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6106 Rideway Dr
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6106 Rideway Dr
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Last modified
3/21/2025 10:13:46 AM
Creation date
2/19/2025 12:49:30 PM
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Building Plans
Street #
6106
Location
Rideway Dr
Building Plans - Permit #
Unknown
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#12 X5" SEAL WASHER HD TEK Q B" O.C. <br />3" CHANNEL OR 3" RECEIVER GUTTER IS <br />REQUIRED ALONG ALL EXPOSED PERIMETER <br />FASTEN DOUBLE 2X4 TOP PLATE AND 2X4 STUD WALL <br />WITH SIMPS❑N SP2 RATED 1565# UPLIFT FASTEN PER <br />MANUF. SPECS FL 10456 <br />TP❑ MEMBRANE ROOF COVERING <br />APPLY PER MFGRS SPECIFICATI❑NS <br />3' POLYIS❑ PROPOLINE BOARD <br />3" EPS R❑❑FING <br />HOUSE ROOF p1TCH <br />MATCH <br />ROOF p`,ICH 10 <br />3"X12" ALUM RHIN❑ PANS <br />E 2X4 TOP <br />SP2 RATED <br />FL 10456 <br />G <br />E <br />4 <br />2X8 SMB RIDGE BEAM <br />FASTEN ON EACH END <br />FASTEN 2X4 WALL STUD AND 2X6 HEADER <br />WITH SIMPSON LSTA12 RATED 925# UPLIFT FASTEN PER <br />MANUF, SPECS FL 10852 <br />MANUF, SPECS FL 10456 <br />FASTEN 2X6 HEADER AND DOUBLE 2X4 TOP PLATE <br />WITH SIMPS❑N LSTA9 RATED 740# UPLIFT FASTEN PER <br />MANUF, SPECS FL 10852 <br />FASTEN DOUBLE 2X4 TOP PLATE AND 2X4 CRIPPLE - <br />WITH SIMPS❑N SP2 RATED 1565# UPLIFT FASTEN PER <br />FASTEN DOUBLE 2X4 WALL STUD AND 2X4 PT BOTTOM PLATE <br />WITH SIMPS❑N DSP RATED 775# UPLIFT FASTEN PER <br />MANUF. SPECS FL 10456 <br />AND 2X4 STUD WALL <br />UPLIFT FASTEN PER <br />2X4 PT BOTTOM PLATE ATTACHED TO CONCRETE FOOTER <br />WITH 1/2'X8' J BOLTS SPACED 24' ❑,C, MAX <br />Div -,'TAIL <br />"4" <br />TP❑ MEMBRANE ROOF C❑VERING <br />APPLY PER MFGRS SPECIFICATI❑NS <br />3' POLYIS❑ PR❑POLINE BOARD <br />R 337.1CCOoPMMER 1' (R-21,3) <br />IfOUBCEP2A Frd'SHER HEAD TEKS <br />TO <br />#@12gX5' CSEA�L/�WASMIHNER�,/HpEgADERTEKS <br />ELKE0kNUFAI AMNG FLH%61—R4 OR EQUIV, <br />IN11 <br />STALL PPOAT MFGRS SNCIFICAT10NS <br />ENLARGED CIRCLE "B" <br />2X82SMB RIDGEGBEAMLAND 2X4TSTUD❑WALL <br />WITH#10 WASHER HEAD TEKS (6) PER <br />C❑NNECTI❑N <br />FASTEN DOUBLE 2X4 TOP PLATE AND 2X4 ST <br />WITH SIMPS❑N SP2 RATED 1565# UPLIFT FAS <br />MANUF. SPECS FL 10456 <br />TP❑ MEMBRANE ROOF COVERING <br />APPLY PER MFGRS SPECIFICATIONS <br />3' P❑LYIS❑ PR❑P❑LINE BOARD <br />R 7.1 PER 1" (R-21.3) <br />ENLARGED CIRCLE "A" <br />2X8CSMBORIDGEPBEAMSWITHTEN T❑ <br />##12X5' SEAL WASHER y�HEAD TEKS <br />ELIgTE M,CA)NN/A1CTURING FLH 7561-R4 OR EQUIV, <br />N C❑MP❑SITE PANELS TO 2X4 DOUBLE TOP PLATE <br />#12X4-1/2 SEAL WASHER HEAD TEKS <br />=D 6' D.C. <br />DOUBLE 2X4 TOP PLATE <br />WITHESIMPSON SP2 RATED 1565# AND <br />4FASTEN PER <br />MANUF. SPECS FL 10456 <br />FASTEN DOUBLE 2X4 TOP PLATE AND 2X4 <br />WITH SIMPS❑N SP2 RATED 1565# UPLIFT F <br />OPEN <br />A 5 <br /><2 <br />FLOOR <br />PLAIV\ <br />TPO MEMBRANE ROOF C❑VERING <br />APPLY PER MFGRS SPECIFICATI❑NS <br />3" P❑LYIS❑ PROPOLINE BOARD <br />R 7.1 PER 1' (R-21,3) <br />3" EPS R❑❑FING <br />R 4.3 PER 1" (R-123) <br />1 <br />n <br />PLAIV\ <br />VIEW <br />(2) 2X4 TOP PLATE <br />W/ SIMPS❑N SP-2 EACH STUD <br />FL 10456 <br />2X4 STUDS @ 16' D.C. W/ R-13 INSULATI❑N <br />2X4 PT BOTTOM PLATE <br />W/ SIMPS❑N SP-1 EACH STUD <br />FL 10456 <br />------------U 2X4 PT BOTTOM PLATE ATTACHED TO CONCRETE FOOTER <br />WITH 1/2"X8" J BOLTS SPACED 24" O,C, MAX <br />DETAIL �� 1�� <br />DETAIL <br />TP❑ MEMBRANE ROOF C❑VERING <br />APPLY PER MFGRS SPECIFICATI❑NS <br />3" P❑LYIS❑ PR❑POLINE BOARD <br />R 7,1 PER 1" (R-21,3) <br />nnnrrrvG <br />(R-12.9) <br />2X4 STUDS @ 16' D.C. W/ R-13 INSULATI❑N <br />2X4 PT BOTTOM PLATE ATTACHED TO CONCRETE FOOTER <br />WITH 1/2'X8' J BOLTS SPACED 24' D.C. MAX <br />�M PLATE <br />W/ SIMPSON SP-1 EACH STUD <br />FL 10456 <br />" 3" <br />TP❑ MEMBRANE ROOF C❑VERING <br />APPLY PER MFGRS SPECIFICATI❑NS <br />3" P❑LYIS❑ PR❑P❑LINE BOARD <br />3" EPS ROOFING <br />FASTEN DOUBLE 2X4 TOP PLATE AND 2X4 STUD WALL <br />WITH SIMPS❑N SP2 RATED 1565# UPLIFT FASTEN PER <br />MANUF. SPECS FL 10456 <br />PR❑VIDE FLASHING BETWEEN EXISTING STRUCTURE <br />AND NEW ROOF PER FBC R806 <br />----------------------------- <br />17' <br />26' -I <br />`-2'X6' <br />ONO ih S.M.B. <br />X,050' <br />EDGE ' <br />QXo G% BEAM <br />( ): <br />(C❑NT) o <br />ro�z�00 <br />---------------------------------- <br />® N .53 0 $• <br />------------------------------ <br />'-5" '-5" <br />8'X8' RIBB❑N FOOTER <br />WITH (1) #5 REBAR C❑NT, <br />FOOTER FOR COVERED PORCH <br />OF <br />®' �• <br />• OR I®[X •` �r�, �� <br />(— <br />�9 /ON <br />18'-10" <br />r <br />// 1 TAIL <br />I hereby certify that <br />I have reviewed this plan and found it to be In <br />���ddd// <br />��//// <br />compllance with ASCE 7-16 <br />and the Florida Building Code 2020 7th Edition <br />David W. Smith, P,E. #53608 <br />D.W.SMITH,M.S.,P.E.#53608 <br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 <br />PROJECTS ENGINEERING CONSULTANT <br />9909 WALLASTON DRIVE-DADE CITY FLORIDA 33525 <br />PHONE,( CELL)813-469-289 E-MAIL, dwsflpe2earthlink, net DETAILS <br />DO NOT SCALE <br />DESIGN/DRAWN <br />R. GOLLHARD <br />PRATT GREGORY <br />6106 RIDGEWAY DR <br />ZEPHYRHILLS, FLORIDA <br />SHEET OF <br />3OF4 <br />DATE JOB NO. <br />7 NOV 2021 <br />CHECKED 2021-0520 <br />T D.W.S.PE <br />
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