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32'-81. <br />THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE INTERACTION OF VARIOUS <br />CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING AND ANY OTHER TEMPORARY SUPPORTS <br />AS REQUIRED TO SAFELY COMPLETE THE WORK. <br />ALL WINDOWS AND DOORS SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS <br />TO RESIST THE WIND LOADS INDICATED AND TO MEET OTHER CODE REQUIREMENTS FOR <br />AIR AND WATER INTRUSION. FOR BUILD—UP DOORS WINDOWS OR ACCESSORIES <br />PERMANENTLY ATTACHED THROUGH THE BODY OF `THE MATERIAL BEING FASTENED USE <br />#10 WOOD SCREWS PENETRATING INTO THE ROUGH FRAMING MENBER AT LEAST 2" @ 12" <br />ON CENTER, OR MASONRY ATTACHMENTS USE 3 16" X 1 " EMBEDMENT "TITAN" OR "TAPCON" <br />HEX HEAD MASONRY ANCHORS @ 12" ON CENTER. <br />WINDOW AND DOOR MANUFACTURERS TO PROVIDE CERTIFICATION/RATING THAT THEIR WINDOWS AND DOORS <br />WILL WITHSTAND THE PRESSURE RESULTING FROM THE SPECIFIED DESIGN COMPONENTS AND CLADDING WIND <br />PRESSURE AND PROVIDE INSTALLATION INFORMATION WITH THEIR PRODUCTS. <br />CONTRACTOR TO INSTALL WINDOWS AND DOORS ACCORDING TO INSTRUCTIONS SUPPLIED BY MFGR Al ID HAVE <br />MANUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTION FOR REVIEW BY THE <br />BUILDING INSPECTOR. <br />ALL DOORS INTERIOR & EXTERIOR ARE 6'—B" UNLESS OTHERWISE NOTED <br />PROVIDE TEMPERED GLAZING IN ACCORDANCE WITH FBC FOR GLAZED, SLIDING, FIXED AND <br />SWING DOORS. ALSO SHOWER ENCLOSURES AND ALL GLAZING WITH 24" OF ALL DO RS. ALL <br />GLAZING 9.0 SQ FT OR GREATER, OR LESS THAN 18" A.F.F. SHALL BE TEMPERED. (FBC R308.4) <br />ALL EGRESS WINDOWS FROM SLEEPING ROOMS SHALL HAVE A MINIMUM CLEAR OPENING <br />OF 5.7 SQ. FT. (MIN OPENING SIZES = 2'-0" X 1'-8", SILL @ 44" A.F.F. MAX) <br />R302.6 DWELLING —GARAGE FIRE SEPARATION <br />THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5. <br />ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT <br />APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. <br />NOT LESS THAN 1/2—INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE. <br />GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND COORDINATING ALL FIELD DIMENSIONS. <br />AREA'S <br />LIVING <br />GARAGE <br />COVERED <br />COVERED <br />STORAGE <br />REAR PORCH <br />FRONT PORCH <br />TOTAL AREA UNDER ROOF <br />CEILING HEIGHT 8'-0" <br />FLOOR PLAN <br />hereby certify that I have reviewed this plan and found it to be in <br />compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition <br />David W. Smith, P.E. #53608 <br />ENGINEER LICENCE #53608 <br />2037 <br />513 <br />120 <br />96 <br />58 <br />2766 S.E. <br />' BUTTERFIELD INVESTMENTS INC <br />5985 14TH STREET <br />ZEPHYRHILLS, FLORIDA <br />D.W.SMITH,M.S. X.E.#53608 <br />FLORIDA PR❑FESSI❑NAL ENGINEER LICENSE NUMBER 53608 <br />PROJECTS ENGINEERING CONSULTANT <br />9909 WALLAST❑N DRIVE—DADE CITY, FLORIDA 33525 <br />PHONE;813-469-2289 E-MAID dwsflpe@earthlink, net <br />RICK GOLLHARDT — DRAFTSMAN <br />813- 781- 3651 <br />rgollhardt@tampabay.rr.com <br />FLOOR PLAN <br />SCALE <br />DO NOT SCALE <br />DESIGN/DRAWN <br />R. GOLLHARDT <br />30 AUG 2020 <br />CHECKED <br />D.W.S.,p.e. <br />SHEET OF <br />2 OF 9 <br />JOB NO, <br />2020-0818 <br />