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HomeMy WebLinkAboutENGINEERING TRUSSSCANS Y aney oxronents. LLC one: (352)4: ''Y''COMPONENTS 19900 Independence Blvd. Groveland, FI 34736 1429 - (352)429-0304 ' Fax: (352)429-7429 Job Information: Address: Customer Name: Creekside L t 29 • DR Horton 8621 Cobblestone Dr Description: City, State, Zip: - 4EBB 1828-Cali "D" LL OL Fort Pierce, iL Cover Sheet Order # JOB # 36CS00029 Printed: Fri, May 11 2018 Name and License Number: RoolLoads: TC Llve: TC Dead: BC Live: BC Dead., floor Loads: TC LW., TC Dead., BC Live: BC Dead., 20 7 0 10 0 0 0 0 Bldg. Code: Wlnd Sid: Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2017 RES ASCE 7-10 160 ` RI sidential - CAT II . C MWFRC & C&C W/M Pages or sheets covered by this seal from: 1 thru z7 Total 27 # DESCRIPTION SEONO # DESCRIPTION SEQNO # DESCRIPTION SEONO # DESCRIPTION SEQNO 1 Al 2 A1A 3 A1B 4 A1GE 5 A2 6 A3 7 A4 6 A5 9 A6 10 A7 11 D1GE 12 D1 13 C1GE 14 c1 16 L01 16 L02 17 M3 13 ER 19 ERA 20 EJ3L 21 BJ5 22 BJ3 23 BJ1 24 BJ1L 25 OR 26 CJ3L 27 ABGL Digitally signed by Manuel Martinez A (' Q I DN:c=US,o=ldenTrustACESBusiness V' ` Representative, ou=M AND . �������_ OC(ATES PA.cn=Manuel anu M d 42:7 00.,.,=ADiB9690 rY�•n 000A517 . N 047182 �a ST OR X®� Page 1 of 1 7f 00 OC 1 �1 p1 +fib Be�Jc 99 7o fO 36 :, h T Job Number: 36CS00029 Ply: 1 SEQN' 666752 / T10 / COMN 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 16 FROM: AH, DRW. Truss Label: Al Wgt 224.0 Ibs / ... 05/1112018 6'4"8r } 15� I f' '3"9 } 31'97h3 6-4 14 6644 6714 94 1 H4X6 32 ®2X4 =4X6 �&4 m3X8 E5 X4 i=4X6 m2X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'6" 5'9"4 _I 2'0"1`� 5'9"1 6 "1 _1_ 2'0°1�a 5 6112 } 12' 14'0"1�19'1n } 257"1 r 2T8"i 33'54 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 It 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 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113W.5",min.)nails @ 6" oc. Snow Criteria .(Pg,Pf in PSF) Defl/CSI. Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# LOG R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.187 O 999 240 B 1654 / 709 / 961 ! - / 445 / 8.0 Lu: NA Cs: NA VERT(TL): 0.479 O 999 180 J 1654 1709 / 961 / - /- 18.0 Snow Duration: NA HORZ(LL): 0.078 L - - Wind reactions based on MWFRS HORZ(TL): 0.140 L - - B Min Brg Width Req = 2.0 Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.666 Bearings B & J are a rigid surface. TPI Sid: 2014 Max BC CSI: 0.600 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.593 FTlRT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver. 17.02.02.1208.16 A - B 27 0 F - G 1114 -1906 B - C 1492 - 3056 G - H 1255 - 2428 C - D 1228 - 2466 H - 1 1228 - 2467 D - E 1255 - 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 2673 -1193 O - N 2105 - 826 I R - Q 2670 -1193 N - M 2671 -1195 Q - P 2670 -1193 M - L 2671 -1195 P - O 2104 - 801 L - J 2674 -1194 Loading bottom Maximum Web Forces Per Ply Truss passed check for 20 psf additional ��� „� (Ibs) chord live load in areas with 42"-high x 24"-wide Webs Tens.Comp. Webs, Tens. Comp. clearance. e�,a►aoaawca #f . .�++ ♦ �a R -. C 276 -5 O - G 494 -777 Wind C-P 418 -596 G-N 464 -164 P - E 464 -164 N - I 418 - 597} Member design based on both MWFRS and C&C. No 0471.82 E - O 494 -776 I - L 276 -6 * m F - O 1385 - 751 as to �l r 7f 00 00 0100:00 01 4b U 50 41 Ca 9910 fO 36 -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, hand!inAA shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building t Safety Information, byy TPI and'SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary BCSI., Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg insTalled per BCSI sections B3, B7 or 610, e. ADoQv Dlates to each fade of truss and Dosition as shown above and on the Join r Details• unless noted otherwise. Refer to a division of TPI 1; or for h acceptance any structure failure to build the g or cover page vn. The suitability i Job Number: 36CS00029 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Truss Label: A1A 6'4"8 ' 1'57 1 6'6"7 ,03X4E 12 6 0.5X6D 03X4C T (a) N ®4X6(A2) B u T S 1112X4 =4X6 =3X4 SEAT PLATE REQ. 6'2"12 5'9' 6'2"12 12 Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 It 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 93 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. Ply: 1 SEQN: 668754 / T13 / COMN Qty: 1 FROM: AH DRW: Wgt:260.4lbs .. / ... 19,10" 22'6"4 2"8" 31'10" 33'37 39'8" 5'5"9 2'8"4 4'1"12 5'2° 1'5 64"9 F=6X12 i�0 1112X4 ®4X4 '45X6 �I Jt43X4 R Q O M =6X8 192X4 1112X4 �4X10 39'8' 05/11/2018 SEAT PLATE REQ. A 2'0"1 5'9"1 2'10 4" 6'5°15 14'0"i 19'10' 22'8" 26'8" 33'1"15 tow Criteria (Pg,Pt in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) 1: NA Ct: NA CAT: NA PP Deflection in too L/defl L/# Loc R / U / Rw / Rh / RL / W NA Ce: NA VERT(LL): 0.244 G 999 240 B 1561 / 708 / 960 1- / 445 / 8.0 :NA Cs: NA VERT(TL): 0.669 G 999 180 K 1561 / 708 / 959 /- /- / 8.0 tow Duration: NA HORZ(LL): 0.128 M - - Wind reactions based on MWFRS HORZ(TL): 0.240 M - - B Min Brg Width Req = 1.8 We / Misc Criteria Creep Factor. 2.0 K Min Brg Width Req = 1.8 ig Code: FBC 2017 RES Max TC CSI: 0.613 Bearings B & K are a rigid surface. 11 Std: 2014 Max BC CSI: 0.599 Bearings B & K require a seat plate. :p Factors Used: Yes Max Web CSI: 0.980 7RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. ate Type(s): AVE, HS VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1424 -2568 B - C 1489 - 2859 H - I 1743 - 3381 C - D 1225 -2257 I - J 1721 -3418 D - E 1253 -2220 J - K 14T7 -2841 E-F 1112 -1740 K-L 27 0 F - G 1509 - 2514 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-U 2497 -1190 'R-Q 20 -9 U - T 2494 -1190 P - N 2985 -1303 T-S 2494 -1190 O-M 36 -15 S - R 1920 -SOD M - K 2477 -1179 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. ee U-C 276 -5 P-G C - S 416 - 60B P - H 195 -122 601 -1075 a � q No a S- E 463 -160 H- N 807 357 ft E-R 494 -720 N-O 114 -4 F-R 43 -515 N-M 2557 -1218 F - P 2273 -1098 N - J 527 -162 685 STATE OF :,W ft R - P P-Q 1879 - 657 27 0 M - J 390 A 0- ey slel�wL �: 7fI00 00 0.100 00 014b 6e So d1 c.a 99 iC fO 36 I "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI ant7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r!pid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW 8uildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIPI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page . listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this g�aw!ng for any structure is p e responsibility of the guildIng, Designer per ANSI1TPI 1 Sec.2. e r Job Number: 36CS00029 Ply: 1 SEQN: 668756 / TI / COMN 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW. Truss Label: Al Wgt:224.0lbs .. / ... 05111/2018 6'4"9 T10" 14'4"8 19'10" 25'3°8 31'10" 33'37 39'8" 64"9 1'5 6'6"8 5'5"8 5'5"8 6'6"8 1'5" 6'4°9 112X4 mR(3 r m: X8 m3X6 ®2X4 SEAT PLATE REQ. SEAT PLATE REQ. �- 13'4" 5'8" M" I 6'2"13 %3 71" 5'9" .17 2'1" 5'9"3 6'2"13 1� 6'2"13 12' 14'1" 19'10" 257" ZT8" 33'5"3 39'8" Loading Criteria (psf) 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 Ioc L/defl L/# LOG R / U / Rw / Rh / RL / W B 438 1165 / 272 / - / 445 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.044 L 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.135 L 999 180 S" 336 1154 / 192 / - /- / 68.0 BCDL: 10:00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.014 F - - J 872 / 384 1.645 / - 1- / 8.0 Des Ld: 37.00 EXP: CMean HORZ(TL): 0.027 F - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 19.00TCDL: Height: 15.00 ft g Creep Factor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.548 S Min Br Width Re - 9 q - - Load Duration: 1.25 BCDL: 5.0 P sf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.480 J Min Brg Width Req = 1.5 Bearings B, S, & J are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.539 Bearings B & J require a seat plate. Loc. from endwall: not in 4.50 it GC ' 0 18 FT/RT:20(0)/10(0) Plate TyP e(s%: Mfg Specified Camber: pl' ' Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Ch rd T C Ch d T C Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4'T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" cc. Plating Notes All plates are 3X4 except as noted. Wind Member design based on both MWFRS and C&C. o s ens. omp. or s ens. omp. A- B 27 0 F- G 297 -205 B - C 170 -463 G - H 450 -708 C - D 405 -156 H - 1 422 - 745 D - E 5W -150 1-1 707 -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 564 -98 R - Q 510 - 399 N - M 1182 - 489 Q - P P - O 510 - 788 788 - 761 761 M - L L - J 1182 1186 -489 - 489 •�ygs.eee� Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. No 047162 R - C C P 310 -16 465 O - G G N 510 492 -751 ° - -700 - -182 P - E 674 -1218 N - 1 442 - 654 ® a E - O 719 -297 I - L 290 -4 u F-O 56 -182 r a STATEn *. e 7f 00 00 011100 00 014b 6s So d1 ca 99 is (0 36 "`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI anr7'SBCA) safety practices prior to pertorming these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ripld ceiling Locations shown for permanent lateral restraint of webs shall have bracing Ins lled per BCSI sections 63, 67 or 10, as applicable. Apply plates to each face. o truss and position as shown above and on the Join Details, unless noted otherwise. t2efer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Buildin�tL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Fir a,nra inf rmafinn sou this inh's nanaml onto& nano and thaw weh sites- ALPINE- www alnineitw mm, TPI: wwwAninst.om: SBCA: www-sbcindustrv.tnm: [CC: www.iccsafe.om Job Number: 36CS00029 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Truss Label: A1GE 12 6 p b 43X6 03XC o3X6(A1) B � A AL SEAT PLATE REQ. 13V Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 Des Ld: 37.00 EXP: C Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 :W2, W4 2x4 SP #1: Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. (b) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -1.00 to 56 plf at 40.67 BC: From 4 pif at -1.00 to 4 pif at 0.00 ' BC: From 20 pif at 0.00 to 20 plf at 39.67 BC: From 4 plf at 39.67 to 4 pif at 40A7 TC: 13 lb Cone. Load at 15.17,17.17 BC: 321b Cone. Load at 15.17,17.17 Plating Notes All plates are 2X4 except as noted. Ply: 1 SEQN: 6687581 T11 / GABL Qty: 1 FROM: AH DRW: Wgt: 366.8 Ibs Page 1 of 2 .. / ... 19't(I' F 25'38 { 33'3"8 8' S6"8 SSB 8' K G J P 03XR 4rIT Q � H S rff @) Bi T U 43X6 v ... AU An w%3X4 AK Bb AJ AI AHAGO I AF AE AD AC AB AA o3X6 c3X4 v3X8 o3X4 o3X6 SEAT PLATE REQ. SEAT PLATE REQ. z SEAT PLATE REQ. 05/11/2018 )w Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W NA Ce: NA VERT(LL): 0.114 T 999 240 B 520 / 261 1- 1- /_ / 8.0 NA Cs: NA VERT(TL): 0.342 T 999 180 BO 1039 1417 / - 10 / 0 18.0 1w Duration: NA HORZ(LL): -0.051 F - - AG 869 1459 / - 1- 1- / 8.0 HORZ(TL): 0.089 F - - X 851 / 414 I - I - /- / 8.0 le / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS g Code: FBC 2017 RES Max TC CSI: 0.530 B Min Brg Width Req = 1:6 Std: 2014 Max BC CSI: 0.517 BO Min Brg Width Req = 1.5 AG Min Brg Width Req = 1.5 1 Factors Used: Yes Max Web CSI: 0.840 X Min Brg Width Req = 1.5 RT.20(0)/10(0) Mfg Specified Camber:' Bearings B, BO, AG, & X are a rigid surface. to Type(s): Bearings B, SO, AG, & X require a seat plate. VE VIEW Ver: 17.02.02.1208.15 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ A-B 27 -20 M-N 47 -69 B-C 309 -616 N-O 47 -91 C-D 242 -24 O-P 42 -88 D - E 250 -49 P - Q 100 -160 E - F 274 - 77 Q - R 221 - 526 F - G 281 -83 R - S 262 -585 G - H 311 -105 S - T 278 - 602 H - 1 327 -125 T - U 286 - 612 1-1 91 -101 U-V 310 -640 J - K 68 -V -W - 680 tots4 a, *c K-L 63 -76 W-X L-M 58 -109 X-Y 634 -1333 27 -20 13 at l� STATE Wind " T TORI er Wind loads and reactions based on MWFRS.A/� JAL Additional Notes 81' See DWGS A16015ENC101014 & GBLLETIN1014 for SER AL gable wind bracing and other requirements. 7f, ou oo 01 to 00 of 4b 6e 50 ai Ca 99 le fo 36 I -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest E a division of iri i,ortor nan acceptance of any structure is II have bracing installed per Bi d on the Join?Details, unless for anv deviation from this dra Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AL 499 -232 AF-AE 54B -258 AL -AK 495 -234 AE-AD 548 -258 AK-AJ 990 -469 AD -AC 548 -258 AJ-AI 77 -266 AC -AB 548 -258 AI-AH 77 -266 AB -AA 1132 -522 AH-AG 77 -266 AA- Z 1132 - 522 AG-AF 77 -266 Z - X 1135 -520 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AL-C 281 0 AF-BA 395 -840 C -AM 301 -653 BA -BB 20 -37 AM -AN 300 -651 BA -BC 366 -764 AN -AO 318 -673 BB -BE 20 -38 of failure to build the g or cover pa e in. The sui bility a Job Number: 36CS00029 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Truss Label: Al GE Ply: 1 Qty: 1 Wgt: 366.8 Ibs SEQN: 668758 / T11 / GABL FROM: AH Page 2 of 2 DRW: / ... 05/11/2018 AO -AP 322 -678 BC -BD 342 -744 AP-AJ 326 -687 BE-BH 21 -39 AJ-AQ 400 -732 BF-BG 339 -728 AQ-1 397 -726 BH-BJ 20 -38 AQ-AS 68 -37 BI-Q 351 -752 1-AR 436 -105 Q -BJ 464 -68 AS -AV 69 -37 BJ-AB 468 -57 AT -AU 409 -93 AB-BK 307 -650 AV -AY 71 -39 BK-BL 319 -672 AW-AX 443 -119 BL-BM 310 -659 AX-AZ 348 -34 BM-BN 293 -639 AY -AZ 60 -32 BN- W 293 -637 AZ-AF 604 -217 W - Z 294 0 M -AF 24 -22 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. E-AM 8 -3 BB-AE 59 -11 F -AN 46 -69 N -BC 31 -26 G-AO 11 -14 BD -BE 69 -62 H-AP 11 -37 BE -AD 41 -11 AR-J 120 -69 O-BF 73 -82 AS -AI 176 -104 BG-BH 55 -52 AS -AT 132 -85 BH-AC 11 -34 AU-K 104 -110 P-BI 84 -66 AV-AH 86 -76 BK- R 60 -31 AV-AW 137 -162 BL-S 23 -36 AX-L 111 -177 BM-T 44 -53 AY -AG 279 -493 BN- U 2 -5 VAQ ��. A fo STATE Of a n V 00 00;01 ao 00 oa Ab sb St dl ca 99 11c fv 36 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI and'SBCA) fo'r salPety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinQQComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlingf shipping, installation and, bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Fnr mnra inf-tinn sea this tnhk nenerai nntas nacre and these web sites: ALPINE: www.aiDineitw.com: TPI: www.toinstora: SBCA: www.sbcindustri.com: [CC: www.iccsafe.org r '+ Job Number: 36CS00029 I Ply: 1 SEQN: 668750 ! T9 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A2 I Wgt: 245.0 Ibs / ... 05/1112018 r 6'4°9 T10" 12'R"9 19' r 20'8" 27'3"8 i 31'10" 39'6" f 6'4"9 +1'6-F 4's" 67"7 r 1'8" F s7"B r 4'6"8 T10. i m5X8=-5X6 F G 12 03X4E H k3X4 6 F,;;- t c @5X61 w 3X6 D c 03X4C (a) (a) =4X6(AA2) B J=4K6(A2) 33 S R Q P O N M L U12X4 M3X4 ®3X6 m3X4m3X8 a3X6 a3X4 U12X4 SEAT PLATE REQ. SEAT PLATE REQ. 39 8" 13 912101"°41 II 12" 111" 4'81266 113 2141952114 3T91� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL ! W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.153 P 999 240 B 1560 / 710 / 964 / - / 428 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.419 P 999 180 J 1557 1710 / 964 / - ! - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.066 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.125 L - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 it p J Min Br Width Re 1.8 Code ! Misc Criteria Creep Factor. 2.0 9 q TCDL: 4.2 psf Bearings B & J are a rigid surface. Soffit: 2.00 Bldg Cade: FBC 2017 RES Max TC CSI: 0.634 g BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.536 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.637 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): I Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1102 -1553 Lumber B - C 1500 -2821 G - H 1143 -1811 Top chord 2x4 SP #1 C - D 1333 -2383 H - 1 1367 -2357 Bot chord 2x4 SP #1 D - E 1352 -2344 I - J 1463 -2748 Webs 2x4SP#3 E-F 1149-1818 J-K 27 0 Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. Or 1x4 "T" reinforcement. 80% length of g - S 2456 -1192 O - N 2D42 -943 web member. Same species & SRB grade or better, S - R 2454 -1193 N - M 2042 - 943 attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. R - Q 2057 -921 M - L 2373 -1152 Q - P 2057 - 921 L - J 2376 -1153 Wind P-O 1546 -589 Member design based on both MWFRS and C&C. MA 40 Maximum Web Forces Per Ply (Ibs) �•aea&rm % Webs Tens.Comp. Webs Tens. Comp. +q " % ®' S - C 216 -6 O - G 522 - 361 ' g C - R 308 - 439 O - H 460 - 671 o 647189 ` ; R-E 427 -153 H-M 434 -197 • E - P 474 - 697 M - 1 301 -431 F-P 531 -310 I-L 236 -18 F - O 330 - 302 SERIAL 7( W 00 0100 CO 014b 6e 5c $1 Ca 991 c 110 36 I "*WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) t safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progef!y attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 83, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. I Alpine, a division of ITW Buildinq Components Group Inc, shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shippinp,I installation and bracing of tr1SSes.A seal on this drawing or cover pa e. _ listing this drawing indicates acceptance of professional ;engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is a responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this iob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA www.sbclndu .com: ICC: www.iccsafe.orq a Job Number: 36CS00029 Ply: 1 SEQN: 668748 / T8 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A3 Wgt 252.0 Ibs _. / ... 05/11/2018 6'4"9 r 41"8 38 I 31'9"7 'f 3%7 6-4"9 1-604S 4778 48 5 6394'89 a56X6 ll X4 =-9X6 =3X4 =— X4 =-3X4 =5X6 112X4 SEAT PLATE REQ. �'j 62'13 5'9"3 6'2"13 12' 39'8" 5' 2'10" 2'10" 5' 1T 19'10" 22'8" 2T8" I SEAT PLATE REQ. S'9"3 6'2"13 1� 33'S"3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) DefI1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA , Ce: NA VERT(LL): 0.153 Q 999 240 B 1561 1712 / 965 / - 1387 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.419 Q 999 180 K 1561 1712 1966 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): 0.125 M - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 it Code / Misc Criteria Creep Factor. 2.0 K Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL:5.0 psf Bldg Bid Code: FBC 2017 RES Max TC CSI: 0.380 Bearings B & K are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Sid: 2014 i Max BC CSI: 0.453 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.689 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1268 -1952 Lumber B - C 1550 -2829 H -1 1397 -2335 C - D 1378 -2374 I - J 1378 -2374 Top chord 2x4 SP #1 D - E 1397 -2335 J - K 1550 -2829 Bot chord 2x4 SP #1 E - F 1268 -1952 K - L 27 0 Webs 2x4 f✓3 F - G 1192 -1700 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords. Tens.Comp. Chords Tens. Comp. B - S 2465 -1238 P - O 1690 -751 S - R 2463 -1239 O - N 2043 -1000 R - Q 2043 - 970 N - M 2463 -1267 Q - P 1690 -725 M - K 2465 -1267 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Comp. A as fir% Webs Tens. ��rwees `"o°eW, S - C 229 -6 P - G 238 - 200 C - R 323 - 465 G - O 536 -324 e No a R-E 391 -161 O-H 412 -584 �j z E-Q 412 -584 H-N 391 -161 V to F - Q 536 -324 N - J 324 - 465 +: F - P 237 - 200 J - M 229 - 8 SERMA 7. i 00 0.0:0100.00.01. 4b 6s 56 r#'i ca 9910 ftJ 36 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling sh! ping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) for satiPety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ,iid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 610, e. AppTy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to 60A-Z for standard plate positions. a division of failure to build the g or cover pa e_ rn. The sui brhty any Job Number: 36CS00029 I Ply: 1 SEQN: 668746 / T7 / HIPS 4EBB 182E-Cali "D" LL OL /DR Horton /4EB6 1828-Cali "D" LL OL ' `'` Qty: 1 FROM: AH DRW: Truss Label: A4 Wgt: 243.6 Ibs / ... 05/11/2018 6'4"9 7'10"�9 12' I'7 15' 19'10" 24'8" 27'3"9 3"' 7 33'3"7 39'8" � r 6'4"9 '{'1'6"I 4'S"14 1 27"9 h 4'10" f 4'10" 1� 27"9 4F 5"14 T1.6"F 6.4"9 r, �3X4 =5X6 Fo X6 G H .03X4E l ik3X4 12 6 p 1k3J6 �3X6D (a) (a) jo3X4C Kt43X4 m4X6(A2) B4 L�4X6(A2) A M U T I S R Q P O N 112X4 ia3X4 m3X6=3X8 �3X&a3X6e=3X4 1112X4 SEAT PLATE REQ. i SEAT PLATE REQ. 39'8" 1' 62"13 5'10"2 1'11" i 9'4"8 _i1'1")2 5'10"2 + 6'2"13 , 1� 6'2"13 12'0"15 5114 2 24'6"4 25' " I'll r 33'S"3 39'8" 12 I Loading Criteria (psf) Wind Criteria 'Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.161 G 999 240 B 1561 1714 / 962 / - / 346 / 8.0 BCLL0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.441 G 999 180 L 1561 / 714 1962 ! - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 N - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): 0.126 N - - B Min Brg Width Req = 1.8 Mean Height: 15.00 It Code / Misc Criteria CreepFactor. 2.0 L Min Brg Width Req = 1.8 NCBCLL: 10.00 TCDL: 4.2 psf Bearings B & L are a rigid surface. Soffit 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.388 g p Bearings B & L require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.663 Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.510 Loc. from endwall: not in 4.50 It FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1273 -1849 Lumber B - C 1577 -2833 H - I 1380 -2096 C - D 1411 -2367 I - J 1429 -2328 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 D - E 1430 -2328 J - K 1411 -2367 Webs 2x4 SP #3 E - F 1380 -2096 K - L 1576 -2833 F- G 1273 -1849 L- M 27 0 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Or lx4 7" reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp. web member. Same species & SRB grade or better, B - U 2469 -1273 Q - P 2038 -1025 @ 6" oc. attached with 8d Box or Gun (0.113"x2.5",min.)nails U - T 246-1273 P - O 2038 -1025 T - S 2038 - 996 O - N 2466 -1302 Wind S - R 2038 - 996 N - L 2469 -1302 Member design based on both MWFRS and C&C.j R - Q 1938 -927 Maximum Web Forces Per Ply (Ibs) *'eon Webs Tens.Comp. Webs Tens. Comp_ e°ix woo, U-C 243 -6 G-Q 174 -183 o 047,189,�� C - T 328 -478 Q - H 742 -465 ° T - E 289 -162 Q - 1 403 - 488 E - R 403 -488 1-0 289 -162 F - R 742 -465 O - K 32B -478 R-G 174 -183 K-N 243 -8 ' w 4 SERIAL 7f 00 00 010o 06 014b 60 Sc d1 ca 9910110 367 .I —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI ana'SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 1310, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Zefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildipp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlingshippinq,!installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing, indicates acceptance of pro ssiona7l engineering responsibility solely for the design shown. The suitability and use of this d�awing.for any structure is the responsibility of the Building Designer per ANSVTPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o • SBCA: www.sbcindu .com; IM www.imsafe.or r i Job Number: 36CS00029 I Ply: 1 SEQN: 668744 / T6 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL ! Qty: 1 FROM: AH DRW: Truss Label: A5 Wgt: 212.8 Ibs / ... 05/11/2018 2"9 13' "9 r 6'7 7 1910" 26'8" 33'3 7 39'8" 6'10" 6'10" 67"7 6'4"9 --5X8 =3X4 e�5X8 D E F 1112X4 =-3X6=3X4 =-3X8 =3X4=3X6 1112X4 SEAT PLATE REQ. 1 6'2"13 5'9"3 6'2°13 12 39'8" 1' 610" 6'10" 1' 13 19'10° 26'8" 27 SEAT PLATE REQ. 5'9"3 6'2"13 1� 33'S"3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in [or, Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.172 E 999 240 B 1561 / 716 1953 / - / 305 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.471 E 999 180 H 1561 / 716 1953 / - /- 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.069 J - - Wind reactions based on MWFRS ' Des Ld: 37.00 EXP: C ' HORZ(TL): 0.128 J - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: psf Bldg Coder FBG 2017 RES Max TC CSI: 0.446 Bearings B & H are a rigid surface. 9 9 Load Duration: 1.25 5.2 BCDL: 5.0 psf MWFRS Parallel Dist: D to h/2 TPI Std: 2014 { Max BC CSI: 0.558 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.564 Loc. from endwall: not in 4.50 ft MRT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F 1502 -2274 Lumber B - C 1623 -2836 F - G 1425 -2325 Top chord 2x4 SP #1 C - D 1426 - 2325 G - H D - E 1502 -2274 H -1 1623 - 2836 27 0 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Member design based on both MWFRS and C&C. B - P 2472 -1319 M - L 2006 -1008 P - O 2469 -1319 L - K 2469 -1348 O - N 2469 -1319 K - J 2469 -1348 N - M 2006 - 978 J - H 2472 -1348 7$ Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. ' MApgsffiswri, P - C 244 -4 M - F 370 -243 "K As C-N 377 -513 F-L D - N 444 -171 L - G 444 -170 377 - 513 " "L£7 oo -' D- M 370 - 243 G- J F-M 300 -381 244 - 6 � ffi V z q w T x s,'...R SERIAL * 7f00€00100 00014bSe5cdlCA9911;fG36 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! `IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI ?m SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI Pi 1, or for handling shlppinq, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawingg indicates acceptance of ppro essionek engineering responsibility solely for the design shown. The suitability and use of this r7)awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this 'oUs eneral notes page and Mese web sites: ALPINE: www.al ineitw.com; TPI: www. Into : SBCA: www.sbcindu .com; ICC: www.iccsafe.crcj Job Number: 36CS00029 Ply: 1 SEQN: 668742 / T5 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL "' City: 1 FROM: AH DRW. Truss Label: A6 I Wgt: 212.8 Ibs / ... 05/11/2018 r 64 16'10"2 + 21r- + 22'8 288" 33'3"7 39'8" 6'49 4'7"7 5'10"2 14 1'8" 5'11"13 47"7 6'4"9 =6X6 1112X4 m3X6m3X4 =5X8 D E F G H 12 T T 6 rr o3X40 1%3X4 o rn � =4X6(A2) B J a4X6(A2) S RI Q P O N M L 1112X4 1=-3 4 m3X6 m3X8 =3X4 r-3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 0-2 h1T 62"13 + 11'3 + 14' 16, 0 2+ 221 111 25'8" + 28'8" 33'5 3 T 39'83 1� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.191 E 999 240 B 1561 1718 / 940 / - / 264 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.525 E 999 180 J 1561 / 718 / 940 / - / - 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C P . HORZ(TL): 0.132 L - - B Min Brg Width Req = 1.8 Mean Height: 15.00 it J Min Br Width Re 1.8 NCBCLL: 10.00 ode ! Misc Criteria Creep Factor. 2.0 9 q = TCDL: 4.2 psf IC Bearings B & J are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.387 Bearings B & J require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 � PI Std: 2014 Max BC CSI: 0.493 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.480 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 late Type(s): Wind Duration: 1.60 1 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1683 -2608 Lumber B - C 1644 -2814 G - H 1675 -2595 C - D 1522 -2444 H - I 1522 -2444 Top chord 2x4 SP #1 D - E 1683 -2609 I - J 1644 -2814 Bot chord 2x4 SP #1 Webs 2x4 SP 93 E - F 1683 -2608 J - K 27 0 Wind Maximum Bot Chord Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. B - S 2448 -1332 O - N 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- 0°� 'o® S - C 199 -8 G - O 278 -332 Ai C - R 300 - 379 O - H 645 - 398 b o 04748 D- R 369 -17T H- M 366 -176 Val D - P 655 -407 M - 1 299 -379 a E - P 274 - 327 I - L 200 -10 P-G 111 -108 STATE OFalit 00, ° as #► SERIAL #:., 7i00 000100.6001 4b6e5od16S91011036 I **WARNING** READ AND FOLLOWIALL NOTES ON THIS DRAWING! —IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp insTalled per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc, shall of be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI�PI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acceptance of pro esslona7 engineering responsibility solely for the design shown. The suitability and use of this in for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. For more information see this IoVs general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www. inst.o SBCA: www.sbdndu .coin ICC: www.iccsafe.o I ' r � Job Number: 36CS00029 Ply: 1 SEQN: 668740 / T4 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A7 Wgt: 219.8 Ibs / ... 05/11/2018 "2 1 306'8 3989' 1990" 2'52 544"8 2T425 49R0"557 1" I348 i =6X6 =3X4=3X61112X4 =3X4 D E F G H =ava I T =4X6 T� T 6(A2) U T S R Q P O N M 112X4 =3X4 =3X6 =3X4 =3X8 =3X4 =3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' 6'2"12 2'9"4 3' 5'10"9 5'10"10 1'11'fj 2'9"4 6'2"12 1' 62"12 9' 12' 11111�r NN"O_? 25'8"10 F 27 3 33'5"4 39'8" 1' 3'A 30'8" fu Loading Criteria -(psf) 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 Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0,246 G 999 240 B 1561 / 720 / 921 / - / 223 / 8.0 BCLL:. 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.676 G 999 180 K 1561 1720 / 921 / - /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.075 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.141 M - - R )� B Min Br Width Re 1.8 9 q = NCBCLL: 00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 K Min Brg Width Req = 1.8 Soffit: 2.00 2. TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.393 Bearings B & K are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.512 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.473 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 2O29 -3248 Lumber B - C 1669 -2806 H - I 1869 -2952 C - D 1625 -2566 I - J 1625 -2566 Top chord 2x4 SP #1 D - E 1870 -2953 J - K 1668 -2805 Bot chord 2x4 SP #1 E - F 2029 -3248 K - L 27 0 Webs 2x4 SP #3 F - G 2029 -3248 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 2440 -1350 Q - P 2986 -1621 U - T 2438 -1350 P - O 2260 -1215 T - S 2260 -1186 O - N 2260 -1215 S-R 2260-1186 N-M R - Q 2986 -1611 M - K 2438 -1379 2440 -1379 k MAP A Web Forces Per Ply E Ale Maximum (Ibs) s Webs Tens.Comp. Webs Tens. Comp. 1 *, ' gee' U - C 164 -12 Q - H 338 -191 No 047182 C - T 255 -276 H - P 383 - 527 m D - T 299 - 205 P -1 940 - 564 D - R 940 - 564 N - J 255 - 276 'as' R - E 382 - 526 I - N 300 -205 00`0. E-Q 338 -191 J-M 164 -14 c9i ..� s G-Q 232 -308 7f 00 00.0100 00 614b 6e 56 d1l bii 991 c 110 36 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and SBCA) y safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face. of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with AN PI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this jobs general notes a e and these web sites: ALPINE: www.al ineftmoom: TPI: www. inst.o SBCA www.sbdndu .coin [CC: www.iccsafe.o I i Job Number: 36CS00029 Ply: 1 SEQN: 668718 / T2 / GABL 4EBB 1828-Cali "D" LL OIL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW. Truss Label: D1GE I Wgt: 134.41bs / ... 05/11/2018 I-- 2'8°—+ 1'4"-1 (TYP) 12 6 s� umi D C m2X4(A1) El A AE AI Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category. II EXP: C Des Ld: 37_00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. 21'4" to's^ 1o'a• 1®4X4 H J F E N m O Pem2X4(A1) Q AC AB AA Z Y X_3X4 W V U T s R 214" -1 21'4" 21'4" now Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF g: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W Y NA Ce: NA VERT(LL): -0.001 H 999 240 p* 81 137 / 39 /- / 11 / 255 u: NA Cs: NA VERT(TL): 0.002 AE 999 180 Wind reactions based on MWFRS now Duration: NA HORZ(LL): 0.002 J - - P Min Brg Width Req = - HORZ(TL): 0.003 J - - Bearing B is a rigid surface. ode I Misc Criteria Creep Factor. 2.0 Idg Code: FBC 2017 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) PI Sid: 2014 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp_ ep Factors Used: Yes Max Web CSI: 0.088 A - B 27 0 1-1 304 -24 T/RT:20(0)110(0) Mfg Specified Camber: B - C 87 -120 J - K 253 -21 late Type(s): C - D 80 -90 K - L 202 -23 /AVE VIEW Ver: 17.02.02.1208.15 D - E 105 -71 L- M 154 -43 E - F 153 - 50 M - N 105 - 64 F - G 202 -29 N - O 74 - 84 G-H 253 -21 O-P 81 -113 H -1 303 -24 P - Q 27 0 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- Y 192 -113 R - P 175 Z-103 eq 4eswq Y-X 192 -107 IV ;o , a # e y. Maximum Gable Forces Per Ply (Ibs) 60*0 Gables Tens.Comp. Gables Tens. Camp. No 047182 • e.VP l *' C -AE 174 -103 W - J 187 - 83 I D-AD 88 -65 V-K 153 -73 E -AC 101 -74 U - L 100 -73 f F-AB 100 -73 T-M 101 -74 STATE G-AA 153 -73 S-N 88 -65 r� a �y H - Z 187 - 83 R - O 174 -103 U _ I SERAL . 7fi 00 00.0100 00.014b 6a 66 d104 991 a 10 36 "*WARNING" READ AND FOLLOW'ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping,!installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anr7SBCA) i safety practices prior to performing these functions. Installers shall provide temposrrYY bracing per BCSI. Unless noted olhenvise,top chard shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping1 installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of professions j engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this mob's general notes paile and these web sites: ALPINE: www.al ineitw.com; TPL www. inst.o ' SBCA: www.sbdndu .com; IM wwmicasafe.orci r Job Number: S0029 Ply: 4EBB 1828-Cali CD OLL OL /DR Horton /4EBB 1828-Cali "D" LL OIL I 91103.E Ibs I FROM: AH 719 / T15 / SPEC I DRW; 05111/2018 Truss Label: D1 1 T107 �. 10'8" + 13'5'9 214" T107 2'9"9 2'9"9 T107 Da4X6 M HUM =_6M =_M$ QI'LX4 SEAT PLATE REQ. 1, T8"11 T8"11 214" 1'7"5 2'11"5 9'4" 1,4 13'T5 I 1 8 - SEAT PLATE REQ. TB'11 214" 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 Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph PF NA Ce: NA VERT(LL): 0.035 J 999 240 B 869 / 397 / 529 i - / 229 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL):' 0.097 J 999 180 F 805 / 360 / 463 / - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.016 G - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.029 G - - B Min Brg Width Req = 1.5 NCBCMean : 1 Height: 15.00 ft Code / Misc Criteria CreepFactor 2.0 F Min Brg Width Req = 1.5 .00 soffit Soffit 2.00 TCDL: 4.2 psf BCDL:5.0 sf p Bldg Code: FBC 2017 RES Max TC CSI: 0.655 Bearings B & F are a rigid surface. g g Load Duration: 125 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.43E Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.500 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. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 D - E 1065 -933 Lumber B - C 1138 -1276 E - F 1187 -1281 C - D 1038 - 932 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3- Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ Wind B - J 106E - 865 H - G 1068 - 859 Member design based on both MWFRS and C&C. J - 1 1062 -864 G - F 1072 -860 1- H 1062 - 864 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. >(� J - C 288 -55 H - E 608 -515 E - G 290 - 80 D - H 790 - 905 C No..8 12 e STATE 0.0 - . ?*ss . SERwl V 00 00 01 i)0 00 01 4b 6e 5c d1 '64 9910 f0 36 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI andrSBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachuripid ceilinct Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Kefer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildin�tL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIriPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e_ listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. P­ mnro information can thic inh'c nnnaral nnfoe nano and fhaea —h cif- Al PINF• wurvn alninaihx min• TPI• w fnlncf nm, SRCA� ww hdndustw mm, ICC' xnwe. cmge.om i ) Job Number: 36CS00029 I Ply: 1 SEQN: 668720 / T3 / GABL 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL City: 1 FROM: AH DRW: Truss Label: C1GE Wgt: 78.41bs / ... 05/1112018 T 14' f 7, T G=4X4 H 6 I Z,7 Cl) K v =2X4(A1) B L=2X4(A1) nya A U I U U U I M V U T S Q P N 14' I -i 14 14' Loading Criteria (psf) 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 loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 F 999 240 B. 84 / 39 / 40 /- / 12 1168 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 E - - B Min Brg Width Req = - EXP: C ' HORZ L 0.002 E Des Ld: 37.00 Mean Height: 15.00 ft �) BearingB is rigid surface. a g NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 2.0 Cade: FBC 2017 RES Max TC CSI: 0.118 Soffit: 2.00 BCDL: 5.0 psf Maximum Top Chord Forces Per Ply (Ibs) �ldg Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 PI Std: 2014 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft ep Factors Used: Yes Max Web CSI: 0-061 A - B 27 0 G - H 213 -26 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 14 -66 H - I 157 -48 GCpi: 0.18 Plate Type(s): C - D 61 -28 I - J 105 -69 Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 D - E 113 -17 J - K 87 -89 Lumber E-F 165 -14 ' K-L 84 -106 F-G 221 -17 L-M 27 0 Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ Plating Notes B - V 145 -46 R - Q 164 -49 All plates are 2X4 except as noted. V - U 153 -47 Q - P 159 -50 Wind U-T 158 -48 P-O 155 -51 T-S 161 -49 O-N 150 -53 Member design based on both MWFRS and C&C. S - R 164 -49 N - L 144 -55 Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements- *�LWAP.AGables Maximum Gable Forces Per Ply (Ibs) Tens.Comp. Gables Tens. Comp. io C-V 122 -56 Q-H 205 -83 ibEIVern D-U 115 -75 P-1 E-T 159 -72 O-J 159 -72 115 -75 a � F S 205 N K 122 - 56 o No 047182 - -83 - G-R 13 -89 "+ STATE ft ON #04 ativil SERAL* 7f00400100 00014b6e5cd1 ca99 9cf036 —WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricatingg handlin shipping) installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) for safety practices prior to pertorming these functions. Installers shall provide temporarryY bracing per BCSI. Unless noted oherwise,top chord shall have, properly attached structural sheathing and bottom chord shall have a properly attacheU rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position 'as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinComponents Group Inc. shalllnot be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. and use of this r7�awing for any structure is the responsibility of the Building Designer ANSI/TPI 1 Sec.2. The suitability • per For more information see this'ob's general notes page and fitese web sites: ALPINE: www.al pinefw.com; TPI: www. into : SBCA www.sbcindu .com; ICC: www.iccsafe.orcj I] Job Number: 36CS00029 Ply: 1 SEQN: 6687211 T14 / SPEC 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: C1 I Wgt: 50.4 lbs .. / ... 05/11/2018 T 7' SEAT PLATE REQ. 14' 7' C=5X6 IIIZA4 SEAT PLATE REQ. 14' �- v 7' T } 7' 14' _I 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 Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph PF NA Ce: NA VERT(LL): -0.019 E 999 240 B 593 / 272 1371 / - / 158 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.030 E 999 180 D 527 1234 1304 / - /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.009 E - - Wind reactions based on MWFRS Des EXP: C HORZ L 0.011 E �) B Min Br Width Re 1.5 g q CLLd: 10.00 NCBCLL: 10.00 Mean Height: 15.00 ft 9 Code / Misc Criteria Creep Factor. 2.0 P D Min Big Width Req = 1.5 Soffit: 2.00 TCDL: 4.0 psf BCDL: 5.0 Bldg Code: FBC 2017 RES g Max TC CSI: 0.683 Bearings B & D are rigid sat Load Duration: 1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.422 plat Bearings B & D require a seat plate. i Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.119 d Forces Per Ply (Ibs) Maximum Top Chord Cm Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 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. B - E 598 -536 E - D 598 -536 Wind Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-E 311 -82 !lil () , 6 7f 00 00 0100.00 014b 6a 50 d1 Ca 991 a 110 36 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI an 7 SBCA) for safety practices prior to performing these functions. Installers shall provide tempos bracing er BCSI.. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheyrigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10. as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. {2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI Pi 1, or for handling shlppinq, installation and bracing of tivsses.A seal on this drawing or cover page_ _ listing this drawingg indicates acceptance of pro esslonR engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2. c­.. ;. inu... fia ­ thic I„hx nen 1 nntec nave Rnd these web sites- ALPINE: www.a[Dineitw.com: TPI: www.toinst.orm SBCA: www.sbcindustryrarn' ICC: www.ic safe.or r � Job Number: 36CS00029 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL' Truss Label: L01 5' 5' Ply: 1 SEQN: 668722 / T29 / COMN City: 2 FROM: JAH DRW. Wat:37.8lbs .. / ... 05/11/2018 10, 6 C=4X4 T 12 6� M O_ U) N M . 2X4(A1) B D=2X4(A1) 11 A E F 1112X4 10, -1- 5' 5' A. 5' 10, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflfCS1 Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.011 F 999 240 B 438 1224 1424 ! - 1134 13.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.016 F 999 180 D 438 / 223 1259 /- /- 13.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.004 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.005 F - - B Min Brg Width Req = 1.5 NCBCLL: 00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 D Min Brg Width Req = 1.5 Soffit: 2.00 2. TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.282 Bearings B & D are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.253 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.090 Maximum To Chord Forces Per PI Ibs p y (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): A - B 27 0 C - D 780 -492 Wind Duration: 1.60 IWAVE VIEW Ver: 17.02.02.1208.15 B - C 814 -492 D - E 27 0 Lumber Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens_ Comp. Webs 2x4 SP #3 B - F 420 -595 F - D 420 -595 Wind Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Left bottom chord exposed to wind. C-F 302 -416 4„7 �a��eo a tOt - ' No 047182 Ar �. .. STATE e° 17f 00 00 01 bO 00 01, 4b 6a 5cs f1 9916 f0 36 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT" FURNISH THIS DRAWING TOIALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted oherwise,top chord shall have proper)YY attached structural sheathingp and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint bf webs shall have bracingg insTalled per BCSI sections 63, B7 or 610, as applicable. Apply plates to each face of truss and positicn as shown above and on the Joint Details, unless noted otherwise. (Zefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shippmcl, installation and bracing of trvsses.A seal on this drawing or cover page_ _ listing this drawl indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIlTP11 Sec.2. O U Job Number: 36CS00029 Ply: 1 SEQN: 668735 / T24 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: JAH DRW: Truss Label: L02 Wgt: 44.8 Ibs / ... 05/1112018 3' 7' 10, 3' 4' 3' Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 12 6 =2X4(A1) B C= III Z/C4 ion 3A4 E=2X4(A1) F 0I 1 I 3'1"12 XT12 3'3 8 ' + + 3'1"12 6'8"8 10, Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Loc R / U / Rw / Rh / RL / W B 500 1238 /- /- /- 13.5 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.010 G 999 240 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.028 G 999 180 E 501 1239 / - / - / - 13.5 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 G - - Wind reactions based on MWFRS EXP: C HORZ(TL): 0.008 G - - B Min Big Width Req = 1.5 Code / Misc Criteria Mean Height: 15.00 it Creep Factor: 2.0 E Min Brg Width Req = 1.5 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.171 Bearings B & E are a rigid surface. BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Rep Factors Used: No Max BC CSI: 0.150 Max Web CSI: 0.041 Maximum Top Chord Forces Per Ply (Ibs) C&C Dist a: 3.00 ft Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. A - B 27 -20 D - E 309 -093 GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.12D8.15 Wind Duration: 1.60 WAVE B - C 306 -694 E - F 27 -20 C - D 249 - 611 Loading #1 hip supports 3-0-0 lacks with no webs. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. r m s • aSTAn OF 0 fir* 7i 00 00 0100 00 01 A 60 So d1 ca g91c f0 36 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 592 -252 G - E 592 -255 H - G 602 - 249 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-H 102 0 G-D 107 0 C-G 11 0 "`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building tt Safety Information, bV TPI and'SBCA) safety practices prior to performing these functions. Installers shall provide temporary BCSi. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly id ceilingg Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, B7 or 610, e. A .piy lates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to 60A-Z for sEMard plate positions_ a division of I F'I 1; or Tor n acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Y r Job Number: 36CS00029 I Ply:1 SEON: 668723 / T22 / HIP_ 4EBB 182E-Cali "D" LL OL 1DR Horton /4EBB 1828-Cali "D" LL OL Oty: 2 FROM: AH DRW. Truss Label: M3 I Wgt 11.21bs / ... 05/11/2018 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 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: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 ft 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 12 6 2X4(A1) B SEAT PLATE REQ. C cf) It LO D 2' 1' 2' ow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in Ioc Udefl U# Loc R / U / Rw / Rh / RL / W NA Ce: NA VERT(LL): NA B 87 / 69 / 144 /- / 64 18.0 NA Cs: NA VERT(TL): NA D 32 / 5 129 1- ! - / 1.5 Dw Duration: NA HORZ(LL): d.000 D - - C 13 / 28 / 12 /- / - 11.5 HORZ(TL): 0.000 D - - Wind reactions based on MWFRS de / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Ig Code: FBC 2017 RES Max TC CSI: 0.094 D Min Brg Width Req = - I Std: 2014 Max BC CSI: 0.023 C Min Brg Width Req = - p Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. gearing B requires a seat plate. FRT:20(0)/l0(0) Mfg Specified Camber: to Type(s): Maximum Top Chord Forces Per Ply (Ibs) EVE VIEW Ver: 17.02.02.1206.15 Chords Tens.Comp. Chords Tens. Comp. A-B 13 0 B-C 6 -38 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 ' 4 a STATE OF I g ffi SERIAL 7i 00:00 0100 00 01' 4b 6e 56 dl'6 991C f0 Z6 I "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI and'SBCA) y safety practices prior to performing these functions. Installers shall provide temporarrvv bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, as applicable. Apply plates to each face of truss and position a'' shown above and on the Join f Details, unless noted otherwise. if efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation, from this drawing,any failure to build the truss in conformance with ANSIl1 PI 1, or for handling shippingp, 'installation and bracing of trusses.A seal on this drawing or cover pa�9e_ listing this drawingg indicates acceptance of professional 'engineeringg responsibility solely for the design shown. The swtabildy and use of this drawing for any structure is the responsibility of the 8u!Iding Designer per ANS11TP1 1 Sec.2. Job Number: 36CS00029 Ply: 1 SEQN: 668724 / T19 / EJAC 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 8 FROM: AH DRW. Truss Label: EJ7 Wgt: 23.8 Ibs 1 .. 05/11/2018 C 7 7- 12 6 o to r- c� v =2X4(A1) B A D SEAT PLATE REQ. 1' 1_ 7' _I 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefifCSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W B 336 1117 1259 / - / 173 / 8.0 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 / 20 / 101 / - /- / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.014 D - C 171 / 133 / 91 / - / - / 1.5 Des Ld: 37.00 EXP: C Mean Height: 15.00 It HORZ L 0.025 D - - (T )� Creep Factor. 2.0 P Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code / Misc Criteria NCBCLL: 10.00 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.496 D Min Brg Width Req = - C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.368 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 it FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 77 -151 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 ��. E 1Ve 04718 a tow �P *0 S TATE OF 01 ID 4 SERfAL V0d000100 0001'06eSCd1 ca 91CM36 **WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regwire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathincl and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, Apply to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to as applicable. plates drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIII PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . design The listing this drawing indicates acceptance of professiona engineering responsibility solely for the shown. sutt_abrllty this 9�awing for is the responsibility of the Building Designer per ANSIfrP1 1 Sec.2. and use of any structure For more infonnafion see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. into ; SSCA wwwsbcindu .com: ICC: www.imsafe.ong i Job Number: 36CS00029 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Truss Label: EJ7A 2X4(A1) 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: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0 " C&C Dist a: 3.00 ft 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 Wind Member design based on both MWFRS and C&C 12 6 Ply- 1 SEQN: 668725 / T23 / EJAC Qty: 6 FROM: AH DRW. Wgt:21.0lbs / ... 05/11/2018 C B A77 co O_ 7' 7' )w Criteria (Pg,Pr in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W NA Ce: NA VERT(LL): NA A 270 179 / 188 ! - / 151 18.0 NA Cs: NA VERT(TL): NA C 128 / 21 / 104 / - ! - 11.5 rw Duration: NA HORZ(LL): -0.017 C - B 174 / 135 / 95 / - / - 11.5 HORZ(TL): 0.027 C - Wind reactions based on MWFRS le / Misc Criteria Creep Factor. 2.0 A Min Brg Width Req = 1.5 g Code: FBC 2017 RES Max TC CSI: 0.505 C Min Brg Width Req = - Std: 2014 Max BC CSI: 0.373 B Min Brg Width Req = - Factors Used: Yes Max Web CSI: 0.000 Beating A is a rigid surface. Bearing A requires a seat plate. RT:20(0)110(0) Mfg Specified Camber: to Type(s): Maximum Top Chord Forces Per Ply (Ibs) ,VE VIEW Ven 17.02.02,1208-15 Chords Tens.Comp. A-B 78 -152 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 I € �% '.. on #.STATE I00 4 . SERIAL 7i 00 00 01b0 b0.Oil 4b 6e 50 d1 oa' 99 1 o 110 6 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI anc7'SBCA) fog safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless no 0 erwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 610, as applicable. Apply Abates to each face of truss and position as shown above and on the Join�Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in cdnformance with ANSIII PI 1, or for handling shipping; installation and bracing of Vusses.A seal on this drawing or cover page. I this drawing indicates acceptance of professrona7engineering responsibility solely for the design shown. The suitabrlrty and use of this drawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2. r Job Number: 36CS00029 Ply: 1 I SEQN: 668726 / T32 / EJAC 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 1 FROM: JAH DRW. Truss Label: EJ3L Wgt: 12.6 Ibs .. / ... 05/11/2018 C 43 3' 31. Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - - Des Ld: 37.00 EXP: C HORZ(TL): 0.003 D - - Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf CreepFactor. 2.0 Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.174 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.071 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any Ff/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 Wind Member design based on both MWFRS and C&C Left bottom chord exposed to wind. SERIAL * 7f 00 00 0100 00.01' 4b 6e 6c 810 91c 110 36 T l ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 193 / 93 / 202 / - 186 13.6 D 51 133 /73 /- /- 11.5 C 64 150 / 35 / - / - 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Big Width Req = - C Min Big Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I 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 DRAWINGI —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlinp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety. Information, bV TPI an SBCA) ioF safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/I PI 1, or for handling shipping, installation and bracing of Wsses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this �awing for any structure is the responsibility of the Building Designer per ANSIITPI I Sec.2. u • 1 Job Number: 36CS00029 I Ply: 1 SEQN: 668727 / T16 / JACK 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: AH DRW. Truss Label: BJ5 Wgt: 16.8 lbs .. / ... 05/11/2018 12 6 p 2M�A'I) B 1 A� C SEAT PLATE REQ. 51 i 5' wi Loading Criteria (psQ Wind Criteria (Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 NA Ct: NA CAT: NA PP Deflection in foe Udefl U# LOG R / U / Rw / Rh / RL / W B 263 196 1208 I - / 129 18.0 TCDL: 7.00 Speed: 160 mph IPg: Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA, D 90 / 13 / 70 / - /- / 1.5 BCDL: 10,00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 D - - . C 119 / 93 162 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.008 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 00 Mean Height: 15.00 ft CreepFactor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 2. TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.309 D Min Br Width Re - 9 q = Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 PI Std: 2014 Max BC CSI: 0.182 C Min Brg Width Req = - Bearing B a rigid surface. Spacing: 24.0 " P 9� C&C Dist a: 3.00 ft ep Factors Used: Yes � Max Web CSI: 0.000 Bearing B requires a seat plate. r p Lac, from endwall: not in 4.50 ft Ff/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): - Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Ch d T C Ch d T C Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. No 6 4-h s e e STATE %olzya a low SERIAL * 7f 00 00 0100 00 014b 6e 56 illillcia 991C f0 36 or s ens. omp. or s ens. omp_ 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 DRAWINGI -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shippingf installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, byy TPI and SBCA) toF saPtety practices prior to performing these functions. Installers shall provide temposrryy bracing per BCSI. Unless noted olherwise,top chord shall have�properly attached structure) sheathingg and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg inslalled per BCSI sections B3, B7 or B1D, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc.,shall;not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e_ _ listing this drawing,indicates acceptance of professrona7 engineering responsibility solely for the design shown. The suttability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes oaoe and these web sties: ALPINE: www.aloineitw.com: TPI: www.minst.om: SBCA wwwsbdndustrv.mm- ]CC, www it fe.om Job Number: 36CS00029 Ply: 1 SEQN: 668728 / T17 / JACK 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: AH DRW. Truss Label: BJ3 Wgt 12.6 Ibs / ... 05/11/2018 C 12 6 F��" T f+') to 2X4(A1) B M CV A D SEAT PLATE REQ. 3' 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL 1 W B 193 176 / 162 / - / 86 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 /6 /41 /- /- 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - - C 64 / 51 / 30 / - / - / 1.5 Des Ld: 37.00 NCBCLL: 10.00 EXP: C Mean Height: 15.00 ft HORZ L 0.003 D - - (T )= Creep Factor. 2.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code / Misc Criteria Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.174 D Min Brg Width Req = - C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.072 Bearing B is a rigid surface. Spacing: 24.0 " C8C Dist a: 3.00 It Rep Factors Used: Yes Rep Max Web CSI: 0.000 B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp_ Lumber A-B 27 0 B-C 29 -105 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and CSC. B - D 0 0 o 0 -P STATE OF SERIAL* 7f OO OO O9 OO D0.014b 6e Sd dl ci3 99 to f0 36 "'WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Component Safety Information, b11�� TPI ant? SBCA) f0F safety practices prior to pertorming these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherv✓ise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly Locations for lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, attachetl rigid ceiling shown permanent as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless no otherwise. {2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinN. Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . this indicates t°essional responsibility solely for the design shown. The suitability listing drawing acceptance of pro .engineering and use of this yawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and These web siles. ALPINE: www.al inei w.com; TPI: www. inst.o ; SBCA• www.sbcindu .com; ICC: www.iasafe.o r Job Number: 36CS00029 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Truss Label: BJ1 0 12 6 2X4(A1) B Ply: 1 SEQN: 668729 / T181 JACK Qty: 4 FROM: AH DRW. Wgt:11.2lbs .. / ... 05/11/2018 C SEAT PLATE REQ. M o Lo r r r 1� 1' 1, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 rg: NA Ct: NA CAT: NA PP Deflection in [or. L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 150 177 1145 I - / 42 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 110 118 / - / - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.000 D - - C -14 128 / 25 / - /- / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.000 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 it Code / Misc Criteria CreepFactor: 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.163 nr 9 q = - D MiBWidth Re Load Duration: 1.25 Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.015 C Min Brg Width Req = - gearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc, from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 27 0 B - C 28 -19 Top chord 2x4 SIP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 di 7f Off O0 0100 00 014b 6o 5C d1 ra 991c it) 36 "WARNING- READ AND FOLLOW BALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlin shipping, linstalling and bracing. Refer to and follbw the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) toi safety practices prior to pertorming these functions. Installers shall provide temporary bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y attached ric]id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 610, as applicable. Apply ptotes to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Buildi ,� Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance wdh ANSITI PI 1, or for handling shippingp; installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professronai I engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. � � s Job Number: 36CS00029 Ply: 1 SEQN: 668730 ! T20 / JACK 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: JAH DRW: Truss Label: BJ1L Wgt 11.2' Ibs 1 ... 05/11/2018 12 6 C 2X4(A1) B ce) � C) LO 4"3 co D 1' 1' 1' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in for. Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA B 150 189 1157 / - 142 / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 12 110 ! - ! - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - - C -14 / 25 122 / - / - 11.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 B Min Brg Width Req = 1.5 NCBCLL: 2. 00 TCDL: 4.2 psi D Min Brg Width Req = - Soffit: 2.00 BCDL: 5-0 psi Bldg Code: FBC 2017 RES Mau TC CSI: 0.163 P C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.014 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver 17.02:02.1208.15 Lumber A- B 27 0 B- C 27 -19 Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Wind B-D 0 0 Member design based on both MWFRS and C&C. Left bottom chord exposed to wind. NY No 4"2 .. , -0 STATE. OF 1 SERIAL* V 00 00 01, 00 00 410 6e 6c d1 ca 99100 36 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI `"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingp handling shipping, installing and bracing. ,Refer to and"follow the latest edition of BCSI (Building Component Safety Information, byy TPI and'SBCA) for safety practices prior to pertormtng these functions. Installers shall provide temposrryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections 63, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. )2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinQQComponents Group Inc., shall not be responsible for, any deviation from this drawing,any failure to build the truss in conformance with ANSI Pi 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al inLitw.com; TPI: www. inst.o ; SBCA: www.sbeindu .com; ICC: www.imsafe.o Job Number: 36CS00029 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Truss Label: CJ7 Ply: 1 SEQN: 6687321 T21 / HIP_ Qty: 2 FROM: AH DRW. Wgt:42.0lbs .. / ... 0511112018 6'3" { 9'10"1 6'3" 3'7" D 12 4.24 o 3X4 C a o> � ih co 2X4(A1) B I i i A Li =5X6 F E III�C4 SEAT PLATE REQ. 6'1 "4 i 3'2" 6'1"4 9'3"4 i 6"1 y7 9'101 Loading Criteria (psf) Wind Criteria iSnow Criteria (Pg,Pf in PSF) Defi1CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pi NA Ce: NA VERT(LL): 0.015 G 999 240 B 330 1208 / - /_ /_ 110.6 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.041 G 999 180 E 385 / 175 / - / 0 / 0 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 / - /- /- / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.008 F - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code I Mi.. Criteria Creep Factor: 2.0 B Min Br Width Re = 1.5 9 Q Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.241 E Min Brg Width Req = - Load Duration: 1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.326 D Min Brg Width Req = - Bearing B is a rigid surfa Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes Max Web CSI: 0.256 P Bearing B requires a seat plate. seat p Loc..from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 14 -11 C-D 55 -72 Top chord 2x4 SP #1 B - C 3W -650 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Special Loads Chords Tens.Comp. Chords Tens_ Comp. --(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) B - G 604 -290 F - E 0 0 TC: From 0 plf a± -1.41 to 55 pit at 0.00 G - F 591 - 288 TC: From 2 plf at 0.00 to 2 plf at 9.84 BC: From 0 plf at -1.41 to 4 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 9.84 Maximum Web Forces Per Ply (Ibs) TC: -7 lb Conc. Load at 1.41 Webs Tens.Comp. Webs Tens. Comp_ TC: 128 lb Conc. Load at 4.24 TC: 238lb Conc. Load at 7.07 G - C 286 -47 C - F 345 -709 BC: 23 lb Conc. Load at 1.41 BC: 103 lb Conc. Load at 4.24 BC: 179 lb Conc. Load at 7.07 y� " ���eap �� Eld Wind • Wind loads and reactions based on MWFRS. a No 047182 STATE ,OF A vo SERIAL* 7100 00 0100.00 014b 60 5o d'i ca $91 c 10' 36 -IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s reqquire extreme care in fabricatingq handlin shipping; installing and bracing. Refer to and follow the latest edition of BCSI (Building nenf Safety Information, by TPI and'SBCA) toy safety practices prior to pertorming these functions. Installers shall provide temporaryY er BCSI. Unless noted olherwise,top chord shall havelproperly attached structural sheathing and bottom chard shall have a propperly ppid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 810, cab5le. Apply plates to each face. of truss and position as shown above and on the JoinlDetails, unless noted otherwise. f2efer to 1.16 0A-Z for standard plate positions. a division of ITW Buildint�Components Group Inc. shall!not be responsible for any deviation from this drawin any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of t usses.A seal on this drawing or cover page_ this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability le of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. information see this lob's aeneral notes Daae and these web sites: ALPINE: www.alDineftw.com, TPI: www.foinst.om: SBCA: wwwsbdndustrv_mm: ICC www_ir fe. Job 4EBB 1828-Cas "D OLL OL /DR Horton /4EBB 1828-Cali "D" LL OL I Wgt 16.6 Ibs I FROM: JAH 33 / T25 /HIP_ I DRW i 05/11/201 B Truss Label: CJ3L C -1 1) T-3 , Y 4'2"3 TY 4'2"3 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc. Udefl U# LOG R / U / Rw / Rh / RL / W B 84 145 / - / - / - / 3.5 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA C 64 / 48 / - I - ! - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 D - D 28 /- / 7 / - / - 11.6 Des Ld: 37.00 EXP: C HORZ(TL): 0.002 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 0.00 Mean Height: 15.00 ft CreepFactor: 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 P sf Bldg Code: FBC 2017 RES Max TC CSI: 0.091 C Min Br Width Re 9 q = - Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Sid: 2014 Max BC CSI: 0.052 D Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 itRep Factors Used: No Max Web CSI: 0.000 Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: _ Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Loading Hipjack supports 2-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. 0 STATENo 047,182' 7f 00 00 0100 00 01, 4b 6e ft diva So Ic 110 36 A-B 9 -6 B-C 21 -16 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI and SBCA) r safety practices pnor,to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 83, B7 or 610, as applicable. Apply lates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kifer to drawings 160A-Z for Andard plate positions. Alpine, a division of ITW BuildinAAComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of ppr3 essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPi 1 Sec.2. Fnr mnra infnnnatinn see this iob's aanemt notes pace and these web sites: ALPINE: www.alr)ineitw.com: TPI: www.tn!nsLortr: SBCA: www.sbc!ndustrv.com; ]CC: www.iocsafe.org _ Job Number: 36CS00029 I Ply: 2 SEQN: 668738 / T26 / HIPS I 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D;' LL OL Qty: 1 FROM: AH DRW: Truss Label: A8GL Wgt: 259.0 Ibs .. / ... 05/11/2018 r 1 1 15'8"7 9 339'8" +'3"5 '9 4119 47'7T 4151 491 TC2 TC2 %7X8(R) =3X4 O =7X8 =3X4 O X7X8(R) 12 C D Em3X4 F G He3X4 I T - M l=4X6 � T K6(A1) v I 1112RX4 r=4X4 =7X8 Q X8 = X8 a X4 m2X4 t SEAT PLATE REQ. SEAT PLATE REQ. I 39'8" 1"12 +3'11"13+ I4'+ 4'5110" } 4'"+248"5+ 3 T 7'1"12 1 1 7T1"12 11,119 155 415 924S1 3'39'8� I Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.270 • F 999 240 B 3139 11427 / - ! - / - 18.0 BCLL: 0.00 Enclosure: Closed u: NA Cs: NA VERT(TL): 0.750 F 925 180 J 3140 11428 / - / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.054 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.103 C - - B Min Brg Width Req = 1.5 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 1.5 NCBCLL: 0.00 TCDL: 4.2 psf Bearin s B & J are a ri id surface. Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.347 g g p Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.290 Bearings B & J require a seat plate. � Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: No Max Web CSI: 0.300 Loc. from endwall: NA /RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Pilate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 13 -10 F - G 2150 -4803 Lumber B - C 1438 -3178 . G - H 2O45 -4569 C - D 1747 - 3901 H - I 1747 - 3901 Top chord 2x4 SP #1 :TC2 2x6 SP #1: D - E 2044 -4569 I - J 1439 -3179 Bot chord 2x6 SP M-26 E - F 2150 -4803 J - K 13 -10 Webs 2x4 SP #3 :W2 2x4 SP #1: Na!lnote Maximum Bot Chord Forces Per Ply (Ibs) Nail Schedule:0.128"x3", min. nails Chords Tens.Comp. Chords Tens. Comp. Tap Chord: 1 Row @12.00" o.c.Bot B - R 2815 -1263 O - N 4605 -2068 We Chord: 1 Raw @4" o.c. o.c. R - Q 2828 -1265 N - M 3969 -1784 Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails Q - P 3968 -1784 M - L 2829 -1266 in each row to avoid splitting. P - O 4605 -2068 L - J 2816 -1263 Loading (€ Maximum Web Forces Per Ply (Ibs) #1 hip supports 7-0-0 jacks with no webs.��. " Webs Tens.Comp. Webs Tens. Comp. Wind �+ em C - R 308 -63 O - G 256 106 "o C - Q 1391 -624 G - N 270 -418 Wind loads and reactions based on MWFRS.° Q - D 442 - 797 N - H 788 - 342 No 471 a D - P 788 - 342 H - M 442 - 796 ' P - E 270 -418 M - 1 1391 -624 y E- O 256 -107 L- I 308 -64 ift x F-O 189 -235 es Tt OF e �a. a 6 SERAL P 7 i 0000010000014b6e50d1ca991011636 —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! `*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, byy TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryY bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. (2efer to draw!ngs 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIfI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of pr 3 essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is p e responsibility of the Building Designer per ANSI1TP11 Sec.2. For more information see this'oVs general notes page and these web sftes: ALPINE: www.al Inedw.com; TPI: www. inst.o ; SBCA: www.sbcindust .com- ICC: www.imsafe.org M1, "11, Vir 11-dllllA&� In i ."1 h Lqn -, x Gable Stud Reinforcement Detail ASCE 7-101 160 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Urt 140 Mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 140 Orr 140 Mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = 1,00 n- fan a v, (find Snood. h5' Monn Nainht. Pnrtlnlly Fnelnsed. Fxnnsure D. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species I Grade"' -,"Braces No (1) lx4 'L' Brace K (I) 2x4 'L' Brace K (2) 2x4 'L' Brace ■ (D 2x6 'L' Brace K (2) 2x6 'L' Brace Al Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' V 9' 3' 9' 7' 12, 2' 12, 8' 14' 0' 14' 0' U O S P f HFStandard #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' ill 9' 6' 10' 4' Ill 1' 0 14' ' 14' 0' n% -j S P #1 4' 0' 6' 8' 6' 11' 7' 10, 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' #2 3' 10' 6' 7' 6' 10, 7' 9' 9' 3' 9' 7' 12' 2' 12, 8' 14' 0' 14' 0' (U DFL #3 3' 9' 5' 3' 5' 7' 6' 11' 9' 2' 9' 7' 10, 11' il' 8' 14' 0' l'0' Stud 3' 9' 5' 3' 5' 7' 6' 11' 9'2'9' 7' 10, il' 11' 8' 14' 0' 14' 0' 3' 6' 4' 7' 4' 11' 6' 2' M'5' 8' 4' 8' It' 9' 8' 10, 4' 13' V 14' 0' #1 / #2 4' 5' 7' 6' 7' 9' e' 10, 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' SPF #3 4' 2' 7' 1' 7' 9' 8'9'10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' 1' 7' 6' e' 9'10' 5' 10' 10, 13' 9' 14' 0' 14' 0' 14' 0' O F Standard 4' 2' 6' 1' 6' 5' 8' 1' B' B' 10' 5' 10' 10' 12, 8' 13' 7' 14' 0' 14' 0' #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' I1' 1' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7' 9' e' 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, ill 13' 4' 14' 0' 14' 0' 14' 0' �110QJ I 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' 10' 10, it, 10, 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' 1 e' 3' 8' 7' 9' 9' 10, 2' 10171 12' V 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' Ill 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' u U u Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' O �l F 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' V 8' 5' 8' e' 9' it, 10, 3' Ill 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' 03 4' 9' 7' 4' 7' 10' 9' B' 10, i' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' 7- CU1 I D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' l4' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' Il' 6' t2' o' 13' 7' 14' 0' 14' 0' 14' 0' able Truss A1 Diagonal brace option, T vertical length may be doubled when dlagonnl 18' )K brace Is used. .Connect L I diagonal brace for 60011 'L' T at each end. Max web Brace total length Is 14'. 3IE31E 2x6 DF-L #2 or better diagonal T I Vertical length shown ( brace) single 8' In table above. or double cut L 1 45' (as shown) at upper end Connect dlagonnlnl rat' midpoint of vertical web. Ilk 41 Refer to chart above for rl MVARNBil3ww READ AND FU=W ALL NOFES-ON THIS BRAIIM -DipaRTANIww F RiNM THIS DRAVING TO ALL r18RRACTORS D(CI.ID)M THE WTALLERs Trusses require extreme care in Fabricating, handUng,• hipping. Installing and bmcwlg. Rafertlto and s follow the latest adLtkxn of BCSI (Building CanPonent SoFety [nfontatlon, by TPI and SBCA) for`..safety practices prior to perfoMM9 the" functlons. Instatters shall provide temporary g Pe tBCSL Unless noted otherwise, top chord shall hove properly attached stwctural sheat ad ion _Z shall have a property attached It d ceiWig. Locations sham for pernnnent lateral restrnant of webs B7 B10, face d fI f�l� ll" 'riL_J'j or as appl%9ICQW�- Apply plates to ¢arh cecUoan the shall have brodng Iota. s per above of truss rain position as sham above and on the ions Oetaifs, untecc notatl otherWsa Refer to drnvings 160A-Z for standard plate positions `' i� I�u ITV Buadin® Components Group Inc be for deviation fron AN RW COMPANY Alptrie, a tivWon of shall not responsible any this drawing, any fdlure to "d the truss in conF-antx with ANSI/TPI 1, or for hw4ft, shhplig. '9y Installation 6 bradng of trusses. A sent an this drawing or cover Page listing this drawkng, hdkates acceptance of Professional`✓ ernglneertrnp responsB+M1ity solely fen the this d-rig s&hAwndkV ofesh rbPeryue1OSfec2 fo- any structure hi the responsblllty 13389 ako!onl Drive Earth City. MO63045 Far more Infor-tbse n e this ,fob's general notes pn se a and theweb site. ALPINE, nw.alphaitmmm) TPA www.tPinst.org) SBCAl www.sbc ustry.o-gr IM wwwlccsafa.arg 0 Bracing Group Species and Grades - Group Al S ruce-Pine-Fir Hen-Flr 41 / 02 Standard #2 Stud 03 Stud #3 Stnndnrd Dou Ins Fir -Larch _ Southern Plnemxw #3 #3 Stud Stud Stnndnrd Standard Group Bt Hen -Fir ql 6 Btr #I Dou (as Fir -Larch Southern Pinewww #t #1 #2 #2 lx4 Braces shall be SRD (Stress -Rated Board), wwFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these orades. Gable Truss Detail Notesi Wind Load deftection 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' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach IV braces with 10.1 (0.128'x3.0' min) nails. )I( For (1) 'L' bracer space nails at 2' o.c. In Is' end zones and 4' O.C. between zones. )fl)Wor (2) 'L' braces. space nails at 3' o.c. In 18' end zones and 6' o,c. between zones. 'L' bracing must be a minimum of 807 of web nenber length. Gable Vertical Plate Sizes Vertical Lennth No Splice + Refer to common truss design for peak, spike, and heel plates. Refer to the Building Designer for conditions, not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 Less than 4' 0' ,81AX OF 01 /64e 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 Or. 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orr 120 moh Wind Sneed. 30' Mean Heloht. Partlally Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) ix4 'L' Brace Y (1) 2x4 'L' Brace x (2) 2x4 'L' Brace tlx (1) 2x6 'L' Brace of (2) 2x6 'L' Brace ■ Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B �+ nF S 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' #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' it, 13' 7' 14' 0' U Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' Ill 11' 13' 7' 14' 0' 0 Standard 3' 6' 4' 7' 4' it' 6' 2' 6' 7' 8' 4' 8' 11' 9' S. 10' 4' 13, 1' 14' 0' #1 3' 10' 1 6' 4' 6' 7' 1 7' 6' 7' 9' 1 8' ill 9' 3' 11' 9' 12, 2' 13, 11' 14' 0' —j 1 S P #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13, 9' 14' 0' (U D F L #3 3' 7' 4' 10' 5' 2' 6' 5' 6' Ill 8' 9' 9' 1' 10, 1' to, 10' 13, e' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' Ill 8' 9' 9' 1' 10, 1' to, 10' 13, 8' 14' 0' d Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' It, 9' 7' 12' 2' 13' 0' U_ -P _ ( [ S P f #1 / #2 4' 2' 7' 2' 7' 5' B' 5' e' 9' 10' 1' 10' 6' 13, 3' 13' 9' 14' 0' 14' 0' #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 1.0' 4' 13, 1' 13' 7' 14' 0' 14' 0' <J L 1 Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' O f� Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' ill 10' 4' 11' t0' 12, 8' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10, 2' 10' 7' 13' 5' 13' It' 14' 0' 14, 0' 11 #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' 03 4' V 5' Il' 6' 4' 7' It- 8' 5' 10, 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' CL) ID F L Stud 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' to, 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10, 2' 11' 0' 11' 9' 14' 0' 14' 0' _Q #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' Ill 6' 14' 0' 14' 0' 14' 0' 14' 0' d S 1 F #3 4' 5' 1 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' LD U O F Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' Ill 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X d S D F L #1 4. 10' e' 0' 8' 3' 9' 5' 9' 9' ill 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 6' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' Ill 0' Ill 6' 14' 0' 14' 0' 14' 0' l4' 0' Standard 4' 5' 6' i' 6' 5' 8' 1' 8' 7' 10' 11' 11' 5' 12' 8' 13' 7' 14' 0' 14' 0' Bracing Group Species and Gradesi Group Ar S ruce-Pine-Fir Hem-Flr #1 / #2 Standard #2 Stud #3 Stud 03 IStandard Douglas Fir -Larch Southern Plnewsr #3 03 Stud Stud Standard Standard Group Bi Hem -Fir a1 6 Btr a1 opuDou las Fir -Larch Southern Plnecwr #i1 #1 #2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). xxFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values ma be used with these nodes. Gable Truss Detail Notesi Vinci 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. AboutlC. Attach 'L' braces with 10d (0.128'x3.0' min) malts. X For (1) 'L' braces space malls at 2' o.c. able Truss In 18' end zones and 4' mm between zones. lA 3# 2, a nalts at 3betweenzones. eand Dlagonal brace option, T �n o.c.ce IS' end zones 6'ss vertical length may be — doubled when diagonal bracing must be a minimum of 60'L of web member length. u —brace Is sed. Connect L diagonal brace for 690# 'L' Gable Vertical Plate Sizes at each end. Max web f Brace total length is 14'. I 31E 31f Vertical Len th No S lice 2x6 DF-L #2 or hl� Less than 4' 0' 2X4 better diagonal 'r Greater than 4' 0', but 4X4 Vertical length shown brace) single 8, less than In table above, or double cut 45' (as shown) at L 1 +Refer to common truss design for upper end, peak, splice, and heel plates. ontinuous Hearing Refer to the Hullding Designer for conditions Connect dla onn at 0 5111111111! not addressed by this detail. midpoint of vertical web. Refer to chart above for max grL+b4e ri(Nay length. wwVARNDRBww READ AND POLLEN ALL NOTES ON TMS ➢RAVM -1W0RTANTu FLPMSH THIS DRAVIN6 TO ALL CONTRACTORS DCLUDIM THE DSTNAERS. �.S`­ Tj , \ A- ii REF ASGE7-10-GAB16030 Trusses require extreme care h fabricating. h¢ndling, sMpplhg, Nhstatling and broUng Refer to and follow tha latest arstien 0f BCSI (& Ad.ng Conponent Safety Information, by TPI and SECA) for safety `� r� c ��g� �r`vENui� i DATE 10/Ol/14 Un""'Ce, - otherelsef a.Ytwes dun ons. installers shall pravtie temporary bratlr+g per BCSL property attached structurai sheathing and bottom chord _ No' DRWG A16030ENC101014 shall have a properly attached rbid telling. Locatlons shown for permanent lateral restraint of webs shall have broctng Installed per SCSI sections B3, 87 or BID, as applicable. Apply plates to each face ILI�IU�� .fait and position as shown above and on the .loht Details, unless noted otherwise. Refer to drawings 16DA-2 for standard _ R Il�r— plate positkxns, Alpine, a division of ITV Building Components Group Inc shall not be responsible for any deviation fro ` ATE OF AN iTWCOMPANY tWs drawing, any failure to buid the truss in conformance M ANSI/TP1 L or for hnndiing, sWpping.,MAX. Installation 0 bracing trusses. TOT. LD, 60 P$F of A seal on this ii-owhg or cover poor listing this drawing, aidlrntes acceptance of profrssloml engtrnewrlrg responSafNty solely for the design shown. The s dtobglty and use of this draw4rg far any structure Is the res 0=11lty of the LLAdhg Designer per ANSVTPI 1 Sec.2. < 24,0' 1338DLakeaonl0rive nare inf"­tpineltenationsea tissjob's eSerar notes webSMOSI r pip` ��,17fe� Aat�a Eadh City, MO 63045 ebcln�dustry.or'thew ALPWPar CO sofeorg/�¢¢4 T�lyF{ks tf MAX. SPACING M IT Relnfol Menk Ga 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 length. Gable vertical length greater than 48' 'L' or 'T' brace required �c 's Q6 Gable Truss Plate 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. Examples 2*2X4 2X8 \ V No ,( brequired I I rnce reqq uirere d .} In lieu of scab brace Gable Provide connections for uplift specified on the engineered truss design. vertical Length greater than Attach each 'T' reinforcing member with 46' 'L' or 'T' brace required End Driven Nallsi 10d .Common (0.148'x 3,',min) Nails at 4' ox. plus (4) malls In the top and bottom chords. Toenaited Nallst 10d Common (0.148'x3',min) Toenails at 4' o.c. plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load ASCE 7-05 Gable Detall Drawings A13015051014, A12015051014, AU015051014, A10015051014, A14015051014, A13030051014, A12030051014, AU030051014, A10030051014, A14030051014 ASCE 7-10 Goble Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, AU530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A16030ENC101014, 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 -halt - Or - End-nall To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detall). 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 Example) 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 1.30 x 8' 7' = 11' 2' 'T' Relnf. Misr. Size 'T' Increase 2x4 30 2x6 20 V /7 �i"�l� I1 tf �j/—Q�i I �uJ i�l�\� u AN ITWCOMPANY 133691akehMtDrive EadhC1%MO63M _ w®VARNDIIDea IMAD AND MUMV ALL hanS ON Thas BRAVEYM �FOifANTss FIIRNEW 7M MAVIMG Ta NJ. CONTRAUMS Iti3.ritRM nE MSUU ERS bracko Refer to and Trusses require extreme care In Pabrlcotfp, hands 7nFarmatlan by Tf1 and sliCA) for safety Compions. Inn Safety_ flow the latest pert mI g these se functions. prnetices prior he wise. mint these f t haves. Iperty ens she provide 'ml sh dy bradr�B per m c Unitas naiad property a top chord shill have properly shown pem*nent lateral ontl bottom chord shalt have a properly attached PHeldC= seRNp Locations sham for pernarwnt lateral restraft of webs n B3, B7 or BSO, ns mMicnbtn. App to cad+ face of tt truss sitbn 1roitrz ionInstalledss per above and and position of truss and po as shown above and on the 1olrct Details, un ess noted Refer to '!wefts 160A-Z for standard plate positions. Alpine, a division of ITV BuAdrp components Group Dee shill not be responsible for on deviation from this J-abq, any faRure to buW the truss in cuMornance tits) ANSVTPI 1, or for hmndl4ip, shippYp, fstatlotbn bracft of trusses, A seal on this drarig or coverpape UstYy this dmvbV, Mcutes acceptance of' professional 1iy fdwl for tM sh»wn. The 66 �stneWeM " Is tlae re y llLy of the Dann !::%s r ANST/IP1 1 Sr 2s dra For mare b,Formatlen sea tHs ,Job's patrol notes pnto and these web sites, Al"D wwwa eltwconl TPD www. I Seca, wwwsbchtlustry rV EO veelccsofe_.ort �ati£ f �+"a) IR - i eta aaaaea * ;tz - '� s s �3 cf N't o#t„a✓`!. "' crass"" aonsnsenses, i,awsnsasrs ..»,.... "" '� MAX. TOT. LD, 60 PSF REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN1014 DUR. FAC, ANY o MAX, SPACING 24.0 w 2; X 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, Hip Frame Details See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required_ %p�frame chords may be trimmed up to 2' to fit, purlins must be intact and properly attached, Hip Frame Stepped Hip System Trusses n I c cl< �#1 Hip Pitched and Sheathed Chord Area Hip Framew B Bottom Chord o- Attach hip frame to flat chords of stepped hips at all overlapping points with C2) 0,131'x3,5' nails Bottom chord of hip frame to be attached to #1 hip with 0,131'x3,5' nails @ 6' o,c, maximum spacing, �— Setback —— Stepped Hip System Trusses Use this detail ASCE 7-10, 180 for, mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame Hip frame -provided by truss manufacturer, is designed to provide bracing for flat top ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or chords of hip' frame system where indicated, Flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of stepped hip system must be So, Pine lumber, ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, Structur 4 anets must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To higttfs)r�i��Miwr Uns, nllPUITANr.: s�'ml°Awc m A°"i� �+IaNOTES �s aS1IHHici1+E uaTrdlFRs Q� GE�iJ e��� ' REF HIP FRAME Trusses require Irene care In fabrbating, handling, silppap, InstalUng arW bracing. Refer to and �� � V� DATE 10/01/14 folloI as!adtlonofHCSIitCanponent Wet, Infornatln, by TPI and SBCA) for safety Naprocprior to perFornUg these Funcilans. InstnUers shall provide bnpororyy bracing per HCSI.Unlested otherdse, top chord shag haveproperty attached structural sheathtrtg and battan d,ard = *DRWG HIPFR1801014 aUe a property ottnchwd rigid calhg. locations shown for permanent latest restraint of webs,rl �� 1 shalle braUng Instnt s per BCSI sections th J or De as ("i"'hle. APPty plates to eneh faceItLll� 111I�`._ of taro ppoosition as sno.n above arm an the Joint 9eta0.s. unless noted ntl,er.lse. /STAfiERefedrawings 16OA-Z for ""ard plate p..ItI.— = .9 OF Atptrte, o dvlsion of ITV Building Components Group Inc shall not be responsible for my deviation fron �� Q A:'1 tTWdDMFINNY tints drn.ing, any fallure to "d the truss In conforronce with ANSI/TPI 1, or for hond9na shlppb+g, lnstnitotlon L by of trusses. A sent on this draw4g or cover pace Usting tt& dra-ft, Indcates a=eptartce of profasslarml for on reapansgBU solely for the dealt d use of this d-.Ve stomp perYAKtVTPI I Sect g X ,Qb tt �, vt 13389 Lakefront Orive � resporsb0.ttY oP iite Bull 441�1,� Earth City, MO 63045 For no- InFornotlon see thk job's general notes page and these web sites fl//1811111111 tit ALPIND wwwmainaltw.comi TPH wwWtohstorai SBCAi wvw.sb[bdustrY.org, ICO wwwJcCsafe.nr'g Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1.00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, x)KAttach each valley to every supporting truss withi (2) 16d box (0.135' x 3.5') nails toe -nailed for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates, 12 3X4 12 Max, (- 2X4 X4 -- 8-0-0 max---i 4X4 12 12 Max. I- 1X3 IX3 (Max Spacing) 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 lOd box (0.12B' x 3.0') nails at 6' o.c. In "lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014, Top chord of truss beneath valley set must be braced with+ properly attached, rated sheathing applied prior to valley truss Installation, Or Purlins at 24' o.c, or as otherwise specified on engineer's sealed design Or By valley trusses used In lieu of purlin spacing as specified on Engineer's sealed design, xxx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0', Pitched Cut .Bottom Chord Valley 4X4 2X4 Valle Spacing Square Cut Stubbed Valley Optional. Hip Bottom Chord End Detail Joint Detail 2X4 Q � SQ 20-0-0 (++) _t u, ... .. u. w ..y at 2 o.c. Plan Supporting trusses at 24' o.c, maximum spacing, 15p1f1{I1U711/„� "WAMMaw KAD NO FUJ" ALL BITES Iw THIS WAVD401 MIWMTANTM FISN TF= WAVM M ALL CONTRACTORS VICWDM TIE WSTALLERS IWN Trusses regidre estrene care In fabrkatkg, hvWling, shipping, Into g and bracing. Refer to and �' \ i yj i .` y `� TC LL 30 30 40PSF REF VALLEY DETAIL DATE 10/Ol/2014 follow the latest edltlon of SCSI (MaIng Conponent Safety lnfonnatlan, by TPI and SBCN for safety prior to perforNng these Punetla_ Installers shall provide ter rr brorJnp par BCSL ` r �C DL 20 15 7 PSF ictkas . r'e a natty albs .e, top chord shag have P opeay ..it.cMd wt—I al aheazrwg a d bottan chard % 1� DL 10 10 10 PSF DRWG VAL160101014 i� shah have o property attnd.ed rigid eN11g. Locations .ham for prrnanent latest restraint of webs shalt have W Post Installed per Hba aced an the Joint or DetDID, as wi t" o. Applyy plates to each face of truss ad podtan aw chom above and an the Details, unless noted otherMce. = 1 $ LL 0 0 0 PSF / Refer to dra.kgs 16CA-2 for t—d.rd plate positions. AN MIN COMPANY Alpina, . &W- of tTV DWIddN1rgp Conponmt. erauupp I— .twit not be responsible Par any devWtlan fron this drawing, any fa0ure to bu !tin truss In eonfar,wnce with ANSI/TPI 1, or for honmeg, shipping. — ,. . { ;(TATE Or TOT. LD. 60 55 57PSF Installation t. br-Ing of trusts.. A seal an this drowk.p or cover page Usthg this drawlrg, kfJcates acceptance OP professlow Y�p ro�s�q1ty solely Por the drslgn shown The sutteWtty and use oP this droving �t J �� (f K, f`y © UR.FAC.1.2511.33 1.15 ISS Por aneiyr strvcf,re is the reapancmnuy oP the Buldna Oesigrgra par AIST/IPI t Sec` r /',` "-' l ' '�`i SPACING 24.0' 13389 Lakefront Drive Earth Cily, MO 63046 AtpWE• u i;:�eau°iPit:.. kdn's°t ro�SDI` t: :shelnd ctr erei IM web sites, t� fa.wo "1S?lla.., Y':i?:�V`��\��` ---- Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 Pt Mean Hot, ASCE 7-10, Enclosed Bldg. located anywhere In roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0. Or 140 mph wind, 30,00 ft Henn Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5P0 psf (min), Kzt=1,0, Notei 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. xx Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications. 'Detail A 1 Purlin Spacing = 24' o.c, or less Piggyback cap truss slant Walled to all top chord 12 purlin bracing with (2) 16d box malls (0.135'x3.5') and secure top chord with 2x4 q3 grade scab Up to 1217 (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. 4' 2' 4' Attach purlin bracing to the flat top chord using (2) 16d box nails (0.135'x3.5'X 2' The top chord 83 grade 2x4 scab may be replaced urlin Spacing = with either of the following, (1) 3X8 Trulox 24' o.c, max plate attached with (8) 0,120'xi.375' nalls, (0 into cap TC 5 (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xl.375' nulls. Note, Nailing thru holes of Top Chord Scab (Typical Each End) Flat top chord purlins required at both wave plate Is acceptable. ends and of 24' max o.c. spacing In between, Detail B 1 Purlin Spacing > 24' o,cn Piggyback cap truss slant Walled to all top chord purlin bracing with (2) 16d box nails (0.135'x3,5') and secure top chord with 2x4 N3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0,128'x3') at 4' o.c, 12 Attach purlin bracing to the flat top chord using a minimum of (2) 16d box nails (0,13510,51). Up to 12 4' — -- - - — -4'— — 2' Purlln Spacing ) 24' o.c. max Full Top Chord Scab (Typical Each End) Chord Rat top chord puns required at Depth both ends, purlin spacing > 24' o.c, Note, If purlins or, sheathing are not specified on the flat top of the base 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'xl,375' nails Into cap bottom chord and (4) In base truss top chord, Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset 8'XS'x7/16' (min) APA rated sheathing gussets (each face). Attach @ 8' o.c, with (8)-6d common (0,113'x2') nulls 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 N2, full chord depth scabs (each face), Attach @ 8' o.c. with (6) 10d box nalts (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 piggyback plate to each face @ 8' o,c, Attach teeth to pigg back at time of Imbrication, Attach to suppor ling truss with (4) 0.120'x1.375' nails per face per pty. Pckfaiggyback plates may be staggered 4' o,c, front to haces. truss, purlins must be Installed at 24' o.c. max. and use Detail A. wAI*aNM- REAR NO MUMV Au dares u1 THIS BMWMG wwll(I'MANTww FUNSH THIS BRAYING M ALL CWBW TPACTORS MMLMTHE INSTALLERS brucin Refer to Al, ���,�i REF REF PIGGYBACK DATE 10/01/14 Trusses require extreme care In fabricating, handling, shipping, Instnftil and and falls. the latest edition of BCSI (Building Camponent Safety Infornntian, by TPI and S ) for safety \`��` t� l•� n N' \V %�U_ iroutes prior to performing thes. functions. Installers chott provld. temporary brndng per SCSI, bd n' Unlessve noted otherwise, top hord shall haproperly attached structural wreathing and utton ,ord shall have a properly attached rlgltl teeing. I.ocatWre Shawn for pernnnenl intone, restraint of ebs ,V DRWG PB160101014 !7 �� d III ac unless le.Apply platys to .ach Into shall hnvo and sand on B3, B7 or Details, of truss and ppooskbn as Shawn mho a and on the Joint Deta¢s, Y111e6a noted otherwise. rst Installed s per above Refer to drawNgs 16CA-Z for standard plate positions. d - {II AN fl'WOWPANY Alpine a division of ITV BuaCin Conponents Gro Inc shall not be responsible for anyy deviation from this doing, any fall— to build the truss In con�ornance Nth ANSIAPI t, or far hnndon®, shlPP ng, A -x, Ar� or Installation & bracing of trusses. A seal on tlds drawing W` cover page 8s*Q this drawing, lnmcates acceptance of professional ergeneerkng nspora1b0.1ty solely for the design sham The Ntab4lty aW use of this dnNng S /°c s46g 4/ 13389 Lakefront Ddi a for any structure is Me respormfbtlty of N,e Building ➢aslgner per ANSI/fP! l Sete, For Infornatbn this notes and these web sites, 4W AAf,. "��\\``4 Earth City, MO 63045 are see Job's goner.! page ALPB(fl n tplmitw.coml TPI- w.w,tphatorgl SBCN .w..sbclnductry.orgl IM n.lccs.F.aril e/PIA\ SPACING 24.0' ' rrununnul CLR Reinf orcing Member Substitution This detall Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired. Notes+ This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x400 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x600 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. 00 Center scab on wide face of web. Apply (1) scab to each face of web, T-Reinforcement Or T-Reinf. L-Reinforcementl or L-Reinf. Apply to either side of web narrow face. Attach with lOd (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 Reinforcementl Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3,0',min) nails at 6' o,c. Reinforcing member Is a minimum 80% of web member length. Scab Reinf. e"'"' "iEA° 90 FULLDV ALL IOTES of Tf°S LUVD1° .�' � ,f TC LL PSF REF CLR Subst, .-DIP TANTae flR NM TMS DRAVIND M ALL CWTRACTIMS INCLUDW THE INSTALLERS �� ``eL )Ylq t1 �i� Trusses requw extreme care m Pabrkating, haWBng, shipping. InstalOng and brad,e. Refer to and �T / '. TC DL PSF DATE 10/Ol/14 folio. the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety e` A� ri'rrises M top -1-Ing these functions. Installers shall proved. temporary bracing per RCS! �`� C rYs �(� nle`ss dated otherrse, top chord shall have properly attached structural sheathing and bottom chard �C C DL PSF DRWG BRCLBSUB1014 v shop have a properly attached B m septa. L23, B7ns shown for permanent lateral t" to of sees r/r P1 �� shalt have and rsi Installed per above and on 'the J or D1a, as applk:ablo. Apply plates to each sacs $C LL PSF Q 11 I I_l to of truss aryl poaltion as shorn above ontl on the Joint Details' unless noted therelse, Refer to drawings 160A-Z far standard plate positions. fin." a mrtstan of ITV DWldng compom.ntw Group Tmc shoo mat be response(. for nnyy deWatbn from a QT, LD,PSF AN fIWCOMPANY OF:Qan this dra.eg ar cayem page lisWg rise draeeg tracates accepta„ce aP proPessiorml "� Q DUR, FAC, �g rssponsi�&tty solely for the design sMsn. The sWtabiUty and ute of this drowNg �, fyr tV ID �* 4 � .a`. 133891.akefront Drive far any stnctwe Is the responsb9ltY of the Bu0.deg Be9pxr per ANSI/IPf 1 Sec2 Ef Earth City. MO 13045 Farr more Information sae this job's general notes page and these web sites, A 6f (1 1 �y�� SPACING _ ALPINE, wwx.1ptneite.comb TPI- www.tpinst.orgi SBCN wre.sbclndustry—ai ICO w-Jccsofe—fs.. (7"�/fin i . , 1.1'a Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be Increased for Duration of Load 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 sppecies as damaged member. Apply one scab per face. Minlmum side member length(s) = (2XL) + (B) Scab member length (S) must be within the broken panel. Nail Into 2x4 members using two (2) rows at 4' o,c„ rows staggered. Nall 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 detall is limited to Visual grade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in loads, S L L me 4' o,C Typical ~ I 4 o—++ o ++ o ++ o ++ —12' 11- I Stagger = Back Face 10d Box (0,128' x 3', min) Nallst = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staggered Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web ❑nty 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 0 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 1 2470# 2530# 2930# 1 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# 1 5280# 6095# 6660# S — Mtnlnum B L Distance V Nail Spacing Detail e, —VARM W- READ AND FULLUV ALL NOTES W THIS HRAVINO �o J" .. ✓,•� ..DMTANTtu FURNISH TTUS DRAVING TO ALL CONTRACTORS IIaCLUDDIG THE INSTALLERS.rEAt Trusses requW .%trenw a in fabrKnting, handling shipping, Installing and bracYlp Refer to and `: fall.. the Intent edtlAn of BC= CBu0.dng CorKwnent Scf.ty Infornatlon, by TPI and $BCA) far safety \y prnctkvs prior to perfnrning these ftmctlons. Installers shot[ provide temporary b-cIrg per HCSL No, less noted otherwAse, top chord shall hove properly attached structural sheathing and batten dhor s shall have o properly nttnched rigid cealne. Loca<lons shorn for permanent lateral restraint of eb% .,A. snail have brndng Instnttatl pvr HCSI cvctWns H3, B7 or Hto, as opWicable. Apply plates to each face HC IILII[ �IIU{r[J--'�1 of truss ntl ppoosition as shorn above and on the Jdnt Deto0.s, unless noted other. Refer to drawings 16HA-Z far standard plate posltiorn.. ATE OF Alptrhe, a dvision of ITV Building Components Group Inc shall not be respanslbte for any deviation from AN ti�N ODMPANY this drawing any faftwe to bAd the truss In conformance with ANSVTPI L or far handling, shipping, ! Ylstnilatbn � bracing of A sea an this drawing or cover page Ustbo this dr Ing, trulmies acceptance oP professional 1�' engbheerMhe respahsD�tlty saNy far we design sha.n The s,AtobsltY and use of tins drawng i far nnY atneture Ls the resphsmWty of Bud the ding Deslgner per ANS1,171 I Sect Earth 13389 C1ty, MO 6304akt 5 mALPINEFar TPb vi—tpb11 Job'. btorgi SBCA! rn.sbC1,hdustryarg1 ICCtnd th— esbrlc�csafvorg !'!!!I �Ff ' "` l 1 11%, L L SPACING 24.0' MA REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. STANDARD BOTTOM CHORD FALSE FRAME DETAILS SPACING AND IOPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS NOTED ON THIS SHEET 4� 01 OC MAX _� LENGTH TOTRIM ILLER f EXISTING FILLER 1 - 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 OPTI❑N. - 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 f USE THIS DETAIL FORI CTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOP RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF 10PSF 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'-V), iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTEI FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITH❑UT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITI❑NS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATI❑NS AFTER MODIFICATION. 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 BLO - MAY USE A 12' LONG 7/16' PLYWOOD (❑R ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2,5') 2 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH <4) 11 GAUGE (0.120') x1.375' NAILS INT❑ 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 18' LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH <6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT CONE FACE ONLY). ..VARNINfda READ AND f01.1111V ALL NOTES ON TM DRAVM —DtPWANTas fT M91 THIS DRAVDAI TO ALL CONTRACTORS D1CMIW THE INSTALLERS Trusses e q l e extreme core In fobrlcnting, handing, shWblii, instntt and hrnchp. Refer to and failor the latest edltlon of 11 CBu&ding Coi ponent Safety Tnfornntion, M Tft oM SBCI for safety pprraactices prior tog — these f-ctlone. Installers shall Provide temporary bm= per DCSL UNass noted otlterrise, top chard slnll hnve property nitnched structural shen rag and button dwi y shod have o properly attached Hold ceiling, L-atbrc shorn for permanent lateral restraint of webs A oshttft hnve nd=l lon &sed per BCSI sand on 83, B7 or Dat g. applicable. noted oty plates to eneh Faee I LJ i of trust and dpQ Ion ns CNorn above and on the Jo Mt Bla, . upplIC te,A ather'rlee. ILIe� Refer to drnrings 16OA-Z for standard plate positions. Alpine, n dvlsbn of RV Bu0.,Lrp Compments Croup Inc. shall not be responsiNe for any dev�tlon fe nriRWCOMRANY the d-.I g, any fart—. to bJld the truss in confornance rith ANSI/TPI I, or for h—dgng, shipping, Installation L braving of trusses, A seal on thls drawke or cover Pa llsthg this drawNp, Ind(cates acceptance of profe55iorwl iq spansk�Uty solely for. the design shorn Ttr spit bMy r use of tNs dusFq 133s8 LakeGonl Drive forte W rtruct—e Is tlfe r gxw&Ntty of the Bu0.�ne �tlg Par ANSI/fPI 1 Seca Earth City, ro 63045 for none Warmatlon see this Job's general notes page and these web sites, ly ALPINE, r—dialnelft—, TPI, rrr.tnlnsGnre, SHCAi rrr.ebelndustrvara� IC] mIcesafeara REF BC FILLER DATE 10/01/14 DRWG REPBCFIL1014 i SCAB 2X-4 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 f t 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, NOTE: #2 is the minimum lumber grade allowed for all species. NOTE; Add 210# uplift (max,) to reported truss uplift for wall connections. ■.D60UAtTIo WFUMSH T1W n°RAVM M M.L �rt�CT011S DiCW G 11C VW&LM& a�iT'—cB� . //i+ TOTAL TOP CHORD REF 2X4 SCAB ❑,H, Trusses require .vt-.e care N fabAc ttrg, h.ndit. shipping, InstalUn9 end bracing. Refer to and \CjGIYSL. LOAD NOT TO DATE 10/01/14 iotlor tin1 latest etlttbn aF BCSC ®eEldng Conponent Safety Iniarnntbn, by TPt and SBCA) for safety "`aJJJ�"' `C� = EXCEED 40 PSF practices I�'tar' to perfar fng th¢se functions. Instaitars shalt provide tenporary b" par BCSt hales: „ate" olherrise, top herd shall hove properly nttnrhed structural zhenthbg n„a bnttnn chord _ No r (DEAD PLUS LIVE) DRWG ❑HSCB2X41014 shalt have a properly attached r4gid ceWrw. Locations shorn for pernonent lateral restraint of web. shall have tradng Installed per BCSI zecd on the 87 or Det s, apollc no Apply plate. to each face I�L�J 1 of truss and ppoosltinn att :hoer above and on the 7 or 310, s, units: noted otherwise. Refer to drorhgs 169A-2 far standard plate p sitbns. a<i i.E Or- a Alpine, dvision of ITV Butdn Conponents Group Inc shall not tK r¢sponslble for any deviation fron Q ,Al`� 11Vi1COMPA%iY this tlraWg, arty FaRnse to bind the truss in confornonce with ARSI/TP1 1, or far harrlgrg, sNpp4g, butallollon L bracing of trusses yy A sod on this dra0V or cover page tmft this drnrbeg, b-Hates acceptance of pro =tonal�4 �� ¢ V�erYng re solely far the design sham The :u Wty and use of tints drnettg - K*. \\.° DUR, FAC, 1,15/1.25 13389 LaAetront Drive For anY- strucMvetho rerpons60.kY of the BuRdng gerJBnar per iJ1SVTPI I Sect. I(�R'Q \�,�\ Earth City. MO 63045 ALMS •wr.ntpineltw.con TPl ewre.tpe thisM:torgieSBCA�vvr.sbc :tryarg,and ¢ICGse rnveb Jccasaf.arg �F'eEi/ NA., `�\� SPACING 24' r I T12 (2) 16d TOE NAILS 1VARIES OPTIONAL SCISSORS BOTTOM CORD (2) 16d TOE NAILS 8-0-0 MAX. SPAN 1 ' TYPICAL END JACK (EJ) i N.T.S. i 12 (4) 16d NAILS VARIES See Connection Detail I \ � ORItONAI WEB CONFlGURA710N 3X4 (4) 16d NAILS See Connection Detail 111-3-12 MAX. SPAN TYPICAL CORNER JACK (CJ) • N.T.S. TYPICAL CORNED SET INSTALLATION TYPICAL L ADING (P.S.F.) TILE: SHINGLES: TOP LIVE LOAM) 20 20 70P DFJAO LOAD; 15 7 BOTTOM DEAD LOAD: 10 10 TOTAL: 1 45 37 STRESS ZINC. 1.25 1.25 WIND DESIGN. MAX 160 MPH PER ASCE 7-10 MAY1 24" O.C. **WARNING** Read & Fallow all notes on this drawing. Furnish this drawing to all Pontractors including the installers. Jack m w m a CONNECTION DETAIL (2) 16d GUN NAILS g FOR EACH LOCATION SHOWN TOP & BOTTOM 2x4 SYP Nailer 16" Long Gac�L 6'-0" MAX. Top & Bottom use 16d ,pG Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. 12 VARIES OPTIONAL WEB (4) - 16d NAILS See Connection Detail 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. 9 ,��y`itiB9BgFPg�B E IV NO STATE OF .`441� s f s CORIV..���ew MANUEL MARTINEZ, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182