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Home My WebLink AboutTRUSS ENGINERING CRITERIA - DESIGN LOADS-----Project lnforf ''on: Name: Kost Truss, Inc Jim Campbell BID#285 4175 SW Martin Highway Address: Pepe Res Pala City, FL 34990 ---- — -- -- --- -- - - c- (?772) 286-3700City, State, Zip: White City, FL i I GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS: Building Code & Chapter Computer Program Used. FBC 2014 REI VIEW by Alpine - - -- ---- ---- --- CANNED Gravity: 45 psf Roof Total Load Gravity: 40 psf Floor Total Load BY - - - - ----- ------ -- - t u-01 Couni wind: 'I 70 - _ _ - mph from _ ASCE 7-10 code This package ipcludes a Truss Index Sheet and 7 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 Requlations. r \\01 E1 11/o/�i •'i' EN � . 00 11 Ali 02/19/18 2 A2I 02/19/18 3 A3I 02/19/18 4 A41 02/19/18 5 B1I 02/19/18 6 B2 1 02/19/18 71 C1 ! 1 02/19/18 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. Delegated Engineer: T. Stiles Peet, P.E., S.E. Professional Structural Consultants Stiles Engineering Group, Inc. FL Reg Nos: PE# 49200 CA# 27788 ` 850 NW Federal Hwy, Suite 172. Stuart, FL 34994 TEL: 772-223-9883 FAX:772-223-9502 II HomeBASE by Alpine Page 1 of 1 I L 24'3" BASE TRUSS SPAN - 31'5" - BASE TRUSS SPAN TRUSS LAYOUT BY: O.I =LLNm W. KOST INC. '`jam Z 4175 MARTIN HWY. PALM CITY, FL. 34990 r �31'LL b E OIL sL Pepe res. 331 Hosbine St. Fort Pierce 1 and 2.5/12 Vaulted O.H. LENGTH: 18" O.H. END CUT: Square _ HEEL HGT: Standard 2x4 ' DESIGN CRITERIA: FBC 2014/TPI-07 WIND DESIGN CRITERIA: ASCE 7-10 WND SPEED: 170 MPH WIND EXPOSURE: "C" BLDG.TYPE:Cbsed DESIGNED ROOF LOADS TOP CHORD LL = 20 TOP CHORD DL = 15 BOT CHORD LL = 0 BOT CHORD DL= 10 TOTAL LOAD = 45# PSF I i' � I - 2.5/12 vaulted ceiling NOTE: REFER TO INDIVIDUAL ENGINEERED TRUSS DWGS. FOR SPECIFIC TRUSS INFORMATION THE INFORMATION ON THIS TRUSS LAYOUT ALONG WITH THE INDIVIDUAL ENGINEERED TRUSS DWGS. HAVE BEEN REVIEWED AND THE TRUSSES ARE APPROVED FOR PRODUCTION BY: JOB. NO: NAME: DATE: BID#285 f1� PAGE NO: 1 OF 1 1oD:kbiui'FGt5o) /Jim uampoeu t3IU;FZbb / Al Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 .Lumber-value.set"13B"-uses design values.approved-1/30/2013-by-ALSO -- See DWGS A18015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Bottom chord checked for 10.00 psf non -concurrent live load. 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 All plates are 1.5X4 except as noted. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT Il, 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. Left cantilever is exposed to wind 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 1.50. 168"8 ♦ 15'8"8 [- 1'8"8 1 2' 1 2, 1 2, — 1 2, 1 2' — 1 2, 1_ 2, 1 2, 1 2, 1_ 2, 1 2, 1 2' _ 1 2, i 2, 1 1,8„8 LB"i- =sXb 309 =3X5 =3X5 �— 1,8"8 1 2, - 1 2, 1 2, 12, 1 2, - 1 2, 1 2, 1 2• 1 2, _I_ 2, 1 2, 1 2, 1 2, 1 2, 1,f 1,8„8 31'5" R=95plf U=100pif RL=8/-8plf W=30'9" (Rigid Surface) DESC. = Al SEQ = 74425 PLT. TYP.-WAVE DESIGN CRIT=FBC2014RES/rP1-2007FT/RT=20%(0%u10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 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 J. STILES TC LL 20.Opsf i 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 P E ET PE# 49200 CA# 27788 TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DATE 01-10-2018 DRWG O/A LEN. 310500 DUR.FAC. 1.25 JOB #: BID#285 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 GABL JOD:(tjiu3Fzbo) um uampDell t il-142 0 / AZ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 1650f-1.5E :T2 2x4 SP #2: Bot chord 2x4 SP 1650f-1.5E Webs 2x4 SP #3 :Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. . All wind load cases on this truss have a 1.33 duration factor. 15'8"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 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. Calculated horizontal deflection is 0.28" due to live load and 0.55" due to dead load. In lieu of rigid ceiling use pudins to brace BC @ 24" oc. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.46" due to live load and 0.91" due to dead load at X = 15-8-8. 15'8"8 1= 5'410 'i" 91"15 . i 5'1"15 + 5'1"15 'i" 5111,15 i5'4"10 11"81 i 74"15 15'8"8 R=1460# U=627# RL=255/-255# W=3"8 (Rigid Surface) 31'5" 7'4"1 i 7'41 15'8"8 7'4"15 11"�'_i R=1460# U=627# W=8" (Rigid Surface) DESC. = A2 SEQ = 75459 PLT. TYP.-WAVE DESIGN CRIT=FBC2014RES/iP1-2007FT/RT=20%(0%)/10(0) QTY= 10 TOTAL= 10 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 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 A553 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS P E ET PE# 49200 CA# 27788 TICDL 15.Opsf BC DL 10.Opsf BC LL 0.0psf TOT.LD. 45.Opsf DATE 02-19-2018 DRWG O/A LEN. 310500 DUR.FAC. 1.25 JOB #: BID#285 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/rPl 1-1995 SECTION 2. 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 SPACING 24.0.1 TYPE SCIS JOD:(t31U;FLtfS) /JIM uampDell bIU;;Zt35 / AJ Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 Bot chard 2x4 SP 1650f-1.5E Webs 2x4 SP #3 :W6 2x6 SP #2: :Lt Wedge 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. 168"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, 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. Calculated horizontal deflection is 0.15" due to live load and 0.31" due to dead load. In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 11'9"12 f 5'4"10 i5'1"15 + 5'1"15 15'115 i 6'2"5 -� �� 3'10"12 PA1 ii T 7'8"7 15'7"6 R=1272# U=541# RL=260/-216# W=3"8 (Rigid Surface) 27'5"2 7'4"1 i7'4"1 11'9"12 4'0"3 — R=1285# U=551# W=8" (Rigid Surface) DESC. = A3 SEQ = 75466 PLT. TYP.-WAVE DESIGN CRIT=FBC2014REsrrP1-2007 FTIRT=20%(0%)110(0) QTY= 5 TOTAL= 5 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 ZARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. FER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI RUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PEREORMING 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 ?PI 1.1995 SECTION 2. T . STILES P E ET PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart,tuaFL 34994 TC LL 20.0 sf p TIC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf REF DATE 02-19-2018 DRWG O/A LEN. 310500 DUR.FAC. 1.25 JOB #: BID#285 SPACING 24.0" TYpE COMN Ob:(bIU428b) /Jim Campbell BIU#285 / A4 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Sot chord 2x4 SP #2 Webs 2x4 SP #3 -Lumber value -set "13B" uses design -values approved -1 /30/2013-by ALSC--- - -- Bottom chord checked for 10.00 psf non -concurrent live load. 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 All plates are 1.5X4 except as noted. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, 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. 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 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 168"8 + 1110"8 I- 5'8"1 + 5'0"4 + 5,0"4 + 5'11"4 i 5'11"4 -� —3-2"11 - 'i" 4'117 I 7'6"6 + 5'11"4 'i" 57'12 R=353plf U=100plf RL=68/-56pif W=3'10" R=1200# U=241# W=8" (Rigid Surface) (Rigid Surface) DESC. = A4 SEQ = 75457 PLT. TYP.-WAVE DESIGN CRIT=FBC2014RESrrPI-2007FT/RT-M(0%)/10(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, 583 T. STILES TC LL 20.Opsf REF KOST TRUSS, INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN H WY 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 WTH 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 E E T PE# 49200 CA# 27788 TIC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DATE 02-19-2018 DRWG O/A LEN. 270700 DUR.FAC. 1.25 JOB #: BID#285 '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 COMN UOD:(t5iu?FGtSS) /jim uampDell biLmzbo / bi THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/1/2013) All plates are 1.5X4 except as noted. 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 #2 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. --tumberval0e seY"13B"uses tlesignvalues approvedl/3012013tiy ACSC - - - --- - - - - - - -- - - - - - In lieu of rigid ceiling use purlins to brace BC @ 24" oc. See DWGS A18015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. , Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. I. 12'1"8 -}12'18 �— 2'1„B 1 2' - 1 2' 1 2, —'.f— 2' 1 2' 1 2' 1 2' 1 2' 1 2' 1 2' 1 2'1"8 ----1 �— 2'1"6 --� zot0 24'3" 2,1„8 2' T_ 2, _ 1 2' 2' 2' 2' 2, 2' _ 2' 2' 2,1"8 I►- 1'9"6 -- R=104plf U=100plf RL=11/-11plf W=24'3" (Rigid Surface) DESC. = B1 SEQ = 75475 PLT. TYP.-WAVE DESIGN CRIT=FBC20I4RESrrPI-2007FTIRT=20%(0%)/10(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, 583 T STILES TICLL 20.Opsf REF 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 _ P E ET TIC DL 15.Opsf BC DL 10.Opsf DATE 02-19-2018 DRWG KOST TRUSS, INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WTH 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 PE# 49200 CA# 27788 BC LL 0.00sf TOT.LD. 45.Opsf O/XLEN, 240300 DUR.FAC. 1.25 JOB #: BID4285 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 GABL .I OD:(t31u;FLtsS) /Ulm uampuen tilu;;zdb / t31 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set "13B" uses design values -approved 1/30/2013-by-ALSC - -- Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. 12'1"8 IL— 5'4"9 r 8' [-- 2'1"6 R=1282# U=561# RL=258/-261# W=3" (Rigid Surface) 6'8"15, 247' 87"! 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, 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. All wind load cases on this truss have a 1.33 duration factor. 6'8"15 12'1"8 5'4"9 �-- 1'9"6 +I R=1252# U=545# W=3" (Rigid Surface) DESC. = B2 SEQ = 75468 PLT. TYP: WAVE DESIGN CRIT=FBC2014RESRPF2007FT/RT=2Mi0%)110(0) QTY= 13 TOTAL= 13 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 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 P E ET PE# 49200 TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf DATE 02-19-2018 DRWG O/A LEN. 240300 4175 SW MARTIN HWY PALM CITY, FL 34990 772-286-3700 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/rP11-1995SECTION 2. CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL34994 TOT.LD. 45.Opsf DUR.FAC. 1.25 JOB #: BID#285 SPACING 24.0" TYPE COMN JoD:(biu;;zt55) /Jim uampDeii tilU mbb / L;i Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value se -13B" uses design values approved f/30/2013by ALSC See DWGS A18015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. T 1 2'3" + 2'3" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 1.5X4 except as noted. 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. Right end vertical not exposed to wind pressure. 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 1.50. R=86plf U=100plf RL=29/-8pif W=3'10" (Rigid Surface) R=85# U=46# W=8" (Rigid Surface) DESC. = C1 SEQ = 74427 PLT. TYP.-WAVE DESIGN CRIT=FeC2014RESrrPI-=7FT/RT=20%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 SCALE=1.0000 "WARNING' TRUSSES REQUIRE EXTREME -CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T STILES TICLL 20.Opsf REF DATE 01-10-2018 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 ANSI/TP11-1995 SECTION 2. . P E ET PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 TIC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 45.Opsf DRWG O/A LEN. 40600 DUR.FAC. 1.25 JOB #: BID#285 SPACING 24.0" TYpE GABL