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FRONT ELEVATION 1/411 - 11 O"
60 LF VENT A RIDGE
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LEFT ELEVATION 1/4 11 = 1' O I I
RIGHT ELEVATION 1/4" = 1' 01
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PRODUCT CATEGORY
APPROVED PRODUCT LIST
SUB CATEGORY MANUFACTURER
STATE APPROVAL FL0
STRUCTURAL COMPONET
LCE4
SIMPSON
FL 10446
STRUCTURAL COMPONET
ACE, 45U66
SIMPSON
FL 10660
STRUCTURAL COMPONET
H10
SIMPSON
FL 1045E
ROOFING
ASPHALT
GAF SINGLES ALL
FL 10124.1
ROOFING
UNDERLAYMENT
GAF
FL 10626.1
SINGLE HUNG
WINDOWS
NON IMPACT
PLYGEM 1500
FL 16103.1
SOFFIT t FASCIA TRIM
SOFFIT AMERICAN CONSTRUCTION METALS
FL 120113.1
WALL SIDING
EXTERIOR
HARDI BOARD
FL 131132.1
LAP SIDING
EXTERIOR DOORS
SINGLE SWINGING
PLAST PRO
FL 15221.1
EXTERIOR DOORS
SINGLE SWINGING
PLAST PRO
FL 15221,E
EXTERIOR DOORS
GARAGE'B'2" TO 161"
CLOPAY
FL 5684.3
WALL HEIGHT -
TOP OF OPENINGS
FINISH FLOOR -
30' 8"
6X6 PT POST
TRIPLE 2XIO 02 PINE SEAM
HARDI WRAPPED
WITH ONE LAYER 1/2" PLY
WOOD FILLERS
HOSE
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-------------------------
REAR PORCH
+ 33.10
PORCH SLAB 4" BELOW 44.00
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I
14' ro 7L
13'
811
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1/2" 4301 ALL THREAD ROD LOCATIONS WITH 5/8"XY'
EX-PANSION (1/2"BOLT SITE) 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"
OC
+ 33.10
44.00
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301 8"
FLOOR PLAN 1/411 = 11 O"
ALL EXTERIOR WALLS ACT AS SHEAR WALLS
N
111 311 TRIPLE 2XIO 02 PINE BEAM
WITH ONE LAYER 1/2" PLY
WOOD FILLERS
YVVKF% SHALL COMPLY WITH PR AG
CODES FLORIDA BUILDING CODE,
NATIONAL, ELECTRIC GODS,
AND THE ITT 0-F i!-IILLS
ORDINANCES
REVIEVI,' ,DA i OCT f I
CITY or ,sr.;.)` 5�
PLAN EoI.4�I
ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
RICHARD L, KI/ENrL'�t`i!EiIR
PFLORIDA LICEN 3129E
I HERBY CERTIFY THAT THESE PLANS AND SF'EC!FICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 160E 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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LIVING
1382
GARAGE
310
FRONT
FORCH
80
REAR
FORCH
12
TOTAL 1904
FG
1 OF 4
ARIGAY 17791
1/2" CDX OR -1116" OSB ROOF SHEATHING
NAILED P :R ROOF.SHEATHING DETAIL
WITH SD N 41LS, USE STEEL PLYCLIPS
AND GAF JNDERLAYMENT AND GAF
SHINGLES RIDGE VENT AS SHOWN ON
ELEVATIO 45
SEE TRUSS LAYOUT
i
2X4 WOOD SUB FASCIA WITH
ALUMINUM FASCIA, DRIP AND
SOFFIT
VINYL SINGLE
HUNG WINDOWS
I -
2X4 02 SPRUCE STUDS AT 16" OC WITH
1/2" CDX OR OSB WALL SHEATHING
NAILED 3" OC ON ALL PLATES AND
4" OC ON VERTICAL STUDS. COVER
WITH TYVEK HOUSE WRAP AND SIDING
SINGLE 2X4 P.T. BOTTOM PLATE.
SECURED WALL TO SLAB WITH 1/2"
X 8" ANCHOR BOLTS 24" OC
311
*5 VERTICAL RODS PLACED
DBL 2X4 02 SPRUCE TOP PLATE
ALL TOP PLATE SPLICE MUST BE
MINIMUM 4'0" NAILED 4" OC WITH
12D COMMON NAILS
DBL 2X12 "2 PINE WITH ONE
LAYER 1/2" PLYWOOD IN CENTER
OVER ALL DOOR AND WINDOW
OPENINGS
ENGINEERED ROOF
TRUSSES 24" OC
MINIMUM R-30 INSULATION
IN ATTIC AREAS
1/2" CEILING TYPE
GYPSUM BOARD
R-13 INSULATION IN WALLS WITH
1/2" GYPSUM WALL BOARD
TYPICAL 4" CONCRETE SLAB WITH WIRE MESH
OR FIBER MESH AND 6 MILL V15QUEEN OVER
CLEAN COMPACT TERMITE TREATED SOIL
BOTTOM OF FOUNDATION
MINIMUM 12" BELOW GRADE
AS SHOWN ON FOUNDATION 1611 TYPICAL 8" X 16" FOOTINGS WITH
PLAN 2 EACH 05 REBAR ON CHAIRS
2X4 WOOD WALL DETAIL
NOT TO SCALE
THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2011 FLORII A BUILDING CODE
6TH EDITION AND THE 2011 FLORIDA BUILDING CODE - RESIDENTIAL 6 H EDITION.
ARKAY ENGINEERING, INC.: A REGISTERED, LICENSED, FLORIDA PROF :55IONAL STRUCTURAL
ENGINEERING COMPANY: HAS APPLIED "RATIONAL ANALYSIS" FOR TI E STRUCTURAL DESIGN
OF THIS STRUCTURE.
THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
FOLLOWING SUPERIMPOSED LOADS:
SLAB:
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 T .E 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 TH :U 31: PER 2011 FLORIDA
BUILDING CODE, RESIDENTIAL 6TH ADDITION - SECTION R301.2.1.1. AN[ 2011 FLORIDA BUILDING
CODE 6TH ADDITION SECTION 1609
COMPONENT 4 CLADDING WIND LOADS
WIND DESIGN ASSUMPTIONS:
BUILDING EXPOSURE - B
BUILDING RISK CATEGORY - II
MEAN ROOF HEIGHT 30' OR LESS
HEIGHT 4 EXPOSURE ADJUSTMENT
COEFFICIENT = 1.0
ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT = +/- 0,18
WIND SPEED SHOWN AT THE BOTTOM RIGHT
CORNER OF THIS SHEET
ALL STRUCTURAL ELEMENTS, EXTERIOR
WALLS AND INTERIOR WALLS SHALL BE
TYPE v CONSTRUCTION PER FBC 602.5
SOIL BEARING E COMPACTION:
ALL OTHER
BUILDING
ROc F OVERHANG
COMPONENT
ZONE
LOADS
LOADS
1
N/A
+32,3/-35.3
2
-65.1
+32.3/-56.2
3
-110.6
+32.3/-89.0
4
N/A
+35.3/-38.2
5
N/A
+35.3/-41.2
THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEAR 4G 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 c AN SUPPORT A 2,000 P:S.F,
FOUNDATION LOADING.
ARKAY ENGINEERING, INC.: A REGISTERED, LICENSED, FLORIDA PROF :SSIONAL STRUCTURAL
ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VIS -ING THE CONSTRUCTION SITE
NOR PERFORMING ANY SOIL TESTING,
ARKAY ENGINEERING, INC. SHALL NOT BE RESPONISIBLE FOR THE 511 - SOILS ABILITY TO SUPPORT
THE BUILDING LOADS.
FOUNDATIONS E SLAB —ON —GRADE:
BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATEF IALS WITHIN THE BUILDING AREA.
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL E E COMPACTED
SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATIO 4 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 111NIMUM 28 DAY
COMPRESSIVE STRENGTH OF 2,500 P.S.I.
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED Ir ACCORDANCE
WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIT- JM OF 25"
FOR 05 REBAR, 30" FOR 06 REBAR 4 35" FOR "-I REBAR.
PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 Cc URSES (AFTER
FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO F OURING THE FOUNDATION
AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES L 2E 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 MARKS RS SHALL BE EXPOSED AND
A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS.
GENERAL NOTES:
MASONRY WALLS:
PRE-ENG, TRUSSES
STRIP PORCH CEILING; WITH IX4
02 SPRUCE 6 24" OC AND INSTALL
BEADED VINYL CEILING
SIMPSON LCE4 AT ALL CORNER POST
AND AC6 AND INTERMEDIATE POST TO
BEAM, FILL NAIL HOLES WITH IODX1 1/2"
NAILS
6X6 PT WOOD POST
SIMPSON ABUfofo POST BASE WITH 5/8"X6"
EXPANSION BOLT IN SLAB AND FILL NAIL
HOLES WITH 10DX1 1/2" NAILS
PORCH SLAB
6Xro PT POST 4 $EAM DETAIL
NOT TO SCALE
SEE ROOF TRUSS PLAN
SEE FLOOR PLAN
1 1/2" V.T.F
CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90
AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
AND SHALL HAVE A MINIMUM F'M OF 1,500 P.5,1.
AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES
FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS.
MORTAR SHALL CONFORM TO ASTM C-210 AND SHALL BE EITHER TYPE M OR 5.
THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE
CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION
WITH ASTM A-615, LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
FOR FUTURE TERMITE INFESTATIONS
FOR 05 REBAR, 30" FOR 06 REBAR 4 35" FOR 01 REBAR.
TRUSSES:
GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONALS REVISE THE
OF 3/8", PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH
TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS ARKAY ENGINEERING, INC. IS
OF 2,500 P.8.1. (WHEN TESTED PER ASTM C-1019).
REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN
INTENT PRIOR TO COMMENCEMENT OF THE PROJECT.
PROVIDE CLEAN -OUT OPENINGS (12 SQ, IN,) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN
THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT.
EXTERIOR WINDOWS f DOOR ASSEMBLIES:
ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
TIMBER MATERIALS:
101/182 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER,
ALL TIMBER MATERIALS SHALL BE AS FOLLOWS:
PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY.
ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED
ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO
PRIOR TO REQUESTING THE FRAMING INSPECTION.
TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE.
INSTALL ALL WINDOW 4 DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
IF DESIRED, EQUIVALENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE
TO ACHEIVE THE DESIGN PRESSURES SPECIFIED.
"USP" OR "SIMPSON" CONNECTORS SHOWN.
ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED
ELECTRICAL, PLUMBING 4 MECHANICAL:
MATERIALS
INTERIOR STUD WALLS TO BE OF 2 X 4 �2 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T.
IN ACCORDANCE WITH CHAPTER 411.003(2XU OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL
RD E ER R ,
PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUDS SPACED
PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO
MAXIMUM 24" OC. WALLS TO HAVE I/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT
MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON
GARAGE TO HAVE MINIMUM R-II INSULATION
ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS.
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN 6 FEET OF SINKS), GARAGE AND AT
SOIL TERMITE TREATMENT:
EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT.
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
"AFI" CIRCUIT.
USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
SAFETY GLAZING:
PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE E
SHALL STATE
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308:
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
(1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR
TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
ASSEMBLIES.
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL
IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION,
ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
ABOVE DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE
OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE
THAN 60 INCHES ABOVE THE DRAIN INLET.
/
BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM
(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL.
THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A
CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE
INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
FINISHED FLOOR OR WALKING SURFACE.
BACKFILLING 4 COMPACTION ARE COMPLETE
(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING
ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED
CONDITIONS:
05 VERTICAL RODS FROM FOOTINGS
(INCLUDING ANY BOXED OR FORMED AREAS) -
BELOW TO TOP OF STEM WALL. PLACE
BOXED AREASWITTHE CONCRETE SLAB FOR INSTALLATION TRAPS SHALL MADE
A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT.
AT ALL CORNERS AND SPACED
MAXIMUM 4' 0' OC
PERMANENTT METAL PLASTIC FORMS. PERMANENT FORMS MUST OFF AN
B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.
ADD TO
ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR.
INITIAL TREATMENT.
D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE
PLANE OF THE GLAZING.
A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
DILUTION, IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS
SHALL BE REQUIRED
THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING.
ATTIC ACCESS:
ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT
ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ, FT, AND HAVING MINIMUM
30 INCHES OF VERTICAL HEIGHT. ROUGH -FRAMED OPENING NOT TO BE LESS THAN 22 X 30 INCHES.
EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC, IT SHALL BE INSTALLED IN ACCORDANCE
WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS
WITH THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION M1305,1.3
AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE
VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED.
GARAGE:
NO OPENINGS SHALL BE PERMITTED FROM A GARAGE INTO A SLEEPING ROOM. OTHER OPENINGS
CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
BETWEEN THE GARAGE AND RESIDENCE SHALL HAVE A DOOR (MIN. 1 3/5" THICK), OF SOLID WOOD,
BUILDING SIDEWALLS
SOLID OR HONEYCOMB CORE STEEL, OR 20-MINUTE FIRE -RATED WITH SELF CLOSING HINGES.
WALLS SEPARATING THE GARAGE AND RESIDENCE SHALL HAVE MIN. 1/2" GYPSUM BOARD
APPLIED TO THE GARAGE SIDE. THE CEILING SHALL HAVE MIN. 1/2" GYPSUM BOARD APPLIED
TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED BY ALL
HABITABLE ROOMS ABOVE WITH MIN. 5/8" 'TYPE-X' GYPSUM BOARD IN COMPLIANCE WITH THE
FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R309
30'a"
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FOUNDATION 4 SANITARY PLAN 1/411 _ 11 O11
ARKAY ENGINEERING
STRUCTURAL ENGINEE
RICHARD L. /KIDE=*f'f=).9,
FLORIDALICER 3125S
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 11 AND THE ENTIRE
20115UILDING CODE RESIDENTIAL 6TH EDITION
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HVAC PLAN 1/411 _ 11 o11
GENERAL LOADS
TYPE OF LOAD
LIGHTING LOAD IS04 50 FT X 3VA 5112
SMALL APPLIANCE LOAD 2 CIRCUITS X 1500VA 3000
LAUNDRY LOAD I CIRCUITS X 1500VA 1500
TOTAL VA 10212
LOAD
LIGHTING, SMALL APPLIANCE,
LAUNDRY FIRST 3000VA X 100 q TOTAL 3000 VA
LIGHTING, SMALL APPLIANCE
LAUNDRY REMAINING 1212 VA X 35 q TOTAL 2525 VA
TOTAL 5525 VA
LARGE APPLIANCE LOADS
ELECTRIC RANGE NOT OVER 12 KVA
8000 VA
CLOTHES DRYER
5500 VA
WATER HEATER
4500 VA
HVAC HEAT
6000 VA
TOTAL 24000 VA
TOTAL VA 213525 VA
CONVERT VA TO AMPS
29525 DIVIDED BY 240 VOLTS = 124 AMPS
ELECTRICAL LEGEND
220 V
G.F.I.
110 V
GROUND FAULT
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110V 50 CFM'S
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MONOXIDE
CAN BE CEILING
UNIT
ELECTRICAL PANEL
OR WALL (TYP)
G.D.O.
FLUORESCENT �5WALL SCONCE A-h
FIXTURE `w
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN &' FEET OR SINKS), GARAGE AND AT
EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER °CFI" CIRCUIT
ALL REMAINING OUTLETS IN HOME TO WIRED INTO A ARC -FAULT INTERRUPTER "AFI" 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'O" 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.
TYPICAL ELECTRICAL RISER DIAGRAM
3 -4/0 THWN CU FEEDERS
WITH 04 GROUND
02 CU DRIVEN GROUND
RODS 2 EACH 8'0" APART
SINGLE PHASE
BREAKER PANEL
WITH MAIN
150 AMP
2" PIPE
2" PIPE
3 - 4/0 T14WN CU FEEDERS
CONCRETE ENCASED "UFER"
ELECTRODE REQUIRED PER
CURRENT N.E.G. AND MUST
BE INSPECTED PRIOR TO
CONCRETE PLACEMENT
ELECTRICAL PLAN 1/4 11 _ 11 a l l
ARKAY ENGINEERING I
STRUCTURAL ENGINEEI
t
RICHARD L. KII EY P.E.
FLORIDA LICEE NUMBER 312eO
I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1605 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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