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LOADING DOCK FINISH FLOOR
<br />MAIN BUILDING FINISH FLOOR
<br />GENERAL NOTES:
<br />THIS RENOVATIONS HAS BEEN DESIGNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE
<br />AND 2009 SUPPLEMENTS
<br />ARKAY ENGINEERING INC, A REGISTERED LICENSED, MO RIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANY: HAS APPLIED " RATIONAL ANALY 818" FOR THE STRUCTURAL DESIGN
<br />OF THIS STRUCTURE
<br />THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADD INGS SHALL BE DESIGNED FOR THE
<br />FOLLOWING SUPERIMPOSED LOADS
<br />FLOORS,
<br />LIVE LOADS - 40 P.S.F.
<br />DEAD LOADS - 10 P.S.F.
<br />BLAB,
<br />LIVE LOADS - 50 P.B.F.
<br />DEAD LOADS - 10 P.S.F.
<br />WIND DESIGN ASSUMPTIONS.
<br />COMPLIES WITH SECTION 160E FBC
<br />BUILDING EXPOSURE - B
<br />BUILDING IMPORTANCE FACTOR - LO
<br />MEAN ROOF HEIGHT 30' OR LESS
<br />HEIGHT 4 EXPOSURE ADJUSTMENTS COEFFICIE NT - LO
<br />ENCLOSED BUILDING
<br />INTERNAL PRESSURE COEFFICIENT • + / - 0 .18
<br />SEE WIND SPEED AT BOTTOM RIGHT OF ALL SH EETS
<br />SOIL BEARING 4 COMPACTION:
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE 6 OIL BEARING CAPACITY OF
<br />2000 P.B.F.( MINIMUM ) THE CONTRACTOR/PROPERTY OW NER IS RESPONSIBLE FOR VERIFYING
<br />THAT THE SOIL ON THE SITE 18 PROPERLY PREPARED AN D COMPACTED SUCH THAT IT CAN
<br />SUPPORT A 2000 P.S,F. FOUNDATION LOADING
<br />ARKAY ENGINEERING INC, A. REGISTERED LICENSED FLOR IDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANY, DESIGNED THESE FOUNDATION$ W ITHOUT VISITING THE CONSTRUCTION
<br />SITE NOR PERFORMING ANY SOIL TESTING
<br />ARKAY ENGINEERING INC SHALL NOT BE RESPONSIBLE FO R THE SITE SOIL ABILITY TO SUPPORT
<br />THE BUILDING LOADS
<br />FOUNDATION 4 SLAB - ON- GRADE NOTES :
<br />BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGA NIC MATERIALS,.
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAC) AR EA, SHALL BE COMPACTED
<br />SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.:$.F, FOUNDATION LOADING. BLAB
<br />$$H�ApLL�BREM TPLLAC�E�gOVER
<br />p Agp6��MIL VAPOR BARRIER ON CLEA N ADEQUATELY COMPACTED
<br />CONCRETE UTILPIZED IN THE FOUNDATION AND SLABS "A LL HAVE A MINIMUM 28 DAY
<br />COMPRESSIVE STRENGTH OF 3000 P.S.I.
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND I DENTIFIED IN ACCORDANCE
<br />WITH ASTM A -615, LAP SPLICES, WHERE REQUIRED SHA LL BE A MINIMUM OF 25" FOR
<br />o5 REBAR, 30" FOR o6 REBAR 4 35" FOR 01 REBAR
<br />PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGH T OF 4 COURSES ( AFTER
<br />FINALSITE GRADING) THE CONTRACTOR BUILDING OW SHALL DETERMINE THE
<br />RAC OR OR NER
<br />EXACT STEMWALL HEIGHT BABE UPON 817E CONDITIONS P RIOR TO POURING THE FOUNDATION
<br />AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 CO URGE ARE REQUIRED
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE
<br />FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A
<br />STRING STRECTED FROM MARKER TO MARKER TO VERIFY R EQUIRED SET BACKS
<br />MASONRY WALLS:
<br />CONCRETE MASONRY UNIT SHALL BE HOLLOW UNIT MASONR Y IN ACCORDANCE WITH ASTM C-90
<br />AND SHALL HAVE MINIMUM F'M OF 1500 PAJ.
<br />MORTAR SHALL CONFORM TO ABTMC -210 AND SHALL BE E ITHER TYPE M OR 8
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND I DENTIFIED IN ACCORDANCE
<br />WITH A6TMA-615. LAP SPLICES WHERE REQUIRED $4AL1 BE A MINIMUM OF 25" FOR 05 REBAR
<br />30" FOR 06 REBAR AND 35" FOR 01 REBAR.
<br />GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
<br />OF 3/8" PLACED AT 8 TO 11 INCH SLUMP AND HAVE A M INIMUM 28 DAY COMPRESSIVE STRENGTH of
<br />2000 P.S.I. ( WHEN TESTED PER ASTM C-1019 )
<br />PROVIDE CLEAN OUT OPENINGS ( 12 So. IN, ) IN CELL S CONTAINING SPLICED REINFORCEMENT, WHEN
<br />THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT
<br />TIMBER MATERIALS:
<br />LUMBER UTILIZED IN BOTTOM PLATE, TOP PLATER ,POST , STUDS PACKS AND BEAMS
<br />SHALL BE 02 YELLOW PINE (OR BETTER)
<br />INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T,
<br />PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUDS SPACED
<br />MAXIMUM 24" OC. WALLS TO HAVE 1/2" GYPSUM BOARD E ACH SIDE,
<br />ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED AND APPROVED
<br />PRIOR TO REQUESTING THE FRAMING INSPECTION,
<br />SOIL TERMITE TREATMENT:
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REG16TERE D TERMITICIDES, INCLUDING PESTICIDES
<br />APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, OR OTHE R APPROVED PROTECTION LABELED FOR
<br />USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION,
<br />A CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO T HE BUILDING DEPARTMENT BY A LICENSED
<br />PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OC CUPANCY WILL BE ISSUED. THE CERTIFICATE
<br />SHALL STATE, (PER FBC)
<br />THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FO R THE PREVENTION OF SUBTERRANEAN
<br />TERMITES, THE TREATMENT 18 INACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT
<br />OF AGRICULTURE AND CONSUMERS SERVICES
<br />INITIAL SOIL POISONING TREATMENT SHALL BE DONE AF TER ALL EXCAVATION
<br />BACKFILLING 4 COMPACTION ARE COMPLETE (PER FBC)
<br />ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SH ALL BE RE- TREATED
<br />INCLUDING ANY BOX OR FORMED AREAS ( PER FBC)
<br />BOXED AREA IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
<br />WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF AN
<br />ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANC E OF THE SOIL AFTER THE
<br />INITIAL TREATMENT ( PER FBC)
<br />A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL
<br />BE REQUIRED (PER FBC)
<br />ANY CONCRETE OVERPOUR , MORTAR OR STUCCO MATERIAL 8 ALONG THE FOUNDATION
<br />PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT, ( PER FBC)
<br />EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12" OF THE STRUCTURE SIDE WALLS (PER FBC)
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE IN STALLED AFTER CONSTRUCTION IS
<br />COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER THE
<br />VERTICAL BARRIER 18 APPLIED, SHALL BE RETREATED (PER FBC)
<br />CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAS T 12" AWAY FROM THE BUILDING
<br />SIDE WALLS (PER FBC)
<br />AFTER ALL WORK IS COMPLETE ANY LOOSE WOOD AND FIL L MUST BE REMOVED FROM
<br />BELOW AND WITH IN 12" OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES TUB
<br />TRAP BOXES, FORMS, SHORING AND ANY OTHER CELLULOS E CONTAINING MATERIALS
<br />PER (FBC)
<br />THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EX CEPTIONSf PAINT AND DECORATIVE
<br />CEMENTITIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL)
<br />AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6" T O ALLOW FOR INSPECTION FOR FUTURE
<br />TERMITE INFESTATIONS (PER FBC)
<br />EXTERIOR WINDOWS 4 DOORS:
<br />ALL EXTERIOR WINDOWS 4 GLASS DOORS OR ENTRANCE DO OR SHALL BE TESTED IN ACCORDANCE WITH
<br />ANSI/AMMA/NWWOA 101/162 STANDARD AND BEAR AN AMMA OR WOMA LABEL IDENTIFYING THE MANUFACTURE
<br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY
<br />ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES $HALL BE TEST OR ENGINEERED TO TRANSFER
<br />1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING S UBBTRATE
<br />INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE M ANUFACTURE ANCHORING RECOMMENDATIONS
<br />TO ACHIEVE THE DESIGN PRESSURES SPECIFIED
<br />ELECTRICAL, PLUMBING, 4 MECHANICAL:
<br />IN ACCORDANCE WITH CHAPTER 411.003 (2) (I) OF THE FLORIDA ADMINISTRATIVE CODE, ELECTRICAL
<br />PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO
<br />MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMB ING AND MECHANICAL SYSTEMS DRAWN HERON
<br />ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO A DORESS HIS/HER REQUIREMENTS.
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, WITHIN 6' FE ET OF SINKS
<br />EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND F AULT INTERRUPTER "CFI" CIRCUIT
<br />GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N. E,C,
<br />SAFETY GLAZING,
<br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARD OUS LOCATION FOR THE PURPOSE OF
<br />GLAZING
<br />(U GLAZING IN SWING DOORS, FIXED AND SLIDING PAN EL OF SLIDING DOORS
<br />ASSEMBLIES
<br />(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
<br />ROOMS, BATHTUBS AND 8 4OWERS, GLAZING IN ANY P ORTION OF A BUILDING WALL
<br />ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
<br />THAN 60" ABOVE THE DRAIN INLET
<br />(3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
<br />THE NEAREST VERTICAL EDGE IS WITHIN A 24" RAO IU8 OF THE DOOR IN A CLOSED
<br />POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 6 0" ABOVE THE FINISH FLOOR OR
<br />WALKING SURFACE
<br />(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PA NFL OTHER THAN THOSE LOCATIONS
<br />DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT M EETS ALL OF THE FOLLOWING
<br />(A) EXPOSED AREA OF AN INDIVIDUAL PANE GREAT ER THAN 9 $Q. FT,
<br />(B) BOTTOM EDGE LESS THAN 1S" ABOVE THE FLOOR
<br />(C) TOP EDGE GREATER THAN 36" ABOVE THE FLOOR
<br />(D) ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY
<br />OF THE PLANE OF THE GLAZING
<br />NEW WEST ELEVATION 3/16" = 11 O"
<br />BLOCK WALL BEYOND OF
<br />OFFICE AREA WITH OPENING
<br />CHANGES
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<br />TOP OF BLOCK WALL o LOADING DOCK
<br />LOAOING DOCK FINISH FLOOR
<br />fLDING
<br />NEW NORTH ELEVATION 3/16" = V O"
<br />12
<br />_ VERIFY� 1
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<br />OA ING K FINISH F O L .. .. .. . D DOG LO R - ...
<br />.... ... .. ... .. ... .. ... .. ... I'.'..'.'..'.'..�...
<br />MAIN BUILDING. FINISH FLOOR I.
<br />NEW SOUTH ELEVATION 3/1611 = 11 0
<br />11
<br />ARKAY ENGINEERING INC,
<br />STRUCTURAL ENGINEERS
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<br />RIC1 ARD t . GIDDEY PIE,
<br />FLORIDA OCENIAE NUMBI="R 31296
<br />I HERBY CERTIFY THAT THESE PLANA- AND SPECIFICATIO NS
<br />WERE PREPARE BY t-tv OR UNDER m)- DIRECT SUPERVISION
<br />ARE IN COMPLIANCE WITH rMAP?! R 16, SECTION I&OS O F THE
<br />FLORIDA BUILDING COl : 20 1 FOR 120 MPH (3 SECOND GUST)
<br />UJIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001
<br />FLORIDA BUILDING CODE AND 2009 SUPPLEMENTS
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