criteria Creep Factor. 2.0 Wind reactions based on MWFRS Bldg Code: FBC 2017 RES Max TC CSI: 0.691 B Min Brg Width Req = 1.5 TPI Sid: 2014 Max BC CSI: 0.329 P Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.513 O Min Brg Width Req = 1.5 J Min Brg Width Req = 1.5 FT/RT.20(0)/10(0) Mfg Specified Camber: Bearings B, P, O, & J are a rigid surface. Plate Type(s): Bearings B, P, O, & J require a seat plate. WAVE VIEW Ver: 17.02.02.1208.15 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ A- B 27 0 F- G 725 - 746 B - C 644 - 570 G - H 929 - 813 C - D 696 - 515 H - 1 935 - 783 D-E 405 -316 I-J 1146 -1160 E- F 724 - 746 J- K 27 0 1, Imi Maximum Bot Chord Forces Per Ply (Ibs) x� e0 Chords Tens.Comp. Chords Tens. Comp. a'� °. B - R 442 - 392 O - N 623 - 570 No R - Q 382 - 307 P 382 N - M M L 616 - 571 . Q - -304 - .972 -870 P - O 473 - 386 L - J 975 - 871 13 40 015A,38 FF 5B 81 BO BB 7F48 00 99 2E 95 FB Mu Itemtmbemt elearon£caf14ped atdscaled by ua�lManteze M(fL,Lk. 4'47M21 an the dale shawa abtce traag a 5"" 2 aexYicnitca#e�arada r' tedcap afthmdammma rmA&tc idcrsd!jpad=ds lad a tthes*'iW1_1hQntkatFnnude nuat:be wrffbd M=V dedfank C=Iat. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - R 192 - 74 O - G 1701 -1524 R-D 236 -105 N-G 216 -4 D-Q 79 -7 G-M 137 -36 D - P 916 - 804 H - M 388 - 321 P-E 170 -241 M-1 487 -394 E - O 480 - 437 I - L 204 - 33 F - O 167 -237 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatingg handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, byy TPI anc7'SBCA) r safety practices prior to performing these functions. Installers shall provide temposrY BCSI. Unless noted a herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly Kid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 10, . AvDiv plates to each face attrussand position as shown above and on the Join Details, unless noted otherwise. (2efer to a division of 1 vi 1, or Tor n acceptance any structure its drawin any failure to build the on this drawing or cover pa e ye design shown. The suitability 11L.Lmev (?l1r j7JttCINS, ut tom: i ;f-'''•°��-'e' .. -. _. .'. ,. Job Number: 36CS00058 Ply: 1 SEQN: 6682311 T21 GABL 4E66 kB-Cali "C" /DR Horton AEBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss lbel: D1GE Wgt: 134.4 Ibs .. / ... 05/29/2018 TCLL: TCDL: BOLL: BCDL: Des Ld: Soffit: Load Dui Spacing: Lumber Top chon Bot chore Webs 2x, Plating h All plates Wind Member i See E gable 10'8" 2'8' --— T4" -{ (TYP) ! a4X4 :riteria (psf) Wind Criteria 20.00 Wind Std: ASCE 7-10 7.00 Speed: 160 mph 0.00 Enclosure: Closed 10.00 Risk Category: II EXP: C 37.00 Mean Height: 15.00 ft 10.00 TCDL: 4.2 psf 2.00 BCDL: 5.0 psf pion: 1.25 MWFRS Parallel Dist: 0 to h/2 t4.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 2x4 SP #1 x4 SP #1 SP #3 ites ire 2X4 except as noted. :sign based on both MWFRS and C&C. Notes > A16015ENC101014 & GBLLETIN1014 for bracing and other requirements. 21'4" 10'8" i 1 21'4" i 21'4" , 21W 1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): -0.001 H 999 240 p. 81 137 139 /- Ill /255 Lu: NA Cs: NA VERT(TL): 0.002 AE 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): 0.002 J - - P Min Brg Width Req = - HORZ(TL): 0.003 J - - Bearing B is a rigid surface. Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2014 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. Rep Factors Used: Yes Max Web CSI: 0.088 A - B 27 0 1-1 304 -24 FT/RT:20(0)110(0) Mfg Specified Camber: B - C 87 -120 J - K 253 -21 Plate Type(s): C - D 80 -90 K - L 202 -23 WAVE VIEW Ver: 17.02.02.1208.15 D - E 105 -71 L- M 154 -43 E-F 153 -50 M-N 105 -64 F - G 202 -29 N - O 74 - 84 G-H 253 -21 O-P 81 -113 H-1 303 -24 P-Q 27 0 � v a 10"t STATE Of 13 SERIAL * 40 015A38 FF 58 81 B0 83 7F48 00.99 2E &5 FB V&Itainbun ba¢a alzaron 'gs4nad=d u«alad by v.EasaA blarttncG ?S.S,FL. u,047102f an the dat 1hbWa UbG m whno a STwl a�tantuatl¢sa ¢ard a. Piaatmd captasiftx t1ffLx�a:f rrm matcrami$wad sf�nass mnd �¢alad and the S"A3 enssst be vedfz�dm a&ydaarmvk —plas. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B -AE 175 -108 X - W 192 -107 AE-AD 183 -110 W - V 191 -107 AD -AC 185 -110 V - U 189 -106 AC -AB 188 -111 U - T 187 -106 AB -AA 190 -112 T - S 185 -105 AA-Z 191 -112 S-R 183 -104 Z-Y 192 -113 R-P 176 -103 Y-X 192 -107 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C -AE 174 -103 W - J 187 - 83 D -AD 88 - 65 V - K 153 -73 E-AC 101 -74 U-L 100 -73 F-AB 100 -73 T-M 101 -74 G -AA 153 -73 S - N 88 -65 H-Z 187 -83 R-O 174 -103 X-1 0 -162 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! Id MPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trussesreire extreme care infabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenafety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary arrey bracing perCSI. Unless noted dthenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached riceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,ty7ttttrs,as applicab. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to Idrawings1A-Z for standard plate positions. Alpine, a diion of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conimance with ANSITfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_.listing thisrawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use ofI this drawing for any structure is the responsibility of the Building Designer per ANSIfrPI 1 Sec.2. For more info Lion see this iob's general notes oaae and these web sftes: ALPINE, w alni—tw mm- TPr w tnlnst nm- RacA- w _chrindu tm n,m- ire- w irr_sar> nrn ITruss 1828-LabelCC1GE DR Horton 14EBB 1828-Cali "C" I Wgt 178.41bs I FROM: AH 232 ! T3 ! GABL I DRW i 05/29/2016 I 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 7' + 14' r 7' T 18" —+-(TYPI G=4X4 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements_ Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 14' 14' 14' DeflICS1 Criteria PP Deflection in loc Udefi U# VERT(LL): -0.001 F 999 240 VERT(TL): -0.001 F 999 180 HORZ(LL): -0.002 E - - HORZ(TL): 0.002 E Creep Factor. 2.0 Max TC CSI: 0.118 Max BC CSI: 0.026 Max Web CSI: 0.061 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 ♦ Maximum Reactions (Ibs), or *=PLF LOG R /U /Rw /Rh /RL /W L* 84 / 39 / 40 / - / 12 1168 Wind reactions based on MWFRS L Min Brij 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 G-H 213 -26 B-C 14 -66 H-I 157 -48 C-D 61 -28 I-J 105 -69 D-E 113 -17 J-K 87 -89 E-F 165 -14 K-L 84 -106 F-G 221 -17 L-M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B-V 145 -46 R-Q 164 -49 V - U 153 -47 Q - P 159 -50 U-T 158 -48 P-O 155 -51 T-S 161 -49 O-N 150 -53 S - R 164 -49 N - L 144 -55 � a -"k% "� IttaW_ Maximum Gable Forces Per Ply (Ibs) * Gables Tens.Comp. Gables Tens. Comp. C - V 122 - 56 Q - H 205 - 83 D - U 115 -76 P -1 159 -72 ` E-T 159 -72 O-J 115 -75 F - S 205 - 83 N - K 122 - 56 ?�,e G-R 13 -89 40015A38FF5BBIBOBB7F4SOO992Et#5 FB Yb&Item hmbe eta s lad am9 aaaiadby mmzw�rf martbc. n(Ft..M.WlszlaethedviaShown n1tomtrtnga594,L aaai4s etstltatta�a ezrJn., i tcdxt ivasc9ihts dcrsr+.cr.A= not cw%nsdescd azimnd =alad and tiara.thara. iia--thanttatimcode minds ae&Wcn=ydectrnnk capIaL **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Ire Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly �id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. Appty plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to 60A-Z for standard plate positions. a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handlia shippinfl, installation and bracing of trusses.A seal on this drawing or cover page_ this drawing indicates acceptance of pro essiona7l engineering responsibility solely for the design shown. The suitability ie of this drawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2. tr;iey otnf3#itzntS, tit l Job N mber: 36CS00058 I Ply: 1 I SEQN: 6682331 T19 / EJAC ' I 4EBB 828-Cali "C" /DR Horton MEBB 1828-Cali "C" Qty: 14 FROM: AH DRW: Truss Nebel: EJ7 Wgt 23.8 Ibs / .. 05/29/2018 TCLL: TCDL: BCLL: BCDL: Des Lc Soffit: Load Du Spacing: Lumber Top Choi Bot chor Wind Member T SEAT PLATE REQ. C � 7' 7- :riteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) 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 336 1117 / 259 / - / 173 18.0 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 120 / 101 / - ! - 11.5 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.014 D - - C 171 / 133 191 / - /- 11.5 37.00 EXP: C HORZ(TL): 0.025 D - - Wind reactions based on MWFRS Code / Misc Criteria 10.00 Mean Height: 15.00 It Creep Factor. 2.0 B Min Brg Width Req = 1.5 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 = - = ition: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.368 C Min Brg Width Req - Bearing B a rigidseatsurface. '4.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. r Loc. from endwall: not in 4.50 ft FT/RT:20 0110 0 () () Mfg Specified Camber: 9 P 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. A-B 27 0 B-C 77 -151 2x4 SP #1 2x4 SP #1 based on both MWFRS and C&C. +40 01 SA38 FF 56 51 SO 8137F 48 00 99 2E 85 FB Thu ItaDs&aab¢en,¢kcts tca +`s a¢d 3rAwaidd by mam0muthwz Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 Pe(fi..lk-.C4ZFa21onthsdate¢hcVlaAbat tr;fls S?id 3 aaxteD�ca.4ia�szmd¢.. *. sisetmd etrplras�ait� dsxcr.tara mntc�ns3sd sr�maai �il :salad and tine SRA.Y be vM*ad to wfdca mnk razslos.. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! 'IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabdeatingg handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety. Information, by TPI an r7 SBCA) r safety practices prior to performing these functions. Installers shall provide temporary trney bracing per CSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rig tl ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 63, B7 or 610, onr rt�nertts ur 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 1 drawings 16gA-Z for standard plate positions. Alpine, a d 1 islon of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conf rmance with ANSI�PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page, listing this�rawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use o I this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more info ation see this iob's general notes Daae and these web sites: ALPINE: www.a[Dineitw.com, TPI: www.toinst.ara: SBCA: www.sbcindustrv.com: [CC: www.iccsafe.om Job Number: 36CS00058 Ply: 1 SEQN: 668234 / T16 / JACK 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 4 FROM: AH DRW. Truss Label: BJ5 I Wgt: 16.8 Ibs .. / ... 05/29/2018 _L SEAT PLATE REQ. 5' 5' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L/# Pf, NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.007 D - - HORZ(TL): 0.008 D - - Code / Misc Criteria Creep Factor. 2.0 . Bldg Code: FBC 2017 RES Max TC CSI: 0.309 TPI Sid: 2014 Max BC CSI: 0.182 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 40 01 SA38 FF 58 81BO 813 7F 48 00 99 2E &5 FB Td<stt 1lamiras ays clattzrsdca qs nod zAsaaladby Maaazx7 Aram=, PEM, Lkc.P liu'.}em f2icdada ahavr�a aE.sa-�s offing as3sAa acent�cays�aaa. atad cs�r�tf� daraxrrstzrs nrracsa�ideaad sc�aas'.s3.-"d saalad YG[{"Gt +$,�b4i1en2�i5dLWS[G*.'�C R9f:5tt2£VL'f8f�.t` 0c i5'��N.Ire13iL La�itl}.. 10 i O O r, CV 1 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 263 / 96 1208 / - / 129 / 8.0 D 90 /13 /70 !- /- /1.5 C 119 193 162 / - / - / 1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 53 -120 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin 'shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI ana'SBCA) toy 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 810, ntti wnznts nr 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 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 thawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. j a A I F N I' ber: 36CS00058 3 j(828-Cali"C"/DR Horton /4E68 1828-Cali"C" ss bel: BJ3 T SEAT PLATE REQ. Ply: 1 SEQN: 668235 / T17 / JACK Qty: 4 FROM: AH DRW: Wgt: 12.6 ibs .. / ... A 11 LO M N 05/29/2018 II31 Loadin 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 lac Udefl L!# Loc R / U / Rw / Rh / RL / W B 193 / 76 / 162 ! - / 86 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 16 141 / - ! - / 1.5 BCDL 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - C 64 / 51 130 ! - / - / 1.5 Des Ld: 37.00 EXP: C Mean Height: 15.00 ft HORZ(TL): 0.003 D - - Wind reactions based on MWFRS B Min Br Width Re = 1 5 NCBCL 10.00 TCDL: 4.2 psf Code ! Misc Criteria Creep Factor. 2.0 9 q D Min Brg Width Req = - Soffit: 2.00 BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.174 C Min Brg Width Req = Load Du ation: 1.25 '�4.0 " MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Rep Factors Used: Yes Max BC CSI: 0:072 Max Web CSI: 0.000 Bearing B r a rigidseatsurface. Spa cin g C&C Dist a: 3.00 ft Bearing B requires a seat plate. Lac. 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 Top chor ' 2x4 SP #1 A - B 27 0 B - C 29 -105 Bot chor 2x4 SP 91 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member esign based on both MWFRS and C&C. B - D 0 0 No 2 STATE : Im 40 015A38 FF 50 8180 BB 7F48 00 99 ZE 95 FB TIM%Item Lx€an mkcdar�arr /zi cd.aaad=itdb,! Pataw dmArtmu, n ii:L, tic, t:a71s21 on Oadata atmwa alxrre trdng a 5Na:.3 sc�¢ne�az&:a.s�afe. ftit¢d cepim r3th uVci Gael scmbd aH tt,Gwalav ¢nrca2EmY cc,.9G ei¢St An wedfi`3d cnusydactm`': ceoi— "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req ire extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentISafety Information, by TPI anr7'SBCA)1oi safety practices prior to performing these functions. Installers shall provide temporary irti� bracing per IgsCSI., Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rippd ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections 63, B7 or t �� Tnnearrs,ut as applicabl Appty plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to / drawings 16OA-Z for standard plate positions. Alpine, a diWp1 ion of ITW Buildincq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in confprtnance with ANSIrtPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this tdirawingg indicates acceptance of professions engineeringg responsibility solely for the design shown. The suitability and use o�j this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00058 Ply: 1 JSROM:AH EQN: 668236 / T18/ JACK4EBB1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 4 FDRW: Truss Label: BJ1 I Wgt: 11.2 lbs .. / ... 05/29/2018 12 6 C 2X4(A1) B M - oLO n J- A �— M D SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwalf: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C 1' 1� 1t Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W P : NA Ce: NA VERT(LL): NA B 150 / 77 1145 1- / 42 / 8.0 Lu: NA Cs: NA VERT(TL): NA D 11 / 10 / 18 / - 1- 11.5 Snow Duration: NA HORZ(LL): 0.000 D C -14 128 / 25 1- 1- / 1.5 HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.163 D Min Brg Width Req = - TPI Sid: 2014 Max BC CSI: 0.015 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply I(lbs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 28 -19 40 015A,38 EF 5B 8180'B67F48 00 99 2E 85 FB **Atom hasbsxn alxctx dz&Y ad M'd zaalad by Psiw-a mardw, Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 ?$E £a., tic. eartazf es9 ttreda2zKfwwm atwvm u°.�ti a SxR•Z @i"itlL"Ai '�tatt�fi e�fa.. Pr3�tndscpBascxtYf�s d� mcrttcr��cd s�r.��tid z�alad grad tts��iR,�aantitvAis��am�taztroedf€�.ra�s�ym7ectramk i rs�inx. "`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 Componen Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rfYre/i bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insiafled per BCSI sections B3, B7 or 610, as applicable. Apply pfates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. hefer 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 drawin any failure to build the truss in conformance with ANSITI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drrawing or cover page listing this drawingg indicates acceptance of 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 IoVs ceneral notes page and these web sites: ALPINE: •wtiwcal ineitmoom; TPI: www. inst.o • SBCA www.sbcindu .com; ICC: www.iccsafe.o III. ICI a ,' a Job N mber: 36CS00058 Ply: 1 SEQN: 668237 I T21 / HIP_ 4EB8 �28-Cali "C" /DR Horton 14EBB 1828-Cali "C" City: 2 FROM: AH DRW: Truss bel: CJ7 Wgt:42.0lbs / ... 05129/2018 i 6'3" 9110"1 } r 6'3" 37" D 12 4.24 p 3X4 C v Fr> ti in in v =2xa(a1) e A III�C4 =5X6 F E SEAT PLATE REQ. 1,5" �I 6'1"4 T 3'2" i 6"1v3 6'1"4 9'3"4 9'101 LoadingiCriterla (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria (Ibs) ♦Maximum Reactions Ibs TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W B 330 / 208 1- I - l - 110.6 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.015 G 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.041 G 999 180 E 385 / 175 1- / 0 / 0 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 /- /- /- / 1.5 Des Ld: 37.00 EXP: C HORZ L 0.008 F R ) Wind reactions based on MWFRS Code / Misc Criteria NCBCLL 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 42 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 Du fion: 1.25 MWFRS Parallel Dist: 0 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 ft Rep Factors Used: Yes Max Web CSI: 0.256 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17-02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp_ Lumber A-B 14 -11 C-D 55 -72 Top chor 2x4 SP #1 B - C 330 -650 Bot chor `,� ASP #1 Webs 2x SP 43 Maximum Bot Chord Forces Per Ply (Ibs) Special ads Chords Tens.Comp, Chords Tens. Comp. --(Lum er Dur.Fac =1.25 / Plate Dur.Fac.=1.25) B - G 604 -290 F - E 0 0 TC: Fro TC: Fro 0 plf at -1.41 to 55 plf at 0.00 G - F 591 - 288 2 at 0.00 to 2 at 9.84 BC: Fro pif plf 0 plf at -1.41 to 4 plf at 0.00 Web Forces Per Ply BC: Fro 2 plf at 0.00 to 2 plf at 9.84 era Maximum (Ibs) 'va TC: - TC: 12 b Conc. Load at 1.41 2% a Webs Tens.Comp. Webs Tens. Comp- Ib Conc. Load at 424�. NC G - C 286 -47 C - F 345 709 TC: 23 BC: 2 Ib Conc. Load at 7A7+ Ib Conc. Load 1.41 No 0471 BC: 1D at Ib Conc. Load at 4.24 + BC: 17 lb Conc. Load at 7.07 �w Wind ft Wind load and reactions based on MWFRS. STATE f a+sr EtttC; 40 01 5A 38 FF 5B 81 BO 813 7F 48 00 99 2E 85 FB T.,U 110MI'm beM410 lass:' q cd' Yseal, dbypiSa jMlattirt". -E(FL. uc.tl47,s21 cn the date shown abxim V iMg a SRJ'-1 =Mmtmumwd� tnd copuvszfrfds dmamma=mat cm-J&md =d:salad =m the:;e9,'T.aB asribant rat sale nx kbaa &Wwawjdcdrork mpim -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re ire ire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponenF per zeYbracing Safety Information, bV TPI an7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy �11111 CSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperlyattached have bracing installed BCSI 63, B7 610, rig applicabl ceiling Locations shown for permanent lateral restraint of webs shall per sections or rorterrtsas Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efertoF , drawings 16 A-Z for standard plate positions. Alpine, a truss in di sion of ITW Buildingp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANSI PI 1, for handling installation bracing trusses.A this drawing con listing this rmance with or shipping, and of seal on or cover page- , rawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability this drawing for is the of the Building Designer ANSI/TPI 1 Sec.2. and use For more infomiation o I any structure responsibility per see this ioVs general notes page and these web sites: ALPINE: www.al ineitmoom; TPI: wane. inst.o ; SBCA www.sbcindu .com; [CC: www.iccsafe.org Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' _.Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 15' Mean Height, Partially- Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = 1,00 Eirt 120 moh Wind SDeed, 15' Mean Heloht, Partially Enclosed, Exoosure D, Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces (1) lx4 'L' Brace x (1) 2x4 'L' Brace w (2) 2x4 'L' Brace w (1) 2x6 'L' Brace w (2) 2x6 'L' Brace III Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B U p S f F #1 / #2 3' 10, 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12, 8' 14' 0' 14' 0' #3 3' 8' S' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' It' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Q HF Standard 3' 8' 4' It' 5' 3' 6' 7' 7' V 8' it, 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' 11' 1 7' 10' 8' 2' 9' 4' 9' B' 12' 4' 12, 9' 14' 0' 14' 0' -� S P #2 3' 10' 6' 7 6' 10' 7' 9' 8' V 9' 3' 9' 7' 12' 2' 12, 8' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' 1t' 7' 5' 9' 2' 9' 7' to, 11' 11' 8' 14' 0' 1, 0' Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' IV 0' 13' 11' 14' 0' 14' 0' 14' 0' :p _ S P F #3 4' 2' 7' 1' 7' 9' e' 9' 9' 1' 10' 5' to, 10, 13' 9' 14' 0' 14' 0' 14' 0' U F Stud 4' 2' 7' V 7' 6' 8' 9' 9' V 10' 5' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' O H Standard 4' 2' 6' 1' 6' 5' 8' 1' 10, 5' 10' 10, 12, 8' 13' 7' 14' 0' 14' 0' #1 4' 7' 7' 7' 7' 11' 9' 0' 10' 8' 1t' 1' 14' 0' 14' 0' 14' 0' 14' 0' \ / S P #2 4' 5' 7' 6' 7' 9' 8' 10, 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10' 8' 6' 59'4' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' D FL Stud 4' 4' 6' S' 6' 10' 8' 6"10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5'8'6' 0' 7' 6' 10' 2' to, 10, 1t, 10, 12' 7' 14' 0' 14'0'.Q #1 / #2 4' 10' B' 3'8' 7' 9'9' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' U O SPF H F 1 #3 4' 7' 8' 2' 8' 5' 9'8'10 0 Ill 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 7' 0' 7' 5' 9' 4' 1 10' 0' 1 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X #1. 5' 1' 8' 5' e' e' 9' 11' 10' 3' Ill 9' 12' 3' 14' 0' 14' 0' 14' 0' 14, 0' S P #2 4' 101 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12' r 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' It- 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' s---i Standard 4' 7' 6' 6' 1 6' 11' 8' 8' 9' 3' 11' 6' L2' 0' 13' 7' 1 14' 0' 14' 0' 14' 0' able Truss A P I Diagonal brace option - vertical length may be T doubled when diagonal 18' brace Is used. Connect L diagonal brace for 600# at each end. Max web Brace total length Is 14'. 11E3Y 2x6 DF-L #2 or better diagonal T 1 Vertical length shown brace, single 8, In table above. or double cut 45' (as shown) at i upper end Connect diagonal at midpoint of vertical web,IV, Refer to chart above for !t N&VARNINGW READ Alm FauMv ALL Hans IH THUS IRtAWM ..IfPORANT.. rURKSH THIS DRAWDIG TD ALL rBrtRACTDRS DtCllmrtX THE INSTALLERS Trusses regWre re In extreme cafabricating, handling, shipping. Installing and bracing. Refert to and ti � failow the latest edition OF BCSI (Building Component Safety InfarMllon, by TPI and SBCA) for' wFety practk.s prior to performing theca functions. tnstaUers shalt p-lde temporaryy bracing per BCSL Unless noted otherwise, top chord shall have property attached structural sheathing ud bott6n chord w, shall have a property attached rigid ceiling. Locations shown Far permanent lateral restraint of webs fnc. ' t r1� lt, lL_Ij B7 or D10, as applb:aono Apply plates,wise. to each shall have bracing Installed per BCSI sections the above and on the Joint Ifeta0.5, unless noted otherwise. of truss and position as Vr ^ Refer to drawings I60A-Z for stontlard plate positions. a AN 111M COMPANY AlpMe, o isi divon of ITW MdinInc.Components Group Inshall be not responsfarle faany deviation from drawing, fallure to Mdld 1, for handling, this any the truss In eonfornance with ANSI/TPt or shipping, Installation 6 bracing of trusses. A seal on this drawing or cover pag• Ustirg thts drawing, Indicates acceptance of professional n enOIn•.r4,g respons6xllty Solely for the design shown The s.dtabsity and use of this drawing 133B9 Drive Lakefront for any structure Is th¢ n'espons6WLy of the MdlrV Designer per ANSVTPI 1 Seca Earth City, MO 63D45 For more Information see this Job's general notes page and these web sites, ALPINE, ww►atpinattw.comi TPi, www.tpinstargi SBCAo wwwsbcIndustry,orM IM wwwJccwF.arg Bracing Group Species and Grades, Group A: S ruce-Pine-Fir Hem -Fir #1 / #2 !Stsndardl 1 #2 1 Stud #3 Stud #3 Standard Dou las Fir -Larch Southern Pinewxx #3 #3 Stud Stud Standard Standard Group Bi Hem -Fir #1 4 Btr pi Dou nos Fir -Larch Southern Plnexw. #L #1 #2 #2 lx4 Braces shall be SRB (Stress -Rated Board). .wFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 pIF over continuous bearing (5 psf TC Dead Load). Gabte end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.12810.0' min) nails. )KE For (1) 'L' bracer space nalls at 2' ac, In 18' end zones and 4' o,c. between zones. )I(Afor (2) 'L' braces, space malls at 3' o.c. In 18' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertkal Len th No Splice + Refer to common truss design for peak, splice, and heel plates, Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 Less than 4' 0' 2X3 Greater than 4' 0', but less than It' 3X4 IMAX. TOT, LD. 60 PSF AX, SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-10i 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orin 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = L00 nr, IPn mnh Wind Snppd. 30' Mean Heioht. Partially Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces (1) Ix4 'L' Brace wl (1) 2x4 'L' Brace x (2) 2x4 'L' Brace tK (1) 2x6 'L' Brace X(2) 2x6 'L' Brace Y 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' P. 11' 7' 12, 0' 13, 9' 14' 0' S P F 03 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' B' 8' 9' 1' 11' 3' 11' ill IT 7' 14' 0' U u Stud 3' 6' 5' 4' 5' 8' 7' 2- 7' 7' 8' 8' 9' L' 11' 2' Ill 11' 13' 7' 14' 0' O 1� F Standard 3' 6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4' B' 11' 9' B. 10' 4' 13, 1' 14' 0' QJ #1 3' 10' 1 6' 4' 6' 7' 1 7' 6' 7' 9' 1 8' 1t' 9' 3' 11' 9' 1 12' 2' 13' It' 14' 0' #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' to, to, 13, 8' 14' 0' (�j D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' B' 9' 9' 1' 10, 1' 10, 10' 13' 8' 14' 0' d Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' It' 9' 7' 12' 2' 13, 0' U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10, 6' 13, 3' 13, 9' 14' 0' 14' 0' S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0- < J u Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' O fl F Standard 4' 0' S' 8' 6' 0' 7' 6' 8' 0' 9' 11' 1 10' 4' 11' 10' 12' B' 14' 0' 14' 0' W #1 4' 5' 7' 3' 7' 6' 8' 7' 8' I1' 10, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' P #2 4' 2' 7' 2' 7' 5' 6' 5' 8' 9' to, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' QJ 1J7� F L Stud 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' to, 0' 10, 5' 12' 5' 13, 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' to, 2' 11' 0' 11' 9' 14' 0' 14' 0' .Q #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' to, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' u' - U S P F !� #3 4' 5' 1 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, Il' Ill 5' 14' 0' 14' 0' 14' 0' 14' 0' O �l F Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, 11' It' 5' 13, 7' 14' 0' 14' 0' 14' 0' X #1 4' 10' 8' 0' e' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' Il' r 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' Ill 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' l� D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' r-1 Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' to, ill it, 5' 1 12' 8' 13' 7' 1 14' 0' able Truss Diagonal brace option - vertical length may be doubled when diagonal 18 )K brace is used. Connect I L I diagonal brace for 690# 'L' -fl- at each end. Max web Brace total length Is 141. iif)iE 2x6 DF-L #2 or better diagonal 'r Vertical length shown brace) single 8' X In table above. or double cut L 1 45' (as shown) at upper end. IPI Connect diagonal at midpoint of vertical web. --1111111111I Refer to chart above for Ianx gt k,'te rtiNN .wvARNDI " READ AND FOLLDV ALL NOTES UN THIS DRAWING -I)PURTANTo rUPIUSH TMS DRAVR6 TD ALL clINTRACTORS INCLUDING THE INSTAII.M. ��N�. 1J Trusses require extreme core 4i fabricoting, handling, shipping• "tolling and bracing. Refer to and fa1Ww the latest 8CS1 Component Safety Inf—Van, by TPI and SECA) Par safety `�� t_. �° [1 Q�l \G l7� edition of (Bu0.dng practices prior to performing these functions. Lstatlers shot: provide temporary bracing per BCSL `� �l Unless noted otherwise, top chord shoji have property attached structural sheathbg and bottom chord _ No rI j Q I I I I_J I� shall have a properly attached r)gtd telling. Locations shown For permanent lateral estraint of wets shall hove bracing installed per SCSI sections 113,137 alo, as applicable. Apply plates to each face of truss and poshWn a shown above and an the Joint Detals. unless noted otherwise. Z = / ILI � IU,--� Refer to drawings 16DA-Z for standard plate positions. from - ^. �Q� AN RW03MPAW - - - -- - -- Alpine, a division of ITV DA Rmg Components Group Inc shall not be responslble for any deviation this droWig, an failure te-build-thL_SJ,tnfornonce-with-ANSI/TPI-- _- - - a At seat duo cover page Listing this drawing, Indicates acceptance of professbnal _ _ _ — - - - - _- - - - -- - 13389 Lakefront Oliva engtrxer'rg responsah0lty solely Par tlhe de shown The suitability end use of this draw4g fr arry stwcture Is the respmsi6lUty of the Bu0.deg Designer per ANSI/TPI I Sec-, i fl i iy1 a Eanh City, M063045 w For more infornation see this ,lob's general notes page and these web sites, ALPINE, www.alolneltw.comi Pit w tpinst.orgi SECA- wwe.sbcindustryargl ICGwewJccsofearg ¢¢'!?l�q rta/ p` (al p,, ^N 4°� t) I Bracing Group Species and Gradesi Group AI S ruce-Pine-Fir Hem -Fir #1 / #2 St¢nd¢rd 1 #2 1 Stud #3 Stud #3 Standard Do u Ins Fir -Larch Southern Plnewxw 03 #3 Stud stud Standard Stnndnrd Group Bi Hem -Fir #1 4 Btr 01 Dou t¢s Fir -Larch Southern Plnewww 0l #1 #2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). ■xFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B 11 values may be used with these grades. Gable 1 russ 17etaiL Notes: Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load), Goble end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0,128'x3.0' min) nails. )K For (1) 'L' brace, space nails at 2' o.c. In 18' end zones and 4' O.C. between zones. )K)Wor (2) 'L' braces, space nails at 3' o.c. In IS' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 807 of web member length. 11 Gable Vertical Plate Sizes 11 Vertical Length No Splice Less than 4' 0' _I 2X4 Greater than 4' 0', but I 4X4 less than 12' 0' + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 TOT, LD. 60 PSF SPACING 24,0' Gable De-tal� - For Let -in Verticals If web has a scab brace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace is 90% of Member length. No 'L' or 'T' brace required In lieu of scab brace Gable vertical length greater than 48' 'L' or 'T' brace required .I Relnfo MemF Go Tr Gable vertical length greater than 48' 'L' or 'T' brace required Refer to -appropriate -Alpine gable -detail for minimum plate sizes for vertical studs. +)Refer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Example, 2X4 2X4 2X8 Provide connections for uplift specified an the engineered truss design. Attach each 'T' reinforcing member with End Driven Nailsh 10d Common (0448'x 3.',min) Nails at 4' oz. plus (4) nails In the top and bottom chords. Toenalted Nails, 10d Common (0.148'x3',min) Toenails at 4' o,c, 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, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PEDIOID14 See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 'T' Reinforcement Attachment Detall 'T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Or - End-nall To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord, 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. deb Length Increase w/ 'T' Brace Examptel ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30 x 8' 7' = 11' 2' 'T' Reinf. 'T' Mbr. Size Increase 2x4 30 2x6 20 fff•'- �.,�.••--^ :� I�I�\\V'll ���r� n V AN fT'1N COMPANYjlpt,.hjr* 13399takefianllkve EermCity, tlOMM "VARNDKUN WO AND FMUN ALL IMES M THIS 8RAVVJM ww0hhMUNiww RNNSH TIM BRAVD& TO ALL CUNMCMRS RMURM TIE UWALLER8. f«� i e require noofcare ty are° nit sn4afetshipping,1 ar ard b m secAi°vo staf prncticne prmr to perfornYlg these fnnctharm lnstaaers shall provide tampoorraarryy �br per 8CS1 Unless rented otherwhe, top chord shalt have property attached structural sheothlnp and bottom cFnard shall have a property attached rlW caninD Locations shown for permanent lateral restraint of webs 87 or UDID.et as op��able. Apply plates to aadi faces of tl have bracing ionInstalledss per above of truss and position as shoos above and on the JoUrt Retoas, hinless rated otheMse. sand on the Refer to dro.kw 16OA-z for standard plate dtbns. on anfa�nre to bold the truss m conformance wteh ANSVTfI sor for handtrsHYMAX. erkp ttttyy soWy Forp desgn sMwn. Tne sJtobilty and rase of this drawing far any struclnrrctlr regtarminAty of tFr euudF+s eeatsrvr Per AttciiTpi 1 see2 For more Information see this Jobs general notes page and these web altos AM14EJ w■wator,eftcoml Me ■ww.tbinstorall sacs w■■sbcIrdustrvarm ua ■wwlccsafe,ora `PiiEye Rri%.: ��'�.�1*� Glz - wa(W,62'•.t=. =a'e - c.ai StgM1 a.gyf :�R,t OF e W4 •slQ y�F'•w,astta '�i;�+CtA1A1-'�o*`'►inp »----. """"". � -w TOT. LD. 60 PSF REF LET —IN VERT DATE 10/01/14 DRWG GBLLETIN1014 DUR. FAC. ANY MAX. SPACING 24.0° Hip Frame Details ---I Hip Frame 1*4 'R' Lthed Use this detail ASCE 7-10, 180 for, mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame Hip frame - provided by truss manufacturer, is designed to provide bracing for flat top ASCE 7-10, ASCE 7-05, 160 140 mph, mph, 30' 30' Mean Hgt, Mean Hgt, Partially Partially Enclosed, Enclosed, Exp Cat D, II, or Exp C, or chords of hip frame system where indicated, Flat top ASCE 7-02, 140 mph, 30' 30' Me Mean Hgt, , Partially Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So, Pine lumber, Structur 4 anels must be properly attached directly Residential, Wind TC p sf, To hln,%N z'1_��,F�« wrl.lns, fl d IIL.11� Illrf_�-s -" _. vAwiDtci.. ItEae arm I'DLLOv ALL RGF[s a THIS mtAvtRa wrDPMAW FURNISH THIS DRAWM M ALL CRITRACT= ntLtMM THE UWALLM Trusses requra extreme care In fabrkntng, hoMung• sitPP,nD• nstalung and hrodng. Refer to and Fallon tho latest emtion of BCSI (BuAoung Component Safety Information. by TPf and SBFAI for safety practices prior to performing these functions. installers shalt provide temporary luadng per SCSI. unless rated other.ise, top chard shalt have property attached structural sheathMo and bottom chord shah have n properly nttnchetl rlpId cmung. LGaatbn6 sham far pomanent lateral restraint of ebc. thou have hradn0 Installed per BCSI sections 83, B7 or BIp, as npWcaWo. Apply plates to each face of truss and position as shorn above and on the Joint Detaks, vdess noted otherwise. Refer to drarings IWA-Z for standard plate positions. Alpine, a Nlslo. of RV BuBding Components Group Inc shall not be responsible for my deviation fromAN this draw ng any fnlure to bald the truss n confarmnce with ANSI/1PI1�cr for�wrwunp-s estnhatlan'br, pg of -tens _ __ _.. — - on this draw4v nr cover pays Listing this draw}ng, InAor acceptance of Professional for an responsmlDty solely for the design B�uam Drslsrmr Per, I f thisdrawing y strucWre (a t1a rrspot�nikthe�fY��e�4 For more information see this Job's general notes page and these web sites ei orun ..�..i�u,wa. �,..�, To...r.tatmst,w•mi SRr.M w slocnductrvaro, IM rweiccsafearo N p� 'I : ,� �@' ErVl�� � �� iVa = - _ S. A`iE OF -- F ' ,• bfeedlAllt101111tltttl` _ = _ REF HIP FRAME DATE 10�01�14 DRWG HIPFR1801014 - - -- -- -- - -- --- - _- _ 13389 Lakefront Ddve Earth City, MO 63045 h Valley Detail - ASCE 7-10; 160- mph, -30' Mean Height, -Enclosed, Exp. C, Kzt=1,00- Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, )K)K Attach each valley to every supporting truss with, (2) 16d box (0,135' x 3,5') nails toe -nailed for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1,00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates, 12 3X4 12 Max, I- 2X4 X4 �- — 8-0-0 max --i 4X4 12 12 Max. I 1X3 1X3 (Max 5X4/SPL Unless specified otherwise on engineer's seated design, for vertical - valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, same species and grade or better, attached with 10d box (0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with; properly attached, rated sheathing applied prior to valley truss Installation. Or Purlins at 24' 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, XXW Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. Valle Spacing Pitched Cut Bottom Chord Valley t Le-nalted sa 2X4 Q aL\< � SQ Square Cut Bottom Chord Vail 4X4 2X4 if Stubbed Valley Optional Hip End Detail Joint Detail 20-0-0 (++) at 2m' o1c. Plan Supporting trusses at 24' o.c, maximum spacing, -WARNMU REWO Arm FOLLOV ALL NOTES ON TMT MAVINra 1A4%' ''. TC LL 30 30 40PSF REF VALLEY DETAIL ws -IWMUANTFIRINMH TIM BRAV012 TO ALL IOITRACTIM RICLUZIM THE INSTALLER& ' y� trusses retests eatenr o rnCS n Utcdng rtont Safety ty Information. awed,. end b W SB Refer to end EA4, �C DL 20 15 7 PSF DATE 10/01/2014 for the latest od;tlan of BCSI mules. Cn fabricating, hant Safety Information, by TPI and tg C R fer to ,* / -. t d practkea prior to perfo"ng these functlons. Inatatiers shalt provide temporary brac�g per BCSL �� �� V .� Unl s ted otherdse, top chord shalt have properly attaclxd wtruct, ahenthnp ores batten shard r~' B DL 10 10 10 PSF DRWG VAL160101014 shalt hove a properly attached rlyd ceq Locatlons shown far pernanent taterol restraint of webs 3 shall have hro Installed per HCSI sections R3, B7 or RIO, ns appUmblo. Appl plates to each face i �� of truss am efts 1 D as for abate plate an tins went Details, .less tad a�.r.lso. _ � � Be LL 0 0 0 PSF I� Rtfx to tlrnrngs 160A-2 for standard plate positrons Alpine, a eavlswn of ITV Binding Conponents Grow Inc. shall not be responslbte for any deviation from - TdT. LD, 60 55 57PSF AN ITWODMPAW this drowng any fallure to b.Rd the truss In confornonc. s;th ANSI/TPI 1, or for hareAbp, shIpphH. my %�T (7 f' Instal atwn ! bracing of trusses A seal an this drawing r cover page Ustk* this drawing. Mfrntes acceptant of professional f. Pa n� S%r.sRr ;;tote, sorely fr am deagn sha.n Tt a awtabuty a e+ use of ws a a.rg tr? � / ; r � � � � UR FAC.125/1.33 1.15 115 13388 Lakefront Drive it any k rsspanffiIllty of the BuWng Bwsyrwr per ANTI/TPI 1 Sec.?- '��.`dt� % �� Earth Cily, MO 63045 For here nfornatten see this ,Ivb's genera; notes page and these web sites �r, aft, IL:<,� s��` SPACING 24,0' ALPINE, www.aidneltwcant TPI, www.tdnstorgt SBM wo-AKnWustry.argl ICO wwrkcsafe.rg / . V i1 A. 1 e C �I Piggyback Detail - ASCE 7-10i 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 nph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0. Or 140 mph wind, 30.00 Pt Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0, Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other sultable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xx Refer to Engineer's sealed truss design drawing for piaavback and base truss specifications. Detail A I Purlin Spacing = 24' o.c, or less 12 Up to 12 II 4' spacing = O.C. max I —Top Chord Scab (Typical Each End) Flat top chord purlins required at both ends and at 24' max o,c, spacing in between, Detail B , Purlin Spacing > 24' oici Piggyback cap truss slant Walled to all top chord purlin bracing with (2) 16d box nails (0135'x3,5') and secure top chord with 2x4 #3 grade scab (I side only at each end) attached with 2 rows of 10d box nalts (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 I2 4%p'/\// 11 6w) 11 11 91 11 \\/\ \4' \\ Purlin I I \\ / I I I I m) 24' o.c. max L11 uti l max Top Chord Scab CTypicnl Ench End) Chord Flat top chord purlins required at Depth both ends, purlin spacing) 24' o c Notei 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. ewatPQITANTww FUNISH THIS BRA➢RAVING M ALL CENTRACTDRS 1NCLlmM THE INSTALLERS Trusses require extreme care In Fo6rlcntirg, handling, sWpping• InstnlUng and brnCingg Refer to and /^ fallow the latest edition of BCSI (BuAdlrg Component Safety Information. by TPI and SBCA) for safety prncticos prior to performing these functions. Installers shall provide temporary bratlng at 13 N I.W ss noted otherwise, top chord hall have property attached structural sheatNrg and bottom hard \� sltnll have a properly attached igid sections Locations sham far permanent Internl restraint of webs ��� shad have and rJng total s per above sections the or B10, as unless no Apply plates to eaU Fnce of truss arcs ppaos 16O as shorn above and on the i Joint Detass, unites noted otherwise. Refer to drawingc 16BA-Z for standard plate positions. glpine, a division of ITV Building Components Group Inc, shall t be sponsible for an deviation from - AN II W �NIPANY this d—Ing, any Fol— to build the truss In conFo—mce Nth ANSI/TPI_l,_or�nr-hnndUmR,-sNDdnB - - - Instaltatlon_tk6rocina-of-trusses cover page listing this dr..I g, kukates acceptance of professlo at r6 yy (y ergheetYg responsibRlty sdelY far the design sham The sOtabllkyANSir use of this drow6g $ ' O n i � y 13389 Laie6onl Dive for any atrr,ct,/'e Is the resparagoslty of the Bu9dbg Ilesagner per Earth City, MO 63045 Far note Information see this Job's general notes page and these web sites+ �, � ALPR7E1 AeAlpt'Ie12w.Coni TPI, www.tpinstorai SBCA, wre.sbcaxlustryargi IM wwelccsoFeorg 0!', �+lyAl r���, 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 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3'> at 4' o.c. Attach purlin bracing to the flat top chord using (2) 16d box nails (0.135'x3.5'X The top chord #3 grade 2x4 scab may be replaced with either of the following, (1) 3X8 Trulox plate attached with (8) 0,120'xl.375' nails, (4) Into cap TC & (4) Into base truss TC or <1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'x1,375' nails. Note, Nulling thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0.120'4,375' nails Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'x8'x7/16' (min) APA rated sheathingg ggussets (each face). Attach @ 8' o.. with <8) 6d common (0,113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces, 2x4 Vertical Scabs 2x4 SPF 112, full chord depth scabs (each face). Attach @ 8' o.c. with (6) 10d box nails <0,128'x3') Per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' oz. front to back faces. 28PB Wave Piggyback Plate One 28PB wave pigggyback plate to each face @ 8' o.c. Attach {eeth to pigg back nt time of fabrication, Attach to suppor Ing truss with (4) 0.120'x1,375' nails per face per ply. Piggyback plates may be staggered 4' o.c, front to back faces. SPACING 24.0' EF PIGGYBACK ATE 10/01/14 RWG PB160101014 CLR Reinforcing M-e_r ber- _ _S-ulostitution - _L This detalt 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-relnforcement or L-rein forecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2x8 i row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6W T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's seated design, 010 Center scab on wide face of web. Apply (1) scab to each face of web, T-Reinforcement Or T-Reinf. L-Reinforcement: or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0,128'x3.0',min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. T-Reinf. L-Reinf, Scab Reinforcement: Apply scab(s> to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'x3.O',min) nails at 6' o,c, Reinforcing member is a minimum BOY of web member length. Scab Reinf. r nwMUM fumes DMWM TOLLD� = T CLUDI cAVrW DISTAUXIM fVjgA''i��� TC LL PSF REF CLR Subst, CMn= M Trusses raqu4v ex4eme care h fobrkatbg, hordllrg, 6'g, InstaUlnp-and bracing Refer to nrd �0%""'%AL �i TC DL PSF DATE 10/Ol/14 foUw the latest emuon of 111 (Bu0.r6n0 Conpannt Sofety tnFornotlon, by TPI and Skit) for safety ryadius prior to performing these functions. installers shall provide temporary bracing per BCSL : Q DRWG BRCLBSUB1014 v Unless noted otherwise, top chard shall have properly attached str� turat sheathing and bottom chord shall have a properly attached rippb celtlmg. Locations shown for lateral restralat of webs `�' ,\GE i� C DL PSF f� �� �• Q 11 11-11� I I—. ILI:�TIJr=� ILrg— permanent shall Mva bracing Installed per BCS[ cecWnc H3, B7 or B10, ns applKnbno Apply plates to each Fnca of truss and position s who above and on tM Joht DetNs, urJess noted athardsa, Refer to drawings 160A-Z �C LL PSF for st-dartl plate positions Alpbro, o division of ITV Building Components Group I— shall not be responslbte for on deviation from 1/rn PSF AN RW COMPANY the drawing. any fa6ure to bJld the truss In conFornance Ith ANSLTPI 1, or for 1 9n0, shipping, = ❑T. LD, InztaUatbn L hratlng of irusces. bP n V 133B9LakefranlDrive A zed on this drawing or cover page listing this &rung, Wlcates ncceptonce of professional. respons"ty solely For the design shorn the suitab0lty arwl use of this dm.N for an�tlre Is the resposibuty of the aadng B:�IOner per AhaVTPT 1 I—P 3(t i �, y*� - 0AM0 DUR, FAC. SPACTNG Faith Ciy, MO 63045 For more Mformatlon see this Job's enrol notes page and these web sltn -- ---- -•-• _ _-. � _ a - - - f� ifs ,rat w sa Cracked or Broken Member Repair Detail Load Duration = 07 This drawing specifies repairs for a truss with broken chord Member forces May be increased for or web member. This design is valid onlyy for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face. Minimum side member length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel, Nall Into 2x4 members usng two (2) rows at 4' o,c„ rows staggered. Nail into 2x6 members using three (3) rows at 4' o,c„ rows staggered. Nail using 10d box or gun naps (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in loads. sIN L L 4' o c __�TYPical P- + 0 + 0 + 0 + 0 0 + 0 + 0 + 0 + 2' 1-_ Stagger + = Back Face 10d Box (0,128' x 3', min) Nails: 0 = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staqqered Nail Spacing Detail Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 4 9754 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# s L Kninum B L Distance -VARN1NUm READ AND FOLLDV ALL NOTES a THIS DMVM ..DG'MTAHTo FtWdV Tl,= DRAWING TO ALL CO7TIMTORS DICLUDDIG THE INSTALLUM Trusses requtra .tram. core 4,fabrtcating, handtVg sHppino, installing ng and brac. Refer to and Q Folio• the latest edtlon of BCSI (Buldnq Component Safety Infornotlon, by TPI and SBCA) Far Pvty ppractkvs prior to performing these functions. Installers shall provide tenporary bracin per BCSL IMless noted otherwise, top chord shall have property at siructwal shentNng and bottom thaw shall have o properly nttochvtl Npltl celinp, Lomtlans shorn for permanent loteral restraint of webs matt have bra Dos Instntted per BCSi cectlons B3, B7 or Dto, os apptkable. Apply platec to each face li IiL�lll Jt�—IJi of truss and position as sFrom above and on the Joint Details, unless noted otherwise. Refer to dra•ings 16GA-2 for standard plate positions. Alpine, a division of ITV BWlding Components Group Inc. shall not be responsible for on deviation ran AN IT\N ODMPANY this d-nrino, nnv Fnlure to IxAd the truss in can with ANSUTPI 1, or For handing, s�iing,_ E OF L Nininum L Distance H L 9"� L Ids-a-nrino-orrcavar�ee .G.g. 4u➢cat¢s acorptance of ProfessbriM %-Itijr "� mgkmer4g Lyy solely for the design sham, The sultnWkY and ust of this drawing /i C� "'�••••.*�" For any structure the responsmity of the B.Ad61g Dealaner per ANSLTPI I Sect �,(� (�� Sitev`(�) Q p,(-� t\� EaM1h City, M063045 ALPINE- • �v pineltnr conloTPG wrrtp6uCorgleSBCN rsrr.cbclpntlustro rBl lCOw•rs caFvarg f 'AVff//l"L11�t� + SPACING 24,0' EF MEMBER REPAIR ATE 10/01/14 RW6 REPCHRD1014 STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' OC MAX. LENGTH T0. TRIM FILLER I EXISTING FILLER I — SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, — USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. — USE #3 OR BETTER OR STUD <900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS. — LOCATE VERTICALS AT 4'-0' ❑.C, MAX., OR SEE NEXT ❑PTION. — IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR — 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH), 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). (¢LATERAL 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 C❑NNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING AND-10P_SF MAX. CEILING LOAD., WITH THE EXCEPTIONS_ hinTr-n ON THIS SHEET T USE THIS DETAIL FORT 1CTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS, DS IN EXCESS OF 1OPSF CONNECTED TO THE FALSE FRAME. 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES. BER GRADES LESS THAN SPECIFIED ON THIS DETAIL. TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'—O'). 3E FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE1 FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITH❑UT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER M❑DIFICATION, I SHOP APPLIED — USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION. USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, — IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE). FIELD APPLIEDI — PLACE FALSE FRAME CHORD IN —PLANE WITH THE TRUSS. — CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. — JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLE — MAY USE A 12' LONG 7/16' PLYWOOD (❑R ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0,113x2.5') 2 3' D.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED, — VERTICALS MAY BE JOINED BY (2) 3x6 TRUL❑X 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). —VAwtNM- READ An M.LGV ALL (!vies ON Tors MAVDda .+_��� IVIFj �•+,,, REF BC FILLER ..tf1fra+T>a F WWSH T1Gs DRAVD& TD ALL cwTIVICITIRS DrCLU M M LRSTA. ERs �.�`` ,. +. Trusses require extreme care In fabrk¢tlmg�hnnding sh1pp11g, bstWltrp and brocwo Refer to and Q\ ,��NS., P�''`,. DATE 10/Ol/14 follow the latest emtlon of HCSt (Bi 9d Con nent SOVet inforrntlon, TPL oral S, for sofet prnctices prior to performing these functlons. Lnstafters shall pravlde terpor.ry trac j per BCSL ` V �� DRWG REPBCFILI014 Urdass noted otherrlse, top chard shall have property attached structural sI..tNng an botton N stall have n properly nitadud NgW cefting. Locations sham for permanent lateral restraint of webs ofwtl have and post ion "ed per BCSI sections the Joint or Det ns unlessbno Apply plates to each f¢ce of truss abr chv Ina .li shaen ¢bova cti on tha7or 1110, s unless le. A otheraW. Y Refer to drawings 16WZ for standard plate positions. % Alphe, a dvklon of ITV BuRdng Conpments Group Inc. shnU not be responsible for .rry devlbtbn f / S A I E Cf AN RW COMPANY this d•awkg, an fnftraa to build the truss h conFarn.nce rHh ANSLTPI 4 or Fw handling, sWpping, hstnllotion L brocing of trams. A seal an thts dra.4g w carer p.ga lisgng ors dra.4p wficntes necept.nx of professlawlL ��' ♦�,.` far HsponsNtty salMy for the drsign slnsn TM sultobLfly ¢rd use o4 this rYnwtriy i �,r 0 R �+ nny lure is the rosporwiieity of toe BuGdNg Dosignor per ANS!/FPl 1 See2 +i F e �Y� 13389 Lakefront Drive For more Infarmatlon see this job's eneral notes p� v Earth City. MO 63045 ALPINE, wR..ipin@Itw.COml TPB mtolnt oroi SBCM nrsbcy�idgsW of 1CO ...I—fearo 'yam` d, `*4fltlA .tvt``' SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00. ASCE 7-10 160 Mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft Mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1,00, Minimum 2X4 scab, sane grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128'x3,0', min) nails at 8' o.c• plus clusters of four nails where shown in figure below 00, NOTE: #2 is the minimum lumber grade allowed for all species. NOTE: Add 210# uplift (max.) to reported truss uplift for wall connections, oVAP"Onr READ ACID FOLLOW ALL tES d1TDN TlW DRAVMGI G� "•i rir ratlPQtTANTn tUMM TIM DRAVMG M ALL c(QfWGUItS IMMUDIM TIC MSTALLM . \ I/� TOTAL TOP CHORD Trusses require extrene core In fabricating. handlMg, shipping, Instawng and 1roc19. Refer to and �� tom\ �pENs'� F % LOAD NOT TO factor the loSest etlltbn of BCSI BuOtling Component Safety Infornotlon, by TPI and SBCA) For safety practices prior to perfaming these functlans. Instalters shall provlde tmpornryy brW7 per DC SL g '+ EXCEED 40 PSF llntess noted otheralse, top chord shag have properly attached structural sheothing wd bottom chord Z No �/ (DEAD PLUS LIVE) sMll have a properly ottnched N9W ce0.ing. Locntlons thorn for pernnnmt laterol restraint of relas shall Imva bracing l- ass per 8b cectl on B3, 87 or D10, as applicable. Apply Plates to each face = y of truss and ppocitlon as shorn above and on the Joht Detn0.s, uNvss noted othe t to T Refer to al-e'nos 160A-2 for standard plot. positions. A'�'� GF Alphe, a dvislon of ITV MaIng Components Group Inc. shall not be responsible for any deviatton fro. � S - AN fTWCOMPANY this drag ng, arty FoOure to bu �d the truss h confornopce rlth_ANSI/SPLt orJar-hash - - - - hstolatlon-6-br�,ctne-,.r�.•o s, ___- - - se on �arkrg or Grover po9e Usthg this drarhq, Locates ncceptanee of professtonnl - a engneerhp esparcmalty sorely far th. design aho.n. The sWtobLty and use of tws d,v.hp %s, (�( �`'\'��� .' DUR, FAC. 1,15/1.25 t338DL y Monl Orive for afrr s ppr .oretllnnF.m.otlan see this job's Q--t 'notes paageAnnd� seSveb•sltec� , 464¢�+�a!(%(d�j1,� SPACING 24' Eadh Cil . MO 63045 ALPIREr ran eltr.conl TPA era. inst.or 1 SECA, rrrsbce,dustr s __-___. _ - _- _o _lpin W g yorgl ICG rrrJccsafvarg ASP tt\ REF 2X4 SCAB O.H. DATE 10/01/14 DRWG ❑HSCB2X41014 I EJ a End Jack EJ O12 (2) 16d TOE NAILS 1 1VARIES b ( iv eveled Jack (BJ) ; a G = OPTIONAL SCISSORS BOTTOM CORD i 'm Of (BJ) 0_ (2) 16d TOE NAILS 'm a CONNECTION DETAIL 5-0-0 MAX. SPAN co (BJ) v (2) 16d GUN NAILS I m FOR EACH LOCATION TYPICAL END JACK (EJ) SHOWN TOP & BOTTOM I N.T.S. 2x4 SYP Nailer 16" Long s—c° Top & Bottom use 16d s boa Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT i I N.T.S. E I OPTIONAL WEB CONFlGURATION E I 12—(4) S VARIES 16d NAILS See Connection Detail t2 © VARIES (4) 16d NAILS I See Connection Detail I • \ � OPTIONAL WEB CONFlCURATION � I 3X4 i (4) 16d NAILS i See Connection Detail 11-3-12 MAX. SPAN i 11-3-12 MA�SPAN I TYPICAL SCISSORS CORNER JACK (CJ) TYPICAL CORNER JACK (CJ) N.T.S. I N.T.S. i I TYPICAL CORNER SET INSTALLATION �y��a�e9>aae�e�s MAC r s, P .• IV$ •. � s TYPICAL L06ING (P.S.F.) t TILE: SHINGLES: +�°` �C,•E a •�' �••• �'o =° • MARTINEZ, P.E. TOP LIVE LOAD:i 20 20 DEAD LOAD: 15 7 ° NO ° MANUEL TOP BorroM DEAD LOAD: 10 10 e '; FLORIDA REGISTERED ENGINEER TOTAL: i 45 37 STRESS`INC. 1.25 1.25 ®"fl �ceti LICENSE # PE 47182 WIND DESIGN: MX. 160 MPH PER ASCE 7-10 MM. 24° O.C. 13 STATE OP i Q . •°� o' WARNING Read &Follow all notes on this drawing. �� S °°•.,, cyv� ��O •�\ Furnish this drawing to all Pontractors including the installers. sad s�A �ataeeett