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Home My WebLink AboutTRUSS SPECS - 20-00196 - 697 Tanglewood Dr - New SFR- F A L L C R E E K H O M E SM T T M P A N O G A S - F A L L C R E E K H O M E S **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L Stud; M5 2x4 DF-L #1&Bet.; Plating Notes All plates are 2X4 except as noted. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L* 222 /- /- /63 /25 /18 Wind reactions based on MWFRS L Brg Width = 264 Min Req = - Bearing B Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 140 0 B - C 174 -232 C - D 147 -154 D - E 141 -125 E - F 219 -116 F - G 336 -141 Chords Tens. Comp. G - H 336 -141 H - I 219 -116 I - J 129 -125 J - K 134 -142 K - L 161 -219 L - M 140 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 284 -212 W - V 290 -217 V - U 293 -220 U - T 296 -222 T - S 298 -223 S - R 297 -213 Chords Tens. Comp. R - Q 297 -213 Q - P 295 -211 P - O 293 -209 O - N 289 -206 N - L 283 -202 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - W 171 -392 D - V 152 -366 E - U 154 -375 F - T 167 -445 G - R 0 -335 Gables Tens. Comp. Q - H 167 -445 P - I 154 -375 O - J 152 -366 N - K 171 -392 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 H 999 240 VERT(CL): 0.004 H 999 180 HORZ(LL): 0.003 H - - HORZ(TL): 0.004 H - - Creep Factor: 2.0 Max TC CSI: 0.357 Max BC CSI: 0.046 Max Web CSI: 0.148 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:A1 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126531 / T12 / GABL FROM: BF DRW: ... / ... 03/19/2020 M5 22' 3'2'(TYP) 11' 11' 22' 11' 22' 22'1'4"1'4" 4"7 7'8 " 7 8'6 " 1 4 A B C D E F G H I J K L M NOPQRSTUVW 8 12 2X4(A1T) 3X6 4X6 2X4(A1T) **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L Stud; M5 2x4 DF-L #1&Bet.; Plating Notes All plates are 2X4 except as noted. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L* 222 /- /- /63 /25 /18 Wind reactions based on MWFRS L Brg Width = 264 Min Req = - Bearing B Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 140 0 B - C 174 -232 C - D 147 -154 D - E 141 -125 E - F 219 -116 F - G 336 -141 Chords Tens. Comp. G - H 336 -141 H - I 219 -116 I - J 129 -125 J - K 134 -142 K - L 161 -219 L - M 140 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 284 -212 W - V 290 -217 V - U 293 -220 U - T 296 -222 T - S 298 -223 S - R 297 -213 Chords Tens. Comp. R - Q 297 -213 Q - P 295 -211 P - O 293 -209 O - N 289 -206 N - L 283 -202 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - W 171 -392 D - V 152 -366 E - U 154 -375 F - T 167 -445 G - R 0 -335 Gables Tens. Comp. Q - H 167 -445 P - I 154 -375 O - J 152 -366 N - K 171 -392 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 H 999 240 VERT(CL): 0.004 H 999 180 HORZ(LL): 0.003 H - - HORZ(TL): 0.004 H - - Creep Factor: 2.0 Max TC CSI: 0.357 Max BC CSI: 0.046 Max Web CSI: 0.148 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:A1 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126531 / T12 / GABL FROM: BF DRW: ... / ... 03/19/2020 M5 22' 3'2'(TYP) 11' 11' 22' 11' 22' 22'1'4"1'4" 4"7 7'8 " 7 8'6 " 1 4 A B C D E F G H I J K L M NOPQRSTUVW 8 12 2X4(A1T) 3X6 4X6 2X4(A1T) - F A L L C R E E K H O M E SM T T M P A N O G A S - F A L L C R E E K H O M E S **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L Stud; W2 2x4 DF-L #1&Bet.; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1289 /- /- /504 /88 /185 F 1158 /- /- /434 /69 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 F Brg Width = 3.5 Min Req = 1.5 Bearings B & F Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 70 0 B - C 232 -1665 C - D 290 -1460 Chords Tens. Comp. D - E 296 -1460 E - F 237 -1665 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 1285 -114 I - H 860 0 Chords Tens. Comp. H - G 860 0 G - F 1285 -121 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 178 -424 I - D 556 -98 Webs Tens. Comp. D - G 558 -110 G - E 184 -424 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.045 I 999 240 VERT(CL): 0.067 I 999 180 HORZ(LL): 0.020 G - - HORZ(TL): 0.030 G - - Creep Factor: 2.0 Max TC CSI: 0.332 Max BC CSI: 0.330 Max Web CSI: 0.150 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:A2 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126534 / T11 / COMN FROM: BF DRW: ... / ... 03/19/2020 W2 W2 22' 5'8"7 5'8"7 11' 5'3"9 16'3"9 5'3"9 22' 5'8"7 7'5"10 7'5"10 14'6"6 7'0"12 22' 7'5"101'4" 4"7 7'8 " 7 8'6 " 1 4 A B C D E F GHI 8 12 3X6(B1T) 2X4 3X6 3X6 4X6 3X6 2X4 3X6(B1) **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L Stud; W2 2x4 DF-L #1&Bet.; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1289 /- /- /504 /88 /185 F 1158 /- /- /434 /69 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 F Brg Width = 3.5 Min Req = 1.5 Bearings B & F Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 70 0 B - C 232 -1665 C - D 290 -1460 Chords Tens. Comp. D - E 296 -1460 E - F 237 -1665 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 1285 -114 I - H 860 0 Chords Tens. Comp. H - G 860 0 G - F 1285 -121 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 178 -424 I - D 556 -98 Webs Tens. Comp. D - G 558 -110 G - E 184 -424 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.045 I 999 240 VERT(CL): 0.067 I 999 180 HORZ(LL): 0.020 G - - HORZ(TL): 0.030 G - - Creep Factor: 2.0 Max TC CSI: 0.332 Max BC CSI: 0.330 Max Web CSI: 0.150 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:A2 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126534 / T11 / COMN FROM: BF DRW: ... / ... 03/19/2020 W2 W2 22' 5'8"7 5'8"7 11' 5'3"9 16'3"9 5'3"9 22' 5'8"7 7'5"10 7'5"10 14'6"6 7'0"12 22' 7'5"101'4" 4"7 7'8 " 7 8'6 " 1 4 A B C D E F GHI 8 12 3X6(B1T) 2X4 3X6 3X6 4X6 3X6 2X4 3X6(B1) - F A L L C R E E K H O M E SM T T M P A N O G A S - F A L L C R E E K H O M E S **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L Stud; W2 2x4 DF-L #1&Bet.; Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1290 /- /- /504 /88 /185 F 1156 /- /- /433 /69 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 F Brg Width = - Min Req = - Bearing B Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 70 0 B - C 232 -1666 C - D 290 -1462 Chords Tens. Comp. D - E 297 -1465 E - F 238 -1670 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 1287 -114 I - H 862 0 Chords Tens. Comp. H - G 862 0 G - F 1291 -122 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 178 -424 I - D 556 -98 Webs Tens. Comp. D - G 564 -111 G - E 184 -427 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.045 I 999 240 VERT(CL): 0.067 I 999 180 HORZ(LL): 0.020 G - - HORZ(TL): 0.030 G - - Creep Factor: 2.0 Max TC CSI: 0.337 Max BC CSI: 0.332 Max Web CSI: 0.151 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:A3 Ply: 1 Qty: 4 Wgt: 0.0 lbs SEQN: 126537 / T13 / COMN FROM: BF DRW: ... / ... 03/19/2020 W2 W2 22' (J)Supporting Member: (2) 5'8"7 5'8"7 11' 5'3"9 16'3"9 5'3"9 22' 5'8"7 7'5"10 7'5"10 14'6"6 7'0"12 22' 7'5"101'4" 4"7 7'8 " 7 8'6 " 1 4 A B C D E F GHI 8 12 3X6(B1T) 2X4 3X6 3X6 4X6 3X6 2X4 3X6(B1) **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L Stud; W2 2x4 DF-L #1&Bet.; Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1290 /- /- /504 /88 /185 F 1156 /- /- /433 /69 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 F Brg Width = - Min Req = - Bearing B Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 70 0 B - C 232 -1666 C - D 290 -1462 Chords Tens. Comp. D - E 297 -1465 E - F 238 -1670 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 1287 -114 I - H 862 0 Chords Tens. Comp. H - G 862 0 G - F 1291 -122 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 178 -424 I - D 556 -98 Webs Tens. Comp. D - G 564 -111 G - E 184 -427 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.045 I 999 240 VERT(CL): 0.067 I 999 180 HORZ(LL): 0.020 G - - HORZ(TL): 0.030 G - - Creep Factor: 2.0 Max TC CSI: 0.337 Max BC CSI: 0.332 Max Web CSI: 0.151 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:A3 Ply: 1 Qty: 4 Wgt: 0.0 lbs SEQN: 126537 / T13 / COMN FROM: BF DRW: ... / ... 03/19/2020 W2 W2 22' (J)Supporting Member: (2) 5'8"7 5'8"7 11' 5'3"9 16'3"9 5'3"9 22' 5'8"7 7'5"10 7'5"10 14'6"6 7'0"12 22' 7'5"101'4" 4"7 7'8 " 7 8'6 " 1 4 A B C D E F GHI 8 12 3X6(B1T) 2X4 3X6 3X6 4X6 3X6 2X4 3X6(B1) - F A L L C R E E K H O M E SM T T M P A N O G A S - F A L L C R E E K H O M E S **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L 2400f-2.0E; T2 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; B2 2x4 DF-L 2400f-2.0E; Webs: 2x4 DF-L Stud; W4,M10 2x4 DF-L #1&Bet.; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 2X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Left cantilever is exposed to wind Bearing Block(s) Brg blocks:0.131"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 1 6.500' 1 12" 4 DF-L Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL AG 4104 /- /- /1464 /425 /465 S 1900 /- /- /673 /214 /- Wind reactions based on MWFRS AG Brg Width = 3.5 Min Req = - S Brg Width = - Min Req = - Bearing AG Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 141 0 B - C 1383 -559 C - D 1512 -509 D - E 1633 -447 E - F 1643 -422 F - G 1013 -211 G - H 382 -411 H - I 362 -459 I - J 372 -475 Chords Tens. Comp. J - K 452 -414 K - L 743 -1735 L - M 669 -1848 M - N 556 -1831 N - O 567 -2043 O - P 499 -2008 P - Q 514 -2327 Q - R 425 -2386 R - S 353 -2479 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AI 651 -1142 AI-AH 653 -1152 AH-AG 655 -1157 AG-AF 655 -1158 AF-AE 557 -1079 AE-AD 557 -1079 AD-AC 758 -30 AC-AB 758 -30 AB-AA 758 -30 Chords Tens. Comp. AA- Z 758 -30 Z - Y 758 -30 Y - X 758 -30 X - W 1895 -200 W - V 1895 -200 V - U 1891 -199 U - T 1899 -202 T - S 1909 -207 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F -AF 508 -1350 AF- G 270 -2132 G -AJ 2415 -426 AK-AD 2424 -435 AD-AL 255 -1735 AM-AN 232 -1673 Webs Tens. Comp. AO- K 232 -1665 K -AP 1520 -503 AQ-AR 1511 -503 AS- X 1442 -478 X -AT 390 -1070 AU- O 404 -1102 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp.Gables Tens. Comp. Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.256 U 999 240 VERT(CL): 0.367 U 706 180 HORZ(LL): -0.151 Q - - HORZ(TL): 0.216 Q - - Creep Factor: 2.0 Max TC CSI: 0.944 Max BC CSI: 0.769 Max Web CSI: 0.936 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:B1 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126540 / T15 / GABL FROM: BF Page 1 of 2 DRW: ... / ... 03/19/2020 T2 B2 W4 W4 M10 BL1 6'6"22' (J)Supporting Member: (2) 2'3" 2'(TYP) 6'7"12 6'7"12 7'2"8 6"12 14'3" 7'0"8 21'2"1 6'11"1 28'6" 7'3"15 6'7"12 6'7"12 9'7"10 2'11"14 18'10"6 9'2"12 28'6" 9'7"101'4" 4"7 9'1 0 " 7 10 ' 8 " 1 4 (a) A B C D E F G H I J K L M N O P Q R S TUVWXYZAAABACADAEAFAGAHAI AJ AK AL AM ANAO AP AQ AR AS AT AU 8 12 3X6(B1T) 8X8 6X6(R) 5X6(R) 6X10(R) 5X6 4X6(R) 4X6(B1) **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L 2400f-2.0E; T2 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; B2 2x4 DF-L 2400f-2.0E; Webs: 2x4 DF-L Stud; W4,M10 2x4 DF-L #1&Bet.; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 2X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Left cantilever is exposed to wind Bearing Block(s) Brg blocks:0.131"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 1 6.500' 1 12" 4 DF-L Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL AG 4104 /- /- /1464 /425 /465 S 1900 /- /- /673 /214 /- Wind reactions based on MWFRS AG Brg Width = 3.5 Min Req = - S Brg Width = - Min Req = - Bearing AG Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 141 0 B - C 1383 -559 C - D 1512 -509 D - E 1633 -447 E - F 1643 -422 F - G 1013 -211 G - H 382 -411 H - I 362 -459 I - J 372 -475 Chords Tens. Comp. J - K 452 -414 K - L 743 -1735 L - M 669 -1848 M - N 556 -1831 N - O 567 -2043 O - P 499 -2008 P - Q 514 -2327 Q - R 425 -2386 R - S 353 -2479 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AI 651 -1142 AI-AH 653 -1152 AH-AG 655 -1157 AG-AF 655 -1158 AF-AE 557 -1079 AE-AD 557 -1079 AD-AC 758 -30 AC-AB 758 -30 AB-AA 758 -30 Chords Tens. Comp. AA- Z 758 -30 Z - Y 758 -30 Y - X 758 -30 X - W 1895 -200 W - V 1895 -200 V - U 1891 -199 U - T 1899 -202 T - S 1909 -207 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F -AF 508 -1350 AF- G 270 -2132 G -AJ 2415 -426 AK-AD 2424 -435 AD-AL 255 -1735 AM-AN 232 -1673 Webs Tens. Comp. AO- K 232 -1665 K -AP 1520 -503 AQ-AR 1511 -503 AS- X 1442 -478 X -AT 390 -1070 AU- O 404 -1102 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp.Gables Tens. Comp. Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.256 U 999 240 VERT(CL): 0.367 U 706 180 HORZ(LL): -0.151 Q - - HORZ(TL): 0.216 Q - - Creep Factor: 2.0 Max TC CSI: 0.944 Max BC CSI: 0.769 Max Web CSI: 0.936 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:B1 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126540 / T15 / GABL FROM: BF Page 1 of 2 DRW: ... / ... 03/19/2020 T2 B2 W4 W4 M10 BL1 6'6"22' (J)Supporting Member: (2) 2'3" 2'(TYP) 6'7"12 6'7"12 7'2"8 6"12 14'3" 7'0"8 21'2"1 6'11"1 28'6" 7'3"15 6'7"12 6'7"12 9'7"10 2'11"14 18'10"6 9'2"12 28'6" 9'7"101'4" 4"7 9'1 0 " 7 10 ' 8 " 1 4 (a) A B C D E F G H I J K L M N O P Q R S TUVWXYZAAABACADAEAFAGAHAI AJ AK AL AM ANAO AP AQ AR AS AT AU 8 12 3X6(B1T) 8X8 6X6(R) 5X6(R) 6X10(R) 5X6 4X6(R) 4X6(B1) **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org C -AI 83 -153 D -AH 93 -169 E -AG 40 -59 AJ- H 152 -456 AE-AK 164 -473 AL-AC 135 -358 I -AM 162 -430 AN-AB 87 -187 J -AO 88 -199 K -AA 366 -100 AP- L 90 -209 Z -AQ 89 -196 AR- M 160 -437 Y -AS 132 -357 AT- W 180 -54 N -AU 213 -70 V - P 202 -55 U - Q 121 -278 T - R 91 -182 Job Number:J209456 -FALL CREEK HOMES Truss Label:B1 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126540 / T15 / GABL FROM: BF Page 2 of 2 DRW: ... / ... 03/19/2020 - F A L L C R E E K H O M E SM T T M P A N O G A S - F A L L C R E E K H O M E S **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L Stud; W4 2x4 DF-L #1&Bet.; Bracing (a) Continuous lateral restraint equally spaced on member. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Left cantilever is exposed to wind Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K 2133 /- /- /936 /103 /232 G 1111 /- /- /418 /62 /- Wind reactions based on MWFRS K Brg Width = 3.5 Min Req = 1.9 G Brg Width = - Min Req = - Bearing K Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 71 0 B - C 926 -289 C - D 712 -201 Chords Tens. Comp. D - E 396 -539 E - F 276 -1246 F - G 199 -1513 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 344 -621 K - J 281 -626 J - I 553 -37 Chords Tens. Comp. I - H 553 -37 H - G 1135 -68 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 195 -803 K - D 262 -1565 D - J 1046 -89 Webs Tens. Comp. J - E 198 -954 E - H 773 -144 H - F 241 -570 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.036 K 999 240 VERT(CL): 0.054 K 999 180 HORZ(LL): 0.012 H - - HORZ(TL): 0.020 H - - Creep Factor: 2.0 Max TC CSI: 0.794 Max BC CSI: 0.550 Max Web CSI: 0.686 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:B2 Ply: 1 Qty: 2 Wgt: 0.0 lbs SEQN: 126543 / T17 / COMN FROM: BF DRW: ... / ... 03/19/2020 W4 W4 6'6"22' (J)Supporting Member: (2) 6'7"12 6'7"12 7'2"8 6"12 14'3" 7'0"8 21'2"1 6'11"1 28'6" 7'3"15 6'7"12 6'7"12 9'7"10 2'11"14 18'10"6 9'2"12 28'6" 9'7"101'4" 4"7 9'1 0 " 7 10 ' 8 " 1 4 (a) A B C D E F G HIJK 8 12 2X4(A1T) 2X4 3X6 4X6 4X6 3X6 6X6(R1) 3X6 2X4 3X6(B1) **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L Stud; W4 2x4 DF-L #1&Bet.; Bracing (a) Continuous lateral restraint equally spaced on member. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Left cantilever is exposed to wind Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K 2133 /- /- /936 /103 /232 G 1111 /- /- /418 /62 /- Wind reactions based on MWFRS K Brg Width = 3.5 Min Req = 1.9 G Brg Width = - Min Req = - Bearing K Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 71 0 B - C 926 -289 C - D 712 -201 Chords Tens. Comp. D - E 396 -539 E - F 276 -1246 F - G 199 -1513 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 344 -621 K - J 281 -626 J - I 553 -37 Chords Tens. Comp. I - H 553 -37 H - G 1135 -68 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 195 -803 K - D 262 -1565 D - J 1046 -89 Webs Tens. Comp. J - E 198 -954 E - H 773 -144 H - F 241 -570 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.036 K 999 240 VERT(CL): 0.054 K 999 180 HORZ(LL): 0.012 H - - HORZ(TL): 0.020 H - - Creep Factor: 2.0 Max TC CSI: 0.794 Max BC CSI: 0.550 Max Web CSI: 0.686 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:B2 Ply: 1 Qty: 2 Wgt: 0.0 lbs SEQN: 126543 / T17 / COMN FROM: BF DRW: ... / ... 03/19/2020 W4 W4 6'6"22' (J)Supporting Member: (2) 6'7"12 6'7"12 7'2"8 6"12 14'3" 7'0"8 21'2"1 6'11"1 28'6" 7'3"15 6'7"12 6'7"12 9'7"10 2'11"14 18'10"6 9'2"12 28'6" 9'7"101'4" 4"7 9'1 0 " 7 10 ' 8 " 1 4 (a) A B C D E F G HIJK 8 12 2X4(A1T) 2X4 3X6 4X6 4X6 3X6 6X6(R1) 3X6 2X4 3X6(B1) - F A L L C R E E K H O M E SM T T M P A N O G A S - F A L L C R E E K H O M E S **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L #1&Bet.; W1,W6 2x4 DF-L Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL I 1151 /- /- /421 /82 /199 E 1164 /- /- /452 /58 /- Wind reactions based on MWFRS I Brg Width = 5.5 Min Req = 1.5 E Brg Width = - Min Req = - Bearing I Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 109 -78 B - C 219 -845 Chords Tens. Comp. C - D 202 -950 D - E 205 -1630 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 526 -42 H - G 1226 -72 Chords Tens. Comp. G - F 1226 -72 F - E 1228 -72 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - I 56 -141 I - B 152 -1093 B - H 217 -34 Webs Tens. Comp. C - H 370 -93 H - D 219 -732 D - F 256 0 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.034 F 999 240 VERT(CL): 0.052 F 999 180 HORZ(LL): 0.018 F - - HORZ(TL): 0.027 F - - Creep Factor: 2.0 Max TC CSI: 0.613 Max BC CSI: 0.393 Max Web CSI: 0.919 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:B3 Ply: 1 Qty: 2 Wgt: 0.0 lbs SEQN: 126546 / T14 / COMN FROM: BF DRW: ... / ... 03/19/2020 W1 W6 22' (J)Supporting Member: (2) 3'10"8 3'10"8 7'9" 3'10"8 14'8"1 6'11"1 22' 7'3"15 7'9" 7'9" 14'8"1 6'11"1 22' 7'3"15 4'8 " 7 4"7 9'1 0 " 7 (a) A B C D E FGHI 8 12 2X4 3X6(R) 3X6 4X6(R) 4X8 3X6 3X6 2X4 3X6(B1) **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L #1&Bet.; W1,W6 2x4 DF-L Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL I 1151 /- /- /421 /82 /199 E 1164 /- /- /452 /58 /- Wind reactions based on MWFRS I Brg Width = 5.5 Min Req = 1.5 E Brg Width = - Min Req = - Bearing I Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 109 -78 B - C 219 -845 Chords Tens. Comp. C - D 202 -950 D - E 205 -1630 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 526 -42 H - G 1226 -72 Chords Tens. Comp. G - F 1226 -72 F - E 1228 -72 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - I 56 -141 I - B 152 -1093 B - H 217 -34 Webs Tens. Comp. C - H 370 -93 H - D 219 -732 D - F 256 0 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.034 F 999 240 VERT(CL): 0.052 F 999 180 HORZ(LL): 0.018 F - - HORZ(TL): 0.027 F - - Creep Factor: 2.0 Max TC CSI: 0.613 Max BC CSI: 0.393 Max Web CSI: 0.919 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:B3 Ply: 1 Qty: 2 Wgt: 0.0 lbs SEQN: 126546 / T14 / COMN FROM: BF DRW: ... / ... 03/19/2020 W1 W6 22' (J)Supporting Member: (2) 3'10"8 3'10"8 7'9" 3'10"8 14'8"1 6'11"1 22' 7'3"15 7'9" 7'9" 14'8"1 6'11"1 22' 7'3"15 4'8 " 7 4"7 9'1 0 " 7 (a) A B C D E FGHI 8 12 2X4 3X6(R) 3X6 4X6(R) 4X8 3X6 3X6 2X4 3X6(B1) - F A L L C R E E K H O M E SM T T M P A N O G A S - F A L L C R E E K H O M E S **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x6 DF-L SS; Webs: 2x4 DF-L #1&Bet.; W1,W6 2x4 DF-L Stud; Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 4.75" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 89 plf at 0.00 to 89 plf at 22.00 BC: From 16 plf at 0.00 to 16 plf at 6.06 BC: From 8 plf at 6.06 to 8 plf at 22.00 BC: 1486 lb Conc. Load at 6.06, 8.06,10.06 BC: 293 lb Conc. Load at 12.06,14.06,16.06,18.06 20.06 Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL I 4308 /- /- /- /417 /- E 3800 /- /- /- /600 /- Wind reactions based on MWFRS I Brg Width = 5.5 Min Req = 2.3 E Brg Width = - Min Req = - Bearing I Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 52 -42 B - C 197 -1937 Chords Tens. Comp. C - D 207 -1991 D - E 420 -2946 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 1118 -116 H - G 2378 -337 Chords Tens. Comp. G - F 2378 -337 F - E 2389 -339 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - I 13 -76 I - B 239 -2303 B - H 923 -84 Webs Tens. Comp. C - H 1857 -167 H - D 220 -980 D - F 774 -185 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.075 F 999 240 VERT(CL): 0.108 F 999 180 HORZ(LL): 0.036 B - - HORZ(TL): 0.052 B - - Creep Factor: 2.0 Max TC CSI: 0.481 Max BC CSI: 0.890 Max Web CSI: 0.863 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:B4 Ply: 2 Qty: 1 Wgt: 0.0 lbs SEQN: 126582 / T32 / SPEC FROM: BF DRW: ... / ... 03/19/2020 2 Complete Trusses Required W1 W6 22' (J)Supporting Member: (2) 3'10"8 3'10"8 7'9" 3'10"8 14'8"1 6'11"1 22' 7'3"15 7'9" 7'9" 14'8"1 6'11"1 22' 7'3"15 4'8 " 7 4"7 9'1 0 " 7 A B C D E FGHI 8 12 2X4 4X6(R) 5X6 4X6(R) 8X8 H0514 3X6 3X6 5X6(A9R) **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x6 DF-L SS; Webs: 2x4 DF-L #1&Bet.; W1,W6 2x4 DF-L Stud; Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 4.75" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 89 plf at 0.00 to 89 plf at 22.00 BC: From 16 plf at 0.00 to 16 plf at 6.06 BC: From 8 plf at 6.06 to 8 plf at 22.00 BC: 1486 lb Conc. Load at 6.06, 8.06,10.06 BC: 293 lb Conc. Load at 12.06,14.06,16.06,18.06 20.06 Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL I 4308 /- /- /- /417 /- E 3800 /- /- /- /600 /- Wind reactions based on MWFRS I Brg Width = 5.5 Min Req = 2.3 E Brg Width = - Min Req = - Bearing I Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 52 -42 B - C 197 -1937 Chords Tens. Comp. C - D 207 -1991 D - E 420 -2946 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 1118 -116 H - G 2378 -337 Chords Tens. Comp. G - F 2378 -337 F - E 2389 -339 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - I 13 -76 I - B 239 -2303 B - H 923 -84 Webs Tens. Comp. C - H 1857 -167 H - D 220 -980 D - F 774 -185 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.075 F 999 240 VERT(CL): 0.108 F 999 180 HORZ(LL): 0.036 B - - HORZ(TL): 0.052 B - - Creep Factor: 2.0 Max TC CSI: 0.481 Max BC CSI: 0.890 Max Web CSI: 0.863 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:B4 Ply: 2 Qty: 1 Wgt: 0.0 lbs SEQN: 126582 / T32 / SPEC FROM: BF DRW: ... / ... 03/19/2020 2 Complete Trusses Required W1 W6 22' (J)Supporting Member: (2) 3'10"8 3'10"8 7'9" 3'10"8 14'8"1 6'11"1 22' 7'3"15 7'9" 7'9" 14'8"1 6'11"1 22' 7'3"15 4'8 " 7 4"7 9'1 0 " 7 A B C D E FGHI 8 12 2X4 4X6(R) 5X6 4X6(R) 8X8 H0514 3X6 3X6 5X6(A9R) - F A L L C R E E K H O M E SM T T M P A N O G A S - F A L L C R E E K H O M E S **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L Stud; M6,M7 2x4 DF-L #1&Bet.; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 2X4 except as noted. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL P* 220 /- /- /62 /25 /17 Wind reactions based on MWFRS P Brg Width = 330 Min Req = - Bearing B Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 140 0 B - C 201 -306 C - D 208 -253 D - E 170 -191 E - F 157 -148 F - G 196 -122 G - H 305 -111 H - I 422 -141 Chords Tens. Comp. I - J 422 -141 J - K 305 -111 K - L 196 -122 L - M 157 -148 M - N 170 -191 N - O 208 -253 O - P 201 -306 P - Q 140 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AD 334 -246 AD-AC 338 -249 AC-AB 344 -253 AB-AA 347 -256 AA- Z 349 -257 Z - Y 351 -259 Y - X 353 -260 Chords Tens. Comp. X - W 353 -260 W - V 351 -259 V - U 349 -257 U - T 347 -256 T - S 344 -253 S - R 338 -249 R - P 334 -246 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C -AD 101 -200 D -AC 161 -387 E -AB 150 -373 F -AA 152 -389 G - Z 154 -382 H - Y 165 -463 I - X 0 -372 Gables Tens. Comp. W - J 165 -463 V - K 154 -382 U - L 152 -389 T - M 150 -373 S - N 161 -387 R - O 101 -200 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 J 999 240 VERT(CL): 0.005 J 999 180 HORZ(LL): -0.004 G - - HORZ(TL): 0.006 G - - Creep Factor: 2.0 Max TC CSI: 0.357 Max BC CSI: 0.081 Max Web CSI: 0.176 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:C1 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126525 / T8 / GABL FROM: BF DRW: ... / ... 03/19/2020 M6 M7 M6 27'6" 1'9" 2'(TYP) 13'9" 13'9" 27'6" 13'9" 27'6" 27'6"1'4"1'4" 4"7 9'6 " 7 10 ' 4 " 1 4 (a) A B C D E F G H I J K L M N O P Q RSTUVWXYZAAABACAD 8 12 3X6(B1T) 4X6 5X6 3X6(B1T) **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L Stud; M6,M7 2x4 DF-L #1&Bet.; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 2X4 except as noted. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL P* 220 /- /- /62 /25 /17 Wind reactions based on MWFRS P Brg Width = 330 Min Req = - Bearing B Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 140 0 B - C 201 -306 C - D 208 -253 D - E 170 -191 E - F 157 -148 F - G 196 -122 G - H 305 -111 H - I 422 -141 Chords Tens. Comp. I - J 422 -141 J - K 305 -111 K - L 196 -122 L - M 157 -148 M - N 170 -191 N - O 208 -253 O - P 201 -306 P - Q 140 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AD 334 -246 AD-AC 338 -249 AC-AB 344 -253 AB-AA 347 -256 AA- Z 349 -257 Z - Y 351 -259 Y - X 353 -260 Chords Tens. Comp. X - W 353 -260 W - V 351 -259 V - U 349 -257 U - T 347 -256 T - S 344 -253 S - R 338 -249 R - P 334 -246 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C -AD 101 -200 D -AC 161 -387 E -AB 150 -373 F -AA 152 -389 G - Z 154 -382 H - Y 165 -463 I - X 0 -372 Gables Tens. Comp. W - J 165 -463 V - K 154 -382 U - L 152 -389 T - M 150 -373 S - N 161 -387 R - O 101 -200 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 J 999 240 VERT(CL): 0.005 J 999 180 HORZ(LL): -0.004 G - - HORZ(TL): 0.006 G - - Creep Factor: 2.0 Max TC CSI: 0.357 Max BC CSI: 0.081 Max Web CSI: 0.176 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:C1 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126525 / T8 / GABL FROM: BF DRW: ... / ... 03/19/2020 M6 M7 M6 27'6" 1'9" 2'(TYP) 13'9" 13'9" 27'6" 13'9" 27'6" 27'6"1'4"1'4" 4"7 9'6 " 7 10 ' 4 " 1 4 (a) A B C D E F G H I J K L M N O P Q RSTUVWXYZAAABACAD 8 12 3X6(B1T) 4X6 5X6 3X6(B1T) - F A L L C R E E K H O M E SM T T M P A N O G A S - F A L L C R E E K H O M E S **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L Stud; W2 2x4 DF-L #1&Bet.; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1577 /- /- /612 /105 /240 F 1577 /- /- /612 /105 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.7 F Brg Width = 3.5 Min Req = 1.7 Bearings B & F Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 70 0 B - C 292 -2106 C - D 365 -1847 Chords Tens. Comp. D - E 365 -1847 E - F 292 -2106 F - G 70 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 1629 -107 J - I 1083 0 Chords Tens. Comp. I - H 1083 0 H - F 1629 -111 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 226 -539 J - D 712 -130 Webs Tens. Comp. D - H 712 -130 H - E 226 -539 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.070 H 999 240 VERT(CL): 0.104 H 999 180 HORZ(LL): 0.032 H - - HORZ(TL): 0.047 H - - Creep Factor: 2.0 Max TC CSI: 0.554 Max BC CSI: 0.497 Max Web CSI: 0.276 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:C2 Ply: 1 Qty: 6 Wgt: 0.0 lbs SEQN: 126528 / T7 / COMN FROM: BF DRW: ... / ... 03/19/2020 W2 W2 27'6" 7'0"15 7'0"15 13'9" 6'8"1 20'5"1 6'8"1 27'6" 7'0"15 9'3"10 9'3"10 18'2"6 8'10"12 27'6" 9'3"101'4"1'4" 4"7 9'6 " 7 10 ' 4 " 1 4 A B C D E F GHIJ 8 12 3X6(B1T) 2X4 3X6 4X6(R) 3X6 3X6 2X4 3X6(B1T) **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L Stud; W2 2x4 DF-L #1&Bet.; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1577 /- /- /612 /105 /240 F 1577 /- /- /612 /105 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.7 F Brg Width = 3.5 Min Req = 1.7 Bearings B & F Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 70 0 B - C 292 -2106 C - D 365 -1847 Chords Tens. Comp. D - E 365 -1847 E - F 292 -2106 F - G 70 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 1629 -107 J - I 1083 0 Chords Tens. Comp. I - H 1083 0 H - F 1629 -111 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 226 -539 J - D 712 -130 Webs Tens. Comp. D - H 712 -130 H - E 226 -539 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.070 H 999 240 VERT(CL): 0.104 H 999 180 HORZ(LL): 0.032 H - - HORZ(TL): 0.047 H - - Creep Factor: 2.0 Max TC CSI: 0.554 Max BC CSI: 0.497 Max Web CSI: 0.276 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:C2 Ply: 1 Qty: 6 Wgt: 0.0 lbs SEQN: 126528 / T7 / COMN FROM: BF DRW: ... / ... 03/19/2020 W2 W2 27'6" 7'0"15 7'0"15 13'9" 6'8"1 20'5"1 6'8"1 27'6" 7'0"15 9'3"10 9'3"10 18'2"6 8'10"12 27'6" 9'3"101'4"1'4" 4"7 9'6 " 7 10 ' 4 " 1 4 A B C D E F GHIJ 8 12 3X6(B1T) 2X4 3X6 4X6(R) 3X6 3X6 2X4 3X6(B1T) - F A L L C R E E K H O M E SM T T M P A N O G A S - F A L L C R E E K H O M E S **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L 2400f-2.0E; Bot chord: 2x6 DF-L 2400f-1.8E; Webs: 2x4 DF-L Stud; W4,W5 2x4 DF-L #1&Bet.; Lt Wedge: 2x8 DF-L SS;Rt Wedge: 2x8 DF-L SS; Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 5.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 89 plf at -1.50 to 89 plf at 27.50 BC: From 16 plf at 0.00 to 16 plf at 7.88 BC: From 8 plf at 7.88 to 8 plf at 27.50 BC: 3800 lb Conc. Load at 7.88 BC: 1164 lb Conc. Load at 9.94,11.94 BC: 1111 lb Conc. Load at 13.94,15.94 BC: 1900 lb Conc. Load at 17.94 BC: 1156 lb Conc. Load at 19.44,21.44,23.44,25.44 Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Bearing Block(s) Brg blocks:0.131"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 1 12" 7 DF-L Standard 2 27.208' 1 16" 20 DF-L Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 8154 /- /- /- /827 /- H 9589 /- /- /- /800 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = - H Brg Width = 3.5 Min Req = - Bearings B & H Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 -6 B - C 685 -6765 C - D 701 -6896 D - E 444 -4866 Chords Tens. Comp. E - F 444 -4866 F - G 606 -6905 G - H 650 -7700 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 5576 -561 N - M 5583 -562 M - L 5614 -566 L - K 5621 -492 Chords Tens. Comp. K - J 5621 -492 J - I 6343 -533 I - H 6362 -534 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - C 45 -307 C - M 177 -20 M - D 2413 -296 D - L 282 -2201 E - L 5043 -429 Webs Tens. Comp. L - F 181 -2210 F - J 2425 -175 J - G 43 -789 G - I 785 -24 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.247 L 999 240 VERT(CL): 0.358 L 912 180 HORZ(LL): 0.087 I - - HORZ(TL): 0.126 I - - Creep Factor: 2.0 Max TC CSI: 0.789 Max BC CSI: 0.949 Max Web CSI: 0.831 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:C3 Ply: 2 Qty: 1 Wgt: 0.0 lbs SEQN: 126586 / T26 / COMN FROM: BF DRW: ... / ... 03/19/2020 2 Complete Trusses Required W4 W5 W4 BL1 BL2 27'6" 4'1"8 4'1"8 7'11"4 3'9"12 13'9" 5'9"12 19'6"12 5'9"12 23'4"8 3'9"12 27'6" 4'1"8 4'1"8 4'1"8 7'11"4 3'9"12 13'9" 5'9"12 19'6"12 5'9"12 23'4"8 3'9"12 27'6" 4'1"81'4" 4"7 9'6 " 7 10 ' 4 " 1 4 A B C D E F G H IJKLMN 8 12 7X14(B7RT) 2X4(BP) 2X4 3X6 6X10(R) 6X10 6X10 8X8(R)SS0514 6X10 6X10 3X6 3X6 7X14(B7R) 2X4(BP) **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L 2400f-2.0E; Bot chord: 2x6 DF-L 2400f-1.8E; Webs: 2x4 DF-L Stud; W4,W5 2x4 DF-L #1&Bet.; Lt Wedge: 2x8 DF-L SS;Rt Wedge: 2x8 DF-L SS; Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 5.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 89 plf at -1.50 to 89 plf at 27.50 BC: From 16 plf at 0.00 to 16 plf at 7.88 BC: From 8 plf at 7.88 to 8 plf at 27.50 BC: 3800 lb Conc. Load at 7.88 BC: 1164 lb Conc. Load at 9.94,11.94 BC: 1111 lb Conc. Load at 13.94,15.94 BC: 1900 lb Conc. Load at 17.94 BC: 1156 lb Conc. Load at 19.44,21.44,23.44,25.44 Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Bearing Block(s) Brg blocks:0.131"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 1 12" 7 DF-L Standard 2 27.208' 1 16" 20 DF-L Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 8154 /- /- /- /827 /- H 9589 /- /- /- /800 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = - H Brg Width = 3.5 Min Req = - Bearings B & H Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 -6 B - C 685 -6765 C - D 701 -6896 D - E 444 -4866 Chords Tens. Comp. E - F 444 -4866 F - G 606 -6905 G - H 650 -7700 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 5576 -561 N - M 5583 -562 M - L 5614 -566 L - K 5621 -492 Chords Tens. Comp. K - J 5621 -492 J - I 6343 -533 I - H 6362 -534 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - C 45 -307 C - M 177 -20 M - D 2413 -296 D - L 282 -2201 E - L 5043 -429 Webs Tens. Comp. L - F 181 -2210 F - J 2425 -175 J - G 43 -789 G - I 785 -24 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.247 L 999 240 VERT(CL): 0.358 L 912 180 HORZ(LL): 0.087 I - - HORZ(TL): 0.126 I - - Creep Factor: 2.0 Max TC CSI: 0.789 Max BC CSI: 0.949 Max Web CSI: 0.831 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:C3 Ply: 2 Qty: 1 Wgt: 0.0 lbs SEQN: 126586 / T26 / COMN FROM: BF DRW: ... / ... 03/19/2020 2 Complete Trusses Required W4 W5 W4 BL1 BL2 27'6" 4'1"8 4'1"8 7'11"4 3'9"12 13'9" 5'9"12 19'6"12 5'9"12 23'4"8 3'9"12 27'6" 4'1"8 4'1"8 4'1"8 7'11"4 3'9"12 13'9" 5'9"12 19'6"12 5'9"12 23'4"8 3'9"12 27'6" 4'1"81'4" 4"7 9'6 " 7 10 ' 4 " 1 4 A B C D E F G H IJKLMN 8 12 7X14(B7RT) 2X4(BP) 2X4 3X6 6X10(R) 6X10 6X10 8X8(R)SS0514 6X10 6X10 3X6 3X6 7X14(B7R) 2X4(BP) - F A L L C R E E K H O M E SM T T M P A N O G A S - F A L L C R E E K H O M E S **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L Stud; Plating Notes All plates are 2X4 except as noted. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H* 236 /- /- /69 /54 /21 Wind reactions based on MWFRS H Brg Width = 144 Min Req = - Bearing B Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 140 0 B - C 38 -123 C - D 128 -86 D - E 169 -105 Chords Tens. Comp. E - F 169 -105 F - G 142 -111 G - H 119 -148 H - I 140 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 213 -105 N - M 218 -109 M - L 224 -114 Chords Tens. Comp. L - K 224 -114 K - J 218 -114 J - H 212 -113 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - L 4 -345 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - N 113 -230 D - M 194 -441 Gables Tens. Comp. K - F 194 -441 J - G 113 -230 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 240 VERT(CL): 0.002 E 999 180 HORZ(LL): -0.002 D - - HORZ(TL): 0.002 D - - Creep Factor: 2.0 Max TC CSI: 0.324 Max BC CSI: 0.052 Max Web CSI: 0.113 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:D1 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126559 / T6 / GABL FROM: BF DRW: ... / ... 03/19/2020 12' 2' (TYP) 6' 6' 12' 6' 12' 12'1'4"1'4" 4"7 4'4 " 7 5'2 " 1 4 A B C D E F G H I JKLMN 8 12 2X4(A1T) 4X6 2X4(A1T) **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L Stud; Plating Notes All plates are 2X4 except as noted. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H* 236 /- /- /69 /54 /21 Wind reactions based on MWFRS H Brg Width = 144 Min Req = - Bearing B Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 140 0 B - C 38 -123 C - D 128 -86 D - E 169 -105 Chords Tens. Comp. E - F 169 -105 F - G 142 -111 G - H 119 -148 H - I 140 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 213 -105 N - M 218 -109 M - L 224 -114 Chords Tens. Comp. L - K 224 -114 K - J 218 -114 J - H 212 -113 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - L 4 -345 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - N 113 -230 D - M 194 -441 Gables Tens. Comp. K - F 194 -441 J - G 113 -230 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 240 VERT(CL): 0.002 E 999 180 HORZ(LL): -0.002 D - - HORZ(TL): 0.002 D - - Creep Factor: 2.0 Max TC CSI: 0.324 Max BC CSI: 0.052 Max Web CSI: 0.113 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:D1 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126559 / T6 / GABL FROM: BF DRW: ... / ... 03/19/2020 12' 2' (TYP) 6' 6' 12' 6' 12' 12'1'4"1'4" 4"7 4'4 " 7 5'2 " 1 4 A B C D E F G H I JKLMN 8 12 2X4(A1T) 4X6 2X4(A1T) - F A L L C R E E K H O M E SM T T M P A N O G A S - F A L L C R E E K H O M E S **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x6 DF-L SS; Webs: 2x4 DF-L Stud; Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 5.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 89 plf at 0.00 to 89 plf at 12.00 BC: From 8 plf at 0.00 to 8 plf at 12.00 BC: 1183 lb Conc. Load at 2.06, 4.06, 6.06, 8.06 10.06 Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 3509 /- /- /- /226 /- E 3572 /- /- /- /229 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req = 1.9 E Brg Width = 5.5 Min Req = 1.9 Bearings A & E Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 167 -2586 B - C 121 -1863 Chords Tens. Comp. C - D 121 -1863 D - E 167 -2598 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 2122 -134 H - G 2100 -133 Chords Tens. Comp. G - F 2110 -133 F - E 2133 -134 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. H - B 779 -35 B - G 48 -747 C - G 1888 -106 Webs Tens. Comp. G - D 49 -760 D - F 792 -35 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.043 G 999 240 VERT(CL): 0.062 G 999 180 HORZ(LL): 0.015 B - - HORZ(TL): 0.021 B - - Creep Factor: 2.0 Max TC CSI: 0.208 Max BC CSI: 0.411 Max Web CSI: 0.632 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:D2 Ply: 2 Qty: 1 Wgt: 0.0 lbs SEQN: 126580 / T25 / COMN FROM: BF DRW: ... / ... 03/19/2020 2 Complete Trusses Required 12' 3'3"15 3'3"15 6' 2'8"1 8'8"1 2'8"1 12' 3'3"15 3'3"15 3'3"15 6' 2'8"1 8'8"1 2'8"1 12' 3'3"15 4"7 4'4 " 7 A B C D E FGH 8 12 4X6(A1) 3X6 3X6 4X6(R) 4X8 3X6 3X6 4X6(A1) **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x6 DF-L SS; Webs: 2x4 DF-L Stud; Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 5.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 89 plf at 0.00 to 89 plf at 12.00 BC: From 8 plf at 0.00 to 8 plf at 12.00 BC: 1183 lb Conc. Load at 2.06, 4.06, 6.06, 8.06 10.06 Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 3509 /- /- /- /226 /- E 3572 /- /- /- /229 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req = 1.9 E Brg Width = 5.5 Min Req = 1.9 Bearings A & E Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 167 -2586 B - C 121 -1863 Chords Tens. Comp. C - D 121 -1863 D - E 167 -2598 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 2122 -134 H - G 2100 -133 Chords Tens. Comp. G - F 2110 -133 F - E 2133 -134 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. H - B 779 -35 B - G 48 -747 C - G 1888 -106 Webs Tens. Comp. G - D 49 -760 D - F 792 -35 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.043 G 999 240 VERT(CL): 0.062 G 999 180 HORZ(LL): 0.015 B - - HORZ(TL): 0.021 B - - Creep Factor: 2.0 Max TC CSI: 0.208 Max BC CSI: 0.411 Max Web CSI: 0.632 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:D2 Ply: 2 Qty: 1 Wgt: 0.0 lbs SEQN: 126580 / T25 / COMN FROM: BF DRW: ... / ... 03/19/2020 2 Complete Trusses Required 12' 3'3"15 3'3"15 6' 2'8"1 8'8"1 2'8"1 12' 3'3"15 3'3"15 3'3"15 6' 2'8"1 8'8"1 2'8"1 12' 3'3"15 4"7 4'4 " 7 A B C D E FGH 8 12 4X6(A1) 3X6 3X6 4X6(R) 4X8 3X6 3X6 4X6(A1) - F A L L C R E E K H O M E SM T T M P A N O G A S - F A L L C R E E K H O M E S **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L Stud; Plating Notes All plates are 2X4 except as noted. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H* 231 /- /- /67 /37 /20 Wind reactions based on MWFRS H Brg Width = 168 Min Req = - Bearing B Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 140 0 B - C 81 -182 C - D 90 -118 D - E 207 -135 Chords Tens. Comp. E - F 206 -135 F - G 153 -127 G - H 147 -182 H - I 140 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 222 -112 N - M 228 -116 M - L 233 -119 Chords Tens. Comp. L - K 233 -119 K - J 229 -120 J - H 222 -120 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - L 15 -321 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - N 173 -382 D - M 178 -420 Gables Tens. Comp. K - F 178 -420 J - G 173 -382 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 240 VERT(CL): 0.002 E 999 180 HORZ(LL): -0.002 D - - HORZ(TL): 0.003 D - - Creep Factor: 2.0 Max TC CSI: 0.324 Max BC CSI: 0.047 Max Web CSI: 0.134 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:E1 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126555 / T2 / GABL FROM: BF DRW: ... / ... 03/19/2020 14' 3'2' (TYP) 7' 7' 14' 7' 14' 14'1'4"1'4" 4"7 5'0 " 7 5'1 0 " 1 4 A B C D E F G H I JKLMN 8 12 2X4(A1T) 4X6 2X4(A1T) **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L Stud; Plating Notes All plates are 2X4 except as noted. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H* 231 /- /- /67 /37 /20 Wind reactions based on MWFRS H Brg Width = 168 Min Req = - Bearing B Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 140 0 B - C 81 -182 C - D 90 -118 D - E 207 -135 Chords Tens. Comp. E - F 206 -135 F - G 153 -127 G - H 147 -182 H - I 140 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 222 -112 N - M 228 -116 M - L 233 -119 Chords Tens. Comp. L - K 233 -119 K - J 229 -120 J - H 222 -120 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - L 15 -321 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - N 173 -382 D - M 178 -420 Gables Tens. Comp. K - F 178 -420 J - G 173 -382 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 240 VERT(CL): 0.002 E 999 180 HORZ(LL): -0.002 D - - HORZ(TL): 0.003 D - - Creep Factor: 2.0 Max TC CSI: 0.324 Max BC CSI: 0.047 Max Web CSI: 0.134 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:E1 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126555 / T2 / GABL FROM: BF DRW: ... / ... 03/19/2020 14' 3'2' (TYP) 7' 7' 14' 7' 14' 14'1'4"1'4" 4"7 5'0 " 7 5'1 0 " 1 4 A B C D E F G H I JKLMN 8 12 2X4(A1T) 4X6 2X4(A1T) - F A L L C R E E K H O M E SM T T M P A N O G A S - F A L L C R E E K H O M E S **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x6 DF-L SS; Webs: 2x4 DF-L Stud; W3 2x4 DF-L #1&Bet.; Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 3.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 89 plf at 0.00 to 89 plf at 4.06 TC: From 45 plf at 4.06 to 45 plf at 10.06 TC: From 89 plf at 10.06 to 89 plf at 14.00 BC: From 8 plf at 0.00 to 8 plf at 14.00 BC: 1789 lb Conc. Load at 2.06 BC: 1802 lb Conc. Load at 4.06, 6.06, 8.06,10.06 BC: 1788 lb Conc. Load at 12.06 Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 5891 /- /- /- /317 /- E 5986 /- /- /- /288 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req = 3.1 E Brg Width = 5.5 Min Req = 3.2 Bearings A & E Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 224 -4369 B - C 148 -3039 Chords Tens. Comp. C - D 147 -3037 D - E 213 -4384 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 3602 -181 H - G 3564 -179 Chords Tens. Comp. G - F 3576 -170 F - E 3614 -171 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. H - B 1490 -69 B - G 78 -1354 C - G 3253 -148 Webs Tens. Comp. G - D 65 -1370 D - F 1508 -55 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.080 G 999 240 VERT(CL): 0.116 G 999 180 HORZ(LL): 0.027 B - - HORZ(TL): 0.040 B - - Creep Factor: 2.0 Max TC CSI: 0.489 Max BC CSI: 0.716 Max Web CSI: 0.505 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:E2 Ply: 2 Qty: 1 Wgt: 0.0 lbs SEQN: 126557 / T5 / COMN FROM: BF DRW: ... / ... 03/19/2020 2 Complete Trusses Required W3 14' 3'9"15 3'9"15 7' 3'2"1 10'2"1 3'2"1 14' 3'9"15 3'9"15 3'9"15 7' 3'2"1 10'2"1 3'2"1 14' 3'9"15 4"7 5'0 " 7 A B C D E FGH 8 12 5X8(B7R) 4X8 5X6 4X6(R) 8X8 5X6 4X8 5X8(B7R) **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x6 DF-L SS; Webs: 2x4 DF-L Stud; W3 2x4 DF-L #1&Bet.; Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 3.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 89 plf at 0.00 to 89 plf at 4.06 TC: From 45 plf at 4.06 to 45 plf at 10.06 TC: From 89 plf at 10.06 to 89 plf at 14.00 BC: From 8 plf at 0.00 to 8 plf at 14.00 BC: 1789 lb Conc. Load at 2.06 BC: 1802 lb Conc. Load at 4.06, 6.06, 8.06,10.06 BC: 1788 lb Conc. Load at 12.06 Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 5891 /- /- /- /317 /- E 5986 /- /- /- /288 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req = 3.1 E Brg Width = 5.5 Min Req = 3.2 Bearings A & E Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 224 -4369 B - C 148 -3039 Chords Tens. Comp. C - D 147 -3037 D - E 213 -4384 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 3602 -181 H - G 3564 -179 Chords Tens. Comp. G - F 3576 -170 F - E 3614 -171 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. H - B 1490 -69 B - G 78 -1354 C - G 3253 -148 Webs Tens. Comp. G - D 65 -1370 D - F 1508 -55 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.080 G 999 240 VERT(CL): 0.116 G 999 180 HORZ(LL): 0.027 B - - HORZ(TL): 0.040 B - - Creep Factor: 2.0 Max TC CSI: 0.489 Max BC CSI: 0.716 Max Web CSI: 0.505 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:E2 Ply: 2 Qty: 1 Wgt: 0.0 lbs SEQN: 126557 / T5 / COMN FROM: BF DRW: ... / ... 03/19/2020 2 Complete Trusses Required W3 14' 3'9"15 3'9"15 7' 3'2"1 10'2"1 3'2"1 14' 3'9"15 3'9"15 3'9"15 7' 3'2"1 10'2"1 3'2"1 14' 3'9"15 4"7 5'0 " 7 A B C D E FGH 8 12 5X8(B7R) 4X8 5X6 4X6(R) 8X8 5X6 4X8 5X8(B7R) -FALL CREEK HO MESMT TMPANO G AS -FALL CREEK HO MES **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L Stud; Plating Notes All plates are 2X4 except as noted. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H* 239 /- /- /70 /63 /22 Wind reactions based on MWFRS H Brg Width = 132 Min Req = - Bearing B Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 140 0 B - C 33 -113 C - D 129 -78 D - E 155 -102 Chords Tens. Comp. E - F 155 -102 F - G 132 -107 G - H 97 -138 H - I 140 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 205 -101 N - M 209 -104 M - L 215 -110 Chords Tens. Comp. L - K 215 -110 K - J 209 -109 J - H 202 -108 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - N 81 -151 D - M 204 -439 E - L 0 -345 Gables Tens. Comp. K - F 204 -439 J - G 81 -151 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 240 VERT(CL): 0.002 E 999 180 HORZ(LL): -0.002 D - - HORZ(TL): 0.002 D - - Creep Factor: 2.0 Max TC CSI: 0.324 Max BC CSI: 0.052 Max Web CSI: 0.049 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:F1 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126551 / T4 / GABL FROM: BF DRW: ... / ... 03/19/2020 11' 1'6"2' (TYP) 5'6" 5'6" 11' 5'6" 11' 11'1'4"1'4" 4"7 4' 0 " 7 4'1 0 " 1 4 A B C D E F G H I JKLMN 8 12 2X4(A1T) 4X6 2X4(A1T) **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L Stud; Plating Notes All plates are 2X4 except as noted. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H* 239 /- /- /70 /63 /22 Wind reactions based on MWFRS H Brg Width = 132 Min Req = - Bearing B Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 140 0 B - C 33 -113 C - D 129 -78 D - E 155 -102 Chords Tens. Comp. E - F 155 -102 F - G 132 -107 G - H 97 -138 H - I 140 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 205 -101 N - M 209 -104 M - L 215 -110 Chords Tens. Comp. L - K 215 -110 K - J 209 -109 J - H 202 -108 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - N 81 -151 D - M 204 -439 E - L 0 -345 Gables Tens. Comp. K - F 204 -439 J - G 81 -151 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 240 VERT(CL): 0.002 E 999 180 HORZ(LL): -0.002 D - - HORZ(TL): 0.002 D - - Creep Factor: 2.0 Max TC CSI: 0.324 Max BC CSI: 0.052 Max Web CSI: 0.049 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:F1 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126551 / T4 / GABL FROM: BF DRW: ... / ... 03/19/2020 11' 1'6"2' (TYP) 5'6" 5'6" 11' 5'6" 11' 11'1'4"1'4" 4"7 4' 0 " 7 4'1 0 " 1 4 A B C D E F G H I JKLMN 8 12 2X4(A1T) 4X6 2X4(A1T) -FALL CREEK HO MESMT TMPANO G AS -FALL CREEK HO MES **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x6 DF-L SS; Webs: 2x4 DF-L Stud; Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 3.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 89 plf at 0.00 to 89 plf at 11.00 BC: From 8 plf at 0.00 to 8 plf at 11.00 BC: 1789 lb Conc. Load at 2.06 BC: 1787 lb Conc. Load at 4.06, 6.06, 8.06,10.06 Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 4535 /- /- /- /245 /- E 5472 /- /- /- /247 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req = 2.4 E Brg Width = 5.5 Min Req = 2.9 Bearings A & E Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 173 -3360 B - C 118 -2434 Chords Tens. Comp. C - D 118 -2436 D - E 161 -3435 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 2765 -140 H - G 2732 -138 Chords Tens. Comp. G - F 2800 -128 F - E 2836 -129 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. H - B 1059 -49 B - G 59 -951 C - G 2519 -105 Webs Tens. Comp. G - D 46 -1041 D - F 1143 -34 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.051 G 999 240 VERT(CL): 0.074 G 999 180 HORZ(LL): 0.017 B - - HORZ(TL): 0.025 B - - Creep Factor: 2.0 Max TC CSI: 0.347 Max BC CSI: 0.521 Max Web CSI: 0.843 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:F2 Ply: 2 Qty: 1 Wgt: 0.0 lbs SEQN: 126553 / T28 / COMN FROM: BF DRW: ... / ... 03/19/2020 2 Complete Trusses Required 11' 3'0"15 3'0"15 5'6" 2'5"1 7'11"1 2'5"1 11' 3'0"15 3'0"15 3'0"15 5'6" 2'5"1 7'11"1 2'5"1 11' 3'0"15 4"7 4'0 " 7 A B C D E FGH 8 12 4X8(B3) 5X6 4X6 4X6(R) 6X10 4X6 5X6 4X8(B3) **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x6 DF-L SS; Webs: 2x4 DF-L Stud; Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 3.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 89 plf at 0.00 to 89 plf at 11.00 BC: From 8 plf at 0.00 to 8 plf at 11.00 BC: 1789 lb Conc. Load at 2.06 BC: 1787 lb Conc. Load at 4.06, 6.06, 8.06,10.06 Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 4535 /- /- /- /245 /- E 5472 /- /- /- /247 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req = 2.4 E Brg Width = 5.5 Min Req = 2.9 Bearings A & E Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 173 -3360 B - C 118 -2434 Chords Tens. Comp. C - D 118 -2436 D - E 161 -3435 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 2765 -140 H - G 2732 -138 Chords Tens. Comp. G - F 2800 -128 F - E 2836 -129 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. H - B 1059 -49 B - G 59 -951 C - G 2519 -105 Webs Tens. Comp. G - D 46 -1041 D - F 1143 -34 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.051 G 999 240 VERT(CL): 0.074 G 999 180 HORZ(LL): 0.017 B - - HORZ(TL): 0.025 B - - Creep Factor: 2.0 Max TC CSI: 0.347 Max BC CSI: 0.521 Max Web CSI: 0.843 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:F2 Ply: 2 Qty: 1 Wgt: 0.0 lbs SEQN: 126553 / T28 / COMN FROM: BF DRW: ... / ... 03/19/2020 2 Complete Trusses Required 11' 3'0"15 3'0"15 5'6" 2'5"1 7'11"1 2'5"1 11' 3'0"15 3'0"15 3'0"15 5'6" 2'5"1 7'11"1 2'5"1 11' 3'0"15 4"7 4'0 " 7 A B C D E FGH 8 12 4X8(B3) 5X6 4X6 4X6(R) 6X10 4X6 5X6 4X8(B3) - F A L L C R E E K H O M E SM T T M P A N O G A S - F A L L C R E E K H O M E S **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L Stud; M5,M6,M7, M8 2x4 DF-L #1&Bet.; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 2X4 except as noted. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL S* 205 /- /- /57 /18 /14 Wind reactions based on MWFRS S Brg Width = 408 Min Req = - Bearing A Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 242 -363 B - C 183 -275 C - D 153 -239 D - E 132 -237 E - F 167 -230 F - G 275 -229 G - H 403 -227 H - I 357 -209 I - J 385 -91 Chords Tens. Comp. J - K 385 -91 K - L 357 -209 L - M 403 -227 M - N 275 -229 N - O 167 -230 O - P 160 -237 P - Q 180 -243 Q - R 210 -302 R - S 270 -391 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A -AI 315 -205 AI-AH 317 -212 AH-AG 321 -214 AG-AF 323 -216 AF-AE 325 -218 AE-AD 327 -219 AD-AC 329 -220 AC-AB 328 -221 AB-AA 328 -221 Chords Tens. Comp. AA- Z 329 -221 Z - Y 343 -243 Y - X 343 -242 X - W 342 -241 W - V 342 -239 V - U 341 -237 U - T 340 -235 T - S 338 -228 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AI 209 -470 C -AH 134 -342 D -AG 155 -389 E -AF 151 -388 F -AE 151 -403 G -AD 188 -410 H -AC 4 -382 J -AB 0 -404 Gables Tens. Comp. AA- L 16 -382 Y - M 188 -410 X - N 151 -403 W - O 151 -388 V - P 155 -389 U - Q 134 -342 T - R 209 -470 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.40 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 I 999 240 VERT(CL): 0.007 I 999 180 HORZ(LL): -0.007 E - - HORZ(TL): 0.010 G - - Creep Factor: 2.0 Max TC CSI: 0.159 Max BC CSI: 0.088 Max Web CSI: 0.135 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G1 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126489 / T18 / GABL FROM: BF DRW: ... / ... 03/19/2020 M5 M6 M7 M8 M7 M6 M5 34' 3'2'(TYP) 15'6" 15'6" 18'6" 3' 34' 15'6" 34' 34' 4"7 10 ' 8 " 7 (a) (a)(a) (a) (a) A B C D E F G H I J K L M N O P Q R S TUVWXYZAAABACADAEAFAGAHAI 8 12 3X6(B1) 3X6 3X6 3X6 3X6(B1) **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L Stud; M5,M6,M7, M8 2x4 DF-L #1&Bet.; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 2X4 except as noted. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL S* 205 /- /- /57 /18 /14 Wind reactions based on MWFRS S Brg Width = 408 Min Req = - Bearing A Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 242 -363 B - C 183 -275 C - D 153 -239 D - E 132 -237 E - F 167 -230 F - G 275 -229 G - H 403 -227 H - I 357 -209 I - J 385 -91 Chords Tens. Comp. J - K 385 -91 K - L 357 -209 L - M 403 -227 M - N 275 -229 N - O 167 -230 O - P 160 -237 P - Q 180 -243 Q - R 210 -302 R - S 270 -391 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A -AI 315 -205 AI-AH 317 -212 AH-AG 321 -214 AG-AF 323 -216 AF-AE 325 -218 AE-AD 327 -219 AD-AC 329 -220 AC-AB 328 -221 AB-AA 328 -221 Chords Tens. Comp. AA- Z 329 -221 Z - Y 343 -243 Y - X 343 -242 X - W 342 -241 W - V 342 -239 V - U 341 -237 U - T 340 -235 T - S 338 -228 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AI 209 -470 C -AH 134 -342 D -AG 155 -389 E -AF 151 -388 F -AE 151 -403 G -AD 188 -410 H -AC 4 -382 J -AB 0 -404 Gables Tens. Comp. AA- L 16 -382 Y - M 188 -410 X - N 151 -403 W - O 151 -388 V - P 155 -389 U - Q 134 -342 T - R 209 -470 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.40 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 I 999 240 VERT(CL): 0.007 I 999 180 HORZ(LL): -0.007 E - - HORZ(TL): 0.010 G - - Creep Factor: 2.0 Max TC CSI: 0.159 Max BC CSI: 0.088 Max Web CSI: 0.135 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G1 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126489 / T18 / GABL FROM: BF DRW: ... / ... 03/19/2020 M5 M6 M7 M8 M7 M6 M5 34' 3'2'(TYP) 15'6" 15'6" 18'6" 3' 34' 15'6" 34' 34' 4"7 10 ' 8 " 7 (a) (a)(a) (a) (a) A B C D E F G H I J K L M N O P Q R S TUVWXYZAAABACADAEAFAGAHAI 8 12 3X6(B1) 3X6 3X6 3X6 3X6(B1) - F A L L C R E E K H O M E SM T T M P A N O G A S - F A L L C R E E K H O M E S **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L #1&Bet.; W1 2x4 DF-L Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1789 /- /- /677 /112 /230 H 1789 /- /- /677 /112 /- Wind reactions based on MWFRS A Brg Width = - Min Req = - H Brg Width = - Min Req = - Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 397 -2772 B - C 423 -2511 C - D 401 -1876 D - E 375 -1447 Chords Tens. Comp. E - F 399 -1867 F - G 423 -2511 G - H 397 -2772 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - M 2203 -255 M - L 1842 -141 L - K 1445 -19 Chords Tens. Comp. K - J 1842 -141 J - I 1842 -141 I - H 2203 -255 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - M 163 -367 M - C 447 -57 C - L 206 -672 D - L 618 -120 D - K 136 -128 Webs Tens. Comp. K - E 615 -117 K - F 206 -670 F - I 446 -56 I - G 163 -367 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.40 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.115 L 999 240 VERT(CL): 0.173 L 999 180 HORZ(LL): 0.055 I - - HORZ(TL): 0.083 I - - Creep Factor: 2.0 Max TC CSI: 0.354 Max BC CSI: 0.442 Max Web CSI: 0.200 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G2 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126492 / T16 / COMN FROM: BF DRW: ... / ... 03/19/2020 W1 W1 34' (J)Supporting Member: (2)(J)Supporting Member: (2) 5'5"4 5'5"4 10'5"10 5'0"6 15'6" 5'0"6 18'6" 3' 23'6"6 5'0"6 28'6"12 5'0"6 34' 5'5"4 7'11"7 7'11"7 15'6" 7'6"9 18'6" 3' 26'0"9 7'6"9 34' 7'11"7 4"7 10 ' 8 " 7 (a)(a) A B C D E F G H IJKLM 8 12 4X6(B1) 2X4 3X6 3X6 5X6 3X6 4X8 5X6 3X6 3X6 3X6 2X4 4X6(B1) **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L #1&Bet.; W1 2x4 DF-L Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1789 /- /- /677 /112 /230 H 1789 /- /- /677 /112 /- Wind reactions based on MWFRS A Brg Width = - Min Req = - H Brg Width = - Min Req = - Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 397 -2772 B - C 423 -2511 C - D 401 -1876 D - E 375 -1447 Chords Tens. Comp. E - F 399 -1867 F - G 423 -2511 G - H 397 -2772 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - M 2203 -255 M - L 1842 -141 L - K 1445 -19 Chords Tens. Comp. K - J 1842 -141 J - I 1842 -141 I - H 2203 -255 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - M 163 -367 M - C 447 -57 C - L 206 -672 D - L 618 -120 D - K 136 -128 Webs Tens. Comp. K - E 615 -117 K - F 206 -670 F - I 446 -56 I - G 163 -367 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.40 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.115 L 999 240 VERT(CL): 0.173 L 999 180 HORZ(LL): 0.055 I - - HORZ(TL): 0.083 I - - Creep Factor: 2.0 Max TC CSI: 0.354 Max BC CSI: 0.442 Max Web CSI: 0.200 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G2 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126492 / T16 / COMN FROM: BF DRW: ... / ... 03/19/2020 W1 W1 34' (J)Supporting Member: (2)(J)Supporting Member: (2) 5'5"4 5'5"4 10'5"10 5'0"6 15'6" 5'0"6 18'6" 3' 23'6"6 5'0"6 28'6"12 5'0"6 34' 5'5"4 7'11"7 7'11"7 15'6" 7'6"9 18'6" 3' 26'0"9 7'6"9 34' 7'11"7 4"7 10 ' 8 " 7 (a)(a) A B C D E F G H IJKLM 8 12 4X6(B1) 2X4 3X6 3X6 5X6 3X6 4X8 5X6 3X6 3X6 3X6 2X4 4X6(B1) - F A L L C R E E K H O M E SM T T M P A N O G A S - F A L L C R E E K H O M E S **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L #1&Bet.; W1,W2,W3,W4,W5,W6, W15 2x4 DF-L Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 3X6 except as noted. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL S 1802 /- /- /627 /79 /224 K 1787 /- /- /683 /63 /- Wind reactions based on MWFRS S Brg Width = - Min Req = - K Brg Width = - Min Req = - Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 125 -1784 B - C 248 -3388 C - D 390 -4412 D - E 276 -2402 E - F 327 -1912 Chords Tens. Comp. F - G 321 -1743 G - H 279 -1446 H - I 284 -1865 I - J 312 -2508 J - K 285 -2769 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 242 -289 R - Q 2080 -69 Q - P 2433 -106 P - O 2313 0 Chords Tens. Comp. O - N 1530 0 N - M 1433 0 M - L 1839 -47 L - K 2201 -163 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - S 141 -1696 A - R 2482 -175 R - B 158 -1697 B - Q 1968 -143 Q - C 278 -2595 Q - D 1688 -109 D - P 181 -767 E - P 1922 -39 E - O 156 -1981 Webs Tens. Comp. O - F 716 -170 F - N 189 -746 G - N 727 -191 G - M 152 -113 M - H 589 -99 M - I 209 -668 I - L 446 -60 L - J 165 -368 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.40 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.216 P 999 240 VERT(CL): 0.326 P 999 180 HORZ(LL): 0.131 L - - HORZ(TL): 0.197 L - - Creep Factor: 2.0 Max TC CSI: 0.595 Max BC CSI: 0.510 Max Web CSI: 0.830 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G3 Ply: 1 Qty: 4 Wgt: 0.0 lbs SEQN: 126494 / T10 / COMN FROM: BF DRW: ... / ... 03/19/2020 W1 W2W3 W4 W3 W5 W6 W15 34' (J)Supporting Member: (2)(J)Supporting Member: (2) 1'11"8 1'11"8 3'10"8 1'11" 8'2"8 4'4" 12'6"8 4'4" 14'0"8 1'6" 15'6" 1'5"8 18'6" 3' 23'6"6 5'0"6 28'6"12 5'0"6 34' 5'5"4 5"8 5"8 1'11"8 1'6" 3'10"8 1'11" 12'6"8 8'8" 14'0"8 1'6" 15'6" 1'5"8 18'6" 3' 26'0"9 7'6"9 34' 7'11"7 2'1 1 " 7 4"71' 10 ' 8 " 7 (a) (a) (a) A B C D E F G H I J K LMNO PQR S 8 12 8 12 4X8 4X6 5X8(SRS)(R) 5X6 6X10 6X6(SRS) 4X6 5X8 6X10(SRS) 6X6 5X6 4X8 5X6 2X4 4X6(B1) **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L #1&Bet.; W1,W2,W3,W4,W5,W6, W15 2x4 DF-L Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 3X6 except as noted. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL S 1802 /- /- /627 /79 /224 K 1787 /- /- /683 /63 /- Wind reactions based on MWFRS S Brg Width = - Min Req = - K Brg Width = - Min Req = - Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 125 -1784 B - C 248 -3388 C - D 390 -4412 D - E 276 -2402 E - F 327 -1912 Chords Tens. Comp. F - G 321 -1743 G - H 279 -1446 H - I 284 -1865 I - J 312 -2508 J - K 285 -2769 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 242 -289 R - Q 2080 -69 Q - P 2433 -106 P - O 2313 0 Chords Tens. Comp. O - N 1530 0 N - M 1433 0 M - L 1839 -47 L - K 2201 -163 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - S 141 -1696 A - R 2482 -175 R - B 158 -1697 B - Q 1968 -143 Q - C 278 -2595 Q - D 1688 -109 D - P 181 -767 E - P 1922 -39 E - O 156 -1981 Webs Tens. Comp. O - F 716 -170 F - N 189 -746 G - N 727 -191 G - M 152 -113 M - H 589 -99 M - I 209 -668 I - L 446 -60 L - J 165 -368 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.40 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.216 P 999 240 VERT(CL): 0.326 P 999 180 HORZ(LL): 0.131 L - - HORZ(TL): 0.197 L - - Creep Factor: 2.0 Max TC CSI: 0.595 Max BC CSI: 0.510 Max Web CSI: 0.830 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G3 Ply: 1 Qty: 4 Wgt: 0.0 lbs SEQN: 126494 / T10 / COMN FROM: BF DRW: ... / ... 03/19/2020 W1 W2W3 W4 W3 W5 W6 W15 34' (J)Supporting Member: (2)(J)Supporting Member: (2) 1'11"8 1'11"8 3'10"8 1'11" 8'2"8 4'4" 12'6"8 4'4" 14'0"8 1'6" 15'6" 1'5"8 18'6" 3' 23'6"6 5'0"6 28'6"12 5'0"6 34' 5'5"4 5"8 5"8 1'11"8 1'6" 3'10"8 1'11" 12'6"8 8'8" 14'0"8 1'6" 15'6" 1'5"8 18'6" 3' 26'0"9 7'6"9 34' 7'11"7 2'1 1 " 7 4"71' 10 ' 8 " 7 (a) (a) (a) A B C D E F G H I J K LMNO PQR S 8 12 8 12 4X8 4X6 5X8(SRS)(R) 5X6 6X10 6X6(SRS) 4X6 5X8 6X10(SRS) 6X6 5X6 4X8 5X6 2X4 4X6(B1) - F A L L C R E E K H O M E SM T T M P A N O G A S - F A L L C R E E K H O M E S **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L #1&Bet.; W1 2x4 DF-L Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1788 /- /- /680 /67 /257 I 1919 /- /- /751 /86 /- Wind reactions based on MWFRS A Brg Width = - Min Req = - I Brg Width = 5.5 Min Req = 2.0 Bearing I Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 292 -2770 B - C 318 -2509 C - D 294 -1874 D - E 284 -1446 E - F 291 -1866 Chords Tens. Comp. F - G 310 -2408 G - H 290 -2502 H - I 283 -2764 I - J 70 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - O 2202 -134 O - N 1841 -18 N - M 1443 0 Chords Tens. Comp. M - L 1838 -16 L - K 1838 -16 K - I 2194 -124 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 165 -367 O - C 447 -60 C - N 210 -673 D - N 617 -122 D - M 134 -127 Webs Tens. Comp. M - E 614 -119 M - F 205 -667 F - K 438 -49 K - H 157 -363 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.40 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.116 N 999 240 VERT(CL): 0.174 N 999 180 HORZ(LL): 0.057 K - - HORZ(TL): 0.085 K - - Creep Factor: 2.0 Max TC CSI: 0.442 Max BC CSI: 0.473 Max Web CSI: 0.200 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G4 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126497 / T1 / COMN FROM: BF DRW: ... / ... 03/19/2020 W1 W1 34' (J)Supporting Member: (2) 5'5"4 5'5"4 10'5"10 5'0"6 15'6" 5'0"6 18'6" 3' 23'6"6 5'0"6 28'6"12 5'0"6 34' 5'5"4 7'11"7 7'11"7 15'6" 7'6"9 18'6" 3' 26'0"9 7'6"9 34' 7'11"7 1'4" 4"7 10 ' 8 " 7 11 ' 6 " 1 4 (a)(a) A B C D E F G H I JKLMNO 8 12 4X6(B1) 2X4 3X6 3X6 5X6 3X6 4X8 5X6 3X6 3X6 3X6 3X6 2X4 5X6(B9RT) **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L #1&Bet.; W1 2x4 DF-L Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1788 /- /- /680 /67 /257 I 1919 /- /- /751 /86 /- Wind reactions based on MWFRS A Brg Width = - Min Req = - I Brg Width = 5.5 Min Req = 2.0 Bearing I Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 292 -2770 B - C 318 -2509 C - D 294 -1874 D - E 284 -1446 E - F 291 -1866 Chords Tens. Comp. F - G 310 -2408 G - H 290 -2502 H - I 283 -2764 I - J 70 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - O 2202 -134 O - N 1841 -18 N - M 1443 0 Chords Tens. Comp. M - L 1838 -16 L - K 1838 -16 K - I 2194 -124 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 165 -367 O - C 447 -60 C - N 210 -673 D - N 617 -122 D - M 134 -127 Webs Tens. Comp. M - E 614 -119 M - F 205 -667 F - K 438 -49 K - H 157 -363 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.40 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.116 N 999 240 VERT(CL): 0.174 N 999 180 HORZ(LL): 0.057 K - - HORZ(TL): 0.085 K - - Creep Factor: 2.0 Max TC CSI: 0.442 Max BC CSI: 0.473 Max Web CSI: 0.200 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G4 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126497 / T1 / COMN FROM: BF DRW: ... / ... 03/19/2020 W1 W1 34' (J)Supporting Member: (2) 5'5"4 5'5"4 10'5"10 5'0"6 15'6" 5'0"6 18'6" 3' 23'6"6 5'0"6 28'6"12 5'0"6 34' 5'5"4 7'11"7 7'11"7 15'6" 7'6"9 18'6" 3' 26'0"9 7'6"9 34' 7'11"7 1'4" 4"7 10 ' 8 " 7 11 ' 6 " 1 4 (a)(a) A B C D E F G H I JKLMNO 8 12 4X6(B1) 2X4 3X6 3X6 5X6 3X6 4X8 5X6 3X6 3X6 3X6 3X6 2X4 5X6(B9RT) - F A L L C R E E K H O M E SM T T M P A N O G A S - F A L L C R E E K H O M E S **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L #1&Bet.; W1 2x4 DF-L Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1789 /- /- /677 /112 /257 I 1918 /- /- /747 /130 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req = 1.6 I Brg Width = 5.5 Min Req = 2.0 Bearings A & I Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 394 -2762 B - C 420 -2500 C - D 399 -1872 D - E 372 -1444 E - F 396 -1864 Chords Tens. Comp. F - G 412 -2406 G - H 392 -2500 H - I 386 -2762 I - J 70 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - O 2192 -218 O - N 1837 -104 N - M 1441 0 Chords Tens. Comp. M - L 1837 -102 L - K 1837 -102 K - I 2193 -208 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 163 -362 O - C 439 -57 C - N 206 -669 D - N 616 -119 D - M 134 -127 Webs Tens. Comp. M - E 613 -116 M - F 202 -667 F - K 438 -47 K - H 156 -363 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.40 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.116 N 999 240 VERT(CL): 0.174 N 999 180 HORZ(LL): 0.057 K - - HORZ(TL): 0.085 K - - Creep Factor: 2.0 Max TC CSI: 0.442 Max BC CSI: 0.473 Max Web CSI: 0.200 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G5 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126500 / T3 / COMN FROM: BF DRW: ... / ... 03/19/2020 W1 W1 34' 5'5"4 5'5"4 10'5"10 5'0"6 15'6" 5'0"6 18'6" 3' 23'6"6 5'0"6 28'6"12 5'0"6 34' 5'5"4 7'11"7 7'11"7 15'6" 7'6"9 18'6" 3' 26'0"9 7'6"9 34' 7'11"7 1'4" 4"7 10 ' 8 " 7 11 ' 6 " 1 4 (a)(a) A B C D E F G H I JKLMNO 8 12 4X6(B1) 2X4 3X6 3X6 5X6 3X6 4X8 5X6 3X6 3X6 3X6 3X6 2X4 5X6(B9RT) **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L #1&Bet.; W1 2x4 DF-L Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1789 /- /- /677 /112 /257 I 1918 /- /- /747 /130 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req = 1.6 I Brg Width = 5.5 Min Req = 2.0 Bearings A & I Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 394 -2762 B - C 420 -2500 C - D 399 -1872 D - E 372 -1444 E - F 396 -1864 Chords Tens. Comp. F - G 412 -2406 G - H 392 -2500 H - I 386 -2762 I - J 70 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - O 2192 -218 O - N 1837 -104 N - M 1441 0 Chords Tens. Comp. M - L 1837 -102 L - K 1837 -102 K - I 2193 -208 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 163 -362 O - C 439 -57 C - N 206 -669 D - N 616 -119 D - M 134 -127 Webs Tens. Comp. M - E 613 -116 M - F 202 -667 F - K 438 -47 K - H 156 -363 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.40 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.116 N 999 240 VERT(CL): 0.174 N 999 180 HORZ(LL): 0.057 K - - HORZ(TL): 0.085 K - - Creep Factor: 2.0 Max TC CSI: 0.442 Max BC CSI: 0.473 Max Web CSI: 0.200 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G5 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126500 / T3 / COMN FROM: BF DRW: ... / ... 03/19/2020 W1 W1 34' 5'5"4 5'5"4 10'5"10 5'0"6 15'6" 5'0"6 18'6" 3' 23'6"6 5'0"6 28'6"12 5'0"6 34' 5'5"4 7'11"7 7'11"7 15'6" 7'6"9 18'6" 3' 26'0"9 7'6"9 34' 7'11"7 1'4" 4"7 10 ' 8 " 7 11 ' 6 " 1 4 (a)(a) A B C D E F G H I JKLMNO 8 12 4X6(B1) 2X4 3X6 3X6 5X6 3X6 4X8 5X6 3X6 3X6 3X6 3X6 2X4 5X6(B9RT) - F A L L C R E E K H O M E SM T T M P A N O G A S - F A L L C R E E K H O M E S **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L #1&Bet.; W1 2x4 DF-L Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1918 /- /- /747 /130 /272 K 1918 /- /- /747 /130 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req = 2.0 K Brg Width = 5.5 Min Req = 2.0 Bearings B & K Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 70 0 B - C 382 -2762 C - D 387 -2501 D - E 409 -2424 E - F 395 -1872 F - G 369 -1444 Chords Tens. Comp. G - H 392 -1864 H - I 409 -2406 I - J 389 -2500 J - K 382 -2762 K - L 70 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 2192 -199 Q - P 1837 -97 P - O 1441 0 Chords Tens. Comp. O - N 1837 -99 N - M 1837 -99 M - K 2193 -205 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 156 -362 Q - E 439 -48 E - P 203 -669 F - P 616 -117 F - O 134 -126 Webs Tens. Comp. O - G 613 -114 O - H 202 -667 H - M 439 -47 M - J 156 -363 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.40 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.118 P 999 240 VERT(CL): 0.175 P 999 180 HORZ(LL): 0.057 M - - HORZ(TL): 0.085 M - - Creep Factor: 2.0 Max TC CSI: 0.443 Max BC CSI: 0.473 Max Web CSI: 0.198 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G6 Ply: 1 Qty: 3 Wgt: 0.0 lbs SEQN: 126503 / T37 / COMN FROM: BF DRW: ... / ... 03/19/2020 W1 W1 34' 5'5"4 5'5"4 10'5"10 5'0"6 15'6" 5'0"6 18'6" 3' 23'6"6 5'0"6 28'6"12 5'0"6 34' 5'5"4 7'11"7 7'11"7 15'6" 7'6"9 18'6" 3' 26'0"9 7'6"9 34' 7'11"71'4"1'4" 4"7 10 ' 8 " 7 11 ' 6 " 1 4 (a)(a) A B C D E F G H I J K LMNOPQ 8 12 5X6(B9RT) 2X4 3X6 3X6 3X6 5X6 3X6 4X8 5X6 3X6 3X6 3X6 3X6 2X4 5X6(B9RT) **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L #1&Bet.; W1 2x4 DF-L Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1918 /- /- /747 /130 /272 K 1918 /- /- /747 /130 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req = 2.0 K Brg Width = 5.5 Min Req = 2.0 Bearings B & K Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 70 0 B - C 382 -2762 C - D 387 -2501 D - E 409 -2424 E - F 395 -1872 F - G 369 -1444 Chords Tens. Comp. G - H 392 -1864 H - I 409 -2406 I - J 389 -2500 J - K 382 -2762 K - L 70 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 2192 -199 Q - P 1837 -97 P - O 1441 0 Chords Tens. Comp. O - N 1837 -99 N - M 1837 -99 M - K 2193 -205 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 156 -362 Q - E 439 -48 E - P 203 -669 F - P 616 -117 F - O 134 -126 Webs Tens. Comp. O - G 613 -114 O - H 202 -667 H - M 439 -47 M - J 156 -363 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.40 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.118 P 999 240 VERT(CL): 0.175 P 999 180 HORZ(LL): 0.057 M - - HORZ(TL): 0.085 M - - Creep Factor: 2.0 Max TC CSI: 0.443 Max BC CSI: 0.473 Max Web CSI: 0.198 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G6 Ply: 1 Qty: 3 Wgt: 0.0 lbs SEQN: 126503 / T37 / COMN FROM: BF DRW: ... / ... 03/19/2020 W1 W1 34' 5'5"4 5'5"4 10'5"10 5'0"6 15'6" 5'0"6 18'6" 3' 23'6"6 5'0"6 28'6"12 5'0"6 34' 5'5"4 7'11"7 7'11"7 15'6" 7'6"9 18'6" 3' 26'0"9 7'6"9 34' 7'11"71'4"1'4" 4"7 10 ' 8 " 7 11 ' 6 " 1 4 (a)(a) A B C D E F G H I J K LMNOPQ 8 12 5X6(B9RT) 2X4 3X6 3X6 3X6 5X6 3X6 4X8 5X6 3X6 3X6 3X6 3X6 2X4 5X6(B9RT) - F A L L C R E E K H O M E SM T T M P A N O G A S - F A L L C R E E K H O M E S **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L #1&Bet.; W1 2x4 DF-L Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1918 /- /- /747 /130 /257 J 1789 /- /- /677 /112 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req = 2.0 J Brg Width = 5.5 Min Req = 1.6 Bearings B & J Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 70 0 B - C 385 -2762 C - D 390 -2501 D - E 412 -2424 E - F 398 -1872 Chords Tens. Comp. F - G 373 -1444 G - H 396 -1863 H - I 420 -2500 I - J 393 -2762 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 2192 -242 O - N 1837 -136 N - M 1441 -17 Chords Tens. Comp. M - L 1837 -139 L - K 1837 -139 K - J 2192 -252 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 156 -362 O - E 439 -47 E - N 202 -669 F - N 616 -118 F - M 136 -126 Webs Tens. Comp. M - G 613 -115 M - H 205 -667 H - K 438 -55 K - I 163 -363 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.40 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.117 N 999 240 VERT(CL): 0.174 N 999 180 HORZ(LL): 0.056 K - - HORZ(TL): 0.083 K - - Creep Factor: 2.0 Max TC CSI: 0.443 Max BC CSI: 0.472 Max Web CSI: 0.198 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G7 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126506 / T24 / COMN FROM: BF DRW: ... / ... 03/19/2020 W1 W1 34' 5'5"4 5'5"4 10'5"10 5'0"6 15'6" 5'0"6 18'6" 3' 23'6"6 5'0"6 28'6"12 5'0"6 34' 5'5"4 7'11"7 7'11"7 15'6" 7'6"9 18'6" 3' 26'0"9 7'6"9 34' 7'11"71'4" 4"7 10 ' 8 " 7 11 ' 6 " 1 4 (a)(a) A B C D E F G H I J KLMNO 8 12 5X6(B9RT) 2X4 3X6 3X6 3X6 5X6 3X6 4X8 5X6 3X6 3X6 3X6 2X4 4X6(B1) **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L #1&Bet.; W1 2x4 DF-L Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1918 /- /- /747 /130 /257 J 1789 /- /- /677 /112 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req = 2.0 J Brg Width = 5.5 Min Req = 1.6 Bearings B & J Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 70 0 B - C 385 -2762 C - D 390 -2501 D - E 412 -2424 E - F 398 -1872 Chords Tens. Comp. F - G 373 -1444 G - H 396 -1863 H - I 420 -2500 I - J 393 -2762 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 2192 -242 O - N 1837 -136 N - M 1441 -17 Chords Tens. Comp. M - L 1837 -139 L - K 1837 -139 K - J 2192 -252 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - O 156 -362 O - E 439 -47 E - N 202 -669 F - N 616 -118 F - M 136 -126 Webs Tens. Comp. M - G 613 -115 M - H 205 -667 H - K 438 -55 K - I 163 -363 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.40 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.117 N 999 240 VERT(CL): 0.174 N 999 180 HORZ(LL): 0.056 K - - HORZ(TL): 0.083 K - - Creep Factor: 2.0 Max TC CSI: 0.443 Max BC CSI: 0.472 Max Web CSI: 0.198 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G7 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126506 / T24 / COMN FROM: BF DRW: ... / ... 03/19/2020 W1 W1 34' 5'5"4 5'5"4 10'5"10 5'0"6 15'6" 5'0"6 18'6" 3' 23'6"6 5'0"6 28'6"12 5'0"6 34' 5'5"4 7'11"7 7'11"7 15'6" 7'6"9 18'6" 3' 26'0"9 7'6"9 34' 7'11"71'4" 4"7 10 ' 8 " 7 11 ' 6 " 1 4 (a)(a) A B C D E F G H I J KLMNO 8 12 5X6(B9RT) 2X4 3X6 3X6 3X6 5X6 3X6 4X8 5X6 3X6 3X6 3X6 2X4 4X6(B1) - F A L L C R E E K H O M E SM T T M P A N O G A S - F A L L C R E E K H O M E S **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; T1 2x4 DF-L 2400f-2.0E; Bot chord: 2x4 DF-L #1&Bet.; B1 2x4 DF-L 2400f-2.0E; Webs: 2x4 DF-L Stud; W5,W6,W7,W8, W9 2x4 DF-L #1&Bet.; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1931 /- /- /752 /127 /257 J 1795 /- /- /683 /108 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req = 1.8 J Brg Width = 5.5 Min Req = 1.6 Bearings B & J Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 70 0 B - C 569 -4878 C - D 475 -4268 D - E 501 -4212 E - F 405 -2288 Chords Tens. Comp. F - G 368 -1607 G - H 418 -2015 H - I 384 -2190 I - J 374 -2752 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 4107 -415 P - O 4148 -421 O - N 3606 -227 N - M 1893 -19 Chords Tens. Comp. M - L 1791 -94 L - K 2166 -223 K - J 2168 -223 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - C 134 -54 C - O 179 -461 O - E 2588 -168 E - N 305 -2545 N - F 1488 -131 F - M 88 -634 Webs Tens. Comp. M - G 852 -172 M - H 179 -247 L - H 85 -140 L - I 175 -588 I - K 232 0 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.40 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.355 O 999 240 VERT(CL): 0.532 O 760 180 HORZ(LL): 0.248 K - - HORZ(TL): 0.372 K - - Creep Factor: 2.0 Max TC CSI: 0.746 Max BC CSI: 0.849 Max Web CSI: 0.866 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G8 Ply: 1 Qty: 2 Wgt: 0.0 lbs SEQN: 126509 / T34 / COMN FROM: BF DRW: ... / ... 03/19/2020 T1 B1 W5 W6 W7 W8 W9 34' 5'8"5 5'8"5 10'11"12 5'3"7 15'6" 4'6"4 18'6" 3' 21'6" 3' 27'6"9 6'0"9 34' 6'5"7 5"8 5"8 5'8"5 5'2"13 10'11"12 5'3"7 15'6" 4'6"4 18'6" 3' 21'6" 3' 27'6"9 6'0"9 34' 6'5"71'4" 4"7 3'6 " 1 10 ' 8 " 7 11 ' 6 " 1 4 (a) (a) (a) A B C D E F G H I J KL M N O P 8 12 4 12 4X8(F2T) 2X4 3X6 3X6 8X8 6X10 5X6 5X6 4X8 5X6 5X8 3X6 3X6 2X4 4X6(B1) **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; T1 2x4 DF-L 2400f-2.0E; Bot chord: 2x4 DF-L #1&Bet.; B1 2x4 DF-L 2400f-2.0E; Webs: 2x4 DF-L Stud; W5,W6,W7,W8, W9 2x4 DF-L #1&Bet.; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1931 /- /- /752 /127 /257 J 1795 /- /- /683 /108 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req = 1.8 J Brg Width = 5.5 Min Req = 1.6 Bearings B & J Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 70 0 B - C 569 -4878 C - D 475 -4268 D - E 501 -4212 E - F 405 -2288 Chords Tens. Comp. F - G 368 -1607 G - H 418 -2015 H - I 384 -2190 I - J 374 -2752 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 4107 -415 P - O 4148 -421 O - N 3606 -227 N - M 1893 -19 Chords Tens. Comp. M - L 1791 -94 L - K 2166 -223 K - J 2168 -223 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - C 134 -54 C - O 179 -461 O - E 2588 -168 E - N 305 -2545 N - F 1488 -131 F - M 88 -634 Webs Tens. Comp. M - G 852 -172 M - H 179 -247 L - H 85 -140 L - I 175 -588 I - K 232 0 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.40 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.355 O 999 240 VERT(CL): 0.532 O 760 180 HORZ(LL): 0.248 K - - HORZ(TL): 0.372 K - - Creep Factor: 2.0 Max TC CSI: 0.746 Max BC CSI: 0.849 Max Web CSI: 0.866 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G8 Ply: 1 Qty: 2 Wgt: 0.0 lbs SEQN: 126509 / T34 / COMN FROM: BF DRW: ... / ... 03/19/2020 T1 B1 W5 W6 W7 W8 W9 34' 5'8"5 5'8"5 10'11"12 5'3"7 15'6" 4'6"4 18'6" 3' 21'6" 3' 27'6"9 6'0"9 34' 6'5"7 5"8 5"8 5'8"5 5'2"13 10'11"12 5'3"7 15'6" 4'6"4 18'6" 3' 21'6" 3' 27'6"9 6'0"9 34' 6'5"71'4" 4"7 3'6 " 1 10 ' 8 " 7 11 ' 6 " 1 4 (a) (a) (a) A B C D E F G H I J KL M N O P 8 12 4 12 4X8(F2T) 2X4 3X6 3X6 8X8 6X10 5X6 5X6 4X8 5X6 5X8 3X6 3X6 2X4 4X6(B1) - F A L L C R E E K H O M E SM T T M P A N O G A S - F A L L C R E E K H O M E S **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L #1&Bet.; W1,W2,W3,W4, W11 2x4 DF-L Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1610 /- /- /642 /100 /233 P 1511 /- /0 /527 /97 /0 Wind reactions based on MWFRS B Brg Width = 5.5 Min Req = 1.6 P Brg Width = 5.5 Min Req = 1.6 Bearings B & P Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 70 0 B - C 537 -3887 C - D 447 -3188 D - E 473 -3131 Chords Tens. Comp. E - F 330 -1576 F - G 283 -980 G - H 331 -1304 H - I 208 -1191 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 3257 -526 O - N 3287 -532 N - M 2667 -341 Chords Tens. Comp. M - L 1268 -92 L - K 939 -103 K - J 4 -9 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - C 153 -19 C - N 175 -548 N - E 2021 -240 E - M 364 -2069 M - F 1203 -160 F - L 88 -765 Webs Tens. Comp. L - G 515 -148 L - H 255 -65 K - H 168 -885 K - I 1012 -100 I - J 215 -1342 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.272 N 999 240 VERT(CL): 0.408 N 812 180 HORZ(LL): 0.185 J - - HORZ(TL): 0.278 J - - Creep Factor: 2.0 Max TC CSI: 0.806 Max BC CSI: 0.941 Max Web CSI: 0.676 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G9 Ply: 1 Qty: 3 Wgt: 0.0 lbs SEQN: 126569 / T21 / COMN FROM: BF DRW: ... / ... 03/19/2020 W1 W2 W3 W4 W11 28'2"15 5'8"5 5'8"5 10'11"12 5'3"7 15'6" 4'6"4 18'6" 3' 21'6" 3' 28'2"15 6'8"15 5"8 5"8 5'8"5 5'2"13 10'11"12 5'3"7 15'6" 4'6"4 18'6" 3' 21'6" 3' 28'2"15 6'8"151'4" 4"7 4'2 " 8 3'6 " 1 10 ' 8 " 7 11 ' 6 " 1 4 (a) (a) (a) A B C D E F G H I JK L M N O P 8 12 4 12 4X6(F1T) 2X4 3X6 3X6 6X6 5X8 4X6 4X6 4X8 4X6 6X10 3X6 3X6(R) 3X6 **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L #1&Bet.; W1,W2,W3,W4, W11 2x4 DF-L Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1610 /- /- /642 /100 /233 P 1511 /- /0 /527 /97 /0 Wind reactions based on MWFRS B Brg Width = 5.5 Min Req = 1.6 P Brg Width = 5.5 Min Req = 1.6 Bearings B & P Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 70 0 B - C 537 -3887 C - D 447 -3188 D - E 473 -3131 Chords Tens. Comp. E - F 330 -1576 F - G 283 -980 G - H 331 -1304 H - I 208 -1191 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 3257 -526 O - N 3287 -532 N - M 2667 -341 Chords Tens. Comp. M - L 1268 -92 L - K 939 -103 K - J 4 -9 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - C 153 -19 C - N 175 -548 N - E 2021 -240 E - M 364 -2069 M - F 1203 -160 F - L 88 -765 Webs Tens. Comp. L - G 515 -148 L - H 255 -65 K - H 168 -885 K - I 1012 -100 I - J 215 -1342 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.272 N 999 240 VERT(CL): 0.408 N 812 180 HORZ(LL): 0.185 J - - HORZ(TL): 0.278 J - - Creep Factor: 2.0 Max TC CSI: 0.806 Max BC CSI: 0.941 Max Web CSI: 0.676 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G9 Ply: 1 Qty: 3 Wgt: 0.0 lbs SEQN: 126569 / T21 / COMN FROM: BF DRW: ... / ... 03/19/2020 W1 W2 W3 W4 W11 28'2"15 5'8"5 5'8"5 10'11"12 5'3"7 15'6" 4'6"4 18'6" 3' 21'6" 3' 28'2"15 6'8"15 5"8 5"8 5'8"5 5'2"13 10'11"12 5'3"7 15'6" 4'6"4 18'6" 3' 21'6" 3' 28'2"15 6'8"151'4" 4"7 4'2 " 8 3'6 " 1 10 ' 8 " 7 11 ' 6 " 1 4 (a) (a) (a) A B C D E F G H I JK L M N O P 8 12 4 12 4X6(F1T) 2X4 3X6 3X6 6X6 5X8 4X6 4X6 4X8 4X6 6X10 3X6 3X6(R) 3X6 - F A L L C R E E K H O M E SM T T M P A N O G A S - F A L L C R E E K H O M E S **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L #1&Bet.; W1,W2,W3,W4, W11 2x4 DF-L Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1636 /- /- /651 /101 /233 J 1486 /- /- /515 /96 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req = 1.6 J Brg Width = - Min Req = - Bearing B Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 70 0 B - C 548 -3966 C - D 458 -3274 D - E 485 -3217 Chords Tens. Comp. E - F 338 -1634 F - G 289 -1026 G - H 339 -1358 H - I 222 -1296 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 3325 -535 O - N 3356 -542 N - M 2741 -351 Chords Tens. Comp. M - L 1324 -100 L - K 1010 -113 K - J 20 -5 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - C 151 -22 C - N 174 -541 N - E 2064 -245 E - M 369 -2105 M - F 1243 -166 F - L 89 -772 Webs Tens. Comp. L - G 543 -152 L - H 180 -87 K - H 151 -763 K - I 1085 -110 I - J 227 -1437 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.257 N 999 240 VERT(CL): 0.385 N 875 180 HORZ(LL): 0.190 J - - HORZ(TL): 0.285 J - - Creep Factor: 2.0 Max TC CSI: 0.824 Max BC CSI: 0.963 Max Web CSI: 0.691 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G10 Ply: 1 Qty: 2 Wgt: 0.0 lbs SEQN: 126574 / T29 / COMN FROM: BF DRW: ... / ... 03/19/2020 W1 W2 W3 W4 W11 28'3" (J)Supporting Member: (2) 5'8"5 5'8"5 10'11"12 5'3"7 15'6" 4'6"4 18'6" 3' 21'6" 3' 28'3" 6'9" 5"8 5"8 5'8"5 5'2"13 10'11"12 5'3"7 15'6" 4'6"4 18'6" 3' 21'6" 3' 28'3" 6'9"1'4" 4"7 4'2 " 7 3'6 " 1 10 ' 8 " 7 11 ' 6 " 1 4 (a) (a) (a) A B C D E F G H I JK L M N O 8 12 4 12 5X6(F1T) 2X4 3X6 3X6 6X6 5X8 4X6 4X6 4X8 4X6 4X8 3X6 3X6(R) 3X6 **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L #1&Bet.; W1,W2,W3,W4, W11 2x4 DF-L Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1636 /- /- /651 /101 /233 J 1486 /- /- /515 /96 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req = 1.6 J Brg Width = - Min Req = - Bearing B Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 70 0 B - C 548 -3966 C - D 458 -3274 D - E 485 -3217 Chords Tens. Comp. E - F 338 -1634 F - G 289 -1026 G - H 339 -1358 H - I 222 -1296 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 3325 -535 O - N 3356 -542 N - M 2741 -351 Chords Tens. Comp. M - L 1324 -100 L - K 1010 -113 K - J 20 -5 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - C 151 -22 C - N 174 -541 N - E 2064 -245 E - M 369 -2105 M - F 1243 -166 F - L 89 -772 Webs Tens. Comp. L - G 543 -152 L - H 180 -87 K - H 151 -763 K - I 1085 -110 I - J 227 -1437 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.257 N 999 240 VERT(CL): 0.385 N 875 180 HORZ(LL): 0.190 J - - HORZ(TL): 0.285 J - - Creep Factor: 2.0 Max TC CSI: 0.824 Max BC CSI: 0.963 Max Web CSI: 0.691 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G10 Ply: 1 Qty: 2 Wgt: 0.0 lbs SEQN: 126574 / T29 / COMN FROM: BF DRW: ... / ... 03/19/2020 W1 W2 W3 W4 W11 28'3" (J)Supporting Member: (2) 5'8"5 5'8"5 10'11"12 5'3"7 15'6" 4'6"4 18'6" 3' 21'6" 3' 28'3" 6'9" 5"8 5"8 5'8"5 5'2"13 10'11"12 5'3"7 15'6" 4'6"4 18'6" 3' 21'6" 3' 28'3" 6'9"1'4" 4"7 4'2 " 7 3'6 " 1 10 ' 8 " 7 11 ' 6 " 1 4 (a) (a) (a) A B C D E F G H I JK L M N O 8 12 4 12 5X6(F1T) 2X4 3X6 3X6 6X6 5X8 4X6 4X6 4X8 4X6 4X8 3X6 3X6(R) 3X6 - F A L L C R E E K H O M E SM T T M P A N O G A S - F A L L C R E E K H O M E S **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L #1&Bet.; W1,W2,W3,W4, W11 2x4 DF-L Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1506 /- /- /581 /83 /218 H 1486 /- /- /515 /97 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req = 1.5 H Brg Width = - Min Req = - Bearing A Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 570 -3965 B - C 493 -3274 C - D 340 -1634 Chords Tens. Comp. D - E 291 -1026 E - F 340 -1358 F - G 223 -1296 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - M 3324 -558 M - L 3355 -563 L - K 2741 -357 Chords Tens. Comp. K - J 1324 -102 J - I 1010 -114 I - H 20 -5 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - B 154 -9 B - L 189 -540 L - C 2064 -254 C - K 374 -2105 K - D 1243 -169 D - J 91 -772 Webs Tens. Comp. J - E 543 -154 J - F 182 -87 I - F 152 -763 I - G 1085 -111 G - H 229 -1437 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.253 L 999 240 VERT(CL): 0.383 L 881 180 HORZ(LL): 0.187 H - - HORZ(TL): 0.283 H - - Creep Factor: 2.0 Max TC CSI: 0.761 Max BC CSI: 0.905 Max Web CSI: 0.690 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G11 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126576 / T33 / COMN FROM: BF DRW: ... / ... 03/19/2020 W1 W2 W3 W4 W11 28'3" (J)Supporting Member: (2) 5'8"5 5'8"5 10'11"12 5'3"7 15'6" 4'6"4 18'6" 3' 21'6" 3' 28'3" 6'9" 5"8 5"8 5'8"5 5'2"13 10'11"12 5'3"7 15'6" 4'6"4 18'6" 3' 21'6" 3' 28'3" 6'9" 4"7 4'2 " 7 3'6 " 1 10 ' 8 " 7 (a) (a) (a) A B C D E F G HI J K L M 8 12 4 12 4X6(F1) 2X4 3X6 6X6 5X8 4X6 4X6 4X8 4X6 4X8 3X6 3X6(R) 3X6 **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L #1&Bet.; W1,W2,W3,W4, W11 2x4 DF-L Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1506 /- /- /581 /83 /218 H 1486 /- /- /515 /97 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req = 1.5 H Brg Width = - Min Req = - Bearing A Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 570 -3965 B - C 493 -3274 C - D 340 -1634 Chords Tens. Comp. D - E 291 -1026 E - F 340 -1358 F - G 223 -1296 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - M 3324 -558 M - L 3355 -563 L - K 2741 -357 Chords Tens. Comp. K - J 1324 -102 J - I 1010 -114 I - H 20 -5 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - B 154 -9 B - L 189 -540 L - C 2064 -254 C - K 374 -2105 K - D 1243 -169 D - J 91 -772 Webs Tens. Comp. J - E 543 -154 J - F 182 -87 I - F 152 -763 I - G 1085 -111 G - H 229 -1437 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.253 L 999 240 VERT(CL): 0.383 L 881 180 HORZ(LL): 0.187 H - - HORZ(TL): 0.283 H - - Creep Factor: 2.0 Max TC CSI: 0.761 Max BC CSI: 0.905 Max Web CSI: 0.690 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G11 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126576 / T33 / COMN FROM: BF DRW: ... / ... 03/19/2020 W1 W2 W3 W4 W11 28'3" (J)Supporting Member: (2) 5'8"5 5'8"5 10'11"12 5'3"7 15'6" 4'6"4 18'6" 3' 21'6" 3' 28'3" 6'9" 5"8 5"8 5'8"5 5'2"13 10'11"12 5'3"7 15'6" 4'6"4 18'6" 3' 21'6" 3' 28'3" 6'9" 4"7 4'2 " 7 3'6 " 1 10 ' 8 " 7 (a) (a) (a) A B C D E F G HI J K L M 8 12 4 12 4X6(F1) 2X4 3X6 6X6 5X8 4X6 4X6 4X8 4X6 4X8 3X6 3X6(R) 3X6 - F A L L C R E E K H O M E SM T T M P A N O G A S - F A L L C R E E K H O M E S **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L Stud; W5,W6,W7,W8,W9, W10 2x4 DF-L #1&Bet.; Bracing (a) Continuous lateral restraint equally spaced on member. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1183 /- /- /437 /64 /218 I 1651 /- /- /739 /101 /- H 293 /-117 /- /121 /101 /- Wind reactions based on MWFRS A Brg Width = - Min Req = - I Brg Width = 5.5 Min Req = 1.5 H Brg Width = - Min Req = - Bearing I Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 441 -2990 B - C 349 -2197 C - D 246 -924 Chords Tens. Comp. D - E 207 -404 E - F 241 -621 F - G 107 -283 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 2491 -448 N - M 2509 -451 M - L 1803 -232 L - K 698 -20 Chords Tens. Comp. K - J 138 -28 J - I 307 -1747 I - H 16 -5 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - B 177 0 B - M 203 -647 M - C 1500 -179 C - L 311 -1630 L - D 957 -134 D - K 110 -890 Webs Tens. Comp. K - E 176 -99 K - F 830 -35 J - F 230 -1437 J - G 2150 -346 I - G 383 -2157 G - H 120 -270 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.181 M 999 240 VERT(CL): 0.264 M 999 180 HORZ(LL): 0.134 J - - HORZ(TL): 0.202 J - - Creep Factor: 2.0 Max TC CSI: 0.532 Max BC CSI: 0.614 Max Web CSI: 0.602 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G12 Ply: 1 Qty: 5 Wgt: 0.0 lbs SEQN: 126578 / T35 / COMN FROM: BF DRW: ... / ... 03/19/2020 W5 W6 W7 W8 W9 W10 22'6"8 5'8"8 (J)Supporting Member: (2)(J)Supporting Member: (2) 5'8"5 5'8"5 10'11"12 5'3"7 15'6" 4'6"4 18'6" 3' 21'6" 3' 28'3" 6'9" 5"8 5"8 5'8"5 5'2"13 10'11"12 5'3"7 15'6" 4'6"4 18'6" 3' 21'6" 3' 22'9"4 1'3"4 28'3" 5'5"12 4"7 4'2 " 7 3'6 " 1 10 ' 8 " 7 (a) (a) (a) (a) A B C D E F G HIJ K L M N 8 12 4 12 3X6(F2) 2X4 3X6 6X6 5X6 4X6 5X6 4X8 4X6 8X8 4X6 3X6 4X12(R) 2X4 **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L Stud; W5,W6,W7,W8,W9, W10 2x4 DF-L #1&Bet.; Bracing (a) Continuous lateral restraint equally spaced on member. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1183 /- /- /437 /64 /218 I 1651 /- /- /739 /101 /- H 293 /-117 /- /121 /101 /- Wind reactions based on MWFRS A Brg Width = - Min Req = - I Brg Width = 5.5 Min Req = 1.5 H Brg Width = - Min Req = - Bearing I Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 441 -2990 B - C 349 -2197 C - D 246 -924 Chords Tens. Comp. D - E 207 -404 E - F 241 -621 F - G 107 -283 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 2491 -448 N - M 2509 -451 M - L 1803 -232 L - K 698 -20 Chords Tens. Comp. K - J 138 -28 J - I 307 -1747 I - H 16 -5 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - B 177 0 B - M 203 -647 M - C 1500 -179 C - L 311 -1630 L - D 957 -134 D - K 110 -890 Webs Tens. Comp. K - E 176 -99 K - F 830 -35 J - F 230 -1437 J - G 2150 -346 I - G 383 -2157 G - H 120 -270 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.181 M 999 240 VERT(CL): 0.264 M 999 180 HORZ(LL): 0.134 J - - HORZ(TL): 0.202 J - - Creep Factor: 2.0 Max TC CSI: 0.532 Max BC CSI: 0.614 Max Web CSI: 0.602 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G12 Ply: 1 Qty: 5 Wgt: 0.0 lbs SEQN: 126578 / T35 / COMN FROM: BF DRW: ... / ... 03/19/2020 W5 W6 W7 W8 W9 W10 22'6"8 5'8"8 (J)Supporting Member: (2)(J)Supporting Member: (2) 5'8"5 5'8"5 10'11"12 5'3"7 15'6" 4'6"4 18'6" 3' 21'6" 3' 28'3" 6'9" 5"8 5"8 5'8"5 5'2"13 10'11"12 5'3"7 15'6" 4'6"4 18'6" 3' 21'6" 3' 22'9"4 1'3"4 28'3" 5'5"12 4"7 4'2 " 7 3'6 " 1 10 ' 8 " 7 (a) (a) (a) (a) A B C D E F G HIJ K L M N 8 12 4 12 3X6(F2) 2X4 3X6 6X6 5X6 4X6 5X6 4X8 4X6 8X8 4X6 3X6 4X12(R) 2X4 - F A L L C R E E K H O M E SM T T M P A N O G A S - F A L L C R E E K H O M E S **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L Stud; M6,M7,M8,M9,M10, M11 2x4 DF-L #1&Bet.; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 2X4 except as noted. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A* 215 /- /- /73 /16 /21 AJ* 533 /- /- /253 /121 /- Wind reactions based on MWFRS A Brg Width = 249 Min Req = - AJ Brg Width = 26.5 Min Req = - Bearings A & AJ Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 449 -457 B - C 418 -364 C - D 385 -283 D - E 397 -220 E - F 406 -158 F - G 415 -127 G - H 425 -96 H - I 405 -65 Chords Tens. Comp. I - J 352 -31 J - K 354 -31 K - L 365 -41 L - M 428 -14 M - N 435 0 N - O 460 -27 O - P 313 -64 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A -AE 394 -358 AE-AD 406 -369 AD-AC 411 -374 AC-AB 414 -377 AB-AA 416 -380 AA- Z 418 -382 Z - Y 420 -383 Y - X 421 -384 Chords Tens. Comp. X - W 110 -260 W - V 109 -266 V - U 109 -266 U - T 109 -262 T - S 72 -36 S - R 27 -12 R - Q 6 -3 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. T -AG 175 -411 AF-AI 155 -370 Webs Tens. Comp. AH- P 110 -269 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AE 157 -327 C -AD 151 -372 D -AC 151 -375 E -AB 153 -387 F -AA 151 -392 G - Z 155 -398 Gables Tens. Comp. J - V 23 -631 U - L 51 -473 M - T 189 -421 AF- N 175 -464 AG- S 156 -424 AH- O 92 -190 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.038 O 846 240 VERT(CL): 0.057 O 572 180 HORZ(LL): 0.021 M - - HORZ(TL): 0.031 M - - Creep Factor: 2.0 Max TC CSI: 0.292 Max BC CSI: 0.436 Max Web CSI: 0.302 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G13 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126522 / T20 / GABL FROM: BF Page 1 of 2 DRW: ... / ... 03/19/2020 M6 M7 M8 M9 M10 M11 23'4'3" 1'7"8 2'(TYP) 1'5"12 15'6" 15'6" 18'6" 3' 27'3" 8'9" 27'3" 27'3" 4"7 4'1 0 " 7 10 ' 8 " 7 (a)(a)(a)(a) (a) A B C D E F G H I J K L M N O P QRSTUVWXYZAAABACADAE AF AG AH AI AJ 8 12 2X4(A1) 3X6 4X6 3X6 3X6 3X6 3X6 3X6 3X6 3X6 **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Webs: 2x4 DF-L Stud; M6,M7,M8,M9,M10, M11 2x4 DF-L #1&Bet.; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 2X4 except as noted. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A* 215 /- /- /73 /16 /21 AJ* 533 /- /- /253 /121 /- Wind reactions based on MWFRS A Brg Width = 249 Min Req = - AJ Brg Width = 26.5 Min Req = - Bearings A & AJ Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 449 -457 B - C 418 -364 C - D 385 -283 D - E 397 -220 E - F 406 -158 F - G 415 -127 G - H 425 -96 H - I 405 -65 Chords Tens. Comp. I - J 352 -31 J - K 354 -31 K - L 365 -41 L - M 428 -14 M - N 435 0 N - O 460 -27 O - P 313 -64 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A -AE 394 -358 AE-AD 406 -369 AD-AC 411 -374 AC-AB 414 -377 AB-AA 416 -380 AA- Z 418 -382 Z - Y 420 -383 Y - X 421 -384 Chords Tens. Comp. X - W 110 -260 W - V 109 -266 V - U 109 -266 U - T 109 -262 T - S 72 -36 S - R 27 -12 R - Q 6 -3 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. T -AG 175 -411 AF-AI 155 -370 Webs Tens. Comp. AH- P 110 -269 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AE 157 -327 C -AD 151 -372 D -AC 151 -375 E -AB 153 -387 F -AA 151 -392 G - Z 155 -398 Gables Tens. Comp. J - V 23 -631 U - L 51 -473 M - T 189 -421 AF- N 175 -464 AG- S 156 -424 AH- O 92 -190 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.038 O 846 240 VERT(CL): 0.057 O 572 180 HORZ(LL): 0.021 M - - HORZ(TL): 0.031 M - - Creep Factor: 2.0 Max TC CSI: 0.292 Max BC CSI: 0.436 Max Web CSI: 0.302 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G13 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126522 / T20 / GABL FROM: BF Page 1 of 2 DRW: ... / ... 03/19/2020 M6 M7 M8 M9 M10 M11 23'4'3" 1'7"8 2'(TYP) 1'5"12 15'6" 15'6" 18'6" 3' 27'3" 8'9" 27'3" 27'3" 4"7 4'1 0 " 7 10 ' 8 " 7 (a)(a)(a)(a) (a) A B C D E F G H I J K L M N O P QRSTUVWXYZAAABACADAE AF AG AH AI AJ 8 12 2X4(A1) 3X6 4X6 3X6 3X6 3X6 3X6 3X6 3X6 3X6 **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org H - Y 164 -451 I - W 14 -497 AI- R 64 -101 P - Q 91 -44 Job Number:J209456 -FALL CREEK HOMES Truss Label:G13 Ply: 1 Qty: 1 Wgt: 0.0 lbs SEQN: 126522 / T20 / GABL FROM: BF Page 2 of 2 DRW: ... / ... 03/19/2020 **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Plating Notes All plates are 2X4(A1T) except as noted. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 59 /- /- /30 /13 /37 B* 268 /- /- /87 /29 /- E 59 /- /- /26 /13 /- Wind reactions based on MWFRS A Brg Width = 6.3 Min Req = 1.5 B Brg Width = 17.8 Min Req = - E Brg Width = 6.3 Min Req = 1.5 Bearings A, B, & E are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 -47 B - C 28 -99 Chords Tens. Comp. C - D 28 -99 D - E 22 -33 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 61 -9 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 999 240 VERT(CL): 0.000 999 180 HORZ(LL): 0.000 - - HORZ(TL): 0.000 - - Creep Factor: 2.0 Max TC CSI: 0.013 Max BC CSI: 0.012 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G-CAP1 Ply: 1 Qty: 2 Wgt: 0.0 lbs SEQN: 126484 / T19 / GABL FROM: BF DRW: ... / ... 03/19/2020 9"2 1'5"12 9"2 9"2 9"2 1'6" 8"14 2'2"14 8"14 3' 9"2 9"2 9"2 2'2"14 1'5"12 3' 9"26"5 6"5 10 " 6 1"10 1' A B C D E 8 12 3X6 **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Plating Notes All plates are 2X4(A1T) except as noted. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 59 /- /- /30 /13 /37 B* 268 /- /- /87 /29 /- E 59 /- /- /26 /13 /- Wind reactions based on MWFRS A Brg Width = 6.3 Min Req = 1.5 B Brg Width = 17.8 Min Req = - E Brg Width = 6.3 Min Req = 1.5 Bearings A, B, & E are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 -47 B - C 28 -99 Chords Tens. Comp. C - D 28 -99 D - E 22 -33 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 61 -9 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 999 240 VERT(CL): 0.000 999 180 HORZ(LL): 0.000 - - HORZ(TL): 0.000 - - Creep Factor: 2.0 Max TC CSI: 0.013 Max BC CSI: 0.012 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G-CAP1 Ply: 1 Qty: 2 Wgt: 0.0 lbs SEQN: 126484 / T19 / GABL FROM: BF DRW: ... / ... 03/19/2020 9"2 1'5"12 9"2 9"2 9"2 1'6" 8"14 2'2"14 8"14 3' 9"2 9"2 9"2 2'2"14 1'5"12 3' 9"26"5 6"5 10 " 6 1"10 1' A B C D E 8 12 3X6 **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Plating Notes All plates are 2X4(A1T) except as noted. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 59 /- /- /30 /13 /37 B* 268 /- /- /87 /29 /- E 59 /- /- /26 /13 /- Wind reactions based on MWFRS A Brg Width = 6.3 Min Req = 1.5 B Brg Width = 17.8 Min Req = - E Brg Width = 6.3 Min Req = 1.5 Bearings A, B, & E are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 -47 B - C 28 -99 Chords Tens. Comp. C - D 28 -99 D - E 22 -33 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 61 -9 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 999 240 VERT(CL): 0.000 999 180 HORZ(LL): 0.000 - - HORZ(TL): 0.000 - - Creep Factor: 2.0 Max TC CSI: 0.013 Max BC CSI: 0.012 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G-CAP2 Ply: 1 Qty: 24 Wgt: 0.0 lbs SEQN: 126486 / T30 / GABL FROM: BF DRW: ... / ... 03/19/2020 9"2 1'5"12 9"2 9"2 9"2 1'6" 8"14 2'2"14 8"14 3' 9"2 9"2 9"2 2'2"14 1'5"12 3' 9"26"5 6"5 10 " 6 1"10 1' A B C D E 8 12 3X6 **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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord: 2x4 DF-L #1&Bet.; Bot chord: 2x4 DF-L #1&Bet.; Plating Notes All plates are 2X4(A1T) except as noted. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" oc, BC @ 24" oc. Wind Member design based on both MWFRS and C&C. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 59 /- /- /30 /13 /37 B* 268 /- /- /87 /29 /- E 59 /- /- /26 /13 /- Wind reactions based on MWFRS A Brg Width = 6.3 Min Req = 1.5 B Brg Width = 17.8 Min Req = - E Brg Width = 6.3 Min Req = 1.5 Bearings A, B, & E are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 -47 B - C 28 -99 Chords Tens. Comp. C - D 28 -99 D - E 22 -33 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 61 -9 Loading Criteria (psf) TCLL: 35.00 TCDL: 8.00 BCLL: 0.00 BCDL: 8.00 Des Ld: 51.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.8 psf BCDL: 4.8 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 Snow Criteria (Pg,Pf in PSF) Pg: 35.0 Ct: - CAT: - Pf: 35.0 Ce: - Lu: - Cs: - Snow Duration: - Code / Misc Criteria Bldg Code: IRC 2015 TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 999 240 VERT(CL): 0.000 999 180 HORZ(LL): 0.000 - - HORZ(TL): 0.000 - - Creep Factor: 2.0 Max TC CSI: 0.013 Max BC CSI: 0.012 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 19.02.02B.0122.16 Job Number:J209456 -FALL CREEK HOMES Truss Label:G-CAP2 Ply: 1 Qty: 24 Wgt: 0.0 lbs SEQN: 126486 / T30 / GABL FROM: BF DRW: ... / ... 03/19/2020 9"2 1'5"12 9"2 9"2 9"2 1'6" 8"14 2'2"14 8"14 3' 9"2 9"2 9"2 2'2"14 1'5"12 3' 9"26"5 6"5 10 " 6 1"10 1' A B C D E 8 12 3X6