HomeMy WebLinkAbout5901 13th StB
Legend
P.O.C.
P.C.P.
Point of Commencement
Permanent Control Point
®
Indicates Asphalt Pavement
P.R.N.
Permanent Reference Monument
T.O.B.
Top of Bank
P.Q.B.
Point of Beginning
T.O.S.
Toe of Slope
P.O.L.
Point on Line
Conc.
Concrete
F.I.R.
Found Iron Rod
Asph.
Asphalt
F.I.P.
Found Iroa Pipe
Mas.
Masonry
_
F.N.& D.
F.C.M.
Found Nail & Disc
Found Concrete Monument
Fr.
W.F.
Frame
Wire Fence
TAr .S.M. L�
iI G
Per legal 0=6ption w Plat (Ramded)
Wd.F_
Wood FenceCalculated
061
r/mk
CIF
Chain Link Fence
Field Measured
S.P.
Screen Porch
Proportioned Section Breakdown
CP
Carport
RAD.
Radius
OHL
Overhead Utility Line
Ch.L.
Chord Length
U.P.
Utility Pole
Ch.B.
Chord Bearing
E/P
Edge of Pavement
S'
S.I.R.
Set 1/2" Iron Rod Capped with
Identification "PSM 6061"
U/C
R/W
Utility Cylender
Right of Way /
S.N.& D.
Set Nail & Disc
"PSM
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SCALE: 1" = 30'
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31009 Pasco Road Phone: (352) 568-3680
John Walsh, Professional Surveyor & Mapper San Antonio, Florida 33576 Email: psm6061@gmail.com
Professional License number LS 6061 BOUNDARY SURVEY
Not valid without the signature and the original raised seal Client: Bobby E Hilton Jr.
of a Florida licensed surveyor and mapper. Work order number: W18-0501
Date of Survey: 5/5/2018
Additions or deletions to this survey. map or report by other than the Certified To: Bobby E. Hilton Jr.
signing party prohibited Without Written consent of the signing party.
John Walsh, P. S.M.
PAGE SECTION 11 5M FAGZ 2 POP SIGNAiU� & 5rAL
z OF 2 TOWNSHIP 26 S RANCE 21 E
PASCO COUNTY, FLORIDAI Florida Surveyor's Registration No. 6061
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ELI
REAR ELEVATION 1/411 = 11 011
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FRONT ELEVATION 1/411 _ 11 OII
60 LF VENT A RIDGE
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LEFT ELEVATION 1/411 _ 11 OII
RIGHT ELEVATION 1/411 = 11 011
WALL HEIGHT - s s' O"
TOP OF OPENINGS s & 8"
FINISH FLOOR - �O' O'.
�o
N
30' 8"
6X6 PT POST
TRIPLE 2XIO 02 PINE BEAM
HARDI WRAPPED
WITH ONE LAYER 1/2" PLY
WOOD FILLERS
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REAR PORCH
I'
11 * 50 PORCH SLAB 4" BELOW 44 00
I 2 O HOUSE FINISH FLOOR
I I - 45.60
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13'
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WATER
DRYER
WASHER
HEATER
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ATTIC STAIRS
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HANDLER INSTALLED IN
W
ATTIC AREA MUST COMPLY
WITH FBC 2011 MECHANICAL
Q
CODE 6TH ADDITION
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GARAGE
GARAGE SLAB 4" BELOW
HOUSE FINISH FLOOR
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PORCH SLAB 4" BELOW 6X6 PT POST I 1
HOUSE FINISH FLOOR HARDI WRAPPED
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. 30.52 11' 3" TRIPLE 2XIO 02 PINE BEAM c
APPROVED PRODUCT LIST R vJ�W 1/2" A301 ALL THREAD ROD LOCATIONS WITH 5/8"Xl" 1 411 31.69 WITH ONE LAYER 1/2" PLY sa-a
�EXPANSION (1/2"50LT SIZE) AT SLAB. USE 1/2" COUPLING WOOD FILLERS O
STATE OF FL. ul��" . i ? NUT TO SECURE ROD TO BOLT , OR DRILL 4" HOLE IN
PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL " PITY ��� ` "—(� SLAB AND USE SIMPSON STRUCTURAL ADHESIVE OR A
MY j,�` EQUAL EPDXY TO SECURE ROD IN HOLE. ROD TO 1Q S" I6 O 01
R' I7� EXTEND THROUGH TOP PLATE WITH I/2"X2"X2" SQUARE
STRUCTURAL COMPONET LCE4 SIMPSON FL 10446 �~����� WASHER AND NUT AT TOP. PLACE RODS AT EACH SIDE ^� Q
OF OPENINGS, CORNERS AND SPACED MAXIMUM &'0"
STRUCTURAL COMPONET AC6, ABU66 SIMPSON FL 10860 OC 30' 811 �5r�
STRUCTURAL COMPONET HIO SIMPSON FL 10456 90 ! (�„ " LIVING 1362
FL 10124.1 II 1 II 0'Y�1 l Il� WZp-AGE 3-10
ROOFING ASPHALT GAF SINGLES ALL LL WORK SHALL COMPLY WITH PREVAILING FLOOR PLAN
�AN 1 /4 — 1 0 � � /
ROOFING UNDERLAYMENT GAF FL 10626,1 ODES FLORIDA BUILDING CODE, ( FRONT
NATIONAL ELECTRIC CODE, ALL EXTERIOR WALLS ACT AS SHEAR WALLS l 1 2w e 100RCi""'i SO
SINGLE HUNG AND THE CITY OF ZEPHYRHILLS
WINDOWS NON IMPACT PLYGEM 1500 FL 16103,1 ORDINANCES REAR
ARKAY ENGINEERING INC/NEERR
PORCH �2
SOFFIT a FASCIA TRIM SOFFIT AMERICAN CONSTRUCTION METALS FL 1201S.1
STRUCTURAL
WALL SIDING EXTERIOR HARDI BOARD FL 13192.1 TOTAL 1904
LAP SIDING
EXTERIOR DOORS SINGLE SWINGING PLAST PRO FL 15221.1
RICHARD L. KIDEXTERIOR DOORS SINGLE SWINGING PLAST PRO FL 15221.6 FLORIDA LICEN,36 FIG
I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
EXTERIOR DOORS GARAGE 9'2" TO 16'2" CLOPAY FL 5684.3 WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION 1 OFARE IN COMPLIANCE WITH CHAPTER ib, SECTION 1609 OF THE
FLORIDA BUILDING CODE 201-1 6TH EDITION AND ASCE 1-10
FOR 13S MPH WIND ZONE RISK CATEGORY 11 AND THE ENTIRE 17791
2011 BUILDING CODE RESIDENTIAL 6TH EDITION ARKAY
1/2" CDX 1 >R in&" OSB ROOF SHEATHING
NAILED PER ROOF SHEATHING DETAIL
WITH SD 1, 41LS, USE STEEL PLYCLIPS
AND GAF JNDERLAYMENT AND GAF
SHINGLES RIDGE VENT AS SHOWN ON
ELEVATIO 48
SEE TRUSS LAYOUT
.00
2X4 WOOD SUB FASCIA WITH
ALUMINUM FASCIA, DRIP AND
SOFFIT
VINYL SINGLE
HUNG WINDOWS
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
ill
•5 VERTICAL RODS PLACED
AS SHOWN ON FOUNDATION
PLAN
ENGINEERED ROOF
TRUSSES 24" OC
MINIMUM R-30 INSULATION
IN ATTIC AREAS
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
SEE ROOF TRUSS PLAN
PRE-ENG. TRUSSES
1/2" CEILING TYPE
GYPSUM BOARD
STRIP PORCH CEILING WITH 1X4
02 SPRUCE * 24" OC AND INSTALL
BEADED VINYL CEILING
;
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;
;
SEE FLOOR PLAN
SIMPSON LCE4 AT ALL CORNER POST
AND Afro AND INTERMEDIATE POST TO
BEAM, FILL NAIL HOLES WITH IODX1 1/2"
NAILS
6X6 PT WOOD POST
R-13 INSULATION IN WALLS WITH
1/2" GYPSUM WALL BOARD
TYPICAL 4" CONCRETE SLAB WITH WIRE MESH
OR FIBER MESH AND fo MILL VISQUEEN OVER
CLEAN COMPACT TERMITE TREATED SOIL
BOTTOM OF FOUNDATION
MINIMUM 12" BELOW GRADE
SIMPSON ABUfob POST BASE WITH 5/8"X6"
EXPANSION BOLT IN SLAB AND FILL NAIL
HOLES WITH IODXI 1/2" NAILS
TYPICAL 8" X Iro" FOOTINGS WITH
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 :881ONAL STRUCTURAL
ENGINEERING COMPANY: HAS APPLIED "RATIONAL ANALYSIS" FOR T1 = 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 TN tU 31. PER 2011 FLORIDA
BUILDING CODE, RESIDENTIAL 6TH ADDITION - SECTION R301.2.1.1. AN[ 2011 FLORIDA BUILDING
CODE 6TH ADDITION SECTION I6O9
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
COMPONENT 4 CLADDING WIND LOADS
ALL OTHERCOMPONENT
BUILDING
ROc F OVERHANG
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
+35.3/-41.2
5
N/A
SOIL BEARING 4 COMPACTION:
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 r 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 SIT - SOILS ABILITY TO SUPPORT
THE BUILDING LOADS.
FOUNDATIONS 4 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 1 LOADING.
SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAT. ADEQUATELY
COMPACTED AND TERMITE POISONED SOIL.
CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A '11NIMUM 28 DAY
COMPRESSIVE STRENGTH OF 2,500 P.S.I.
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IT ACCORDANCE
WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINA' IM OF 25"
FOR 'S REBAR, 30" FOR 06 REBAR 4 35" FOR #1 REBAR.
PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 Cc JRSES (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 < ;eE 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 MARKf IRS SHALL BE EXPOSED AND
A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE R :QUIRED BUILDING SETBACKS.
GENERAL NOTES:
MASONRY WALLS:
CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90
AND SHALL HAVE A MINIMUM FIM OF 1,500 P.S.I.
MORTAR SHALL CONFORM TO ASTM C-210 AND SHALL BE EITHER TYPE M OR S.
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 •5 REBAR, 30" FOR 06 REBAR 4 35" FOR 01 REBAR.
GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
OF 3/8", PLACED AT AN 8 TO Il INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH
OF 2,500 P.S.I. (WHEN TESTED PER ASTM C-1019).
PROVIDE CLEAN -OUT OPENINGS (12 SQ. IN.) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN
THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT.
TIMBER MATERIALS:
ALL TIMBER MATERIALS SHALL BE AS FOLLOWS:
ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED
PRIOR TO REQUESTING THE FRAMING INSPECTION.
IF DESIRED, EQUIVALENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE
"USP" OR "SIMPSON" CONNECTORS SHOWN.
ALL LIMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED
MATERIALS
INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRIJCE OR BETTER WITH SINGLE 2 X 4 P.T.
PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUDS SPACED
MAXIMUM 24" OC. WALLS TO HAVE In" GYPSUM BOARD EACH SIDE, WITH WALLS AT
GARAGE TO HAVE MINIMUM R-II 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 ISSUED 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 CONSUMER SERVICES."
IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION,
A OV O NOT APPLY. A SIGN FIVE Y CONTRACT FROM THE ISSUE
8 E D PL SIGNED E YEAR
OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE
BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM
MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL.
INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
BACKFILLING 4 COMPACTION ARE COMPLETE
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 S01_ 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 SHALL 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
PORCH SLAB
6X(o PT POST 4 5EAM DETAIL
NOT TO SCALE
AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL 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
TRUSSES:
IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONALS REVISE THE
TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS ARKAY ENGINEERING, INC. IS
REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN
INTENT PRIOR TO COMMENCEMENT OF THE PROJECT.
EXTERIOR WINDOWS 4 DOOR ASSEMBLIES:
ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
101/152 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, PLUMBING 4 MECHANICAL:
IN ACCORDANCE WITH CHAPTER 411.003(2XI) 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 HEREO
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
EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT.
ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
"AFL" CIRCUIT.
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 60 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 WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE
FINISHED FLOOR OR WALKING SURFACE.
(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
CONDITIONS:
A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT.
B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.
C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR.
D) ONE OR MORE WALKING SURFACES WITHIN 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 LOCATION FOR THE PURPOSE OF GLAZING.
ATTIC ACCESS:
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.
WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC, IT SHALL BE INSTALLED IN ACCORDANCE
WITH THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION M1305.1.3
GARAGE:
NO OPENINGS SHALL BE PERMITTED FROM A GARAGE INTO A SLEEPING ROOM. OTHER OPENINGS
BETWEEN THE GARAGE AND RESIDENCE SHALL HAVE A DOOR (MIN. 1 3/8" THICK), OF SOLID WOOD,
SOLID OR HONEYCOMB CORE STEEL, OR 20-MINUTE FIRE -RATED WITH SELF CLOSING HINGES.
WALLS SEPARATING THE GARAGE AND RESIDENCE SHALL HAVE MIN. I/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
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05 VERTICAL RODS FROM FOOTINGS
BELOW TO TOP OF STEM WALL. PLACE
AT ALL CORNERS AND SPACED
MAXIMUM 4' 0" OC
30, 8"
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01
30' 8"
FOUNDATION 4 SANITARY PLAIN 1/411 = I, OBI
ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERSA
RICHARD L. /X)P.EFLORIDA
LICENBER 31294b
I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION I6O9 OF THE
FLORIDA BUILDING CODE 2011 6TH EDITION AND ASCE 1-10
FOR 13c3 MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE
2011 BUILDING CODE RESIDENTIAL 6TH EDITION
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TOTAL 1904
2OF4
ARKAY 17791
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STUD SPACING
L- BRACING
NO
L-BRACING
(1) 2 X 4
L BRACING
(2) 2 X 4
L BRACING
(2) 2 X 6
L BRACING
*1
0'-0"TO 4'5"
4'-S" TO 8'0"
810'1- 12101'
12'0" TO 16'0"
24
O-011 TO 4011
40 TO 10
i10 TO 100II
100 TO 140
NO ANGLE BRACING REQUIRED WHEN
GABLE IS NO MORE THAN 24" TALL IN
CENTER
BACKNAIL W/ (2) 160 NAILS
2 X 4 WEB BLOCKS NAILED IN BETWEEN
WEBS WITH (2) ISD NAILS EACH END WITH
(6) 160 NAILS AT EACH END NAIL TO 2XA
2X4 ANGLE BRACING AT 40" OC ALONG
GABLE END NAIL ENDS TO 2 X 4 BLOCKING
WEB BLOCKING WITH (2) 160 TOE NAILS
NOTE: NO L BRACING REQUIRED WHEN
PEAK OF GABLE 16 4'0" OR LESS
"L" BRACING TO EXTEND AT LEAST W 96
45 DEGREE& OF WEB LENGTH ( SEE TABLE ABOVE )
MAXIMUM
STEP DOWN GABLE TRUSS WITH ONE LAYER
1/2" CDX SHEATHING OR 1/16" 065 NAILED
WITH SO COMMON NAILS 4" OC
SIMPSON LOTA24 OR EQUAL
AT 2'0" OC ( TYP)
WOOD BEAM OR
WALL BELOW
1/2" EXTERIOR I
CEILING BOARD 2 X 4 NAILER ATTACHED TO BOTTOM
CORD OF GABLE TRUSS AND COMMON
TRUSS WITH 2 EACH I2D COMMON NAILS
AT EACH UPRIGHT MEMBER ON GABLE
51-011
rf
= -E
2x4 GROSS —BRACING 6 RIDGE ' 7
1 20'-0" MAX
SEE TRUSS SYSTEM ENGINEERING I )RAWINGS FOR ANY ADDITIONAL
BRACING OR CROSS BRACING RE QUIREMENTS
REQ. MINIMUM TRUSS BRACING
GABLE END BRACING DETAIL
NOT TO SCALE
ROOF EDGE
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8d RING SHANK NAILS AT roll O.C. INTERMEDIATE
ZONES ZO �3 ad RING SHANK NAILS AT roll O.G., 4" O.G. AT
ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL
NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED
AND OCCUR OVER A FRAMING MEMBER.
ROOF SHEATHING NAILING
NOT TO SCALE
TOP/BOTTOM CHORD GABLE
END BRACING: 0 4811 O.C. MAX
FOR THE FIRST 4 ROWS OF
TRUSSES (MIN 2X4 )
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PLACE ROOF CEMENT COATING AT ROOF DECKS o 0
EDGES OF FLASHING AND ALL LAPS. NAIL FLASHING o� °
WITH 1 1/2" ROOF NAILS 12" OC
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OR STEP FLASHING, SEE NOTE ABOVE
ROOF DECK AT SIDE WALLS
TYPICAL ROOF FLASHING DETAIL
NOT TO SCALE
a
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14' 411 Iro' 4"
6X6 PT POST
HARDI WRAPPED
GABLE END TRUSS
------—-—----------
--———————-———--------——-------—--—-------
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GABLE END TRUSS
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14' 811
301 811
ROOF TRUSS PLAN 1/4 11 _ 11 o l l
ARKAY ENGINEERING 14
USE (1) SIMPSON HIO CLIP AT ALL TRUSSES STRUCTURAL ENGINEERS
TO WOOD WALLS AND BEAMS, FILL NAIL /
HOLES WITH IODXI 1/2" NAILS
RICHARD L. KIDD P.E.
FLORIDA LIC 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 13S MPH WIND ZONE RISK CATEGORY 11 AND THE ENTIRE
2011 BUILDING CODE RESIDENTIAL 6TH EDITION
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GARAGE
3'10
FRONT
PORCH
80
REAR
PORCH
12
TOTAL 11B04
PG
3OF4
ARKAY 17791
-------------------
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AIR , >NDLER INSTALLED IN
ATTIC AREA MUST COMPLY
WITH 3C 201l MECHANICAL
COD' 6TH ADDITION
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HYAC PLAN 1/411 = 11 o11
GENERAL LOADS
TYPE OF LOAD
LIGHTING LOAD 1904 SQ 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 TOTAL 3000 VA
LIGHTING, SMALL APPLIANCE
LAUNDRY REMAINING 1212 VA X 35 9b 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 29525 VA
CONVERT VA TO AMPS
29525 DIVIDED BY 240 VOLTS - 124 AMPS
ELECTRICAL LEGEND
220 v
G.F.I.
110 V
GROUND FAULT
RECEPTACLE
CEILING FAN
SWITCH
®
IIOV 50 CFM'S
110 v
BATH FAN
CEILING
WP
110 V
SMOKE
FAN W/ LIGHT
WATERPROOF
DETECTOR
OUTLET
O RECESS CAN LIGHT
IIOV LIGHT
OC
CARBON
MONOXIDE
CAN BE CEILING
UNIT
ELECTRICAL PANEL
OR WALL (TYP)
G.D.O. �
FLUORESCENT WALL SCONCE G.D.D
FIXTURE `I-{' G-b-15"
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' 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 "Am" 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
METER SOCKET
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 THWN CU FEEDERS
CONCRETE ENCASED "UFER"
ELECTRODE REQUIRED PER
CURRENT N.E.G. AND MUST
BE INSPECTED PRIOR TO
CONCRETE PLACEMENT
ELECTRICAL PLAN 11411 - 11 oil
ARKAY ENGINEERING
STRUCTURAL ENGINEE
16
�> tJ RIGHARD L. KIDD P.E.
FLORIDA LIGEN 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 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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LIVING
1382
GARAGE
310
FRONT
PORCH
80
REAR
PORCH
12
TOTAL 1904
PG
4OF4
ARKAY 17791