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Home My WebLink AboutTRUSSKost Truss, Inc 4175 SW Martin Highway Palm City, FL 34990 (772) 286-3700 -- Project Information: Name; _RAY CHLADNY CK3569 Address: LIS_CO ADDTION_ City, state, Zip: --- — GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS: Building Code & Chapter. Computer Program -Used: - - Fec 2017 REs VIEW by Alpine Gravity: _ Gravity: , 45 psf Roof Total Load 65 psf Floor Total Load Wind. _ . _ mph from AscE 7-10 code This package includes a Truss Index Sheet and 2 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. *�\\W. Note: Furthermore, the responsibility of the undersigned is solely limited to the design of the truss components shown. The suitability and use of these ti Oda,• ��C �� trusses for any building is the responsibility of the building designer. I N y LQ m rI I Delegated Engineer: T. Stiles Peet, P.E., S.E. Professional Structural Consultants I %"9� • �,9 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 1 A2 06102/20 1 21 Al 06/02/20 HomeBASE by Alpine Page 1 of 1 PDF created with pdfFactory Pro trial version www.pdf#actory.com �- r 10, D �{ z 10, O> fn z O co z JOB DESCRIPTION: RAY CHLADNY CK3569 JOB ADDRESS: LISCO ADDTION 3O4 BRADLEY ST F.P. BUILDER: Fill in later KOST TRUSS, INC. ROOF AND FLOOR TRUSSES 4175 SW MARTIN HWY PALM CITY, FL 34990 772-286-3700 J00:(UKJbby) /KAY L r1LAUINY L^JJOy / MZ Top chord 2x4 SP 2850f-2.3E Bot chord 2x4 SP 2850f-2.3E Webs 2x4 SP #3 Calculated horizontal deflection is 0.14" due to live load and 0.17" due to dead load. 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. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 22'6" THIS DWG. PREPARED BY THE ALPINE JOB UESIGNER PROGRAM FROM TRUSS MFR'S LAYUU 1 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, 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 both MWFRS and C&C. (a) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.65" due to live load and 1.62" due to dead load at X = 22-6-0. All wind load cases on this truss have a 1.33 duration factor. 22'6" i 8'4"6 i T013 7'0"13 TO"13 7'0"l3 BW'15 �{ i 45' —I i--- 11,101,13 R=2187# U=2068# RL=120/-120# W=5"8 (Rigid Surface) 107'3 107'3 11'10"13 R=2187# U=2068# W=5"8 (Rigid Surface) i i DESC. = A2 SEQ = 37253 PLT. TYP.-HS DESIGN CRIT=FBC2017RESrFPI-2014FT/RT=20%(0%)110(0) QTY= 5 TOTAL= 5 REV. 17.02.02B.0123.11 SCALE=0.1667 **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 DATE 05-12-2020 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 A553 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. . P E ET 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 DRWG CK O/A LEN. 45 DUR.FAC. 1.25 JOB #: CK3569 SPACING 24.0" TYPE COMN JOb:(L;K.Jbb'Jjl /KAY L;HLAUIV Y Url 5007 1 / A I 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 @ 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. 22'6" I t115 UVV(i. VKMt /AKCU by I11C ALrmc JVD UDJIUI4cm rmuur HiVI rRVIVI I muoo IVIrR J 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 both MWFRS and C&C. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 22'6" f~_4'6"1-2' -i- 2'+z+z'+2'+r�{- z'+2'-{�2'+z'+z'+2'+2'—{�2'+2'+2'+z+z'+♦~-4'6"---� IJ:j 1:%-, 45' —4'6" i 2'+2'—{--2'.+.2,+2,+-2''+2y+2'+2'+2'+2'+2'+2'+2,—�-2'+2,+2,+2' 1 4'6"� IF11sl R=97plf U=100plf RL=3/-3plf W=45' (Rigid Surface) DESC. = Al SEQ = 37258 PLT. TYP.-WAVE DESIGN CRIT=FBC2017RESrrPI-2014FT1RT=20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 17.02.02B.0123.11 SCALE=0.1667 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 (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 P E ET PE# 49200 CA# 27788 850 NW Federal Hwy, Suite 172 Stuart, FL 34994 TC LL 20.0 sf p TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf REF DATE 05-12-2020 DRWG CK O/A LEN. 45 DUR.FAC. 1.25 JOB #: CK3569 SPACING 24.0" TYPE GABL