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GENERAL NOTES:
<br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2011 FLORIDA BUILDING CODE
<br />6TH EDITION AND THE 2011 FLORIDA BUILDING CODE - RESIDENTIAL 6TH EDITION.
<br />ARKAY ENGINEERING, INC.: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANY. HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN
<br />OF THIS STRUCTURE.
<br />THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
<br />FOLLOWING SUPERIMPOSED LOADS:
<br />FLOOR:
<br />LIVE LOAD - 50 P.S.F.
<br />DEAD LOAD - 10 P.S.F.
<br />ROOF:
<br />LIVE LOAD (TRUSS TOP CHORD) - 20 P.S.F.
<br />DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F. (15 P.S.F. WHEN TILE ROOFING IS INSTALLED)
<br />DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.S.F.
<br />ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 1 P.S.F.
<br />WIND:
<br />BUILDING IS DESIGNED TO CONFORM TO ASCE 1-10, CHAPTERS 26 THRU 31: PER 2011 FLORIDA
<br />BUILDING CODE, RESIDENTIAL 6TH ADDITION - SECTION R301.2.1.1. AND 2011 FLORIDA BUILDING
<br />CODE 6TH ADDITION SECTION IbOS
<br />COMPONENT 4 CLADDING WIND LOADS
<br />WIND DESIGN ASSUMPTIONS:
<br />BUILDING EXPOSURE - B ALL OTHER
<br />BUILDING RISK CATEGORY - II BUILDING ROOF OVERHANG COMPONENT
<br />MEAN ROOF HEIGHT 30' OR LESS ZONE LOADS LOADS
<br />HEIGHT 4 EXPOSURE ADJUSTMENT
<br />COEFFICIENT - LO I N/A +32.3/-35.3
<br />ENCLOSED BUILDING
<br />INTERNAL PRESSURE COEFFICIENT - +/- 0.18 2 -65.1 +32.3/-56.2
<br />WIND SPEED SHOWN AT THE BOTTOM RIGHT
<br />CORNER OF THIS SHEET 3 -110.6 +32.3/-8S.0
<br />ALL STRUCTURAL ELEMENTS, EXTERIOR 4 N/A +35.3/-38.2
<br />WALLS AND INTERIOR WALLS SHALL BE
<br />TYPE V CONSTRUCTION PER FBC 602.5 5 N/A +35.3/-41.2
<br />SOIL BEARING 4 COMPACTION:
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F.
<br />(MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL
<br />ON THE SITE IS PROPERLY PREPARED 4 COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F.
<br />FOUNDATION LOADING.
<br />ARKAY ENGINEERING, INC.: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
<br />NOR PERFORMING ANY SOIL TESTING.
<br />ARKAY ENGINEERING, INC. SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
<br />THE BUILDING LOADS.
<br />FOUNDATIONS 4 SLAB —ON —GRADE:
<br />BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA.
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
<br />SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING.
<br />SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY
<br />COMPACTED AND TERMITE POISONED SOIL.
<br />CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY
<br />COMPRESSIVE STRENGTH OF 2,500 P.S.I.
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
<br />FOR 05 REBAR, 30" FOR 06 REBAR 4 35" FOR "1 REBAR.
<br />PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER
<br />FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
<br />EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
<br />AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED.
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE
<br />SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
<br />A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS.
<br />TIMBER MATERIALS.
<br />ALL TIMBER MATERIALS SHALL BE AS FOLLOWS:
<br />LVL BEAMS SHALL BE (1.9E) MICROLLAM LVL MATERIALS MANUFACTURED BY TRUSJOIST
<br />MACMILLAN (OR EQUAL).
<br />LUMBER UTILIZED IN BOTTOM PLATES, TOP PLATES, POSTS, STUD PACKS AND BEAMS
<br />SHALL BE 02 YELLOW PINE (OR BETTER).
<br />EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE 02 SPRUCE (OR BETTER).
<br />ALL OTHER STUDS SHALL BE "STUD GRADE" SPRUCE.
<br />PSL POSTS SHALL BE MOE) PARALLAM PSL MATERIALS MANUFACTURED BY TRUSSJOIST
<br />MACMILLAN (OR EQUAL). SEE "POST SUPPORT TABLE" ON THIS SHEET FOR LOAD VALUES.
<br />ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED
<br />PRIOR TO REQUESTING THE FRAMING INSPECTION.
<br />ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED
<br />MATERIALS
<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 01 SPRUCE TOP PLATE WITH STUDS SPACED
<br />MAXIMUM 24" OC. WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT
<br />GARAGE TO HAVE MINIMUM R-11 INSULATION
<br />SOIL TERMITE TREATMENT:
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
<br />APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
<br />USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
<br />A "CERTIFICATE OF COMPLIANCE" SHALL BE 15SUED TO THE BUILDING DEPARTMENT BY A LICENSED
<br />PEST CONTROL COMPANY BEFORE A "CERTIFiCATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE
<br />SHALL STATE
<br />"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
<br />DEPARTMENT OF AGRICULTURE AND =:ONSUT-fER SERVICES."
<br />IF A REGISTER£^ TERM17!CIDE BAIT SYSTEM ire TO E!E L4 ED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />ABOVE DO NOT ArPLY, A S!GNED rlV = YI_A.F: CONTRACT FROM THE ISSUE
<br />OF THE GERvFlcr TE OF Or_CJPANC" . 56URIPIG IN6TAL.LATION, MAINTENANCE AND MONITORINC-. OF THE
<br />BAITING SYSTEM SHALL ESE PROvID0:; TO BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM
<br />MUST BE INSTALLED PRIOR TO FINAL BUIL.DiNCi APPROVAL,
<br />INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
<br />BACKFILLING 4 COMPACTION ARE COP^.PLETE
<br />ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED
<br />(INCLUDING ANY BOXED OR FORMED AREAS) -
<br />BOXED AREAS 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 DISTURBANCE OF THE SOIL AFTER THE
<br />INITIAL TREATMENT.
<br />A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
<br />SHALL BE REQUIRED
<br />ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
<br />MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT
<br />EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER ?,HALL BE INSTALLED AFTER CONSTRUCTION IS
<br />COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE
<br />VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED.
<br />CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
<br />BUILDING SIDEWALLS
<br />AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
<br />AND WITHIN 12 INCHES OF THE BUILDING. THIS eHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES
<br />FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS.
<br />THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE
<br />CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION
<br />WALL) AND FINAL EARTH GRADE SHALL. NOT BE LESS THAN 6 INCHES To ALLOW FOR INSPECTION
<br />FOR FUTURE TERMITE INFESTATIONS
<br />EXTERIOR WINDOWS 4 DOOR ASSEMBLIES:
<br />ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
<br />101/162 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER,
<br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY.
<br />ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO
<br />TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE.
<br />INSTALL ALL WINDOW 4 DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
<br />TO ACHEIVE THE DESIGN PRESSURES SPECIFIED.
<br />ELECTRICAL, FLUMBING 4 MECHANICAL:
<br />IN ACCORDANCE WITH CHAPTER 411.003(2)(1) OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL,
<br />PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO
<br />MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON
<br />ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS.
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, GARAGE AND AT
<br />EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT.
<br />ALL ELECTRICAL OUTLETS IN HABITABLE SPACES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
<br />SAFETY GLAZING:
<br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
<br />GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308:
<br />(1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR
<br />ASSEMBLIES.
<br />(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
<br />ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL
<br />ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
<br />THAN r00 INCHES ABOVE THE DRAIN INLET.
<br />(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
<br />THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A
<br />CLOSED POSITION AND WH05E BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE
<br />FINISHED FLOOR OR WALKING SURFACE.
<br />(4) GLAZING IN AN !NDI /IDUAL FIXED ; R CPEF.-45LE PANEL, OTHER THAN THOSE LOCATIONS
<br />DESCRIBED IN ITEMS (2) 4NO (3) AE:OVE. 7,4AT MEETS ALL OF THE FOLLOWING
<br />CONDITIONS:
<br />A) EXPOSED AREA OF AN INDIVIDUAL I'ANE GREATER THAN S SQ, FT,
<br />B) BOTTOM EDGE LESS T,4AN i8 INC"EP, ABOYF_ THE FLOOR.
<br />C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR,
<br />D) ONE OR MORE WALKING SURFACES JJITHIN 36 INCHES HORIZONTALLY OF THE
<br />PLANE OF THE GLAZING.
<br />REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS
<br />THAT MAY BE CONSIDERED A HAZARDOUS LCCATION FOR THE PURPOSE OF GLAZING.
<br />PRODUCT CATEGORY
<br />APPROVED PRODUCT LIST
<br />SUBCATEGORY MANUFACTURER
<br />STATE FLU
<br />APPROVV AL
<br />STRUCTURAL COMPONET
<br />HUC414
<br />SIMPSON
<br />FL 10531
<br />STRUCTURAL COMPONET
<br />HU28, HU28-2, U24
<br />SIMPSON
<br />FL 10655
<br />STRUCTURAL COMPONET
<br />HIO
<br />SIMPSON
<br />FL 10446
<br />STRUCTURAL COMPONET
<br />MSTA30
<br />SIMPSON
<br />FL 10852
<br />STRUCTURAL COMPONET
<br />PSL POST
<br />WEYERHAEUSER
<br />FL 6521.3
<br />STRUCTURAL COMPONET
<br />LVL BEAMS
<br />WEYERHAEUSER
<br />FL 6521,2
<br />ROOFING
<br />29 GA MASTER RIB
<br />UNION CORRIGATED IND
<br />FL 1211.10
<br />OVER 15/32" PLYWOOD
<br />ROOFING
<br />UNDERLAYMENT
<br />GAF
<br />FL 10626.1
<br />SINGLE HUNG
<br />WINDOWS
<br />NON IMPACT
<br />PLYGEM 1500
<br />FL 16103.1
<br />WINDOWS
<br />HORIZONTAL SLIDERS
<br />PLYGEM 1500
<br />FL 16102.1
<br />NON IMPACT
<br />WINDOWS
<br />AWNING/CASEMENT
<br />PLYGEM 1500
<br />FL 15531
<br />NON IMPACT
<br />EXTERIOR DOORS
<br />SLIDING GLASS
<br />PLYGEM 4180
<br />FL 14634.4
<br />SOFFIT 4 FASCIA TRIM
<br />SOFFIT AMERICAN CONSTRUCTION METALS
<br />FL 12019.1
<br />WALL SIDING
<br />VINYL LAP
<br />CERTAINTEED CORP
<br />FL 12483.1
<br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
<br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
<br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
<br />PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
<br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
<br />REPAIRS OR DELAY TO THE CONSTRUCTION
<br />i
<br />:
<br />:
<br />' NON CONDITIONED SPACE
<br />i
<br />I
<br />LEVEL_ TWO ELECTRICAL_ PLAN 1/411 11 O"
<br />ELECTRICAL LEGEND
<br />220 V
<br />G.F.I,
<br />110 V
<br />GROUND FAULT
<br />FLUORESCENT
<br />RECEPTACLE
<br />FIXTURE
<br />SWITCH
<br />®
<br />IIOv 50 CFM S O
<br />RECESS CAN LIGHT
<br />BATH FAN
<br />ILO v
<br />WP
<br />110 V
<br />(( ))
<br />VANITY LIGHT Q
<br />ELECTRICAL PANEL
<br />WATERPROOF
<br />OUTLET
<br />IIOV LIGHT
<br />EXTERIOR
<br />CAN BE CEILING
<br />WALL LIGHT
<br />OR WALL (TYP)
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, GARAGE AND AT EXTERIOR LOCATIONS
<br />SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT
<br />ALL REMAINING 15AMP/20AMP OUTLETS IN HABITABLE AREAS TO WIRED INTO A ARC -FAULT
<br />INTERRUPTER "AFL" CIRCUIT
<br />SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT
<br />TO BEDROOM AND OTHER LIVING AREAS
<br />CARBON MONOXIDE ALARM MUST BE INSTALL WITHIN 10'0" OF EACH ROOM USED FOR SLEEPING PURPOSES
<br />WHEN BUILDING HAS A FOSSIL FUEL BURNING HEATER OR APPLIANCE, A FIREPLACE OR AN ATTACHED
<br />GARAGE.
<br />GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C.
<br />METER AND PANEL LOCATION
<br />MAY VARY FROM DRAWINGS
<br />LEVEL_ ONE ELECTRICAL_ PLAN 1/4" = 11 011
<br />TYPICAL ELECTRICAL RISER DIAGRAM
<br />3 - 2/0 THHN CU FEEDERS
<br />2" GALV RISER
<br />SINGLE PHASE
<br />METER SOCKET BREAKER PANEL
<br />WITH MAIN
<br />100 AMP
<br />0 O
<br />GROUND PER N.E.C.
<br />3- 2/0 06 GROUND
<br />2" GALV NIPPLE
<br />CONCRETE ENCASED "LIFER"
<br />ELECTRODE REQUIRED PER
<br />CURRENT N.E.C. AND MUST
<br />BE INSPECTED PRIOR TO
<br />CONCRETE PLACEMENT
<br />ARKAY ENGINEERING INC. \
<br />STRUCTURAL ENGINEER
<br />RICHARD L. KIDDEY P.E.
<br />FLORIDA LICENSE NUMBER 31296
<br />I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
<br />WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
<br />ARE IN COMPLIANCE WITH CHAPTER 16, SECTION I&O9 OF THE
<br />FLORIDA BUILDING CODE 2011 6TH EDITION AND ASCE 1-10
<br />FOR 13S MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE
<br />2011 BUILDING CODE RESIDENTIAL 6TH EDITION
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<br />LEVEL ONE
<br />STORAGE
<br />438
<br />LEVEL TWO
<br />STORAGE
<br />556
<br />SCREEN
<br />PORCH
<br />112
<br />RV
<br />CARPORT
<br />542
<br />TOTAL 1648
<br />PG
<br />4OF4
<br />ARKAY 0 19224
<br />4 �1
<br />
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