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Home My WebLink AboutTrussP i' ROOD $e FLOOR TRUSS SYSTEMS r 4175 SW Martin Highway P 1 C' Cl 34990 a IIIIty, (772) 286-3700 GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS: Name: . CHRIS STRAUSBAUGH #2954 Address: SLEVIN GARAGE City, State, Zlp: Building Code & Chapter., Computer Program Used: FBC 2010-HVHZ RES VIEW by Alpine Gravity: 45 psf Roof Total Load Gravity: 55 psf Floor Total Load Wind: 160 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. pivgl. - a� No Truss ID Date 11 1 Al 02/25/14 21 A2 IO2/25/14 i 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. Stiles Engineering Group, Inc. FL Reg Nos: PE# 49200 CA# 27788 404 SW Camden Ave. Stuart, FL 34994 TEL: 772-223-9883 FAX:772-223-9502 HomeBASE by Alpine Page 1 of 1 /L;HK95 5 I KALd5t3AUUH ?FZU04 / Al Top chord 2x4 SP_#2_N_12A Bot chord 2x4 SP_#2_N_12A Webs 2x4 SP #3_12A Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. See DWGS A16015ENC100212 & GBLLETIN0212 for more 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. v in m =-3X5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT' All plates are 1.5X4 except as noted. 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, 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. 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. I . 12'6' 12'6" �— 2 6- —�— 2+ 2+ 2' 2+ 2+ 2 —+— 2 —+— 2 --+— 2+ 2+— 2 6 -- =5X7 25' 81 81 �`--- 2 6" +~ 2 + 2 + 2 —+— 2 + 2 + 2 + 2 + 2 —+--- 2 + 2 --�~ 2 6- --� 25' k R=93plf U=100plf RL=6/-6plf W=25' (Rigid Surface) DESC. = Al SEQ = 97129 PLT. TYP.-WAVE DESIGN CRIT=FBC10KVRZRES/rPM07FT/RT=20%(0%)/10(0) QTY= 2 TOTAL= 2 REV. 12.03.03.0225.13 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 D'ONOFRIO DR., SUITE 200. MADISON, WI. 63719) 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 E T PE# 49200 CA# 27788 TC DL 15.Opsf BC DL 10.0psf BC LL 0.0psf TOT.LD. 45.Opsf DATE 02-25-2014 DRWG TK O/A LEN. 25 DUR.FAC. 1.25 JOB #: 2954 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 BUILDING DESIGNER, PER ANSI/TPI 1--1NENT FOR ANY 1995 SECTION 2.PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 404 SW CAMDEN AVE STUART, FL 34994 SPACING 24.0" TYPE DGABL JOD:(Ly54) 1UNKIb b I KAUSt3AUUt1 FFZVt4 / AL Top chord 2x4 SP_#1 Dense_12A :T3 2x4 SP_#2_N_12A: Bot chord 2x4 SP #1 Dense 12A :B2 2x6 SP #2: Webs 2x4 SP #3 12A Lumber grades designated with "12A" use design values approved 1/5/2012 by ALSC. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. 9'8"13 12'6" I HIS UW(i. VKhPAKtU by I Ht ALVIINt JUtS UtSIUNtK NKUUKAM FKUM 1 KUSb MhK'b LAYUU 1 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, 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. In lieu of rigid ceiling use pudins 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. 5'6"6 ♦ 9'8"13 12'6" —1 f--- V7"12 i� 3'10"4 — i 4' I 4' -1 3'10"4 —1 4712 -I 25' _ I 8'2"8 8' _I^f- 8'2"8 - _1 �---- 2 6" 25 2 6" R=1595# U=892# RL=2301-230# W=8" R=1596# U=892# W=8" (Rigid Surface) (Rigid Surface) DESC. = A2 SEQ = 97212 PLT. TYP.-WAVE DESIGN CRIT=FBCI0HVHZRESrtPI-2007FTIRT=20%(0%y10(0) QTY= 11 TOTAL= 11 REV: 12.03.03.0225.13 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 DATE 02-25-2014 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 TC IL 15.Opsf 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 BC DL 10.Opsf DRWG 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 PE# 49200 BC LL 0.00sf TK 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 CA# 27788 TOT.LD. 45.Opsf O/A LEN. 25 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DUR.FAC. 1.25 JOB #: 2954 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE STUART, FL 34994 SPACING 24.0" TYPE COMN SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. f N 02 92 23' A2 V ------ --------- ......... _......._ ................. -------• -------- --•._........._------ ------ ...... 2' ......... 2' ......... 2' ......... 2' ........ 2' ........ 2' ......... 2' ......... 2' ------------ ........ 2' ...... 2' 21611 '1 23' C JOB DESCRIPTION: CHRIS STRAUSBAUGH O D p JOB ADDRESS: SLEVIN GARAGE m .a Z P.S.L Z 0 BUILDER: Fill in later D W*k ROOF & FLOOR TRUSS SYSTEMS 4175 MARTIN HIGHWAY PALM CITY, FL 34990 OFF: (772) 286-3700 FAX (772) 288-4234