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ENGINEER'S NOTES: <br />1. DESIGN WIND SPEED: 140 MPHuIt / 110 MPHasd , 3 sec gust <br />PER ATC HAZARDS BY LOCATION <br />2. RISK CATEGORY PER Table 1604.5 II <br />3. EXPOSURE CATEGORY = "B" <br />4. INTERNAL PRESSURE COEFFICIENT = +/— 0.18 (ENCLOSED BLDG) <br />5. COMPONENTS & CLADDING DESIGN PRESSURES PER ASCE 7-10: <br />FIG 30.5-1 <br />(ROOF) <br />ZONE <br />1 b: <br />+10/-21 <br />psf <br />ZONE <br />2a: <br />+10/-37 <br />psf <br />ZONE <br />3a: <br />+10/-55 <br />psf <br />(WALLS) <br />ZONE <br />4b: <br />+21 /-23 <br />psf <br />ZONE <br />5b: <br />+21 /-27 <br />psf <br />GENERAL NOTES <br />CONSTRUCTION TYPE: 5—B <br />ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE <br />ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 <br />SPECIFICATIONS FOR MASONRY STRUCTURES. <br />ASTM C270-12a C90-06b & C91-05 PECIFICATIONS FOR MASONRY STRUCTURES <br />NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL <br />FLORIDAARESIDENTIAL CODE T FBCS R), 7-10 ( f BC 6th ed. 2017) <br />FLORIDA BUILDING CODE ( <br />"MANUAL OF STEEL CONSTR CTION LLO ABLE STRESS DESIGN , BY THE AME'RICAN <br />INSTITUTE OF STEEL CONSTRUCTION, AIS� 13TH EDITION. <br />"DESIGN SPECIFICATION FOR LIGHT M TAL LATE CONNECTED WOOD TRUSSES" BY THE <br />TRUSS PLATE INSTITUTE TR11-14. <br />DESIGN : <br />ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE <br />ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 <br />SPECIFICATIONS FOR MASONRY STRUCTURES. <br />ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES <br />NATIONAL DESIGN SPECIFICATIONS NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, <br />AC D ALL ACECOM N ING SL M T <br />FLORIDA BUILDING CODEF �FEB�TC <br />th ed. <br />d E(2017) AND <br />FLORIDA B ( ) <br />ASCE 7-10 <br />DEAD LOADS : <br />UNIT WEIGHT OF SOIL, COMPACTED <br />120 <br />PCF <br />UNIT WEIGHT OF REINFORCED CONCRETE <br />150 <br />PCF <br />UNIT WEIGHT OF 8 C.M.U. BLOCK <br />55 <br />PSF <br />1ST FLOOR SUPERIMPOSED LOAD <br />20 <br />PSF <br />UNIT WEIGHT OF 2x4 PARTITION WALLS <br />11 <br />PSF <br />UNIT WEIGHT OF 2x6 BEARING WALLS <br />12 <br />PSF <br />BALCONIES & DECKS <br />15 <br />PSF <br />TILE ROOF <br />TOP CHORD <br />15 <br />PSF <br />BOTTOM CHORD <br />10 <br />PSF <br />SHINGLE ROOF <br />TOP CHORD <br />7 <br />PSF <br />BOTTOM CHORD <br />10 <br />PSF <br />FLOOR TRUSSES <br />15 <br />PSF <br />LIVE LOADS : <br />SIDEWALK AND DRIVEWAY LOAD <br />250 PSF <br />GARAGE LOADS : <br />40 PSF <br />PARTITIONED ROOMS <br />BALCONY AND DECKS <br />40 PSF <br />60 PSF—UNDER 100 sq. ft. <br />STAIRWAYS AND LANDINGS <br />40 PSF <br />SLEEPING ROOMS <br />30 PSF <br />FLOOR TRUSS <br />TOP CHORD MINIMUM <br />40 PSF <br />ROOF TRUSS <br />TOP CHORD MINI UM <br />Wy <br />20 PSF <br />20 PSF (NON —CONCURRENT) <br />BOTTOM CHORD ATTIC LIMITEDDSTORAGE) <br />RAILING LOADS : <br />ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE <br />DESIGNED TO WITHSTAND A <br />CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY <br />DIRECTION ONANTHE RAILING. <br />ALL RAILING D GUARD RAIL SYSTEM'S ARE TO BE <br />DESIGNED TO WITHSTAND A <br />LOAD OF <br />ARD ATI THE DTOP OM THE GUOARDRAILD <br />OFF 100NPLF VERTICALLY DOWNGUARDRAIL <br />WITHSTAND <br />TAWNPINIEOSSTEATEDOIZONALLADAPIED <br />HRTIOMPLON 1SQ. FT. TAY ITHYM <br />LEFT ELEVATION <br />r <br />n <br />FRONT ELEVATION <br />AREA'S <br />COVERED CARPORT 36 <br />COVERED FRONT PORCH 485 <br />TOTAL AREA UNDER ROOF 521 S.F. <br />SCOPE OF WORK: NEW PORCH COVER AND CARPORT <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 />PERMANEWATER <br />L YE ATTACCHED INTRUSION. <br />HUTHE BODYDOORS HEINMATERIOARL BEINGS FASTENED ACCESSORIES <br />USE <br />#10 WOOD SCREWS PENETRATING INTO THE ROUGH FRAMING MENBER AT LEAST 2" @ 12" <br />QN 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 AND 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'-8" 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 V-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 />NOTE: <br />R314.3.1 ALTERATIONS, REPAIRS AND ADDITIONS. WHEN ALTERATIONS, REPAIRS OR ADDITIONS <br />REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN <br />EXISTING DWELLINGS, THE INDIVIDUAL DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE ALARMS LOCATED <br />AS REQUIRED FOR NEW DWELLINGS. <br />CONTRACTOR TO INSPECT AND INSURE THAT EXISTING HOUSE HAS SMOKE & CO DETECTORS AT EACH BEDROOM AND <br />AND OUTSIDE BEDROOMS WITHIN 10 FEET OF SLEEPING AREAS TO BE IN COMPLIANCE <br />o _I <br />r r r <br />i <br />0' 10' 10' 10' ' <br />39' <br />RIGHT ELEVATION <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 ENGINEER LICENCE <br />T <br />EXISTING STRUCTURE <br />2 <br />REAR ELEVATION <br />PARCEL: 11-26-21-0010-07200-0110 <br />S P IVEY JAM ES <br />5732 13th STREET <br />ZEPHYRHILLS, FLORIDA <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;813-469-2289 E-MAIL; dwsflpe@earthlink, net <br />RICK GOLLHARDT - DRAFTSMAN <br />813- 781- 3651 <br />rgollhardt@tam pab a y. rr. com <br />FLOOR PLAN SHEET OF <br />ELEVATIONS 1 of 4 <br />SCALE DATE JOB NO, <br />DO NOT SCALE 13 SEPT 2020 <br />DESIGN/DRAWN CHECKED 2020-0814 <br />R. GOLLHARDT D.W.S.,p.e. <br />