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HomeMy WebLinkAboutGENERAL TRUSS ENGINEERING- -- Project Informs- .`-0n: ----- -- — - -- Name: Kost Truss, Inc PerryBelanger #7127ATTIC 4175 SW Martin Highway 8,0ANNEL,' Address: Palm City, FL 34990 BY _ 64Aqua Ra_Drive (772) 286-3700 city, state, zip: 5t Lucie County` I Jensen Beach, FL GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS: Building Code & Chapter. Computer Program Used: FBC 2017 RES VIEW by Alpine Gravity: 45 psf Roof Total Load Gravity: - _55 -- psf Floor Total Load --- - -------------------------- - ----- - --- - --- ---- - Wind., 170 mph from ASCE 7_10____ code This package includes a Truss Index Sheet and 9 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. Note: Furthermore, the responsibility of the undersigned is solely limited to the \ S PEE //� design of the truss components shown. The suitability and use of these �,E T trusses for any building is the responsibility of the building designer. co . NSE Delegated Engineer: T. Stiles Peet, P.E., S.E. 4 � � Professional Structural Consultants S�P-E 04 P� 2 Stiles Engineering Group, Inc. ' FL Reg Nos: PE# 49200 CA# 27788 ��i. / •••''NP�.�'��� 850 NW Federal Hwy, Suite 172. Stuart, FL 34994 TEL: 772-223-9883 FAX:772-223-9502 RECENED LPR 05 2018 eCounty, Permitting HomeBASE by Alpine Page 1 of 1 70'1 "8 18' 42'1 "8 10, TA T 1 GAl � N m w a G A � G u G G N m N = N N� l 5 1 fo 18' 42'1 "8 10, PAUK WELCH Mm MECH-ELECT-0-MIL EN& 1984 BILTMORE ST. #114 POST SAINT LUCIE, FL M84 PAUL WELCH R.E. FLA REG NO.29945 MAR 2 8 2018 N O JOB DESCRIPTION: Perry Belanger #7127ATTIC KOST TRUSS, INC. O D Z JOB ADDRESS: 64 Aqua Re Drive m I p BUILDER: Fill in later ROOF AND FLOOR TRUSSES n 4175 SW MARTIN HWY " PALM CITY, FL 34990 772-286-3700 SOD:(/ 1z(A I I It;) /terry Belanger #7127ATTIC / GE1 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 See DWGS A18015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. In lieu of rigid ceiling use purlins to brace BC QG 24" oc. Deflection meets U360 live and L/240 total load. Creep Increase factor for dead load is 2.00. 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 bidg, Located anywhere In roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL-5.0 psi. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. r' f: 1TV i^- 3'1" - _ 2' - -I-- 2' --1-- 2, --1 - 2, --I- _ 2' 2, ---12' ___}__ 2, --1 2, I 2, _--4_ 3,1„ --i i ( T2 12 5 B5X M5 T2 M5 %5X7 m UI T1 M2 M3 M4 M8 M4 M3 T1 03X5(A7 M1 M2 M1 03X5(A1) 4Ti 1 a5X7 h8" 24'10" 8.1 TV 2' 2' 2' ___F _ 2' 1-- 2' --I-- 2' —,.I-- 2, --4-- 2, _ 2, _ _1. __ 2, —_ 3,1„ --.i a 18„ 1 287' R=319# U=50$# RL=269/-269# W=6" (Rigid Surface) R=8l Sudece10) 2 Ir U=0p1f W=24'10" (Rig R=319# U=508# W=B" (Rigid Surface) DESC. = GE1 SEQ = 4654 PLT. TYP,-WAVE DESIGN CRIT•FOC2017RESNPI.2014FT1RT-20%(0%)n0(0) QTY= 2 TOTAL= 2 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 PROPERLYATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS RESIGN 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 1e0 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE T . "'TILES p E ET PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 45.0pSf REF DATE 03-23.2018 DRWG O/A LEN. 260200 DUR.FAC. 1.25 JOB #: 7127ATTIC SPACING 24.0 TYPE GABL JOf7: /1F/F11 IIG lWG'r ddOl2n E}f�7TL(AI II(.:! �-T Tcp chord 2x4 SP k> Boi chord 2x4 SP #2 Woba 20 SP #3 In liou of rigid coiling use purtins to braise BC 64 24" oc. Bottom chord chocksrd for 10,00 psf non-concurront live oad. All wind load cases on INS truss haves 1.33 duration factor. r ry n 19 �• -- 10'1^e. G . -- R-1464ff Ua1200 RL=7.691.2600 WsA' R-14560 U-120UTA W-8' (Rigid Surfaca) (Ri01d Surface) TI IIS DWG. PREPARED BY THE AALPING J()If USIGNER PROGRAM FROM TRUSS MVIV,6 LAYOUT__ 170 Itlrrrh wind, 15.00 It moan hlyl, ASGG 7--10, CLOSED bidg, Loomed unywlloru in roof, RISK CAT 11, EXP C, whid Tr' psf, wind UC DL-5.0 pE;I. GCpI(41-)nO,10 Wind Igads and f000tlons basol;l on both MWFRS and C&C. Truss I'mosod chock for 20 pof adEOtlonal bwom chord live load In aroas with 4Z'411gh x 24"-wlda clean, eco. Deflection moots 1.1360 live and L/240 total load. Creep increase factor for dead fond Is 2,00, -p �1T11� I�14 e' — - --_-�F•- q,1,, �.��1 4 6,+ 11 7 11 I^ -- 4'1" _ .I . __ _ _- 0, OEM = T-1 f PLT. TYP-•WAvr: KOST TRUSS, INC. . ROOF AND FLUOR TRUSSES 41.75 SW MARTIN HWY PAI•M CITY, FL 34990 772-286-3700 r f i 1 SEQ r 4655 Ott.rIONCILN'"KUC2GI1NGikTPI.2aIM1 1+TIN I'•Z�a.(ULG)11U(01 QTY= 14 TOT'AL= 14 .• REV. 17.02.02B.0123.11 SCALE =0,2500 'WARN= w IRq-, TRl1GGE5 RE-QU E E °rRE E L'ARE PI FADRICATLNG, IigND IN ,SHIPPING, IEJS1'ALLING AND I<A N RL--FER TO HIB-01 (HANDLING INSTALLING AND DRACING), PUBLIGHIro By 17I `TRUSS PLATE. INSTITUTE %3 _ TIC LL T STILE, `� 20, 0psf REF- _ -"" " D'ONOFRIO DR., I3UITE 200, MADISON, WI, 53710) FOR 3AI'ETY PRACTICED PRIOR TO PERFORMING TI(EEgE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD 31-IALL HAVE PROPERLY ATTACHED STRUCTURAL. • TC DL 15.0psf DATE 03.23- 011 PANELS AND BUITOM CHORO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OFJHIS P6L-SIGN TO T1lrp INST'ALI.ATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,"�' INC. SHALL NOT BE A BC DL 10,0psi: RESPON810LE FOR 8NY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE DRWG WITI� TPI; OR FAI:RI ATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFOP.MG PEW 49200 E30 LL 0, 0psf WITH APPLICABLE PROVISIONS OF 140S (NATIONAL DESIGN SPECIFICATION PUBLISHCD BY TI iE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA ASTM A06:, GR40 GALV, STEEIL CJk# 27788 TOT,LD, 45.0psl' OfA LE,N. 2Fi0200 EXCEPT AS NOTHD, APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS -- — -- ,_ DESIGN, POSITICN CONNECTORS PI:R DRAVNIINGS 100A-7_ THE SML OI4 THIS DRAWING INDICATES ACCEPTANCE 850 NW Federal Hwy, DUR.FAC. 1.25 JOB it: 7127ATTIC OF PROFESSIONAL. r•NGINEERING Fll SPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. 71*i Sulta 1 T7. - - •-- - --- SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILOING IS THE RESPONSIBILITY OF THE BUILQNGDFSIGIER� R�IcI P 1.1005 -CTON2 _ _-_-_� �� .. _ SIM,7rt,FI.34os4 SPADING 24.0 n�!I TYPE CiVivIN JOD:(/ T'L /A I I IL) /Herr/ Belanger #7127A I 1 IC / 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, Sol chord 2x4 SP #2 wind TC DL=5.0 psf, wind BC DI.=5.0 psf. GCpi(+/.)=0.18 Webs 2x4 SP #3 In lieu of rigid ceiling use purtins to brace BC @ 24" oc, Wind loads and reactions based on both MWFRS and CBC. Deflection meets U3E10 live and U240 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. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 5'5"3 5'5"3 ®4X4 12 /5 T1 � a3X5(D1 / \ (V W1 \ a3X5(D1) MI LU i R=92plf U=100plf•RL=7/-7plf W=10'10"6 (Rigid Surfare) DEW. = V5 SEQ = 465E PLT. TYP.-WAVE DESIGN CRIT=FIIC201'MEWPI.2014FT/RT-2ft(D%)/10(D) CITY= 2 TOTAL. 2 REV. 17.02.02B.0123.11 SCALE==0.7500 KO:ST TRUSS INC. . o ROOF AND FLOOR TRUSSES 41 J5 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 PERFOFtMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLYATTACHED STRUCTURAL PANELS AND BOT'"OM 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 PbR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRAC NG 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 PROFESSIONA: ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESP014SIBILITY OF THE I BUILDING DESIGNER. PER ANSI/TPI 11995 SECTION 2. �- 11 T. STILE r� I E E T pEa�t 49200 �{ CAA 27788 850 NW Federal Hwy, Suite? 172 Stuart, FL 34994 TC LL 20.Opsf "TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf REF DATE 03.23-2018 DRWG O/A LEN. 101006 DURYAC. 1.25 JOB #: 7127ATTIC SPACING 24.0 TYPE _ VAL )D:( t12 to I I IC) /Perry Belanger #7127ATTIC / V4 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 In lieu of rigid ceiling use pudins to brace BC Q 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. kr a 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 II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and CBC. Bottom chord checked for 10.00 psf non -concurrent Five load, See DWG VAL180101014 for valley details. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 7'5"3 i 7'5"3 TV-3 76„3 e4X4 75"3 + 7'5'3 r in R=92plf U=100pif RL=7/-7pif W=14'10"6 (Rigid Surface) DESC. = V4 SEQ = 4657 PLT. TYP: WAVE DESIGN CRI1'"FSC2017RES?PI.2014FTIRT"2M6(D%u10(0) QTY= 2 TOTAL= 2 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 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 TC DL 15.Opsf DATE 03-23.2018 DRWG KOST TRUSS INC: - I ., 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 CONFORMA14CE P E ET BC DL 10.Opsf ROOF AND FLOOR TRUSSES WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORO(S PE# 49200 BC LL O.Opsf 4175 SW MARTIN H WY 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 CA# 27788 TOT.LD. 45.Opsf O/A LEN. 141006 PALM CITY, FL 34990 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 86014W Federal Hwy, DUR.FAC. 1.25 JOB #: 7127AT7IC 777-286-3700 SUITABILITY AND USE OF BUILDING DESIGNER. PER THIS S RPI 1--1NENT FOR ANY 1995 SECTION 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE Suite 172 Stuart, FL 34994 SPACING 24.0" TYPE VAL Jmviz(Aitic)Ii-er i3eian eri#t1z/HIIICIVz Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 In lieu of rigid ceiling use pudins 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. 11'5"3 �--- 7'5"3 4, 4, THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgl, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof odgo, RISK CAT ll, EXP C, wind TC DL=5,0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. 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 ft. from roof edge. 1 TS"3 7'S'3---------"� v v rL 7,5„3 `. 4' 4' T5„3 ----------------"--- R=92plf U-100plf RL-7/•7plf W-22'10"8 (Rigid Surface) DESC. = V2 SEQ = 4658 PLT. TYP.-WAVE DESIGN CRIT-FBC2017REWPI.2014FT/RT-20%(0%)/10(0) QTY= 2 TOTAL= 2 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 TRUSSES REQUIRE FABRICATING, HANDLING.INSTALLING PLATE INSTITUTE, 1-BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDBTPI(TRUSS 613 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 POR 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 UILOWG DESIGNER, OF HIS CPI COMPONENT FOR AN SECTION p. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE T . STILES IP E ET PE# 49200 CA# 27788 850 NW Federal Hwy, Sufte 172 Stuart, FL 34994 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT,LD, 45.Opsf REF DATE 03-23-2018 DRWG O/A LEN. 221oos DUR.FAC. 1.25 JOB #: 7127ATTIC SPACING 24.0" TYPE VAL )D:(/1Z/AI I IL;) /Ferry belanger#7127An IL; I V1 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 U350 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. N 3 .1 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 II, EXP C, wind TC DL=5.0 psf, wind BC DL=5,0 psf. GCpl(+/-)=0.18 Wind loads and reactions based on both MWFRS and C&C. Bottom chord checked for 10.00 psi non -concurrent live load. See DWG VAL180101014 for valley details. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 13"" 4' } 4' } 4' 4' P 4, 4, 4' 4, }+ 5.1" �{ R=92plf U-100plf RL=8/-8plf W=207' (Rigid Surface) DESC. = V1 SEQ = 4659 PLT. TYP.WAVE DESIGN CRIT"FBC2017RESrtPMUFTlRT-Q%(0%N10(0) QTY= 2 TOTAL= 2 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, 553 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 FbR 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. STILE � E E T PEA# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 TC ILL 20.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf REF DATE 03-23-2018 DRWG O/A LEN. 260200 DUR.FAC. 1.25 JOB #: 7127ATTIC SPACING 24.0" TYPE VAL JOD:((iz(At I iL;)/t-erry tiel8f19erIF(IZ(AI IIG/.V( Top chord 2x4 SP #2 Bot chord 2x4 SP #2 In lieu of rigid ceiling use puffins 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. 1'5"3 { TV-3 12 5 T1 �3X5(01-) T1 T®3X5(D1)(OL ©3X5(01)(OL) r, l� 2'10"6 61 'n 1 R=91plf U=100plf W=2'10"8 (Rigid Surface) 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 both MWFRS and C&C. Bottom chord checked for 10.00 psf non -concurrent live load. See DWG VAL180101014 for valley details. IVWFRS loads based on trusses located at least 15.00 ft. from roof edge. 0 DESC. T V7 SEQ = 4664 PLT. TYP.-WAVE DESIGN CRR=FBC2017RESMI-2014FVRT.20%(0%)NO(0) QTY= 2 TOTAL= 2 REV. 17.02.02B.0123.11 SCALE=1.0000 KOST TRUSS INC. ., ROOF AND FLOOR TRUSSES 4175 SW MARTIN H WY 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 THEAMERICAN 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, ERA S RPM1.1995 SECTION p. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE T , STILE E E T PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 TC LL 20.0 sf p IDL 15.Opsf EIC DL 10.0psf BC LL O.Opsf TOT,LD. 45.Opsf REF DATE 03-23-2018 DRWG O/A LEN. 21006 DUR.FAC, 1.25 JOB #: 7127ATTIC SPACING 24.0" 1 TYPE VAL )D:(/ l L/A I I IL:) /Kerry tjelanger iF/ 11/A 1 I IC: ! V3 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 hgl, ASCE 7-10, CLOSED bldg. not located within 9.00 ft from roof edge, RISK CAT II, EXP C, Bot chord 2x4 SP #2 wind TO DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Webs 2x4 SP #3 Wind loads and reactions based on both MWFRS and C&C. In lieu of rigid ceiling use pudins to brace BC @ 24" oc. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U380 live and U240 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. ' MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 9'5"3 + 9'5"3 5'5'3 } 4' .1 4' - i 5'5"3 5'S'3 .R 4' 4' 0 1 1 5'5"3 R=92plf U=100pif RL=7/-7plf W=18'10"6 (Rigid Surface) DESC. = V3 SECS = 4661 PLT. TYP.-WAVE DESIGN CRIhFBC2017REWI`PI-2014FURT•20%(0°uy10(0l QTY= 2 TOTAL= 2 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 20.0 sf p REF KOST TRUSS INC: ji00F 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 QESIGN 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; WITH APPLLIICAB ER PROVISIONS OF N HANDLING,SHIPPING, AL DESIGN SPECIFFICAINSTALLING AND T OIN P UBL SHED BY THE AMERICAN FOREST F TRUSSES. DESIGN CONFORMS 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 RESP014SIBILITY OF THE BUILDING DESIGNER PER ANSI/TPi 1-1995 SECTION 2. . PEET' PE# 49200 CA#k 27788 850 NW Federal Hwy, 72 34994 Stuart, Suite 172 TC DL - 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DATE 03-23-2018 DRWG O/A LEN. 181006 DURYAC. 1.25 JOB #: 7127ATTIC SPACING 24.0" TYpE VAL JOD:((1 Z(A I fI(;) /PerryBelanger # (1 Z /A f 1 IC / Vb THIS D4VG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 170 mph wind, 15.00 ft moan 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. GCpl(*/•)=0.18 In lieu of rigid ceiling use pudins to brace BC @ 24" oc. Wind loads and reactions based on both MWFRS and CBC. Deflection meets U360 live and U240 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. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 3'5"3 f- - 3'6"3 35"3 TY3 13 m3X5 1 1 R=92plf U=100Pif RL-6/-eplf W=6'10"6 (Rigid Surface) DESC. = V6 SEQ = 4662 PLT. TYP: WAVE DESIGN CRIT"FBC2017REBRPI.20MFT/RTIu(M)r10(0) QTY= 2 TOTAL= 2 REV, 17.02.02B.0123.11 SCALE=1.0000 WARNING- TRUSSIESi 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 KOST TRUSS, INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY O'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 POR 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 . IP E E T PE# 49200 CA# 27785 TIC OL 15.Opsf BC DL 10.Opsf BC ILL O.Opsf TOT.LD. 45.Opsf DATE 03-23-2018 DRWG O/A LEN. 51oos DUR.FAC. 1.25 JOB #: 7127ATTIC PALM CITY, FL 34990 772-286-3700 DESIGN, POSITION CONNECTORS PER DRAWINGS 180 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABIUTYAND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE UILDING DESIGNER PER ANSIlT'I 1.1995 SECTION 2. 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 SPACING 24.0" TYPE VAL