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ENGINEER'S WITES:
<br />1,
<br />DESIGN WIND SPEED: 140 MPH VUtt/
<br />108 MPH Vsd, 3 sec gust
<br />2,
<br />RISK CATEGORY PER Table 1604,5
<br />II
<br />3,
<br />EXPOSURE CATEGORY - "B"
<br />4,
<br />INTERNAL PRESSURE C❑EFFICIENT =
<br />+/- 0,18 (ENCLOSED BLDG)
<br />5,
<br />COMPONENTS & CLADDING DESIGN
<br />PRESSURES PER ASCE 7-10
<br />(ROOF)
<br />ZONE 1b: +12/-20
<br />ZONE 2a; +13/-35
<br />ZONE 3a: +13/-52
<br />(WALLS)
<br />ZONE 41o; +21/-23
<br />ZONE 5b +21/-28
<br />CJDES
<br />FLORIDA RESIDENTIAL CODE) FLORIDA BUILDING CODE) GTH EDITI❑N 2017
<br />ASCE 7 10
<br />C❑NSTRUCTI❑N TYPE: 5-B
<br />BUILDING CODE REQUIREMENTS FOR REINS❑RCED CONCRETE (ACI 318-11)
<br />SPECIFICATI❑NS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301)
<br />BUILDING CODE REQUIREMENTS FOR MASONRY STURCTURES (ACI 530-11)
<br />NATI❑NAL DESIGN SPECIFICATI❑NS FOR WOOD C❑NSTRUCTI❑N, LATEST EDITI❑N
<br />APA PLYWOOD DESIGN SPECIF-ICATI❑N
<br />GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM THEIR WORK IN
<br />ACCORDANCE WITH ALL APPLICABLE CODES G❑VERNING EACH TRADE,
<br />GENERAL N❑TES:
<br />WIND❑W AND DOOR MANUFACTURERS TO PR❑VIDE CERTIEICATI❑N/RATING THAT THEIR WIND❑WS AND DOORS
<br />WILL WITHSTAND THE PRESSURE RESULTING FROM THE SPECIFIED DESIGN COMPONENTS AND CLADDING WIND
<br />' PRESSURE AND PR❑VIDE INSTALLATI❑N INF❑RMATI❑N WITH THEIR PRODUCTS,
<br />T CONTRACTOR TO INSTALL WIND❑WS AND DOORS ACC❑RDING TO INSTRUCTI❑NS SUPPLIED BY MFGR AND HAVE
<br />MANUFACTURERS SPECIFICATI❑NS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTI❑N FOR REVIEW BY THE
<br />BUILDING INSPECT❑R.
<br />m
<br />ALL HURRICANE CLIPS, STRAPS AND FASTENERS ARE TO BE APPLIED ACC❑RDING TO THE FASTENERS
<br />SCHEDULE AND MANUFACTURERS SPECIFICATI❑NS, IF DESIRED, EQUALVENT CONNECTORS MADE BY ANOTHER
<br />SUPPLIER MAY BE USED IN PLACE OF THE CONNECTORS SHOWN,
<br />THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE INTERACTI❑N OF VARI❑US
<br />CONNECTED COMPONENTS, PR❑VIDE ADEQUATE BRACING, SH❑RING AND ANY OTHER TEMPORARY SUPPORTS
<br />AS REQUIRED TO SAFELY COMPLETE THE WORK.
<br />ALL DOORS INTERI❑R & EXTERI❑R ARE 6'-8" UNLESS ❑THERWISE NOTED
<br />ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS
<br />ALL WIND❑WS WITHIN 24" OF DOORS (INTERI❑R & EXTERI❑R) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (FBC) R308,4)
<br />HURRICAN CLIPS ARE REQUIRED ON ALL TRUSSES AND RAFTERS, IF PLYWOOD OR ❑SB SHEATHING DOES NOT OVER TOP PLATE,
<br />HURRICANE CLIPS MUST BE COVER BOTH TOP PLATES.
<br />UPLIFT PR❑TECTI❑N: PLYWOOD OR ❑SB C❑VERING ENTIRE EXTERI❑R OF HOME WITH NAILS SPACED 3" D.C. AT TOP AND BOTTOM,
<br />6" D.C. ON EDGES AND THE REMAINDER AT 12" Of. OR PLAYW❑❑D OR ❑SB AT CORNERS, WITH HURRICANE STRAPING ON EVERY
<br />EXTERI❑R STUD, CRIPPLE, JACKSTUD ETC. AT TOP AND BOTTOM,
<br />R302,6 DWELLING -GARAGE FIRE SEPARATI❑N
<br />THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302,6, ❑PENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTI❑N R302,5,
<br />ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702,3,5, THE WALL SEPARATI❑N PR❑VISI❑NS 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 />NOTE:
<br />R314,3,1 ALTERATI❑NS, REPAIRS AND ADDITI❑NS. WHEN ALTERATI❑NS, REPAIRS ❑R ADDITI❑NS
<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 ❑UTSIDE BEDROOMS WITHIN 10 FEET OF SLEEPING AREAS TO BE IN C❑MPLIANCE
<br />EXISTING
<br />STORAGE
<br />EXISTING
<br />,,GARAGE
<br />I
<br />e�!
<br />EXISTING'
<br />E
<br />OFFICE / / / /
<br />XISTING
<br />..:
<br />5'-10
<br />COVER PORCH
<br />IR-LE'AIR, _V`_7.1LE VA TIO 1\1
<br />I hereby certify that I have reviewed this plan and found it to be in
<br />compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition
<br />David W. Smith, P.E. #53608
<br />I
<br />9'-5
<br />EXISTING
<br />EGRESS
<br />SH24
<br />SH24
<br />0j
<br />LO
<br />a
<br />NAT/Kor)(00101
<br />AREA'S
<br />LIVING 284
<br />COVERED PORCH 168
<br />TOTAL AREA UNDER R❑❑E 452 S,E,
<br />All WORKSHALL C; 1r;t�
<br />CODES FLORIDA N VV1 H PREVAILING
<br />NA''1ONAL ELEC? O LOI fO CODE,
<br />AN �lr ClTY RIC CODE
<br />OR
<br />0-INANCES OF E YI�HILLS
<br />SH24 SH24
<br />IG HT E V A TI 0 N
<br />PARCEL: 03-26-21-0130-00000-0430
<br />D.W.SMITH,M.S.,P.E.#53608 PRATT GREGORY
<br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 6106 R I D G EWAY DR
<br />PROJECTS ENG1rNEERING CONSULTANT ZEPHYRHILLS, FLORID
<br />PHO�E (CEL ) 813-4 9-2 WALLASTON 89 I VE—DAD E- AIL1 dwsf 1pE CITY ❑0eaDrtth l3 k n t ELEVATIONS
<br />RICK GOLLHARDT — DRAFTSMAN
<br />PHONE1( CELL) 813-781-3651 E-MAIL1 roollhardt@tare
<br />FLOOR PLAN
<br />SCALE DATE
<br />DO NOT SCALE 7 NOV 2021
<br />DESIGN/DRAWN CHECKED
<br />rr,com R. GOLLHARDT D.W.S.PE
<br />SHET OF
<br />1 Ot 4
<br />JOB JNO,
<br />2021-0520
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