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HomeMy WebLinkAboutApproved Plan6" TANG GUTTER BRACKET W/ (3) - #12 SMS TO GUTTER AND (3) - 318" X 3/V SMS TO CARRIER BEAM (ALSO PROVIDE 3/8"X'/." SMS AT 24" O.C. BETWEEN TRANSOMS POSTS) 3/8" THRU BOLT EACH SIDE OF ROOF BEAM THRU 2 X 2 ANGLE THRU - GUTTER AND THRU CARRIER BEAM ITT 2" ALUM. OPEN BACK ATTACHED PERNOTE #1 ROOF BEAM I(/ 2" X 2" X 1/8" ANGTE EACH SIDE OF \ -` ROOF BEAM V17M (2)- #14 5 TO BEAM \ 2" X 2" X 1/8" ANG E EACH SIDE OF ROOF BEAM WHO (2) - #14 SMS EACH WAY TYPICAL POST 3" COMPOSITE "ELITE' ROOF PANELS (2 LB EPS CORE X 0.024" SKIN THICKNESS) y." THRU BOLTS W/ 1 W" WASHER- /��� THRU ROOF PNL AND ANGLE AT 10" / O.C. SAN GLE 2" X 2 X 1/8" rM. . I WITH #12 SAES`,' 2"X7 X0.055�X0,120"SMB (3)- 3/8" THRU BOLTS EACH POST TO BEAM CONNECTION 4" X 4" X 0.125" ALUM POST (TYPICAL) 5" S 1� e r 4 A as V X 4" X 3/8" THICK REC. CHNL W/ (3)- 3/8" THRU BOLTS THRU POST jr- & (1) 5/8 0 X 2 Y." $ EMBED CONC. ANCHORS EXISTING CONC. FOUNDATION a p SECTION (4X4 POST) nts... 1.9v v.M4`b+,v,N:'.°..fn�RsSePI�o . I�;�'RIAAIIYOWrA �. �:..• _ VAI 3" COMPOSITE "ELITE" ROOF PANELS (2 LB EPS CORE X 0.024" SKIN THICKNESS) SEE ROOF FASTENING DETAIL ALUM. BEAM PER PLAN (2" X 7" X 0.055 X 0.120" SMB) 1" X 2" ALUM. OPEN BACK POST NOTCHED TO FIT BEAM (3)- 3/8" THRU BOLTS THRU POST AND BEAM ALUM, POST PER PLAN (2"X4"X0.046"X0.100"SMB) 2" X 3" X 1/8" THK X 4-LONG ANGLE EACH SIDE W/ (3) - #14 SMS & (1) - W X 2" EMBED CONC ANCHORS EACH ANGLE 2" X 2" X 1/8"THK X 2" LONG ANGLE EACH SIDE W/ (3) #14 SMS & I* W X 2" EMBED CONC ANCHORS EACH ANGLE 1" X 2" ALUM OPEN BACK FASTEN PER NOTE #1 EXISTING CONCRETE FOUNDATION TYPICAL POST SECTION (z x 4 posT) nts... L'Xr DR 1'xs'oBp vr0.1ry(FEq F0.5FEN PE0. NpTE <! In IELM R=zcRYN. (CM71 %••1'E.MS. FROH INSIDEFA-Ml X2 SELFMATINGNST 00 p1�o swEwsR.ulEs a NCI O•v GIRT CONNECTION W/CONL, CONNECTION W/CONCEALED FASTENERS ,LED FASTENERS ) PARTIAL ELEVATIONS 12".... T1 GIRT TO V x 2' CONNECTIONS PARTIAL ELEVATIONS / GIRT TO POST CONNECTIONS , E ER NOTES: \� 2- • "! S.H.S MR MMIX FA Cr 1) FOR IX2 ATTACHMENT USE Ye 0 X 3" LONG LAGS INTO WOOD HOST, YP 0 X 2 V \ vERni=•ER EXnmlon wro sc=.v LONG CONCRETE SCREWS INTO CONCRETE OR MASONRYCONSTRUCTIONAND \� o�i A l r NRtHEme(Eaa #14:SMS X 2" LONG INTO ALUMINUM 1" EMBEDM;NT TYPICAL / SPACING 24" O.C. AND WITHIN 6" OF EACH PERPENDICULAR MEMBER \\ ROPER TO NOTE #1 'TI'u 5­1ET 2) ALL PLANS IN ACCORDANCE WITH THE FBC 2014. 3) BOLTS AND OTHER FASTENERS SHALL BE ALUMINUM, STAINLESS STEEL, NOT - DIP OR ELECTRO-GALVANISED STEEL. DOUBLE CADMIUM PLATED STEEL BOLTS MAY ALSO BE USED. 4) DURING ERECTION, STRUCTURAL ALUMINUM SHALL BE ADEQUATELY BRACED nosr siKUcnlgf ELEnrNts., AND FASTENENED TO RESIST DEAD, WIND AND ERECTION LOADS 5) ALL EXPANSION BOLTS SHALL NOT BE INSTALLED LESS THAN 3" FROM THE EDGE OF CONCRETE SLAB. 6) ALL FASTENERS SHALL HAVE HEAD, OR WASHERS NOT LESS THAN 'M" IN DIAMETER- CEALEQ FASTENERS 7) NON STRUCTURAL ALUMINUM SHEETS SHALL HAVE A MINIMUM THICKNESS OF PARTIAL ELEVATIONS / PERIMETER EXTENSION CONNECTIONS 0.032 INCHES (KICKPLATE, ETC...) ._ 8) ALUMINUM IN CONTACT WITH CONCRETE, OR MASONRY MATERIALS SHALL BE PROTECTED WITH ALKALPRESLSIANT COATINGS. - --- -- -- 9) ALUMINUM IN CONTACT WITH WOOD TO BE PAINTED WITH TWO COATS OF HEAVY -BODIED BITUMINOUS PAINT. 10) ALL SELF -MATING -BEAMS (SMB) TO BE CONNECTED WITH BEAM M TTCH SCREWS AT 24" O.C. BOTH SIDES (#lO S.M.S. OR #12 S.w&) 11) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS SPECIFICATIONS, ECI. 12) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 13) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS 14) ATTACH KICK PLATE TO ALUMINUM FRAMING MEMBERS WITH #8 SMS AT 12" O.C. AND WITH IN 6" OF EACH PERPENDICULAR MEMBER 15) UNLESS OTHERWISE NOTED ALUMINUM STRUCTURAL MEMBERS 1" x r, 2" X 2" AND 2" X 3" TO BE MINUMIM 0.045" THICKNESS. 16) ALL EXTRUDED ALUMINUM TO BE IS ALUMINUM ALLOY 160051 wl TENSILE STRENGTH OF (35 ksi) OR GREATER, YIELD STRENGTH OF 05kti) ORGREATER, AND COMPRESSION STRENGTH OF (10 ksi) OR GREATER. 17) SCREEN DOORS MAY BE INSTALLED IN LOCATIONS OTHER THAN LOIATIONS AS SHOWN ON PLAN AS LONG AS NEW LOCATION DOES NOT INTERIERE WITH VERTICLE POST LOCATIONS OR K BRACING. I/1 • RPiG B.OII w/ 1-1/4- F % R+sHER a 16,01(TWICAL) 6 0 OU (5v 0 3' X 3x 'I'll- AME w, Ip Cot.R Ir ROM PATIO,9n15 4 6" GC. (IIPICnI,I t p E 11 'IyF. Pesi scc P•N) NPII RIC T%2'X,/6' CgI1pUWS ANGLE MA,, Iv. Al.�-� BE LAMINATED BY DOLING WE CDMPGVM Pu1n5 RIRV THE MPPMIING REAM SECOau BODE-e8NEL FASTENING PETAIL (COMPOSITE PANELS) COMPOSITE ROOF PAYEE (PEk TYP Paul SrcTle'+) l.1 RECEINNy CIIO JJE, Al. TOP HG4 si,.S / -iC CP .0 cR°O- • FnslE" TO 1ASoA MIN Y'A x 2%* 145 ", M, CErHLR yMM READER MOTE. F.SPA RUST BE 2 DYII4 NFAL. R AL F/ m MBE ' AT AlRRERM TO Y'. COMPOSITE ROOF PANEL Cotdor. ION TO HOST FAaCU Planning & Development Services Department �,ggp i Building & Code Regulations Division L 1'31,.. 2300 Virginia Avenue, Fort Pierce, FL 34982-(772) 462-1553 slPaala�-at_ Certification for Design Load Compliance Project Name: HUMPHREY SCREEN ENCL Project Address: 358 NOTLEM DR. FORT PIERCE, FL Permit #: Occupancy Type: U Construction Type: V INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. • Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Building Code 2014 Edition with 20 _Supplements using ASCE 7-10 2. Structure Designed as (check one): _Enclosed X Partially Enclosed _Open 3.Risk Category: XI_II_111IV Exposure Category: _B X C_D 4. Design Wind Velocity 160 mph 124 ASD N A LRFD End Zone Width: 5 it S. Mean Roof Height: 8 ft Roof Pitch: O.3 :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 30sgft @ 15'MRH, clearly label on all plan openings): *• ** ** ** *+ N/A Zone 1: •• Zone 2: *• Zone 3: ** Zone 4:* Zone 5: ** Garage: N/A 7. Design Loads: Floor: 40 PSF Roof/Dead: 5 PSF Roof/Uve: 20 Balcony: N/A PSF Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED S. Were Shear Wails Considered For Structure? _)L_Yes_Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? Yes Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St, Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: Paul Welch P.E. 29945 / 5115 Print Name Can # & Co. Cent Auth. Paul Welch Inc. ON PLAN 5/22/2017 Signature, Date, and Seat 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL Company Name & Address SLCCDV Form # 020-12 Revised 3/15/12 (IS) ** SEE BELOW DESIGN AS PER FBC CH 20 DESIGN LOADS IN ACCORDANCE WITH FBC 2014 TABLE 2002.4 WITH REDUCTIONS PER TABLE 2002,4A WINDSPEED Vutt: 160 M?4 EXPOSURE: C HORIZONTAL PRESSURE ON WINDWARD SURFACE: 42.2 PSF HORIZONTAL PRESSURE ON LEEWARD SURFACE: 33.6 PSF VERTICLE PRESSURE ON SCREEN SURFACE: 12.1 PSF VERTICLE PRESSURE ON SOLID SURFACE: 35.3 PSF RECEIVED MAY 27017 I $I Tb6 CONCEALED FASTENERS OR ATTACHMENT` ARE THE RESPONSIBILITY OFiHf' COMM OF RECORD THES2 PLANS AND ALL PROPOSED WOW ARE SUBJECT TO ANY COFIRECTIONS REQUII' M BY FIELD INSPECTORS THAT mAY BE NECESSARY IN ORDER TO COMPLY WITH ALLAPPUCAD1.E COt7E9. i O - 3 ST. L CIE COU, BUILDING DIVI ION REVIEWED. FOR COMPLIANCE REVIEWED BY DATE PLAN AND PERM MUST BE KEPT ON OR NO INSPECTION WILL E MADE .� ?© T4 PAUL W, LChi INC. -MECHANICAL ELECTRICAL CIVIL ENG1NE'ER/1VG 1984S. W. B/LTMORES7. SU/TEa# 114 PORTST• LUC/E, FL 34984 C PHONE(772)785.9888 E-MA/L PWELCH/NC@AOL.COM PAUL WELCH, PX. FLA RE'G NO, 29945 Ay..2 2'��11 LJl. ,�teas Z V LBO w L W O LAJ U- N z LU 00 M CL X