Loading...
HomeMy WebLinkAboutTRUSSSCANNED J U RANEY COMPONENTS 71e 19900 Independence Blvd. Groveland, FI 34736 ompOtlentS, ttt one: (352)429-9429 • (352)429-0304 ' Fax: (352)429-7429 Job Information. Address: rstomerName: Creekside Lot 28 R Horton 8617 Cobblestone Dr ?scription: city, State, Z/p; =AB Aria "D" LL OL Fort Pierce, FL Cover Sheet Order # JOB # 36CS00028 Printed: Fri, May 11 2018 FOR Name and License Number: li o/Loads: C Live: Tic Dead: BC Live: BC Dead: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 Code: W1nd Sld: Wind Speed., Bldg. Useage: Building Type: Wind Type: Jidg. BC 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M P "ges or sheets covered by this seal from: 1 thru 35 Total 35 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 AIA 3 A2 4 A3 5 A4 6 A5 7 A6 8 A6D 9 A7 10 A71) 11 ABD 12 A81- 13 D1 14 D1GB 15 E1GE 16 L01 17 L02 18 V1 19 V2 20 MV1 21 MV2 22 EJ7D 23 EJ7 24 EJ7A 25 WED 26 BJ5 27 BJ58 28 BJ3D 29 BJ3 30 EJ31- 31 BJ1 32 BJ1L 33 CJ7 34 0J7A 35 CJ3L Digitally signed by Manuel Martinez Manuel DN:c=US,o=ldenTrus, ACES Business Representative, ou=M AND �E ASSOCIATES P.A., cn=Manuel M a r 42:1 i 0.100.1.1=A01096 7 90000A517 ,,nst3t.t2£lJ.. ]xty�y9•it -04'00' No 047182 IV, "STATE Page 1of1 71'00000100000 06e5cd1Ca991cM36 r Job Number: 36CS00028 Ply: 1 SEQN: 668182 / T8 / COMN 4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty: 7 FROM: AH DRW. Truss Label: Al I _ �'Wgt 224.0 Ibs .. / ... 05/11/2018 6'4"9 17'10"B 14'4"8 + 19'1 + 24'3"8 30'9"7 143.7 38'8" 6'4"9 r 1'6""t 6'5'15 4'11"8 4'11"8 6'5"15 1'6" 6'4"9 Fmsxs 116(4 ;a4X6 =3X4 a3X8 =3X4 4X6 III XM I I V N O B(A2) SEAT PLATE REQ. SEAT PLATE REQ. 38'8" P' l 62"13 5'9"3 2'1"+ 6, 5'3" 21 5'9"3 6'2"13 + + + + T +1� 6'2"13 12, 14'1" 19'4" 24'7" 26'8" 32'53 38'8" 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 too Udefl U# Loc R / U / Rw / Rh / RL / W B' 1606 / 692 / 936 / - 1433 / 8.0 TCDL: 7.00 Speed: 160 mph Pf, NA Ce: NA VERT(LL): 0.176 N 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.454 N 999 180 J 1606 / 692 / 936 / - /- 18.6 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0:074 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.132 L - - B Min Brg Width Req = 1.9 Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 J Min Big Width Req = 1.9 Soffit: 2.00 TCDL: 4.2 psf BCDL:5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.645 Bearings B & J are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.5B4 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.573 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1089 ' -1841 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4'T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Member design based on both MWFRS and C&C. in 7f 00 OO 0100 00 614b 6Q 5c of ea 9g le 1[0 36 B - C 1449 -2955 G - H 1211 -2320 C - D 1183 -2359 H - 1 1184 -2359 D - E 1210 -2320 I - J 1449 ; -2956 E- F 1089 -1841 J- K 27 0 i Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. ;Comp. B - R 2583 -1155 O - N I' 2009 - 786 R - Q 2580 -1155 N - M 256,1 -1159 Q- P 2580 -1155 M- L 2581. -1159 P - O 2008 - 763 L - J 2584 -1159 I' Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R - C 278 - 5 O - G 486 - 756 C - P 419 - 604 G - N 460 -164 P - E 460 -164 N - I 419 - 604 E - O 486 - 755 I - L 278' - 6 F - O 1372 - 763 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propey attacheA rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t 10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. i2efer to drawings 16DA-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of 11uSses.A seal on this drawing or cover page, listing this drawingg indicates acceptance of professions engmeertng 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. m...a info fin snn this inhle novaral Dates nano and those w h sites• At PIMP• unmv alnineihv mm, TPI, w tninst nm• SRCA, aemvshdndustiv_c - IM w it fe.nm f Job Number: 36CS00028 Ply: 1 SEQN: 6681841 T19 / COMN 4E IAIB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 2 FROM: AH DRW: Tnf l s Label: A1A Wgt 260.4 Ibs .. / ... 05111/2018 Des I NCB Soffit Load Spac Luml Top( Bot c (a) G meml web attacl @ 6" Wind 19'4" 64"9 T10" 14'4°8 iT10"4 121'1" 26'38 30'10° 38'8" 6'4"9 1'5 6'6"8 3'5"12 1'9"1 5'1°12 4'6"8 1'S" 6'4"B Gm5xr ®2X4 64X6 -5x10 m2X4 m2X4 ®BX16 M&4 SEAT PLATE REQ. SEAT PLATE REQ. 388° F1' 6'2°13 5'9°3 22°12 3'9°4 3' 5'8° 5'9°4 6'2'12 1� 6'2"13 12' 14'2"1 1B' 21' 26'8" 32'S"4 38'8° Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) 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 B 1523 / 691 1935 / - / 433 / 8.0 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.185 H 999 240 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.508 H 999 180 L 1523 1691 / 935 /- /- 18.0 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.092 N - - Wind reactions based on MWFRS 37.00 EXP: C HORZ("fL): 0.172 N - - B Min Big Width Req = 1.8 Code / Misc Criteria 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 L Min Brg Width Req = 1.8 2.n: TCDL: 4.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.596 Bearings B & L are a rigid surface. ation: 1.25 5.0 psf MWFBCDRS MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.596 Bearings B & L require a seat plate. 24 0 " C&C Dist a: 3 87 ft Rep Factors Used: Yes Max Web CSI: 0.821 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 2x4 SP #1 2x4 SP #1 SP #3 iuous lateral restraint equally spaced on Or 1x4 7" reinforcement. 80% length of ibex. Same species & SRB grade or better, with 8d Box or Gun (0.113"x2.5",min.)nails design based on both MWFRS and C&C. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 1435 - 2347 B - C 1445 - 2779 H - I 1328 - 2398 C - D 1177 -2167 1- J 1269 -2251 D - E 1205 - 2130 J - K 1251 - 2288 E - F 1348 - 2343 K - L 1428 - 2747 F- G 1362 - 2250 L- M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - V 2427 -1151 R - P 1844 - 645 V-U 2424 -1151 Q-O 16 -6 U - T 2424 -1151 O - N 2389 -1136 T- S 11 - 5 N- L 2392 -1135 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ V - C 282 -6 G - P 1002 -663 C-T 419 -618 P-Q B5 -1 T - E 295 - 729 P - H 255 -170 T-R 2156 -888 P-1 318 -211 E - R 282 -13 P - O 2130 - 932 F - R 110 -13 1-0 204 -456 R - S 22 -1 O - K 322 - 463 R - G 924 - 594 K - N 229 - 9 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses eqquire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Comport n[ Safety Information, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (Refer to drawing 'I160A-Z for standard plate positions. Alpine, al division of ITW BuildinccLLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIlfPI 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 l of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. �t ., Job Numbr: 4EAB Aria" D 36 L OL DR Horton 14EAB Aria "D" LL OL I WQt 224.0 Ibs ISFROM:AH 180 / T7 /SPEC I DRW:/ 05/1112g1 B I Truss Label: A2 r' 6'4"9 + 1'6" 6 5415 + 4'"8 'E' 5 3-8 r 6 59 5 F T6"� 6'4 9 F 1634 ®4X6 -3X4 a3X8 a3X4 4X6 m2X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'6" I� 6''2 +3 I'2r 196" 2'13 1'' 63247" 82.13 12' 43 2 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: 3.87 It Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 'T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0. 1 13"x2.5",min.)nails @ 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W PF NA Ce: NA VERT(LL): 0.176 N 999 240 B 1606 / 684 / 934 1- / 427 / 8.0 Lu: NA Cs: NA VERT(TL): 0.454 N 999 180 J 1606 / 684 / 934 /- /- 18.6 Snow Duration: NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS HORZ(TL): 0.132 L B Min Brg Width Req = 1.9 Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 1.9 Bldg Code:.FBC 2017 RES Max TC CSI: 0.645 Bearings B & J are a rigid surface. TPI Std: 2014 Max BC CSI: 0.564 Bearings B & J require a seat plate. I Rep Factors Used: Yes Max Web CSI: 0.577 FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ips) Chords Tens.Comp. Chords Tenyy. lComp. Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1066 -1841 B - C 1429 - 2955 G - H 1191 J - 2320 C - D 1163 -2359 H - 1 1164 -2359 D - E 1190 - 2320 1- J 1430' - 2956 E-F 1068 -1841 J-K 271 0 SERIAL # , 7f 00 00 0100 00 01 4b 6e Sc d1 ca 9910 f0 36 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords TenS.I Comp. B - R 2583 -1137 O - N 2 - 772 R - Q 2580 -1137 N - M 2581 -1144 Q - P 2580 -1137 M - L 2581 -1144 P - O 2008 - 744 L - J 2584 -1144 Maximum Web Forces I Per Ply (Ibs) Webs Tens.Comp. Webs Teds. Comp. R - C 278 -5 O - G 492 -755 C - P 419 - 604 G - N 480 -164 P - E 460 -164 N - 1 420 -604 E - O 492 - 754 I - L 278 -6 O - F 1370 - 768 inqq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 31rfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page is acceptance of professlona engineering responsibility solely for the design shown. The suitability fr any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 'Numb 4EAB Aria' D 36 L OL DR Horton /4EAB Aria "D" LL OL I City: 2 Wgt 236.6 Ibs I FROM: AH 178 / T6 /HIPS I DRW_/ 05/11/2018 I Tru s Label: A3 1 a4X6 33 c r 6'T + 30'9 7'4"9 12'48 1778 2° 2473664 488i32'37F 38" c 05X6 a6X6 F G 02X4 ®3X4 ®3X6 ®3X8 a3X4 a3X6 m3X4 IM4 SEAT PLATE REQ. 38'8" Loading Criteria (pst) TCL 20.00 TC1 �: 7.00 BCL a: 0.00 BCD : 10.00 Des 11d: 37.00 NCBCLL: 10.00 Soffi 2.00 Loa �Duration:1.25 Soadina: 24.0 " SEAT PLATE REQ. 510°3 1'11" I r 4'6"4 ir_ 53'10"3 6328'813 1 248�22"'1133 1'2'1"3t1_2 21 T- 1�7' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.87 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #1 But c ord 2x4 SP #1 Web 2x4 SP #3 Brac ng (a) C' ntinuous lateral restraint equally spaced on mem er. Or 1x4 "T" reinforcement. 80% length of web ember. Same species & SRB grade or better, attacf'ed with 8d Box or Gun (0. 1 13"x2.5",min.)nails @ 6" b.. sed check for 20 psf additional bottom load in areas with 42"-high x 24"-wide design based on both MWFRS and C&C. Snow Criteria (Pg,Pt in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate'Type(s): WAVE Defi/CSI Criteria PP Deflection in loc L/defi L/# VERT(LL): 0.157 P 999 240 VERT(TL): 0.418 P 999 180 HORZ(LL): 0.067 M - - HORZ(TL): 0.123 M Creep Factor. 2.0 Max TC CSI: 0.372 Max BC CSI: 0.454 Max Web CSI: 0.690 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.16 o o 047182 tr STATE OF 4 SERIAL #€ 7f 00 00 0100 00 014b 6e 5o d7 ca 991n f0 36 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1562 / 695 1940 / - / 385 18.0 K 1566 1695 1940 / - / - 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 K Min Big Width Req = 1.8 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 G-H 1218 -1969 B - C 1499 - 2833 H - 1 1345 - 2347 C - D 1326 - 2377 1 - J 1326 - 2386 D - E 1344 - 2338 J -K 1500 - 2842 E-F 1213 -1951 K-L 27 0 F - G 1153 -1697 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 2468 -1194 P - O 2055 - 953 T - S 2466 -1194 O - N 2055 - 953 S - R 2047 - 924 N - M 2474 -1221 R - Q 2047 - 924 M - K 2476 -1221 Q - P 1702 - 702 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T-C 230 -6 G-P 619 -331 C - S 322 -465 P - H 416 - 584 S - E 389 -159 H - N 388 -160 E - Q 415 - 585 N - J 322 - 464 ' F - Q 596 - 343 J - M 230 - 8 Q - G 227 - 221 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, bV TPI ano'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or p10, AppTV plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. (2efer to Of ITW Buildinq Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the rice ANSIrrPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page ing indicates acceptance of professronaT engineering responsibility solely for the design shown. The suitability yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00028 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Truss Label: A4 Ply. 1 SEQN: 668176 / T5 / HIPS Qty: 2 FROM: AH DRW: Wgt:253.4lbs / .. r 6-4"9 1'6""„P 4 5 14 + 27"9 + 4-4"" + 4'4e" + 269"5 r 4'4"2 + 1'6", 6'4 9 �I 112X4 m5X6 102X4 !e X4 m3X613X4 m3X8 m3X463X693X4 11120 I 05/11/2018 I i I SEAT PLATE REQ. SEAT PLATE REQ. 38'8" �1+ 6213 + 5'10"2 + I'll "; 4'4„ 4'4" 1' 58"6 6'2"13 1 J 6.2"13 12'0"15 14' 1, 19W 23'8" 24' " 2,0„1 32'5"3 38'8" -1 H 2' 6'8"13 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL i W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.148 G 999 240 B 1523 / 697 / 938 ! - / 345 18.01 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.407 G 999 180 L 1523 / 697 1938 / - /- 18.6 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.063 N - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.118 N - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft p L Min Br Width Re 1.8 Code / Misc Criteria Creep Factor: 2.0 9 q = � TCDL: 4.2 psf BldgCode: FBC 2017 RES Max TC CSI: 0.381 Bearings B & L are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bearings B & L require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.439 Spacing: 24.0 " C&C Dist a: 3.87 It Rep Factors Used: Yes Max Web CSI: 0.470 1 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): Chords Tens.Comp. Chords Tens,. ,Comp. i Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1272 -1856 Lumber B - C 1525 -2751 H -1 1331 -2009 Top chord 2x4 SP #1 C - D 1358 -2288 I - J 1382; -2257 T Tot chord 2x4 SP #1 D - E 1377 - 2249 J - K 1364 - 2296 Webs 2x4 #3 E - F 1336 -2009 K - L 152,4 I -2749 F- G 1272 -1856 L- M 27 0 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tensl. I Comp. B - V 2395 -1227 R - Q 175,41 - 818 V - U 2393 -1227 Q - P 1974; - 985 U - T 1965 - 949 P - O 1974 - 985 T - S 1-9 O - N 2391 -1255 S - R 1754 754 - 78789 N - L 2393 -1255 Maximum Web Forces Per Ply (Ibs) #% Webs Tens.Comp. Webs Tens. Comp_ " a V-C, 235 -6 R-H 262 -170 o 047182 C - U 327 -475 H - Q 537, - 362 � e ''.Z U - E 355 -161 Q - I 397 - 522 E - S 404 - 529 1-0 352 -161 F - S 545 -372 O - K 321 -465 F- R 2-K- N 232 9 STATE OFJ . '* G - R 223 23 -257 257 s m 0�4*000 SER AL 7f 00 00 0100 00 014b 60 5b d'1 ca S91 o ro 36 **WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building ComponenC Safety Information by TPI ang�SBCA) toy safety practices prior 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 properly all chetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIrfPI 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 d►awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. T f Jos Number: 36CS00028 4 B Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Truss Label: A5 si 6'4"9 13' 6'4"9 6'77 I Ply: 1 I SEQN: 668174 / T4 / HIPS City: 2 FROM: AH DRW: Wgt 212.8 Ibs / ... 194" 258" 327 38'8" 6'4" - 6'4" 677 64"9 o5X8 1112X4 -5X8 D E F 6X4 2a iX4a3X6 mR8 !�3X6-3X4 1112X4 05/11/2018 SEAT PLATE REQ. 1' 6'2"13 6'9"3 f' 6'2"13 13, 38'8" 1' 5'4" 5'4" 1' 14 19'4" 24'8° 25' " SEAT PLATE REQ. 69"3 6'2"13 1' 32'5"3 38'8" Loa ing Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCL ± 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W TCD s 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.182 E 999 240 B 1616 1699 / 931 /- / 304 / 8.0 BCL !• 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.467 E 999 180 H 1616 / 699 1931 1- /- / 8.0 BCD ! 10.Op Risk Category: it Snow Duration: NA HORZ(LL): 0.074 J - - Wind reactions based on MWFRS Des 4d: 37.00 EXP: C HORZ(TL): 0.131 J - - B Min Brg Width Req = 1.9 NCB6LL: 10.00 Mean Height: 15.00 it Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 1.9 Soffit. 2.00 TCDL: 4.psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.443 Bearings B & H are a rigid surface. Load, Zuration: 125 MWFRS Parallel Dist: D to h!2 TPI Std: 2014 Max BC CSI: 0.576 Bearings B & H require a seat plate. Spaci'1g: 24.0 " C&C Dist a: 3.87 it Rep Factors Used: Yes Max Web CSI: 0.555 Loc. from endwall: not in 4.50 it 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. er Wind Duration: 1.60 ) WAVE VIEW Ver: 17-02.02.1208.15 A - B 27 0 E - F B - C 1572 -2952 F - G 1430 -2366 1372 -2452 Lum j C- D 1373 -2451 G- H 1572 -2953 Top c Bot c ord 2x4 SP 91 ord 2x4 SP #1 D - E 1430 -2366 H - I 27 0 Webs 2x4 SP #3 ' jg Maximum Bot Chord Forces Per Ply (Ibs) Load! Chords Tens.Comp. Chords Tens. Comp. Truss assed check for 20 psf additional bottom chord eve load in areas with 42"-high x 24"-wide B - P 2576 -1273 M - L 2118 - 961 clears ice. P - O 2573 -1273 L - K 2118 -961 I O - N 2118 -931 K - J 2574 -1303 Wind , N-M 2118 -931 J-H 2577 -1302 Memb r design based on both MWFRS and C&C. ' Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. * ! P - C 247 -4 M - F C O 379 505 K G 355 -215 378 505 �qV y4' "e - - - D - O 437 -171 F - K - 437 -171 ` % ip o 047182 D-M 356 -215 G-J E - M 272 -344 247 -6 0 STATE OF ilk 4 " Rl,*"a SERtAL * 7t00000100 00014b6eSod1 ca91cf036 *`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses Lquire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componpnf Safety Information, bV TPI an c� SBCA) toy sa�ety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI., Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y attachec�ripid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise- (2efer to drawings I160A-Z for standard plate positions. Alpine, a ,division of ITW Buildin —QComponents 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 tgis drawing, indicates acceptance of professions engineer!ng responsibility solely for the design shown. The suitability and us jj of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. For more in onnation see this ioVs general notes Dace and these web sites: ALPINE: www.aloineitw.mm: TPI: www.tninst.om: SBCA www_sbcindustrv_mm, ICC, www_imsafe om r Job Number: 36CS00028 Ply: 1 SEQN: 668170 / T3 / HIPS i 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 1 FROM: AH DRW. Truss Label: A6 Wgt: 212.8 Ibs / ... 05/11/2018 6'4 16'6"1 19'4" 22'0"1 27'8" 32'3"7 38'8" 6'4"9 4'77 5'6"1 2'9"15 2'8"1 5'7"15 4'77 6'49 =6X6 Ip2X4 m3X6 =3X4 =6X6 D E F G H M r0 6(A2) If: X4 =3X4 EaA6 =3X8 =3X4 a3X6 =3X4 1I X4 SEAT PLATE REQ. SEAT PLATE REQ. 36'8" I i 1' +4'9"3 +3+2+ "7I 3' 34I 6213 38825363 11' 4666 23 244 78" 1' I Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP 41 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.87 ft Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W 1 Pf: NA Ce: NA VERT(LL): 0.177 E 999 240 B 1523 1701 / 918 / - 1263 18.0 Lu: NA Cs: NA VERT(TL): 0.485 E 999 180 J 1523 / 701 / 918 / - / - / 8.0 Snow Duration: NA HORZ(LL): 0.066 L - - Wind reactions based on MWFRS HORZ(TL): 0.124 L - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.357 Bearings B & J are a rigid surface. TPI Std: 2014 Max BC CSI: 0.453 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.415 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1605 -2478 B - C 1593 -2734 G - H 1598 -2467 C - D 1470 - 2360 H - I 1470 - 2360 D - E 1605 -2478 1-1 1592 -2734 E- F 1605 -2478 J- K 27 0 I Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B - S 23T/ -1286 O - N 2057 -1068 S - R 2375 -1287 N - M 2057 -1068 R - Q 2057 -1038 M - L 2375 -1316 Q - P 2057 -1038 L - J 2377 -1316 P - O 2483 -1295 SERIAL * V Odd 00 0100 00 01 4b 6e 5c d1 ca $910 f0 S6 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens; Comp. S-C 202 -8 G-O 263 -311 C - R 301 - 386 O - H 589 - 366 D-R 364 -178 H-M 361 -176 D - P 598 - 374 M -1 300 - 385 E - P 259 - 307 I - L 203 -10 P-G 109 -107 *`WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building F Safety Information, bV TPI anr7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly iid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 1310, e. AvpTv plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. . Defer to a division of failure to build the g or cover page in. The suitability Des Top Bot (a) Ci meml web attacf @ 6" Wind umber: 36CS00028 Ply: 1 I SEQN: 668186 / T20 / SPEC Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 1 FROM: AH DRW: Label: A6D Wgt:217.0lbs .. / ... 05111/2018 6'4"8 7'10" 13'10" 16'8" 22'2" 27'8" 323"8 38'8" 8'4"8 1'6" 5'11"7 2'10" 5'6" 5'6" 4-7"8 6*4"8 =4X6 102X4 =3X6=4X10 6X4 =3X8 =3X6=3X4 012X4 SEAT PLATE REQ. 38'8" N X(A2)1 SEAT PLATE REQ. 1' 8'2"12 5'9"4 1110" 5'4"4 4'6" 1' 4'9"4 6'2"12 1' r + 6'2"12 12' + 13'10iL 2�11 12� 22'2" 26'8" 27' " 32'5"4 38'8" 16 21 Criteria (psf) Wind Criteria 20.00 Wind Std: ASCE 7-10 7.00 Speed: 160 mph 0.00 Enclosure: Closed 10.00 Risk Category: II EXP: C 37.00 Mean Height: 15.00 fit' 10.00 TCDL: 4.2 psf 2.00 BCDL: 5.0 psf ation: 1.25 MWFRS Parallel Dist: 0 to h/2 24.0 " C&C Dist a: 3.87 It Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 2x4 SP #1 2x4 SP #1 SP #3 wous lateral restraint equally spaced on Or 1x4 "T" reinforcement. 80%'length of fiber. Same species & SRB grade or better, With 6d Box or Gun (0.113"x2.5",min.)nails design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) DefI1CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in Loc Udefi L/# Pf: NA Ce: NA VERT(LL): 0.192 P 999 240 Lu: NA Cs: NA VERT(TL): 0.528 P 999 180 Snow Duration: NA HORZ(LL): 0.068 L - - HORZ(TL): 0.128 L - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.540 TPI Std: 2014 Max BC CSI: 0.557 Rep Factors Used: Yes Max Web CSI: 0.960 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 %.v Ks I .. '� ` 4A, No +712 as ' a ' STATE OF tit SERIAL* 7f 00 00 0100 00 014b 6a 5o d1 cat 991c ff) 36 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1523 / 695 / 921 / - / 321 18.0 J 1523 /698 /916 /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 J Min Brg Width Req = 1.8 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A- B 27 0 F- G 1645 - 2484 B - C 1635 - 2773 G - H 1645 - 2484 C - D 1381 - 2189 H - I 1494 - 2359 D - E 1406 - 2150 I - J 1617 - 2735 E-F 1440 -2101 J-K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2420 -1302 O - N 2055 -1089 S - R 2417 -1302 N - M 2055 -1089 R - Q 2417 -1302 M - L 2376 -1338 Q - P 2462 -1308 L - J 2378 -1338 P - O 2463 -1308 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S - C 273 -4 G - O 277 -335 C - Q 412 - 590 O - H 608 - 398 E - Q 1523 - 979 H - M 363 -178 Q - F 913 -1293 M - 1 302 - 388 F-P 109 -2 I-L 203 -10 F - O 115 -113 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! `*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byY TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryv BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly ,jid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, le. AppTv plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to of ivi i,ortor n acceptance any structure failure to build the g or cover page, . rn. The sui bllfty T 1! Job Number: 36CS00028 Ply: EQN I Truss Aria LabeIDA� OL DR Horton /4EA8 Aria "D" LL OL Wgt1201.6 Ibs I FROM: AH 168 ! T2 /HIPS I DRW:/ 05111/2018 I T a =4X6(. M3 6'4"8 } 9' F 15101 228"3 6'4"8 2'T'8 6'10"1 3'1"t5 3'8"3 —5X8 102X4 m3X6 m3X4 D E F G 29'8" J. 32'3"81 38'8" 6'1111"13 2'7"8 m 5X8 H t,4i B - S R Q P O N M L I` 1112X4 =3X4 =3X6 =3X10 =3X4 =3X6 =3X4 012X4 SEAT PLATE REQ. SEAT PLATE RE( 38'8" 1' 6'2"12 2'94 1 5' 1'10" 7'1"10 1'8"�{. 5' 2'9"4 6'2"12 1' r + 6'2"12 + 9' T' 14' r15'10 1 22'11°11 + 24'B" 29'8" { 32'5"4 388" 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# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.221 E 999 240 B 1523 1703 / 900 ! - / 222 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.607 E 999 180 J 1523 1703 1900 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS Des Ld:EXP: C HORZ L 0.131 L �) B Min B Width Re 1.6 q CL 10.00 NCBCLL: 00 Mean Height: 15.00 ft 9 Code / Misc Criteria CreepFactor. 2.0 J Min Big Width Req = 1.8 Soffit: 2.00 2. TCDL: 4.2 psf BCDL: 5.0 psf p Bldg Code: FBC 2017 RES Max TC CSI: 0.519 Bearings B & J are a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0:620 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 it Rep Factors Used: Yes Max Web CSI: 0.710 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords' Tens. 'Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1896 -3011 Lumber B - C ' 1616 -2723 G - H 1884 -2992 C - D 1577 -2495 H - 1 1577 � -2494 To chord 2x4 SP #1 p D - E 1696 -3011 I - J 1616 - 2723 Bot chord 2x4 SP #1 E - F 1896 -3011 J - K 27' 0 Webs 2x4 SP 93 1 Bracing Maximum Bot Chord Forces Per Ply (16s) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. Or 1x4 "T" reinforcement. 80% length of B - S 2365 -1303 0-N 2207 -1182 web member. Same species & SRB grade or better, S - R 2363 -1303 N - M 22Q7 -1182 attached with 8d Box or Gun (0. 1 13"x2.5",min.)nails @ 6" oc. R - Q 2206 -1152 M - L 2363 -1332 Q - P 2206 -1152 L - J 2,A4 -1332 Wind P-O 3017 -1633 Member design based on both MWFRS and C&C.� Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens.I Comp. S - C 140 -12 G - O 3�- 393 W o 041182, C - R 235 - 243 O - H D- R 340 H- M 949 - 566 335 -190 -188 g D - P 967 - 579 M - 1 233 - 242 a E-P 316 -389 I-L 142 -14 P-G 97 -93 i . sIM� STATE OF � � r SERIAL # . 7f 00 00 01MOO 014b 6e 66 d1 ca 9910 f0 36 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of in�L,Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the il/TPI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page_ !s acceptance of pro essiona engineering responsibility solely for the design shown. The suitability rr any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. neral notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbdndustry.com; ]CC: wwmiccsafe 1 Joq Number: 36CS00028 Ply: 1 SEQN: 668188 / T10 / SPEC 4EAB Aria "D" LL OL /DR Horton 14EA8 Aria "D" LL OL Qty: 1 FROM: AH DRW: Trus Label: A71) Wgt: 212.8 Ibs / ... 05/11/2018 Des NCBi Soffit Load Spac Luml Top( Bot c (a) Q meml web attact @ 6" Wind ae4X6 6'4"8 7'10" 13'10" 18'8" 242" 29T 32'3"8 38'8" 6-4"8 1.5" 6' 4'10" 5'6" 5'6" 2-7"8 8'4"8 E=5X6 12=6X10(SRS) 012X4 =-6X6 6 F G H �5X8D 63X4C 1�3X4 T (a) � -Iv Ate) B J Ez46(A2) K1 S R Q P O N M L 1112X4 =3X6 =4X10 1112X4 =3X10 m3X8 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" 1' { 6''2 �5{2I '68" 3' 2223'954 f 6382'82 2.12 124 T,3 01 18'9"12 61' { Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSi Criteria ♦ Maximum Reactions (Ibs) 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 B 1523 / 695 / 910 / - / 321 / 8.0 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.231 P 999 240 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.635 P 999 180 J 1523 1698 1904 / - / - 18.0 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS 37.00 EXP: C HORZ(TL): 0.136 L - - B Min Brg Width Req = 1.8 Code / Misc Criteria : 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 J Min Brg Width Req = 1.8 2.00 TCDL: 4.2 psf BCDL: 5.0 sf p Bldg Code: FBC 2017 RES Max TC CSI: 0.551 Bearings B & J are a rigid surface. g g at!on: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.630 Bearings B & J require a seat plate. 24.0 " C&C Dist a: 3.87 It Rep Factors Used: Yes Max Web CSI: 0.861 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): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1891 -2900 Wind Duration: 1.60 WAVE 2x4 SP #1 2x4 SP #1 SP #3 nuous lateral restraint equally spaced on Or 1x4 "T" reinforcement. 80% length of fiber. Same species & SRB grade or better, with 8d Box or Gun (0.113"x2.5",min.)nails design based on both MWFRS and C&C. "' --fit %04 B - C 1650 - 2772 G - H 1891 - 2900 C - D 1397 - 2190 H - I 1607 - 2487 D - E 1423 - 2153 I - J 1649 - 2725 E-F 1451 -2141 J -K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B - S 2419 -1302 O - N 2190 -12D1 S-R 2416 -1302 N-M 2190 -1201 R - Q 2416 -1302 M - L 2366 -1363 Q - P 3064 -1720 L - J 2368 -1363 P - O 3067 -1720 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S-C 272 -4. G-O 270 -331 C - Q 409 - 588 O - H 921 - 587 E - Q 1498 - 932 H - M 314 - 202 Q - F . 1125 -1633 M - 1 251 -274 F-P 172 -2 I-L 158 -14 F-O 166 -217 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses,r,eguire extreme care in fabricating, handfin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componensl Safety Information, by TPI and'SBCA) fo'r safety practices poor to performing these functions. Installers shall provide temporary bracing der BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, as appli able. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. {2efer to drawing I160A-Z for standard plate positions. Alpine, all division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in Conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and us , I of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Far more information see this'ob's general_notes page and these web sties: ALPINE: www.alpineaw.com: TPI: www.tpinstom: SBCA: www.sbcindustrv.com: ICC: www.Iccsafe.oro Job Number: 36CS00028 Ply: SEQN: Try B Labe1D A D OL DR Horton 14EAB Aria "D" LL OL I w9t 1200.2 Ibs I FROM: AH 164 / T27 / SPEC I DRW; 05l1112016 7'10" 13'10" 20'8" 26'0"4 31'8" T10" 6' 8'10" 5'4"4 5712 D t15X6(R) 12 8 05X6 C Ea5X6 F ;G8 n (a) =3X6(A1) B A P O N M -4X4K L J 102X4 m3X6 =3X8 m3X6(• ) SEAT PLATE REQ. 20'8" .68" 38'8" 7' SEAT PLATE 12'4" 7'8"12 4'3"4 1'10" 7'1"8 54' 4'9"8 11, 2 1� 7'8"12 12' 13'10 20'11"8 28'3"12 2 ' "12 31'8"4 38'8" Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.87 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 91 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. Special Loads ---(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at , -1.00 to 56 plf at 27.60 TC: From 28 plf at 27.60 to 2B plf at 31.67 TC: From 56 plf at 31.67 to 56 plf at 39.67 BC: From 4 pif at -1.00 to 4 pif at 0.00 BC: From 20 plf at 0.00 to 20 plf at 26.67 BC: From 10 plf at 26.67 to 10 plf at 31.64 BC: From 20 plf at 31.64 to 20 pif at 38.67 BC: From 4 plf at 38.67 to 4 plf at 39.67 TC: 174 Ib Conc. Load at 27.60 TC: 160 Ib Conc. Load at 29.60 TC: 191 lb Conc. Load at 31.64 BC: 128 lb Conc. Load at 27.60 BC: 124 Ib Conc. Load at 29.60 BC: 477 Ib Conc. Load at 31.64 Plating Notes All plates are 3X4 except as noted. (`•) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): 0.027 P 999 240 Lu: NA Cs: NA VERT(TL): 0.077 P 999 180 Snow Duration: NA HORZ(LL): 0.015 J - - HORZ(TL): 0.028 J - - Code I Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES 'Max TC CSI: 0.704 TPI Std: 2014 Max BC CSI: 0.520 Rep Factors Used: Yes Max Web CSI: 0.573 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 Wind Wind loads and reactions based on MWFRS 44 or No 8'a 4STATE Off SERIAL 7f 00 00,0100'00 014b 6e 66 d1 6a 991r f0 36 ♦ Maximum Reactions (Ibs), or'=PLF Loc R / U / Rw / Rh I RL IV B 798 /392 /- /- 1- /8.0 1 M' 448 1212 / - I- I- 168,'() H 808 / 398 /- / - 1- / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 M Min Brg Width Req = - H Min Brg Width Req = 1.5 Bearings B, M, & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. ,Comp. A-B 27 -20 E-F 301 -138 B-C 557 -1122 F-G 280! -100 C - D 297 - 576 G - H 555 : -1145 D- E 301 - 579 H- I 7 I -20 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- P 929 -434 M- L 66 1 - 255 P - O 926 -436 L - K 972' -435 O - N 926 -436 K - J 97,2. -435 N - M 95 -229 J - H 943, -429 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P-C 290 0 M-F 84 -140 C- N 271 -576 F- L A -608 D- N 244 0 L- G 641 -1439 N - E 759 - 343 J - G 724 -159 E - M 513 -878 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vqire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, le. AoDW plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to a division of fis g drawin ,any failure to build the on this dfawing or cover page Le design shown. The suitability any ember: 36CS00028 Ply: 2 SEQN: 668166 / T31 / HIPS Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL Qty: 1 FROM: GM DRW. Label: A8L Wgt:270.21bs .. / ... 05/11/2018 37'12 7' 11'4"4 15'5" 19'4" r 23'3' 27'3"12 31'8" �_ 35'0"4 38'8" 37"12 + 3'4"4 + 4'4"4 + 4'0"12 3'11" T 3'11" 1 4'0"112 T 4'4' 4 r 3'4"4 T '1 m3X4 m4X4 =7X8 =3X8 m4X4 m3X4 J SEAT PLATE REQ. SEAT PLATE REQ. J 38'8" 1' 7' 4'0"12 4'0"12 4'2"8 3'11" 4'4"4 4'D"12 7' 1' r + 7' + 11'0"12 + 15'1"8 + 19'4" 23'3° } 277"4 31'8" r 38'8" Loa ing Criteria (psg Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCL : 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 TCD �: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.247 G 999 240 B 3058 / 1391 / - ! - / - / 8.0 BCL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.686 G 986 180 L 3059 / 1392 / - / - / - / 8.0 BCD�ld. : 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.050 D - - Wind reactions based on MWFRS Des 37.00 EXP: CHORZ L 0.095 D - - Cr) B Min B Width Re 1.5 q = NCBLL: 0.00 Mean Height: 15.00 It Code / Misc Criteria Cree Factor: 2.0 P L Min Brg Width Req = 1.5 Soffi � .1 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.227 Bearings B & L are a rigid surface. Load Duration: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist: 0 to h!2 TPI Std: 2014 Max BC CSI: 0.276 Bearings B & L require a seat plate. Spac g: 24.0 " C&C Dist a: 3.87 It Rep Factors Used: No Max Web CSI' 0.273 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA 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 13 -10 G - H 2O45 -4568 B - C 1413 -3094 H - I 1949 -4356 Lum I'er C - D 1366 -3050 I - J 1684 -3758 To P Bot chord chord 2x4 SP #1 :TC2 , 2x6 SP M-26 2x6 SP #1: D - E 1683 - 3757 J - K 1366 - 3051 WebJ2x4 SP #3 :W3 2x4 SP #1: E-F 1949-4355 K-L 1414 -3-10 I I F- G 2045 - 4568 L- M 13 10 Nail S6hedule:0.128"x3", min. nails Top hord: 1 Row @12.00" o.c. Bot C ord: 1 Row @12.00" o.c. We l : 1 Row @ 4" o.c. Use a ual spacing between rows and stagger nails in eac row to avoid splitting. #1 hip supports 7-0-0 jacks with no webs. Wind Wind I ads and reactions based on MWFRS. u � Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B - T 2742 -1246 Q - P 4390 -1971 T - S 2729 -1216 P - O 3822 -1719 S - R 3822 -1719 O - N 2730 -1217 R - Q 4389 -1971 N - L 2743 -1247 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-T 34 -15 Q-H 236 -98 D - T 300 - 67 H - P 253 - 395 D - S 1343 -609 P -1 717 -309 S - E 428 - 764 1-0 428 - 764 E - R 718 - 309 O - J 1343 - 609 R - F 254 - 395 J - N 300 - 68 F - Q 236 - 98 N - K 34 -15 G-Q 179 -223 SERIAL * 7t 00 00 0100 00.014b 6e 5o d1 ca S91c 110 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 Compo en[ Safety Information, by TPI anr7'SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a properly attached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq tnsfalled per BCSI sections B3, 67 or 61D, as appli' ble. Apply plates to each face of truss and position as shown above and on the Join Details, uless noted otherwise. (2efer to drawing 160A-Z for standard plate positions. Alpine,,division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in nformance with ANSI fPl 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing t is drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and usP of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this ioUs aeneral notes Dane and these web sites: ALPINE: www.alDineilw.00m: TPI: www.tninst.ora: SBCA: www.sbdndustrv.com: [CC: www.iccsafe.om Job Number: 36CS00028 Ply: 1 SEQN: 668191 / T161 COMN 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL City: 3 FROM: AH DRW: Truss Label: D1 Wgt: 137.2 Ibs / ... 05/1112018 6'4`7 T109 13'10' 21'3"9 26'4° 6'41 1'6"2+ &1V7 )' T5°9 + 5'0'7 E m4X6(R) I 12 6 F,;- g3X4p � 03X4 C €o F03X4 1O n (a) G ®3X4(R) ®3X4(At)B A 4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 21' 5'4" i 1' 6'2°11 5'9"5 1'10" T9"1 4'8"15 s'z°11 12' �' 13'10- 217"1 �' 2s'4° Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Def 1CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 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 / WI TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.047 L 999 240 B 933 1429 / 578 / - / 274 18.101 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.129 L 999 180 M 640 1273 / 388 10 / 0 / 8.0 Risk Category: II BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.016 H - - N 480 / 227 / 245 / - / - EXP: C Des Ld: 37.00 Mean Height: 15.00 ft HORZ(TL): 0.031 H - - Wind reactions based on MWFRS NCBCLL: 10.DD g Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 i TCDL: 4.2 psf M Min Br Width Re 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.481 g q = N Min Brg Width Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.455 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.346 Bearings B, M, & N are i rigid surface. P 9: Bearings B, M, & N require a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp_ Lumber Top chord 2x4 SP #1 A- B 27 0 D - E 563; -853 Bop chord 2x4 SP #1 B - C 790 -1512 E - F 57.2 - 893 Webs 2x4SP#3 C-D 538 -893 F-G 361-5t# . Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. I Comp. member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, B - L 1296 - 660 J - I 1051 552 attached with 8d Box or Gun (0.113"x2.5",min.)nails L - K 1293 -66Q 1- H jl� -34 @ 6" oc. K - J 1293 - 660 Wind Maximum Web Forces Per Ply (Ibs) Member design based on both MWFRS and C&C.` Webs Tens.Comp. Webs Tens Comp. .: L-C 285 -8 F-1 362 -585 O V o C - J 425 - 626 1- G 450 230 K " °cs E - J 376 -153 G - H 292 -404 J - F 386 -182 ..No. 047.182 e.Igo STATE Q 4agW . SERIAL * V0000.010000014bSe5c�dfca99 is11036 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10, e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. of lis drawin any failure to build the on this drawing or cover page ie design shown. The suitability any Jol II'Number: 36CS00028 Ply: 1 SEQN: 668194 / T17 / GABL 4EAII B Aria "D" ILL OL /DR Horton AEAB Aria "D" LL OL Qty: 1 FROM: AH DRW: Trufiis Label: D1GB Wgt: 240.8 Ibs Page 1 of 2 .. / ... 05/11/2018 I� 6'4"8 13'10" 21'3'9 _, 26W CI r 6'4"8 T5'8 }' IT 607 Des Load criteria (psf) 20.00 7.00 0.00 10.00 37.00 : 10.00 2.00 ation: 1.25 24.0 " N_ m 3X4(R) SEAT PLATE REQ. 26'4' - 1' _, 6'2"12 _, 77"4 _, T9"1 i_ 4'6'15 J 6'2"12 1340" 217'1 26'4' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #1 Bot c ord 2x4 SP #1 Webs 2x4 SP #3 :W2 2x4 SP #1: (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box o ;Gun (0.128"x3",min.)nails @ 6" oc. Platinl Notes All pla es are 2X4 except as noted. Wind f Memb I design based on both MWFRS and C&C. Additi'� nal Notes See D GS A16015ENC101014 & GBLLETIN1014 for gable rid bracing and other requirements. Snow Criteria (Pg,Pf in PsF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in [or, Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.044 U 999 240 B* 86 / 40 / 45 1- / 13 Lu: NA Cs: NA VERT(TL): 0.056 U 999 180 BF 218 180 / 139 /- / - Snow Duration: NA HORZ(LL): 0.023 U - - Wind reactions based on MWFRS HORZ(TL): 0.025 U - - B Min Brg Width Req = - Code / Misc Criteria Creep Factor: 2.0 BF Min Big Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.232 Bearings B & BF are a rigid surface. TPI Std: 2014 Max BC CSI: 0.162 Bearing BF requires a seat plate. Rep Factors Used: Yes Max Web CSI: 0.586 1256 18.0 FT/RT;20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Camp. WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 L - M 251 0 e SERIAL * 7f 00 00.01. 00 00 01 4b 6e So d1 ca 991c f0 36 B-C 25 -68 M-N 241 0 C-D 68 -18 N-O 222 0 D-E 111 -13 O-P 162 -25 E-F 152 -8 P-Q 114 -45 F-G 71 -79 Q-R 93 -67 G-H 79 -78 R-S 92 -76 H-1 76 -45 S-T �135 -75 1-1 124 -24 T - U 127 -98 J-K 173 -4 U-V 69 -137 K - L 232 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B -AK 163 -50 AD -AC 177 -54 AK-AJ 171 -52 AC -AB 93 -21 AJ-AI 174 -53 AB -AA 93 -21 AI-AH 176 -54 AA-Z 93 -21 AH-AG 177 -54 Z-Y 93 -21 AG-AF 177 -54 Y-X 185 -43 AF-AE 177 -54 X-W 25 -34 AE-AD 177 -54 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp AH- F 26 -61 AW-AX 273 -152 F-AL 207 -76 AY -AZ 270 -151 AM -AN 214 -78 BA -BB 263 -148 AO -AP 215 -79 BC-S 269 -150 AQ-AR 221 -81 S-X 178 -85 AS -AT 208 -77 X-BD 114 -30 AT -AC 236 -85 BD -BE 113 -29 M -AC 0 -120 BE- V 96 -26 **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 and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy bracing Ayer BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly attached'rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 or 610, as appliccaable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to drawingdl160A-Z for standard plate positions. Alpine, division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in Conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page _ listing t is drawing indicates acceptance of professronat engineering responsibility solely for the design shown. The suitability and us41 of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. c J Job Number: 36CS00028 Ply: 1 SEQN: 6681941 T17 / GABL 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: D1GB Wgt: 240.8 Ibs Page 2 of 2 / ... 05/11120118 AC -AU 281 -156 V - W 243, , -174 AU -AV 266 -148 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens- IGomp. C -AK 164 -95 D -AJ 95 -68 AU- N AV -AB 711 251 -40 111 E -AI 85 -68 AW- O 212 88 H -AL 98 -77 AX-AA 105 -66 AG -AM 93 -75 AY- P 114 -72 1 -AN 100 -72 AZ- Z 97 I -62 AF-AO 101 -72 BA-Q 107 -72 J -AP 114 -71 BB- Y 41 -49 AE-AQ 103 -65 BC- R 31 -35 K-AR 212 -88 BD-T 20 -18 AD -AS 252 -111 BE-U 12� -51 L -AT 71 -40 SERIAL * 7f 00 00 0100 00.014b 60 50, d1 ca 9.910 i0 36 ""WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS > re uire exVeme care in fabricatins handfin shi ping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building nen� Safety Information, by TPI ana'SBCA) toy sa�ety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted oytherwise,top chord shall have properly attached. structural sheathingg and bottom chord shall have a properly d rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins[alled per SCSI sections 63, B7 or 1D, icable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. �2efer to Is 160A-Z for standard plate positrons. a division of ITW BuildinppComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI fI PI 1, or for handlin% shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability re of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. information see this iob's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: wwwsbcindustrV.com; ICC: www.iccsafe Number: 36CS00028 B Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL s Label: E1GE Ply: 1 Qty: 1 Wgt: 43.4 Ibs 47' 4'2" SEQN:6681441T1/GABL FROM:AH DRW. 8'4" 4'2" 05/11/2018 1'6" --�— 1'4" --{ (TYP) E=4X4 12 6 D F M iA C G T N=2X4(A1) B o H =2X4(A1) N 4"3 A 1 1 I N M L K J SEAT PLATE REQ. SEAT PLATE REQ. 1 1' I 8,4„ I 1 8,4„ Loa mg Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCL' :1 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 1 W TCD4l 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.018 K 999 240 B 375 1173 1251 / - / 118 18.0 BCL I1' 0-00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.021 K 999 180 H 375 1173 1251 / - / - / 8.0 BCD�441c 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.009 D - - Wind reactions based on MWFRS Des l;ld: 37.00 EXP: C HORZ(TL): 0.009 D - - B Min Brg Width Req = 1.5 NCB ILL: 10.D0 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 1.5 Soffits"I 2-00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.187 Bearings B & H are a rigid surface. Load uration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.147 Bearings B & H require a seat plate. Spaci'lg: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.058 Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: p Chord Forces Per Ply (Ibs) Maximum Top Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 A - B 27 0 E - F 573 -349 Lumber B - C 499 -386 F - G 531 -368 1 C- D 530 -368 G- H 500 -386 Top chord 2x4 SP #1 Bot cl(6rd 2x4 SP 91 D - E 573 -349 H - 1 27 0 Webs x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Notes Platiniels Chords Tens.Comp- Chords Tens. Comp. All pia are 2X4 except as noted. B - N 316 -282 L - K 313 -272 Wind N - M 315 - 276 K - J 315 - 278 I M - L 313 -272 J - H 316 -285 Memb r design based on both MWFRS and C&C. Additinal Notes Maximum Gable Forces Per Ply (Ibs) See D GS A16015ENC101014 & GBLLETIN1014 for��� '"ind Gables Tens.Comp. Gables Tens. Comp. gable bracing and other requirements. MAPj C - N 91 -16 K - F 148 -36 tbe�efamw�� fit D-M 148 -36 J-G E - L 152 -237 91 -15 m see td O 047182�a e* cw o e FA I "No lost SERIAL 7f 00 00,0100 00 01 4b 6e So di 0a 99 le ffl 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, handlingA shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Compon�nt Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing p r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached gc]ici ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections 63, 67 or 610, as applic ble. Apply plates to each face. of truss and position as shown above and on the JoinfDetails, unless noted otherwise. {2efer to drawings I160A-Z for standard plate positions. Alpine, a vision of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in cdnformance with ANSIrfPI 1, or for handling shipping, installation and bracing of trusses.A seat on this drawing or cover page, listing th s drawingg indicates acceptance of pprofessfona engineering responsibility solely for the design shown. The suitabdity and 'of this drawing for any structure is the responsibility of the Building Designer per ANSIPfPI 1 Sec.2. For more inf �rmation see this lob's general notes oaae and these web sites: ALPINE: www.alDineltw.00m: TPI: wwwldnst.om: SBCA: www.sbcindustrv.com: ]CC: www.iccsafe.om Job Number: 36CS00028 Ply: 1 1 SEQN: 668145 / T36 / COMN 4EAB Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL Qty: 2 FROM: AH DRW: Truss Label: L01 Wgt: 37.8 Ibs I / ... 05/11/2018 u 5' 10, 5' 5' C=4X4 III LA4 9'9"8 11 f1Am 5' p, 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 Defiection in loc Udefl U# LOG R / U / Rw / Rh / RL / B 438 1202 /286 /- / 134 / TCDL: 7.00 Speed: 160 mph Pf NA Ce: NA VERT(LL): 0.006 F 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.017 F 999 180 D 438 / 202 / 286 / - /- / BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL):-0.003 F - - Wind reactions based on MWFRS Des EXP: C HORZ TL 0.005 F - - ( ) B Min Br Width Re 1.5 9 q Code I Misc Criteria CLLd: 10.00 NCBCLL: 10.00 Mean Height: 15.00 ft 9 Creep Factor. 2.0 D 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: 0.219 Bearings B & D are a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.215 Maximum Top Chord Forces Per Ply Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.083 Chords Tens.Comp. Chords Tei Loc. from endwall: not in 4.50 itFT/RT:20(0)/l0(0) Mfg Specified Camber: A - B 27 0 C - D GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE B - C 366 -503 D - E Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. Left and right cantilevers are exposed to wind SERIAL f 7f 00 00 0100 00 014b 6e 5c d1 ca 991c fO 36 Maximum Sot Chord Forces Per Ply Chords Tens.Comp. Chords Te B-F 405 -191 F-D Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-F 217 -32 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS re uire extreme care in fabricatin9 handlin shi ping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building nen� Safety Information, byy TPI ana'SBCA) foi sa�ety practices prior to pertorming these functions. Installers shall provide temposrryy per BCSI. Unless noted olherwlse,top chord shall have properly attached structural sheathinSl and bottom chord shall have a propperly tl rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, icable. Appty plates to each face of Vuss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to )s 160A-Z for standard plate positions. a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. this drawing. indicates acceptance of pro�essionat engineering responsibility solely for the design shown. The suitabrhty -503 0 -191 s cirawing Tor any see this tab's general nc I j Jopj Number: 36CS00028 Ply: 1 SEQN: 668165 / T35 / HIPS 4 B Aria "D" LL OIL /DR Horton /4EAB Aria "D" LL OIL + : Qty: 1 FROM: AH DRW: Trues Label: L02 Wgt: 44.8 Ibs / ... 05111/2018 i I _ 3' + 7' 10, r 3' 4' 3' Des Load fi 12 6 2X4(A1) B C= u I I I zA'+ = OAI+ E=2X4(A1) F 1 W 9'9„8 AJ 1, 3'1"12 3'1"12 Criteria (psf) Wind Criteria 20.00 Wind Std: ASCE 7-10 7.00 Speed: 160 mph 0.00 Enclosure: Closed 10.00 Risk Category: II EXP: C 37.00 Mean Height: 15.00 It 10.00 TCDL: 4.2 psf 2.00 BCDL: 5.0 psf ation: 1.25 MWFRS Parallel Dist: 0 to h/2 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #1 Bot c ord 2x4 SP #1 Webs 2x4 SP #3 �I Loads SpecilI`�1-ber Dur.Fac=1.25 / Plate Dur.Fac.=1.25) TCom56plf at -1.00 to 56 pif at 3.00 TOom 28 plf at 3.00 to 28 plf at 7.00 TO, rom 56 plf at 7.00 to 56 pit at 11.00 BC: rom 4 pitat 1.00 to 4 pit at 0.00 BC: rom 20 plf at 0.00 to 20 plf at 3.03 BC: rom 10 plf at 3.03 to 10 plf at 6.97 BC: rom 20 pif at 6.97 to 20 plf at 10.00 BC: From 4 plf at 10.00 to 4 pif at 11.00 TO: +196 lb Cone_ Load at 3.03, 6.97 TO: '166 lb Conc. Load at 5.00 BC: 21 lb Conc. Load at 3.03, 6.97 BC. I52 lb Conc. Load at 5.00 Wind 'I Wind I ads and reactions based on MWFRS. Left anQ, right cantilevers are exposed to wind 3'6"12 6'8"8 3'3"8 1, 10, Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria ♦ Maximum Reactions (Ibs) Pg:NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL 1 W Pf: NA Ce: NA VERT(LL): 0.015 G 999 240 B 639 / 278 ! - 1- / - Lu: NA Cs: NA VERT(TL): 0.041 G 999 180 E 639 1278 / - / - / - Snow Duration: NA HORZ(LL): 0.006 G - - Wind reactions based on MWFRS HORZ(TL): 0.012 G - - B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 E Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TO CSI: 0.202 Bearings B & E are a rigid surface. TPI Std: 2014 Max BC CSI: 0.234 / 3.5 / 3.5 Rep Factors Used: Yes Max Web CSI: 0.068 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ Plate Type(s): A - B 27 -20 D - E 395 -986 WAVE VIEW Ver: 17.02.02.1208.15 B - C 394 -992 E - F 27 -20 C - D 328 - 885 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 857 -330 G - E 852 - 331 H - G 873 - 328 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-H 174 0 G-D 178 0 C-G 13 0 **WARNING`" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7uire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building [Safety, Information, bVV TPI anc7'SBCA) fo'r safety practices prior 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 d�id ceiling.Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, le._ Applplates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to Of I F'I l , or Tor r acceptance any structure Iis drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 36CS00028 Ply: 1 SEQN: 668146 / T18 / VAL I . 4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OILQty: 1 FROM: GM DRW: Truss Label: V1 Wgt: 25.2 lbs / ... 05/11/2018 3'11"8 7111" 3'11"8 3'11"8 12 B-4X4 N =3X4(D1) =-3X4(D1) A C -ew E D 1112X4 f T11" 3'11"8 3'11"8 3'11"8 7'11" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL ! E- 73 / 28 / 34 / - / 8 / 95.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.009 D 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.016 D 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 D - - E Min Big Width Req = - Des Ld: 37.00 EXP: C Mean Height: 15.00 ft HORZ(TL): 0.005 D - - Bearing E is a rigid surface. NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 2.0 Soffit: 2.00 BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.141 Maximum To Chord Forces Per PI Ibs p y (� ) Load Duration: 1.25 MWFRS Parallel Dist: h12 to h TPI Std: 2014 Max BC CSI: 0.121 Chords Tens.Comp. Chords Tens. Comp. A - B 200 -178 B - C 2001 -178 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.109 Lac. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (bs) VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Chords Tens.Comp. Chords Tens.1 Comp. Lumber A - D 235 -146 D - C 235 -146 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Wind B - D 366 -309 Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. •e, W 7. e ATE OF 41 ' raEir2iAL #�: � 7t oar oo o1 boom 4b6e 5c d1 S9 le to 36 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating9 handlinq shipping, installing and bracing..Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI an7'SBCA) foF safety practices prior to perfonntng these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly have bracing installed BCSI 63, B7 810, attached rigid ceiling Locations shown for permanent lateral restraint of webs shall per sections or as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f2efer 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 ANSIAPI 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 engineeringg responsibility solely for the design shown. The suitability this gnawing for is the the 8uiiding Designer ANSI/TPI 1 Sec.2. and use of any structure responsibility of per For more information see this'ob's general notes page and these web sites: ALPINE: www.al inefw.com; TPI: www. inst.o ; SBCA www.sbcindust .com' ICC: wwwkesafe.ong i Jot�`Numben 36CS00028 Ply: 1 SEQN: 668147 / T11 / VAL t "'! 1 FROM: GM DRW. 41J�1B Aria "D" LL OL /DR Horton /4EA6 Aria "D" LL OIL Qty: Truss Label: V2 Wgt: 16.8 Ibs / ... 05/11/201 AB Loading Criteria (psf) Wind Criteria TCL ± 20.00 Wind Std: ASCE 7-10 TCD�' 7.00 r! Speed: 160 mph BCL 0.00 Enclosure: Closed BCD�L: 10.00 Risk Category: II 1d1 37.00 EXP: C Des Mean Height: 15.00 ft NCB LL: 10.00 `� TCDL: 4.2 psf Soffit 2A0 BCDL: 5.0 psf Load uration: 1.25 MWFRS Parallel Dist: h/2 to h Spaci 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft lg: GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #1 Bot c ord 2x4 SP #1 Wind 11 Memb"' design based on both MWFRS and C&C. Additi nal Notes See XG VAL160101014 for valley details. I 1111"8 3'11" I r 1'11"8 f. 1'11"8 12 6 B=3X4 3X4(D1)=3X4(D1) A C D 3-11" 3'11" 3'11" Snow Criteria (Pg,Pf in PSF) Defi/CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Pf NA Ce: NA VERT(LL): -0.004 999 240 Lu: NA Cs: NA VERT(TL): 0.008 999 180 Snow Duration: NA HORZ(LL): 0.001 - - HORZ(TL): 0.002 Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.058 TPI Std: 2014 Max BC CSI: 0.069 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 SERIAL 7f 00 00 0100 00 01` 4b 6e 56 d1 ca SO to f0 36 ♦ Maximum Reactions (Ibs), or "=PLF Loc R / U 1 Rw / Rh / RL 1 W D' 70 122 /31 /- /6 /47.0 Wind reactions based on MWFRS D Min Big Width Req = - Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 188 -162 B-C 188 -162 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 158 -149 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlinA shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building [ Safety Information, byy TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted dtherwise,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 bracingq installed per BCSI sections B3, B7 or B10, e. AppQy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to of 'I NI 1, or Torn acceptance any sructure ris drawing,any failure to build the on this drawing or cover page_ te design shown. The suitability Job Number: 36CS00028 4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL Truss Label: MV1 @M I= 4' 4' 4' Ply: 1 SEQN: 668148 / T22 / VAL Qty: 1 FROM: GM DRW: Wot:14.0lbs .. / ... R 06/1112018 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Loc Udell U# Loc R / U / Rw / Rh / RL / W D' 73 / 28 / 52 /- / 18 / 4t3.0 TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): -0.004 C - D Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ L 0.005 C - - (T )� Bearing A is a rigid surface. 9 I Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 42 psf Creep Factor. 2.0 i Soffit: 2.00 BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.164 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 125 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.124 Chords Tens.Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.096 A - B 33 -78 Loc. from endwall: not in 9.00 ft GCpi: 0.18 FT/RT:20(0)/10(0) Plate Type(s): Mfg Specified'Camber: Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Lumber A - C 145 -14 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) - Webs Tens.Comp. Wind B-C 162 -91 Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. No 047182 swm of �- * tot **av e� 7 -4� SERIAL. 7f 00 06 01 00.00 014b 6e Sc ci f ca 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, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI anc7'SBCA) fo'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 properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins lied 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. Defer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI�t 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 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. c.,...,...e W,,... fit � e,i, s„h s ncne.al nntea nane and these weh skes: ALPINE: www.alDineitw.com: TPI: wwwADinstom: SBCA www.sbcindust(y.com; ICC: wwmicesafe.orcl oti Number: 36CS00028 Ply: 1 1 SEQN: 668149 / T30 / VAL J4 Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty: 1 FROM: AH DRW. Truk Label: MV2 Wgt:11.2lbs I / ... 05/11/2018 Des Load Top c Bot cl Wind 12 6 � B 3X4(D1) T A"It 0 l 2' OA 2' Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R 1 U / Rw / Rh / RL 1 W D• 75 112 148 /- 110 124.0 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.011 B 999 240 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.017 B 999 180 Wind reactions based on MWFRS 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.005 B - - D Min Brg Width Req = - 37.00 XP: C E HORZ(TL): 0.005 B - - Bearing A is a rigid surface. Code / Misc Criteria 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 2.00 TCDL: 4.psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.046 Maximum Top Chord Forces Per Ply (Ibs) ation: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: O.OBS Chords Tens.Comp. 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 A - B 0 -22 Loc. from endwall: not in 9.00 it FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Chords Tens.Comp. A-C 64 -6 i 2x4 SP #1 12x4 SP #1 Member design based on both MWFRS and C&C. Additional Notes See DVV. G VAL160101014 for valley details. V 00 00 0100 00 01 4b, 6e 5c d1 ca 991c f0 36 "WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses equire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compononr Safety Information, by TPI an7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing r BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache qqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as of l5 e. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Kefer to drawings ,160A-Z for standard plate positions. Alpine, a ddivision of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in cb'nformance with ANSI PI 1, or for handling shipping, installation and bracing of Wsses.A seal on this drawing or cover page_ . listing th s drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and usef of this drawing for any structure is the responsibility of the Building Designer per ANSII 1 Sec.2. Job Number: 36CS00028 I Ply: 1 SEQN: 668150 / T24 / EJAC 4EAB Aria "D" LL OL /DR Horton AEAB Aria "D" ILL.OL Qty: 2 FROM: AH DRW: Truss Label: EJ7D Wgt 26.6 Ibs / ... 0511112018 C i 12 I 2X4(A1) B � I D a A I i SEAT PLATE REQ. {r_ 2,4„ 7' 7' 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 for, L/defl L/# Loc R / U / Rw / Rh / RL / W ' B 438 / 178 1370 / - / 202 / 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 124 / 12 / 101 / - 1- / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.010 D C 160 1 125 / 78 / - /- 11. Des Ld: 37.00 EXP: C HORZ L 0.017 D - - (T ) Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 It TCDL: 4.2 psf Creep Factor. 2.0 P B Min Brg Width Req = 1.5 D Min Brg Width Req = Soffit: 2.00 BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.544 - C Min Brg Width Req = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.348 Bearing B a rigid surface. Spacing: 24.0 " P 9� C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. r Loc. from endwall: not in 4.50 It FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver 17.02.02.1208.15 Chords Tens.Comp. Chords Tens.1 Comp. A - B 63 0 B - C 148 chord Top 2x4 SP #1 I2 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 II I NA Sok •a. , 11 w0 00 m ti a e, STATE Of is� goo SERIAL 7# 00 00 0100 00 014b 6� 56 d1 oa 991c 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 Co on Safety Information, ba�rr TPI an c7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy bracing (per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly for lateral have bracing installed BCSI sections B3, B7 or B10, attachetl rigid ceiling Locations shown permanent restraint of webs shall per as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. t2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq�Components Group Inc. shall not be responsible far any deviation from this drawing,any failure to build the bracing trusses.A this drawing or cover e truss in conformance with ANSI PI 1, or for handling shipping, installation and of seal on pa listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this thawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this Fob's general notes page and these web sites: ALPINE: www.al ineftmoom; TPI: www. inst.o ; SBCA: www.sbcindust .com; IM www.iccsafe.o Job Number: 36CS00028 Ply: 1 SEQN: 66111511 T151 EJAC 4EB Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL Qty: 10 �FROM:AH DRW: Truss Label: EJ7 Wgt: 23.8 Ibs .. / ... 05/1112018 Des Load Top c Bot cl Wind T SEAT PLATE REQ. C« 7' _I I 7' Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) 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 / 117 / 259 / - / 173 / 8.0 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 120 / 101 / - / - / 1.5 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.014 D - C 171 / 133 / 91 / - / - / 1.5 37.00 37.00 EXP: C HORZ(TL): 0.025 D - Wind reactions based on MWFRS Code / Misc Criteria Mean Height: 15.00 ft Creep Factor: 2.0 B Min Brg Width Req = 1.5 2.00 TCDL: 4.0 psf BCDL: 5.0 Bldg Code: FBC 2017 RES g Max TC CSI: 0.496 D Min Brg Width Req = - = ation: 1.25 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.368 C Min Brg Width Req - Bearing B is a rigid surface. 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes P Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft 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 I VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 77 -151 2x4 SP #1 2x4 SP #1 design based on both MWFRS and C&C. P o 047182 sTAT �. SERIAL t 7100 00.01 00 00 01'4b 6e Sc tit ca g91c 00 36 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 r '9uire extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ne: t Safety Information, bV TPI an7'SBCA) ioi safety practices prior to performing these functions. Installers shall provide temposrY �I r BCSt.. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 10, cable. Apply plate- to each face. of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to Is 160A-Z for standard plate positions. a division of ITW Bu!Idin Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSIPI 1, or for handling shlppinp, installation and bracing of trusses.A seal on this drawing or cover page . . thi drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitbility e of this "aw!ng for any structure is the responsibility of the building Designer per ANSIfrPI 1 Sea2. Job Number: 36CS00028 Ply: 1 1 SEQN: 6681521 T9 / EJAC 4EA6 Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL Qty: 5 FROM: AH DRW: Truss Label: EJ7A Wgt: 21.0 lbs ! 05/11/2018 T =2X4(A' SEAT PLATE REQ. B 7-I' r 7- Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl 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 A 270 / 79 / 188 / - / 151 18.01 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 128 / 21 1104 / - / - / 115, BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.017 C - B 174 / 135 195 / - l - ! 1151 Des Ld: 37.00 EXP: C HORZ(TL): 0.027 C - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 P A Min Brg Width Req = 1.5 I ' Soffit: 2.00 TCDL: 4.2 psf - BCDL: 5.D psf Bldg Code: FBC 2017 RES Max TC CSI: 0.505 C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.373 B Min Brg Width Req = - Bearing A is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.000 Bearing A requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT.:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Itis) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. A-B 78 -152 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Wind Member design based on both MWFRS and C&C. �-�+ ' o 04718 v. too -P -a STATE Au w SERIAL V00000100 00014b6a50dl as991c11036 I! Maximum Bot Chord Forces Per Ply (lb Chords Tens.Comp. A-C 0 0 II "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! .1 —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI pind'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporaryv bracing per BCSI. Unless noted dtherwlse,top chord shall have properly attached structural sheathincl and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or Fro, 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 Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this rawing or cover page. listing this drawingg indicates acceptance of professiona engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the euiiding Designer per ANSIITPI 1 Sec.2. For more information see this iob's general rotes page and these web sites: ALPINE: www.al ineitw.com: TPI: www.tpinst.orgSBCA www.sbandu .coin; [CC: www.iccsafe.org i Numb 4EAB Aria"D" 6 L OL DR Horton MEAB Aria "D" LL OL I Qty: I9.6 Ibs FROM: AH 153 / T23 / JACK I DRW % 05/1112018 I Truss Label: BJ5D C SEAT PLATE REQ. 2 4" 5- 5. i Load ng Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL'1 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 TCD 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 373 / 162 / 330 (- 1158 / 8.0 BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 85 113 177 / - /- / 1.5 BCDL I 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.007 D - - C 103 / 82 / 42 1- /- 11.5 Des 37.00 L EXP: C HORZ) 0.008 D - - (TL Wind reactions based on MWFRS NCB LL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 P B Min Brg Width Req = 1.5 Soffit: !I 2.00 TCDL: 4.psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSt: 0.544 D Min Brg Width Req = Load uration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.171 C Min Brg Width Req = - Bearing B is a rigid surface. Spaci 'g: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes P Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwali: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumb�' A - B 63 0 B - C 46 -115 Top chord 2x4 SP #1 Bot ch 'rd 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind �I Chords Tens.Comp. Memb r design based on both MWFRS and C&C. B - D 0 0 o 047182 ' P oPl O � . sTATE I. A, 7f 00 00 0100.00 014b 6e Sc d1 ca 991c f0 36 I '*WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! �I IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS r qquire extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building neOf Safety Information, by TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary Perrrri BCSI., Unless noted d1herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d M id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, icap e. Appfy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise, (Refer to is 1 OA-Z for standard plate positions. a d vision of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the co fonnance with ANSIrI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page. _ thi drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ie of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00028 4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL Truss Label: BJ5 T SEAT PLATE REQ. Ply: 1 SEQN: 668154 City: 4 FROM: AH Wgt:16.8 Ibs r- /JACK DRWEl M O LO CV 1 5' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Lac R / U / Rw / Rh / RL / W B 263 196 / 208 / - / 129 / 810 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 90 / 13 / 70 / - / - / 1 15 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 D - - C 119 ' 193 162 / - / - 11. Des Ld: 37.00 EXP: C HORZ(TL): 0.008 D - Wind reactions based on MWFRS Code I Misc Criteria NCBCLL:10.00 Mean Height: 15.00 ft Creep Factor. 2.0 p B Min Brg Width Req = 1.5 � Soffit: 2.00 TCDL:42 psf p BCDL: 5.D psf Bldg Code: FBC 2017 RES Max TC CSI: 0,309 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.182 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 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)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ib Wind Duration: 1.60 WAVE VIEW Ver: 17-02.02.1208.15 Chords Tens.Comp. Chords Te6s. Lumber A-B 27 0 B-C 153 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 0 SE OF ONAI', SERIAL #: 7f 00.00 0100 00 0144. &a 5o d1 ca 991c f0 36 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating, handlin sh! ping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, bVy TPI anc7'SBCA) fo'r satPety 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 propefly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 810, 1 as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. i2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawingg indicates acceptance of protessiona 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 iob's aeneral notes Dace and these web sites: ALPINE: www.alpinedw.com; TPI: www.tpinst.org; SBCA: www.sbdndustry.com ICC: www.iccsafe.org -120 Jai Number: 36CS00028 Ply: 1 SEQN: 668155 / T28 / JACK 4EA6 Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL City: 1 FROM: AH DRW. Truss Label: BJ5B Wgt: 15.4 Ibs / ... 05111/2018 Des Soffit: Load Top c Bot cl Wind T 2X4(A SEAT PLATE REQ. ±�1 -61 B Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W A 195 / 56 / 135 / - / 107 / 8.0 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA C 91 / 15 l74 I - ! - / 1.5 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.008 C - - B 123 / 96 467 / - / - / 1.5 37.00 EXP: C HORZ(TL): 0.010 C - - Wind reactions based on MWFRS Code / Misc Criteria : 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 A Min Brg Width Req = 1.5 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.319 C Min Brg Width Req = - ation: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.187 B Min Brg Width Req = - Bearing A a rigid 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 a sesurfat plate. Bearing A requires a sep Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. A-B 55 -122 2x4 SP #1 2x4 SP #1 design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 1—,IMPORTANT'- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building ne IS afety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary pe ,BCSI.. Unless noted Yherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly tl ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, ca e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to )s 1 OA-Z for standard plate positions_ a d vision of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the co 'formance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, this' drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability le of this drawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2. information see this iob's general notes oaae and these web sites* ALPINE: www.alDineitw.com, TPI: www.tnInst.omc SBCA: wwwsbcindusW.com: ICC- wwwlmsefe. Job Number: 36CS00028 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Truss Label: BJ3D T 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: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C Ply: 1 SEQN: 6681661 T21 / JACK Qty: 1 FROM: AH DRW: Wgt 15.4 Ibs .. / ... C SEAT PLATE REQ. 3' 2W T O e— LO N 3 Snow Criteria (P9,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R I U / Rw / Rh / RL IV B 324 1167 1309 / - 1 115 / 8 Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA D 44 125 / 57 1- 1- 11 Snow Duration: NA HORZ(LL): 0.009 D - C 34 / 30 / 32 1- 1- / 1 HORZ(fL): 0.009 D - - Creep Factor. 2.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code I Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.938 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.231 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Te6 A-B 63 0 B-C ( SERIAL t 7f 00 00 0100 00 01 =4b 6e"50 dl ca 991G f0 36 Maximum Bot Chord Forces Per Ply (It 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, handling shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) f-or safety practices nor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properl� attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling 'Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer 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 drawingq 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 dPawing or cover page_ listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2. -83 Job'Number: 36CS00028 Ply: 1 SEQN: 668167 / T13 / JACK 4EAb Ana "D" LL OL /DR Horton MEAB Ana "D" LL OL Qty: 5 FROM: AH DRW. Tru 'Is Label: BJ3 Wgt: 12.6 ibs / ... 05/1112018 'I C 12 _ II 6 i M O � 2X4(A1) B A { D I d SEAT PLATE REQ. I 3' J 3' I Loadi, g Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: I 20.00 Wind Std: ASIDE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi U# LOG R / U / Rw / Rh / RL / W B 193 / 76 / 162 / - 186 / 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 16 / 41 1- 1- 11.5 BCDL';I 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D C 64 / 51 130 / - /- / 1.5 Des L ': 37.00 NCBC L. 10.00 EXP: C Mean Height: 15.00 ft HORZ TL 0.003 D - ( ) Creep Factor. 2.0 Wind reactions based on MWFRS B Min Br Width Re 1.5 9 q = Code / Misc Criteria Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.174 D Min Brg Width Req = - C Min Brg Width Req = - Load uration: 1.25 i " MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Rep Factors Used: Yes Max BC CSI: 0.072 Max Web CSI: 0.000 Bearing B a rigid S P acin s 24.0 C&C Dist a: 3.00 ft a seatsurface. Bearing B requires a seat plate. I Lac. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber Top chrd 2x4 SP #1 A-B 27 0 B-C 29 105 Bot chiid 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Membe ldesign based on both MWFRS and C&C. B - D 0 0 � ��, �' ��«xc+►ra®yet ll 4" gaS TATE O� SERIAL P. 7f 00 00 01 tat} 00 014b 6e S0 tl1 ca 991C 110 36 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! PIj IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricatingg handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen (Safety Information, by TPI anc7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing BCSI. Unless noted olherwise,top chord shall have attached structural sheathing and bottom chord shall have a pe properly properly attached n id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicab e. App y plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Etefer to drawings 1 OA-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 con ormance with ANSI9 PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this!drawing indicates acceptance of pro_fessiona7 engineering responsibility solely for the design shown. The suitability gnawing and use aIf this for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more info aeon see this iob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: %way. into ; SBCA www.sbcindu .com; ICC: www.iccsafe.orq Job Number: 36CS00028 Ply: 1 I SEQN: 668158 / T33 / EJAC 4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty: 3 FROM: AH DRW: Truss Label: EJ3L Wgt: 12.6 Ibs .. / ... 05/111201 B C T n to M CV 3' 3' 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 foe Udell U# Loc R ! U / Rw ! Rh / RL / B 190 175 1 160 ! - 186 / TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 52 / 7 142 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.003 D C 66 / 52 / 32 Des Ld: 37.00 EXP: C HORZ(TL): 0.003 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0,178 D Min Brg WidthReq = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.078 C Min Big Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Te VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 1 WAVE Lumber A- B 27 0 B- C Top chord 2x4 SP #1 Bet chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply' Chords Tens.Comp. Wind B - D 0 0 Member design based on both MWFRS and C&C. Left cantilever is exposed to wind V 00 00 01 bO 60 014b 6e So d 1 ca 991 C f 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 Componenf Safety Information, by TPI an a SBCA) fsafety practices prior 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 propperly attached rigid ceiling Locafions shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildint�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 oftrusses.A seat on this drawing or cover page_ listing this drawing,indicates acceptance of pprotessiona engineeringg responsibility solely for the design, shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t;iinst.orgSBCA: wwwsbdndu .coin ICC: www.iasafe.or -106 Ja Number: 36CS00028 Ply: 1 SEQN: 668159 / T14 / JACK 4F�B Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 6 FROM: AH DRW: Truss Label: BJ1 Wgt: 11.2 Ibs .. / ... 05111/2018 4"3 Loading Criteria (psf) Wind Criteria TCLL j 2000. Wind Std: ASCE 7-10 TCD 7.00 Speed: 160 mph BCLL 0.00 Enclosure: Closed 8CD ` 10.00 Risk Category: 11 Des L : 37.00 EXP: C Mean Height: 15.00 It NCB LL: 10.00 TCDL: 4.2 psf Soffit: I 2.00 BCDL: 6.0 psf Load Ouration: 1.25 " MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCp!: 0.18 Wind Duration: 1.60 - Lumb 'r Top third 2x4 SP #1 Bot chQl rd 2x4 SP #1 Wind II Member design based on both MWFRS and C&C n 12 6 � C 2X4(A1) B SEAT PLATE REQ. co T o LO r T 1' Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.000 D - HORZ(TL): 0.000 D - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.163 TPI Std: 2014 Max BC CSI: 0.015 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 SERIAL V V 00 00 0100 00.01 4b 6e 5c dl ca 991c 110 36 co ■ ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 150 / 77 / 145 / - / 42 18.0 D 11 110 /18 /- !- 11.5 C -14 /28 /25 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 28 -19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 *'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Corn ne Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing pe PSI. Unless noted dtherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or t as al , icab e. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to drawings 1P0A-Z for standard plate positions. Alpine, a d vision of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in co formance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e_ listing thi drawing indicates acceptance of professfona engineering responsibility solely for the design shown. The suitability and use f this thawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2. t y Job Number: 36CS00026 Ply: 1 SEQN: 668160 / T34 / JACK 4EAB Aria "D" LL OL/DR Horton 14EAB Aria "D" LL OL Qty: 4 FROM: AH DRW: Truss Label: 13J1L Wgt:11.2lbs / .. 05/11/2Q18 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 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 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Wind Member design based on both MWFRS and C&C Left cantilever is exposed to wind A 12 6 � C 2X4(A1) B 1IT 1' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL / y Pf: NA Ce: NA VERT(LL): NA B 134 / 77 / 143 1- 142 / 3 Lu: NA Cs: NA VERT(TL): NA D 13 / 9 / 18 / - ! - 11 Snow Duration: NA HORZ(LL): 0.000 D - C 1 / 23 122 / - / - / 1 / HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.163 D Min Brg Width Req = - TPI Sid: 2014 Max BC CSI: 0.013 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply Chords Tens.Comp. Chords Ten WAVE VIEW Ver: 17.02.02.1208.15 A-B 25 0 B-C Maximum Bot Chord Forces Per Ply (I Chords Tens.Comp. B-D 0 0 No 047182. STATE :OF SER(AL * V000001.0000014b60 681ds9910f036 "''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, bV TPI anr7'SBCA) for satPety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a progpefly attachesripid 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 Buildinc� Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing, indicates acceptance of pprofessrona engineering responsrb!irty solely for the design shown. The sur e . 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 qeneral notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www. inst.o ; SBCA: www.sbcindu .com; ICC: www.iccsafe.or -16 t . Jobumber: 36CS00028 Ply: 1 SEQN: 668161 / T26 / HIP- 4 B Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL Qty: 2 FROM: AH DRW: Truss Label: CJ7 Wgt 42.0 Ibs / ... 05/11/2018 6'3" 9110"1 6'3" 3'7" Des Soffit: Load. T SEAT PLATE REQ. Criteria (psp Wind Criteria 20.00 Wind Std: ASCE 7-10 7.00 Speed: 160 mph '0.00 Enclosure: Closed 10.00 Risk Category: II EXP: C 37.00 Mean Height: 15.00 ft 10.00 TCDL: 4.2 psf 2-00 BCDL: 5.0 psf ation: 1.25 MWFRS Parallel Dist: 0 to h/2 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2i 4 SP 93 -(Lumber DucFac =1.25 / Plate Dur.Fac.=1.25) TC: F* 0 plf at -1.41 to 55 plf at 0.00 m TC: Fr 2 pIf at 0.00 to 2 plf at 9.84 BC: Fr' m 0 pif at -1.41 to 4 plf at 0-00 BC: Fr "gym 2 pif at 0.00 to 2 plf at 9.84 TC: 7 lb Conc. Load at 1.41 TC: 1 8 Ib Conc. Load at 4.24 TC: 2j38 lb Conc. Load at 7.07 BC: 3 Ib Conc. Load at 1.41 BC: 1 3 Ib Conc. Load at 4.24 BC: 1 :9 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. i] 6'1"4 3'2" 1 + 6'1"4 9'3"4 9'101 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw I Rh / RL / W B 330 1208 1- /- /- / 10.6 Pt NA Ce: NA VERT(LL): 0.015 G 999 240 Lu: NA Cs: NA VERT(TL): 0.041 G 999 180 E 385 / 175 / - / 0 / 0 / 1.5 Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 / - /- /- 11.5 HORZ(TL): 0.008 F - - Creep Factor: 2.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.241 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.326 D Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.256 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE - VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A-B 14 -11 C-D 55 -72 B - C 330 - 650 SERIAL * 7f000001 0000014bGe56d1 ca 991cf036 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp- Chords Tens. Comp. B- G 604 -290 F- E 0 0 G - F 591 - 288 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - C 286 -47 C - F 345 -709 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compone Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing re, BBCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t as applicab e. Appty plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to drawings 1POA-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 shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this,drawingg indicates acceptance of professional engmeerm responsibility solely for the design shown. The suitability and use 91 this 8rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00028 Ply: 1 I SEQN: 6681621 T26 / HIP_ 4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: CJ7A Wgt:42.0 Ibs .. / ... 05/11/2018 T r_ 6'3" 9110"1 r 6'3" 3'7" SEAT PLATE REQ. C 1 6'1"4 3'3"12 6" "1 ri 6'1"4 95"1 1 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 for. Udefl U# Loc R / U / Rw / Rh / RL / 4 B 303 / 204 ! - /- /- / 1 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.013 G 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT( L): 0.038 G 999 180 E 353 / 165 ! - / 0 / 0 11 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 F - - D 31 115 1- /- l- l 1 Des Ld: 37.00 EXP: C HORZ(TL): 0.007 F - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 P B Min Brg Width Req = 1.5 Soffit 2.00 TCDL: 4.psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.200 E Min Brg Width Req = - Load Duration: 1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.301 D Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes P Max Web CSI: 0.233 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCp!: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Ch d T C Ch d T Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Special Loads --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1.41 to 55 plf at 0.00 TC: From 2 plf at 0.00 to 2 pif 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 TC: -7 lb Conc. Load at 1.41 TC: 99 lb Conc. Load at 4.24 TC: 222 lb Conc. Load at 7.07 BC: 23 lb Conc. Load at 1.41 BC: 96 lb Conc. Load at 4.24 $ BC: 174lb Conc. Load at 7.07 mea ism} ,ems r �'Dr Wind Wind loads and reactions based on MWFRS."No a a ORI a to ea e 7f0000010000 01gib6a6cd1oaSS1�f036 or s ens. amp. ors A-B 14 -11 C-D 5I -66 B - C 316 - 590 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Ten's. Comp. B- G 550 -278 F- E i0 0 G'- F 538 - 276 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs T ns. Comp. G - C 271 - 62 C - F 331 - 645 "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 ComonenF Safety Information, bVV TPI anaSBCA) fr safety practices prior to pertormrng these functions. installers shall provide temposrrvy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathincql and bottom chord shall have a properly attached rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing instaleed per BCSI sections 63, B7 or B10, as appiicab�e. 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 positrons. Alpine, a division of ITW 8uildinr�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIIfPI 1, or for handling shipping, installation and bracing of lrusses.A seal on this drawing or cover page_ _ listing this drawingg indicates acceptance of professtona engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Bu!Iding Designer par ANSI/TPI 1 Sec.2. Fnr mnm inrnnnatinn see Oils inh's general notes nacre and these web sides: ALPINE: www.alDineitw.com: TPI: www.tpinst.orm SBCA: www.sbcindustry.com: IM wwwkcsafe.org L Jo° Number: 36CS00028 Ply: 1 SEQN: 668163 / T37 / HIP_ 4 { B Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL City: 2 FROM: AH DRW: Truss Label: CJ3L Wgt: 16.8 Ibs .. / ... 05111/2018 Des Soffit: Load do 413 V C 410116 17i$ vI -- —� 4'0"6 ig Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) 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 B 153 / 81 / - / 4.2 7.00 Speed:. 160 mph Pf: NA Ce: NA VERT(LL): NA 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 69 / 1 / - / - / - 11.5 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.001 D - - C 30 13 /- /- / - ! 1.5 37.00 EXP. C HORZ(TL): 0.002 D - - Wind reactions based on MWFRS Code / Misc Criteria 10.00 Mean Height: 15.00 it Creep Factor: 2.0 B Min Brg Width Req = 1.5 _L: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.057 D Min Brg Width Req = - vration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.107 C Min Brg Width Req = - Bearing B is a rigid surface. g: 24.0 " CSC Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 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. VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE A-B 16 -12 B-C 12 -7 ;r Top chord 2x4 SP #1 Bot ch rd 2x4 SP #1 Wind II Wind I ads and reactions based on MWFRS. SERIAL V 00 00,0100 00 014b 6e 5c dl ca 991a f0 36 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 *WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! j IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS r quire extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ne f Safety Information, byy TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary pq , SCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 810, icaq e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Is 16OA-Z for standard plate positions. a dvision of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the co formance with ANSI> i PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page thi ,drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ie pf this drawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2. Gable Stud Reinforcement Detail ASCE 7=10 �160-r�ph-Wind-Speed-=T5'=M-�an_N_e-i_ght-Enc-lased-,-E-xp.os-ure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kz_'= 1:00 - Orr 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orr 120 moh Wind Speed, 15' Mean Heloht. Partially Enclosed, Exposure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) ix4 'L' Brace ■ <1) 2x4 'L' Brace x (2) 2x4 'L' Brace wis (1) 2x6 'L' Bracer (2) 2x6 'L' Brace x Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12, 8' 14' 0' 14' 0' - S P r #3 3' B. 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' 1- 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' O H �- Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' 0) (U D F L #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' 8' 1' 9' 3' 9' 7' 12' 2' 12, 8' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' it, 7' 5' 9' a' 9' 7' 10, 11' ii' 8' 14' 0' 14' 0' Stud 3' 9' 5' 3' 5' 7- 6' 11' 7' 5' 9' 2' 9' 7' 10' It' 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' it, 9' 8' 10' 4' 13' V 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' 4-> _ U S P F #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10, 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' H F Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 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' 11' 1' 14' 0' 14' 0' 14' 0' 0 14' ' Q S P #2 4' 5' 7' 6' 7' 9- 8' 10, 9' 3' 10' 7' IF 0' 13, 11' 14' 0' 14' 0' 14' 0' Q1 D F #3 4' 4' 6' 5' 6' 10, 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Stud 4' 4' 6' S' 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, 11' 10, 12' 7' 1 14' 0' 14' 0' Q #1. / #2 4' 10' 8' 3' 8171 9' 9' 10, 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' V d S P F #3 4' 7' 1 8' 2- B' 5' 9' e' 10, 0' 11' 6- 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' u U Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' le, 0' 14' 0' 14' 0' 14' 0' 14' 0' O H F Standard 4' 7' 7' 0' 7' 5' 9' 4' 10' 0' il' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X 141. 5' 1' 8' 5' e' 8' 9' 11' 10, 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d S P 02 4' 10' 8' 3' 8' 7' 9' 9' 10, 2'Ell 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' 03 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 12, 0' 14' 0' 14' 0'14' 0' 14' 0' I DF L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' il' 8' 8' 9' 3' 12, 0' 13' 7' 14' 0' 14' 0' 14' 0' �ymm About, able Truss Diagonal brace option. T vertical length may be doubled when diagonal 18 XE brace Is used. Connect L diagonal brace for 600# at each end. Max web Brace total length is 141. 1 31E 31f 11 2x6 DF-L a2 or better diagonal 'r Vertical length shown I bracer single 8, In table above. i or double cut 45' (as shown) at rill IN Irt] upper end IN ontinuous Bear Connect Diagonal at ' midpoint of vertical web. Refer to chart above for r1 -VARNDG- READ AND FOLLUW ALL NOTES -IN THIS DRAWIMQ ` -DOMTANTww RMM PM DRAWING TD ALL COMRACTGR3 DIMUDDai THE IMTALLERS Trusses require extreme care In fabricating, handling, -shipping, Installing and bracing. Refenr to and folio• the latert edtbn of BCSf (BUIIoMg Component Safety Infornatlan, by TP] and $BCN fo'`.safety practIC prior to Perform these fumctions. TnstnOers shall proNde temporaryy irar Ing per BCSt. Unless rated otherwise, top chord shall have properly attached structural shwthirg onW be ch. �f shall have o properly attached rigid cel . Locations shown for permanent lateral restraint of webs , �_ - f1 shall have "-CiMg Installed per BCSI sections $3, B7 or 810, - nppllcobly. Apply plot- to each face ILI�� f truss nM position as sMm above and on the Joint Details, nirdess noted otherwise, Refer to drawv gs 16OA-7 for standard plate positions. . 1 Iil�'ILr=� Alpine, a division of IN BuWmp Components Group Imo shall not be responsible for any devlatlon from -g AN 1TIWCOMPAW this drarimg, any failure to bocci the truss In conformance with ANSI/TPI 4 or for bonding, shipphp, Installation 6 bracing aP trusses, eygI A seal on this drawing or cover page Ustbg this drnw@p, indicates acceptance of professional qj ergbrwr4p re solely for the design shown Tine sultnbrty antl ure of tfss drawing far any strueshae is the respoetzmWty oP She "dingDo:•Jgner per ANSVTPI 1 See2 133B9 Lakefianl Drive Earth City, MO 63045 For note Information see this Job's genres, notes page and these web site. ALPINE, nwAlpl neltw.cnmi TPD www.tpAt.orgi SBCA, wwwsbclndustry.or,gl IM rw*J.".Fe4,g �r Bracing Group Species and Grades - Group AI S ruce-Pine-Fir Hem -Fir #1 / a2 IStandarDd 1 #2 1 Stud 03 1 Stud j 1 #3 Standard Dou las Flr-Lorch Southern Plnerww #3 #3 tu Sd Stud Standard Standard Group B, Hen -Fir at a Btr a1 Do las Flr-Larch Southern Plnewww #1 #1 a2 #2 ix4 Braces shall be SRB (Stress -Rated Board). awFor ix4 So, Pine use only Industrial 5 , or Industrial 45 Stress -Rated Boards. Group B values may be used with these prades. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Land), Gable end supports load from 4' 0' outlookers with e' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) naps. X For (1) 'L' bracer space malls at 2' ox, In 18' end zones and 4' ox. between zones. )K)KF'or (2) 'L' braces. space naps at 3' o.c. In 18' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Length No Splice + Refer to common truss design for peak, splice, and heel plates, Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 Less than 4' 0' 2X3 i' A A1'Ca OF®�e,'a�MAX, TOT, LD, 60 PSF �� � MAX, SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-10i 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 Orl 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ori 120 moh Wind Sneed. 30' Mean Heloht. Partially Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) lx4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace Not (1) 2x6 'L' Brace if (2) 2x6 'L' Brace x Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B n #1 / #2 3' S' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13, 9' 14' 0' Q1 U O S P F u I 1 #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' ill 2' 11' it, 13' 7' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' V 14' 0' #1 3' 10- 6' 4' 6' 7' 7' 6' 7' 9' 1 8' 11' 9' 3' 11' 9' 12, 2' 13' 11' 14' 0' -� 11 S P #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 1 8' 9' 9' 2' 11' 7' 12, 0' 1 13, 9' 14' 0' iu D F L #3 3' 7' 4' 10' 5' 2• 6' 5' 6' 11' 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' 10, 10, 13, 8' 14' 0' d Standard 3' 3' 4' 3' 4' 7' S' 8' 6' 1• 7' 9' 8' 3' 8' Ill 9' 7' 12' 2' 13' 0' U_ #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13, 9' 14' 0' 14' 0' �) U S P rr #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' Stud 4' 0' 6' 7• 7' 0' 8' 4' 8' 8' 9' Ill 10' 4' 13' V 13' 7' 14' 0' 14' 0' O H F Standard 4' 0' 5' B' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' ill 10, 12, 8' 14' 0' 14' 0' S P #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 1 10' 2' 10' 7' 13' 5' 1 13' 11' 14' 0' 14' 0' #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' to, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14, 0' #3 4' V 5' it, 6' 4' 7' 11' e' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' U' D F L Stud 4' V 5' 11' 6' 4' 7' It' 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' to, 2' 11' 0' 11' 9' 14' 0' 14' 0' Q #1 / #2 4' V 7' 11' 8' 2' 9' 4' 9' B' 10' 1' 11' 6' 14' 0' 14' 0• 14V01 ' 0' d S P F �lStandard #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, ill Ill 5' 14' 0' 14' 0' 14' 0'UuF Stud 4' 5' 7' 7' 8' 1' 9' 2' 9'6'10, li' 11' 5' 14' 0' 14' 0' 14' 0'O 4' 5' 6' 6• 6' 11' 8' 8' 9' 3' 10, Il' 11' 5' 13' 7' 14' 0' 14' 0'XS #1 4' 10' 8'0'8' 3' 9' 5' 9'9'11' 2' 11' B' 14' 0' 14' 0' 14 0'd #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' il' 1' il' 6' 14' 0' 14' 0' 14' 0'c #3 4' 6' 6' 10' 7' 3' 9'i'9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0'Dr L Stud 4' 6' 6' to, 7' 3• 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0'Standard 4' 5' 6' 1• 6' 5' 8' 1' 8' 7' to, 11' 11' 5' 12' 8' 13' 7' 14' 0' Bracing Group Species and Grades) Group AI S ruce-Pine-Fir Hem -Fir #I / #2 Stnndard #2 Stud #3 Stud 1 1 #3 Stondaroi ➢ou ins Fir -Larch Southern Pinexxx #3 #3 Stud Stud Standard Standard Group Bi Hem -Fir #I a Btr #I Dou vas Fir -Larch Southern Pinexxx ai #t #2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). "For 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B 11 values may be used with these rades. Gable Truss Detail Notesi Wind Load deflection criterion is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Land), Gable end supports load from 4' 01 outlookers with 2' 0' overhang, or 12' plywood overhang. About L Attach 'L' braces with IOd (O,128'x3.0' min) nails. able Truss X For (1) 'L' bracer space nails at 2' oc. In 113' end zones and 4' ac, between zones. ce afts at Diagonal brace optloni T)IE n IS' 2end ,zones eand 6' o.c nbetween 3zones. vertical length may be doubled when diagonal 18' 'L' bracing must be a minimum of 80X of web brace Is used. Connect L member length. diagonal brace for 690# ( 'L' at each end. Max web Brace Gable Vertical Plate Sizes total length Is 141, Vertical Len tin No S lice I Less than 4' 0' 2X4 2x6 better d q2 or better diagonal r' Greater a than 4. 01, but 4X4 Vertical length shown braces single 8, less than 12' 0' In table above. or double cut 45• (as shown) of L +Refer to common truss design for upper end, U U peak, splice, and heel plates. ntinuous Hearing Refer to the Building Designer for conditions Connect dlagona at t{{Illllfll not addressed by this detail, midpoint of vertical web, Refer to chart above for max q." e rt'(NaAf length, ..WARNuxa.. READ Arm LLD FaW ALL NOTES ON TVdS, DRAW,Nm .�` j�' REF ASCE7-10-GAB16030 1)(PORTANTu FURNISH TM DRAWING TD ALL CWfRACTCRS 1NCI.UDING THE DISTNJXRS. Trusses require e.trene care In fabricating, handling shipping. Installing and bracing. Refer to and �` ��CjG'WSfi DATE 10/Ol/14 folio. thv lot@st etatipn of SCSI (Buamng Component Safety Infwmntbn, by TPI and SBCA) far safety Mactkes prior to performing these functions. Installers shall provide tenporwy bracing per BCSL ess noted otherwise, top chard shah have properly attached structural sleatHng and bottom hard No �' DRWG A16030ENC101014 shall have a properly attached Igid gelling, Locations shown for permanent latarol restraint of webs f shall have and vid Installed per above and the J or BID, ks unless APPLY Prates to each face a aF truss and pasnion as Shawn SCSI@ and an the 7 or BID, a, 1#II@55 noted otherwise. e. TQ Refer to drawings 16DA-Z for standard plate positions, Alpine, a division of Iry DuAding Conponents Group InG shall not be responsible far any deviation from ATE OF AN RWCfJMPANY tWs drawing, any failure to build the truss In c nfornance with ANSI/TPI 1, or for handling, shipping, .Q Q _ _ _ - - - - --- - - bistallution e. bracing of trusses - A seal - this drawing or cover page. Ustkg tNs_ticbwhg,_Indcates-neceptnnc^-ef-pmFass7wgl- rS� M - _D,=60-�cr --_.---- mo}n@erkip re aver:„ -solely -iv-- dwsAyr wn-The s-3i fo6ility and use of this drawng * �� - - few any strucha•e Is the r@spor�&IUCY o F the-Hu0.dnB BeslOner fxr ANSVTPI 1 Sac2. Spa p&� Eanh City. MO 63045 J page and these web sites ty°4*t !'.G'10&Tptp `t 'i^ a��aa For awe ell. don see -Pais job's general notes tyf4rt ALPINE. www.atalnelt..cam, rnb .w.ton,staror SBCN www.sbclndustrvarar ICG'wxwlccsafvoro af.,.. - ,tt4MAX. SPACING 24,0' Detail FOr Let=ln—Vertjc--als Gable -Truss-Plate -Sizes _—.-_.-- A, o,-, + If web has a scab brace, then webs Refer to appropriate Alpine gable detail for over 48' from Joint to Joint need minimum plate sizes for vertical studs. to be braced with 'L' or 'T' braces. Brace is 90% of member length, +)Refer to Engineered truss design for peak, splice, web, and heel plates. Gable vertical length ®If gable vertical plates overlap, use a + greater than 48' 'L' single plate that covers the total area of or 'T' brace required the overlapped plates to span the web, 4sspbd + Example, 2X4 2X4 2X8 No 'L' or 'T' brace required In lieu of scab brace Gable vertical length greater than 48' 'L' or 'T' brace required IT Relnfo Memk Go. Tr Provide connections for uplift specified on the engineered truss design, Attach each 'T' reinforcing member with End Driven Nallsh 10d Common (0148'x 3.1,min) Nails at 4' o.c. plus (4) nails In the top and bottom chords. Toenalled Nails, 10d Common (01481x3%min) Toenalls at 4' o.c. plus (4) toenails In the top and bottom chords. This detalt to be used with the appropriate Alpine gable detalt for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, AU015051014, A10015051014, A14015051014, A13030051014, A12030051014, AU030051014, A10030051014, A14030051614 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC103014, A20030END101014, A20030PED10IM4 See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe -null - Dr - End -nail IN To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. 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. SIR #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30 x 8' 7' = 11' 2' 'T' Relnf. Mbr. Size 'T` Increase 2x4 30 2x6 20 "VARNINGim READ AND FOLLOW ALL NOTES ON TICS DRAWING! swCNP�'FANiww FIFPCSII TICS DRAYI!!fi TO All WiiRACRRS IAltf0D7G THE 3NSTAIJ.ERS. �T* REF LET -IN VERT DATE 10/01/14 Trusses o: the l ,,=extreme of U= Gin uR�n fabricating. SafetySaU�r� lit, b and � SSBCA)ina @fer to for safety ys'�O.�,}%lt,. «�.��':tiaCd°Sb'`•��:-.� es prior to performing these functlonm Installers shall provide temporory brnMp per DC.SI. Unless noted otherwise. top chord shad have properly attached seructurat shenthln9 and bottom chard =. Na "716% _ Via; =t = DRWG G$LLETIN1014 v V �!T ��(� t7� I 0 lull\vl l shall have a properly attached rind celtlhp, Locations shown for permanent lateral restraint of webs J or De as apptruble. Apply plates to each face shod have and of truss arm bracinginstalled aperm HCSI sections the I as shoes above and on the Joint 210. as, hnhlele rated ogi plate position -la- STATE OF ^� ., c �'+� !'L— Refer to draw 1GOA-Z far standard hga plate positions. y`'aCaNAI:�O AN ffWCOMPANY Atpine, a division of IFV Puking Components Group Line, shott not be responsible for any deviation from this drarhg, any folure to bW.d the truss in conformance with ANSVTPI L or for handing. a:xzxhma� shipping, Ihstatlatlon L bracing of trusses, cA915aS8if5e82,FaP691389f& MAX. TOT, LD, 60 PSF A weal on It& drnwbq or cover pa Usthg this drawb)p, Indicates acceptance oP professivml erhpNeerinp rewoh:mllLy sdely for tin desip shown Thr sUta::y and terse of this wawbtp for ap straw. Ia dine the Dddr� admire' ....._... "`-"°"","" DUR. FAC. ANY 1WLake(rxtDM a resporuWElly of Pn' ANSVFPI 1 See2. MAX. SPACING 24.0' Eat CIV,MOW* For more information see this Job's generat sofas pogo a�d these .ab sites, ALPINE eweal eltwconi TPD wepAphstorgl SHCN www ICCh weelccsafe.org _....e...-.�....._�...... X Hip Frame Details Hip Frame 2; 'R' tthed Use this detail for, ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame -provided by truss manufacturer, ASCE 7-10, 160 mph, 30 Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated. Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So. Pine tumber, Residential, Wind TC DL=4,2 psf, Kzt=1,00 Structura4j.'panels must be properly attached directly To h0o JYwrlins, l� ..WAMM" REAR Arm FEW ALL NUM EW TRtB BRAWIIND wwWMTAWr FUW04 TM DRAWING TO N.L MTRACMRS uMOM TW LiSTALLFRS. Trusses rtq.1re trene cure 1. fabricating, h¢ndung, shippl g. 6.st.lUng and bracing• R.F.r to andtS� e, GEN ® % REF HIP FRAME fauow tut lntesL amtlan of BCSI CBu9ding Conponent Safety Infarnatbn, by TPf and SBCA> for safety pr.etkes prior to perForning those iunctlons. Ins2¢Uers shall provide I—POrwy brad per BCSI. Unless noted otherwise, top chard shoU have properly attached str.rctur¢I sheathing on'� batten hard shalt have a properly attached r1g1d ceRk* Locatbns eM.n for permanent lnterat restraint oP .ebs. _ - — = _ DATE 10/01/14 DRWG HIPFR1801014 B7 ar BCD, ns untess no APpIY Wotes to ouch Fact E InstasM per above shall have and sections the of truss and cin Inn as shorn above and an the Jotnt BIO, , vde Cd noted ather.lse. Refer to drawings I6OA-Z for standard plate posklons. S' E OF �'fl ` ` AN ITW aOMPANY Abine, n dlvWon of CTV Hooding Ca+paneMs Group Inc shall not be responsible for a. deviation from this drnwtng, 9Y XJ! to bued the truss In confor.mnce with ANSf/TPI 1, or fvr hs.ndlir.g, shipping, hst.11ntseallon 6 bradng trusses.„ l — --- — -- - of A on this dro. V cover Page IlstMg=this_drntk�g,-Mlcnles-¢txepiance-yE pmf — — or --, .P =ANY-faP-tir=daWan-slneri -'Ilse s.�t�71 st OP this dre.kq u W . -.' - - - ---- nore Infornatt— see this job's generat notes page and these web sttes. nA10heltw.coni TPB sew.tpinstorni SBCA. w...sbdndustrvorm IM .w.lccso Valley Detail - ASCE-7 r0-150 mpl -30'-Mean--Height ncl-ose_d.-_-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, )OK Attach each valley to every supporting truss with, (2) 16d box (0,135' x 3,5') nails toe-nalled for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates, Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, same species and grade or better, attached with 10d box (0.128' x 3.0') 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'. 4 2X4 X4 12 3X4 Valle 12 Max, - Spacing 2X4 X4 Pitched Cut Square Cut Stubbed Valley Optional. Hip �-- 8-0-0 max --i Bottom Chord Bottom Chord End Detail Joint Detail Valley Va 4X4 Toe-+ ailed / Q%G\pq, SQP_ 20-0-0 (++) Supporting trusses at 24' o.c, maximum spacing, llN1U t 11111I/,1,� -WARM M- REAR NO FOLLOW ALL NUM ON TIES BRAVDQ ���` Afyi ,'�,� TC LL 30 30 40PSF REF VALLEY DETAIL -WMTMTas RMISN THIS 11RAVIM TO ALL CIINIRACTCRS IICLU➢M THE MSTALLUM Trusses ragJrextretw rnre h Fn irg C rq, nnr, S. sh4Info Instdgn9 °� braWg. Refer to and � 1� P,r�, .�C DL 20 15 7 PSF DATE 10/01/2014 pirIXnlor the latest editlan of BC21 ®JltlfnO Component Safety infornntlan, by TPi and SBCC1rA)gfor safety �f- lWesscanoiad othnorraisref t p cF M "halt tl�Fwive properly atio hed ts�rucwdI h otyhln0 and b�ott- h.,d`� ' g DL 10 10 10 PSF DRWG VAL160101014 sMll nave properly attad»tl Ng�a ceNng Loratbns shorn far pern�ent lotersl restraint of ebs dshell have M.Cblg lnetaltetl er BCSI sections B3, B7 or B10, as nppucable. Apply plotes to each fore — ��� of truss a d ppaoskkn ae shorn nb.- and an the .loins BetoAs, ntese ratad inerrsv. : / BC LL 0 0 0 PSF Refer to drarings 160A-Z for t.W.rd ptate p-Mons. alpine, a dvision of 1TV Bulldng Components Grouupp tnc. slwlt not be responsible for any de„Iatwn from 3rTtiTE OF TOT, LD, 60 55 57PSF AN R W OOMPANY this d ..1 g ony fo0ure to bu0d ttw truss In conformance rith ANSI/iPi 1, or far hardbv, sNP&g. InstaUatlan t. bradng of trusses, ^- A seal on tW d- hV or cover page Usrig t" draring. Mcates nccepionce of pmf—Zonal �� gteareg re solely for tna aasgl sha.n ti+e suttabuey and usa i ttu d kV i„ ly?' � +'� r ©� w UR.FAC.1.25/1.33 1.15 1.15 13389 Lakefront Drive for orry strvsMe Is thr recparti;m0lty oP tna Buvdp eesl�ter per AISIRf'I I Seel.,.'` l ; F.aM City, IA063046 For nor. brf.—tion see this Job's general notes page antl these reb sites �, �•,, � ,*L`�v� SPACING 24,0' ALPMN rrrAd-Itr.canr TPI. e—toh.tarcr SBCM rrr.sbeindustry.orgl TCD endccsafe.org /i.. L9, /TA r n 1 i'� ..v Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Menn Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0.- Or 140 nph wind, 30.00 ft Mean -Hot, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0, Note, Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purtins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purtins, 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 Enolneer's sealed truss desion drawing for olonvback and base truss soecificntlons. Detail A I Purlin Spacing = 24' o.c, or less 12 Up to 12 4'/a' /\ // I I I I I I I I \\ /\ \ 4' irun spacing = 24' o.c. max L—Top Chord Scab <Typical Each End) Flat top chord purtins required at both ends and at 24' max o.c. spacing In between. Detail B ' Purlin Spacing > 24' o,c, Piggyback cap truss slant Walled to all top chord purtln bracing with (2) 16d box nails (0.135'x3,5') and secure top chord with 2x4 N3 grade scab (I side only at each end) attached with 2 rows of 10d box nails (0,128'x3') at 4' o.c. 12 Attach purtln bracing to the flat top chord using a minimum of (2) 16d box nails (0,135'x3,5'). Up to 12 V I I I I \\ I I \\ I I \\ ( I I // I I z4- O.C. max Top Chord Scab (Typical Each End) Chord Flat top chord purtins required at Depth both ends, purlin spacing > 24' o,c, Note, If purtins or sheathing are not specified on the flat top of the base truss, purllns must be Installed at 24' o.c. max. and use Detail A. oVARND0- READ AND FOLLAV ALL NOTES (IN TTOS DRAVINGI .■INPrnTANT■■ FURNISH THIS DRAVVG m ALL. cwTRACTURS umuDDIG THE INSTMiER& Trusses require extreme care in fobricaVM handling, shipping, Installing and brnci.g Refer to and folio. the latest editl " of BCSI LD1, component Sol,,information, by TPI and SRCA) For safety practices prior to performing these functions. Installers chali provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural smoathlr,g and bottom chord z shall have a properly attached rigid ce%Ing. Locatlons shorn for permanent lateral restraint of rbs d �U shall havo brarJng Installed per BCSI sections the J or lStO,iet as applicable. Apply plates to each Fnce = IUL_J) of truss aM cpfto Inn all shorn hove sections on the Joint Details, unless noted Y Pt -se. _ Refer to draeings 160A-Z for standard plate positions. / Alpine, a division of ITV building Components Grouupp lac, shall rat be sponsible far any tlevlatlon from AN RW COMPANY this draelno, any failure to build the truss In conformance with ANSI/TPI 1, or for hondgngm shipping, ) Installation L bracing of trusses. - A -at an this drawina pr cpyer pope Ustino this drank g Indicate$-a«eptanc@- aferaL ,— _ - t33 eve roni Onve �ony�pt-ructwe-ls t/ce resp-.Ujty of the g Aoft D-Jammer per MISI/IPI 1 Ennh City, MO 63045 for more Infarmotlon see this Job's general notes page and then ALPINEi eeeAlpMNte.Com) TPL vvetplmstorgl SSCM w sbclndustry.orgl 11 C9 Piggyback cap truss slant nailed to all top chord purlin bracing with (2> 16d box nails <0.135'x3.5') and secure top chord with 2x4 k3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3'> at 4' o.c. Attach purtln bracing to the flat top chord using <2) 16d box nails (0.135'x3.5'). The top chord N3 grade 2x4 scab may be replaced with either of the following, (1) 3X8 Trutox plate attached with (8) 0.120'xl.375' nails, (4) Into cap TC S (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' nails. Note, Nalling thru holes of wave plate is acceptable. x In addition, provide connection with one of the following methods, Trulox Use 3X8 Trutox plates For 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face a 8' o.c. with (4) 0,120'xl,375' nalls Into cap bottom chord and (4) In base truss top chord. Trutox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'x8'x7/16' <min) APA rated sheathing gussets (each face). Attach @ 8' o.c, with (8) 6d common (0,113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord, Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF 112, full chord depth scabs (each face), Attach @ 8' o.c. with (6) 10d box nails <0.128'x3'> Per scab, (3) In cap bottom chord and (3) In base truss top chord, Scabs may be staggered 4' o.c, front to back faces. 28PB Wave Piggyback Plate One 28PB wave plgggyback plate to each face @ 8' o.c. Attach Eeeth to plggtyback at time of F¢brication, Attach to suppor Ing truss with (4) 0.120'xl.375' nails per face per ply. Piggyback plates may be staggered 41 o.c. front to back faces. V rE Or _ - ��tIC1�" Wit ealla� ��SPACING 24,0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 I 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 I row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(3iE) T=reinforce ment, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, (BYO Center scab on wide face of web. Apply (1) scab to each face of web. T-Reinforcement Or T-Reinf. L-Reinforcement{ or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c, Reinforcing member is a minimum 80% of web member length, T-Reinf, L-Reinf, Scab Reinf orcement: Apply scab(s) to wide face of web. ,No more than (1) scab per face. Attach with 10d (0,128'x3,0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab Reinf. "VARNINGD- READ AND FmlOW ALL NOTES ON THIS DwtvnQ TC ILL PSF REF CLR Subst, "1NPIRTANT" FURNISH n= BRAWM TO ALL CONTRACTORS R CLUBRC THE MST&LERS �� Mq L1 /i� Trusses rnqulro eatrane care In fabricating handling, shlpphg, instaWng and bracing. Refer to and `�. TC DL PSF DATE 10/Ol/14 follow the {ntact erDtwn of BCSt CBu0.dng Component Sofvty UMornntion, by TPt and S8CA) for safety S Cjl� /J. pprractices prior to perfornsn9 these Functions. Installers shall provide temporary bracng per BCSL ` G�51� Unless rested otherwise, top chord shall have properly attached structural sheathing and bottom hw d ` 1� IFIC DL PSF" DRWG BRCLBSUB1014 a shall Imve a Properly attached Hold telling. Locations shown For permanent lateral restratnt of webs shall Mve brndng Installed per BCSI sections H3, BT or Ble, ns nppllcnhle. Apply pintas to each face 1� d ILJJ� of truss and position as shown above and on the .Jaunt Detals, unless noted otherdse. $C LL PSF Refer to drawings 160A-Z for standard plate posttlons _ Alpha, n divtslon of Iry BWl.2 Conponents Group Inc shall not be responslble for on deviation from �'pT, LD. PSF MI RWQDMPANY Ws draw g, any faRure to b.R the truss to confnrnance with ANSLTPI 1, or for horcAlnR, shippig, �`� �� inataUation 6 6radrg of trus— A seal an this drawing or cover page Ustirg) this draeing, hNcates ac-Ptance of professiarul ` 01 Faty0Drive eforprhacneyr�s�t+rr+ecs4praer.PIusbUStyhesdreely for Htlthye odfestighne 1of this drawing DUR. RAC,sMg ThWr Te PI Sec2 Dryf 133it0h9CLiakeMfot63045 notes ALPINE,. rw�oulpineltw,ron Information TP2 w w.tpinskorgi SBCA,t ww�sbdndustryorgi ICOw www.Jccsofo.org EfA4 CN a SPACING fffff/11111111111111i1 Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be Increased for or web member. This design Is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12, max length of damaged section CU = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face. Minimum side member length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel. Nall into 2x4 members using two (2) rows at 4' o,c„ rows staggered. Nail into 2x6 members using three (3) rows at 4' o,c„ rows staggered. Nail using 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in loads. s L L 4' o,c, Typical ~ + o + o + o + o o + o + o + o + —1 2` 1-- Stagger + = Back Face 10d Box (0.128' x 3', min) Nails: O = Front Face 2x4 Member - Double Row Stagger( 2x6 Member - Triple Row Staggere Nail S ,4�,PINE � u Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18` 975# 1055# 1295# 1415# Web or Chord 2x4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 e 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 1 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 4 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48` 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 1 6660# )acing Detail r —VAMINGas READ AND FOLLOV ALL NOTES ON THIS DRAVDU ..WPORTAM FURNISH THIS DRAWING TO ALL CMITRACTM DCI.UDDO THE INSTALLERS. Trusses requW xtrehe care In fabriCating, hmndilho, chipping, Inataift and bracing. Refer to and 'Ito. the IatecL Batlon of BCSI (Buadng Conponent Safety Information, by TPI gnat SBCA) for .. ty _trees prior to performing these functions. Installers shall provltle tehporary bratlno per BCSL Mess noted otherrise, top chord shall have property attoched structural sheatYdno and bottom chor Intl have a properly nttochetl 2 c. e1Ing• Locations shorn for permanent lateral restraint of rubs Si �nll have bro[Ing Initalletl pot B c anc 3 3, B7 or BID, s pWionble. Apply plates to each face truss and position as shorn above and on the Jdnt Detaft, unless noted othrruse. rfer to dravings 160A-Z for standard plate positions. Alpine, a division of 1TW Building Colponents Group Inc. shall not be responsible for any deviation frc ils draring any falUre to b Ad the truss h colfarnance ." ANSI/TPI L or fw handling, shipping, :tallntian L brac41g of trusses. A seat on this dradna or cover bone Ustln this draetnp. Indenter aeoeptnnce_oP_professlornl- strvacfm e'i^`tFia responslbWty of the M&ng Designer per ANSI/TPI 1 Sea For more Inforratlan see this Job's general notes page an these reb ALPINE nralntneltr.conl TP1. rrr.tpinstolal SECA- rrr.sbclndustry.Orgl NCO - Knlhun L Distance SPACING 24.0' REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4I 01 GC MAX. _� LENGTH TGTRIM ILLER (• EXISTING FILILLER�I SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, LOCATE VERTICALS AT 4'-0' O.C. MAX,, OR SEE NEXT ❑PTION. IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH). APPLY REQUIRED BRACING (SEE BELOW), OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (❑R FLAT BOTTOM CHORD SECTIONS OF A TRUSS). XLATERAL BRACING IS NORMALLY REQUIRE➢ 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' D.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' D.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD - LOADING -AND ANY TRUSS WEB C❑NFIGURATION FOR_ 24' O,C, MAX. SPACING AND- 10PSF MAX,- CEILING- LOAD„ WITH THE EXCEPTIONS AiITTrn IVJ TWTQ lZWlr P'T - - - T USE THIS DETAIL FORT ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). :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, BER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS <IF>4'-0'), iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE+ FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME L❑CATIONS 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 (JOINT 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 BLC - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0,113x2,5') 2 3' D.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0.120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS). - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT CONE FACE ONLY). ..nmoRTANT—�FUFWM its�'nmvANDm TO &L LOW commams DICLUDM TTW uuTr,LL�xs �`'�GI- Ivlqq�.,��✓r REF BC FILLER Trusses r uW extreme care In fabricating, handling, sin Impp, Installing and bracing, Refer to and \ �, falow the latest edition of SCSI C13"np Component Safety In by TPI and SEM for safety c Q \aid is E'(,� DATE 10/01/14 pr¢ctices prior to perfo-Ing these functbns. Instalters shall provide tend,00rroo��yy bratlng per SCSL t v �Ys Urdasc noted otherwise, top chord shag have property attached ctructwal she& ng and bottom N DRWG REPBCFIL1014 shall have a property att chid rlgld retUpermanent ng. Locations shown For lateral restraint of webs Q ��� stint have and a Installed per abo sections andan the J or Det as ogles no Apply plates to each face A - Q Re trues and Wtion16O as sins+n above plate to a l Joist natalc, uNess noted othar+tse. F� Refer W draw 160A-Z for standard plate posltbre. Alpine, a dvlsbn of ITv BuRdlrp Cwnponedts Group Inc shalt not 6e responsOfle for nnY devbibn F STIEF AN RWCOMPANY thk drowirp, anY fdlure 4o build the truss to conFornance +Ith ANS[/TPI t, or for hondW.g, shipp4.g. . Instnllotbrl 6 broeing Of trusses. ,t. A sent on this drab,g or cover page tlstlng this drnwlny Indicates acceptance of proF'es,lanol %9 �"T°' �Gf responas,�plt�Iv,�sorely for tins tlesign afia.n. Tn. mata6Wty and use of this arasag ®qe O R 4 Cj�,r�` 13389 Lakefront Odve for�dre - _'_ responsWKy of tno Bu0.�6ng Des7gner per ANS[RPl l Sac2 �ii�+ �Cf (��\l� Ea,lh City. MO 63045 For more informtlon see this job's general notes gaga and these web sites e�. tLs)y��ii.�V,t` ly ALPTWj +w+.alnlneltwcnm, TPI, www.tolnstorot SWA www.sbclndustrv.arpt ICO www.1cceofe.om '%44,-- Y ttt SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4.2 psf, wind BC DL=6,0 psf, Kzt = 1.00. ASCE 7-10 160 mph wind, EXP C, Or 140 Mph wind, EXP D, 30,00 ft Mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1.00. Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128'x3,0', min) nails at 8' o,c. plus clusters of four nails where shown in figure below 00, NOTE: #2 is the minimum lumber grade allowed for all species. NOTE: Add 210# uplift (max,) to reported truss uplift for wall connections, VARMNM-. READ AND FM.MW ALL NO S 1W THIS BMVM ..BPORTANT.. FL MST1TMTBRAYING M ALL CMMCTBRS INCLUMW THE INSTALLM Trusses r Mlre a t-.. care In fol rkat)rg, handit, shipping, InstolUn9 and bracing. Refer to and fdlow the latest edition of BCSI (Buldng Component Safety Inform=, by TPI and SECA) for safety practices prPor to performing these Functions. Installers sMU proWtle temporaryy brndng per BCSL Unless noted otrar.k., top chord sh It hove properly attachetl structural heatNn9 anal bottom chord sh.11 have a properly aitnch,d rlgid ce�yp Locntlons sha.n Par permanent lateral restraint of .ebs �', f� shall have broclrg Installed per SCSI sections 83, 87 or B10, es applknble. Apply plates to each face J� Il—. of truss aM p..tion as shorn above and on the Joint petals, urA.- noted otherylse. ILr_7' Refer to dra ings 168A-Z for stondord plate posltb , AN ITWCOMPANY tNAllphne, a dvlsion of 1TW BuarBng Components (Irma Inc SMU not be responsible for any �dew�t��ngfron � instnllot ing, 6roc�ure to bid the truss In confornonce .M ANSI/TPI 1, or for handU s. A Seal on tNs drinibm or Coof aver Mo. Ust6g !Ns drneNg,.tndcates.occeptaru_r_of- --- — �.� 73389 LakeBont Orive for —any structure Is tam responsb0.lty of the BWtdng geslgner per ANSVW1 I SCcZ Eadh City. MO 63945 For more InfarnoGon see thk job's general notes page nM these .eb Itas- ALPINE .....tphelt..canl TPIr ....tpinstorg, sacA ew.sbc mdustryar9, ICG OF TOTAL TOP CHORD LOAD NOT TO EXCEED 40 PSF +(DEAD PLUS LIVE) DUR, FAC. 1,15/1.25 SPACING 24' REF 2X4 SCAB O.H. DATE 10/01/14 DRWG OHSCB2X41014 T Elk TYPICAL TOP LIVE LOAD: TOP DEAD LOA[ BOTTOM DEAD I TOTAL: STRESS WIND DESIGN: h ASCE 7-10 MA **WARNING** Read & F, Furnish this drawing to all K GG,EJ W End Jack (EJ 12 (2) 16d TOE NAILS SCISSORS BOTTOM CORD VARIES Leveled Jack (BJ) _ OPTIONAL (2) 16d TOE NAILS 8-0-0 MAX. SPAN TYPICAL END JACK (EJ) N.T.S. 12 (4) 16d NAILS VARIES See Connection Detail OPTIONAL WEB CONFIGURATION 11-3-12 MAX. SPAN TYPICAL CORNER JACK (CJ) N.T.S. SET INSTALLATION )ING (P.S.F.) TILE: SHINGLES: 20 20 15 7 10 10 45 37 1.25 1.25 160 MPH PER z4° O.C. N all notes on this drawing. itractors including the installers. —(4) 16d NAILS See Connection Detail m W (BJ) v 0 m _a CONNECTION DETAIL (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & BOTTOM G� 2x4 SYP Nailer 16" Long Goc�L 6-G• MAx. Top & Bottom use 16d �o, Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. OPTIONAL WEB CONFIGURATION 1-- 12 VARIES ✓ (4) 16d NAILS B See Connection Detail TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. e0y9ai6i41itp0�®t o � ® No STATE q o r OF 441 R 1�\�e�a 111901511 MANUEL MARTINEZ, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182