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THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
LEFT ELEVATION 1/411 = 1' 01R
6040 HR
3' OII
+ 33.42
- 43,44
12- 011
14' 0"
LEVEL TWO FLOOR PLAN 1/411 _ 11 oil
ALL EXTERIOR WALLS ACT AS SHEAR WALLS
1/2" A301 ALL THREAD ROD LOCATIONS WITH 5/8"Xl"
EXPANSION (I/2"BOLT SIZE) AT SLAB. USE 1/2" COUPLING
NUT TO SECURE ROD TO BOLT, OR DRILL 4" HOLE IN
SLAB AND USE SIMPSON STRUCTURAL ADHESIVE OR A
EQUAL EPDXY TO SECURE ROD IN HOLE. ROD TO
EXTEND THROUGH TOP PLATE WITH 1/2"X2"X2" SQUARE
WASHER AND NUT AT TOP. PLACE RODS AT EACH SIDE
OF OPENINGS, CORNERS AND SPACED MAXIMUM &'0"
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ALL EXTERIOR WALLS ACT AS SHEAR WALLS
RIGHT ELEVATION 1/411 = 11 O11
VINYL LAP SIDING
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ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
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RICHARD L. KIII DEY P,E,
FLORIDA LICENSE NUMBER 312S6
I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2011 6TH EDITION AND ASCE 1-10
FOR 139 MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE
2011 BUILDING CODE RESIDENTIAL 6TH EDITION
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THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
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EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DFLAY TO THE CONSTRUCTION
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ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
1
RICHARD L, DDEY P.E.
FLORIDA LICENSE NUMBER 31296
1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER I6, SECTION 160E OF THE
FLORIDA BUILDING CODE 2011 111 EDITION AND ASCE 1-10
FOR 139 MPH WIND ZONE RISK CATEGORY 11 AND THE ENTIRE
2011 BUILDING CODE RESIDENTIAL 6TH EDITION
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AND BEAMS WITH SIMPSON HIO AND
FILL ALL NAIL HOLES WITH IODXI 1/2"
NAILS
LEVEL TWO
15' 10 3/4 WALL HEIGHT
MINIMUM 2X6 02 SPRUCE SUB FASCIA
WITH ALUMINUM FASCIA, EAVE DRIP
AND SOFFIT
INTERIOR LEVEL
8' 4 3/4"
TWO FINISH FLOOR
LEVEL ONE
1' 6 V2"
WALL HEIGHT
(3) 2X6 02 PINE WITH 1/2" PLYWOOD
FILLERS OVER ALL OPENINGS
1/2" A301 ALL THREAD ROD LOCATIONS WITH 5/8"Xl"
EXPANSION (1/2"BOLT SIZE) AT SLAB. USE 1/2" COUPLING
NUT TO SECURE ROD TO BOLT , OR DRILL 4" HOLE IN
SLAB AND USE SIMPSON STRUCTURAL ADHESIVE OR A
EQUAL EPDXY TO SECURE ROD IN HOLE, ROD TO
EXTEND THROUGH TOP PLATE WITH 1/2"X2"X2" SQUARE
WASHER AND NUT AT TOP. PLACE RODS AT EACH SIDE
OF OPENINGS, CORNERS AND SPACED MAXIMUM 6'0"
SEE DETAIL FOR OFFSET BOLT FOR LEVEL TWO
or_
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NAILED 4" OC ON ALL EDGES AND 6" OC IN FIELD
COVER WITH GAF UNDERLAYMENT AND INSTALL 29GA
MASTER RIB PER MANUFACTURES SPECIFICATIONS
2X10 02 PINE RAFTERS 24" OC
R-30INSULATION —
1/2" CEILING TYPE GYPSUM BOARD
61 — (2) 2X6 02 SPRUCE TOP PLATE 2X6
WALLS AND (2) 2X4 02 SPRUCE IN
24 WALLS
1/2" GYPSUM BOARD
R-19 INSULATION IN ALL 2X6
T WALLS AND R-13 IN 2X4 WALLS
2X6 02 SPRUCE PLATE 2X6 WALLS
2X4 02 SPRUCE PLATE 2X4 WALLS
3/4" TtG PLYWOOD GLUED AND
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THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
OFF SET OPENINGS A301 ALL tHREAD ROD ROD SYSTEM FRO��M /
SLAB TO TOP PLATE PLACED (1) AT EACH /
CORNER AND AT MAXIMUM 6'O" OC ON
PERIMETER OF HOUSE
2 STORY ALL THREAD ROD ANCHOR DETAIL
NOT TO SCALE
1/2" HEX NUT WITH
SQUARE WASHER
R-113 INSULATION IN ALL 2X6
WALLS AND R-13 IN 2X4 WALLS-
2X6 PT PLATE 2X6 WALLS
2X4 PT PLATE 2X4 WALLS
CUT EXISTING SLAB AND REMOVE AT STORAGE
AREA AND POUR NEW MINIMUM 2500 PSI SLAB
WITH WIRE MESH OR FIBERMESH, to MILL VISQUEEN
OVER CELAN COMPACT TERMITE TREATED SOIL
MONO FOOTING EDGE AT ALL EXTERIOR
WALLS AS SHOWN WITH (3) 05 REBAR ON
CHAIRS
2X10 02 PINE NAILED TO ENDS OF
2XIO RAFTERS WITH (4) 16D NAILS
SECURE 2X6 RAFTERS TO 2X10 WITH
SIMPSON U24 HANGERS
2X6 02 PINE RAFTERS o 16" OC
IX4 02 PINE AT 16" OC ATTACHED
TO BOTTOM OF RAFTERS WITH (2)
12D NAILS
VINYL UNVENTED SOFFIT CEILING
(2) PLY 1.15"X16" LVL BEAM
WITH MAXIMUM SPAN OF BEAM
ALLOWED OF 24'0"
1/2" CDX PLYWOOD OR 1/16" OSB WALL SHEATHING
NAILED 3" OC AT ALL PLATES AND BEAMS AND
6" OC ON VERTICAL STUDS. COVER WITH TYVEK
HOUSE WRAP AND INSTALL VINYL LAP SIDING PER
MANUFACTURE
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5UILDING CUT SECTION
NOT TO SCALE
TYPICAL ROOF TRUSSES
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EXPANSION BOLTS
to
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CUT EXISTING SLAB TO ALLOW FOR
PAD FOOTINGS. DRILL 4" INTO CENTER
EDGE OF EXISTING SLAB AT THE THREE
SIDES OF PAD AND EPDXY 05 REBAR
THAT WILL EXTEND INTO FOOTING PADS
EXISTING CONCRETE
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NOT TO SCALE SLAB TO TOP PLATE PLACED (1) AT EACH
CORNER AND AT MAXIMUM &'0" OC ON
PERIMETER OF HOUSE
MAXIMUM PEAK HEIGHT I S"
11-7
LEVEL TWO WALL HEIGHT
AT THIS LOCATION 16' S 1/2"
TOP OF RV
CARPORT BEAM 13' 9 1/2"
(1) SIMPSON MSTA30 FLAT STRAP AND
EACH SIDE OF BEAM TO POST WITH 15"
OF STRAP TO FACE OF BEAM AND 15"
ON POST. FILL HOLES TO ALUMINUM
POST WITH "IOXI" SMS AND FILL HOLES
TO BE WITH IODXI 1/2" NAILS
1/8" THICK 2"X2" ALUMINUM ANGLE AT
EACH SIDE OF POST WITH (U 3/8"X4"
EXPANSION BOLTS IN FOOTING (4)
•IOXI" SMS IN POST
INTERIOR LEVEL
ONE FINISH FLOOR O' O"
SIDE VIEW
ARKAY ENGINEERING INC. 1
STRUCTURAL ENGINEERS
RICHARD L. KIDDEY P.E.
FLORIDA LICENSE NUMBER 31286
I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2011 6TH EDITION AND ASCE "HO
FOR 13S MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE
2011 BUILDING CODE RESIDENTIAL 6TH EDITION
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LEVEL ONE
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LEVEL TWO
STORAGE
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SCREEN
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RV
CARPORT
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TOTAL 1648
FIG
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AR<AY 19224
GENERAL NOTES:
THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2011 FLORIDA BUILDING CODE
6TH EDITION AND THE 2011 FLORIDA BUILDING CODE - RESIDENTIAL 6TH EDITION.
ARKAY ENGINEERING, INC.: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANY. HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN
OF THIS STRUCTURE.
THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
FOLLOWING SUPERIMPOSED LOADS:
FLOOR:
LIVE LOAD - 50 P.S.F.
DEAD LOAD - 10 P.S.F.
ROOF:
LIVE LOAD (TRUSS TOP CHORD) - 20 P.S.F.
DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F. (15 P.S.F. WHEN TILE ROOFING IS INSTALLED)
DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.S.F.
ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 1 P.S.F.
WIND:
BUILDING IS DESIGNED TO CONFORM TO ASCE 1-10, CHAPTERS 26 THRU 31: PER 2011 FLORIDA
BUILDING CODE, RESIDENTIAL 6TH ADDITION - SECTION R301.2.1.1. AND 2011 FLORIDA BUILDING
CODE 6TH ADDITION SECTION IbOS
COMPONENT 4 CLADDING WIND LOADS
WIND DESIGN ASSUMPTIONS:
BUILDING EXPOSURE - B ALL OTHER
BUILDING RISK CATEGORY - II BUILDING ROOF OVERHANG COMPONENT
MEAN ROOF HEIGHT 30' OR LESS ZONE LOADS LOADS
HEIGHT 4 EXPOSURE ADJUSTMENT
COEFFICIENT - LO I N/A +32.3/-35.3
ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT - +/- 0.18 2 -65.1 +32.3/-56.2
WIND SPEED SHOWN AT THE BOTTOM RIGHT
CORNER OF THIS SHEET 3 -110.6 +32.3/-8S.0
ALL STRUCTURAL ELEMENTS, EXTERIOR 4 N/A +35.3/-38.2
WALLS AND INTERIOR WALLS SHALL BE
TYPE V CONSTRUCTION PER FBC 602.5 5 N/A +35.3/-41.2
SOIL BEARING 4 COMPACTION:
THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F.
(MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL
ON THE SITE IS PROPERLY PREPARED 4 COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F.
FOUNDATION LOADING.
ARKAY ENGINEERING, INC.: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
NOR PERFORMING ANY SOIL TESTING.
ARKAY ENGINEERING, INC. SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
THE BUILDING LOADS.
FOUNDATIONS 4 SLAB —ON —GRADE:
BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA.
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING.
SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY
COMPACTED AND TERMITE POISONED SOIL.
CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 2,500 P.S.I.
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
FOR 05 REBAR, 30" FOR 06 REBAR 4 35" FOR "1 REBAR.
PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER
FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED.
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE
SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS.
TIMBER MATERIALS.
ALL TIMBER MATERIALS SHALL BE AS FOLLOWS:
LVL BEAMS SHALL BE (1.9E) MICROLLAM LVL MATERIALS MANUFACTURED BY TRUSJOIST
MACMILLAN (OR EQUAL).
LUMBER UTILIZED IN BOTTOM PLATES, TOP PLATES, POSTS, STUD PACKS AND BEAMS
SHALL BE 02 YELLOW PINE (OR BETTER).
EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE 02 SPRUCE (OR BETTER).
ALL OTHER STUDS SHALL BE "STUD GRADE" SPRUCE.
PSL POSTS SHALL BE MOE) PARALLAM PSL MATERIALS MANUFACTURED BY TRUSSJOIST
MACMILLAN (OR EQUAL). SEE "POST SUPPORT TABLE" ON THIS SHEET FOR LOAD VALUES.
ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED
PRIOR TO REQUESTING THE FRAMING INSPECTION.
ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED
MATERIALS
INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T.
PINE BOTTOM PLATE AND SINGLE 2 X 4 01 SPRUCE TOP PLATE WITH STUDS SPACED
MAXIMUM 24" OC. WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT
GARAGE TO HAVE MINIMUM R-11 INSULATION
SOIL TERMITE TREATMENT:
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
A "CERTIFICATE OF COMPLIANCE" SHALL BE 15SUED TO THE BUILDING DEPARTMENT BY A LICENSED
PEST CONTROL COMPANY BEFORE A "CERTIFiCATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE
SHALL STATE
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
DEPARTMENT OF AGRICULTURE AND =:ONSUT-fER SERVICES."
IF A REGISTER£^ TERM17!CIDE BAIT SYSTEM ire TO E!E L4 ED FOR SUBTERRANEAN TERMITE PREVENTION,
ABOVE DO NOT ArPLY, A S!GNED rlV = YI_A.F: CONTRACT FROM THE ISSUE
OF THE GERvFlcr TE OF Or_CJPANC" . 56URIPIG IN6TAL.LATION, MAINTENANCE AND MONITORINC-. OF THE
BAITING SYSTEM SHALL ESE PROvID0:; TO BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM
MUST BE INSTALLED PRIOR TO FINAL BUIL.DiNCi APPROVAL,
INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
BACKFILLING 4 COMPACTION ARE COP^.PLETE
ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED
(INCLUDING ANY BOXED OR FORMED AREAS) -
BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN
ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
INITIAL TREATMENT.
A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
SHALL BE REQUIRED
ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT
EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS
AN EXTERIOR VERTICAL CHEMICAL BARRIER ?,HALL BE INSTALLED AFTER CONSTRUCTION IS
COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE
VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED.
CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
BUILDING SIDEWALLS
AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
AND WITHIN 12 INCHES OF THE BUILDING. THIS eHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES
FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS.
THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE
CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION
WALL) AND FINAL EARTH GRADE SHALL. NOT BE LESS THAN 6 INCHES To ALLOW FOR INSPECTION
FOR FUTURE TERMITE INFESTATIONS
EXTERIOR WINDOWS 4 DOOR ASSEMBLIES:
ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
101/162 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER,
PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY.
ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO
TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE.
INSTALL ALL WINDOW 4 DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
TO ACHEIVE THE DESIGN PRESSURES SPECIFIED.
ELECTRICAL, FLUMBING 4 MECHANICAL:
IN ACCORDANCE WITH CHAPTER 411.003(2)(1) OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL,
PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO
MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON
ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS.
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, GARAGE AND AT
EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT.
ALL ELECTRICAL OUTLETS IN HABITABLE SPACES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
SAFETY GLAZING:
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308:
(1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR
ASSEMBLIES.
(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL
ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
THAN r00 INCHES ABOVE THE DRAIN INLET.
(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A
CLOSED POSITION AND WH05E BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE
FINISHED FLOOR OR WALKING SURFACE.
(4) GLAZING IN AN !NDI /IDUAL FIXED ; R CPEF.-45LE PANEL, OTHER THAN THOSE LOCATIONS
DESCRIBED IN ITEMS (2) 4NO (3) AE:OVE. 7,4AT MEETS ALL OF THE FOLLOWING
CONDITIONS:
A) EXPOSED AREA OF AN INDIVIDUAL I'ANE GREATER THAN S SQ, FT,
B) BOTTOM EDGE LESS T,4AN i8 INC"EP, ABOYF_ THE FLOOR.
C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR,
D) ONE OR MORE WALKING SURFACES JJITHIN 36 INCHES HORIZONTALLY OF THE
PLANE OF THE GLAZING.
REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS
THAT MAY BE CONSIDERED A HAZARDOUS LCCATION FOR THE PURPOSE OF GLAZING.
PRODUCT CATEGORY
APPROVED PRODUCT LIST
SUBCATEGORY MANUFACTURER
STATE FLU
APPROVV AL
STRUCTURAL COMPONET
HUC414
SIMPSON
FL 10531
STRUCTURAL COMPONET
HU28, HU28-2, U24
SIMPSON
FL 10655
STRUCTURAL COMPONET
HIO
SIMPSON
FL 10446
STRUCTURAL COMPONET
MSTA30
SIMPSON
FL 10852
STRUCTURAL COMPONET
PSL POST
WEYERHAEUSER
FL 6521.3
STRUCTURAL COMPONET
LVL BEAMS
WEYERHAEUSER
FL 6521,2
ROOFING
29 GA MASTER RIB
UNION CORRIGATED IND
FL 1211.10
OVER 15/32" PLYWOOD
ROOFING
UNDERLAYMENT
GAF
FL 10626.1
SINGLE HUNG
WINDOWS
NON IMPACT
PLYGEM 1500
FL 16103.1
WINDOWS
HORIZONTAL SLIDERS
PLYGEM 1500
FL 16102.1
NON IMPACT
WINDOWS
AWNING/CASEMENT
PLYGEM 1500
FL 15531
NON IMPACT
EXTERIOR DOORS
SLIDING GLASS
PLYGEM 4180
FL 14634.4
SOFFIT 4 FASCIA TRIM
SOFFIT AMERICAN CONSTRUCTION METALS
FL 12019.1
WALL SIDING
VINYL LAP
CERTAINTEED CORP
FL 12483.1
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
i
:
:
' NON CONDITIONED SPACE
i
I
LEVEL_ TWO ELECTRICAL_ PLAN 1/411 11 O"
ELECTRICAL LEGEND
220 V
G.F.I,
110 V
GROUND FAULT
FLUORESCENT
RECEPTACLE
FIXTURE
SWITCH
®
IIOv 50 CFM S O
RECESS CAN LIGHT
BATH FAN
ILO v
WP
110 V
(( ))
VANITY LIGHT Q
ELECTRICAL PANEL
WATERPROOF
OUTLET
IIOV LIGHT
EXTERIOR
CAN BE CEILING
WALL LIGHT
OR WALL (TYP)
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, GARAGE AND AT EXTERIOR LOCATIONS
SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT
ALL REMAINING 15AMP/20AMP OUTLETS IN HABITABLE AREAS TO WIRED INTO A ARC -FAULT
INTERRUPTER "AFL" CIRCUIT
SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT
TO BEDROOM AND OTHER LIVING AREAS
CARBON MONOXIDE ALARM MUST BE INSTALL WITHIN 10'0" OF EACH ROOM USED FOR SLEEPING PURPOSES
WHEN BUILDING HAS A FOSSIL FUEL BURNING HEATER OR APPLIANCE, A FIREPLACE OR AN ATTACHED
GARAGE.
GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C.
METER AND PANEL LOCATION
MAY VARY FROM DRAWINGS
LEVEL_ ONE ELECTRICAL_ PLAN 1/4" = 11 011
TYPICAL ELECTRICAL RISER DIAGRAM
3 - 2/0 THHN CU FEEDERS
2" GALV RISER
SINGLE PHASE
METER SOCKET BREAKER PANEL
WITH MAIN
100 AMP
0 O
GROUND PER N.E.C.
3- 2/0 06 GROUND
2" GALV NIPPLE
CONCRETE ENCASED "LIFER"
ELECTRODE REQUIRED PER
CURRENT N.E.C. AND MUST
BE INSPECTED PRIOR TO
CONCRETE PLACEMENT
ARKAY ENGINEERING INC. \
STRUCTURAL ENGINEER
RICHARD L. KIDDEY P.E.
FLORIDA LICENSE NUMBER 31296
I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION I&O9 OF THE
FLORIDA BUILDING CODE 2011 6TH EDITION AND ASCE 1-10
FOR 13S MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE
2011 BUILDING CODE RESIDENTIAL 6TH EDITION
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LEVEL ONE
STORAGE
438
LEVEL TWO
STORAGE
556
SCREEN
PORCH
112
RV
CARPORT
542
TOTAL 1648
PG
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ARKAY 0 19224
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