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RANEY COMPONENTS �Fapey 19900 Independence Blvd. Groveland, FI 34736 mponents, uc one: (352)429-9429 • (352)429-0304 ' Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS01062 Printed: Fri, May 17 2019 JOD 1"10fl/ aiff orl: Address: FOR Name and License Number. customer Name: Creekside Lot 1062 DR Horton Description., City, State, Zip: 4EBB 1828-Cali "D" Fort Pierce, FL Root Loads: TC Live: TC Dead: BC Live: SC Dead., Floor Loads: TC Live: TC Dead., BC Live: BC Dead., 20 7 0 10 0 0 0 0 Bldg. Code: Wind Sid: Wlnd Speed: Bldg. Useege: Building Type: Wind Type: FBC 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C WIM Pages or sheets covered by this seal from:1 thru 21 Total 21 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 AlA 3 A2 4 A3 5 A4 6 A5GE 7 A6 8 A8 9 A10 10 Al2 11 A14G 12 82GE 13 B1 14 C2GE 15 C1 16 EJ7 17 EJ2 18 CJ5 19 CJ3 20 GA 21 HJ7 /la n u e I 'Digitally signed by Manuel Martinez �,OEt�wrb- 2019.05.20 �,2i rtin z i-A 06:18.45-04'00' STATEOF =,W: air$ sn 1esA4`s� � �) ssa n I m csuF ce>Eioaesan:ceoasssr► 11k &i+sint hir oea ttletlt,taFta9y stpdam rnitb� ILaaN'Na,dee>; P£ p7.lie L7H11}m the teeeMaa d,.ee mfi�.9lhFiaa�kslb. ude. P'le"d r qW d ihk d—to arc ".t Kw dd e9 dV .d 'W leded aad the SPWI ad.emkibn We mm be 'vaH[Ma.a9 ekaoakcorles. ... .. Page 1 of 1 r.,Le Copy b umber: SEQN: 668615 / T10 / COMN Qtyy:.116 4EBB 628-Cali CD"O FROM: AH /DR Horton /4EBB 1828-Cali "D" DRW: Wgt: 224.0 ibs Truss Label: Al I ... / ... 05/17/2019 6'4"9 T10 11 7 19'10" 25'3`9 319"7 33'3 39'8° 8'4°9 +1'6 6'5'15 65'9 5'5'�J + 6'5"14 +1'6'�° 6'4'8 Fa5XR 1112X4 =4X6 a3X4 =3X8 e3X4 4X6 102X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8` 59'3 2'0`1 5'9"1 + 69"1 +2'0`75 55'4 + 8'2"12 +1� 8'2"13 12 14V 15 19'10' 25'Tt 2T6''1' 33`5"4 39'8' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: C Kzt: NA Mean Height:15.00 it NCBCLL: 10.00 TCDL: 4.2 psi Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 it Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration:1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1 x4 "T" reinforcement. 800% 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 psi additional bottom chord rive load In areas with 42%high x 24"-wide clearance. Wind Member design based on both MW FRS and C&C. -WARNING" READ il"• FURNISH THIS C Snow Criteria (Pg,Pf in PSF) Def1/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.187 O 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.333 O 999 180 B 1654 /_ /_ /961 /709 /445 Snow Duration: NA HORZ(LL): 0.078 L - - J 1654 /- /- /961 /709 /- HORZ(TL): 0.140 L Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Brg Width - 8.0 Min Reg = 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.667 J Brg Width - 8.0 Min Req = 2.0 TPI Std: 2014 Max BC CSI: 0.600 Bearings B & J are a rigid surface. Rep Fac: Yes Max Web CSI: 0.593 Bearings B & J require a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1114 -1906 B - C 1492 -3056 G - H 1255 -2428 C - D 1227 -2466 H -1 1228 -2467 D - E 1254 - 2427 I - J 1493 - 3057 E-F 1114-1906 J-K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 2873 -1193 _O - N 2105 -826 R - Q 2570 -1193 N - M 2671 -1195 Q - P 2670 -1193 M - L 2671 -1195 P - 0 2104 - 801 L - J 2674 -1195 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R - C 276 - 5 O - G 494 - 777 C - P 418 - 596 G - N 464 -164 P-E 464 -164 N-1 419 -597 E - O 494 - 776 I - L 276 - 6 F - 0 1385 - 751 _, smwllf M01BW06E1EiDLmMUU MOSS F7 tio. MhDEmAelemadaalp tl1 m ,byre.bz•6M&2w1-k"de"wdea '9,1.04 r+PW of 11k d— - n 0.0d—d did wd Ceded wd the 61I&1 amr" &,& code a= be M.Ko eie4ekmnkaapka.' . kLL CONTRACTORS INCLUDING THE INSTALLERS installing and bracin . , Refer tod fgllow, the la est �diti n of SCSI (Buildin99 actices prior to perto�r t�iesenations. Installers shal, vide terbporarY properly shed structural IN ing and bottom chords al� have a pro er y istraint of w bs shall havQ br� n installed r BCSI secti ns B3, B7 or 810 as shown a�iove and on the Jo=n�Details, un ass noted otgierwise. hefer to n be red nsi le for any deviation ram his drawin ,an failure to build the nst IlaUari an bracin f russe . fp on ht �n or t�gver a e 4 r9�sorely ®r ea7(gn sh'ov�n. 7I,e �ul�abmty uuey ompafents, ur 1062 FROM: 6H616 / T13 / COMN gt 1260.41bs Truss 11828LabeCaali "D""O/DR Horton /4EBB 1828-Cali "D" I DRW % 05/17/2019 I 6'4"9 T10"9 14'47 19'10" 22'6"4 26'8" 319"7 33'37 39'8" r' 6'4"9 6'5"15 + 5'5"9 + 2'i 4'1"12 , 5'1°7 �1e 6'4"9 F=6X12 tC io 0 1112X4 =4X6 =3X4 =6X8 1112X4 1112X4 =4X10 SEAT PLATEREQ. 1' 6'2'13 5'9"3 6'2`13 12' 20"1 1 14'0"1 19'10" SEAT PLATE REQ. 39'8" J 2'10" 4' 6'5°15 22'8" 28'8" 33'1°15 39'8° Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Dsfi/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Ice Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.244 G 999 240 Lac R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.457 G 999 180 B 1561 /- /- /960 /708 /445 BCDL: 10.00 Risk Category:11 Snow Duration: NA HORZ(LL): 0.128 M - - K 1561 / /- 1959 /708 /- Des 30.00 EXP: C Kzt: NA HORZ L 0.240 M �) Wind reactions based on MWFRS CLLd: NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 B Br Width = 8.0 Min R 1.8 9 eq = Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.613 K Brg Width = 8.0 Min Req = 1.8 Load Duration: 1.25 P MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.599 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Fee: Yes Max Web CSI: 0.980 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1424 -2568 Lumber B - C 1489 - 2859 H -1 1743 - 3379 C - D 1225 - 2257 I - J 1722 - 3418 Top chord 2x4 SP #1 D - E 1252 -2218 J - K 1477 -2841 Bot chord 2x4 SP #1 E - F 1509 - K - L 27 0 W Webs 2x4 SP #3 2514 F - G 109 -514 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Or 1x4 "T" reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp. web member. Same species & SRB grade or better, B - U 2497 -1190 R - Q 20 - 9 attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oe. U - T 2494 -1190 P - N 2985 -1303 T - S 2494 -1190 O - M 36 -15 Wind S - R 1920 - 800 M - K 2477 -1179 Member design based on both MWFRS and C&C 4001650�111, 6EIE10899A413E 808955 F7 1hk d,..W has hem .km, ally Vp,d dad seakd ip Rteiwel: Maai¢ei,•V.E..(H: lit: a41183) at. tM date A" a6vae,aia6 � 911A�laafFinakaiiaa cads, '916.d�.Pk,a d it" "Aatameat'ait,.'ae e.ddderod deed and sealed avd' the'.OWL av6vad,c iaac" . mwt be ve,ilteU da,aay eleoionEcioyks... Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. U-C 276 -5 P-G 195 -122 C - S 416 - 608 P - H 601 -1075 S - E 463 -160 H - N 807 - 357 E,- R 494 -720 N - O 114 -4 F - R 42 - 515 N - M 2557 -1218 F - P 2273 -1098 N - J 527 -162 R - P 1879 - 657 M - J 390 - 685 P-Q 27 0 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin , shippin , installing and bracin . •Refer to and follow the latest edition of BCSI Building Component Saafety Information, by TPI enc7 SBCA} for s�fety �ractices prior to perfo�mmg these ft�netions. Installers shall provide to orar� / alley bracing per BGSI. Unless noted o herwlse,top chord she I have properly attached structural sheet ing and bottom c or shall have a ropper y `/ attached r id ceilin .Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, o;n nuenre, lu �s applic2e. App� plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Nefer to 1' rawings 16OA-Z fo standard plate positions. AlpinQ, a division of ITW B ildinlComponents Gr pp in%. shall n t be responsible for any deviation from this draw! n ,an failure to build the truss m onformance with �NSI/7 PI 1, or for hand�inp shippm �nstella ITA and bracing of trusses- A seal on this rag in or cover pagge listing t�ios drawing, indicates acrep�ance f o)ess1 pna� engme rinq re pon§ibilittyy solely for the design shown. The sufcability and use of this drawing for any structures the responsibility of t a Build�hg Desigrfer per ANSI/TPI 1 See.2" FROM: 6AH 617 / T9 /HIPS City.11 �EBB41828-Cali CD"0/DR Horton /4EBB 1828-Cali "D" DRW: Wgt: 246.4 Ibs Tru'obss Label: A2 / ... 05/17/2019 6'4"9 T70"e9 12'457 19' 20'8" 2T39 31'9"7 _i 33'3°7 39'8" 6'4"94'5"15 r 67"99 45.15 r16.E A9 '1 =4X6 SEAT PLATE REQ. =5X8=5X6 F G 1112X4 E�3X4 m3X6 =3X4 3X8 �3X6 =3X4 1112X4 SEAT PLATE REQ, 39'8" 1' 6'2"13 5'10"3 1'11" 5' 1'6"4 51"12 1'11" 5'10"3 6'2"13 1' 6'2"19 12'0"15 + 14'� 19' +20'60 25'8" +27'i 33'5"3 h 39'N Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.156 Q 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.292 Q 999 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.068 M - - Des Ld: 37.00 XP: C Kzt: NA E HORZ(TL): 0.126 M Code,/ Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor: 2.0 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TO CSI: 0.444 Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.536 Spacing: 24.0 " C&C Dist a: 3.97 It Rep Fac: Yes Max Web CSI: 0.665 Loc. from endwall: not in 4.50 It FT/RT:20(0)/10(0) Mfg Specified Camber: GCp!: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1 x4 "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. 88016SOF 196E 1EtD899A911F.8D89 SS F7 ;1b4 dtWnj Gat be" demanitaliy straed amf seSkd tiY AeiiweV&fitt aX, RE. (R: lk: a M2) m xM doe-iho d "bwe ao= d Stv :1 aeitse,kalon Rimed YaMet, of anb:a,"rw"eiim'are'oee c"deree d&ro end .. W and`ft SlUr1''EtlMi dcoW 1.ft W be vetNreda 2n4 eleaioakeop&s. � ' ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 1561 /,, /- /964 /710 /428 K 1561 /- /- /964 /710 / Wind reactions based on MWFRS B Big 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 1145 -1814 B - C 1500 -2823 H - 1 1351 -2345 C - D 1333 -2385 I - J 1333 -2384 D - E 1352 - 2346 J - K 1501 - 2823 E- F 1149 -1820 K- L 27 0 F-G 1101 -1552 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 2458 -1192 P - O 2058 - 950 T - S 2455 -1192 O - N 2058 -950 S - R 2059 - 921 N - M 2456 -1203 R - Q 2059 - 921 M - K 2458 -1203 Q - P 1547 - 589 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp T-C 216 -6 P-G 541 -377 C - S 307 -438 P - H 472 -694 S - E 427 -153 H - N 426 -151 E - Q 474 - 697 N - J 309 - 440 F-Q 537 -311 J-M 216 -9 F-P 317 -297 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS !aextremecare in fabricating, handlin , shippin , ingtalling and bracin. Refer to and follow the latest edition of BCSI (BuiidinEery Informaion, by TIffnc7 SCA) for si�f tyracticespritpefo mingthesefunctions. Installers shall pr vide tefmnraSI.Unless noted otherwise,top chord sha I ha a properly attached structural sheathing anbottom chords a° have a grope y]]ceiling. Locationshownfor ermanentateratint of wBbs shall have bracininstaalled parBCSIsectionsB3,B7 orB10,l_ Apply plates to each face_ otPtruss and position as shown above and on the Joint Details, unless noted otherwise. 4iefar to Of failure to build the IgROr cf a rsuiC%lity F11"" ey ✓✓✓ nenrs, ur SEQN: 668618 / Ti / COMN Ply: 1 Job Number: 36CS01062 ' I FROM: AH Qty: 1 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" DRW: Wgt: 224.0 Ibs Truss Label: A3 / ... 05/17/2019 m 0 35 6'4"8 T10'9 14'4"7 19'10° 25'3'9 31'9'7 33'3 39'8" f' 6'4"8 +1'6" 6'5"14 T 55 9 + 55.9 + 6.5.14 �1'6T 6'4.8 i 1112X4 =3X6v P =3X8 =3X6 1112X4 SEAT PLATE REQ. I —13'4" 5'8° 1 20'8" SEAT PLATE REQ. 6'2'12 5'9"4 5'9"1 2'0'15 5'9"4 6782 597*1 �1'T +2'0°7 + + + 62"12 12' 140"1 19'10" 257"1 278" 33'S"4 39'8" Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.044 L 999 240 Loc R+ / R- / Rh / Rw / U / RL B 438 / / /272 /164 1445 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.084 L 999 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.014 F - - S' 336 /- / /192 /154 !- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.027 F - - J 872 /- !- /645 /384 /- Code / Misc Criteria Code NGBCLL: 10.00 Mean Height:15.00 it Creep Factor: 2.0 reactions based on MWFRS Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf p Bldg Code: FBC 2017 RES Max TC CSI: 0.548 B Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h!2 TPI Std: 2014 Max BC CSI: 0.480 S Brg Width = 68.0 Min Req = - J Brg Width = 8.0 Min Req = 1.5 Spacing: 24.0 " C&C Dist a: 3.97 It Rep Fac: Yes Max Web CSI: 0.538 Bearings B, S, & J are a rigid surface. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings B & J require 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 Ch M. Tens Com Chords Tens Com 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. 80dk length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Plating Notes All plates are 3X4 except as noted. Wind Member design based on both MW FRS and C&C. 400165 OF IO 6E 1E IO 89 9A 911F.80 89 SS F7 IMs d.WM h. b,,A dsmmim89. sIpW'aad s.kd by, MiM*1 MatthrtZ P.E."(FL. lk: WM) da VA dasd'abwn ;P,W.d c6ry'e..i, M ihk d"rm""nt:ire, ost rmiidrnA dy"%d and sealed and Ux if I aM[rdifal{"n'.<We'ovA x �ae�Vte4 ca aoP.elemoaiciwks ' . . . A- B 27 0 F- G 297 - 205 B - C 170 -463 G - H 450 -706 C - D 407 -156 H -1 423 -745 D - E 567 -150 I - J 708 -1385 E- F 289 -165 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-R 515 -399 O-N 565 -9B R - Q 510 - 399 N - M 1182 - 489 Q - P 510 - 399 M - L 1182 -489 P - O 788 -761 L - J 1186 -489 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp R-C 310 -16 O-G 510 -751 C - P 465 - 700 G - N 492 -182 P - E 674 -1218 N - I 441 - 654 E - O 720 - 297 I - L 290 - 4 F-O 56 -182 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shippin , installing and bracin . Refer to and follow the latest edlti n of BCSI (Bu!Iding t Safety Information, by TPI ,,, SBCA) fbr s�tety ractices prior to performing these f notions Installers s Ud gr7vide terhporary BCSI. Unless noted o herwlse,top chord sha I ha a properly attached structural sheat�lingg and bottom chords all have a properly ]id ceilinga. Locations shown for permanent lateral restraint of w bs shall have bracingp installed per BCSI sections B3, B7 or B10, le. _ Ai)R plates to each face of truss and position as shown a�iove and on the Join f Details, unless noted otherwise. defer to a division of i vi 1; or for n acceptance any structure failure to build the 1 or coverJule n. The sui bility uney ✓✓✓ o npnwents. lam. I FROM:: H / T8 /HIPS Qty' 11 4EBB 1828-Cali CD"0/OR Horton 14EBB 1828-Cali "D" DRW: SEQNWgt: 252.0 Ibs TruJobss label: A4 / ... 05/17/2019 6'4'9 T10° 12'4"8 17' 22'B° 2T3"8 31'9'7 33'37 39'8" r 6'4"9 +1'6°� 4'5°15 + 4'7"8 + 5'8" + 47°8 + 4'5"15 +1'6"F 6'4°9 =6X6 lU2X4 =3X4 =_ X6 =-3X4 3X4 -3X4 � X6 '=3X4 1123(4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8' 129'100" 22825'8' 03 6'21�22"1133 12.1" 14' 11I533 398 1T 21 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: Ni TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: it Snow Duration: NA EXP: C Kzt: NA Des d:: Des Ld: 37.00 D Mean Height:15.00 It .00 TCDL: 4.2 psf Code / Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fac: Yes Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C Defl/CSI Criteria PP Deflection in too Udell U# VERT(LL): 0.153 R 999 240 VERT(CL): 0.286 R 999 180 HORZ(LL): 0.067 M - - HORZ(TL): 0.125 M Creep Factor: 2,0 Max TC CSI: 0.380 Max BC CSI: 0.453 Max Web CSI: 0.690 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 400165 OF 196E1E10899A911F 008955F7 10,4 draavuq Aas.Ce® NemaNmlp aped1 s kd. bP Minael•Martlaey PE:"� tia: 4411gi) m1M dat!"ai— ;a4oaamiage9t4F1-actR iwtiuu wde„ :Ri+RaO [op&i a/ tlb;.Auunem ai" net [eni(MM9 JgeeA. 'nd "e dead: dx'SIU 1 auWeatkalion' mae nuA k ve�b{M a agy ekav'aaic�aDks. ,: .. ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1561 /- /- /965 1712 /387 K 1561 !- /- /965 /712 /- 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 1268 -1952 B - C 1550 -2829 H -1 1397 -2335 C - D 1378 -2374 I - J 1378 -2374 D - E 1397 -2335 J - K 1550 -2829 E- F 126E -1952 K- L 27 0 F-G 1192 -1700 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Ccmp. Chords Tens. Comp. B - U 2465 -123B Q - P 1690 -751 U - T 2462 -1239 P - O 2043 -1000 T - S 2043 - 970 O - N 2043 -1000 S - R 2043 - 970 N - M 2462 -1257 R - Q 1690 - 725 M - K 2465 -1267 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. U - C 22B - 6 Q - G 238 - 200 C - T 323 -464 G - P 536 -324 T-E 392 -161 P-H 412 -585 E - R 412 - 585 H - N 392 -161 F - R 536 -324 N - J 324 -464 F - Q 238 - 200 J - M 22B - 8 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extteme care in fabricatin , handlin , shi pin , ingtalling and bracin . ,Refer to and fgllow the latest a iti n of BCSI 8uiidin t Safety Information, by TPI am SBCA) for s�Pty {�racbces prior to performing these functions. Installers s �Q�tr vide to porar BCSI. Unless noted otherwise,top chord sha I have properly attached structural sheat in and bottom chor s alg have a prepper y ]id ceilingq. Locations shown for permanent lateral restraint of w bs shall have bracing ins Iled per BCSI sections B3, 67 or B10, le. Aoo7v plates to each face of truss and oosition as shown 'dove and on the Joint Deta�ls, unless noted otherwise. kefer to a division of i ri 1; or for n acceptance any structure failure to build the i or cover pa e n. The sui ability JLllleY omponenrs, uc SEQN: 698446 / Tl l / GABL Ply: 1 Job Number: 360S01062 FROM: AH Qty: 1 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" DRW: Page 1 of 2 Wgt: 378.0 Ibs Truss Label: ASGE / ... 05/17/2019 6'47 13'9°72 19'10' + 2510'4 r 39'3'9 6'47 TS'S 6'0°4 6'0'4 TS'5 6'47 SEAT PLATE REQ. SPAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. i far 5' i 21' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA D Des Ld: 37.00 Des d:: Mean Height: 15.00 ft .00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: Any GCp!: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 :BC2 2x6 SP #1: Webs 2x4 SP #3 :W2, W3, W7 2x4 SP #1: Bracing (b) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)na!Is @ 6" oc. (a) Continuous lateral restraint equally spaced on member. Or 1x4'T" reinforcement. 800/6 length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Special Loads ------(Lumber Dur.Fac. 1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -1.00 to 56 pif at 40.67 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 39.67 BC: From 4 pif at 39.67 to 4 plf at 40.67 BC: 44 lb Conc. Load at 15.17,17.17 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 Wind loads and reactions based on MWFRS. 6'IT_ 64 6'0'4 j2 S'11`5t312 19'10•33'S'5 '� 38'6• 'f' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.069 U 999 240 VERT(CL): 0.128 U 999 180 HORZ(LL): -0.033 F - - HORZ(TL): 0.059 F Creep Factor: 2.0 Max TC CSI: 0.517 Max BC CSI: 0.438 Max Web CSI: 0.746 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 Additional Notes See DWGS A16015ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. d4Qifi5 OF 1B bE SEili89ilA 913F.(Ib8955 F7 hb &awi,.bas.btm deMmiWi4 VpO add smkd_6y hUnLAWaulnee,:P.E: _(FL. Ifi[ idri823 do tMdate sbd ab<n<wioe u MW3aeilznitatinu Nimee>caPie, «,�ase,�M, �•�eecMa�,� =md seafM arid+ the'. 6Iiirl avm@. aildn'iede'k"'be 'veiiflMon aa4dR�anicidpies. :. to 0 A Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 434 /- /- /- 1197 /- BI 1494 /- !- !- /691 !- BJ 520 /- /0 /- /248 /0 X 859 J !- /- /409 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 BI Brg Width = 8.0 Min Req = 1.8 BJ Brg Width = 8.0 Min Req = 1.5 X Brg Width = 8.0 Min Req = 1.5 Bearings B, BI, BJ, & X are a rigid surface. Bearings B, BI, BJ, & X require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 -20 M-N 68 -68 B-C 170 -439 N-O 70 -68 C-D 421 -157 O-P 65 -101 D-E 454 -184 P-Q 63 -107 E - F 487 - 210 Q - R 59 -124 F-G 495 -217 R-S 112 -196 G - H 528 - 241 S - T 208 - 537 H - I 551 - 268 T - U 285 - 645 1-1 103 -141 U - V 326 - 691 J - K 62 -125 V - W 356 -729 K - L 60 -103 W - X 629 -1344 L - M 64 -96 X - Y 27 -20 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AD 338 -107 AB -AA 600 -277 AD -AC 335 -109 AA- Z 1142 - 518 AC -AB 323 - 809 Z - X 1145 - 516 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AD- C 303 0 N -AB 152 -190 C-AE 297 -657 AB -AU 393 -811 AE-AF 298 -657 AU -AV 361 -770 AF-AG 316 -680 AU-AX 25 -31 AG-AH 318 - 681 A!/-AW 352 - 760 AH-AC 306 - 674 AX-BA 26 - 32 Al- 1 639 -1083 AY -AZ 340 - 744 AI -AC 645 -1104 BA -BD 26 -32 "'WARNING`" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regt�Ire extreme care in fabricating, handlin ,shipping, ingtalling and bracin. Refer to and fellow the latest edition of BCSI (Building Component Safety Information, byt TPI and SBCA) for s�t tyvpractices prior to perfo ming these functions. Installer shall�rovide terhporary / u,l�y bracing per BCSI. Unless noted o herwise,top chord sha leha a properly attached structural sheathing and bottom c or s all have a properly `J attached rigid ceilin .Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, o;n arenrs, t r �s app rawinlicable. App�y plats to ach face or truss and position as shown above and on the Join[ Details, unless noted otherwise. kiefer to P gs 160A-Z for scan and pe(ate positions. Alping, a division of ITW B iidin�l1Compon nt Grop)1p in .shall not be responsible for any deviation from this drawinfa,an failure to build the truss in conformance with �NSUTPI 1, or for iandiinp s�i pin installation and bracing of trusses. A seal on this clraw�n , or cover page listing this drawing, indicates acceptance of prb)ess�Onal engineerinq respon§ibility solely for the design shown. The sufiability I use of this Drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Seo.2. f SEQN: 698446 / T11 / GABL Ply: 1 Job Number: 36CS01062 FROM: AH Qty: 1 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali'D" DRW: Page 2 of 2 Wgt: 378.0 Ibs Truss Label: A5GE / ... 05/17/2019 AI -AK 32 -55 BB -BC 325 -730 1-AJ 647 -280 BD -BF 25 -31 AK -AN 32 - 54 BE- S 372 - 782 AL -AM 714 -331 AA -BF 446 -17 AN-AQ 33 -54 AA-BG 268 -588 AO -AP 689 -313 S-BF 416 0 AQ-AT 32 -53 BG-BH 312 -655 AR -AS 681 -303 BH- W 278 -609 AS -AT 664 -293 W -Z 282 0 AT -AB 633 -261 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. E -AE 3 -3 AS- M 17 -23 F -AF 45 -57 O -AV 12 -16 G -AG 19 -14 AW-AX 35 -45 H -AH 44 -36 P -AY 50 -65 AJ-J 88 -68 AZ -BA 9 -21 AK -AL 17 -46 Q -BB 28 -39 AM-K 20 -26 BC -BD 78 -42 AN -AO 22 -12 R -BE 142 -100 AP- L 46 -60 BG- T 172 -114 AQ-AR 34 -43 BH- U 88 -119 '40036501'S@6E1Ei@899A 413F:808955 F7 This Aiawiag has U..1 mW.11Y SIPM: aa9 .led bw aainuellMattinay P.E. im Lic. amu) . ff. dAt'6" *have mlig a911A-1aalhexiwilva'w , yRint*tl rreg&s f tA& darurseaa arn'rnv iendMtaO iiyaMii aatl Yta1cA aad `�Irc 911h1�aaNeirtiMidaibaemurt,De ve�bie0 oa�aaY tleaiani[ivp&x ^ . .. - *`WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT•* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handdlin , shipppin , ingtalling and bracin . , Refer to and follow the latest edition of SCSI (Building t Safety Information, by TPI an SBCA) f�r safety �ractices prior perfor�ming these functions. Instal sha�I provide tem ovary BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shaft have a linopperly zid ceilingq. Locations shown for permanent lateral restraint of webs shall hav� bracing in per BCSI sections 83, 67 or B10, le. AppTv plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. ktefer to a division of ipl i;ortor n acceptance any structure failure to build the 1 or cover a e n. The ui ability uney ✓✓✓ v:npnirenrs, uc Q Ply: 1062 I FROM:6AH 620 / T7 /HIPS Qty' 11 4EBB 1828-Cali "D""0/DR Horton /4EBB 1828-Cali "D" DRW: Wgt: 254.8 Ibs Truss Label: A6 / ... 05/17/2019 T10"9 124"7 15' 19'10" 24'8" 2T3"9 31'9"7 33'3"17 39'8" 6'4"9 +1'6"r 4'5"14 2'7"9+ 4'10" 4't0" 27 9 } 4'5"14 { 1'6"T 64.9 1 =3X4 =5X6 go m 1112X4 =3X4 =3X6=3X4 =3X8 =3X4=3X62 3X4 III23(4 SEAT PLATE REQ. 6'2"13 5'10"2 6'2"13 12'0"15 Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 S Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. SEAT PLATE REQ. 39'8" 1'11"1 4'10" 4'10" 1' 5'10"2 6'2"13 1 14' 11, 19'10" 24'8" 25' �"11t ' 2T7" 33'S"3 39'8" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.158 G 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.296 G 999 180 B 1561 / / /962 1714 /346 Snow Duration: NA HORZ(LL): 0.067 N - - L 1561 1- 1- /962 /714 t- HORZ(TL): 0.125 N Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.8 Bldg Code: FBC 2017 RES Max TO CSI: 0.387 L Brg Width = 8.0 Min Req = 1.8 TPI Std: 2014 Max BC CSI: 0.454 Bearings B & L are a rigid surface. Rep Fac: Yes Max Web CSI: Bearings B & L require a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1334 -1958 B - C 1577 -2831 H - I 1388 -2093 C - D 1411 - 2370 I - J 1429 - 2331 D - E 1430 - 2331 J - K 1411 - 2370 E - F 1388 - 2093 K - L 1576 - 2831 F- G 1334 -1958 L- M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - V 2467 -1273 R - Q 1831 - 864 V - U 2465 -1273 Q - P 2039 -1026 U - T 2039 - 996 P - O 2039 -1026 T - S 2039 - 996 O - N 2465 -1302 S - R 1831 - 835 N - L 2467 -1302 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp V- C 235 - 6 R- H 278 -172 C - U 327 - 473 Q - 1 404 - 522 U - E 351 -161 H - Q 546 -372 E - S 404 - 522 1-0 351 -161 F - S 546 - 372 O - K 328 - 473 F- R 278 -172 K- N 235 - 8 G.- R 247 - 290 40M G5 OF 10 dE 1E10899A911F 80 3955 U 164 &.W.q.he bemOw.1m114 sip.daad s kd by h!¢*uelAf attiaey' P.E., fw 1&.;Pdri87) as xbe AatA "ib'own : abeaemlu;d4ibF.lmntiewkmicn uQn„ Nirosd'S*Pk.�, "f ildc d"tumeaii aM.net t*nddemA'dp.A ma fetiea d"a fnn slv i aomemuafbn-.i*dr`u�:ce +aci8ie4 oeau4 e6Yaank�apks. ,. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracin . Refer to and follow the latest editi n of BCSI (Building t Safety Information, by TPI and SBCA) for sjj shipping, practices prior to performing these fu ctions. Installers sh d1?provide terhporaryi BCSI. Unless noted o herwise,top chord sha lehave properly attached structural sheaf ingg and bottom chord shall have a propper y id ceiling. Locations shown for permanent latqral restraint of w¢bs shall have br cinp Installed per BCSI sections B3, B7 or 810, ,is.. AppTy plates to each face. of truss and position as shown abs and on the �oin[ Details, unless noted otherwise. �tefer to QIIE7J ✓ ompnllenrs, - any .I- SEQN: 668621 / T6 / HIPS Ply: 1 Job Number: 360S01062 FROM: AH Qty: 1 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Wgt: 212.8 Ibs Truss Label: A8 6'4"9 13' 19'10° 26'8" 6'4"9 h 87"7 h 6.10" I 610" =5X8 =3X4 DRW: / ... 05/17/2019 6'7"7 6'4"9 1112X4 3X4=3X6 =3X8 =— X6=3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 398" 1' 6'2"13 6'9"3 1' 5'10" 5'10" 1' 6'9"3 6'2"13 1' 6'2"13 13' 14 19'10" 25'8" 26' 33,5 398" Loading Criteria (psf; Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.172 E 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.321 E 999 180 B 1561 / /- 1953 1716 /305 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.069 J - - H 1561 /- 1- /953 /716 I- Des Ld: 37.00 EXP: C Kzt: NA HORZ L R ): 0.128 J - - Wind reactions based on MW FRS NCBCLL: 10.00 Mean Height: 15.00 it Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf p I Bldg Code: FBC 2017 RES Max TC CSI: 0.446 H Brg Width = 8.0 Min Req = 1.8 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 i TPI Std: 2014 i Max BC CSI: 0.558 Bearings B& H are a rigid surface. Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ff Rep Fac: Yes Max Web CSI: 0.564 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F 1502 -2274 Lumber B - C 1623 -2836 F - G 1425 -2325 C - D 1425 -2325 G - H 1623 -2836 To chord 2x4 SP #1 p D- E 1502 - 2274 H -1 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Member design based on both MW FRS and C&C. B - P 2472 -1319 M - L 2006 -1008 P - O 2469 -1319 L - K 2006 -1008 O - N 2006 -978 K - J 2469 -1348 N - M 2006 -978 J - H 2472 -1348 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P - C 244 - 4 M - F 370 - 243 C - O -170 K - G 513 -170 ,a� �t �MA,9 444 D - O 444 -170 F - K 444 444 170 A,, .GEN°f✓ D-M 370 -243 G-J 244 -6 . >•' .. _ . .a w E - M 300 - 381 `d001550f1B GE1E10849A411F:008955 F7 ID4 BLminr.Gas: Dem gauontcati9 S(pttd'and rakd by 6tsm,el Martlaey.V.F;(Ft:1k: udntll on tM Gale'A— aLwc m1ep, d9tlMla"llzetllmlen ["da, 'N7ntM"["p:ec Ntih d"tumeN �i",:mtce"i[dim!'dg"eb 'md leWld and-tt. 91hi'aiftwWEo["a' code mW M aiiit[MmiuY ekRitniciapkf. ` **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS > requi�ext remecare in fabricatng, handdlin shippin , installing and bracin .Refer to and fgllow the latest editipn of BCSI (Building Went ggety Information, bTPI pnSCA)forsi tyractcesprior topeomingthese f nct[ons. Installers shall pr0vide telhporary!/Ufeyr BSIUnless noted o herw[se,top chord sha lehave properly attached structural sheatuhinqq and bttomc or shall have a propper y Si�99ideiling. Locations shown far permanent lateral restraint of w bs shall have bracing insi Iled per BCSI sections B3, B7 or 810, om nrrenrs, [,r cable. AppTv plates to each face of truss and position as shown move and on the Joint Detas, unless noted otherwise. defer to r 1s 160A-Z fo an and plate posit[ons. a division of ITW_BuildinmComwnents Group Inc.. shall not be_responsible for any deviation from this cl awinp,any failure to build the SEQN: 668622 / T5 / HIPS Ply: 1 Job Number: 36CS01062 FROM: AH City: 1 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" DRW: Wgt: 212.8 Ibs Truss Label: Al .. / ... 05117/2019 r + 16'10"2 T"7 39''8" 37+ 64"93 475'10'2 8 813 11' 266'449 477+ + 0+2J =6X6 1112X4 =3X6 =3X4 =5X8 D E F G H 12 6 p m 503X4C 1 3X4 0 rIn 1 =4X6(A2) B J=4 A K S R Q P O N M L 1112X4 =3X4 =3X6 =3X8 =3X4 =3X6 =3X4 1112X4 T to m i0 X6(A2) SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' 6'2"13 4'9"3 3' 2'10"2 6'1 "9 2'8"5 3' 4'9"3 6'2"13 1' 6'2"13 11' 14' 16'10"2 22'11"11 25'8" 28'8" 33'5"3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.191 E 999 240 Loc R+ / R- / Rh / Rw / U / RL B 1561 / /- /940 /718 /264 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.358 E 999 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.070 L - - J 1561 /- /- /940 /718 / Des Ld: 37.00 EXP: C Kzt: NA HORZRL ): 0.132 L - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 ei Mean Height: 15.00 ft Creep Factor: 2.0 B Brig Width = 8.0 Min Req = 1.8 Soffit: 2.00 TCDL: p sf BCDL:5.D sf BldgCode: FBC 2017 RES Max TC CSI: 0.387 J Big Width = 8.0 Min Req = 1.8 Load Duration: 1.25 P MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.493 Bearings B & J are rigid surface. Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Fac: Yes Max Web CSI: 0.481 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 it FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCp!: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 16M -2609 B - C 1644 -2814 G - H 1675 -2595 Wind Duration: 1.60 WAVE Lumber C - D 1522 -2444 H - I 1522 -2444 Top chord 2x4 SP #i D - E 1683 - 2609 1- J 1644 - 2814 Bot chord 2x4 SP #1 E - F 1683 -2609 J - K 27 0 Webs 2x4 SP #3 Wind Member design based on both MW FRS and C&C. 460165 OF 16 6E 1E10899A911F BD 8955 F7 Thu AmJahe been SWI.Nm119 11Wcd'and sealed by h}amKl hhNne[,.P.E. (R. lk: d4U"), on tM date'sb- Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2448 -1332 O - N 2133 -1114 S - R 2446 -1332 N - M 2133 -1114 R - Q 2133 -1084 M - L 2446 -1361 Q - P 2133 -1084 L - J 2448 -1361 P - O 2613 -1371 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S - C 199 -8 G - O 278 -332 C - R 300 -379 O - H 645 -398 D - R 369 -177 H - M 366 -176 D - P 656 -407 M -1 299 -379 E - P 274 - 327 1- L 200 -10 P-G ill -108 -aLwe atia6d dlllrl'"etbeNkati"u tub -Rint"A'<"d'ns at 1Ns dat"m"ot aie, eM [o"'AdemA Agerd ®d ..I d aud'th[ Slltd aatheotiaat[on'.idde mutt Ix -se��don m9 eteatodc[spks. -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handdlin , sh! pin , installing and bracinp. Refer to and fgllow the latest a iti n of BCSI Buildin Component Safety Information, byt TPI pnd S1 for s��ty ractices prior to performing these functions. Installers s ? pr vide to porag? bracing Per BCSI. Unless noted o herwlse,top chord sha Ilia a properly attached structural sheathin and bottom chora slhiall have a properly ✓ attach d ri id ceiling. Locations shown for ermanent Iatgral restraint of webs shall have bracing ins7alled per SCSI sections B3, B7 or 610, o;n �nuents, u-, as app�icab�a. AppTv plates to ach face otPtruss and position as shown above and on the Join[ Details, unless noted otherwise. ktefer to 1 drawings 160A-Z for standard plate positions. AlpinQ, a division of ITW Buuildin Componentsi Grg)rp In% shall not be res�onsiiile for any deviation from his drawing,anv failure to build the ttruss m confdormance with ANSI�PI 1, or for an ling s i In rnstallati n an bracin 9f trusse . A sea on this drawing or cover aga listing this f wing, indi 9 tes acceptance pf preiass Sno ee y ineering re&&paoonoipIlll soP ely foQr the design shown. The uiiability I �ise o this raw In for an sucture s the res onsibilit of the uliditl Desi vier per ANSI/TPI 1 Sec.2. For more information see this iob s general notes pane and these web sites: ALPINE: www.alpine hw.com; TPI: www.tpinst.ogl; SBCA: www.sbeindustrycom; ICQ_ www..(ccsafe.org i i SEQN: 668623 / T4 / HIPS Ply: 1 Job Number: 36CS01062 FROM: AH Qty: 1 4EBB 1828-Ceti "D" /DR Horton MEBB 1828-Cali "D" DRW: Wgt: 222.6 Ibs Truss Label: Al2 / ... 05/1712019 6'4"8 9' 14'3,111 19'10" 25'4"5 30'8" 33'3"8 39'8" 6'48 } F-r-8� 53°11 5'6°5 + 5'65 5'3"11 2'7""8 64"8 =6X6 =3X4 =5X6 =3X4 =6X6 D E F G H 11 I� r io 4K6(A2) T S R Q P O N M L 1112X4 =3X4 =3X6 =3X4 =3X8 =3X4 =3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 6'2 2'9"4 �� 5'9"13 5'9"13 2'0°3i 2'9"4 6'2"12 i 1' 6'2"12 9' 12' 20 3 19'10" 25'7"13 2T8"i 3 f 3374 39'8" 14'0" 30'8 6 003X4C (A2) 1-43X4 B J= Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF7 Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.246 F 999 240 LOG R+ / R- / Rh / Rw / U / RL B 1561 /- / /921 /720 /223 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.461 F 999 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.075 L - - J 1561 /- /- /921 /720 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ TL ( ): 0.141 L - - Wind reactions based on MWFRS Code/ Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 it Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.395 J Brg Width = 8.0 Min Req = 1.8 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.506 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Fac: Yes Max Web CSI: 0.481 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 itFT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCp!: 0.18 Plate Type(s): a VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 2028 -3246 B - C 1669 -2806 G - H 1873 -2959 Wind Duration: 1.60 WAVE Lumber Ili- Top chord 2x4 SP #1 D - E 1873 - 2959 J 1668 - 2806 Bot chord 2x4 SP #1 E - F 2028 -3246 J - K 27 0 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. 400165 OF 11) 6UE 10999A 911F802955 F7 :.This hnft.hq;'0. eieManiCaii1. tiPedsod sukd,6p, 'tdimeumi.idet,'F.E. 6t. lk. adnpll do tM ddd'th— �oe" mus d »iai oaaro,i�A ,�. zpjwed-Cw4 M ttls dameit are„ n ddw..9-dpe .1 ieekd eud`0. 9t1A•1'aul6tmitaidn' and mop M Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 2440 -1350 P - O 2993 -1625 T - S 2438 -1350 O - N 2261 -1216 S - R 2261 -1186 N - M 2261 -1216 R - Q 2261 -1186 M - L 2438 -1379 Q - P 2993 -1615 L - J 2440 -1379 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T-C 163 -12 P-G 328 -185 C - S 254 -275 G - O 381 -523 D - S 301 -205 O - H 942 -565 D - Q 942 - 565 M - 1 254 - Z75 Q - E 381 -523 H - M 302 -205 E-P 328 -185 I-L 163 -14 F - P 226 -300 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS q ire extreme cafe in fabricatin , han Iin , shippin , installing and bracin . , Refer to and follow the latest edition of BCSI Building t afety Information, by TPI 0nc� SBC )for saatIty ractices pnor to perfo�mmg these f�notions. Installerssh. Unlessnoted oythervnse,top chord shallave properly attached structuralheathing and bottom chidceilin .Locations shown for ermanent latal restraint ofwebs shallhave br cin installed peBCSI App�ylatstoach facPtrussandposon as shown above and on the �oin�Details, unless noted ot�ierwise. defer to ROA , fn an arc, n ata nnei .nm a division of / uirey o:rrparerrrs, fir SEQN: 668635 / T20 / HIPS Ply: 1 Job Number: 36CS01062 FROM: AH Qty: 1 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Wgt: 235.2 Ibs Truss Label: Al4G li m =4X1 l� 1f 9 U 2'10" T 11'4° 15'4"12 1 T 242"12 T 4'4" 4'0"12 17" 44"12 1112X4 =_5X8=3X6 =5X10 =6X6 12 C=6X8 D E F G H DRW: 1 ... 05/17/2019 28'4" 32'8" 39'8" 4'1"4 4W T 1112X4 I =6XSJ M P " '94ii '414'li PA PAP = i L dpl'Ar ip'Ar i Lvihm.F'Arm I i 1114X4 =8X10T =5X6 =5X6 1112X4 =5X6 =55X6 = X10 III X4 fl � L 2(8 3) i SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 11'4" 28'4" 6" i t 12 4'"4 2'8" 4'1 "4 + 4'1 "4 18 4'2"4 6'7"12 6" 6 T1"12 11'24" 14' 181 19'10" 2311"4 25'8 28 32'6"4 397 81, 1' 5'8"12 �� Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 _ Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to hl2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x6 SP #1 Webs 2x4 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 8d Box or Gun (0.113"x2.5",min.)na!Ic @ 6" oc. (b) Continuous lateral restraint equally spaced on member. Or 2x4 'T" reinforcement. 80% length of web member. Same species & grade or better, attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. Special Loads ------(Lumber Dur.Fac. 1.25 / Plate Dur.Fac.=1.25) TC: From 56 pif at -1.00 to 56 pif at 7.00 TC: From 28 pif at 7.00 to 28 pif at 32.67 TC: From 56 plf at 32.67 to 56 pif at 40.67 BC: From 4 plf at -1.00 to 4 pif at 0.00 BC: From 20 plf at 0.00 to 20 plf at 7.03 BC: From 10 pif at 7.03 to 10 pif at 32.64 BC: From 20 pif at 32.64 to 20 pif at 39.67 BC: From 4 pif at 39.67 to 4 pif at 40.67 TC: 200 lb Conc. Load at 7.03,32.64 TC: 171 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,19.06,20.60,22.60,24.60,26.60,28.60,30.60 BC: 513 lb Conc. Load at 7.03,32.64 BC: 127 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,19.06, 20.60,22.60,24.60,26.60,28.60,30.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N1 Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/l0(0) Plate Type(s): WAVE Defi/CSI Criteria PP Deflection in foe Udefl U# VERT(LL): 0.188 1 999 240 VERT(CL): 0.349 1 968 180 HORZ(LL): 0.034 M - HORZ(TL): 0.063 M Creep Factor: 2.0 Max TC CSI: 0.973 Max BC CSI: 0.588 Max Web CSI: 0.990 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 Wind Wind loads and reactions based on MWFRS. Additional Notes Negative reaction(s) of -398# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. 400165 OF 186E SE10099A 911F 8099 rS F7 TDu drawing has :been elemmim0y siraed aad. sdkd by M1t nml-ldaniuei, P.6,(Ft. 1k. 047181) w tfk datesbo abaa<mleBd SelA�laatbewlcaifaa nide., ;Akded. V;.. aF rids du is iie'noe a idd.t.'d dp" -m,d teatcd aad'the 57Ur1 autbentlwlon &4. bast ae tRsrt(edva anp ekm"dccapks. ,. . ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 70 098 /- /75 /- / T 5210 /- /- /- /2583 /- K 2102 /- /- ! /1040 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 T Brg Width = 8.0 Min Req = 6.1 K Brg Width = 8.0 Min Req = 2.1 Bearings B, T, & K are a rigid surface. Bearings B, T, & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 27 -20 G - H 1915 -3871 B - C 1219 - 607 H - I 2079 - 4207 C - D 2918 -1445 I - J 2080 -4207 D - E 2918 -1445 J - K 2000 - 4032 E - F 176 - 372 K - L 27 -20 F - G 176 - 372 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 495 -1072 Q - P 2645 -1319 U - T 488 -1045 P - O 3930 -1955 T - S 191 -95 O - N 3930 -1955 S - R 191 - 96 N - M 3568 -1740 R - Q 2645 -1319 M - K 3538 -1733 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-U 691 -170 G-P 1610 -780 C - T 1225 - 2569 P - H 483 - 719 D - T 433 - 565 H - N 367 -162 T - E 2018 -4043 I - N 364 -456 E - R 2168 - 949 N - J 817 - 434 R - G 1498 -2985 M - J 712 -177 G-Q 337 -31 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracin . Refgr to and fgllow the latest edition of BCSI (Building t Safety Information, byt TPI gnr7 SBCA) for saat ty practices prior to performing these f�nctions. Installers shall provide telilporaryi BCSI. Unless noted o herwlse,top chord shallef7a a properly attached structu al sheat in and bottom c or shall have a propper y �id ceiling. Locations shown for permanent lateral restraint of webs shall hava bracing installed per BCSI sections B3, B7 or B10, a. Appi plates to a^oh face of truss and position as shown above and on the Joint Details, unless noted otherwise. kiefer to 50A-Z torysipandeard plate positions. vision of ITW_Buildina Components Grouo Inc. shall not be responsible for anv deviation from this drawina.anv failure to build the J rn7ev vmpnuenrs, ur. SEQN: 668625 / T2 / GABL Ply: 1 Job Number: 36CS01062 FROM: AH Qty: 1 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" DRW: Wgt: 134.4lbs Truss Label: 132GE / ... 05117/2019 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 Sot chord 2x4 SP #1 Webs 2x4 SP #3 10'8" 10'8" 2'8"—+`1 WP 21'4" 21'4' 10'8" 1, 21'4" + 1, 21'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category:11 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 GCpi: 0.18 Wind Duration: 1.60 Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. 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 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): -0.001 H 999 240 VERT(CL): 0.001 AE 999 18( HORZ(LL): 0.002 J - - HORZ(TL): 0.003 J Creep Factor: 2.0 Max TC CSI: 0.108 Max BC CSI: 0.033 Max Web CSI: 0.088 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 '49016tOF196E 1E39899A 911E 80895S P7 M di*a6nrl" be® e1,Mw1.3y siped'; and sukd: by Alaouel bfvrinK•PE:.ffs• W. sn9w) -IMAM, 'h- -moo<mab a srwaema�mlwiiae sa ;. ;Aasiee::c.Ne* ee,in&a*on"ene ai�"*r<o"ilm,eed�mia '®d sid,4 o"e du siv i "wd_bi lode mw be. �9e,Medoa,Su9.eleiu9ntcsopks. _.; .... ♦ Maximum Reactions (Ibs), or *=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL P* 81 /- /- 139 /37 /11 Wind reactions based on MWFRS P Brg Width = 256 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 1-1 304 -24 B-C 87 -120 J-K 253 -21 C - D 80 -90 K - L 202 -23 D-E 105 -71 L-M 154 -43 E - F 153 -50 - M - N 105 -64 F - G 202 -29 N - O 74 -84 G-H 253 -21 O-P 81 -113 H-I 303 -24 P-Q 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B -AE 175 -108 X - W 192 -107 AE-AD 183 -110 W - V 191 -107 AD -AC 185 -110 V - U 189 -106 AC -AB 188 -111 U - T 187 -106 AB -AA 190 -112 T - S 185 -105 AA- Z 191 -112 S - R 183 -104 Z-Y 192 -113 R-P 175 -103 Y-X 192 -107 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp C -AE 174 -103 W - J 187 -83 D -AD 88 - 65 V - K 153 -73 E -AC 101 -74 U - L 100 -73 F-AB 100 -73 T-M 101 -74 G -AA 153 -73 S - N 88 - 65 H-Z 187 -83 R-O 174 -103 I-X 0 -162 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a ire extreme care in fabricating, handlinhi pin , ingtalling and bracinst. Refer to and follow the la est a iti n of BCSI Buildingg t uSafety Information, by TPI pnr7 SBCA) fors rie�tyractices prior to performing these functions. Installers s pl�_pr vide terhporary BCSI. Unless noted o hermse,top chord sha a e properly attached structural sheet ingg and bottom chore s al have a Prope y 'Id ceilingp. Locations shown for permanent Iatpral restraint of webs shall have bracing Installed p r BCSI sections B3, B7 or B10, le. A T letes to ach face of truss and position as shown above and on the Joint Details, unless noted otherwise. liefer to 60A-Z f�ol�stanclard pate positions. vision of ITW-BuildingComnonent, GrcuP Inc.. shall not be_responsible for env deviation from this dr_awinq,anv (allure to build the J u�dev ompn1tenrs, lic any n SEQN: 666624 / T15 / SPEC Ply: 1 Job Number: 36CS01062 ' FROM: AH Qty: 1 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" DRW: Wat: 103.6 Ibs Truss label: 131 / ... 05/17/2019 -5 64"8 10'8• + 14'11"8 21'4" 6'4"8 4'3"8 4'3"B 64"8 D=4X6 IIIIX4 =3X4 m3)W 111ZA4 SEAT PLATE REQ, 21'4" SEAT PLATE REQ. 6'2'12 3'1"4 1'4" 6'2"12 1 �10'B" 15'1"4 } 21'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection !n loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.040 H 999 240 Loc R+ / R- / Rh / Rw / U / RL B 869 /- /- /529 1397 /229 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.074 H 999 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.017 G - - F 805 / /- /463 /360 /- Des EXP: C Kzt: NA HORZ TL : 0.033 G ( ) Wind reactions based on MWFRS Code / Misc Criteria CLLd: 10.00 NCBCLL• 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 B Br Width = 8.0 Min Re 1.5 g q = Soffit: 2.00 TCDL: 4.2 sf P BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.477 F Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 P MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.310 Bearings B & F are i rigid surface. Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0,325 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCp!: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 A - B 27 0 D - E 1021 -947 B - C 1194 -1342 E - F 1255 -1349 Wind Duration: 1.60 WAVE Lumber C - D 999 - 946 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MW FRS and C&C. l •d0ai 65UF366E1E30899A 911f90II9 SS F7 IbB &gwGig Gas ben dect'.9.11f sfgaed' and .kd by hlanuN hlettlbee,'VA r(Fl. LL. SMn) od the do, lb— "bmrt W . P.W.d,tydee at" N' da _ate. "ot _16—d slg"ad and oohed and::thc,SIWI "nUmin rote"mwt be nnMed on gap ekeuadeiepM. � ' **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - J 1138 - 946 H - G 1144 - 949 J -1 1135 -946 G - F 1147 -950 I - H 1135 - 946 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J-C 224 -21 - H-E 515 -439 C - H 505 -428 E - G 225 -41 D - H 587 -588 *IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shippin , installing and bracing. Refer to and follow the latest %tisn of BCSI (Buildinggg [ Safety Information, by TPI anrt SBCA) for slTTBty �ractices prior to performing these functions. Installers s �i pr vide temmporary SCSI. Unless noted o herwise,top chord sha I have properly attached structural sheathing and bottom c or shall have a propper y tid ce!lin . Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or B10, Be. App�Y pplatees to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. befer to 60A-Z forystanoard plate positions. vision of ITW B ildingg�Compon nts Grg(1p In% shall not be respponsi le for any deviation from this drawi11an failure to build the Iformance with �iNSI/TCI 1, or for handling ship In Installation an bracing of trusses. A seal on this Uraw�n , or cover anstte drawing, indicates acceptance of r8)esSignal engineeringg re ppon§ibilit�yy solely f r the design shown. The �uiCabI ity if this drawing for any structure is &,a responsibility of the F3uild�ilg Desigrfer per At�SI/TP11 Sec.2. mation sea this iob's general notes oaae and these web sites: ALPINE: www.aloineitw.com: TPI: www.toinstora: SBCA: www.sbeindustmeom: ICC: w6ymicesefe.or / urrz5% ✓ o:rrporrenrs, ur. SEQN: 668627 / T3 / GABL Ply: 1 Job Number: 36CS01062 -- - - ---- - - FROM: AH City: 1 4EB6 1828-Cali "D" /DR Horton MEBB 1828-Cali "D" DRW: Wgt: 78.4 Ibs Truss Label: C2GE .. / ... 05/17/2019 T 7' 14' T f 1 8"—"}-(TYPI i G_--4X4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category:11 EXP: C Kzt: NA Des Ld: 37.00 Mean Height:15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCp!: 0.18 Wind Duration:1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. 14' 14' 14' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): -0.001 F 999 240 Lu: NA Cs: NA VERT(CL):-0.001 F 999 180 Snow Duration: NA HORZ(LL): -0.002 E - - HORZ(TL): 0.002 E Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.118 TPI Std: 2014 Max BC CSI: 0.026 Rep Fac: Yes Max Web CSI: 0.061 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 4001 SS OF 19 6E tE t0 99 9A Sit IF 80 E9 5S F7 ID4 d�aeuq as pDeer ticmenimlly sireed'aad sea&d, by Minuel'.Hattin P.6',L JAL,6 B]) MtM dati*lb— .b.e�I.edsRA1tff1a_f n7a"eod� ftW.4.P1+.4 iidr. Aarmaeae t'ieadd.te9: di"id aaa Kaita aad�me siiat•aomemkaetiunteat etmt.x ¢eeNiiEoa eri4 elemonictaP&s. . ♦ Maximum Reactions (Ibs), or •=PLF Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL L` 84 /- /- /40 /39 /12 Wind reactions based on MWFRS L Brg Width = 168 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 G-H 213 -26 B-C 14 -66 H-I 157 -48 C-D 61 -28 I-J 105 -69 D-E 113 -17 J-K 87 -89 E-F 165 -14 K-L 84 -106 F-G 221 -17 L-M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-V 145 -46 R-Q 164 -49 V-U 153 -47 Q-P 159 -50 U-T 158 -48 P-O 155 -51 T-S 161 -49 O-N 150 -53 S-R 164 -49 N-L 144 -55 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp C - V 122 - 56 Q - H 205 - 83 D-U 115 -75 P-1 159 -72 E-T 159 -72 O-J 115 -75 F - S 205 - 83 N - K 122 - 56 G-R 13 -89 1 •'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a Ire extra a care in fabricat!n , handlln , shi pin ,installing and bracin . ,Refer to and fgllow the latest editi n of BCSI Building t rSaafety In>'ormation, by TPI anc� SBCA) f�r satiPety �ractices pnor to perfor$mmg these functions. Installers shalQ provide to ra BC51. Unless noted oytherwisa'top chord shall have properly attached structural sheathing and bottom chord shall have a pperryly id ceilingp. Locations shown for Dermanent latrirpi restraint of webs shall have br clog installed per BCSI sections B3, B7 or B10, e.. AppTy plates to each face of truss and position as showy. above anon the o,nt Details, unless noted otherwise. defer to J array omponerirs, ur any SEQN: PIT. Job Number: FROM 6AH 626 / T14 / SPEC I g:150.4 Ibs I Tro s Label CC;CD 0/DR Horton /4EB131828-Cali "D" DRW % 05/17/2019 7' 7' SEAT PLATE REQ. C=5X6 IIILA4 14' 14' 7' rn co -v =2X4(A1) SEAT PLATE REQ. 1 7 7' J 7' 14• Loading Criteria (psp 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 to loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.019 E 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.021 E 999 180 B 593 /- /- /371 /272 /158 BCDL: 10.00 Risk Category: ii Snow Duration: NA HORZ(LL): -0.009 E - - D 527 !- /- /304 /234 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.011E - - Wind reactions based on MW FRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 TCDL: .2 psf BCDL:5P.0 sf Bldg Code: FBC 2017 RES g Max TC CSI: 0.683 D Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Sid: 2014 Max BC CSI: 0.422 Bearings B & D are a rigid surface. Bearings B & D require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.119 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpt: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02,02,1208.15 A - B 27 0 C - D 809 738 Lumber B - C 777 -739 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Wind B - E 598 -536 E - D 598 -536 Member design based on both MW FRS and C&C. Maximum Web Forces Per Ply (ibs) Webs Tens.Comp, C-E 311 -82 480165 OF 16 6E1E10899A 921F.8089 SS F7 M d-In6as .b.b,. d".dmBy sIpM ..d salts : by Minuel+Giartiney'.V.f, (Fl. 1k, 'Bdi18) W 1M d0e'06v i . abwsminB o siwlwtlzMhoilan aido :PIW .%m W of iW Cxument'arc'— rnnddne9.10.4 ®d n90 and ax Btlf L'am6mucniai, ["de nun be ye[kletloa ao9 elewoni[iapks. ' "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a require extreme care in fabricatin , handdlin , shi pin , ingtalling and bracin�. Refer to and follow the latest Vitign of BCSI (Buildin Went Safety Information, byt TPI pnc� SBCA) for styracifces prior to perfo ming these functions. Installer s gI pr vide to porar Ser BCSI. Unless noted o herwise,top chord sha a e properly attached structural sheathing and bottom c or shall have a propper y ri id ceilin .Locations shown for permanent tatgral restraint of webs shall have bracing installed pe(r BCSI sections B3, 87 or Es10, icab�e. App� pplotees to each face o truss and position as shown above and on the Join Details, unless noted otherwise. kefer to I s 160A-Z tostandard plate positions. a division of ITW Buuildin�lg�CCompon nts Grgpp In . shall not be responsible for any deviation from this drawi71,an failure to build the conformance with ANSUfPI 1, or or handiiri schippinp, Installation and bracin of trusses. A seal on this trraw�nq or cover gaffe this flrawing, in�licajes acceptance of pr�lesSfOnal gnginegring responsibility solely for the design shown. The sul ability Y lrey l7IPoll,?" Ilf. SEQN: 668629 / T19 / EJAC Ply: 1 Job Number: 36CS01062 '1 FROM: AH Qty: 14 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" DRW: Wgt: 23.8 Ibs Truss Label: EJ7 / ... 05/17/2019 C 12 6 p r� cM � it 2X4(A1) B A D SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category:11 EXP: C Kzt: NA D Des Ld: 37.00 Des d:: Mean Height: 15.00 ft .00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwali: not in 4.50 ft GCp!: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. Ill Snow Criteria.(Pg,Pi in PSF7 Defi/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): -0.014 ID HORZ(TL): 0.025 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.496 TPI Std: 2014 Max BC CSI: 0.368 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 17.02.02.1208.15 WAVE d9Qi6�+bf IB 6E 1E19899A 911E BD 89 SS F7 M druft has Bien demenicalp siped2aod seakd br ' MiwH-.. Wwtk ,-M. (H: lii: GtT161) oa the dale"�Aovm ehme mk6u StW3amtim1kmian <adG 'NiMM��apira e! aa6 denmem "are.-mt nodGniB iiged Md Sealed a"dIbe'sllftl.'arrt4errtkaifon'<"Ae�nuA a aeibietloa au9 eteWodscopkf. ,, ,_.. . ♦Maximum Reactions (Ibs) Gravity Loc R+ / R- / Rh Non -Gravity /Rw /U /RL B 336 /- /- /259 /117 /173 D 127 /- /- /101 /20 /- C 171 /- /- /91 /133 !- Wind reactions based on MWFRS B 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 77 -151 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a ire extreme care in fabricatingg, handlin , shi ,in , !ngtalling and brac n . , Refer to and follow the latest edditi n of BCSI Building t uire Information, byt TPI gnd SBCA) for saTety �ractices prior to pert'o�mmg these functions. Installers shal�.pr vide to poraryy BCSI. Unless noted o herwise,top chord shall have properly attached structural sheath, ing and bottom chorrdd s al� have a Propper) B ceilingg. Locations shown for permanent IatQral restraint of webs shall have bracing msialled per BCSI sections B3, 37 or B10, e. AgpT platees to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. defer to 60A-Z'fo�staridazd plate posmons. Of i ri 1; or for n acceptance any structure failure to build the i or cover pa e n. The sui ability / urtey �I o npnrlents, fir PIY:1 Job Number: 36 I FROM: AH 444 / T12 /HIP Qty: 2 4EBB 1828-Cali CD"0/DR Horton /4EBB 1828-Cali "D" DRW: Wgt: 14.0 Ibs Truss Label: EJ2 / ... 05/17/2019 A Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00. Mean Height: 15.00 ft NCF'CLL: 10.00 TCDL: 4.2 psf Sof`:": 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 It GCp!: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Hangers / Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong -Tie. Please refer to the most recent Simpson Strong -Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Bearing at location x=17 y=8'8" uses the following support conditions: 17 Bearing D (17, F8") HUS26 Supporting Member: (1)2x6 SP #1 (14) 0.148"x3" nails into supporting member, (4) 0.148"x3" nails into supported member. Wind Member design based on both MWFRS and C&C. a 12 SEAT PLATE REQ. j 2' 1' 2' Dim 2' Ci T T Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: 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 / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.094 TPI Std: 2014 Max BC CSI: 0.022 Rep Fac: Yes Max Web CSI: 0.026 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 400165 OF 106E 1E10899A 911E OD S95S F7 mu dww5q kas bt. 11M W.11 tpW ..d SUM by tdmuel. Mattiaer,.P.E: 0t. lkr 44m) ua Ux im..'b— abevewlogaMA3actka! W. and sealtd a 'Dx SHA3 ma rI"i.ti bt ae,Hied o�iAY ekruonitiopxs. • . - . T LO 7— T ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- ! Rh / Rw / U ! RL B 87 /- / /144 169 /64 D 44 /-4 /- Al /30 !- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = - 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 13 0 B-C 4 -38 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 1 -2 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-D 69 -12 ••WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, s!hippi g, installinpg and bpracinfq. Refer to and follow the latest editi. pof BCSI Building t Safet Information, b TPI n SBCA handling, s T Practices nor to erfo min these functions. Installer shalQli rovide to BCSI. Unless noted o herw)se,top chord sha lehave properly attached structural sheathin and bottom c or s all have a pro pper y id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing ins �alled p r BCSI sections B3, B7 or 810, a._ AIM plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to any failure to build the 1 or cover pa e n. The sui abdity uuev unporrenr;, ur. SEQN: 1 Job Number: FROM: 6A6t{8630 / T16 / JACK I Wgt 16.8 Ibs I Truss Label: li"D"0/DR Horton MEBB 1828-Cali "D" I DRW % 05/17/2019 C 12 6 M O T to 04 T. B 2X4(A1) 33: A D SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph SCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category:11 EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 it GCpI: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C 5' 41 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): -0.007 D HORZ(TL): 0.008 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TO CSI: 0.309 TPI Std: 2014 Max BC CSi: 0.182 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 17.02.02.1208.15 WAVE GD 0165 OF SB 6E SE10 89 9A 411F, 8D &4 S S F7 ' ibu &-inr W btw eltmli.111-SiON Ad InkE 6r Minucl•ounine�-c.E.,Sn:k;;aarf8el om;the Aate'tocwr ..owe mGr osiinxiamrx.ilwuov aae, tb&'4'!n" m' natr .uo d..'d dxm" ma i ftd zna.itrc siv i'm,memlcafiorc oee'mm<:be R�trnY oa aaY ekwankiopies. ' . .. ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 263 /- /- /208 /96 /129 D 90 / /- /70 /13 /- C 119 /- /- /62 /93 /- Wind reactions based on MWFRS B 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 -120 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a ire extreme care in fabricating, handlin , shipping, ingtalling and bracinfq. Refer to and fellow the lahest e�iti?n of BCSI (Building tafety Information, by TPI pn SBCA) for satety rachces nor to perfo ming these functions. Insta ers s aI provide teihporanr BCSI. Unless noted oytherwise,top chord shall ha�e properi�i attached structural sheathing and bottom chord shall have a pro any �id ceil!ng. Locations shown for ermanent lateral restraint of w bs shall hav bracing ins, Iled r BCSI sections B3, B7 or 910, e. AloR olates to each face otptruss and position as shown above and on the Joint Detail s. ftNess noted otherwise. Nefer to a division of ITW B iidding Compontntsh Gr�ifp Inch shall net be resgonsi¢le for any deviation from this drawindq,an�r failure to build the conformance with �NSI/TPI 1, or or an Imp s ippinmstallati n an�o bracin 9f trusses. A seal on this raw np or cover pa e this dr,2wing, inddicates acceptance 0f prbiessionaT en sneering re eon ability solely for the desi n sho21 The suiCability Se of this r7rawing for any structure is the responsibility�of the I uild�rfg Designer per ANSI/TP1 1 Soe.2. ! mrei! ✓✓✓ ! f1011Bnts. ur. SEQN: 668631 / T17 / JACK Ply: 1 Job Number: 36CS01062 FROM: AH Qty: 4 4EBB 1828-Cali "D" /DR Horton 14EBB 1828-Cali "D" DRW: Wgt: 12.6 Ibs Truss Label: CJ3 .. / ... 05/17/2019 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Kzt: NA D Des Ld: 37.00 Mean Height: 15.00It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCp!: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. a C SEAT PLATE REQ. 1 � 31 31 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 KORZ(LL): -0.003 D HORZ(TL): 0.003 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max T.f- CSI: 0.174 TPI Std: 2014 Max BC CSI: 0.072 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 40016SOF 196EIEIO89 DA911F 808955 F7 This d Uft has bM el NpAndy SIP0 and sealed by MMnd Mart ft% P.6.(FL lit. m7187) 0o the date shovm ohmrt wiiry d 6tlA�aaaazmic"sinn 1W. hhaM%,cPin, 0 IN, dau — are - oid&.d diaA ma ",4 aad'the WWI-aNbMicatla,v ieae .- a vesUledon an9 eleaioNccopks: ,._ .• . T A Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 193 /- / /162 /76 /86 D 51 /- /- /41 /6 /- C 64 /- /- /30 /51 / Wind reactions based on MWFRS B 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 29 -105 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin , shipping, installing and bracing. Refer to and follow the [atjest e�itic�n of BCSI (Building !"Safety Information, by TPI en SBCA) for ssaaf ty practicas prior to perfo ming these f notions. Instal er s a� provide temmporary BCSI. Unless noted oythervnse,top chord shallehave properly attached structural sheat�iingg and bottom chord shall have a propperly id ceilin . Locations shown for ermanent lateral restraint of w bs shall have bracing installed per BCSI sections B3, B7 or B10, i s. Apppvv pplatees to each face o!Ptruss and position as shown a�iove and on the Join�Details, unless noted otherwise. Defer to 60A-Z fol standard plate positions. / uney ✓ o:npatents, us. any ME SEQN: 668632 / T18 / JACK Ply: 1 Job Number: 36CS01062 ' FROM: AH Qty: 4 4EBB 1828-Cali "D" /OR Horton /4EBB 1828-Cali "D" DRW: Wgt: 11.2 Ibs Truss label: CJ1 / ... 05/1712019 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 Wind Criteria Wind Std: ASCE 7-10 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 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 MW FRS and C&C. 12 6 2X4(A1) B A C f -F T CM o LO I i-'� IVIA � SEAT PLATE REQ. Snow Criteria (Pg,Pf In PSF) Pg: NA Ct: NA CAT: NI 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)/l0(0) Plate Type(s): WAVE Def ]CSI Criteria PP Deflection in loo L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.000 D HORZ(TL): 0.000 D Creep Factor: 2.0 Max TC CSi: 0.163 Max BC CSi: 0.015 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 '40M650F186E IF10299A 91 IF 8D 995S F7 1CIs drmkg 6as.Deea ekitrunicdlly Biped IW S.W by bfinseel Nvdney11r Iiii ddtlet) od AM dae th— 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 150 /- /- 1145 /77 /42 D 11 /-1 /- /18 /10 /- C - /-14 / /25 /28 / Wind reactions based on MWFRS B 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 28 -19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 aavec miug u 9HA-3eisM1ewkaion jade. 'RiniM'cyira_ of ia& Aenmeut "are'nq roaitdeta9 dyaei :end tealed auA the s,v i wMinisatl-twe umt.6G 1eifne6w any eLm.k ayks. "`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regl�Ire extreme care in fabricating, handlin , shi pin , ingtalling and bracin . , Refer to and fgllow the latest editi n of BCSI (Building Component Safety Information, by TPI pnc7 SBCA) for salpety (�ractices prior to performing these functions. Installers sha1Q_pr vide terhporary / rrrrev bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chords all a properly attach U ri id ceilin . Locations shown for ermanent lateral restraint of webs shall have bracinp installed per BCSI s ti ns B3, B7 or B10, o:n arenrs,,1� as aRp(icab�a. App�v plats tQ each face offluss and position as shown above and on the Join C Details, unless note (of erwise. Refer to n tlrawlhgs 160A-Z for standartl plate positions. Alpine, a division of ITW B itddingCComponents Gr�lip in . shall n t be responsible for any deviation from this drawinn,an failure to build the ttruss m conformance with �NSIi9 PI 1, or for handlmp schippingl, �nstallab n and bracino of trussef. A seal on this uraw�na or clq a rsuaCabili "stingthis drawing, indicates acceptance % r Tess na n n ring re pon ibility so el fGr the dasl n sho n. and se of this rfrawing for any structure is a responsibility�of the euiidling Desigrfer per yANS1/TP11 Sec.2. SEQN: 668634 / T21 / HIP_ Ply: 1 Job Number: 36CS01062 FROM: AH City: 2 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" DRW Wat: 42.0 Ibs Truss Label: HJ7 ... / ... 05/17/2019 6'3" 6'8" SEAT PLATE REQ. 9'10"1 3'7" 6.1 "4 + 3-2" 6'1 "4 974 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.015 G 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.028 G 999 180 BCDL: 10.00 Risk Category:11 Snow Duration: NA HORZ(LL): 0.004 F - - Des Ld: 37.00 XP: C Kzt: NA E HORZ(TL): 0.008 F - - Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor: 2.0 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TO CSI: 0.241 Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.326 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Fee: Varies by Ld Case Max Web CSI: 0.256 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Lumber 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 pif at -1.41 to 55 plf at 0.00 TO: From 2 pif at 0.00 to 2 pif at 9.84 BC: From 0 plf at -1.41 to 4 pill at 0.00 BC: From 2 pff at 0.00 to 2 pif at 9.84 TO: -7 lb Conc. Load at 1.41 TO: 128 lb Conc. Load at 4.24 TO: 238 lb Conc. Load at 7.07 BC: 23 lb Conc. Load at 1.41 BC: 103 lb Conc. Load at 4.24 BC: 179 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 330 /- /- /- /208 /- E 385 / /0 /- /175 /0 D 29 / / / /14 / Wind reactions based on MWFRS B Brg Width = 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 0 0 G - F 591 - 288 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - C 286 -47 C - F 345 -709 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ',a extreme care in fabricating, handling, ship�iin stallingand bracin . Refer to and fQilow the latest edition of BCSI (Building tuSafey Information, by TPI ana SBCA) far suetyacticesrirtoperfoming these functions. Installers shall provide ter�porarylBCS. Unlessnotetloherwse,topchord sha aroperly attached structural sheathingad bottomchord shall haveapropper yiceiling.Locations shown for ermanentateralstraint of w bs shall hav bracing installed per BCSI sections B3, B7 or B10, e.. Apply plates to each face.0 truss and position as shown agiove and on tt . Joint Details, unless noted otherwise. iiefer to of any failure to build the gor cover pa e an. The Sul bility uney ✓✓✓ ornparenrs, ur. Gable Stud Reirforcement Detail ASCE 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, Kzt = 1.00 Orr 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = L00 nr, Ian -1, 1JI-4 Snood. IS' Menn Hnlnht. Partially Enclosed. Exposure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) ix4 'L' Brace ll (1) 2x4 'L' Brace X (2) 2x4 'L' Brace wile (1) 2x6 'L' Brace ■ (2) 2x6 'L' Brace r Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 10, 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12, 2' 12, 8' 14' 0' 14' 0' S P F #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' U i Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12, 6' 14' 0' 14' 0' Q Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2_ 9' 4' 9' 8' 12' 4' 12, 9' 14' 0' 14' 0' -j SP #2 3' 10' 6' 7 6' 10' 7' 9' e' 11- 9' 3' 9' 7' 12, 2' 12, B' 14' 0' 1 14' 0' 143 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, Ill 111 8' 14' 0' 14' 0' d (U D F L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' 11' 11' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' IS' 9' e' 10' 4' 13, 1' 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10, 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' +> U S P F u r #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' 0 rl f Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' S' 10' 10' 12' 8' 13' T 14' 0' L4' 0' #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' 11' 1' 14' 0' 14, 0' 14' 0' 14' 0' \ / S P #2 4' 5' 7' 6' 7' 9' 9' 10, 9' 3' 10' 7' 11' 0' 13, 11' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' QJ 41 D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10, 6' 10' 11' 13' 4' 14, 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 1 10' 10' li' 10, 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' 8' 3' 8' 7' - 9' 9' 10' 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' li' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' U O u F Hl Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 7' 0' 7' 5' 9' 4' 10' 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X #1. 5' 1' e' 5' e' 8' 9' il, 10' 3' 111 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' I1' 7' 12, 1' 14, 0' 14' C' 14' 0' 14' 0' 113 4' 9' 7' 4' 7' 10' 9' 8' 10, i' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' .-1 DV L Stud 4' 9' 7' 4' 7' 10' 9' 8' SO' 1' li' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' ble Truss Diagonal brace option T vertical length may be doubled when diagonal 18 BE brace Is used. Connect L I diagonal brace for 600# 'L' T at each end. Max web Brace total length Is 14'. 2x6 DF-L 02 or better diagonal r Vertical length shown Ibracei single 8' In table above.or ��145*(as double cut L I. shown) at uppLr end Connect diagonal at midooint of vertical wel L�PNF_ All 1FW COMPANY 133B9 Lakeiranl Drive Earth City. MO 63045 41 Refer to chart above -VARNWMss REAR AND FOLLOW ALL I✓i= OR pas DRAVDQ w-1WO1%TANTwa FUR4= THIS DRAVINS TO ALL CONn ACTORS DICUMIN THE INSTALLER& Trusses require extr care M fobrbatb+g, handUng,.shipping, InstalUnand brodng. Refert. to and Aloes the latest edition of SCSI (Bulding Conpoaent Safety Infonwtlon, iy TPI and SSCA) for'.. safety actices prior to performing these functions. Installers shall provide tahpornry bracing per SL Aess noted otherwise, top chord shalt have properly attached structural sheathing and bolt dwry all have a properly attarhed Held ceil4,g. LocnV. shown far permanent lateral restraint of webs +¢it have broc)ng installed per SCSI sectors $3, B7 or 510, - npplkable. Apply plot" to each face ' truss aml ppoosit- as shown above and on the Joint Details, unless noted otherwise. !Far to drowV,gs 16OA-Z for standard plate positions Alpine, a division of ITV Building Conponants Group lnc. shall not be respms4te for any deviation fro is droving, any fdlure to build the truss In confornance with ANSI/TPI 1, or for handlina, shpPin ,tadntion 6 bradng of trusses. A seal m this drawing ar cover page listing this drawing, bprofessional acceptance of por r�urek the aNresponsibllltY o SWdI^a s,pner Pee' ANSI/TPI 1 See2 For more information see this Job's general notes page and these web sites, ALPMEn wwwatpineltwX-i TPI, www.tpinst.org, SBCA, www..ba0dustry.orgl ICQ wwwJccsafaara W Bracing Group Species and Grades, Group AI S ruce-Pine-Fir Hen-Flr #I / #2 Standard #2 Stud #3 Stud #3 IStandard Do u ids F1r-Larch Southern PinewX19 #3 #3 Stud Stud Stnntlard Standard Group Bt Hen -Fir #1 6 8tr #1 Do u ins Fir -Larch Southern Pinewww #1 1 #1 #2 #2 ix4 Braces shall be SRB (Stress -Rated Board). xNFor ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group H values may be used with thesegrades. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plF over continuous bearing (5 psf TC Dead Load), Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'I.' braces with 10d (0.128'x3.0' min) nails. X For (1) 'L' brace, space nails at 2' ox, In is, end zones and 4' oc. between zones. 31(3l�or C2) 'L' brncesi spnce moils nt 3' o.c. in 18, end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes + Refer to common truss design for peak, splice, and heel plates Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 Vertical Len th No S lice Less than 4' 0' 2X3 Ai OF ��t�'�.`• MAX, TOT, LD, 60 PSF AX. SPACING 24.0' Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 On 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ori 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nrt 120 moh Wind Sneed. 30' Mean Heloht. Partially Enclosed. Exoosure 0. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) Ix4 'L' Brace ill (1) 2x4 'L' Brace X <2) 2x4 'L' Brace H■ (1) 2x6 'L' Brace x (2) 2x6 'L' Brace No Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B p #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' S I- F #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' B' 9' 1' 11' 3' 11' 11' 13' 7' 0 14' ' U Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' it, 13' 7' 14' 0' Q HF Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' e' 11' 9' S. 10' 4' 13' V 14' 0' n% 01 3' 10' 1 6' 4' 6' 7' 1 7' 6' 7' 9' 8' it, 9' 3' 11' 9' 12, 2' 13, 11' 14' 0' -� 1 S P #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 1 9' 2' 11' 7' 1 12' 0' 13, 9' 14' 0' 03 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13, 9' cv D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' It' 9' 7' 12' 2' 13' 0' L% #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13, 3' 13, 9' 14' 0' 14' 0' _ S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' B. 9' it, 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' U O H I 1 F Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' B' 9' ill 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' it, 10' 4' It, 10' 12, B' 0 14' ' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' e' 11' 10, 2' 10' 7' 13, 5' 13' 11' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5' B' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13, 3' 14' 0' 14' 0' QJ T� D F L Stud 4' 1' S' ill' 6' 4' 7' 11' B' S' 10, 0' to5' 12' S' 13, 3' 14"0' 14' 0' Standard 4' 0' 5' 3' S' 7' 7' 0' 7' G' 9' 5' to, 2' ill' 0' 11' 9' 14' 0' 14' 0' d S P F #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' to, 1' Ill 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 5' 7' 7' 8' 1'1 9' 2' 9' 6' 10, il' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' U u Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, ill ill 5' 14' 0' 14' 0' 14' 0' 14' 0' O (� F Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10' 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' x S P #1 4' 10' 8' 0' B' 3' 9' 5' 9' 9' W P. it, 8' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' B' 7' 11' 8' 2' 9' 4' 9' 8' Il' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 01 d #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' ill' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 6'' 6' 10' 7' 3' 9' V 9' 7' ill' 0' 11' 6' 0 14' ' 14' 0' 14' 0' 14' 0' Standard 4' S 6' 1' 6' 5' 8' 1' 8' 7' 10, Si' 11' 5' 12' 8' 13' 7' 1 14' 0' 1 14' 0' able Truss A A' Diagonal brace option T vertical length may be doubled when diagonal 19' brace Is used Connect L I diagonal brace for 6900 'L' -1I- at each end. Max web Brace total length Is 14'. iif31E 1 2x6 DI-1.#2 or better diagonal Ir I Vertical length shown brace) single B, X In table above. or double cut L 1 45' (as shown) at iupper end. Connect diagonal at midpoint of vertical wek AN ITW COMPANY 13389 Lakelranl Drive Earth City, MO 63045 y11�1 1_4� l71k, Refer to chart above for max gt0b`l"e'j i'.1 64 leng uVARNV40" READ AND FOLLOW ALL NOTES ON THIS DRAVRa -%W.fMTANTo FURNISH TM3 DRAWING TO ALL CONTRACTORS 1NCLUDU& THE MSTALLERS. Trusses require tre- core In fabricating, handling, shipping. Installing and bracing. Refer to and Follow the latest adition of BCSI ("ang Conponent Safety Inforwtbn, by TPI and SSCA) for safety i �\U`E�51� practices prior to performing these functions. Installers shalt pravkle temporary bracing per BCSL `��`j.` Unless noted otherwise, top chord shall have property ottad)ed structural sheathing and bottom chord _No shall have a properly attached rigb celibtg. Locations shown far permanent lateral restrNnt of webs shall have bracing Installed per SCSI sections 23, 67 or RIO, an appticabte. Apply plates to each face / - .L of truss and position as shown above and an the Joint Details, unless noted otherwise. TS Refer to drawtngs 160A-2 for standard plate positions, be for d-lation fron -r /� A E F Alpine, a divisbn of 1TV BuRding Components Group Inc shall not responsibly any this drawig, any f.U-e to blld the truss In conformance with ANSI/TP1 1, or for h-slit g, shpptng, 1 V installation L bracing of trusses. A sent on this drawing or cover, page Listing this drawing, indicates acceptance of profssslvgl fr the des�n shown. The sUt.Mty and use of this dranhg ,-tp l / O� .... O R l forrresponsmillty solely weture In the respartsOwUty of the BuAMg Designer psr ANSUTPI 1 Sec2. Z� s Fa` more Information see this Job's general notes page and these web sites, 4g �9 tb pip 4�}fF � ALPINE www.alpincitwxon) TPB ww.tpinstnrg) SBCN wrw.sbclndustryargl NOD www.kcsofeorg 1VA� j14th'i Bracing Group Species and Grades, Group A' S ruce-Pine-Fir Hem -Fir Y1 / #2 Istandard 1 1 Y2 Stud #3 Stud #3 Standard Douglas Flr-Larch Southern Pinewxw #3 03 Stud I Stud Standard Standard Group BI Hem -Fir #1 & Btr #1 Dou as Fir -Larch Southern PlnewKs Yl #1 #21 #2 Ix4 Braces shall be SRB (Stress -Rated Board). xwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with th¢se rades. Gable Truss Detail Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d <0,128'x3.0' min) naps. )K For, <1) 'L' bracer space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. W)KFor (2) 'L' braces. space nalls at 3' o.c. In IS' end zones and 6' o.c. between zones. 'L• bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Length No Splice Less than 4' 0' 2X4 Greater than 4' 0', but I 4X4 less than + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail, TOT. LD. 60 PSF MAX, SPACING 24,0' REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 IT Reinfoi Memt Go Tr Gable Detail For Let -in Verticals If web has a scab brace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace is 90% of member tength, Gable vertical length greater than 48' 'L' Dr 'T' brace required kc s 96 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. Examplen 2X4 2X4 r2X \ U No 'L' or 'T' I I brace required f In lieu of scab brace Gable Provide connections for uplift specified on the engineered truss desigm vertical length greater than Attach each 'T' reinforcing member with 48' 'L' or 'T' brace required End Driven Nalisn 10d _Common (0.148x 3,',min) Naps at 4' oz. plus (4) nalls In the top and bottom chords. Toenalled Nailsl 10d Common (0.148'x3',mil) Toenails at 4' oz. plus (4) toenalls In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Dr - End -noel To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detalt). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member, Web Length Increase w/ 'T' Brace Exampleh ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1,30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30 x 8' 7' = 11' 2' 'T' Relnf. Mbr. Size 'T' Increase 2x4 30 2x6 20 lUi\\�I I ����r� fl� AN fT'tN COMPANY 13WUkehont0rW EalhCity,MOUM "WARNB♦GISM READ RID FUUMV ALL ►ons IN THIS VRAVDum ■�rAtrlhe FURNISH Teas DRAWING TO ALL CO TRACrURS DIMURM TIE INSTALLER& Trusses reghJre extreme care h fabricating, hondlerq, shipping, Y+statur�0 onai bracing. Refer to and sefum Component Safety LKorrovide by TPI and re for wf¢ty foltor the t* t edldm of D these pro�ces prior to p¢rfornk,g these flt have Instntlers the provide t¢nporory brndnR p¢r HCSS Unless rated otherwise, top chord shall have properly ofSad+ed structy-nl eheathtn® and bottan chord slMll have a properly attached ripe telling. Locations shown for per aaheent lateral restraint of webs J or DLD,et is un ess[cal¢. Apply plats to each face hstoasd pa- above Of t has¢ anti of truss and ppao�klan as shownn above and on the Joint Details, huhless rated oilmrdse. sand on the Refer to drowsgs 160A-Z for standard plate positions. Mee' a division of ITV Building Conpanents Group Inc shall not be responsible for any deviation from this �o.hg, any folhre to build the truss in conformance with ANSI/TPI 1, or for handitnp, shipping, hstaUatidn L brochg of trusses, A seal an this drawhg or roverpd ppe UwWq this dlrmYhp, Indicates acceptance of professional ¢riplwring �pr�ilLy .defy farp'th`e dss�n shorn The sukoblfty and use of this Aronninp far any sVvs4rre - • Is t)r res�ansbif�Y of iir MA&V Designer Poe' ANSLTPI 1 see8 For pore Infornatbn see this Jobs general notes ppaaga and there web sro¢sn ALPINO www.nlph¢Itw.can! TM wwwAphstolml SBCAn wwwsbchdustry.orai IM wwwlccsafe.org ��a+'�,3. ,qqT 4,yi'6Elsg.t`�,-: az T no twaia2: a? =*s * 'rZ �y,? y;Yp3�-lgf zA? yc?,�x; , f,`,y., , ; t743�a HndC7 F � wou.....mnnaromses,e -. , .•---- °"'"°'"" - %.-....«.. - MAX. TOT, LD. 60 PSF REF LET -IN VERT DATE 10/Ol/14 DRWG GBLLETIN1014 DUR, FAC, ANY MAX. SPACING 24,0' _ - - - - 0 X Hip Frame Details Hip Frame W4X4, Min—_ _ I B �11 2x4 Chords Hip frame stops at plumb cut of jacks to maintain pitch continuity. Hip frame lumber Is SPF, So. Pine, HF, or DFL Standard, Stud grade, or better. See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required. R' Hip frame chords may be trimmed up to 2' to fit. purlins must be intact and properly attached. Common T es Stepped Hip System Trusses �—#1 Hip Pitched and Sheathed Chord Area Hip Frame)K B Bottom Chord o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0,131'x3,5' nails Bottom chord of hip frame to be attached to #1 hip with 0.131'x3,5' nails Ls 6' o,c, maximum spacing, �-'— Setback --�F- Stepped Hip System Trusses Use this detail ASCE 7-10, 180 for: mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame Hp frame - provided by truss manufacturer, is designed to provide bracing for flat top ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, II, or Exp C, chords of hip frame system where indicated. Flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat or chords of stepped hip system must be So. Pine lumber. ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, Structur anels must be properly attached directly 4 Residential, Wind TC DL=4.2 psf, Kzt=1,00 To himx%f'$�1 N Ywrlins, .tVARRING- WAD AND FmLDW ALL NO= ON TM BRAvlrxa � @� GEN REF HIP FRAME wwV"MTARTtt FIAUILSH WS MAWM TO ALL MTRAUMM UMUB m THE DWAL EIM T.... es regulre rene tcare h fabricating, hondling, sWpping• InstnlUrg and bracing. Refer to aW a \"\ `�� �� s DATE 10/Ol/14 follot tint !¢tact edltbn aF BCS! (Building Lohponent Safety Nforvmtlon, by TPI aW SM for safety iUa praetkes prhr to perforNng those functions. irhstallers sMll provide tenporvy bradhg per SCSI. unless no otherwls., top chord shalt have properly ottached structural sheothhg an'd Batton chord g * = DRWG HIPFR1801014 .hall have a properly attached %d ..Ring. Locatbns sYnm for pernanant lateral restraht of ..be _ chnR have bracing Installed per HCSI sections 83, 87 or B18, as applicable. Apply plates to each Paco -If/ d Illll=111'UYY{�—��IJ' IILLI��, aF truss and ppoosltbn as shorn above and on the Joint Details, unless noted othervise. S, ATE OF Refer to drowings 16OA-Z for standard plate posittons Alpine, a divtsion of ITV Building Comments Group Inc. shall not be responsible for on deviation fron !c% Q AN (TWaDMp/�tVY tWs drnwhp, anY fnilurr to build the truss h conFarnance with NW/TPI 1, or for handung, shlpphhg, instnllatlon L braWg of trusses. f F 'ri" TT 1O a .cal on tms dra.ing or cover pace UstkV this drawiro Indicate: acceptance of peofesslonal .[�+ yehgtheer4.,q turn b ty solely for the oP Clio Building amBeelgnn' DeryA d ulse of t Sathi dmwft ""•'ale 13389 Lakefront Drive for �truathe rrsponsWlt /f t1 Earth City, MO 63045 For here hfornatton see this job's General notes pope and these .eb sI+— !dliAill 11111Tt\) ALPIWJ wwwalpinaltt.conl TPI1 t►ntptnstora) SBCA, wra.chchdustryorgr ILO nelccsdF2.rg Valley Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, )Kx Attach each valley to every supporting truss with, (2) 16d box (0.135' x 3.51) nails toe-nalled for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Budding, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates, 3X4 12 12 Max. 2X4 X4 f--- 8-0-0 max --� 4X4 12 12 Max, I- 1X3 X3 5X4 SPL Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, same species and grade or better, attached with 10d box (0.128' x 3.0') naps at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014, Top chord of truss beneath valley set must be braced with, properly attached, rated sheathing applied prior to valley truss Installation, Or Purtins at 24' o,c, or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. xxx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. Valle Spacing Pitched Cut Bottom Chord Valley Toe -naked / as �C\,Pg : 2X4 F G�� 90 2X4 4X4 If Square Cut Stubbed Valley Optional Hip Bottom Chord End Detail Joint Detail 20-0-0 (++) at 2M, O.C. I Plan v Supporting trusses at 24' o,c, maximum spacing, \\\111111117111/l,l -WAt MIN REAR Aem FOLUW ALL NUITS a+ T14M BRAVMA �.``a� d91y� .°. TC LL 30 30 40 PSF REF VALLEY DETAIL -EWMTANT FUMMH THIS W-VM TO ALL CDNTMCMRS DtLMC THE DIS XLM . ., Trusses reQWre extreme con In fnbrk.0 g, handling, 0*pft, InstaWn9 and bradna, Refer to and 4 loft.. the latest .doom of BLYI (DWtding Component Safety Infornotlon, by TPI and SBCA) for safety �� � Il-a !,g �C DL 20 15 7 PSF DATE 10/01/2014 practkes Prior to Performing these FunctJore. Inatdlers shod pr"avlde terpornr bra per BCSL Wd noted .there,,,, top dwrd shall haee Property attached Itr„atural ,hemming = halt.. Nord �?� BC DL 10 10 10 PSF DRWG VAL160101014 shnU have a properly o!lndhetl rigid celllna Locations horn for permanent lateral restraint of webs - shalt have bracing Installed per SCSI see+Jons 83, B7 or BIO, as appUcobl.. APpty plot.. to each Pose _ .JL LL 0 0 0 PSF Q n�0 of truss and ppo Ion as shown abov. and an the Joht Detolts, ,n ens nolod atherwlw. E 93 e j R.fer to dra.ngs 160A-I for standard plate posttlans. 05 (j Atpine, a divisbn of ITV DWI��rr��op Conpaments Group irc. shall not bs responslbl. Por an devOppIn fro. (�-A�-F �f TOT, LD, 60 55 57PSF AN MCOMPANY this dr..ft any fa0.ur. to bu0d the truss h confor.once sN1r MISUTPI 1, or cor nnnaung, sWpping, �_ „ten 1—latt.tIon t bracing of trusses, g A seal on this drawing or cover page listing this drasble. IMcates occeptanee of ProFosslonnl re solely Po- the d.elgn sho.n The suttabltty and us. of, It" dr.-Ina 10 � �/ �� �� UR.FAC.12511.33 1.15 1,15 13389 Lakefront Drive fart !c W resposOAlty oP t7w H�dnp O.slyur per A16U1P. 1 Sec.& , �'{` t f Earth City, MO 63045 for oars tnforratton see thhi Job's oerneral notes papa and these web attes .� t�tfi�! 1` 1' vv�\ SPACING 24.0' ALPWE, .w.atpinelt.,com, TPI, w.atphstoral SBM ww..sbdndustry.oral ICO www.ko.Fear9 t...14, (].A!.:2 Lam. \ :'ff1111111w!". Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Menn Hgt, ASCE 7-10. Enclosed Btdg located anywhere in roof, Exp C, Wind DL= 5.0 ppsf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0, Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads, Nil Refer to Engineer's sealed truss design drawlno for olaovback and base truss soeclfications. Detail A I Purlin Spacing = 24" c,c, or less 12 r1015 urea u V cv mac V.L. SNuuny n- ur uwrrru � Detail B I Purlin Spacing > 24' o.c, 12 Up to 12 17 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 N3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails <0.128'x3') at 4' o,c. Attach purlln bracing to the flat top chord using a minimum of (2) 16d box nails (0.135'x3.5'). 4' Lo p l \\ I I \\ ( I I // I1 zq- o.c. max Full Flat top chord purlins required at Top Chord Scab (Typical Each End) Chord both ends, purlln spacing > 24' o,c. Depth Notes If purtins or sheathing are not specified on the flat top of the base truss, purlins must be Installed at 24' o.c. max. and use Detail A. �➢;lllflt1T11i oVARNDa- READ AND FOLLItV ALL MRA MITES M TM BVING! --WCRTANTws FUMIN THIS DMVV4 M ALL TWIT TDR3 UMMING THE INSTALLERS Trusses require extreme core In fabricating, ha Mng, shipping, installing and bracing. Refer to Follow the latest e11 of BCSI 11,11g Component Safety Information, by 11 and III for safety ��1 practices prior to performing these fwlctions. installers attached dude temporary ry bracing per BCSI. 11 Unless noted otherwise, to hord had have mg and bottom hard shall have a properly attached r1gk1 ce➢Ing. Locations shown for permanent lateral restraint of elas d )NF ochatf11 have bracing installed per BCSI sections the J or Bea as untessra Apply plates to each face = - of truss and position as sham above Mon the ,blot BeW➢s, unless noted otherMse. Refer to drawings Won for standard plot& position. Alpine,a revision of ITV Bulletin g components Group Inc, shall not be responsible for anyy devlatipn from +'T) AN (i1NQ7MPANY this drving, any failure to build the truss In conformance with ANSI/TPI 1, ar for InMUng, sNPPB g, v p� R% ArZ ©f` Installation L bradng of trusses. A sent m this drawing or rover page Usting this drawing, Voko,tes aeeeptonea of professlomdl enghleerkv nsponsD+lUty solely for the design shown The sJtob➢Ity aM use of this draeeg for any atruct-re Is the resporaDdlty of the &tlldbg Oeslgner per ANSI/IPI 1 Sec2 AAA 733891aieGont Drive For more information see this pg job's general notes page athese web sitoo ♦ `,(��(\�', Earth City, MO 63045 ALPINE- rsrnlminoltr.cael TPIi rre.teb itdrl SBCA1 wvw.sbcVdustrvoroh IM wwwleesafezrn rr i�fllAl 1:PS�+"�.. \A�` 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 nails (0.128'x3'> at 4' o,c. Attach purlln bracing to the flat top chord using (2) 16d box nalls (0.135'x3.5'). The top chord 03 grade 2x4 scab may be replaced with either of the following, (1) 3X8 Trulox plate attached with <W 0,120'xl.375' nails, (4) Into cap TC 4 (4) Into base truss TC or <1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.12014,375' nails. Note- Nailing thru holes of wave plate is acceptable. x In addition, provide connection with one of the following methods- Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0.120'xi.375' nalts Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'x8'x7/16' <min> APA rated sheathingg ssets (each face). Attach @ 8' o.c. with (8) Octbcommon (0,113'x2') nalls per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF 1t2, full chord depth scabs (each face). Attach @ 8' o,c. with (6) 10d box nails (0.128'x3') per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. front to back faces. 28PB Wave Piggyback Plate One 28PB wave plgggyback plate to each face @ 8' o,c. Attach Eeeth to Igg back at time of fabrication, Attach to sup �ortYing truss with (4) 0,120'x1.375' nalls per face per ply. Piggyback plates may be staggered 4' o,c. front to back faces. PACING 24.0' EF PIGGYBACK ATE 10/01/14 RWG PE160101014 CLR Reinf orcing This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired, Notes! This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-relnforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x400 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x60I0 T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, (K Center scab on wide face of web. Apply (1) scab to each face of web, Member Substitution T-Reinforcement Or T-Reinf. L-Reinforcement( or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3,0',min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. T-Reinf. L-Reinf, Scab Reinforcement! Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d C0,128'x3,0',min) nails at 6' o,c. Reinforcing member Is a minimum 80% of web member length, Scab Reinf, —VA r W-0 NO sminy ALL IaTU IN TIM MAVDO ■■nG,MTANT.. PllRHISH TMS DRAWM TO ALL CWTRACTMS utLLMDOG THE INSTALLERS .�` '' ''�. TC LL PSF REF CLR Subst. - DATE 10/01/14 Truss.s rryvw .strene core 9n fabricating, hnndmq, %% , mst-",'% and prpdyq Refer to and `veL TC DL PSF and race for Saf 1 follor the Infest etlitlon of HCS[ <BuBe6ng Component $ofety haft wtlon, temporary practives prior to perforning there functlons. LlstaUers stall provide rat sheaf ng and peI' BCSL tap chord how properly mooched stn,cturnl sheathing and bottom C)1Drd Unless eared otherty `��� r A��t /� ��U 2 C DL PSF DRWG BRCLBSUB1014 tw shall have a properly attached rl0d calling. Locations shorn for permanent lateral restraint of .ebs a d cal .hall haw brar9n b,sta0ed per BCSI s..Uon. 33, B7 ar 310, as apyicable. Apply plates to each face of trg.s and po�tW a9 sha— above and an the .Joint Bet.Ls, Wde.s noted atherrse. Refer to drawn0. 16OA-Z for standard plote posttlons = 1� $C LL PSF I�Lf— Atpine, a dvW— of ITV BWlding Component. Group Inc. shot( not be responsible for any devintlon from g QT. LD, PSF AN RWOOMPANY this drawing, any folture to bJld the truss !n conformance with ANSIRP[ 1, or for handling, shtppi g, a'(' 0 y Installation a br acing oP trusses. A seal an thisadrorhg ar cover pa Usteg this draeing, bdicntes acceptoea. aP proPessloral t.Iv,�sdel, Part design at— The swtnb0ity aM usr of this dra.hp �1."'" -y�y �. �Qt. DUR, FAC, 13389 Lakefront Drive for any r¢spanslbHlty oP the Binding Besfgner per ANSI/TPf I See. thew 6'�*4p,1?II°IAt Earth City, M063048 ALPINE wwWol clltw4m, TPI, .routstorageneral o wwwtma a�svn,".a ICO e: wkcsofe.arg e, I=,tt1 �°��_ SPACING Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be increased for or web member. This design is valid onlyy for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face. Minimum side member lengths) = (2XL) + (B) Scab member length (S) must be within the broken panel. Nall Into 2x4 members using two (2) rows at 4' o.c„ rows staggered. Nail Into 2x6 members using three (3) rows at 4' o.c„ rows staggered. Nail using 10d box or gun nails (0.128'x3', min) Into each side member, The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices, This repair detall 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 --- iTypicai I— + O + o + o + o o + o + o + o + —i 2' I_ Stagger + = Back Face 10d Box (0128' x 3', min) Nails+ o = Front Face 2x4 Member - Double Row Stagged 2x6 Member - Triple Row Staggere Nail Spacing Detail Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 e 975# 1055# 1455# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36+ 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# MIMMUM L Distance �O AN IT\N COMPXtPIY 13389 Lakefront Drve Eadn City, MO 63045 —VARNIN(it d READ AND FMUV ALL NOTES IN THIS DRAVDK9 s D(PORTANTta FW(ISH THIS HRAVM TO ALL CaNTRACTM ICLunH+G THE INSTALLERS. Trusses requry ztrene re In Pabrkating, h—VIng, sWppinG, InstolUrg and bra Refer to and foHoe the latest elation of SCSI (Buamng Component Safety Infornotlon, by TPI anddSSBCAI for fety prnctres prior to perforntrg these functions. Installers shall provide temporary brad, per BCS1 unless not. othertlse, top chord shall have properly attached structural sheatNng on botson dot shoo have o properly atmchea rlokf collQ, Locations shorn for perm4nent lateral rassrolnt h robs shall have brodng InimUed par SCSI sactlpn6 B3, B7 or BID, as applknble. Apply plates to each Pace of truss and osltlon os shoen above and on the Jdnt Demas, urA-s noted pthere se. Refer to dram 16GA-Z for standard plate positions.-8 Alp4,e, a d7vlsbn of ITY Huildhg Conpmrnts Group Inc shall nos be responsible for any devlatbn from this d�arhg any faAure to bond the truss h confornanw etth ANSVTPI i, or for ha g, sNpp4g, L brac4g of trusses. A God on t1115 A-arNg or Cover Page llsdrg this droebg, tndcatts acceptan[e of professbrwl cnglneerhg re�onamilty sa(Ny for the de sham The svltnblky nrd use of ttis droebg far aRY s yore ornanscro u+ts bsenegralnotes PaGeµnrd theseeb sites ALpg,E, nralpineltr.conl TPL r...tp targ; secw rn.abcinG:stryargl Ica m,ccaafearg .� " "- �� - "-+.�� -^+,� "� '., �' No, H M OF .�1 �� -r AN �i ' ohsmilatk,n /' � I: r��/ �i���sl 1:1'� 4yflNAL �lsftst�� "tit I111`" REF MEMBER REPAIR DATE 10/Ol/14 DRWG REPCHRD1014 e SPACING 24.0 MAX STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' OC MAX. LENGTH TO. TRIM FILLER EXISTING FILLER - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD <900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - LOCATE VERTICALS AT 4'-0' O.C, MAX., OR SEE NEXT OPTION. - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH). APPLY REQUIRED BRACING <SEE BELOW), OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS), xLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD <MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING AND 1OPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS NnTF'n ON THIS SHEET f USE THIS DETAIL FOR, ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). RIOR BEARINGS AT ANY LOCATI❑N ON THE TRUSS. )S IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME, 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, 3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'), �E FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITH❑UT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITI❑NS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (J❑INT SPLICE), FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ, - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLOC - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS <0.113x2,5') @ 3' D.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0.120') x1.375' NAILS INTO EACH MEMBER CONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN IS - LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH <6) 10d BOX <0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT CONE FACE ONLY), -VARMNDee REAL AND FMAMW ALL 10TO ON TIM MAVMM MDPMTANTo iTA7IM THIS BRAVDM TD ALL CQITRACTMS WMIXI IG THE INSTALLERS.`V -`�!r IVEF�f�yA•'•,, REF BC FILLtR DATE 10/Ol/14 Trusses require e.trrne care In fabricatang, hand6n0. shipping• InsiWWW and brochg. Refer to and follow the Wiest erBuon of 8CS2 C6u0.rfnp Canpanent Safety ,ll.r tton, by TPC and S6CA) for safety qy` G��(•� �', ` t,7 DRWG REPBCFIL1014 ppMrvctices prior to perfo"Ing these functions Enstngers shall provWe yy Macfng prr BCSL Unieas tap have structuraltshenthing and hotton �� noted otherwise, chats shalt properly attached Locatlaw for lateral restraint of webs N >. shall have a properly attetimed rtpW cePhg. shorn pernanent shalt rove sections as le.Apply plates to each Puce ass per or RIODetails, [� d ��O J unless the Joint Detaec, uwres rotetl otherwise. id pass im the n as farm abovr and of truss arrl phogs above P3 to Refer W dr¢whps 160A-Z far standard plate posltkrn. I Alpine, a dvisbn of CTV Buta6ng Components Group Inc shall not be response for any devWtlan fr ., S` A E OF AN IiWGOMPANY We dro" any F.Aurr to build the truss In conformnce with ANSUTPI 1, or for handling, shipping, InstalWtbn L bating or trusses. �.` �1 �,� A sent on iMs dm lag or truer pa UsU g *& draNko indicates acceptance of professional rejgT*KKy sdely far the deslgrm sham The aJtabA1LY ¢rd use oP this drawing O fl (L`v •: for any fore Is tM respensWKy of the bAdIng Bo�6ner per ANS l l 1 Seca rrR 13389 Lakefront Drive Farah City, M0 63(145 for pore infornatlon see this Job's enernl notes page and these web sltrs ALPINO www.nidneib.mn, TPL wrw.tolnstorai SBCIu www.sbcaldustrV oral WO w Jccsafrarg s,A F'i4t.t �FiiY A� SCAB 2X4 OVERHANG DETAIL. ASCE 7-05 120 mph wind, CAT II, EXP C, 30.00 ft mean hgt, located anywhere In roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00. ASCE 7-10 160 mph wind, EXP C, Or 140 Mph wind, EXP D, 30,00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00. Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128°x3,0", min) nails at 8' o,c, plus clusters of four nails where shown in figure below 00, N❑TE1 #2 is the minimum lumber grade allowed for all species. N❑TEI Add 210# uplift (max,) to reported truss uplift for wall connections. vARMNFdwc READ NO FaUMW ALL NaTM GN TM MAWING wwpppRTANTo Fld7HISH MAYWG M ALL CONTMCMRS INCI.tMNG 1IC DISTALLERS TM In handlhp, hctaWng brocing. War to 'C--l�Oii°'� '� PENS( �.� TOTAL TOP CHORD LOAD NOT TO REF 2X4 SCAB O.H. DATE 10/Ul/14 Trusses requlrr ,xtrrne care Pabrkatbp, shipping, and and folio, the 1,11 edltlon of IICSI 11, Component Safety InFornntam, by TPI wd SBCI For safety proctices prior to perfarnhg these functlons. Installers sMu provide tempa�ary bradng per BCSL (y\. 1`�` � ` =EXCEED 40 PSF DRWG OHSCB2X41014 UN tt tad athrr.iso, CoPchord shall have pr°p°rly ttached ttrucWr°` aheathIng and baa°" chord hnve NgN Locatbrta thorn for latrrol restraint aP webs _ No � (DEAD PLUS LIVE? a LPONF shell a properly ottnched c¢pingg permanent shall Mve d posi installed per SCSI and on th J or Beta as npplt:%b O Apply plates to ench face as corn above and on the JahC Detalc, uNect noted othe»Ise. F truss and Coi. Refer to drowings 160A-2 for standard plate positions, 16D cJ A�l^ OF AN rrWCOMPANY Alpha, a Wlslon of ITV Hu6mng Components Group Inc shell not be r¢sponslbie far ony -latbn Fran tHs droehg any faftwe to bJld the truss In conformance with ANSI/tPI 1, ar for M shipphg, � Q'ti -.Q QV` Installation L brocIng of trvsces� A seal *n 4 draWW or cover page usWp Ws draving, brscates accept— of Profestlonal The one use of this drorhg / /� \ % �— I W � tO ���• f4�. DUR, FAC, 1,15/1.25 engIneerIng re y sotNy for thr design tp_ sultabllty for arty struebro the responsbilty of the Mang geaigner prr ANSI/TPI I SOCZ�i}d F .a , SPACING 24' 133119 Lateftwl Drive Earth City.M083g45 'F/4 6 �' t� yf/ �©N�`� ALPINE . A(pineltr.con,oTPba.» ptrnstapglrSECA,—shcIndhistry rg,elCO wrrlc afe.org ,�t�`° r 12 (2) 16d TOE NAILS T `VARIES �' OPTIONAL SCISSORS BOTTOM CORD (2) 16d TOE NAILS 8-0-0 MAX. SPAN I TYPICAL END JACK (EJ) N.T.S. I { 12 (4) 16d NAILS VARIES � See Connection Detail 0P110NAL WE8 CONFIGURATION —(4) 16d NAILS See Connection Detail 11-3-12 MAX. SPAN TYPICAL CORNER JACK (CJ) N.T.S. TYPICAL CORNE� SET INSTALLATION TYPICAL LOADING (P.S.F.) TILE: SHINGLES: TOP LIVE LOAD: f 20 20 TOP DEAD LOAD; 15 7 STRESS [INC. 1.25 1.25 WIND DESIGN: WM. 160 MPH PER ASCE 7-10 MM. 24° O.C. I "WARNING" Read & Follow all notes on this drawing, Furnish this drawing to all Pontractors including the installers. Q' EJ o End Jack EJ o c, G, iv aeveled Jack BJ) _ M m Mw zo CONNECTION DETAIL (BJ) v = (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & BOTTOM cmtG� 2x4 SYP Nailer 16" Long Got�L 8'-0" MAX' Top & Bottom use 16d boa Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. OPTIONAL WEB CONFIGURATION 12 B VARIES (4) 16d NAILS See Connection Detail 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. �aaaasc�teee ♦ �. a � v � No cc STATEOF .�Cj r � n 'mim, MANUEL MARTINEZ, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182 .50 HANGER SCHEDULE TRUSS BEARING HEIGHTSCHEDULE • UNIJaS NOTED'GTHFRVIISE AIL. HANGERS ARE USP'INSzr_ 8'_8" ELEV. O XU526 -. - ROff 1iA65 Desm CRTETdA T.C.L.L. 20 pat FLOOR TRUSS ff9GN CRIE IA TCLL - 40'pst' ' TCDL 7 pst B.CDL 10 P.Sf. T.COL 10 Pst B.CD.L 5 Pxt TOTAL 37 psf. DURATION FACTOR 1.25 - TOTAL . 55 psf. DURATION FACTOR 1.00 ' -WID STANDARD ASCE 7-10 no SUE) 160 dp.h FLOOR TRUSS MAY BE ADJUSTED 2' FOR PLUMBING IF NESSARY - BUILDING OPOSDE C BUIDNG TYPE — FLOOR TRUSS SPACING 2'-O' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 6 Pw- r J If J U U U 8' � 51'8" Nii(.6twsl ��a✓' � n D D D O D REVIEWED pt., uG V V $rr il;� 1 — 0" BRIG UNLESS NOTED OTHERVIISE TYPICAL TRUSS END ALL SPACING IS 24' O.C. EXCEPT AS SHOWN. DO NOT CUT OR ALTER TRUSSES TMTHOUT AUTHORIZATION FROM THIS OFFICE THIS OFFICE MUST BE NOTIFIED HITHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES NO BACKCHARG;E.S WILL BE HONORED. WARNING mHWNDaNAL RNM�Na aaTaN AIIDNa EmNANart IAAON" rs NDr THE REEF 5®IR 6 ME AERIE DpQII( MlE YArIRACidin. ai IRU59 iAdrGTdR. NSOIS ETn>:Tna TRusss ARE GNNndm TD 53Tt Nt669aNN. ADNLL 1¢cvalc BM1LiNdN auaro 1rDa1 rs ALurs aaDnn TD PfiTETNT l6Rnw AID mawo DDIaNc DIECIIat Aro PEnuareNT ITmOrIP wa YAY � 1E.OURFD d smlc ABvuTIaNs RT: TRAdC 11G0a TRV545 mAAnrNNr AAD NcmAlaaAntNs (ITB-DQ EDR nIRTIaR vaadAna. T@G43 DONE 6E rNd A RWQa Aro IIIM P®iKK 9Df� ro saAIHNG ISAPNED OEC6T TO 1D TIP TG AND/ORRIn)TIW m=3 TXET ANDL IE BIVA® sman a n¢ D,aamam DEsaN. TlnlssES 91NL a RAIUID WlH Do GNs NrdNc Duna TO RiE.TETIr OAYA� m EFT✓SONAL rune NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DEEMER ON ARQIITECT TD PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOYN ON TRUSS AND/ENGINEERING. �LUMBING (AND THERACCNNRECTIMS) IS FOR N MECHANICAL SPACE EQUIPMENT MUST BE DUGRAMNED BY BURDR CN APPROVED TRUSS LAYOUT PRIOR TO FABRCATOR. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE UNITED TO THOSE DESOaBFD IN WTCA 1-1995'DESIGN RESPONSIBILITIES. ACCORDINGLY. IT DISCLAIMS ANY RESPONSIBILITIES AND/OR UABRITY FOR THE CONSTRUCTION DESIGN, DRAVANGS. DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SNATURE MILL ACKNOWLEDGE: 1) AUTHORIZATION TO PROCEED MITH FABRICATION. 2) VERIFICATION OF ALL DRIENSIONS AND CONDITIONS INCLUDING WALL HEIGIM ROOF PITCH. HEEL HEIGHT, OVERHANGS, CEILINGS. ETC_ ]) TRUSSES WILL BE MADE IN STRICT ACCORDANCE VMTH THIS TRUSS LAYOUT. 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE TO BE BOUND BY THEM. SIGNED TITLE DATE REQUESTED TRUSS SHIPMENT DATE f ACTUAL TRUSS SHIP DATE IS BASED ON OUR CURRENT VELVETY SMBDOE ) R E V I OC N � , RANEY COMPONENTS, LLC Hce Blvd. 34736 RANEY 9-9429 ® CO PM ONENTS 7429 an tUranevcomoon ants. com '4EBB 1828 Cali I'D" darn er. IxuWNP Nwem: nT-1'-0" DAO5TD —17-2D1s JAH FILE COPY