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b V F. I Ln 3' _ 4„ ( 2) SH25 EGRESS 18'-8" 2' SH23 3 0'- r11] AREA'S LIVING GARAGE COVERED COVERED FRONT PORCH BACK PORCH TOTAL AREA UNDER ROOF 1ST FLOOR CEILING HEIGHT 8' UNLESS NOTED 1609 465 30 68 2172 S.F. hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W. Smith, P.E. #53608 THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE INTERACTION OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING AND ANY OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE WORK. ALL WINDOWS AND DOORS SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS TO RESIST THE WIND LOADS INDICATED AND TO MEET OTHER CODE REQUIREMENTS FOR AIR AND WATER INTRUSION. FOR BUILD—UP DOORS, WINDOWS OR ACCESSORIES PERMANENTLY ATTACHED THROUGH THE BODY OF THE MATERIAL BEING FASTENED USE #10 WOOD SCREWS PENETRATING INTO THE ROUGH FRAMING MENBER AT LEAST 2" @ 12" ON CENTER, OR MASONRY ATTACHMENTS USE 3/16" X 1" EMBEDMENT "TITAN" OR "TAPCON" HEX HEAD MASONRY ANCHORS @ 12" ON CENTER. WINDOW AND DOOR MANUFACTURERS TO PROVIDE CERTIFICATION/RATING THAT THEIR WINDOWS AND DOORS WILL WITHSTAND THE PRESSURE RESULTING FROM THE SPECIFIED DESIGN COMPONENTS AND CLADDING WIND PRESSURE AND PROVIDE INSTALLATION INFORMATION WITH THEIR PRODUCTS. CONTRACTOR TO INSTALL WINDOWS AND DOORS ACCORDING TO INSTRUCTIONS SUPPLIED BY MFGR AND HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTION FOR REVIEW BY THE BUILDING INSPECTOR. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED PROVIDE TEMPERED GLAZING IN ACCORDANCE WITH FBC FOR GLAZED, SLIDING, FIXED AND SWING DOORS. ALSO SHOWER ENCLOSURES AND ALL GLAZING WITH 24" OF ALL DOORS. ALL GLAZING 9.0 SQ FT OR GREATER, OR LESS THAN 18" A.F.F. SHALL BE TEMPERED. (FBC R308.4) ALL EGRESS WINDOWS FROM SLEEPING ROOMS SHALL HAVE A MINIMUM CLEAR OPENING OF 5.7 SQ. FT. (MIN OPENING SIZES = 2'-0" X V-8", SILL @ 44" A.F.F. MAX) ALL HURRICANE CLIPS, STRAPS AND FASTENERS ARE TO BE APPLIED ACCORDING TO THE FASTENERS SCHEDULE AND MANUFACTURERS SPECIFICATIONS. IF DESIRED, EQUALVENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE CONNECTORS SHOWN. HURRICAN CLIPS ARE REQUIRED ON ALL TRUSSES AND RAFTERS. IF PLYWOOD OR OSB SHEATHING DOES NOT OVER TOP PLATE, HURRICANE CLIPS MUST BE COVER BOTH TOP PLATES. UPLIFT PROTECTION: PLYWOOD OR OSB COVERING ENTIRE EXTERIOR OF HOME WITH NAILS SPACED 3" O.C. AT TOP AND BOTTOM, 6" O.C. ON EDGES AND THE REMAINDER AT 12" O.C. OR PLAYWOOD OR OSB AT CORNERS, WITH HURRICANE STRAPING ON EVERY EXTERIOR STUD, CRIPPLE, JACKSTUD ETC. AT TOP AND BOTTOM. R302.6 DWELLING —GARAGE FIRE SEPARATION THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. NOT LESS THAN 1/2—INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE. GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND COORDINATING ALL FIELD DIMENSIONS. ENGINEER LICENCE #53608 B UTTER FI ELD INVESTMENTS I N C 5967 14TH STREET ZEPHYRHILLS, FLORIDA D.W.SMITH,M.S.,P.E.#53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 PHONE: 813-469-2289 E-MAIL: dwsf[pe@eo.rthtink.net TERI BUTTERFIELD CDC1332445 RICK GOLLHARDT - DRAFTSMAN 813-781-3651 rgollhardt@tampabay. rr. com FLOOR PLAN SHEET OF 2 OF 10 SCALE DATE JOB NO, DO NOT SCALE 26 SEPT 2020 DESIGN/DRAWN CHECKED 2020-0831 R. GOLLHARDT D.W.S.,p.e.