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FW: barney amy
FW:
Annie Kuta
Tawnya Grover
Annie Kuta
EX
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barney amy
EX
/O=REXBURGCITYMAIL/OU=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/CN=D048EA385729437C976A9A1A39571D77-ANNIE KU
EX
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From: Tawnya Grover <tawnya.grover@rexburg.org>
To: Annie Kuta <annie.kuta@rexburg.org>
Subject: FW: barney amy
Thread-Topic: barney amy
Thread-Index: AQHVQyQKtiunnlzBVEOKSMR25QXwkKbc5b5V
Date: Fri, 26 Jul 2019 07:28:44 -0600
Message-ID: <8305e092d65c46248a740782d418874c@CoR-EntMExSvr01.ci.rexburg.id.us>
References: <CAE=oGvDTDQBuCLu3Kyhn+gQhOh0B02_BSBriJkoUnM9zRxrPbQ@mail.gmail.com>
<CAE=oGvBdt7gqRjG1XArQ9nMF90TB_3OvVpWGN0Z0NSp8VpYbxA@mail.gmail.com>
<CAE=oGvD+u0X6+ktPSnCKD705UK6gzSOWH+wOdxypZtKGTiL5nQ@mail.gmail.com>
<CAE=oGvBO+a4eYBMxHTPXquqOPnJZM8eZJdF-CqUTRpFNwn=r1w@mail.gmail.com>
<BYAPR13MB23576D5F36B57C303EDFF643B3ED0@BYAPR13MB2357.namprd13.prod.outlook.com>
<CAE=oGvDk9UNOXtGhbNCAWm7=93pPUWV6gBJcXXTZHuYnyMu60g@mail.gmail.com>,<CAE=oGvCC=CY=n9souGWMFptUtZERdmyCfPJAG9gxCTOcxvZ+Lw@mail.gmail.com>
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Tawnya Grover
EX
/O=REXBURGCITYMAIL/OU=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/CN=6016D17C7DCD45DEA7616C089A4B51FB-TAWNYA G
Annie Kuta
Inbox
barney amy
Tawnya Grover
P & Z Administrative Assistant
City of Rexburg
208.359.3020ext.2175
________________________________
From: scott stoker <stokercontracting@gmail.com>
Sent: Thursday, July 25, 2019 2:03:19 PM
To: Tawnya Grover
Subject: Fwd: barney amy
---------- Forwarded message ---------
From: scott stoker <stokercontracting@gmail.com <mailto:stokercontracting@gmail.com> >
Date: Thu, Jul 25, 2019 at 12:52 PM
Subject: Fwd: barney amy
To: <rrobison@co.madison.id.us <mailto:rrobison@co.madison.id.us> >
Here is a copy of the truss plans for the home of jared and amy barney.
Thanks,
Scott Stoker
Stoker Contracting Inc.
589-0813
<8305e092d65c46248a740782d418874c@CoR-EntMExSvr01.ci.rexburg.id.us>
<CAE=oGvDTDQBuCLu3Kyhn+gQhOh0B02_BSBriJkoUnM9zRxrPbQ@mail.gmail.com> <CAE=oGvBdt7gqRjG1XArQ9nMF90TB_3OvVpWGN0Z0NSp8VpYbxA@mail.gmail.com> <CAE=oGvD+u0X6+ktPSnCKD705UK6gzSOWH+wOdxypZtKGTiL5nQ@mail.gma
il.com> <CAE=oGvBO+a4eYBMxHTPXquqOPnJZM8eZJdF-CqUTRpFNwn=r1w@mail.gmail.com> <BYAPR13MB23576D5F36B57C303EDFF643B3ED0@BYAPR13MB2357.namprd13.prod.outlook.com> <CAE=oGvDk9UNOXtGhbNCAWm7=93pPUWV6gBJcXXT
ZHuYnyMu60g@mail.gmail.com>,<CAE=oGvCC=CY=n9souGWMFptUtZERdmyCfPJAG9gxCTOcxvZ+Lw@mail.gmail.com>
<CAE=oGvCC=CY=n9souGWMFptUtZERdmyCfPJAG9gxCTOcxvZ+Lw@mail.gmail.com>
Tawnya Grover
EX
/O=REXBURGCITYMAIL/OU=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/CN=6016D17C7DCD45DEA7616C089A4B51FB-TAWNYA G
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Tawnya Grover
Tawnya Grover
D048EA385729437C976A9A1A39571D77-ANNIE KU
D048EA385729437C976A9A1A39571D77-ANNIE KU
Tawnya Grover
Tawnya Grover
tawnya.grover@rexburg.org
tawnya.grover@rexburg.org
en-US
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en
CoR-EntMExSvr01.ci.rexburg.id.us
Internal
04
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<PhoneString>2083593020</PhoneString>
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<PersonString>Tawnya Grover</PersonString>
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<PhoneString>2083593020</PhoneString>
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<ContactString>Tawnya Grover
P & Z Administrative Assistant
City of Rexburg
208.359.3020</ContactString>
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annie.kuta@rexburg.org
00000002/o=RexburgCityMail/ou=Exchange Administrative Group (FYDIBOHF23SPDLT)/cn=Recipients/cn=d048ea385729437c976a9a1a39571d77-Annie Ku
Annie Kuta
EX
/o=RexburgCityMail/ou=Exchange Administrative Group (FYDIBOHF23SPDLT)/cn=Recipients/cn=d048ea385729437c976a9a1a39571d77-Annie Ku
annie.kuta@rexburg.org
Annie Kuta
Drawing0.pdfComponent_Draw--Component Drawing0
-SCOTT STOKER BARNEY AMY -SCOTT STOKER **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require
extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for
safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural
sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard
plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional
engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per 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 :M9 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 1-0-0 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. Truss designed
for unbalanced snow loads. 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 B* 150 /- /- /56 /14 /39 V* 123 /- /- /38 /9 /Wind reactions
based on MWFRS B Brg Width = 72.0 Min Req = V Brg Width = 360 Min Req = Bearings B & AL Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 47 0 B - C 138
-182 C - D 140 -167 D - E 133 -149 E - F 128 -130 F - G 114 -111 G - H 121 -100 H - I 154 -92 I - J 197 -83 J - K 242 -86 K - L 287 -102 Chords Tens. Comp. L - M 291 -102 M - N 246
-86 N - O 201 -83 O - P 158 -73 P - Q 115 -16 Q - R 108 -76 R - S 71 -78 S - T 35 -83 T - U 41 -88 U - V 39 -120 V - W 47 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp.
B -AN 152 -64 AN-AM 155 -62 AM-AL 157 -62 AL-AK 159 -61 AK-AJ 160 -61 AJ-AI 160 -61 AI-AH 161 -61 AH-AG 162 -61 AG-AF 163 -60 Chords Tens. Comp. AF-AE 163 -60 AE-AD 162 -60 AD-AC 162
-60 AC-AB 161 -59 AB-AA 160 -59 AA- Z 159 -58 Z - Y 158 -57 Y - X 156 -56 X - V 151 -54 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C -AN 93 -194 D -AM 78 -215 E -AL 74 -215
F -AK 74 -223 H -AJ 75 -229 I -AI 74 -262 J -AH 94 -318 K -AG 152 -366 Gables Tens. Comp. AE- M 152 -366 AD- N 94 -318 AC- O 74 -262 AB- P 75 -229 AA- R 74 -223 Z - S 74 -215 Y - T
78 -215 X - U 93 -194 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: 3.60
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 K 999 240 VERT(CL):
0.005 M 999 180 HORZ(LL): 0.004 R - HORZ(TL): 0.005 R - Creep Factor: 2.0 Max TC CSI: 0.097 Max BC CSI: 0.024 Max Web CSI: 0.430 Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17 Job Number: PC197232 -SCOTT STOKER Truss Label: A1 Ply: 1 Qty: 1 Wgt: 232.4 lbs SEQN: 197239 / T2 / GABL FROM: Page 1 of 2 DRW: ... / ... 06/11/2019 M9 (a)
A B C D E F G H I J K L M N O P Q R S T U V W XYZAAABACADAEAFAGAHAIAJAKALAMAN 6 12 3X6(A1T) 3X6 5X6 5X6 5X6 3X6 3X6(A1T) 36' 2' (TYP) 18' 18' 36' 18' 36' 36'1' 1' 4-3/16" 9'4-3/16"
9'9-15/16" **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,
handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing
these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have
a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10, as applicable. Apply plates
to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,
installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the design
shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per 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 :M9 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 1-0-0 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. Truss designed for unbalanced snow loads. 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 B* 150 /- /- /56 /14 /39 V* 123 /- /- /38 /9 /Wind reactions based on MWFRS B Brg Width = 72.0 Min
Req = V Brg Width = 360 Min Req = Bearings B & AL Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 47 0 B - C 138 -182 C - D 140 -167 D - E 133 -149 E
- F 128 -130 F - G 114 -111 G - H 121 -100 H - I 154 -92 I - J 197 -83 J - K 242 -86 K - L 287 -102 Chords Tens. Comp. L - M 291 -102 M - N 246 -86 N - O 201 -83 O - P 158 -73 P - Q
115 -16 Q - R 108 -76 R - S 71 -78 S - T 35 -83 T - U 41 -88 U - V 39 -120 V - W 47 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AN 152 -64 AN-AM 155 -62 AM-AL 157
-62 AL-AK 159 -61 AK-AJ 160 -61 AJ-AI 160 -61 AI-AH 161 -61 AH-AG 162 -61 AG-AF 163 -60 Chords Tens. Comp. AF-AE 163 -60 AE-AD 162 -60 AD-AC 162 -60 AC-AB 161 -59 AB-AA 160 -59 AA-
Z 159 -58 Z - Y 158 -57 Y - X 156 -56 X - V 151 -54 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C -AN 93 -194 D -AM 78 -215 E -AL 74 -215 F -AK 74 -223 H -AJ 75 -229 I -AI
74 -262 J -AH 94 -318 K -AG 152 -366 Gables Tens. Comp. AE- M 152 -366 AD- N 94 -318 AC- O 74 -262 AB- P 75 -229 AA- R 74 -223 Z - S 74 -215 Y - T 78 -215 X - U 93 -194 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: 3.60 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 K 999 240 VERT(CL): 0.005 M 999 180 HORZ(LL): 0.004 R - HORZ(TL): 0.005
R - Creep Factor: 2.0 Max TC CSI: 0.097 Max BC CSI: 0.024 Max Web CSI: 0.430 Mfg Specified Camber: VIEW Ver: 18.02.01.0118.17 Job Number: PC197232 -SCOTT STOKER Truss Label:
A1 Ply: 1 Qty: 1 Wgt: 232.4 lbs SEQN: 197239 / T2 / GABL FROM: Page 1 of 2 DRW: ... / ... 06/11/2019 M9 (a) A B C D E F G H I J K L M N O P Q R S T U V W XYZAAABACADAEAFAGAHAIAJAKALAMAN
6 12 3X6(A1T) 3X6 5X6 5X6 5X6 3X6 3X6(A1T) 36' 2' (TYP) 18' 18' 36' 18' 36' 36'1' 1' 4-3/16" 9'4-3/16" 9'9-15/16" **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest
edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.
Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral
restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details,
unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation
from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure
is the responsibility of the Building Designer per 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 L -AF 5 -210 Job Number: PC197232 -SCOTT STOKER Truss Label: A1 Ply: 1 Qty: 1 Wgt: 232.4 lbs SEQN: 197239 / T2 / GABL FROM: Page 2
of 2 DRW: ... / ... 06/11/2019 -SCOTT STOKER BARNEY AMY -SCOTT STOKER **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING
THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information,
by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly
attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per
BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings
160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss
in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of
professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer
per 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, W5 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. Truss designed for unbalanced snow loads. 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 Q 2380 /- /- /994 /139 /209 J 1606 /- /- /628 /118 /Wind reactions based on MWFRS Q Brg Width = 5.5 Min Req = 2.2 J Brg Width = 3.5 Min Req = 1.7 Bearings Q & J Fcperp
= 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 43 0 B - C 954 -479 C - D 217 -627 D - E 232 -550 E - F 431 -1334 Chords Tens. Comp. F - G 461 -1387 G - H 598
-2228 H - I 584 -2339 I - J 626 -2703 J - K 42 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 527 -728 Q - P 507 -675 P - O 912 -105 O - N 912 -105 Chords Tens. Comp.
N - M 1765 -241 M - L 1765 -241 L - J 2322 -423 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - C 670 -2258 C - P 1514 -388 P - E 390 -1183 E - N 395 -95 Webs Tens. Comp. F - N
585 -179 N - G 284 -980 G - L 569 -116 L - I 195 -501 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: 3.60 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): 0.099 L
999 240 VERT(CL): 0.148 L 999 180 HORZ(LL): 0.035 L - HORZ(TL): 0.054 F - Creep Factor: 2.0 Max TC CSI: 0.684 Max BC CSI: 0.517 Max Web CSI: 0.986 Mfg
Specified Camber: VIEW Ver: 18.02.01.0118.17 Job Number: PC197232 -SCOTT STOKER Truss Label: A2 Ply: 1 Qty: 10 Wgt: 193.2 lbs SEQN: 197231 / T15 / COMN FROM: DRW: ... / ... 06/11/2019
W4 W5 W4 (a) A B C D E F G H I J K LMNOPQ 6 12 3X6(A1T) 3X6 5X6 3X6 4X6 3X6 3X6 5X6 3X12 3X6 3X6 3X6 3X6 2X4 3X12(B3T) 6' 30' 6'4-5/16" 6'4-5/16" 12'2-3/16" 5'9-13/16" 18' 5'9-13/16"
23'9-13/16" 5'9-13/16" 29'7-11/16" 5'9-13/16" 36' 6'4-5/16" 6'4-5/16" 6'4-5/16" 9'3-1/4" 2'10-15/16" 18' 8'8-3/4" 26'8-3/4" 8'8-3/4" 36' 9'3-1/4"1' 1' 4-3/16" 9'4-3/16" 9'9-15/16" **WARNING**
READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping,
installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions.
Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached
rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of
truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components
Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing
of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per 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, W5 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. Truss designed for unbalanced snow loads. 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 Q 2380 /- /- /994 /139 /209 J 1606 /- /- /628 /118 /Wind reactions based on MWFRS Q
Brg Width = 5.5 Min Req = 2.2 J Brg Width = 3.5 Min Req = 1.7 Bearings Q & J Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 43 0 B - C 954 -479 C -
D 217 -627 D - E 232 -550 E - F 431 -1334 Chords Tens. Comp. F - G 461 -1387 G - H 598 -2228 H - I 584 -2339 I - J 626 -2703 J - K 42 0 Maximum Bot Chord Forces Per Ply (lbs) Chords
Tens.Comp. B - Q 527 -728 Q - P 507 -675 P - O 912 -105 O - N 912 -105 Chords Tens. Comp. N - M 1765 -241 M - L 1765 -241 L - J 2322 -423 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp.
Q - C 670 -2258 C - P 1514 -388 P - E 390 -1183 E - N 395 -95 Webs Tens. Comp. F - N 585 -179 N - G 284 -980 G - L 569 -116 L - I 195 -501 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: 3.60 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): 0.099 L 999 240 VERT(CL): 0.148 L 999 180 HORZ(LL): 0.035 L - HORZ(TL): 0.054 F -
Creep Factor: 2.0 Max TC CSI: 0.684 Max BC CSI: 0.517 Max Web CSI: 0.986 Mfg Specified Camber: VIEW Ver: 18.02.01.0118.17 Job Number: PC197232 -SCOTT STOKER Truss Label: A2 Ply: 1 Qty:
10 Wgt: 193.2 lbs SEQN: 197231 / T15 / COMN FROM: DRW: ... / ... 06/11/2019 W4 W5 W4 (a) A B C D E F G H I J K LMNOPQ 6 12 3X6(A1T) 3X6 5X6 3X6 4X6 3X6 3X6 5X6 3X12 3X6 3X6 3X6 3X6
2X4 3X12(B3T) 6' 30' 6'4-5/16" 6'4-5/16" 12'2-3/16" 5'9-13/16" 18' 5'9-13/16" 23'9-13/16" 5'9-13/16" 29'7-11/16" 5'9-13/16" 36' 6'4-5/16" 6'4-5/16" 6'4-5/16" 9'3-1/4" 2'10-15/16" 18'
8'8-3/4" 26'8-3/4" 8'8-3/4" 36' 9'3-1/4"1' 1' 4-3/16" 9'4-3/16" 9'9-15/16" -SCOTT STOKER BARNEY AMY -SCOTT STOKER **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest
edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.
Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral
restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details,
unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation
from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure
is the responsibility of the Building Designer per 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, W5 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. Truss designed for unbalanced
snow loads. 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 P 2380 /- /- /994 /139 /200 J 1510 /- /- /578 /103 /Wind reactions based on MWFRS P Brg Width = 5.5 Min Req = 2.2 J Brg Width = 5.5 Min Req
= 1.6 Bearings P & J Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 43 0 B - C 954 -479 C - D 221 -627 D - E 235 -550 E - F 438 -1334 Chords Tens. Comp.
F - G 468 -1387 G - H 630 -2228 H - I 616 -2339 I - J 665 -2703 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 527 -728 P - O 487 -675 O - N 912 -138 N - M 912 -138
Chords Tens. Comp. M - L 1765 -284 L - K 1765 -284 K - J 2322 -496 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - C 671 -2258 C - O 1514 -389 O - E 391 -1183 E - M 395 -95 Webs
Tens. Comp. F - M 585 -184 M - G 286 -980 G - K 569 -144 K - I 221 -501 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: 3.60 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):
0.098 K 999 240 VERT(CL): 0.147 K 999 180 HORZ(LL): 0.035 K - HORZ(TL): 0.054 K - Creep Factor: 2.0 Max TC CSI: 0.684 Max BC CSI: 0.519 Max Web CSI:
0.986 Mfg Specified Camber: VIEW Ver: 18.02.01.0118.17 Job Number: PC197232 -SCOTT STOKER Truss Label: A3 Ply: 1 Qty: 12 Wgt: 193.2 lbs SEQN: 197235 / T16 / COMN FROM: DRW: ... / ...
06/11/2019 W4 W5 W4 (a) A B C D E F G H I J KLMNOP 6 12 3X6(A1T) 3X6 5X6 3X6 4X6 3X6 3X6 5X6 3X12 3X6 3X6 3X6 3X6 2X4 3X12(B3) 6' 30' 6'4-5/16" 6'4-5/16" 12'2-3/16" 5'9-13/16" 18' 5'9-13/16"
23'9-13/16" 5'9-13/16" 29'7-11/16" 5'9-13/16" 36' 6'4-5/16" 6'4-5/16" 6'4-5/16" 9'3-1/4" 2'10-15/16" 18' 8'8-3/4" 26'8-3/4" 8'8-3/4" 36' 9'3-1/4"1' 4-3/16" 9'4-3/16" 9'9-15/16" **WARNING**
READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping,
installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions.
Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached
rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of
truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components
Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing
of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per 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, W5 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. Truss designed for unbalanced snow loads. 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 P 2380 /- /- /994 /139 /200 J 1510 /- /- /578 /103 /Wind reactions based on MWFRS P
Brg Width = 5.5 Min Req = 2.2 J Brg Width = 5.5 Min Req = 1.6 Bearings P & J Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 43 0 B - C 954 -479 C -
D 221 -627 D - E 235 -550 E - F 438 -1334 Chords Tens. Comp. F - G 468 -1387 G - H 630 -2228 H - I 616 -2339 I - J 665 -2703 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp.
B - P 527 -728 P - O 487 -675 O - N 912 -138 N - M 912 -138 Chords Tens. Comp. M - L 1765 -284 L - K 1765 -284 K - J 2322 -496 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - C
671 -2258 C - O 1514 -389 O - E 391 -1183 E - M 395 -95 Webs Tens. Comp. F - M 585 -184 M - G 286 -980 G - K 569 -144 K - I 221 -501 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: 3.60 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): 0.098 K 999 240 VERT(CL): 0.147 K 999 180 HORZ(LL): 0.035 K - HORZ(TL): 0.054 K - Creep Factor:
2.0 Max TC CSI: 0.684 Max BC CSI: 0.519 Max Web CSI: 0.986 Mfg Specified Camber: VIEW Ver: 18.02.01.0118.17 Job Number: PC197232 -SCOTT STOKER Truss Label: A3 Ply: 1 Qty: 12 Wgt: 193.2
lbs SEQN: 197235 / T16 / COMN FROM: DRW: ... / ... 06/11/2019 W4 W5 W4 (a) A B C D E F G H I J KLMNOP 6 12 3X6(A1T) 3X6 5X6 3X6 4X6 3X6 3X6 5X6 3X12 3X6 3X6 3X6 3X6 2X4 3X12(B3) 6'
30' 6'4-5/16" 6'4-5/16" 12'2-3/16" 5'9-13/16" 18' 5'9-13/16" 23'9-13/16" 5'9-13/16" 29'7-11/16" 5'9-13/16" 36' 6'4-5/16" 6'4-5/16" 6'4-5/16" 9'3-1/4" 2'10-15/16" 18' 8'8-3/4" 26'8-3/4"
8'8-3/4" 36' 9'3-1/4"1' 4-3/16" 9'4-3/16" 9'9-15/16" -SCOTT STOKER BARNEY AMY -SCOTT STOKER **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING
TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI
(Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted
otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint
of webs shall have bracing installed per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless
noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this
drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this
drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility
of the Building Designer per 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 :W3, W4 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. Truss designed for unbalanced snow loads.
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 1860 /- /- /688 /130 /200 I 1962 /- /- /740 /144 /Wind reactions based on MWFRS A Brg Width = 2.0 Min Req = 2.0 I Brg Width = 3.5 Min Req = 2.1 Bearings A & I Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 840 -3454 B - C 792 -3092 C - D 806 -2981 D - E 651 -2200 E - F 643 -2199 Chords Tens. Comp. F - G 776 -3000 G - H 762
-3111 H - I 803 -3478 I - J 42 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - O 2986 -632 O - N 2442 -426 N - M 2442 -426 Chords Tens. Comp. M - L 2449 -443 L - K 2449
-443 K - I 3013 -601 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 217 -470 O - D 527 -135 D - M 281 -965 E - M 1354 -351 Webs Tens. Comp. M - F 281 -974 F - K 549 -111 K -
H 192 -486 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: 3.59 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.197 M 999 240 VERT(CL): 0.290 M 999 180 HORZ(LL):
0.082 K - HORZ(TL): 0.121 K - Creep Factor: 2.0 Max TC CSI: 0.499 Max BC CSI: 0.562 Max Web CSI: 0.389 Mfg Specified Camber: VIEW Ver: 18.02.01.0118.17 Job
Number: PC197232 -SCOTT STOKER Truss Label: A4 Ply: 1 Qty: 11 Wgt: 187.6 lbs SEQN: 197224 / T4 / COMN FROM: DRW: ... / ... 06/11/2019 W3 W4 W3 (a) (a) A B C D E F G H I J KLMNO 6 12
4X8(B3) 2X4 3X6 3X6 3X6 H0312 5X6 3X12 3X6 3X6 3X6 3X6 2X4 3X12(B3T) 35'10-1/2" 6'2-13/16" 6'2-13/16" 12'0-11/16" 5'9-13/16" 17'10-1/2" 5'9-13/16" 23'8-5/16" 5'9-13/16" 29'6-3/16" 5'9-13/16"
35'10-1/2" 6'4-5/16" 9'1-3/4" 9'1-3/4" 17'10-1/2" 8'8-3/4" 26'7-1/4" 8'8-3/4" 35'10-1/2" 9'3-1/4" 1' 4-15/16" 4-3/16" 9'4-3/16" 9'9-15/16" **WARNING** READ AND FOLLOW ALL NOTES ON THIS
DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer
to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations
shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown
above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not
be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal
on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of
this drawing for any structure is the responsibility of the Building Designer per 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 :W3, W4 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. Truss designed for unbalanced snow loads. 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 1860 /- /- /688 /130 /200 I 1962 /- /- /740 /144 /Wind reactions based on MWFRS A Brg Width = 2.0 Min Req = 2.0 I Brg Width
= 3.5 Min Req = 2.1 Bearings A & I Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 840 -3454 B - C 792 -3092 C - D 806 -2981 D - E 651 -2200 E - F 643
-2199 Chords Tens. Comp. F - G 776 -3000 G - H 762 -3111 H - I 803 -3478 I - J 42 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - O 2986 -632 O - N 2442 -426 N - M 2442
-426 Chords Tens. Comp. M - L 2449 -443 L - K 2449 -443 K - I 3013 -601 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 217 -470 O - D 527 -135 D - M 281 -965 E - M 1354 -351
Webs Tens. Comp. M - F 281 -974 F - K 549 -111 K - H 192 -486 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: 3.59 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.197 M
999 240 VERT(CL): 0.290 M 999 180 HORZ(LL): 0.082 K - HORZ(TL): 0.121 K - Creep Factor: 2.0 Max TC CSI: 0.499 Max BC CSI: 0.562 Max Web CSI: 0.389
Mfg Specified Camber: VIEW Ver: 18.02.01.0118.17 Job Number: PC197232 -SCOTT STOKER Truss Label: A4 Ply: 1 Qty: 11 Wgt: 187.6 lbs SEQN: 197224 / T4 / COMN FROM: DRW: ... / ... 06/11/2019
W3 W4 W3 (a) (a) A B C D E F G H I J KLMNO 6 12 4X8(B3) 2X4 3X6 3X6 3X6 H0312 5X6 3X12 3X6 3X6 3X6 3X6 2X4 3X12(B3T) 35'10-1/2" 6'2-13/16" 6'2-13/16" 12'0-11/16" 5'9-13/16" 17'10-1/2"
5'9-13/16" 23'8-5/16" 5'9-13/16" 29'6-3/16" 5'9-13/16" 35'10-1/2" 6'4-5/16" 9'1-3/4" 9'1-3/4" 17'10-1/2" 8'8-3/4" 26'7-1/4" 8'8-3/4" 35'10-1/2" 9'3-1/4" 1' 4-15/16" 4-3/16" 9'4-3/16"
9'9-15/16" -SCOTT STOKER BARNEY AMY -SCOTT STOKER **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI
and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached
structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections
B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard
plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional
engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per 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 :M9 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 1-0-0 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. Truss designed
for unbalanced snow loads. 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 U* 124 /- /- /38 /9 /6 Wind reactions based on MWFRS
U Brg Width = 430 Min Req = Bearing A Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 110 -152 B - C 104 -134 C - D 99 -116 D - E 93 -97 E - F 107 -78
F - G 113 -68 G - H 157 -73 H - I 200 -85 I - J 245 -88 J - K 289 -101 K - L 289 -104 Chords Tens. Comp. L - M 242 -85 M - N 198 -82 N - O 155 -72 O - P 111 -36 P - Q 105 -76 Q - R
68 -78 R - S 68 -84 S - T 74 -103 T - U 72 -117 U - V 47 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A -AM 136 -94 AM-AL 136 -97 AL-AK 136 -98 AK-AJ 136 -99 AJ-AI 136
-100 AI-AH 136 -100 AH-AG 164 -90 AG-AF 165 -90 AF-AE 166 -90 Chords Tens. Comp. AE-AD 164 -90 AD-AC 164 -89 AC-AB 163 -89 AB-AA 163 -88 AA- Z 162 -88 Z - Y 161 -87 Y - X 160 -86 X
- W 158 -85 W -U 152 -83 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AM 145 -193 C -AL 99 -211 D -AK 74 -215 E -AJ 75 -223 G -AI 75 -229 H -AH 74 -265 I -AG 96 -321 J -AF
149 -359 K -AE 0 -206 Gables Tens. Comp. AD- L 154 -373 AC- M 91 -316 AB- N 74 -260 AA- O 75 -229 Z - Q 74 -222 Y - R 74 -214 X - S 79 -215 W -T 91 -191 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: 3.59 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 L 999 240 VERT(CL): 0.005 L 999 180 HORZ(LL): 0.003 Q - HORZ(TL): 0.004
M - Creep Factor: 2.0 Max TC CSI: 0.098 Max BC CSI: 0.028 Max Web CSI: 0.435 Mfg Specified Camber: VIEW Ver: 18.02.01.0118.17 Job Number: PC197232 -SCOTT STOKER Truss Label:
A5 Ply: 1 Qty: 1 Wgt: 232.4 lbs SEQN: 197243 / T19 / GABL FROM: DRW: ... / ... 06/11/2019 M9 (a) (a) A B C D E F G H I J K L M N O P Q R S T U V WXYZAAABACADAEAFAGAHAIAJAKALAM 6 12
3X6(B1) 3X6 5X6 5X6 5X6 5X6 3X6 3X6(A1T) 35'10-1/2" 1'11-1/4" 2' (TYP) 17'10-1/2" 17'10-1/2" 35'10-1/2" 18' 35'10-1/2" 35'10-1/2" 1' 4-15/16" 4-3/16" 9'4-3/16" 9'9-15/16" **WARNING**
READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping,
installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions.
Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached
rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of
truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components
Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing
of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per 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 :M9 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 1-0-0
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. Truss designed for unbalanced snow loads. 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 U* 124 /- /- /38 /9 /6 Wind reactions based on MWFRS U Brg Width = 430 Min Req = Bearing A Fcperp = 625psi. Maximum Top Chord Forces
Per Ply (lbs) Chords Tens.Comp. A - B 110 -152 B - C 104 -134 C - D 99 -116 D - E 93 -97 E - F 107 -78 F - G 113 -68 G - H 157 -73 H - I 200 -85 I - J 245 -88 J - K 289 -101 K - L 289
-104 Chords Tens. Comp. L - M 242 -85 M - N 198 -82 N - O 155 -72 O - P 111 -36 P - Q 105 -76 Q - R 68 -78 R - S 68 -84 S - T 74 -103 T - U 72 -117 U - V 47 0 Maximum Bot Chord Forces
Per Ply (lbs) Chords Tens.Comp. A -AM 136 -94 AM-AL 136 -97 AL-AK 136 -98 AK-AJ 136 -99 AJ-AI 136 -100 AI-AH 136 -100 AH-AG 164 -90 AG-AF 165 -90 AF-AE 166 -90 Chords Tens. Comp. AE-AD
164 -90 AD-AC 164 -89 AC-AB 163 -89 AB-AA 163 -88 AA- Z 162 -88 Z - Y 161 -87 Y - X 160 -86 X - W 158 -85 W -U 152 -83 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AM 145
-193 C -AL 99 -211 D -AK 74 -215 E -AJ 75 -223 G -AI 75 -229 H -AH 74 -265 I -AG 96 -321 J -AF 149 -359 K -AE 0 -206 Gables Tens. Comp. AD- L 154 -373 AC- M 91 -316 AB- N 74 -260 AA-
O 75 -229 Z - Q 74 -222 Y - R 74 -214 X - S 79 -215 W -T 91 -191 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: 3.59 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 L 999 240 VERT(CL): 0.005 L 999 180 HORZ(LL): 0.003 Q - HORZ(TL): 0.004 M - Creep Factor: 2.0 Max TC CSI: 0.098 Max BC CSI: 0.028 Max Web CSI:
0.435 Mfg Specified Camber: VIEW Ver: 18.02.01.0118.17 Job Number: PC197232 -SCOTT STOKER Truss Label: A5 Ply: 1 Qty: 1 Wgt: 232.4 lbs SEQN: 197243 / T19 / GABL FROM: DRW: ... / ...
06/11/2019 M9 (a) (a) A B C D E F G H I J K L M N O P Q R S T U V WXYZAAABACADAEAFAGAHAIAJAKALAM 6 12 3X6(B1) 3X6 5X6 5X6 5X6 5X6 3X6 3X6(A1T) 35'10-1/2" 1'11-1/4" 2' (TYP) 17'10-1/2"
17'10-1/2" 35'10-1/2" 18' 35'10-1/2" 35'10-1/2" 1' 4-15/16" 4-3/16" 9'4-3/16" 9'9-15/16" -SCOTT STOKER BARNEY AMY -SCOTT STOKER **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and
follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown
for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above
and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible
for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing
or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing
for any structure is the responsibility of the Building Designer per 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. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss designed to support 1-0-0 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. Truss designed for unbalanced snow loads. 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) Gravity
Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1477 /- /- /524 /117 /156 P 1477 /- /- /524 /117 /Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.6 P Brg Width = 3.5 Min Req
= 1.6 Bearings B & P Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 47 0 B - C 521 -2349 C - D 548 -2320 D - E 579 -2278 E - F 567 -2128 F - G 557 -2048
G - H 583 -2026 H - I 630 -1994 Chords Tens. Comp. I - J 630 -1994 J - K 583 -2026 K - L 557 -2048 L - M 567 -2128 M - N 579 -2278 N - O 548 -2320 O - P 522 -2349 P - Q 47 0 Maximum
Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AC 2029 -383 AC-AB 2024 -381 AB-AA 2020 -379 AA- Z 2023 -379 Z - Y 1383 -182 Y - X 1383 -182 X - W 1383 -182 Chords Tens. Comp. W
-V 1383 -182 V - U 1383 -182 U - T 2023 -389 T - S 2020 -389 S - R 2024 -391 R - P 2029 -393 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F -AD 155 -480 AD- Z 184 -613 Z -AE 802
-236 AF- I 830 -246 Webs Tens. Comp. I -AG 830 -246 AH- U 801 -236 U -AI 184 -613 AI- L 155 -480 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C -AC 50 -68 D -AB 57 -122 E -AA
155 -33 AD- G 65 -169 AE- Y 94 -149 Gables Tens. Comp. AG- J 106 -187 V -AH 94 -150 K -AI 65 -169 T - M 155 -33 S - N 57 -122 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): 0.099 H 999 240 VERT(CL): 0.144 H 999 180 HORZ(LL): 0.042 D - HORZ(TL): 0.061 D -
Creep Factor: 2.0 Max TC CSI: 0.323 Max BC CSI: 0.553 Max Web CSI: 0.469 Mfg Specified Camber: VIEW Ver: 18.02.01.0118.17 Job Number: PC197232 -SCOTT STOKER Truss Label: B1 Ply:
1 Qty: 1 Wgt: 173.6 lbs SEQN: 197261 / T18 / GABL FROM: Page 1 of 2 DRW: ... / ... 06/11/2019 A B C D E F G H I J K L M N O P Q RSTUVWXYZAAABAC AD AE AF AG AH AI 6 12 3X12(B3T) 3X6
5X8(R1) 2X4(**) 3X6 3X6 3X12(B3T) 23'6" 1'9" 2' (TYP) 6'1-3/4" 6'1-3/4" 11'9" 5'7-1/4" 17'4-1/4" 5'7-1/4" 23'6" 6'1-3/4" 8'0-3/16" 8'0-3/16" 15'5-13/16" 7'5-11/16" 23'6" 8'0-3/16"1'
1' 4-3/16" 6'2-11/16" 6'8-7/16" **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require
extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for
safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural
sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard
plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional
engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per 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. (**) 1 plate(s) require special positioning. Refer
to scaled plate plot details for special positioning requirements. Loading Truss designed to support 1-0-0 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. Truss designed for unbalanced snow loads. 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) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 1477 /- /- /524 /117
/156 P 1477 /- /- /524 /117 /Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.6 P Brg Width = 3.5 Min Req = 1.6 Bearings B & P Fcperp = 625psi. Maximum Top Chord Forces Per
Ply (lbs) Chords Tens.Comp. A - B 47 0 B - C 521 -2349 C - D 548 -2320 D - E 579 -2278 E - F 567 -2128 F - G 557 -2048 G - H 583 -2026 H - I 630 -1994 Chords Tens. Comp. I - J 630 -1994
J - K 583 -2026 K - L 557 -2048 L - M 567 -2128 M - N 579 -2278 N - O 548 -2320 O - P 522 -2349 P - Q 47 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AC 2029 -383 AC-AB
2024 -381 AB-AA 2020 -379 AA- Z 2023 -379 Z - Y 1383 -182 Y - X 1383 -182 X - W 1383 -182 Chords Tens. Comp. W -V 1383 -182 V - U 1383 -182 U - T 2023 -389 T - S 2020 -389 S - R 2024
-391 R - P 2029 -393 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F -AD 155 -480 AD- Z 184 -613 Z -AE 802 -236 AF- I 830 -246 Webs Tens. Comp. I -AG 830 -246 AH- U 801 -236 U -AI
184 -613 AI- L 155 -480 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C -AC 50 -68 D -AB 57 -122 E -AA 155 -33 AD- G 65 -169 AE- Y 94 -149 Gables Tens. Comp. AG- J 106 -187 V
-AH 94 -150 K -AI 65 -169 T - M 155 -33 S - N 57 -122 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):
0.099 H 999 240 VERT(CL): 0.144 H 999 180 HORZ(LL): 0.042 D - HORZ(TL): 0.061 D - Creep Factor: 2.0 Max TC CSI: 0.323 Max BC CSI: 0.553 Max Web CSI:
0.469 Mfg Specified Camber: VIEW Ver: 18.02.01.0118.17 Job Number: PC197232 -SCOTT STOKER Truss Label: B1 Ply: 1 Qty: 1 Wgt: 173.6 lbs SEQN: 197261 / T18 / GABL FROM: Page 1 of 2 DRW:
... / ... 06/11/2019 A B C D E F G H I J K L M N O P Q RSTUVWXYZAAABAC AD AE AF AG AH AI 6 12 3X12(B3T) 3X6 5X8(R1) 2X4(**) 3X6 3X6 3X12(B3T) 23'6" 1'9" 2' (TYP) 6'1-3/4" 6'1-3/4" 11'9"
5'7-1/4" 17'4-1/4" 5'7-1/4" 23'6" 6'1-3/4" 8'0-3/16" 8'0-3/16" 15'5-13/16" 7'5-11/16" 23'6" 8'0-3/16"1' 1' 4-3/16" 6'2-11/16" 6'8-7/16" **WARNING** READ AND FOLLOW ALL NOTES ON THIS
DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer
to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations
shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown
above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not
be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal
on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of
this drawing for any structure is the responsibility of the Building Designer per 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 -AF 105 -187 I - X 190 -59 R - O 50 -68 Job Number: PC197232 -SCOTT STOKER Truss Label:
B1 Ply: 1 Qty: 1 Wgt: 173.6 lbs SEQN: 197261 / T18 / GABL FROM: Page 2 of 2 DRW: ... / ... 06/11/2019 -SCOTT STOKER BARNEY AMY -SCOTT STOKER **WARNING** READ AND FOLLOW ALL NOTES ON
THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing.
Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall
provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.
Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position
as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc.
shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A
seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use
of this drawing for any structure is the responsibility of the Building Designer per 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
Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Truss designed for unbalanced snow loads. 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 1318 /- /- /494 /98
/139 F 1318 /- /- /494 /98 /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 42 0 B - C 501 -2138 C - D 511 -1857 Chords Tens. Comp. D - E 511 -1857 E - F 501 -2138 F - G 42 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp.
B - J 1831 -346 J - I 1210 -163 Chords Tens. Comp. I - H 1210 -163 H - F 1831 -355 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 199 -608 J - D 761 -160 Webs Tens. Comp. D
- H 761 -160 H - E 199 -608 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): 0.077 H 999 240 VERT(CL): 0.109 H 999
180 HORZ(LL): 0.031 H - HORZ(TL): 0.045 H - Creep Factor: 2.0 Max TC CSI: 0.467 Max BC CSI: 0.389 Max Web CSI: 0.255 Mfg Specified Camber: VIEW Ver: 18.02.01.0118.17
Job Number: PC197232 -SCOTT STOKER Truss Label: B2 Ply: 1 Qty: 4 Wgt: 109.2 lbs SEQN: 197254 / T3 / COMN FROM: DRW: ... / ... 06/11/2019 A B C D E F G HIJ 6 12 3X6(A1T) 2X4 3X6 4X6
3X6 3X6 2X4 3X6(A1T) 23'6" 6'1-3/4" 6'1-3/4" 11'9" 5'7-1/4" 17'4-1/4" 5'7-1/4" 23'6" 6'1-3/4" 8'0-3/16" 8'0-3/16" 15'5-13/16" 7'5-11/16" 23'6" 8'0-3/16"1' 1' 4-3/16" 6'2-11/16" 6'8-7/16"
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling,
shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these
functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10, as applicable. Apply plates to each
face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building
Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation
and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown.
The suitability and use of this drawing for any structure is the responsibility of the Building Designer per 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 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Truss designed for unbalanced snow loads. 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
1318 /- /- /494 /98 /139 F 1318 /- /- /494 /98 /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 42 0 B - C 501 -2138 C - D 511 -1857 Chords Tens. Comp. D - E 511 -1857 E - F 501 -2138 F - G 42 0 Maximum Bot Chord Forces Per
Ply (lbs) Chords Tens.Comp. B - J 1831 -346 J - I 1210 -163 Chords Tens. Comp. I - H 1210 -163 H - F 1831 -355 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 199 -608 J - D
761 -160 Webs Tens. Comp. D - H 761 -160 H - E 199 -608 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): 0.077 H
999 240 VERT(CL): 0.109 H 999 180 HORZ(LL): 0.031 H - HORZ(TL): 0.045 H - Creep Factor: 2.0 Max TC CSI: 0.467 Max BC CSI: 0.389 Max Web CSI: 0.255 Mfg
Specified Camber: VIEW Ver: 18.02.01.0118.17 Job Number: PC197232 -SCOTT STOKER Truss Label: B2 Ply: 1 Qty: 4 Wgt: 109.2 lbs SEQN: 197254 / T3 / COMN FROM: DRW: ... / ... 06/11/2019
A B C D E F G HIJ 6 12 3X6(A1T) 2X4 3X6 4X6 3X6 3X6 2X4 3X6(A1T) 23'6" 6'1-3/4" 6'1-3/4" 11'9" 5'7-1/4" 17'4-1/4" 5'7-1/4" 23'6" 6'1-3/4" 8'0-3/16" 8'0-3/16" 15'5-13/16" 7'5-11/16"
23'6" 8'0-3/16"1' 1' 4-3/16" 6'2-11/16" 6'8-7/16" -SCOTT STOKER BARNEY AMY -SCOTT STOKER **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO
ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top
chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall
have bracing installed per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure
to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates
acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the
Building Designer per 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
1-0-0 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. Truss designed for unbalanced snow loads. 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 K* 116 /- /- /36 /9 /6 Wind reactions based on MWFRS K Brg Width = 264 Min Req = Bearing A Fcperp = 625psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp.
A - B 51 -108 B - C 58 -102 C - D 94 -100 D - E 137 -101 E - F 184 -114 Chords Tens. Comp. F - G 184 -114 G - H 137 -101 H - I 94 -100 I - J 58 -102 J - K 55 -108 Maximum Bot Chord
Forces Per Ply (lbs) Chords Tens.Comp. A - U 78 -42 U - T 81 -44 T - S 82 -45 S - R 83 -45 R - Q 84 -46 Q - P 84 -46 Chords Tens. Comp. P - O 84 -50 O - N 83 -49 N - M 82 -49 M - L
82 -48 L - K 82 -46 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - U 153 -264 C - T 67 -224 D - S 78 -297 E - R 147 -344 F - Q 0 -163 Gables Tens. Comp. O - G 147 -344 N -
H 78 -297 M - I 67 -224 L - J 153 -264 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 U 999 240
VERT(CL): 0.003 U 999 180 HORZ(LL):-0.001 U - HORZ(TL): 0.002 U - Creep Factor: 2.0 Max TC CSI: 0.086 Max BC CSI: 0.056 Max Web CSI: 0.087 Mfg Specified
Camber: VIEW Ver: 18.02.01.0118.17 Job Number: PC197232 -SCOTT STOKER Truss Label: C1 Ply: 1 Qty: 1 Wgt: 120.4 lbs SEQN: 197250 / T17 / GABL FROM: DRW: ... / ... 06/11/2019 A B C D
E F G H I J K LMNOPQRSTU 6 12 2X4(A1) 4X6 3X6 2X4(A1) 22' 3' 2' (TYP) 11' 11' 22' 11' 22' 22' 4-3/16" 5'10-3/16" **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest
edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.
Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral
restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details,
unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation
from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure
is the responsibility of the Building Designer per 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 1-0-0 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. Truss designed for unbalanced snow loads. 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 K* 116 /- /- /36 /9 /6 Wind reactions based on MWFRS K Brg Width = 264 Min Req = Bearing A Fcperp = 625psi. Maximum Top Chord Forces Per Ply
(lbs) Chords Tens.Comp. A - B 51 -108 B - C 58 -102 C - D 94 -100 D - E 137 -101 E - F 184 -114 Chords Tens. Comp. F - G 184 -114 G - H 137 -101 H - I 94 -100 I - J 58 -102 J - K 55
-108 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - U 78 -42 U - T 81 -44 T - S 82 -45 S - R 83 -45 R - Q 84 -46 Q - P 84 -46 Chords Tens. Comp. P - O 84 -50 O - N 83
-49 N - M 82 -49 M - L 82 -48 L - K 82 -46 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - U 153 -264 C - T 67 -224 D - S 78 -297 E - R 147 -344 F - Q 0 -163 Gables Tens. Comp.
O - G 147 -344 N - H 78 -297 M - I 67 -224 L - J 153 -264 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 U 999 240 VERT(CL): 0.003 U 999 180 HORZ(LL):-0.001 U - HORZ(TL): 0.002 U - Creep Factor: 2.0 Max TC CSI: 0.086 Max BC CSI: 0.056 Max Web CSI:
0.087 Mfg Specified Camber: VIEW Ver: 18.02.01.0118.17 Job Number: PC197232 -SCOTT STOKER Truss Label: C1 Ply: 1 Qty: 1 Wgt: 120.4 lbs SEQN: 197250 / T17 / GABL FROM: DRW: ... / ...
06/11/2019 A B C D E F G H I J K LMNOPQRSTU 6 12 2X4(A1) 4X6 3X6 2X4(A1) 22' 3' 2' (TYP) 11' 11' 22' 11' 22' 22' 4-3/16" 5'10-3/16"
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FBS_WorkOrder_1.pdfFBS_WorkOrder
PB191309 WORK ORDER Order #: OrderDate: Delivery Date: Quote #: Time: PC197232 Ship To: Job Name: Address: City, State, Zip: Lot/Block: BARNEY AMY 6/12 CSR: Designer: Menan, ID 83434
Christopher Whillock Bob Whillock Customer Information: Contractor: Address: City, State, Zip: SCOTT STOKER Contact Person: Office Phone: Radix #: Truss Sales: Bob Whillock Framer/Job
Super: (208) 251-6406 Cell: Subdivision: Purchase Order: (208) 251-6406 Cell: Job Site Phone: (208) 589-9072 Cell: Loading: 35 0 88 TC BC LL DL Spacing 24 Loading:51 QTY SPAN DESC
PITCH TC/BC OH - L OH - R LoadedPLIES WeightShip Ht 1 36-00-00 A1 6.00 2x4 2x41 / 01-00-00 01-00-00 232 lbs 09-09-15 10 36-00-00 A2 6.00 2x4 2x41 / 01-00-00 01-00-00 193 lbs 09-09-15
12 36-00-00 A3 6.00 2x4 2x41 / 01-00-00 193 lbs 09-09-15 11 35-10-08 A4 6.00 2x4 2x41 / 01-00-00 188 lbs 09-09-15 1 35-10-08 A5 6.00 2x4 2x41 / 01-00-00 232 lbs 09-09-15 1 23-06-00
B1 6.00 2x4 2x41 / 01-00-00 01-00-00 174 lbs 06-08-07 4 23-06-00 B2 6.00 2x4 2x41 / 01-00-00 01-00-00 109 lbs 06-08-07 1 22-00-00 C1 6.00 2x4 2x41 / 120 lbs 05-10-03 Page 1 of 211700
W Franklin Road, Boise, ID 83709 (208) 322-4567 -- 515 West Main Street, Jerome, ID 83338 (208) 324-8161 Accepted By Date ____ / ____ / ________ 41 41 7,510 09-09-15 Total Trusses
Total Plies Total Weight Max Truss Ht Thank you for your business. This bid is subject to approval of shop drawings. When awarded job, any additions or deletions shall be adjusted.
NOTE: If not accepted within 30 days of the above date, this quotation is subject to possible price revision. Franklin Building Supply, Inc., warns that trusses can cause property
damage or personal injury if improperly installed or braced. Customer's, or his agent's acceptance hereof shall constitute his afirmative representation that he is fully trained in
the proper and safe methods of truss installation and bracing. Refer to the provided pamphlet entitled, "Bracing Wood Truss: Commentary and Recommendations", published by Truss Plate
Institue, Inc. Do not cut, alter, or use damaged trusses without engineering approval. Driver Date Time ____ / ____ / ________ ____:_____ OT IF Page
2 of 211700 W Franklin Road, Boise, ID 83709 (208) 322-4567 -- 515 West Main Street, Jerome, ID 83338 (208) 324-8161
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intelliview.pdf\intelliVIEW
8'30'6' 44' 46'22' 8'36' 14'23'6"30'6" Roof Plane Sheathing Area = 3202 sq. ft Gable Sheathing Area = 494 sq. ft Total Sheathing Area = 3696 sq. ft Fascia Material = 216 linear ft Valley
Flashing Material = 74 linear ft Ridge Cap Material = 103 linear ft A5 A1 B1 (4) B2 C1 (12) A3 (6) A2 (4) A2 (11) A4 PAGE NO: 1 OF 1 JOB NO: PB191309 Job:: PB191309 Cont:: SCOTT STOKER
Desc:: BARNEY AMY 6/12
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