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Home My WebLink AboutTRUSS PAPERWORKK®Si TRUSS, INC. ROOF & FLOOR TRUSSES 4175 SW Martin Highway Palm City, FI.34990 Phone: (772) 286-3700 GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS: Building Code & Chapter. • Computer Program Used. FBC 2017 RES VIEW by Alpine Gravity: Gravity: Project Information.- ame: Costanzo res. &/A#39CS Address: 26 Aqua Ra Dr. City. state. Zln: Jensen Beach 45 # PSF ROOF TOTAL LOAD NIA_# PSF FLOOR TOTAL LOAD Wind. 170 MPH (ASCE 7-1 I SCANNED ®Y St Lucie CCntrn This package Includes a truss index sheet and 10 individual truss design drawings, Together with the attached index of the Truss System Design Drawings. I hereby certify that this serves as a cover sheet in accordance with chapter 61 G15-31.003 of the Florida Board of Professional Regulations. 49200 sr , � : ArE OF Al �� /lllllll I No. I Truss ID# Date: 1 Al 10/4/2018 2 A2 10/4/2018 3 V1 10/4/2018 4 V2 10/4/2018 5 V3 10/4/2018 6 V4 10/4/2018 7 V5 10/412018 8 V6 10/4/2018 9 V7 1 10/4/2018 NOTE: Furthermore, the responsibility of the undersigned is solely limited to the design of the truss components shown. The suitability and use of these trusses for any building is the responsibility of the building designer. FRECEIVED OCT 15 2018 ucie County, Permitting Delegated Engineer: T. Stiles Peet, RE Stiles Engineering Group, Inc. FL Reg Nos: PE# 49200 CA# 27789 850 NW Federal Highway, Suite 172 Stuart, Fl. 34994 Off: (772) 223-9883 Fax: (771) 223-9502 No. Truss,ID# Date: > n . JOD: 01LJiF345 / Al THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 All plates are 1.5X4 except as noted. Bat chord 2x4 SP #2 Webs 2x4 SP 93 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT ll, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/.)=0.18 See DWGS A18015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Wind loads and reactions based on MWFRS with additional C&C member design. In lie_ u of_rigid ceiling use puriins to brace,BC_(d�.24'_oc._ —_ — - -- - — -- — -- Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. All wind load cases on this truss have a 1.33 duration factor. 1478 + 142'8 --.2-1.2 --"-1 I---.2-1"2 --1 R=103plf U=100plf RL=848plf W=295' (Rfgfd Surface) LEFT RAKE = 2'1 "5 RIGHT RAKE = 2'1 "5 SEQ = 85024 PLT. TYP.-WAVE DESIGN CRR-FBC2017RESnPi-2014FTMT-M(0%yfIXS) QTY= 1 TOTAL=1 REV. 17.02.02B.0123.11 SCALE=0.2500 •'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 T. STILES TIC LL 20.Opsf REF KOST TRUSS INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHAD_ 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 NOS (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 �� PE# 49200 CA# 27788 TIC DL 15.Opsf BC DL 10.Opsf BC LL 0.0psf TOT.LD. 45.Opsf DATE 09-28-2018 DRWG O/A LEN. 280500 DUR.FAC. 1.25 JOB #: BID#345 PALM CITY, FL 34990 772-286-3700 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 ANSITTPI 1-1995 SECTION 2. 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 SPACING 240" . TYPE GABL )D:(tilL>aF345) / AL THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top 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 Bot chord 2x4 SP 1650f-1.5E DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Webs 2x4 SP #3 In lieu of rigid ceiling use purlins to brace BC Qa 24" oc. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection -meets -L1360-live and-L/2404otal-load.-Creep Increase factor for is-2.00. - -- - - - --- - - - — - - Ail wind load cases on this truss have a 1.33 duration factor. I- 1478 + 14'2'8 28'5" 2-1"2 _..I R=1457# U=646# RL=235/-2359 W=8" (Rigid Surface) 2-1-2 --�{ R=1457# U=646# W=8" (Rigid Surface) LEFT RAKE = 2'1"5 RIGHT RAKE = 2'1"5 SEQ = 85035 PLT. TYP: WAVE DESIGN CRIT4SC2017RESnPF2014 FT/RT-2096( 00(0) QTY= 9 TOTAL= 9 REV. 17.02.02B.0123.11 SCALE=0.2500 -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 T. STILES TC LL 20.Opsf REF KOST TRUSS, INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY 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 PEET PE# 49200 CA# 27788 TO DL 15.Opsf BC DL 10.Opsf BC LL 0.0psf TOT.LD. 45.Opsf DATE 09-28-2018 DRWG O/A LEN. 280500 DUR.FAC. 1.25 JOB #: BID#345 PALM CITY, FL 34990 772-286-3700 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/rPI 1-1995 SECTION 2. 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 1 SPACING 24.0" TYPE COMN IOD:(t31LRF--4O) / V 1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 170 mph wind, 15.00It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC But chord 2x4 SP #2 DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Wind loads and reactions based on MWFRS with additional C&C member design. " Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1:33 duration factor. See DWG VAL180101014 for valley details. 2'l"12 12 4 p =3X5 2'1"12 -3X5(D1 a3X5(D1) a1 m l� 4'3"8 R=91plf U=100plf W=4'3"8 (Rigid Surface) SEQ = 85022 PLT.TYP: WAVE MIGNCRIT=FBC2017RESlrIF=4Fr1Rr-2D*0%y1IXB) QTY= 1 TOTAL= 1 REV. 17.02.02B.0123.11 SCALE=1.0000 "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 T. STILES TC LL 20.Opsf REF KOST TRUSS INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY 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 BYTHE 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 P tLJ PE# 49200 CA# 27788 TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DATE 09-28-2018 DRWG O/A LEN. 40308 DUR.FAC. 1.25 JOB* BID#345 PALM CITY, FL 34990 772-286-3700 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-7- 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 ANSIlTPI 1-1995 SECTION 2. 850 NW Federal Hwy, Suite 172 Stuart,FL 34994 . SPACING 240" TYPE VAL )D:(t31U4645) / VZ Top chord 2X4 SP #2 Bot chord 2X4 SP #2 In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00. All wind load cases -on this truss have a 1.33 duration faetor.— 4'1"12 =3X5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP C, wind TIC 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. Bottom chord checked for 10.00 psf non -concurrent live load. See DWG VAL180101014 for valley details. 4'1'12 W-8'3"8 SEQ = 85012 PLT. TYP: WAVE DESIGN CRIT-FSC20I7RESRPF2014FT/RT12Dffi(0%y1IX0) QTY=1 TOTAL= 1 REV. 17.02.02B.0123.11 SCALE=1.0000 -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, W3 T. STILES TC LL 20.Opsf REF KOST TRUSS INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY D'ONOFRIO DR., SUITE 200, MADISON, WL 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 NOS (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 I.L., PE�� PE# 49200 CA# 27788 IDL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DATE 09-28-2018 DRWG O/A LEN. 80308 DUR.FAC. 1.25 JOB* BID#345 PALM CITY, FL 34990 772-286-3700 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. 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 SPACING 24.0" TYPE VAL DD:(I3ILJ?F340) IV i Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Deflection -meets _U360-live and-U240 total -load. -Creep increase factor fordead-load is 2.00. - All wind load cases on this truss have a 1.33 duration factor. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASIDE 7-10, CLOSED bidg, not located within 4.50 It from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind SC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. See DWG VAL180101014 for valley details. MWFRS loads based on trusses located at least 7.50 it. from roof edge. I. 6'1"12 6'1"12 R=91plf U=100pif RL=5plf W=1278 (Rigid Surface) SEQ = 85019 PLT. TYP: WAVE DESIGN CRIT-FBC2DI7RESfTPI.2014Fr1RT 20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 17.02.02B.0123.11 SCALE=0.5000 -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 T STILES TC LL 20.Opsf REF KOST TRUSS INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY PALM CITY, FL 34990 772-286-3700 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 NOS (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 BUILDING DESIGNER, E PER ANSI/TPI 11-1-1995 SECTION 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE . IL..-. {4—� P� PE PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 TC IL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT,LD. 45.Opsf DATE 09-28-2018 DRWG O/A LEN. 120308 DUR.FAC. 1.25 JOB #: BID#345 SPACING 24.0" ITYPE VAL )D:(t5ILRF340) / V4 Top chord 2x4 SP 1650f--1.5E Bot chord 2x4 SP #2 Webs 2x4 SP #3 In lieu of rigid ceiling use puffins to brace BC @ 24" oc. All wind load cases on this truss have a 1.33 duration factor. =4X4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, 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. Bottom chord checked for 10.00 psf non -concurrent live load. See DWG VAL180101014 for valley details. MWFRS loads based on trusses located at least 7.50 fL from roof edge. 8'1"12 mi R=91plf U=100plf RL=6/-6plf W=163"8 (Rigid Surface) SEQ = 85026 PLT. TYP.-WAVE DESIGN CRIT=FBC2017RESaR-2014FT/RT40%(0%)1IX0) QTY= 1 TOTAL= 1 REV. 17.02.02B.0123.11 SCALE=0.5000 —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 T. STILES TC LL 20.Opsf REF KOST TRUSS INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY PALM CITY, FL 34990 772-286-3700 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 ANSIfrPI 1-1995 SECTION 2. P LL... LL.. PE PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DATE 09-28 2018 DRWG O/A LEN. 160308 DUR.FAC. 1.25 JOB #: BID#345 SPACING 24.0" TYPE VAL )D:(131U1F345) / V5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, Bot chord 20 SP #2 wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of rigid ceiling use purfins to brace BC @ 24" oc. Bottom chord checked for 10.00 psf non -concurrent live load. Detieclion meets L/380-f1`ve and 17240"totafload.-Creep increase or or derma load hs 2:00. -- - - --- -- - -- --- - -- - See DWG VAL180101014 for valley details. All wind load cases on this truss have a 1.33 duration factor. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 10'1"12 + 10'1'12 =axa R=91plf U=100plf RL=61-6plf W=293"8 (Rigid Surface) SEQ = 85014 PLT.TYP: WAVE DESIGN CRUW002017REWK-2014Ftt9T-2V%(0%y10(0) QTY= 1 TOTAL= 1 REV. 17.02.02B.0123.11 SCALE=0.3750 -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 T. STILES TC LL 20.Opsf REF KOST TRUSS INC. i ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY PALM CITY, FL 34990 772-286-3700 D'ONOFRIO DR., SUITE 200, MADISON. WL 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 ANSUTPI 1-1995 SECTION 2. PEE PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DATE 09-28-2018 DRWG O/A LEN. 200308 DUR.FAC. 1.25 JOB #: BID#345 SPACING 24.0" TYpE VAL 0D:jIIJILJ9f34b) / Vt) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Deflection -meets -U360 live and-U240 total -load. Creep increase factor for dead load is 2:00. - -- All wind load cases on this truss have a 1.33 duration factor. 12'1"12 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 e Wind loads and reactions based on MWFR8 with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. See DWG VAL180101014 for valley details. MWFRS loads based on trusses located at least 7.50 fL from roof edge. 12'1"12 R--92pif U=100p11 RL=6/-6pit W=24'3"8 (Rigid Surface) SEQ = 85021 PLT. TYP.-WAVE DESIGN CRIT=FBC2DI7RESfrP1-2014 FT/RT 2094 Y10(0) QTY= 1 TOTAL= 1 REV. 17.02.02B.0123.11 SCALE=0.2500 —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, 5W T. STILES TC LL 20.0 sf p REF KOST TRUSS INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN H WY PALM CITY, FL 34990 772-286-3700 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 ANSIIrPI 1-1995 SECTION 2. ET PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 IDL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DATE 09-28-2018 DRWG O/A LEN. 240308 DUR.FAC. 1.25 JOB #: BID#345 SPACING 24.0" TYPE VAL DD:(t5ILN345) / V/ Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Deflection-meets.U360.live-and.U240-totalload.-Creep increase -factor -for dead load is 2:00, - All wind load cases on this truss have a 1.33 duration factor. 14'1"12 293'8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, 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. Bottom chord checked for 10.00 psf non -concurrent live load. See DWG VAL180101014 for valley details. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 14'1"12 R=92plf U=100plf RL=61-6plf W--28'3'8 (Rigid Surface) SEQ = 85028 PLT. TYP: WAVE DESIGN CRR=FBCAI7RES/rPF2014FT/RT-20*0%Y10(0) QTY= 1 TOTAL= 1 REV. 17.02.02B.0123.11 SCALE=0.2500 KOST TRUSS, INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY PALM CITY, FL 34990 772-286-3700 —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-7- 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 T PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 TIC ILL 20.Opsf IDL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD, 45.Opsf REF DATE 09-28-2018 DRWG O/A LEN. 280308 DUR.FAC. 1.25 JOB #: BID#345 SPACING 94 ITYPE VAI. J00:(t31tNFS45) / V6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, Bat chord 2x4 SP #2 wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Webs 2x4 SP #3 :Lt Stub Wedge 2x4 SP #3::Rt Stub Wedge 2x4 SP #3: Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. In lieu of rigid ceiling use purlins to brace BC @ 24" oc. See DWG VAL180101014 for valley details. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. All wind load cases on this truss have a 1.33 duration factor. 141'14 i141"14 I~ 2-0.10 ---{ �- 2-0.10 ---{ R=102plf U=100plf RL=8L8plf W=28'3"12 (Rigid Surface) LEFT RAKE = 2'0" 13 RIGHT RAKE = 2'0" 13 SEQ = 85030 PLT. TYR-WAVE DESIGN CRR--FBC2017RES(TPF2014 FNRT=2D%(0%y1IX0) QTY= 1 TOTAL= 1 REV. 17.02.02B.0123.11 SCALE=0.2500 "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 T. STILES TC LL 20.Opsf REF KOST TRUSS, INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY 90NOFRIO 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 WIT1'1 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 P ® 1lJ LL I PE PE# 49200 CA# 27788 TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DATE 09-28 2018 DRWG O/A LEN. 280312 DUR.FAC. 1.25 JOB #: BID#345 PALM CITY, FL 34990 772-286-3700 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-7- 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. 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 . SPACING 240" TYPE VAL