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Home My WebLink AboutTruss drawningsTC LL REF TC DL DATE BC DL DRWG BC LL TOT.LD.O/A LEN. DUR.FAC. TYPE **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. T. STILES PEET PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. All wind load cases on this truss have a 1.33 duration factor. LEFT RAKE = 1'1"5 RIGHT RAKE = 1'1"5 DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/10(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25 SPACING 24.0"COMN JOB #: BID477 160200 08-18-2020 REV. 17.02.02B.0123.11QTY= 3 TOTAL= 3 SEQ = 115834 16'2" 8'1"8'1" 1'1"8 1'1"8 4"24'2"104'8"25.75 12 3X5(A1) 1.5X4 4X4 5X7 1.5X4 3X5(A1) R=1019# U=358# RL=214/-214# W=8" (Rigid Surface) R=1019# U=358# W=8" (Rigid Surface) Job:(BID477) / A1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT SCALE =0.3750 PDF created with pdfFactory Pro trial version www.pdffactory.com TC LL REF TC DL DATE BC DL DRWG BC LL TOT.LD.O/A LEN. DUR.FAC. TYPE **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. T. STILES PEET PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 Top chord 2x4 SP 2850f-2.3E :T2 2x4 SP #2: Bot chord 2x4 SP 2850f-2.3E Webs 2x4 SP #3 Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 93 plf at -1.13 to 93 plf at 7.00 TC: From 47 plf at 7.00 to 47 plf at 9.17 TC: From 93 plf at 9.17 to 93 plf at 17.29 BC: From 4 plf at -1.13 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 7.03 BC: From 10 plf at 7.03 to 10 plf at 9.14 BC: From 20 plf at 9.14 to 20 plf at 16.17 BC: From 4 plf at 16.17 to 4 plf at 17.29 TC: 390.47 lb Conc. Load at 7.03, 9.14 BC: 592.63 lb Conc. Load at 7.03, 9.14 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.All wind load cases on this truss have a 1.33 duration factor. LEFT RAKE = 1'1"5 RIGHT RAKE = 1'1"5 DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/10(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25 SPACING 24.0"HIPS JOB #: BID477 160200 08-18-2020 REV. 17.02.02B.0123.11QTY= 1 TOTAL= 1 SEQ = 115840 16'2" 7'2'2"7' 1'1"8 1'1"8 4"23'8"64'1"14T2 7'0"6 390# 2'1"4 390# 593#593# 7'0"6 5.75 12 4X6(A2) 5X7 3X5 H0310 3X5 4X6 4X6(A2) R=1941# U=769# W=8" (Rigid Surface) R=1941# U=769# W=8" (Rigid Surface) Job:(BID477) / A2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT SCALE =0.3750 PDF created with pdfFactory Pro trial version www.pdffactory.com TC LL REF TC DL DATE BC DL DRWG BC LL TOT.LD.O/A LEN. DUR.FAC. TYPE **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. T. STILES PEET PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 Top chord 2x4 SP #2 Bot chord 2x4 SP 2850f-2.3E Webs 2x4 SP #3 Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1.51 to 92 plf at -0.09 TC: From 2 plf at -0.09 to 2 plf at 9.84 BC: From 0 plf at -1.51 to 4 plf at -0.09 BC: From 2 plf at 0.00 to 2 plf at 9.84 TC: -14.57 lb Conc. Load at 1.42 TC: 211.66 lb Conc. Load at 4.25 TC: 392.33 lb Conc. Load at 7.08 BC: 17.14 lb Conc. Load at 1.42 BC: 106.23 lb Conc. Load at 4.25 BC: 188.48 lb Conc. Load at 7.08 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.All wind load cases on this truss have a 1.33 duration factor. LEFT RAKE = 1'5"15 DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/10(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25 SPACING 24.0"HIP_JACK JOB #: BID477 91001 08-18-2020 REV. 17.02.02B.0123.11QTY= 2 TOTAL= 2 SEQ = 115838 9'10"11'6"1 4"2 3'8"24'1"71'5"1 -15# 2'9"15 212# 2'9"15 392# 17#106#188# 2'9"2 4.07 12 3X5(A1) 1.5X4 5X7 R=444# U=259# W=10"9 (Rigid Surface) R=466# U=163# NAILED R=99# U=66# NAILED Job:(BID477) / HR7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT SCALE =0.5000 PDF created with pdfFactory Pro trial version www.pdffactory.com TC LL REF TC DL DATE BC DL DRWG BC LL TOT.LD.O/A LEN. DUR.FAC. TYPE **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. T. STILES PEET PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 Top chord 2x4 SP 2850f-2.3E Bot chord 2x4 SP #2 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design.In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. All wind load cases on this truss have a 1.33 duration factor. LEFT RAKE = 1'1"5 DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/10(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25 SPACING 24.0"EJACK JOB #: BID477 7 08-18-2020 REV. 17.02.02B.0123.11QTY= 2 TOTAL= 2 SEQ = 115832 7'1'1"8 4"2 3'8"64'1"145.75 12 3X5(A1) R=519# U=136# RL=228/-104# W=8" (Rigid Surface) R=127# NAILED R=291# U=189# NAILED Job:(BID477) / J7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT SCALE =0.5000 PDF created with pdfFactory Pro trial version www.pdffactory.com TC LL REF TC DL DATE BC DL DRWG BC LL TOT.LD.O/A LEN. DUR.FAC. TYPE **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. T. STILES PEET PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design.In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. All wind load cases on this truss have a 1.33 duration factor. LEFT RAKE = 1'1"5 DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/10(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25 SPACING 24.0"JACK JOB #: BID477 50007 08-18-2020 REV. 17.02.02B.0123.11QTY= 4 TOTAL= 4 SEQ = 115835 5'0"71'1"84"22'9"13'2"95.75 12 3X5(A1) R=412# U=112# RL=171/-83# W=8" (Rigid Surface) R=94# NAILED R=196# U=129# NAILED Job:(BID477) / CJ5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT SCALE =0.7500 PDF created with pdfFactory Pro trial version www.pdffactory.com TC LL REF TC DL DATE BC DL DRWG BC LL TOT.LD.O/A LEN. DUR.FAC. TYPE **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. T. STILES PEET PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design.In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. All wind load cases on this truss have a 1.33 duration factor. LEFT RAKE = 1'1"5 DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/10(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25 SPACING 24.0"JACK JOB #: BID477 30007 08-18-2020 REV. 17.02.02B.0123.11QTY= 4 TOTAL= 4 SEQ = 115829 3'0"71'1"84"21'9"92'3"15.75 12 3X5(A1) R=309# U=92# RL=113/-61# W=8" (Rigid Surface) R=53# NAILED R=106# U=72# NAILED Job:(BID477) / CJ3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT SCALE =1.0000 PDF created with pdfFactory Pro trial version www.pdffactory.com TC LL REF TC DL DATE BC DL DRWG BC LL TOT.LD.O/A LEN. DUR.FAC. TYPE **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. T. STILES PEET PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design.In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. All wind load cases on this truss have a 1.33 duration factor. LEFT RAKE = 1'1"5 DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/10(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25 SPACING 24.0"JACK JOB #: BID477 10007 08-18-2020 REV. 17.02.02B.0123.11QTY= 4 TOTAL= 4 SEQ = 115830 1'0"71'1"84"210"11'3"95.75 12 3X5(A1) R=251# U=101# RL=55/-40# W=8" (Rigid Surface) R=9/-7# Rw=18# U=13# NAILED R=-22# Rw=37# U=39# NAILED Job:(BID477) / CJ1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT SCALE =1.0000 PDF created with pdfFactory Pro trial version www.pdffactory.com TC LL REF TC DL DATE BC DL DRWG BC LL TOT.LD.O/A LEN. DUR.FAC. TYPE **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. T. STILES PEET PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design.In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. See DWG VAL180101014 for valley details.All wind load cases on this truss have a 1.33 duration factor. DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/10(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25 SPACING 24.0"VAL JOB #: BID477 40115 08-18-2020 REV. 17.02.02B.0123.11QTY= 1 TOTAL= 1 SEQ = 115837 4'1"15 2'1"2'1" 0"41'0"35.75 12 3X5(D1) 3X5 3X5(D1) R=112plf U=100plf RL=7/-7plf W=4'1"15 (Rigid Surface) Job:(BID477) / V1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT SCALE =1.0000 PDF created with pdfFactory Pro trial version www.pdffactory.com TC LL REF TC DL DATE BC DL DRWG BC LL TOT.LD.O/A LEN. DUR.FAC. TYPE **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. T. STILES PEET PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. See DWG VAL180101014 for valley details. All wind load cases on this truss have a 1.33 duration factor. DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/10(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25 SPACING 24.0"VAL JOB #: BID477 80115 08-18-2020 REV. 17.02.02B.0123.11QTY= 1 TOTAL= 1 SEQ = 115831 8'1"15 4'1"4'1" 0"41'11"115.75 12 3X5(D1) 4X4 3X5 3X5(D1) R=113plf U=100plf RL=9/-9plf W=8'1"15 (Rigid Surface) Job:(BID477) / V2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT SCALE =1.0000 PDF created with pdfFactory Pro trial version www.pdffactory.com TC LL REF TC DL DATE BC DL DRWG BC LL TOT.LD.O/A LEN. DUR.FAC. TYPE **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. T. STILES PEET PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. See DWG VAL180101014 for valley details. All wind load cases on this truss have a 1.33 duration factor. DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/10(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25 SPACING 24.0"VAL JOB #: BID477 120115 08-18-2020 REV. 17.02.02B.0123.11QTY= 1 TOTAL= 1 SEQ = 115836 12'1"15 6'1"6'1" 0"42'11"35.75 12 3X5(D1) 4X4 3X5 3X5(D1) R=113plf U=100plf RL=9/-9plf W=12'1"15 (Rigid Surface) Job:(BID477) / V3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT SCALE =0.5000 PDF created with pdfFactory Pro trial version www.pdffactory.com