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HomeMy WebLinkAboutTRUSS PAPERWORKt ,• RANEY COMPONENTS J aney 19900 Independence Blvd. Groveland, FI 34736 Omronmt5 uc one:(352)429-9429 ' (352)429-0304 ' Fax:(352)429-7429 Cover Sheet Order # JOB # 36CS00070 Printed: Thu, Aug 6 2019 JOU 1"TuFinanOn: A ma; EORNameand Umnse Number. customer Name: Creekside Lot 70 DR Horton 8608 Cobblestone Dr O rlpdonr CIt15 Stare, Z/p: 4EAB Ada.C. Fort Pierce, FL Raor Loads: Roar Loads: TC Lire: TC Cead: BC U. BC Oead: MUM wBead: BC Lire: BCBead. 20 7 0 10 20 7 0 10 Bldg. Rode: Wind SO : wlnd9pwd Bldg. Uwiige: - Building Type: Wind Type: 'FBC 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C w/M Pages or sheets covered by this seal from: 1 thru 22 Total 22 # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO 1 Al 2 AlA 3 A2 4 A3 5 A4 6 A5 7 A6 a A7 9 A9G 10 Am3 11 B1 12 B2GE 13 G1GE 14 MV6 15 MV4 16 MV2 17 ER 1e ERA 19 Cd5 20 CJ3 21 CJ1 22 W REVIEWED FOR * No 0471�?y CODE COMPLIANCE * Iv ST. LUCIB COUNTY:STATE OF %O �k4aan-.4 p A ►�� BOCC '4.:S�OA1A4ti` uel w p,. ue wlnY n b w mu Nw+ufl. wl wwe,nuantla6 ,nce4agt,dan4me.wraaammWim.a,q,4N u.Y4 - ,da•swaaw,mm..xouwmrmm.se..wm FILE Copy Page 1 of 1 SCANNED BY f it. bjriar'n)l"hj Digitally signed by Manuel Martinez d Date;2019.08.08 14:58:12.-O�yjjOVfflli� - :`��VEL C E N 9T. No 047182 �0* STATE OF .'1,uti j' . � O O P .• �K/ �`` .11{ Pl 6CS00070 -I FROM: AH 72 / T11 ! COMNI Cry. 17 14EAB Ada" C'3/DR Hort n /4EAB Aria "C" ,DR Horton DRW: Will: 224.0 lbs Tress Label: A7 ! ... 08/08/2019 II T10' 14'47 19'4' 24'3'9 30'10' 32'3' 38'8' 6'4'B 1' 6'67 4'11'9 71.9 6'69 1'S 6'4'8 SEAT PLATE REe. SEAT PLATE REG. �1'I 6'2'12 F 5'B•d F2'0'1�` 5'3'1 + 53'1 +00'15 59'4 + 6'2'12 +1� fi2'12 12' 14'0'1� IF' 24Ti 26'8' 32'S'4 Loading Criteria (vs0 TOLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.OU Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist:0 to h/2 C&C Dist a: 3.87 it 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 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4't" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5',min.)nails @ 6' oc. Loading Truss passed check for 20 psf additional bottom chord live load in area with 42"-high x 24"-wide clearance. Wind Member design based on both MWFRS and C&C. f.f.0 .. Snow Criteria (Pg,Pf in PSF Pg: NA Ct: NA CAT: N, Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code! Mise Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE DetgCSI Criteria PP Deflection in too Udell U# VERT(LL): 0.176 N 999 240 VERT(CL): 0.W5 N 999 180 HORZ(LL): 0.074 L - - HORZ(TL): 0.132 L - - Creep Factor. 2.0 Max TC CSI: 0.774 Max BC CSI: 0.583 Max Web CSI: 0.924 Mfg Specified Camber. VIEW Ver. 17.02.02.1208.15 n {au:. w>mf m d ream=.efemw+V,sw.f woembfewm Nmtlr�af elknauueaenearmm'megax4M wire W Mf W1aMwuMmt.�mNMm,MaMe1W�N[ INCLUDING THE INSTALLERS ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- , !Rh /Rw /U !RL B 1606 /- !- /936 /692 /433 J 1606 /- /- /936 /692 /- Wind reactions based on MWFRS B BrgWidth =8.0 Min Req=1.9 J Brg Width = 8.0 Min Req = 1.9 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 F-G 1786 -1841 B-C 2411 •2955 G-H 1995 -2323 C - D 1968 -2359 H -1 19M -2360 D-E 190-2322 I-J 2411 -2956 E-F 1786-1841 J-K 27 0 Maximum But Chord Forces Per Ply (Ibs) Chards Tens.Comp. Chords Tens. Comp B - R 2583 -1933 O - N 2009 -1335 R - 0 2590 -1934 N - M 2581 -1924 0 - P 2580 -1934 M - L 2581 -1924 P - O 2008 -1319 L - J 2584 -1924 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R-C 278 -5 O-G 790 -756 C-P 69B -603 G-N 460 -267 P - E 460 -267' N -1 688 -603 E - O 790 - 765 I - L 278 -6 F - O 1371 -1230 SF'N:667774/T22/COMN Ply:1 Job Number: 36CS00070 FROM: AH Oty: 2 4EAB Aria "C° /DR Horton /4EAB Aria "C" ,DR Horton DRW: Wgt: 260.4 lbs Truss Label: AlA / ... 08/08/2019 T M 19'4- 24.3"8 t I a1'1z� 6'4'9 64'9 I1'9Sp 6166'4 'B 17 '10'4 I 211'1 300' 2" B'B' 14 35.12 166'B a5N SEAT PLATE REQ. SWTEREO. �v1' 8'293 5'9'3 22'12 3'9"4 3' 3'S'4 22'12 121'4 62'12 6'2-13 12' 14R'1 18' 21' 24'S.4 26'B' 32'S'4 30'B' Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf 1n PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ca: NA VERT(LL): 0.187 O 999 240 Los R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.351 O 999 180 B 1523 /- /- /935 /691 1433 BCDL: 10.00 Risk Category: It Snow Duration: NA HORZ(LL): 0.096 N - L 1523 /- /- /935 /691 /- Des Ld: 37.00 EXP: C Kzb NA HORZ(TL): 0.179 N - - Wind reactions based on MW FRS NCBCLL: 10.00 Mean Height: 15.00 it gCode / Misc Criteria Creep Factor: 2.0 B Brg W idth = 8.0 Min Rcq = 1.8 Soffit: 2.00 TCDL: psf Bldg Cade: FBC 2017 RES Max TC CSI: 0.770 L Br Width 9 Min Rc cq = 1A Load Duration: 1.25 BCDL: 5.0 sf 5.0 P MW FRS Parallel Dist: 0 to N2 TPI 2014 Max BC CSI: 0.932 Bearings B & L are a rigid surface. Spacing: 24.0' C&C Dist a: 3.87 If Facftl� Rep Fac: Yes Max Web CSI: 0.932 Bearings B & L require a seat plate. ,., Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Pie (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 2309 -2307 Lumber B-C 2406-2779 H-1 2270 -2394 C-D 1960-2167 I-J 1998 -2131 Top chord 2x4 SP#1 D-E 1988-2130 J-K 1961 -2168 Bot chord 2x4 SP#1 Webs 2x4 SP #3 E - F 2231 .2343 K - L 2406 -2779 t F - G 2261 -2247 L - M 27 0: Bracing (a) Continuous lateral restraint equally spaced on Maximum Sot Chord Forces Per Ply (Ibs) member. Or 1x4'T" reinforcement. 80% length of Chords Tens.Gomp. Chards Tens. Comp. web member. Same species & SRB grade or better, attached with Bd Box or Gun (0.113"x2.5',min.)nails B-W 2427-1929 R-.P 12 -10 @ 6° cc. , W - V 2424 -1929 P - O 2424 -1924 V - U 2424 -1929 O - N 2424 -1924 Wind tltlfdlryr U-T 11 -9 N-L 2427 .1924 Member design based on both MWFRS and C&C. _al��Ct_�l5bv�f._ S-O 1848-1125 i� Maximum Web Forces Per Ply (Ibs) . Webs Tens.Comp. Webs Tens. Comp. NO 047282 ��10cC W-C 282 -6 G-Q 941 -1008 * e C-U 696 -618 O-R 10 -1 U-E 541 -729 O-H 165 -18 STATE 0 U-S 2156-1531 O-1 508 -245 E - S 282 -13 O - P 2218 -1594 F - S 178 -16 I - P 632 -844 lriAl Al_�.♦ S-T S-G 22 -1 908 -988 P-K K-N 688 282 -617 -6 SOm58562a5D309C3GA4Df OE I96Bm F9 ew�vv fro+^ammrsmu.an�annet x w.u.Nftnlmweam,mo6m �m{a WYi ma3a,team,,,u. rtfi:rdt¢1f dVnfuaen4sanpmi,tbaCsyu4rdwtrl NMtvYi WMtb'JM(m1eYi![DawtlPIMM/IORNI[ *'IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS SEQN: 667768/T7/SPEC PIy:1 Job Number: 36CS00070 'I FROM: AH Gty: 2 4EAB Aria "C" /DR Horton /4EA13 Aria "C" ,DR Horton DRW: Wgt: 224.0 lbs I Truss Label: A2 / ... 08/08/2019 _ 6'4.6 7j 14'49 19' 243.9 M 32'3.6 38'8• 6'4.8 +1'6 6.5.14 4'T9 + 53'9 + CS•14 +IN 6-4'6—D 921(4 a4X6 -U4 =3x6 =3X4 =4X6 I92X4 SEAT PLATE REO. SEAT PWTE REQ. 36'8• Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing 10I0@94 2 62.12 4 400'54fi26'832s4 F 3e1' F Wind Criteria Wind Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: It EXP:C Kw: NA Mean Height: 15.00 tt TCDL: 4.2 psf BCDL: 5.0 pet MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.87 ff Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113•x2.5",min.)nails @ 6• oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Cl: NA CAT: NI Pf: NA Go: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Fee: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Detl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.176 N 999 240 VERT(CL): 0.315 N 999 180 HORZ(LL): 0.074 L - - HORZ(TL): 0.132 L - - Creep Factor: 2.0 - Max TC CSI: 0.7,3 Max BC CSI: 0.583 Max Web CSI: 0.931 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 No 047182 STATE. OF n m.ucwuxt.. m.emm..ar .�r..w.. as snown aoove ano on ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Lac R+ /R- /Rh /Rw /U /RL B 1606 /- /- /934 /684 /427 J 1606 /- /- /934 /684 /- Wind reactions based on MWFRS B Brg Width =8.0 Min Req=1.9 J Brg Width = 8.0 Min Req = 1.9 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 F-G - 1751 -1841 B - C 2378 -2955 G - H 1962 -2321 C - D 1935 -2359 H - 1 1935 -2360 D - E 1962 -2320 I-J 2379 -2956 E-F 1751 -1841 J-K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords. Tens. Comp. B-R 2%3-19M O-N 2009 -1312 R - Q 2580 -1903 N - M 2581 -1901 Q-P 2580-1903 M-L 2581 -1901 P-0 2008-1297 L-J 2584 -1900 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R-C 278 -5 O-G 803 -755 C-P 689 -603 G-N 460 -267 P-E 460 -267 N-1 639 -603 E-O 803 -764 I-L 278 -6 O- F 1370 -1239 SEON: 667766/T6/HIPS Ply:1 Job Number: 36CS00070 FROM: AH Oty:2 4EAB Aria "C"/DR Horton/4EAB Aria "C",DR Horton DRW: Wilt: 247.81bs I Truss Label: A3 ... / ... 08/08/2019 6'4'9 IT10"B 14'4°8 1T 21'6' + 24'3"8� 30'9"7 �3Z3'7 38'6" 6'4°9 1'6• 55'15 2'7'8 4'8' 2'7.8 TPI"5 1'6• 6'4'9 e5X8 e5X6 F G N2X4 =4X6 =Ul =U,l =3X8 �U,t ®U(5 II2X4 SEAT PIATE REQ. SEAT PLATE REQ. — 1' 6'2"13 5'9"3 2'1' 2'11" 4'6'4 3'0"12 2'1" 59"3 F I 6'2"13 F 12, +14'7+ 1T 21'64 1 247' 126.8"I 32'S"3 Loading Criteria (ps0 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 Bracing Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II E%P: C Kzt: NA Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 Pat MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.87 it Loc. from endwail: Any GCpi: 0.18 Wind Duration: 1.60 (a) Continuous lateral restraint equally spaced on member. Or 1x4'T" reinforcement. 80 % length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails Cm 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42%high x 24"-w1de clearance. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NP Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.162 R 999 240 VERT(CL): 0.297 R 999 180 HORZ(LL): 0.069 M - - HORZ(TL): 0.126 M - - Creep Factor: 2.0 Max TC CSI: 0.773 Max BC CSI: 0.561 Max Web CSI: 0.948 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 I 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1566 /- /- /940 /695 1385 K 1563 /- /- /940 /695 /- Wind reactions based on MW FRS B Big Width =8.0 Min Reg =1.8 K Brg Width =8.0 Min Req=1.8 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. A- B 27 0 G- H 1907 -1945 B - C 2360 -2874 H -1 1943 -2219 C-D 1916-2266 I-J 1916 -2258 D - E 1943 -2227 J - K 2361 -2666 E- F 1920 -1966 K- L 27 0 F - G -1742 -1692 Maximum But Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-T 2511 -1918 P-0 1919 -1330 T - S 2508 -1918 O - N 2501 -1934 S - R 2508 -1918 N - M 2501 -1934 R-O 17-1314 M-K 2504 -1934 11 A�dd iddd M ++''!! d O - P 169697 -1028 F. H$"�'..,���w,,, Maximum Web Forces Per Ply (Ibs) 1\>J` Webs Tens.Comp. Webs Tens. Comp. MO 047182 " •: y}�, T-C 281 -5 P-G 707 -721 * . C-R 691 -616 P-H 810 -651 �+ R - E 433 -267 H - O 430 -263 STATE OF E-O 818 -656 O-J 692 -617 F-O F- P 732 -761 213 -208 J-M 281 -5 e001a8591a50aD9C%RepEpE 194aEDF9 irvw.y, W^a=xa wepuxmu+nnet n tt4icaa>W Imb6se,MuaLwa u*tafrri a Us+vaera,aabe. rm.4apiiavaeo�,.s.amowmunee: iyear wire aMM IwY1+aamtritlwtrcYmKMv,YaianxTYuao4 amin. , on build the SEO667770/T5/HIPS Ply:1 Job Number: 36CS00070 I FRN: OM: AH Oty: 2 14EAB Aria "C" /DR Horton /4EAB Aria "C",DR Horton DRW: Wgt: 259.0 lbs I Truss Label: A4 / .. OB/08/2019 6'4'9 T70'p 15' 19'6' 23'8' 26'3'8 NA17 32'3'IS 38'8' r 5.4.y 'I-1-6 — T1.� 1 4.4. �I' 4�4. '� 2,7.8 I 4.5.15 -I-1�1 05x8 112x4 ftSx8 c r, u SEAT PLATE REQ. SEAT PIATE REQ.. Loading Criteria (psq TOLL: 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 38'8' 6'2'13 5'93 2'1" 4W 4'4' 3' S'9'4 6'292 11' 6'2'13 I iz' F 14'1 " 11 n 19'4' F 23'8' I' 26'8' 32'S'4 + 3 'I 5 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 it TCDL: 4.2 psi BCDL: 5.0 psi MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.87 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Bracing (a) Continuous lateral restraint equally spaced on member. Or ix4'T" reinforcement. 80 % length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5',min.)nails 6" oc. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NP Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fee: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.164 S 999 240 VERT(CL): 0.288 S 999 180 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1523 /- /- /938 /697 /345 HORZ(LL): 0.064 N - - L 1523 /- /- /938 /697 /- HORZ(TL): 0.120 N - - Wind reactions based on MWFRS Creep Factor: 2.0 B , Brg Width = 8.0 Min Req = 1.8 Max TCCSI: 0.890 L Brg Width =8.0 Min Req=1.8 Max BC CSI: 0.578 Bearings B & L are a rigid surface. Max Web CSI: 0.956 Bearings B & L require a seat plate. Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.02.1208.15 I A-B 27 0 G-H 1848 -1853 B - C 2340 -2781 H -1 1979 -2009 C - D . 1906 -2171 1-1 2050 -2248 D-E 1933-2132 J-K 2031 -2287 E - F 2248 -2082 K - L 2304 -2751 F-G 1848-1853 L-M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 2428 -1934 O - P 1755 -1191 U-T 2425-1934 P-0 1964 -1459 T - S 2425 -1934 O - N 2393 -1906 S - R It�4e. R - 0 1842 -1298 1768 -1189 N - L 2396 -1906 Maximum Web Forces Per Ply (Ibs) •' �� Webs Tens.Comp. Webs Tens. Comp. NoOd7i02 r =1&� U-C 279 -4 O-H 256 -214 C-S 694 -618 P-1 673 -526 S-E 460 -216 H-P 547 -620 �f� STATE OF akj E-R 1130 -774 1-0 353 -265 � F - R 797 -1190 O - K 549 -476 1114, K - N 237 .8 0 G - 0 228 -234 mmsassrssosozescAacEoe nramrs p 1R.1tm]SNrm W 'ub�lw�Scv�,l1@! Wi cUmYvam,io-'m RihO[K�=rd WadmneNAaf WW4rt06iY=Nualet a+d W Vi3acSavYab-n{�IutYvhbns{xWmKi INSTALLERS $EON: 667757 / T4 / HIPS Ply: 1 Job Number: 36CS00070 FROM: AH Oty: 2 4FAB Aria'C° [DR Horton 14EAB Aria "C" ,DR Horton DRW: Wgt: 212.8 lbs Truss Label: A5 / ... 08(08/2019 6'49 13' 19'4° 25'8' 1 '3'7 38'8' rL' 6'4'9 1 6'7.7 6.4. 6'4' 1 67-7 6'4'9 05X8 m2X4 =5X8 D E F m2%4 = X4-3X6 35Q3 -3%6113X4 m2X4 SEAT PLATE RED. SEAT PLATE RED. 38'8" F1. 6'2'13 6'9°3 1' 5'4° 5'4' 7'6'2"13 7i 6'2"13 1'1 14 19'4" 24'8' 25' ' 32'S'3 38'8" Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Criteria Wind Std: ASCE 7-10 Speed:160 mph Enclosure: Closed Risk Category: If EXP: C Kzt NA Mean Height: 15.00 tt TCDL: 4.2 psf BCDL 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.87 ff Loc. from endwall: Any GCpi: 0.18 ' Wind Duration: 1.60 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42%high x 24"-wide clearance. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf In PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Mist; Criteria B";g Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell V# VERT(LL): 0.182 E 999 240 VERT(CL): 0.324 E 999 180 HORZ(LL): 0.074 J - HORZ(TL): 0.131 J - - Creep Factor: 2.0 Max TC CSI: 0.718 Max BC CSI: 0.576 Max Web CSI: 0.555 Mfg Specified Camber: VIEW Ven 17.02.02.1208.15 ffflrt, ; 0 UA Wp156581a'ASD9CRA60EDE Tl63m Fe. NpLLLNJIII{maLL tb�llaw eNNvyyii"{W.i y„M; Rn�moiuiwaY. NdRdflpviel Wff%veNdaal WL4fQvpbQtll Wktl ud tla Y W I �M.Mka'immh rvxt M rYaa m aoY Vlmw,K nIhr�anDlsonsoaEa ues i ♦Maximum Reactions (Ibs) Gravity Non -Gravity Lac R+ /R- /Rh /Rw /U /RL B 1616 /- /- /931 /699 1304 H 1616 /- (- /931 /699 /- Wind reactions based on MW FRS B Brg Width =8.0 Min Req=1.9 H Brg Width =8.0 Min Req=1.9 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (the) Chords Tens.Comp. Chords Tens. Comp A- B 27 0 E- F 2012 -2366 B - C 2330 -2952 F - G 1980 -2452 C - D 1980 -2451 G - H 2330 -2953 D- E 2012 -2366 H- I 27 0 Maximum Boll Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P .2576 -1921 M - L 2118 -1370 P - O 2573 -1922 L - K 2118 -1370 O - N 2118 -1354 K - J 2574 -1938 N-M 2118-1354 J- -H 2577 -1937 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P-C 247 -4 M-F 355 -295 C - O 629 - 505 K - G 629 -505 D-O 437 -281 F-K 437 -281 D - M 356 -295 G -J 247 .6 E - M 302 - 344 failure to build the {g or cover pa e„ wn. The sui ability BEGIN: 6677551 T3/HIPS Ply:' Job Number: 36CS00070 FROM: AH Cry:2 4EAB Aria"C°/DR Horton/4EAB Ada°C",DR Horton DRW: Wgt: 217.0 lbs I Truss Label: A6 / .. 08/08/2019 21' 19-3.15�8 2'1 i13 � 371'7 T7 a + 38s66"99 16r1' i e5xB 012X4 =3X4=3X6 M2X4 D E F G H Wqx I —12 6� m a3X40 J@3X4 0 Ih ie4X6(A2) B K-4L6(A2) 3a T S R O P O N M 112X4 ==3X4 =3X6 =3X8 =3X8 =3X6 =3X4 M2X4 SEAT PLATE REQ. SEAT PLATE REQ. 38W Loading Criteria (ps0 TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 50.00 Sell it; 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 62'13 i 49°3 3 + 26°1I 5712 { 26'3 { 3 49'3 } 6213 *1� 6'2'13 11' 14' 16'6'1 El'43 24'8" 27'8' 32'S'3 38'8' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzb NA Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psi MWFRS Parallel Dist:0 to h/2 C&C Dist a: 3.87 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf In PSF) Pg: NA • Ct: NA CAT: N) Pf: NA Go: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Cade: FBC 2017 RES TPI Std: 2014 Rep Fao: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Deff/CSI Criteria PP Deflection in lac Udefl L/# VERT(LL): 0.178 F 999 240 VERT(CL): 0.333 F 999 180 HORZ(LL): 0.066 M - - HORZ(TL): 0.124 M - - Creep Factor: 2.0 Max TC CSI: 0.551 Max BC CSI: 0.449 Max Web CSI: 0.537 Mfg Specified Camber: VIEW Ver. 17.02.02.1208.15 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1523 /- /- /918 /701 /263 K 1523 /- /- 1918 /701 Wind -reactions based on MWFRS B Brg Width =8.0 Min Req=1.8 K Brg Width =8.0 Min Req=1.8 Bearings B & K are a rigid surface. , Bearings B & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 2217 -2472 B - C 2310 -2734 H - 1 2217 -2472 C - D 2086 -2360 I - J 2086 -2360 D - E 2217 -2472 J - K 2310 -2734 E- F 2217 -2472 K- L 27 0 F - G 2217 -2472 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 2377 -1894 P - O 2058 -1489 - T-S 2375-1895 O-N 2058 -1489 S - R 2058- -1473 N - M 2374 -1911 1111111111 8 11, R - O 2058 -1473 M - K 2377 -1910 ill O - P 2493 -1725 ��RT��yb Q`, E. Maximum Web Forces Per Ply (Ibs) •• . Webs Tens.Comp. Webs Tens. Comp. • Fd80 OrEN7182 T-C 202 -e F-P 100 -91 # C - S 510 - 384 H - P 257 -264 D-S 365 -297 P-1 588 -483 9 STATE OF D - 0 588 -483 I - N 365 - 297 i0% l(t�ft L 1'h7raQ:•`.*a. E-Q Of- F 256 -264 100 -92 N-J J - M 510 -383 202 -10 G0g1595a285e3e9CYMOFOE]96Bm F9 dnuyvu �sy aanvaapruuneunwr• A flb YLN]]Y{Ytlf4tlNtlY WMNW 4LLt ' RtTbm4:.ib]b rmo-awva»eaeu+w uawa.�t. emwa,a wea K�Esw.iw6vnml>,mwmnN�Nvm+K'�wve 4 ¢pht. T SEON: 667753/T2/HIPS PIy:1 Job Number: 36CS00070 .I FROM: AH Oty: 2 4EAB Aria "C" /DR Horton /4EAB Aria "C" ,DR Horton DRW: Wgt 218.4 Its Truss Label: A7 / ... 08/08/2019 T a l� SEAT PIATE RED. 2� 3'4'4 4F 281- 2.32388 54°8 9'78 312 5'04382 .7{' 638'88° —I 05XB �3X4 112X4=4X6 3X4 m 2X4 =3X4 FEAG =3X4 a3X8 =3X4 M3X6 �3X4 112X4 SEAT PLATE RED. 1' 6'2'12 2'9'4 3' 5'3'12 5'3'12 2'0'4 2'9°4 6'2'12 1' { 6'2"12 + 9' + 12' 2�04�r 1B4 i 247"12 +26'8' 3 i 32'5'4+ 3a8' F 1' 4'0"4 F 2918" Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf In PSF) Deft/CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Cb NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: . 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.226 F 999 240 Lee R+ / R- / Rh / RW / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.422 F 999 180 B 1523 /- A /900 1703 /222 BCDL: 10.00 Risk Category: It Snow Duration: NA HORZ(LL): 0.071 M - - K 1523 /- /- /900 /703 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.132 M - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 It Code / Criteria Creep Factor: 20. B Br Width = 8.0 Min Re 1.8 9 q = Soffit: 2.00 TCDL: 4.2 sf P de: Bldg Code: FBC 2017 RES Max TC CSI: 0.551 K Width Min Req = 1.8 Load Duration: 1.25 BCDL: 5.0 lost MW FRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.468 ing are Bearings B 8 K are i rigid surface. Bearings B & K require a seat plate. Spacing: 24.0 ° C&C Dist a: 3.87 It Rep Fee: Yes Max Web CSI: 0.582 Loc. from endwaldwall: Any FTlRT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ihs) GCpi: 0.18 Plate Type(s): Chards Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver: 17.02.02.1208.15 A-B 27 0 G-H 2581 -3077 Lumber B-C 2295-2726 H-1 2452 -2S41 C-D 2205-2485 I-J 2205 -2485 Top chord 2x4 SP#1 D-E 2452-2841 J-K 2295 -2726. Bot chord 2x4 SP#1 Webs 2x4 SP#3 E-F 2581 -3077 K-L 27 0 F - G 2581 -3077 Wind Member design based on both MW FRS and CBC. Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 2368 -1874 O - P 2872 -2051 U - T 2366 -1874 P - O 2188 -1602 T-S 2188-1586 O-N 2188 -1602 S - R 2183 -1686 N - M 2356 -1890 {{{{11111fpt R-0 _ 2872-2035 M-K 2368 -1890 any 0 STATE OF R j0.1YNiW I4MdW IbYiMnaOgl Y41 RNvtlCa6T1Oq. RY.4CYgYid Vt6mnaGYicpCnLL5ae0puSY4 u)YE �MeefrAl YAL4b'JudmmY0.+nW-0m W dn�vNs ALL NOTES ON THIS DRAWING[ Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. U-C 163 -12 O-H 276 -243 C-T 448 -276 H-P 459 -487 D - T 303 - 354 P -1 881 -684 D-R 881 -683 N-J 448 -276 R-E 459 -487 I-N 304 -354 E-O 276 -243 J-M 163 -14 F-0 258 -266 failure to build the wn r Thersuatgahility SEON: 667751/T19/HIPS Ply:1 Job Number: 36CS00070 FROM: AH Cry: 1 4EAB Aria "C' /DR Horton /4EAB Ada "C' ,DR Horton DRW: Wgt: 211.4 lbs I Truss Label: A9G / ... 08/06/2019 T T I 126'4 I FI 2 +88' 54 3 '6Z" 51684 T l =6X8 D —6XB(TC3)_ E6X6 _G_ ___H—_ —_ I O P 0 N M R—IL K I —I V IO2X4 E5X6=H0308 E6X12 atH0308=5X6 1112X4 SEAT PLATE REO. SFAT PLATE REQ. SEATPIATEREO. 26'4' 124' 1' 6'10'4 5'4' 1'9'1 5'4" 1'99$ 5'4" 6'10'4 t' F 6'10'4 I 12'2'4 14' 1� 9 - 24'8' +26>? 2 31'9'12 + 38'B' -F Loading Criteria (ps0 TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 it TCDL: 4.2 psi BCDL: 5.0 psi MWFRS Parallel Dist:0 to h/2 C&C Dist a: 3.87 it Loc. from endwall: NA GCpI: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #1 'TC2, TC3 2x6 SP #1: Bol chord 2x4 SP #1 Webs 2x4 SP 93:W42z4 SP #1: Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4'T" reinforcement. 80 % length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",m1n.)na(ls @ 6" oc. Plating Notes (") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading #1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Pg: NA Cb NA CAT: W Pf: NA Ge: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE, HIS Deg/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.154 D 999 240 VERT(CL): 0.291 D 999 180 HORZ(LL): 0.044 N - - HORZ(TL): 0.083 N - - Creep Factor: 2.0 Max TC CSI: 0.764 Max DC CSI: 0.875 Max Web CSI: 0.729 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 No 047t62 STATE OF <omsasamsososcicaaoece »sem rs w Pr.�t«rlvlmw9ae4saaiaw,eyaws anwueTmes r,v�ea�aanea.Ra+woa�uta.aget>,r.ute M tla uws..Mrv�wm.nm,eretManrmw.{.au,00i: ,umu as T N io Ip ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1764 /- /- /- 1813 /- R 4125 /- /- /- 11842 /- 1 228 /- /- !- 1128 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 2.1 R Brg Width=8.0 Min Req=4.9 1 Brg Width =8.0 Min Req=1.5 Bearings B, R, & I are a rigid surface. Bearings B, R, & I require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 27 -20 F - G 878 -1948 B - C 1494 -3272 G - H 1884 -637 C - D 1505 -3364 H - 1 256 -151 D-E 878-1948 I-J 27 -20 E - F 878 -1948 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - O 2857 -1281 N - M 713 -1657 O - P 2832 -1276 M - L 713 -1657 P-0 3367-1527 L-K 90 -191 O - N 3367 -1527 K -1 84 -163 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp O-C 611 -117 N-G 4041 -1783 C - P 639 -275 G - L 1476 -2694 P - D 286 -62 L - H 900 -2042 D - N 728 -1590 H - K 666 -147 E-N 646 -797 failure to build the Ig or cover pa win.The sul a%fifty SEQN: 667782 / T23 / SPEC Ply: t Job NT In 36CS00070 FROM: RS Cry: 1 4EAB Aria "C" /DR Horton /4EAB Aria "C" ,DR Horton DRW: Wgt: 208.61bs Truss Label: ABG / ... OB/08/2019 1� 665� T 11'10'15 13'7" 1 2110,11 21' 26'4' 29' 33'6'12 388" T 4'10'15 1.8.1 4'6'11 5'4° 2'8° 4'6°12 5'1"4 I _5X6 T o5X8 =04=3X6 m5X6 / 12 C D E F G H T 6 J 4X6AA2) 8 K=3L6(Al) 11 T SFF O P N M =3X4(") 104X4(R) =6X8 UO=3X6 aMli S1DiTPL1JkMREO. SF TP 1 et!A1 SATE REO. SEAT PLATE REQ. l 21' --4'4' ik 12'8" FT} T7°12 45'4 sue_ _ __ 493 5 y j2 98 T7°72 N-7 4 1�6'2"13 21' �26'2°4 �68° 24 386" F 29' Loading Criteria (psg 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 Kzt: NA Des Ld: 37.00 Mean Height: 15.00 it NCSCLL: 10.00 TCDL: 4.2 pet Soffit: 2.00 BCDL: 5.0 list Load Duration: 1.25 MW FRS Parallel Dist: 0 to h/2 Spacing: 24.0 ° C&C Dist a: 3.87If Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chard 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2k4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1 x4 "T" reinforcement. 80 % length of web member. Same species & SRB grade or better, attached with ed Box or Gun (0.113"x2.5",min.)nails (_1a 6" ac. Special Loads ------(Lumber Dur.Fac. 1.25 / Plate Dur.Fac. 1.25) TO: From 56 plf at -1.00 to 56 plf at 7.00 TC: From 28 pit at 7.00 to 28 plf at 19.06 TC: From 56 plf at 19.06 to 56 pit at 39.67 BC: From 4pit at -1.00 to 4 plf at 0.00 BC: From 20 pif at 0.00 to 20 pit at 7.03 BC: From 10 plf at 7.03 to 10 plf at 19.06 BC: From 20 plf at 19.06 to 20 pit at 38.67 BC: From 4 plf at 38.67 to 4 plf at 39.67 TO: 200 Ile Conc. Load at 7.03 TO: 1711b Cone. Load at 9.06,11.06,13.06,15.06 17.06 TC: 174 to Cone. Load at 19.06 BC: 513 lb Conc. Load at 7.03 BC: 127 lb Conc. Load at 9.06.11.06,13.06,15.06 17.06,19.06 Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf In PSF) Pg: NA Ct: NA CAT: NA Pt: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Cade: FBC 2017 RES TPI Std: 2014 Rep Fee: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell 1J# VERT(LL): 0.083 S 999 240 VERT(CL): 0.157 S 999 180 HORZ(LL): 0.031 P - - HORZ(TL): 0.058 P - - Creep Factor: 2.0 Max TC CSI: 0.659 Max BC CSI: 0.614 Max Web CSI: 0.984 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 All plates are 2X4 except as noted. ('°) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. No 047182 9_ STATE OF aomsassls sososcxA4oe oETsm mrs N I0. YLN]Lr{N W YaL NdedIM>+/a4Y.1 ..wenrram,.N. muaal+.d aeec,ne+aalm�.e wv=N ma aM O1 WMZ wae.MbVmmNmW NN�lu1 m MyumN �N. T rn 1 ♦ Maximum Reactions (Ibs), or'=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1506 /- /- /- 1736 /- P 3051 /- /- /- /1518 /- P° 24 /-2 /- 112 /- /- U 273 /-171 /- /- 1129 /- K 381 /- /- /- /169 /- Wind reactions based on MW FRS B Big Width =8.0 Min Req=1.8 P Big Width =8.0 Min Req=3.6 P Big Width =52.0 Min Req= - U Big Width=8.0 Min Fact =1.5 K Big Width =8.0 Min Req=1.5 Bearings B, P, P, U, & K are a rigid surface. Bearings B, P, P, U, & K require a seat plate. Maximum Top Chord Forces Per Ply (Iles) Chords Tens.Comp. Chords Tens. Camp:. A - B 27 -20 G - H 1458 -742 B - C 130B -2573 H - I 218 -164 C - D 1065 -2220 I - J 220 -176 D-E 452-1011 J-K 159 -303 E-F 452-1011 K-L 27 -20 F-G 145B -742 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-T 2317-1110 P-0 657 -116B T-S 2345-1116 O-N 323 -576 S - R 2184 -1059 N - M 323 -576 R-0 2184-1059 M-K 272 -101 Q-P 904 -411 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-T 6B7 -155 G-P 320 -409 C-S 65 -174 P-H 497 -1063 S-D 435 -70 O-H 167 -288 D - Q 785 -1539 H - M 787 -360 Q-F 1329 -512 M-J 23B -351 F - P 1473 -2965 I - M 259 -275 INSTALLERS / is [Installers shall providestef porar g no bottom chord shall have a pro9eryly ed r CSI s ctiens B3, B7 or 10, I. IPnless noteed otherwise. peter to failure to build the Hn r The rsui[ebility SEON:667777/T18/COMN Ply:t Job Number:36CS00070 FROM: AH Gry: 3 4EAB Aria'C" /DR Horton /4EAB Aria'C°,DR Horton DRW: Will: 93.8 lbs Truss Label: 31 / ... 08/08/2019 Loading Criteria lost) TCLL: 20.OD 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 " 6'4'8 9'e' 12,'11'8 18' F 6'4'8 F 3'3'8 + 3'3'8 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 12'8' i S'4' F1, 6'2"12 3'S"4 2'4' 1'1'4 4'10'12 6'2'12 9'8' I 13'1' 18' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.001t TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 If Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Webs 2x4 SP #3 :Rt Slider 2x8 SP #1: BLOCK LENGTH = 1.500' Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)110(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): -0.036 F 999 240 VERT(CL): 0.026 F 999 180 HORZ(LL): 0.022 F - - HORZ(TL): 0.024 F - - Creep Factor: 2.0 Max TC CSI: 0.395 Max BC CSI: 0.292 Max Web CSI: 0'180 Mfg Specified Camber. VIEW Ver: 17.02.02.1208.15 60015a5aID5e309CXM0EDF r96BFa F9 xw.�curml.em.emmo.m...nt. r,wi u�wuomaa. xaaeeryw dvaaaw.unuawmuumaAp.s.mwrea am tl. uua+awvtiaw. m.v w,„rta a ew�urw+. cs�... ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 618 1- 1- 1379 /296 /194 1 438 /- /0 /300 /153 /0 L 366 A A 1233 /195 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 I Brg Width =8.0 Min Req =1.5 L Brg Width = 8.0 Min Req = 1.5 Bearings B, I, & L are a rigid surface. Bearings B, I, & L require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 D- E 686 -447 B-C 818 -807 E-F 605 -378 C-D 648 -454 F-G 617 -418 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B-K 661 -658 1-H 619 -813 K - J 658 - 657 H - G 303 -400 J-1 309 -4D6 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K-C 234 -44 J-E 227 -136 C-J 495 -420 E-H 330 -309 D-J 226 -393 SEON:667733/T17/GABL Ply:1 Job Number:36CS00070 FROM: AH Oty: 1 4EAB Alia'C" /DR Horton /4EAB Aria'C' ,DR Horton DRW: Wqt: 119.0 lbs Truss Label: 82GE / .. 08/08/2019 i 1 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 Z� --1'8'--)- 1'4--{ (IYP) F t. Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 it 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. Loading Gable end supports B" max rake overhang. Top chord must not be cut or notched. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. 9'8, 194' 19'4' Snow. Criteria (PgPf in PSF) Defl/CSl Criteria A Maximum Reactions (lbs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0.023 S 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.035 S 999 180 B- 91 /- P 153 139 116 Snow Duration: NA HORZ(LL): 0.016 M - - P' 168 P P /121 191 P HORZ(TL): 0.020 M - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Brg Width =156 Min Req = - Bldg Code: FBC 2017 RES Max TC CSI: 0.157 P Brg Width = 24.0 Min Req = - TPI Std: 2014 Max BC CSI: 0.130 Bearings B & O are a rigid surface. Rep Fac: Yes Max Web CSI: 0.106 Maximum Top Chord Forces Per Ply (lbs) FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A-B 27 0 1-1 384 -85 WAVE VIEW Ver: 17.02.02.1208.15 B-C 169 -190 J-K 341 -108 C-D 169 -171 K-L 233 -56 D - E 205 -151 L - M 203 -76 E-F 252 -131 M-N 177 -99 F-G 300 -110 N-O 141 -121 G-H 351 -89 O-P 37 -80. H-1 401 -87 No 047102 * STATE OF eDp15a5818509D9C8e4aDEOE]968mF9 YvvsW I4w tY,"mpum'nns,nG n IM1YCUnulmm,dmYm+Jaw�rauu.t oaxae�aecr«r<mtaseammevaam+erd wea w m o-a4 am�woemma,Mn a wea m+ailmims Maximum Bot Chord Forces Per Ply (lbs) . Chords Tens.Comp. Chords Tens. Comp B-AC 194 -182 ' W-V 65 -22 AC -AB 196 -183 V-U 64 -22 AB -AA 197 -185 U-T 64 -21 AA-Z 198 -185 T-S 61 -21 Z-Y 198 -186 S-R 65 -21 Y-X 199 -185 R-O 66 -21 X-W 199 -187 O-P 79 -14 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. Gables Tens. Comp. C-AC 112 -55 V-J 145 -28 D -AB 107 - 75 U - K 282 -198 E-AA 99 -73 T-L 70 -31 F-Z 100 -73 S-M 66 -25 G-Y 154 -74 R-N 86 -27 H-X 187 -82 O-O 323 -189 I-W 40 -242 a to build the cover p The suaie bility R SEON: 667734 / T9 / GAEL I Ply:1 IJob Number: 36CS00070 FROM: AH Oty: 1 4EAB Aria "C" /DR Horton /4EAB Aria "G",DR Horton DRW: Wgt: 43.4 lbs I Truss Label: C7 GE . / ... 08/08/2019 Loading Criteria (psq 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' Top chord 20 SP #1 But chord 2x4 SP #1 Webs 2x4 SP #3 4,2:: 1 1'6" --- 1'4" — { (TYP) E=4X4 SEAT PLATE REQ. SEAT PLATE REQ. 8'4" 1� L 8-4 8'4" Wind Criteria Wind Std: ASCE7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL• 4.2 psf BCDL: 5.0 psf MW FRS 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. Loading Gable end supports 8° max rake overhang. Top chord must not be cut or notched. Wind Member design based on both MW FRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0.018 K 999 240 LOG R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.014 M 999 180 B 375 /- /- /251 /173 1118 Snow Duration: NA HORZ(LL):-0.009 D - - H 375 /- /- /251 /173 /- HORZ(TL): 0.009 D - - Wind reactions based on MW FRS Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req - 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.227 H Brg Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.123 Bearings B & Hare a rigid surface. Rep Fac: Yes Max Web CSI: 0.058 Bearings B & H require a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top CForces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. p. Chords Tens. Comp. WAVE VIEW Ver: 17.02 02 1208 15 A -B : 27 0 E-F 573 -349 B-C 499 -386 F-G 531 -368 C - D 530 -36B G - H 500 -386 D- E 573 -349 H- 1 27 0 r No 047102 tr '4 ,9 STATE OF GBa15B581a 50aa9CBCA6ef DE 196BW F9 NY. aaN"W ar �n mtl Nag (� M+W n uauu{ N @-YCN>lfCYr W 16,biaeGav'etr Wt MLQ[ryTNIKCQCCN�SM A"N 4TQSxYC11BYQN WbQ am UYlrLlw[6MIOYa,KLmJ[M WYalp Mutllmi cWr. Maximum Bot Chord Forces Pe Chords Tens.Como. Chords B-N 316 -282 L-K 313 -272 N-M 315 -276 K-J 315 -278 M-L 313 -272 J-H 316 -285 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp C-N 91 -15 K-F 148 -36 D-M 14B -36 J-G 91 -15 E - L 152 - 237 the SEON: 705199/T1/VAL PIy:1 Job Number: 36CS00070 FROM: JAM Oty: 1 4EAS Aria "C" /DR Horton 14EAB Aria 'C' ,DR Horton DRW: Wqt: 23.8 lbs Truss Label: MV6 ... / ... 08/08/2019 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 i 6-1" Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: Any GCpt: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Right end vertical exposed to wind pressure. Deflection meets U240. Additional Notes See DWG VAL160101014 for valley details. 6'1" 6-1- Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA CC NA. CAT: NA PP Deflection in too Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.022 C - HORZ(TL): 0.023 C - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.565 TPI Std: 2014 Max SC CSI: 0.473 Rep Fac: Yes Max Web CSI: 0.408 FT/RT:20(0)/10(0) Mfg Specified Camber. Plate Type(s): WAVE VIEW Ver: 18.02.01A.0205.20 No 047189 '0 9 t STATE Of xamsasamsomxs<psoeoe7ssam Fs roaaa[=q Vrt,emeuaaMOaew, Y,nw,. R (0.1k.NriYIw MLV YTai� wttbjirxMi MmlkaN,- fe'u. Mn!Nr[phi altlislrsnewaw.ttmWSn.0 qp�t W ,R4G a e.. zi.mw,=eamm.a.ra wxu m sr x.u.,x mei.. ♦Maximum Reactions (Ibs), or'=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL D' 74 /- /- /53 /30 /28 Wind reactions based on MWFRS D Brg Width = 73.0 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Fo,ues Per Ply (Ibs) Chords Tens.Comp. A - B 56 -249 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - C 376 -50 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-C 416 -143 of failure to build the or cover pa e , n. The sui ability FROM: JAH IOty:t I4EAB Aria"C"/DR Horton/4EAB Aria"C",DR Horton Wot: 75.41bs Truss Label: MV4 Loading Criteria (ps0 Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 D Des d:: Mean Height: 15.00 ft .00 TOOL: 4.2 psi Soffit: 2.00 BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist:0 to h/2 Spacing: 24.0" C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bar chord 2x4 SP #1 Webs 2x4 SP 43 Wind Member design based on both MWFRS and CBC. Right end vertical exposed to wind pressure. Deflection meets U240. Additional Notes See DWG VAL160101014 for valley details. R i 4,1„ 4,1„ 417, Snow Criteria (Pg,Pf in PSF) Def#CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.007 C - HORZ(TL): 0.008 C - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TO C31: 0.244 TPI Std: 2014 Max BC CSI: 0.212 Rep Fac: Yes Max Web CSI: 0.166 FT/RT:20(0)H0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 18.02.01 A.0205.20 j #MAPT`W',�'' No 047182 �R2 STATE OIF apM5aa9ffi Sam9CXA6pE0E9969W F9 •sesrvYOP^arvum W"wumummL R IAIIt NTQ�m W LmalatevGew�aatMi.1 RtlNt4tt+.0h nvnapnauma«u.mxsanmmrutle+rsMeai wwe ,Maros w.r+m=>�ma—"•a..a+imw++.u=�vx T_ N N 1 Of DRW: ... / ... O81O812019 ♦Maximum Reactions (Ibs), or'-PLF Gravity Non -Gravity Loc R+ /R- [Rh /RW /U /RI D' 73 /- /- /52 128 /26 Wind reactions based on MWFRS D Brg Width = 49.0 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 37 -162 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 255 -31 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - C 281 -93 SEQN: 705203/T10/VAL PIy:1 Job Number: 36CS00070 FROM: JAH Qty: 1 4EAB Aria "C" /DR Horton /4EAB Aria "C" ,DR Horton DRW: Wgt: 11.2 lbs Truss Label: MV2 / ... 08/08/2019 Loading Criteria (ps0 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 Kzt: NA Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL 4.2 psi Soffit: 2.00 BCDL: 5.0 psi Load Duration: 1.25 MW FRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 h Loc. from endwall: 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 MW FRS and C&C Additional Notes See DWG VAL760101014 for valley details. of 12 6 B =3X4(D1) T A a 0 CD {` 2-1 2-1" 2,1„ Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Cb NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): -0.023 B 999 240 Lu: NA Cs: NA VERT(CL):-0.026 B 892 180 Snow Duration: NA HORZ(LL):-0.010 B - - ' HORZ(TL): 0.011 B - - Cade / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.087 TPI Std: 2014 Max BC CSI: 0.160 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 18.02.01A.0205.20 N8 047182 it 9's STATE OF <Om0050}90D90 %]Cl�60ECf Jaaf Eo Fa. e�aumt=I q*+am Navwuuu, tlnmu, R1fl-nc Nrlii{NINEf4ftv,�S'wa4.ri W.4t rmad¢yfAOaEt¢nensae¢t¢WMae�rSN fNH 6Ld0 W 2YAlN0'JM(tlHf^Ntb WIMM W,4CRnk ¢Dhi. to THE INSTALLERS ♦ Maximum Reactions (Ibs), or'=PLF Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL D• 75 /- /- 148 /23 /15 Wind reactions based on MWFRS ' D Brg Width =25.0 Min Req=- Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 0 -24 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 104 -7 N a�urv: eonuolimra=anl. FROM: AH Oty: Wgt: aee numeer: aewuuuru 20 4EAB Ana'C'/DR Horton/4EAB Aria'C',DR Horton DRW: Wg t23.8 Ibs Truss Label: EJ7 / ... 08/08/2019 C SEAT PLATE REQ. 1 '+' 7, -1 Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) - TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udall U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA B 336 A /- /259 /117 1173 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL):-0.027 D -• - D' 127 /- /- 1101 120 A Des Ld: 37.00 EXP: C KzC NA HORZ(TL): 0.029 D - C 171 /- /- /91 1133 /- NCBCLL: 10.00 Mean Height: 15.00 it TOOL 4.0 psf Code / Miso Criteria Creep Factor: 2.0 Wind reactions based on MW FRS Soffit: 2A0 BCDL: 5.0 psf Bldg Coda: 2017 RES Max TO CSI: 0.520 B Br Width = 8.0 Min Re 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to ti/2 4 TPI Std: 2014 Max BC CSI: 0.520 D Brg Width =1.5 Min Re g q = - C Brg Width = 1.id Min Req = - Spacing: 24.0' CSC Dist a: 3.00 8 Re Fac: Yes P Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing B requires a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ven 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber Top chord 2x4 SP#1 A-B 27 0 B-C 77 -230 Bot chord 2x4 SP #1 - Maximum B61 Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MW FRS and CBC. B - D 0 0 t No 0494$2 it vc 9 =. STATE OF 6ao15058ffiSalD9C3[MOftx'issamrs Mn�uva�my yW msuyNcrr,usm�i M �LL r+rl®irroramNwa tlwxn4r wl cRWo6n�•Aa ' hYt¢Q491otd 1l8GMLeN i1e614TY1e0! 4l+<!YA NtiS sE tla R6-1 w0tM6`1•ntMa,va[ b PNrb M N{�h]mY fif�Y to Of any al no FROM: AH Loading Criteria (psi) TOLL: 20.00 TCDL: . 7.00 BCLL: 0.00 BCDL: 10.00 Des Let: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0" Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Oty: 1 14EAB Aria "C" /DR Horton /4EAB Aria "C" ,DR Horton Wat: 21.01bs Truss Label EJ7A SEAT PLATE REQ. Wind Criteria Wind Std: ASCE 7-10 Speed; 160 mph Enclosure: Closed Risk Category: II EXP: C KzC NA Mean Height: 15.00 it TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist:0 to h/2 C&C Dist a: 3.00 it , Loc. from endwall: Any GCpi; 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. **IMPORTANT** ri Snow Criteria (Pg,Pt in PSFj Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# .Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): -0.031 C - - HORZ(TL): 0.033 C - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.898 TPI Sid: 2014 Max BC CSI: 0.580 Rep Fee: 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 No 047102 STATE OF Goa15a58}HSD909L3CMaEaF MfiBm H. R j11. aLNAllIp1`�1Y4#tWvwlbor�a9�W41 �Mt rAx[CuiVrelViafeunWrna�mY.4+vL Yp EnlrRtd 1MOY WA-JaM.WSY�MIC�IrMtN WtW M W 4�NatY. THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 8 i I DRW: ... / ... 08/08/2019 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL A 270 /- /- /188 179 1151 C 128 /- /- /104 121 /- B 174 /- /- /95 /135 /- Wind reactions based on MWFRS A Brg Width =8.0 Min Req=1.5 C Brg Width =1.5 Min Req= - B Brg Width =1.5 Min Req= - Bearing A is a rigid surface. Bearing A requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 78 -232 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 FROM: AH Oty: 6 4EAB Aria "C" /DR Horton /4EAB Aria "C",DR Horton DRW: Wilt: 16.8 lbs I Truss Label: Cd5 I ... / ... 08108/2019 Loading Criteria (psi) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NrBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Top chord 2x4 SP #1 Bet chord 2x4 SP #1 SEAT PLATE REQ. Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 it TCDL: 4.2 psi BCDL: 5.0 psi 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 Wind Member design based on both MWFRS and C&C. 3 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.012 D - - HORZ(TL): 0.012 D - - Code / Mlsc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.483 TPI Std: 2014 Max BC CSI: 0.277 Rep Fac: 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 W p15E58ID5p309Ca[KOEOE 144E FOFa' R{a.uewrwlea�rmcuurovn aryawr RbyGtgM W VnQmnW N9N.muay.Led'Y31J 4rLLB mtl De f ✓d.S+ummf uaenad� wY M w,bl m F Jmroi2 r :4� of I o_ ur N 1� ♦Maximum Reactions (Ibs) Gravity - Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 263 /- A /208 /96 1129 D 90 /- /- /70 /13 /- C 119 /- /- /62 /93 /- Wind reactions based on MWFRS S Brg Width = 8.0 Min Req = 1.5 D Brg Width =1.5 Min Req= - C Brg Width =1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 53 -179 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 SEON: 667749/ T13/JACK I Ply:1 Job Number: 36CS00070 FROM: AH City:6 4EAB Ada"C^/DR Horton/4EABAria'C",DR Horton DRW: Wgt: 12.61bs I Truss Label: C43 / ... 08/08/2019 C SEAT PLATE REQ. fi 0 i T to N 3' _I 3' Loading Criteria (Par) Wind Criteria Snow Criteria (PgPf in PSF) Def /CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Cc: NA VERT(LL): NA Loc, R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA B 193 /- /- 1162 /76 /86 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL):-0.003 D - - D 51 /- /- 141 /6 /- Des Ld: 37.00 EXP: C Kzt: NA D - HORZ(T_ C /- /51 /- NCBCLL: 10.00 Mcan Height: 15.00 tt TCDL: psf Code / Misc Criteria Creep Factor: Creep Factor: 2.0 r: 2.0 d r is MWFRS Wind reactions based on MWFRS Soffit: 2.00 5.2 gCOL: 5.0 psi P Bldg Code: FBC 2017 RES Max TC CSI: 0.752 B Br Width = 8.0 Min Re 1.5 g g = Load Duration: 1.25 MWFRS Parallel Dist:O to h/2 TPI Sid: 2014 Max BC CSI: 0.084 D Brg Width =1.5 Min Fact = - C Big Width = 1.5 Min Req = - Spacing: 24.0 ° C&C Dist a: 3.00 h Rep Fee: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing B requires a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp. Lumber Top chord 2x4 SP#1 A-B 27 0 B-C 29 -105 Bar chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and CBC. B - D 0 0 of No 047102 ;e* .fry STATE OF ; j 6FJE41L C +0015958]a5D4D9C![ASDEDEl960m F9 as+mxnncma wM'.ewnattaeem=aua.eciimwt.egnava u.mE rev=wnaammere.m.....ea..e�maw•m,e.0 vam. INCLUDING THE INSTALLERS . Refer to and follow the latest editi not BCSI (Building �ming these functions. Installers shall provide to pora ictural sheathing rind bottom chord shall have a pro pperly Lave bracm installed p r BCSI sections B3, B7 or 810, on the Joint Details, unless noted otherwise. peter to r any deviation from this drawlay, failure to build the nng of trusses. A seal on t1his riraw�ng or cover pa e ansibllitysolelyforthetlesignshown. The suitability SEQN: 667747 / T14 / JACK Ply: 1 Job Number: 36CS00070 FROM: AH Qty: 6 4EAB Aria "C" /DR Horton 14EAS Aria "C' ,DR Horton DRW: With 11.2 lbs Truss Label: CJ1 / ... 08/0812019 Loading Criteria (Pat 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 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EKP: C Kzt NA Mean Height: 15.001t TCDL: 4.2 psi BCDL: 5.0 psi MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 - Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Q 12 6 2X4(A1) B C -CF0 T -- �—tn D SEAT PLATE REQ. r Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria Pg: NA Ch NA CAT: NA PP Deflection in too Udell U# Ph NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.000 D - HORZ(TL): 0.000 D - Code / Mise Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Mao TO CSI: 0.145 TPI Std: 2014 Max BC CSI: 0.016 Rep Fac: 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 No 047982 STATE OF �msa ssu soaovcx>,aoe � messn ra. nia uc hnuir w+aew.a rDer�a wr as)exsMwWn. rin+tl WnalCntvramuerrl,a,iaeC�alNwb! W latwi Wnb'&namimelpw5tir4�lenceX ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 150 /- /- 1145 177 /42 D 11 /-1 /- /18 110 /- C - /-14 /- 125 128 /- Wind reactions based on MW FRS B Big Width = 8.0 Min Req = 1.5 D Big Width =1.5 Min Req= - C Big Width =1.5 Min Req= - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 2B - -19 Maximum Bot Chord Forms Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 INSTALLERS 1w the latest eRiti?n of BCSI Building is. Installers s all provide to pora nd bottom chord shall havee a progei{y ed per BCS sections B3, B7 or 10, unless noted otherwise. peter to rrSEON: 667743/T25/HIP_ ply -- Job Number:36CS00070 FROM: AH Oty:3 4EAB Aria"C'/DR Horton/4EAB Aria "C",DR Horton DRW: Wgt: 42.0 lbs Truss Label: HJ7 / ... OB/08/2019 y3 L " 9'10'1 r r 6.6'33• T `1 SEAT PLATE RED. Loading Criteria (poll Wind Criteria TOLL: 20.00 Wind Std: ASCE7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 If NCBCLL 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psi Load Duration: 1.25 MW FRS Parallel Dist: 0 to K12 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Special Loads --(Lumber Dur.Fac. 1.25 / Plate Dur.Fac. 1.25) TO: From 0 pit at -1.41 to 55 pit at 0.00 TO: From 2 pit at 0.00 to 2 pill at 9.84 SC: From 0 plf at -1.41 to 4 pit at 0.00 BC: From 2 pill at 0.00 to 2 pit at 9.84 TO: -7 to Cone. Load at 1.41 TO: 12816 Cone. Load at 4.24 TO: 2381b Cone. Load at 7.07 BC: 23 lb Conic. Load at 1.41 BC: 103 to Conc. Load at 4.24 BC: 179 Ib Conc. Load at 7.07 Wind Wind loads and reactions based on MW FRS. AND 6'1"4 3'2" i6"1y1 6'1.4 + 9.3.4 19.7�0 1 Snow Criteria (Pg,Pt in PSF) Pg: NA Ct: NA CAT: N1 Pf: NA Ce: NA Lu: NA CS: NA Snow Duration: NA Code / Mlsc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fee: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl Jill VERT(LL): 0.015 G 999 240 VERT(CL): 0.028 G 999 180 HORZ(LL): 0.004 F - - HORZ(TL): 0.008 F - - Creep Factor: 2.0 Max TC CSI: 0.219 Max BC CSI: 0.297 Max Web CSI: 0.256 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 GOO15058]SSD909C3CA6DEOE 15a1 mi9 saw+ru/ay+e maaaaYuru,u�,m� MtR.YLMrIYrY @sbLYou aMn 2.(f ix.Vl 1:A1�NtlYMd'!. ekSYaMr W�NSAmanmeM.m.Y:wCAO�r�N�ufrt W M W1sRvmyv.<W m,siMmYd Tr°r.42vR: ecsln. ♦Maximum Reactions (Ibs) Gravity Non -Gravity, Lac R+ / R- / Rh / Rw / U / RL B 330 /- /- /- 1208 /- E 385 /- /0 /- /175 /0 D 29 /- /- /- /14 /- Wind reactions based on MW FRS B Brg W idth = 10.6 Min Req = 1.5 E Brg Width =1.5 Min Req = - D Brg Width -1.5 Min Req= - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 14 -11 C-D 55 -72 B - C 330 -650 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-G 604 -290 F-E G-F 591 -288 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - C 286 -47 C - F 345 -709 INCLUDING THE INSTALLERS Refer to and tgllow the Is edition of SCSI (Building fining these functions. Installers shall provide temperarrvv rclural sheathing and bottom chord shall AS a propperly, rave braclnp installed per BCSI sections B3, B7 or 910, on the Join�Details, unless noted otherwise. Refer to Gable StudReinforcement Detail 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, mat = 1.00 gr- 140 mph Mind Speed, {5' Mean Height, Enclosed, Exposure ➢, Kzt = 1.00 one 120 mph Mind Sneed, 15' Mean Helcht, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) 1x4 'L' Brace . (1) 2x4 'L' Brace . (2) 2.4 2' Brace v (1) 2.6 'L' Brace . (2) 2.6 'L' Brace al Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #I / 82 3' IV 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12, 8' 14' V 14' V aS S P E #3 3' 8' 5' 9' 6' 2' 7' 8' 7' ll' 9' 1' 9' 6- 12' V 12' 6' 14' 0' 14' 0' U LJ C'� Stud 3' 8' 5' 9' 6. 1' 7. 8' 7' 11' 9' 1' 9' 6' 12'.0- 12' 6' 14' V 14. 0' O �lr Standard- 3' 8' 4' IV 5' 3' 6' 7' 7' l' 8' Ill 9' 6' 10' 4' Ill 1' 14. 0' 14' V ql 4' 0• 6' 8' 6' It- 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' V 14' V J a S P H2 3' 10' 6' 7' 6' IO' 7' 9' e' 1..9' 3' 9' 7-12' 2' 12' 8' 14' 0' l4' 0' 13 3' 9' 5' 3' 5' 7' 6' 11' 7. 5' 9' 2' 9' 7' 10, 11' ill 8' 14' 0' 14' V c�u D F L Stud 3' 9' 5' 3' 5' 7' 6' 11- 7' 5' 9' 2' 9'' 7' 10, I1' Ill 8' 14' (Y 14' V Standard 3' 6' 4. 7' 4' 11' 6' 2' 6' 7' e' 4' e' 11' 9' B' 10' 4' 13' V 14' V kl #2 S P F 3 4' 2- 7' 1- 7' 9- 8' 9' 9' 1' 10, 5• to, to- 13. 9' 14' 0' 14' 0' 14' V L U LJ 4' 2' 7' 1' 7' 6- e' 9' 9' l• 10' 5' 10, IV 13' 9' 14' V 14' V 14' V fl FR#22 d 4. 2' 6' 1' 6' S' 8' 1' 8' 8' 10, 5' 10, 10, L2' V 13' 7- 14, 0' 14' 0' \ C5 4' 7' 7' 7' 7' 11' 9' V - 9' 4' 10, 8' 11' t' 14' V 14' V 14. V 14' V / S P4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' Il' 0' 13' 11' 14' 0' 14'0' 14' V 4' 4' 6' 5' 6' 10, 8' 6' 9'1'10, 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' � 7� D F L4' 4' 6' 5' 6' to- B' 6'9'V10' 6' 10, W 13' 4' 14' V 14' V 14' 0'i d 4' 2' 5'8'6. 0' 7' 6' 8'0'10, 2' 10, 10, 11' 10' 12' 7' 14. 0' 14' V 4' 10' 8' 3' 8' 7- 9' 9'10' 2' 10' 7' 12' V 14' V 14' V 14' 0' 14. 0'S P F4' 7' 8' 2' 8'5'9'8'10, 0' 11' 6' 12, 0' 14' V 14' 0' 14' V IF4' 7' 8' 2' 88'10, 0' 11. 6' 12, 0' 14. 0' l4. 0' l4. 0' OHI d 4' 7' 5' 9' 4' 10' 0' II. 6' 12' 0' l4' 0' l4. 0' l4' 0'X 5' 1' B' S' 8' 8' 9' 11' 10, 3' ill 9' 12' 3' 14' V 14' V 14' 0'd P #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' 1' 14' V 14. V M14-6- 14' V #3 4' 9' 7' 4' 7' 10' 9'8'10, 1' 11' 7' 12, 0' 14' V 14' V 14' V DFL Stud 4' 9' 7' 4' 7' 10' 9'8'IV 1- 11' 7' 12, 0' 14' V 14' V IT 0'Standartl 4. 7' 6' 6' 6. 11' 8' 8' 9' 3' 11' 6' 12, 0' 13' 7' 14' a' 14. V Diagonal brace aptiont vertical length nay be doubled when diagonal brace Is used Correct diagonal brace for 60011 at each end. Max web total length Is 141. Vertical length In taNe above. Connect UZ IWO Lekelmnl Drive Earth LIN.M063045 Truss lei- 3K Hr ce 3K 3t !x6 DF-L #2 or 4etter diagonal T- an ... I single B, r doubt. cut L h..a) at supper 1 end It" \Ll Refer to chart above for wnBlman. RM AND PmLIN ALA. wlEs w Tills s Itenv ..pPpRNrt.. nA11511 Ties Mellen 10 Out.ff81TNACTWS TKILODG nE n6YALLERs , Bracing Group Species and Grades, Group AI S nice-Plne-Flr Hen-rlr tll / 02 Standartl N2 Spud p3 Stud Itl3 Stentlartl Couriers Rr-Larch Southern Pine... 03 1WC SWd Stutl Standard Standard Group BI Hen -fir ill L Btr #t Do u law Flr-Larch Southern Fine... al tll tle b2 IR4 Braces shot( be SRB (Stress -Rated Board). ..Far 1.4 Sa Pine u59 oMy Industrial 55 w Industrlol 45 Stress -Rated Boortls. Group B values na be used with these nodes. Gable Truss Detail Notes, VIM Load denw.Ven criterion Is L/2.0. Pravlde uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Cable end supports load from 4' o' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach 'V traces a<h lad (0.12g'z3.0' MN rags. 3K For (1) 'L' braces space nulls at In IW end zones and 4' o.c. between zonec. 31(%(For 2) 'L' bracesi space nulls at 3' o.c. In Ill- end zones and 6' a.c, between zones. 'L' bracing must be . mlNnun of 80% of web harbor term Gable Vertical Plate Sizes + Refer to cannon truss design for peak, splice, and Feel plates. Refer to the BuShcng Designer for conAtlons not addressed by this detaR. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 Vertical Len th Na spike Less than {' 0' 2%3 Greater than {' 0, but less than 11' 6' 3%% Greaser than 11' 6' 4%4 Imove ew[Yq bsNuw Per BPSI cecOm[ gt el an am, .. apptam. dopy widewoo. m wean rocr pe hYn ac ...n err. utl an ..kht Deta[, W.cc me.a eeMnau. i '1` 11eF - OF toaM dra= 160A-x f- wter fted pia. Mention, JNe, o dNtlm o1 M BWMy [dpmrntc Gyp Inc .nail ro< M reepm[id. I- an lever. Iron +�" P P Iq, eramg. am rmrre m bdld a. <raw. h [anf�nana aw dRs1Ym1 L, or far haM?,,a. v, W�\. r� a R�® `MAX. TOT. LD. 60 PSF ri.erba rv.Wn.E11 ` IXeIYVRPWy. IlwtaV tin[ ara.W. YIIXcaSry erM oise�af atW 6a.Ya !y fM de9Yl (Yam 1M sJMWI [r C`tV ,I \ ' 90 _ the 9labB uy wW `P 4haP reapmffiptY na��w µaM t(��tq�00 � "'•.. �e el oe0 tlale .S:cw.bC.Iteo tl ,`\\\\\\ MAX, SPACING 24.0' dLPpE� v.gbNat..[onl TPL nvtpramr0 S9Gb .n.[bcMurtrymy [W ev#CcaM1nrg Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Orl 140 MPH Wind Speed, 30' Mean Height, Partlally Enclosed, Exposure C, Kzt = 100 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt - 1.00 nI, IPn mnh v,md snood. nn' Mpnn He[Mt. Par•tlally Enclosed. Exposure ➢, Kzt = Too S 2x4 Brace Gable Vertical pacing Species Grade No Braces (1) lx4 'L' Brace N (1) 2x4 'L' Brace IN (2) 2x4 'L' Brace ww (1) 2.6 'L' Brace w (2) 2x6 'L' Brace x Group A Group B Group A Group B Group A Group B Group A Group H Group A Group B #1 / #2 3' 8' G'.3' 6' 6- 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' P F 43 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1. 11' 3' 11' 11. 13' 7' 14' 0' LiS Stud 3' 6' 5' 4' 5'-8' 7' 2' 7' 7' B' 8' 9' 1' Ill 2' II' it, 13' 7' 14' 0' O F HStandard 3' 6' 4. 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' IT 1' 14' 0' O1 B1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12, 2' 13' 11' 14' 0' _J S P H2 3' 8' 6' 1' 6' 6' 7' S' 7' 8' 8' 9' 9' 2' 11' 7' l2' 0' 13, 9' 14' 0' N3 3' 7' 4' 10' 5' 2' 6' 5' 6' I1' 8' 9' 9' 1' 10, 1' to, 10, 13' 8' 4' 0' D F L Stud 3' 7' 4' 10' 5' 2' 6' 5- 6' i1' 8' 9' 9' 1' 10, V to, to, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7- 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' U g1 / k2 4' 2' 7' 2' 7' S' 8' 5' 8' 9' 10, 1' 10. 6' 13' 3' 13' 9- 14' 0' 14' 0' 4 S P F R3 4' V 6' 7' 7' 5' 4 8' ' 8' 8' 9' it, 10' 4' 13' V 13' 7' 14' 0' 14' 0' u Stud 4' 0' 6' 7' 7' 0' 8' 4' 8. 8' 9' it, 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' i O HIT Stantlortl 4' 0' 5' 8' 6' 0' 7. 6' 8' 0' 9' It' 10' 4' 11' 10' Ia, e' 14' 0' 14' 0' N1 4. 5' 7. 3' 7' 6' 8' 7- 8' I1' 10' 2' 10' 7' 13, 5' 13' It, 14' 0' 14' 0' P N2 4' 2' 7. 2' 7' 5' W 5' 8' 9' to, 1' 10' 6' 13' 3' 13, 9' 14' 0' 1 14' 0' 03 4' V 5' 11' 6' 4' 7' Ill 8' 5' 10, 0' 10' 5' 12, 5' 13' 3' 14' 0' 1 14' 0' 0) D F L Stud 4' V 5' It- 6' 4' 7' 1t' 8' 5' 10' 0' 10' 5' 12, 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' W 7' 6' 9' S' 10' 2' 11' 0' Ill 9' 14' 0' 14' 0' kl / M2 4' 8' 7' 11' 8' 2' 9' 4' 1 9' 8' 1 10' V It, 6' 14' 0' 14' 0' 14, 0' 14' 0' d S P F N3 4' S' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' LD u Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' to, Ill Ill S' 14' 0' 14, 0' 14' 0' 14' 0' O H F Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 101, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X kl 4' 10' 8' 0' 8' 3' 9' S' 9' 9' 11' 2' 11' 8' ' 14' 0' 14, 0' l4' 0' 14' 0' P N2 4' 8' 7' II' 8' 2' 9' 4' 9' 8' it, 1' ll' 6' 14' 0' 14' 0' 14' 0' 14' 0' d 03 4' 6' 5' 10' 1 7' 3' W V 9' T 11, 0' 11' 6' 14. 0' 14' 0' 14' 0' 14' 0' D F L Stud 4. 6' 6' to' 7. 3' 9' 1' 9' 7' 11' 0' II' 6' 1 14' 0' 14' 0' 14' 0' 14' 0' .—I Standard 1 4. 5' 6' i' 1 6' 5' 8' V 8' T 10' ll 11' 5' 1 12' 8' 13' 7' 14' 0' 14' 0' able Tr,O. Di ... m.1 brace oPtbm T e tical length Y be doubled when diagonal le' A brace Is used. connect L I el....al brace for 690a T at each entl. Mnx web Broce total length Is 14'. 3fM 2x6 DF-L 02 or better dlogan.l Vintio.1 length shown bracq .[note B' jT- In table above. or double cut L 1 45• (as shaven) Ile upper end.HI connect da,.m.t at nld oht of vertic.t web. Refer to chart above esYelWPOw READ OND FOI Au- NIHM DO THM mll7mM wwppplTNliww fWNISH Pat MIRYING TO N1 CONOUdTURS )MYIIDMG ME MSTAU2R "Phe. o)vou" of RY BUDtlInp CMpm mts 4ou InC GAall at we pmMla iw yy tleNnta AN 11N'OOk PANY tws dw.Lq, ony IWIwe tw bWld W truss h onnfarn with NISI1TPI 1, or for M" R, Gh4[ hstaMuon G braces of tru..... A sea on the dawma m coven page IbWq the, NoehR, hdcates occeptarce oP [rofecslmnl erpNeenpinspmsbYq sdelY itM tlesbl IwzWp Designer Per YANSIRPI 1 Sec2 Eadh Qty. V 6XIS im ep .'t Ve Is b n deer Eanh Clly. M063W5 Fer non Nfte.la to the%V mt.o Benral notes pope M Msve vb tltro PWWO rss.alphelbcanl TPL'wv.tphs0.vD) SBCIu so.NchCuctrynry ICG velccsofearp LLB,.��ch.tt Group Species and Grades, Group AI e-Pine-Fir Hem-Flr 2 Stantlortl b2 Stutl Slutld Flr-LurchSouthern Plnexxw tl3 93 Stud Stud .md.rd StandrdGroup B, Hen -Fir It L 3tr tll Fir -Lurch Souther Plneuw atb2. chelt be SRB (Stnss-Roted Board).4 So. Pine use only Industrial 55 or rial 45 Stress-Rote`Boards.Group ma be uwed with these rntle.. Gable Truss, De ,oil Notes, Wind Load tleflection riterion Is L/240. Provide uplift connectlons for 135 plf over continuous bearing (5 psf PC Dead Load). noble end support. ,antl irem 4' 0' ouklookers with 2' Ooverhang. ar 12' PlYwootl overhang. IN Attach 'L' braces with too 0.129.03.0- Nn) rolls. D( Far (D 'L' brace, space hogs at 2' ac. In l8' entl z nos and 4' ao between zones. )[O[(For (2) 'L' brace. .pace halls at 3- .... In 16' end zones and 6' o.c, between zones. t' bracing must be a minimum of BOY. of web h member lengt Gable Vertical Plate Sizes Verticol Len th No S lice Less thon 4' 0' 2%4 Greater than 4' 0', but 4H4 less than 12. 0' • Refer to common truss design for peak, splice, and heel plates. Refer to the Bulbino Designer far conditions not addressed by this detall. RF A/E71-l04GAB16030 DATE DRWG A16030ENC101014 OF)t(7 MAX, TOT, LD. 60 PSF SPACING Gable Detail For Let -In Verticals ASbaut`L. + If web has a scab brace, then webs I over 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace Is 90Y of member length. vertical length r than 48' 'L' brace required S b� Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. QRefer 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. PX4 412::X�8 2X4 \ V bNo er 'T' I I oc'a required } In lieu of scab brace Gable Provide connections for uplift specified on the engineered truss design. vertical length gr ater than Attach each 'I' reinforcing member with 48- 'L' or T' brae required End Driven Nails, Sad Common (0.148'x 3.',min) Nails at 4' o.c. plus (4) nails In the top and bottom chords. Rlpitl heathing Toenalled Nolls. 10d Common (0.148'x3',min) Toenalls at 4' o.c. plus 4 Will (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE Relnf .,p vend load. Member ASCE 7-05 Gable Detall Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, Goble Notts A13030051014, A12030051014, A11030051D14, A10030051014, A14030051014 Truss Sp.ced At ASCE 7-10 Gable Detail Orawings 4' ac. A11515ENC101014, A12015ENCIOI➢14, A14015ENC101D14, A16015ENC101014, AIB015ENCIO1014, A20015ENDIOIO14, A20015END101014, A20015PED101D14, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, AlB030ENCIO1Oi4, A20030ENC101014, A2003DEN➢101014, A20030PEDIOID14 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length, 4 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T- Reinforcing Member Member Toe -nog - Or - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine Coble detalb. Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. 'I' reinforcing member material must match size, specie, and grade of the -L' reinforcing member. eb Length Increase w/ 'T' Brace Example, ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical - 24'o.c. SP N3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30Z = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8'7'=11'2' 'T' Relnf. 'T' Mbr. Size increase 2x4 30 Y. 2x6 20 7. AN IfW COMPANY Im LeoNIM Me Ew%C ,M0M6 N wwVARNINKI R'AB arm Fa.LBV Au rmEs a DBs MA I ..mrmtrAxn. E'WrLLSN Dos BRAVING TD ALL CMTRMTmM acuJIU H1 THE =TAw�Rs. Trues.. reo,Fe extren core h PeMlcate , Inuesh , xhyWo. bstalunp and brecMR. Refer to end all.w the lat.At Adtbn of WW1 feuRelrq c.f,xini Wet, IMarwotbn. M TP1 aAd SECA) Per safety itb.s orb, to perforninR these f.xtlms. Dwtallers Aral prmid tempera Macln per BCSL 'enss rated otherwise, tap chord AMU hew properly att.th.d stra. v ee.iw� .n8 baetat dera o11 rove A properly attacMd rlyw We? Lantbnv sheen for pnn.neM Wlhxst restraint of .ebe �MII hsve Macpq MteWtl per BCSI sectfm BB. H] or 810, u appbable. Apply plans M Nosh feu truss. .w���pp���e.wwss*l*tlon os sMwn .hove antl an wife JdM Dille , unless nowtI60A­Z for otMMse. e�lpine anadvhbn of NW Busr�s ca�, peat. podtb Lx. small rot be re.p.m". far nny d lion fromMA tree &.weg, .M P.bre to IeWd the trues m .1 rwmox with A103rK 1, or for hoo lmw ereixah . Mctalatlan A W1.1m; of trucnc. A sml m Mhb drowMp WtBg tNs !A'e The. YNBcotps arceptarra eP o drawn, rYa napon'1 solely froar e°t a>:�i elm n. onaeeey ere uu a twc aeon for Ablctlri e Is tlr rewpomeety o1 When, ones. W Mmrtfi 1 Secf, rM . Information c . thb Jaws Reherel Mth; RI end the.. web It.. etmur, ......w,.m..�n., Tpu....wM�.°t,s.,.ara� 1eo ...:Iea.ar..ara �`�,�m}"111 " a'oe.,^aeNa , h % c ww ""n 1{ aAj * e A iae =�iurE opt? "'°'"'^""' vimw - "`^"" r m -yam MAX. TUT. LD, 60 PSF REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN1014 DUR. FAC. ANY MAX. 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In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint- applled at mid -length of web Is permitted with diagonal 00 Attach each b valley to every supporting truss with C0135' 35') It t - It d f bracing as shown In DRWG BRCLBANC1014. , (2) 16d ox x no s oe no a or ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building,' Exp. C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7 10 140 mph. 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. i 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 ishown are ITW BCG Wave Plates 12 12 Mai. � 2X4 8-0-0 max 4X4 12 12 Max. IX3 Ix� 5X4/SPL CMn 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. rrw Note that the purlin s?acing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. Pitched Cut Bottom Chord Valley 20-0-0 (++) -1 trusses at 24' o,c. maximum spacing. 2X4 4X4 Valle /I - Spacing Stubbed Valley End Detail Partial Framing Plan ..vuavr.7 rr c wm r¢.w wi tmcs a,ws netvva ``\h.��-1 Iwq/�,, TC LL 30 30 40PSF REF VALLEY DET, ..oemrwrt...vv,fat rws auvlrz m wi mnvnnms vaumxa rIc esrwLms. PoIIMtM to<iK reiVm ar BRI't&nENp Con° t Sah`ty ° omo<I�"m'„by�iPlLwd 5°aco`va.' :Daoneiy j Q" �Gt�/,q \ �p 3C DL 20 15 7 PS DATE 10/01/2014 ka.:rb to perf-" W.. r.I.. N..U.r. sMll to, . d .wa b.v. P,obu+r .tmm.a .<a..a.a we huv m<m. aw.a C 6 DL 10 10 10 PS DRWG V AL160101014' ah.0 r... wo,.ar .tt.a.ea��n caw. a btw .bo- r.. P.a,.�..t mt...1 ..o-m" or b. P � wn hcv. 'en w.<aue per bCSI . t . D, er .., by .b1.. WPIr p.t.. w ..a. v.- l LL 0 O O PS �0 or trw. w `w `.°w m tr..mai uteru, `u�..bLi. ro<.a x...iu. �' y v.ro to e.o.0'v. Icw-i ro..wao„t pm P."<m�. wp..... a.m of Iry �mq �,P M. a u .h.v not a-.w..U. ro. an d..ktm I— TOT. LD. 60 55 57PSF AN COMMN'r tw w..nv..�r f.m* to was _f'—b' "bb INL/iPI I. f.,� h.,.m v, .hpP"P. q 7ATE OF ` ..W... mow of eau.... /. • ..m a ew o-.w o,... ww u.aw tw , bNmtn .amt.,k. .b" 'NVR.`°"'m'�..°'"..'.Pa"m.n. w o'D.. ::a,a P.w`.t.w`rwv� o-°w 3, O.r,�, nR110 `N z URiFC.1.25f1.331.15 I.15 Piggyback Detail - ASCE 7-101 160 Mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1.00 l60 mph Wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg. located anywhere in roof, Exp C, Wind DL= 5.0 ppsf (min), Kzt=L0. Or l40 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, EmLlGsed Bldg, located anywhere In roof, Exp D, wled DL= 5.0 psf (min), Kzt=1.0. Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purllns. The hullding Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purllns, and lateral bracing for out of plane loads over goble ends. Maximum truss spacing Is 24- o.c. detail Is not oppllcoble If cap supports additional loads such as cupslc, steeple, chimney or drag strut loods. xw Refer to Enolneer's sealed truss deslan drawlhn for pinnyback and base truss specifications. _ Detail A I Purlin Spacing = 24' o,c, or less 12 Up to 12 17 I I 11 o.c. nox Top Chord Scab (Typical Each End) Flat top chord purllns required at both ends and at 24' max o.c. spacing in between. Detail B ' Purlin Spacing > 24' o.c, Piggyback cap truss slant Walled to all tap chard purlln chord with (2) 3 box molls (O.13ide only and secure top chord wl{h 2x4 N3 grade scab (1 side only a4 each end) attached With 2 rows of ]Otl box nulls (0,128'x39 of 4' o.c. Attach purlln bracing to the flat top chord 12 using a minimum of (2) 16d box nails (0.135'x3.5'). Up to 12 V / Furth Spacing > \\ \\ I L 241 C. max ll Flat top chord Fiat required at Tap Chard Scab (Typical Each End) Chord Depth both ends, purUm spacing > 24' o.c. Notes If purllns or sheathing are not specified on the flat top of the base truss, purllns must be Installed at 24' o.c, max. and use Detall A. JillWillo 1 nVORNaGzw Iona .0 FLL13V x.L Nara O(�TMIS'MOVab .`` U A vvaPO(TlN FURNISH TwS MOVING To N MTMCTM aKtwaG THE 1NSTle-Ul ION fSfwmW `eo:pa-mt handling, foltn:[lhe Otestt e`J`tbn extreme care onfaormastl f, br Plaand SBMCe On Safety �,\CEIyS p-aetkes prof to persxmJ o taxer f,netimw. Installers Ma yovitle bnp`rory Mvang pan aCSL tr,etwal d hot<on'CUM WxIt bd o ssb-tyr� <op ed r ball lusex. .mst.--parly 1. 1. -t-ma � Mv[ a Y trouped WH shorn fan permanent lateen( Volnt of face lB3, to vane Q ��� anus acIng sections 97 O oast [ball Mve tratlrp W<a11e0 per eIKa n bons Is, a➢ of Bea as p table. PpDIY I... eruto oM autstsom o Mm vbovr l on bNt aeNsv, I. notW Uefzlsr. _ G C l oa Reef to tlrozhpz 160a-E fa vtantla„tl plod po[ItloH. Re Io f ITY,Ilolnp Component[ Group Inc. dNl t by oyw�lbla fof Y dvvlatl' ifm 't�]1 AN fIW aoMPnNy NpNr, o J'I,- !Ha rbuNno. anY fMurr to buAd My 4usa In canfornarce NtN PNSVTPI 1, iw MrMlnp, s1-0ppNp. _4+�V ,(L TE OF Ns<ollatbn I tracN9 of tru[[ez. P seal on SW dvMne [n mven pane LLathp tM1ls Ma[Yq btlbaks acceptance oI pnofe¢zlfnnl N o rypa }s} '✓p' µp apmitlltY zWNY fw SM rLakT tlnm TM vJtcbpty ape ,¢e of Wa bavYp "tw y 13389 LeM[M1onl Drive fm any irycy v Na fi er pen Ncast t Sane Iv et respoan P} H }}f/fIc EOnb Ct,M063W5 IstY this gene al no tv ei a,.,. none Ntnatlaiai[.`Hliu(pc [e,ee. ...:[trv°aueaw<ra,e1CQ [z�1ac[afeare ,1 �QNAI i14 Piggyback cap truss slant nailed to all top chord purlln bracing with (2) 16d box nails (0.135'x3.5') and secure, top chord with 2x4 k3 grade scab (1 side only at each end) attached with 2 rows of 10d box malls (0.128'x3') at 4' ac. Attach purlln bracing to the flat top chord using (2) 16d .box nails (0.135'x3.5'). The top chord N3 grade 2x4 scab may be replaced with either of the followingg) (1) 3X8 Trulox plate attached with IS) 0.120'x1.375' malls, (4) Into cap TC 6 (4) Into base truss TC or (1) 28P3 wave plggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0d20'xl.375' malls. Notem Nulling thru holes of wove plate Is acceptable. x In addition, provide Connection with one of the following methods, Trulox Use 3XG Trulox plates for 2x4 chord member, and Trulox plates for 2x6 and larger chard members. Attach to each face 2 8' or with (U In base truss s t Into cap bottom chord and <be s base truss top chord. Trulox plates may be staggered 4' o.c, front to back faces. APA Rated Gusset e'x8'x7/16' (min) APA rated sheathing gpussets (each face). Attach abase 8' O.C. with (e) 6d common (0.113'x2,) Halls per gusset, (4)InIn cap bottom ts may beanstaggeredi4' truss ront to back faces. may 2x4 Vertical Scabs 2x4 SPF 112, full chord depth scabs (each face). Attach g 8' os, with (6) 10d box malls (Od28'x34 per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' sac. Front to back .Co..f 28PB Wave Piggyback Plate One 28PB wave plggyback plate to each face 8 8' o.c. Attach teeth to ppiggyback at time of fabrication. Attach to supporting truss with (4) 0.120'xl.375' malls per face per ply. Piggyback plates may be staggered 4' o.c. front to back faces. SPACING 24.0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 CLR Reinforcing Member Substitution This detail is to be used when a Continuous Laterdl 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 Iply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement tvoe, Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Relnf. Scab Reinf. 20 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 2-2x4g0 2x8 1 row 2x6 1-2x8 2x8 2 rows, 2x6 2-2x6W T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grn a or better than web member unless specified otherwise on En Ineer's sealed design. 010 Center sca on wide face of web. Apply (1) scab to each face of weo, I T-Reinforcement Or T-Relnf. L-Reinforcement: or L-Relnf, Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) malls at 6' o.c. Reinforcing member Is d minimum 80% of web member length: Scab Reinforcement: Apply scob(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0d28'x3,0',min) nails at 6' o,c. Reinforcing member Is a minimum 80% of web member length. Scab V� T-Relnf, L-Relnf. ..V4VRT I�°�neho I�, DRAWY NUAU. =i TT= 1�U➢ THITIE MTAl1ER5. o�O` \ Mqq"", TC LL PSF REF CLR Subst. Tra.se., reap. e.Mwe care a rawabay, h.11,.. Woo r.tawng and bnahg. War to aw `���`P\ !/``'i TC DL PSF DATE 10/01/14 :albs the latest ealtlan or &SI ® nO ranwhent Safety IMwnateo, r TPI me Sal rw safety - era la-1Rrlr to a,rfan,Ine the.. f�ctloa.. rn.mux, awl Prawn t.wan brad wr ROSE � �\i+E�ls ntea. noted oawrata, too mare.wn haw, peawrly ale-hed structural .h.e7vw.1 hotwama 4 N C DL PSF DRWG BRCLBSUB1014 ,ham have a aropmiy attached rqN aeab , Wcatlm..M.n for penwoent aterol retrains of vba nII C7 `vilram.:°aw p"an:tll"n of 1=ti s cedar- 'e asl R.Twu°,i uRl.<a.:. a llcam.ee°ace a iu• to each race = . = LL PSF a 1��� Refer , tlrot on 16pA-Z far st tlartl place podllmz °s nO _ 1 aa'o . mw.lan or Iry Rwmm��qq canaw•nt. woup ma. man not n. re.Pan.rol. far any e.wath� from c OF K 0T. LD. PSF AN """'COMPANY PANY that µuNne. any ranw. !o hid !M1e Musa F confornwce .IM ANSI/TPI 1, or far ha wam, shppbq. � � AIF y,.t.l.. a br-ft of er,....a. A nm on tha, dra.yg or —a.r caw Iletan we era.y,y macatw aacwwlw ar anfe.mw a9q ) �Q. DUR. FAC. rgY�eeriq rowmuMlty aalelr far the aw% Iv.n The Ntablatr ard us. or that dra.ft 6 WJt AID r' for any ebvctun Iz tlw nwms¢9ler of tirc M*g lest wr per ANS Vl 1 Sect BB •A�( !1 rp { (.. Eafth" MO 63045 For n e NPornatlen ee W. ,pb's I. -rat meta hole antl th°u teb -Men yPOI{tri p,\ \6` SPACING _ ALPINE, —.1.IMIte.conl M. .t A.In ,oral SSM . eIa lnduaMyaral ISa atLlccvaiegr9 f1�. IQ�('1AlaI T. Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be Increased for Duration of Load or web member. This design Is valid only for single ply trusses with 2x4 or 2x6 broken members, No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and sppecies as damaged member. Apply one scab per face. Minimum side member lengths) = (2)(L) + (B) Scab member length (S) must be within the broken panel. Nail Into 2x4 members using two (2) rows at 4' o.c., rows staggered. Nail Into 2x6 members using three (3) rows at 4' o.c., rows staggered, Nall using lad box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail Is limited to Visual grade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In loads. s L L 4' o c Typical F— + 0 + o + o + o o + o + 0 + o + —I 2' 1-- Stagger + = Back Face 10d Box (0.128' x 3', min) Nollsl O = Front Face 2x6 Member - Double RowW StaocereE Nail d LL�'0 L5 AN r1WCOMPANY t33Ae AOx 11oavc Earn ON. MO 63M5 ding Detail ..yA18@.1T s D W m y ALL N s R! ..YRa TN .. nW1 TMS MAWM TII PLL fIVaRALT 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 orChord 2x4 24' 975# 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#k Web or Chord 2x4 36' 2530# 2930# 3210# Web or Chord 2x6 L2470# 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 38354 Web or Chord 2x6 4395# 4500#. 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 44454 Web or Chord 2x6 5165# 5280# 6095# 1 6660# =TAL ' *� NoJ�lAtk iiora ciei� pafl:IMa.: - �1 I\ R7E Qp Ccn wnt. G—T, Nc. mull net Fr re:P^^aue rnr enr aevintM Iron �-o\\O /F tFe tru.. N eanfprwree .Mf. INSVTP[ 1, or IW M1nnpUnp, sNpP✓C. • � `v/' 'PWT lwN a<. tlru.W. F!m<.. a[up.uic. np prvY...lmw '.O.(.t(� 0 R VD m Ity a t� Mow OMtn�..' w rMssV l l see�2 tlru.Fp ,/'ilA; ,1 s8/hA n ct1 mmhun L Olztunce REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. STANDARD BOTTOM CHORD FALSE FRAME DETAILS SPACING AND 1OPSF MAX. CEILING LOAD., WITH THE EXCEPTIONS NOTED ON THIS SHEET DO NOT USE THIS DETAIL FORt 1. STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). 2. INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS. 3. LOADS IN EXCESS OF 1OPSF CONNECTED TO THE FALSE FRAME. 4. DRAG LOADS CONNECTED TO THE FALSE FRAME, 5. TOP CHORD APPLIED FALSE FRAMES. 6. LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL. 0 7. VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'—O'). I FILLER --_-- )K 8. FALSE FRAMES. ON CANTILEVER SECTIONS OF A TRUSS, I 4' 0' OC MAX.. LENGTH TO TRIM FILLER EXISTING FILLER NOTE, FALSE FRAME MEMBERS. MAY BE CUT AND FIELD MODIFIED AS NEEDED GENERAL NOTES, WITHOUT THE NEED FOR REPAIR ➢ETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY — SPECIFIC TRUSSI DESIGN IS SEPARATE FROM THIS DETAIL. CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION. — USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS, SHOP APPLIED — USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR — USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION. FALSE FRAME C, — LOCATE VERTIC HS. LS AT 4'0. O.C. MAX., SEE NEXT OPTION. USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH — IF FALSE FRAM CHORD [S THE SAME SIZE AND GRADE AS THE VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, STRUCTURAL CHORD, THEN VERTICALS MAY HE LOCATED WITHIN — .IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN OR — 12' ❑F. HE PANEL POINTS ALONG THE BOTTOM CHORD ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ( C4' MAX. PANEL LENGTH). ALPINE WAVE 5x5 MIN. PLATE. AT ANY VERTICAL (JOINT SPLICE). x APPLY REQUIRE BRACING (SEE BELOW). FIELD APPLIE➢. — OPTIONAL PLAN SHELF MAY BE USED UP TO 24' MAX. — FALSE FRAMES AY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS). — — 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. r,LATERAL BRACINC IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM — JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) IOd BOX CHORD OF THE OR GINAL TRUSS. SINCE MANY FACTORS AFFECT THE (0.128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLOCK) NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND — MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND LOADS, BEARING L CATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A 8d NAILS (0.113x2.5') @ 3' O.C. AT THE FALSE FRAME HEEL JOINT IF STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE DESIRE➢. BRACING EXCEED 1 '-0' O.C. FOR A SINGLE —PLY TRUSS BOTTOM CHORD. — VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE REFER TO SPECIFI TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING (0.120') x1.375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD TRUSS ATTACHED WITH 4 NAILS). PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME — IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH 18' CHORD AT 10'-0' ❑C. IF THERE IS NO SHEATHING MATERIAL APPLIED LONG MIN. BLOCK SCAB, CENTERED SPLICE JOINT, ATTACHED WITH DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR lOd BOX (0.128'x3') NAILS ON EAACHCH SSIDE OF THE SPLICE JOINT CONE CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER FA FACE ONLY). PER THE LATEST VERSION OF ANSI/TPI. w[Ywmrav RUB s+m wmv ru Imm m T BRnvBrB. [IIPmiTNlM1• ftDnlsx TqS lwnvum m Ni rnnRaclms m m m n¢ asrxLms. Ark +y REF BC FILLER Trvss•s r.Ap4e .ro-•ne care m vowmonn9, nonmme. [ngDmy m[tpa a aopn . R•f.r to em `paJ EN r fmo. 1e mee[e .memo oP msl mpmino co mmmt safety Inlerroaen, y TTPI paw s°ecm for mfetr Drmr :o Derfornm9 ene[• nrcaona wtou.r• am9 Drevm• vroor er wr BOL DATE 10/01/14 DRWG REPBCFIL1014 icotes in°p[[ none eler.me, 1D a,ortl [mu nev DroDpny .t<oon.e atrictwol n.`,q°i uono. akr N f� axml{nve p prpperlY pLWtivtl NDM ttANOLpcp<W pMm Ipr DernpnerN WLerM restrpFt amll near wpero wxuee oar azsc [rc<a[ Bs. BT er Blo, oe pDNmoxe• MDIr gotea m .ocn pf rM[ fete - I I,L—� o At IL�� f Lrp[[ .M pptlLldl p[ [M.n pbpv. 0a1e pn wp Je41t D.h.[, bY.[[ Mt.tl pLMr.W. Rater <a Norupp 160P-E ter eepndvtl AN ITW WMMNY plpte petltbrtx uDm•. o e[kmn of BTv a,Bmn cenpmm<• wo Bn< .npn not e. rewon[ml. for en eeMetmn f w• e-pppq..nr fm.e Lo eu>.�1. <ru[. x a�%�..,.c..w, .txsvTrl L or vor m.w�D. [uDp�e. kvwneemn L erpwB pf try.•[. S A E OF .',9 ,G� p. tVQ' P xd m ihY ?prM1V pr covn Pope eatb tlia drprM. M[etea p[[eD1,r� pP Drele[[Nml tHa erupYp %O� O Ft 1 V 13309 Lakefront D'. ny�•r�p ppn[Flky [dMY fuW G[qn [[nm llr ulfpMltY pavt use of fuu• uy cTruc<w k tln royoa.WRY eP W 9m®p B•tlgm Der NmI/IPI I Sect. FU[� E.AC4.MO6 S µell[ �•ratpnelt• oq Pi.Wmit[eoleSBCMI �r [ecNb,at VerDItlCOvpvrlmcc.o..., R3' {.t7 ql_�"��t33 (y� iwium a SCAB ' 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft mean hgt, located anywhere In roof, 30,00 ft mean hgt, located anywhere in roof, wind TC DL=4.2 psf, wind BC DL=6.0 psf, Kzt = L00. wind TC DL=4.2 psf, wind BC DL=6.0 psf, Kzt = 1.00. Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0.128'x3.0', min) nails at 8" o.c, plus clusters of four nails where shown In figure below 00. NOTE: #2 is the minimum tumber grade allowed for all species. NOTEI Add 210# uplift (max.) to reported truss uplift for wall connections, ffVNb@lyf BGB MN M" N M M M iWS NGVBO ffBamrwvro napusx rag muvwp to u>_ mnpu:lms >Hawwp tic IxsTxuxs wnnd <.onpan. n[ ryaor V cticea pbr <e periaMnB tMw iwctlons NatalWc MII pwNW terqu'of $ uGG othrtalcc, 1c ed dull heve catlarY Orem Pe porrOOral aNtrm sbnn M1ave a ycpeNv ntWCFe, 2S, uWB. LBcnacv cMe. fa, pernenent axon f1 �� cMll or. Metlry MctaYPo pm &SI cvctlmG B3. W of BIO. Bf epgBaW. /pply { Q I I I LI I� 2 f <WGG BM re tim ON zM— .— Bn0 Bn <ns JBh< NteSc, uNacc nob[ o<M ILI`- ILI~ IIJ� Brtv to tlrcdnpa 16M-E or atentlwtl plot. 0e9tlenx. Mph., a dl l N, nv WEd" celppe.ntf 0z im fhau rot b. r.wmam. r AN IfWCOMPANY <Ns 6-avWp, arc/ fapu. to btlltl Me truss N caniamarc..ft RHN/ 6 0. fw hrtellatlm L bwcNO f or ..n h sW m t,N tra.Fp pr [aver pope Ilal4p tW Mn.Yp. Lvkatea accepter. o rpp�prYp pmsuGny s—Z im ih. tlesy�n from. llr silfaP: Brtl Irce or 1 13389 Lakekm Orlva f� wry aLucfw b tM rtaponsaAltY of Me 9YMp MSIV�e. pe. N151/IPI 1 S.< Eatlh OiVN0045 For — InfN,.U- '. tNa Job. .r,r.t nOt.N pap. M thm v RLP[XEi f Oot0Wtf.carv. Tell SeeY a ..cbcWON9"4rBl ICO I TOTAL TOP CHORD �Q y�pENgF EE�CEEDAD 040TPSF No Gi ,*I t(DEAD PLUS LIVE) g qT OF `%O9 4oR`OP�Y\��,�' DUR, FAC, 1.15/1.25 4{r9ry;i�oian�.EL` SPACING 24' REF 2X4 SCAB D.H. DATE 10/01/14 DRWG OHSCB2X41014 O12 (2) 16d TOE NAILS 1 VARIES OPTIONAL SCISSORS BOTTOM CORD (2) 16d TOE NAILS TYPICAL END JACK N.T.S. 1z 1 NAILS vARles � Seee Connection Detail I \` 0PR061AL WED CONFIGURATION } —(4) 16d NAILS See Connection Detail TYPICAL CORNER JACK (CJ) N.T.S. EJ m a. CONNECTION DETAIL (BJ) s (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & BOTTOM V2,4 SYP Nailer 16" Long Top & Bottom use 16d Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. 1z © VARIES (4) 16d NAILS See Connection Detail TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. TYPICAL CORM) SET INSTALLATION a`�s�%0�Ll Mgli'l ``�P?�� C E N TYPICAL ING P.S.F. TOP LIVE LOAD mc: SHINGLES: 20 zo LID: a No MANUEL MARTINEZ, P.E. TOP DEAD LOA BOTTOM DEAD 15 7 10 10 * I FLORIDA REGISTERED ENGINEER TOTAL: 45 237 5 =-o: Qj-Z / = C1 LICENSE # PE 47182 STRN: WIND DESIGN: INC. 1.M PER � 160 MPH PER P�� STATE OF lu � �!�� ASCE 7-10 M 24' O.C. '"WARNING" Read & fj Ilow all notes on this drawing. Including the installers. Furnish this drawing to all ontractare �eneem 12 0 0 0 CJ7 CJ CJ CJ3 RECEI Cif CJ5 g€P 1 s 7019 perrnittin9 Deoa' St. LPr'. 1 a m m REVIEWED FOR CODE COMPLIANCE ST. L UCIE COUNTY B®CC FILE COPY SCANNED �a St. LuraiP fnnnh/ CJS CJ3 CJ1 4 N 21'-4•• —4"T--l3' 19'-4" '-4" 11' 38'-8" ►+VIY���YIYIYIYIYIYIY�fYIYIYIYIYIYIYIY�YI I�I�I�I�I�I�I�I�I�I�I�I�I�II�I�I�I�I�I�IL� I�IYIYIYIYIYIII®IYIYII�■IYIYI 11, ,' r--- �11 �11 11 11� 11� 11 11� 11 11� 11 �� 11 11�� 11 11 11 11 �� 11 11�� 11 11 11 11_ 11 11� 11 11� 11 11_ 11 _I 11� ■■ICI©�� �� 111�II�ii�1 -:1,/ IrIYIYIYIYI HANGER SCHEDULE mus euxwc NEAwr sFiaDUE • rwta xvrtD Pnm� Au xwm¢ us um'wrsm•. O8'-B' ELEV. m rcrs Dose omDm rm mm Dow LDLL 20 paE ICLL aD R.L LcaL T PSE LcnL Yo r.aL acw. tD P=E acw. s o-.E mTa ss r•E rota 37 r=L WW111N rACIQ1 1.25 WRA1pi fAEIW t.DD nn namum AscE 7-10 nDm Taus MAY BE ADAhlE0 aAY Sr® 160 nyA S FOR PLUN6MC IF NESSARY E FLOOR 1RU65 SPACING D® z'-o' uulEss uDTm APPROVED mU55 ANCHOR BY BUILDER 2%4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 6' 4H 3 16 D' BRG. UNlE55 NOTED OTHERWISE TYPICAL TRUSS _END ar_ sv,Yaxc Is 24' Oa Exrxvr As sxrnYx. Do NOT cur OR aTEw muss rctxcur MrnlmrunDN rxou THIS omcc TOS 0511E MUST BE NGnnEG WIXIN 10 DAYS OF $HVMEHT OF ANY fiROrFII WPO@!Is AND/OR 1U56PiG PIECES. NO BACNOIRR65 KLL BE HONORED. WARNING "w.Y°OY.rw� �wn`� �°e `�Yx m`•� NOTE rt rs 1xE rEmw96wn s nlc fiumwc wsww as armmn ro wau w APacwnAs cwwErnw mB mssEs m swcemc smsrMa: rw aunua amr a 5as mo+mew umu meouAm,rs rm Ymuxrx miwmw arm/Da Pwr®xc Iwo rlm wNucrols) w iwss sPA¢ YRf OR DUwGYYfD 9Y BIw.wP W MPA4YID mIRS UKVr vmm m ramuwlwY 1M5 CPPwY 6 A 1PU5 W Wr.1CNEx MV4 rzaDra®nRs as¢ rnrrzD ro 1xosE DEREI w YmA 1-lore vEsnr �Er. Aaarmrxclr. rt Drsmom ANY � am/D9 uADun FOR rr¢ cwls vcmx oval, Dvvmc DDDmm�s wawwc ra NGrauAYlux AND muom OF 1RI6S6 uAmsAcvsD yr 11R wrmnn. APPROVAL SIGNATURE YPA 9WAlN5 lLL AW9a1ELY.i 1) wnwDUYw m rnDl� ww rAmrxwlmx a) wmunw or ui ommos Aw mains vamc Yxt r®ors. RGLE wml rm wwl oYawuas ®w¢ EYd m,1M$ WL BE YM6 M SlidCl A11YDwLE mvs uwr. O r ruvE aEm AND uxowslmm au xmEs AND