501 Seaspray Avenue .4
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30 LB FIBERGLASS ARCHITECTURAL
SHINGLES OVER 15 LB FELT
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1/2" CDX PLYWOOD ROOF SHEATHING
FASTEN w/ 8d COMMON WIRE NAILS
@ 6" OC EDGE AND FIELD. DECREASE
TO 4" OC WITHIN 4'-0" OF EDGE OF ROOF.
12
PRE—ENGINEERED WOOD
ROOF TRUSSES @ 24" OC
HURRICANE STRAP PER UPLIFT
CONNECTOR SCHEDULE
1 4
6" EAVE METAL
5/8" DRYWALL CIELING �___ 2x6 SUB FASCIA
R-30 INSULATION VINYL SOFFIT
0
THREADED—ROD TIE—DOWN SYSTEM
(SEE STRUCTURAL DETAILS)--
S TU C C 0 0
PROTECTION OF OPENINGS USING WOOD STRUCTURAL PANELS 1/2" GYPSUM—BOARD
(TYP.)
•Min. thickness of plywood panels is 7/16 inch 1/2 WALL SHEATHING
•Max panel span is 8 feet ___--_�(SEE STRUCTURAL DETAILS)
•Panels must be precut to cover window
Attachment hardware provided(fasten per table 1604.1.4) R-11 BATT INSULATION
Label panel with location, ex. North wall-bathroom window TYPICAL ALL EXTERIOR WALLS
Inspection required to verify above items have been complied with
TABLE 1606.1.4
WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE
FOR WOOD STRUCTURAL PANELS
IZ
FASTENING TYPE FASTENER SPACING(IN.) 1,2 THREADED—ROD TIE—DOWN SYSTEM
2x4 STUDS @ 16" O.C.
PANEL SPAN<2' PANEL SPAN>21<41 PANEL SPAN>41<6 PANEL SPAN>6<81 (SEE STRUCTURAL DETAILS) (SEE STRUCTURAL DETAILS)
2 1/.#6 Wood Screw 3 16" 16" 12" 91,
2 1/2#8 Wood Screw 3 1691 16" 16" 12"
Double-Headed Nails 4 12" 6" 4" 3"
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WOOD BASEBOARD
Notes:
1.This table is based on a maximum wind speed of 130 mph(58 m/s)and mean roofheight of`33 feet(10 m) MONOLITHIC FOUNDATION, ON GRADE
of less. w/WWM 6x6, OR "FIBER MESH ADDATIVE,' 2x4 P.T. SHOE w/ SEAL SILL
2.Fasteners shall be installed at opposing ends of the wood structural panel.
3.Where screws are attached to masonry/stucco,they shall be attached using vibration-resistant anchors OVER 6 MIL. VAPOR BARRIER BETWEEN SLAB AND SHOE
ON COMPACTED, TERMITE TREATED FILL
having a minimum withdrawal capacity of 490 lb(2180 kN). (SEE STRUCTURAL DETAILS)
4.Nails shall be I Od common or 12d double-headed nails.
1606.1.4 Protection of openings. In windbome debris regions,exterior glazing that receives positive .-V
eet(18.3 m)in buildings shall be assumed to be openings unless such glazing is
pressure in the lower 60 f Y\
impact resistant or protected with an impact resistant covering meeting the requirements of SSTD 12,ASTM
E 1886 and ASTM E 1996,or Miami-Dade PA 201,202 and 203 referenced therein as follows:
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1.Glazed openings located within 30 feet(9.1 m)of grade shall meet the requirements of the Large Missile
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Test. 1>y,
2.Glazed openings located more than 30 feet(9.1m)above grade shall meet the provisions of the Small
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Missile Test.
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Exceptions- Wood structural panels with a minimum thickness of 7/16 inch(11.1 mm)and maximum panel 77 77S
span of 8 feet(2438 mm)shall be permitted for openings protection in one-and two-story buildings. Panels I
n" x-,
shall be precut to cover the glazed openings with attachment hardware provided. Attachments shaL1 be
designed to resist the components and cladding loads determined in accordance with Table 1606.2B.
Attachment in accordance with Table 1606.1.4 is permitted for buildings with mean roof height of 33 feet
(10m)ir less where wind speeds do not exceed 130 mph(58 m/s).
Drawings By:
David Willis
CAD Drafting
1031 N. 21st Street
Tax Beach, FL 32250
(904) 249-4040
Job #:
212
TYPICAL SECTION Date:
4Z('AT 'P- 1/,d" V-011 06 /24/04
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+- - - - - - - - - - - - - - - - - - - - - - - -
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SCALE: 1/4" V-0" SCALE: 1/4" 1'-0"
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Dmwings By:
David Willis
L �5O 2868 2868 2650 CAD Drafting
1031 N. 21st Street
Jax Beach, FL 32250
(904) 249-4040
Job #:
NEW REAR ELEVATION NEW FRONT ELEVATION 212
Date:
SCALE: 1/4" F-O" SCALE: 1/4" V-0" 06/14/04
Sheet #:
A 2
LEGEND
PHONE
V TELEPHONE OUTLET
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C.A.T.V. OUTLET
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SINGLE POLE LIGHT SWITCH
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11 1 SWITCH w/ DIMMER CN
3 WAY SWITCH
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F -1 CEILING LIGHT 0
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WALL SCONCE LIGHT G
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+ RECESSED CAN LIGHT
SMOKE DETECTOR
0
S.D.
WALL OUTLET
GFI OUTLET >
outlet in ceiling Gh
220 VOLT OUTLET
P 220V
S Q0 EXHAUST FAN
Floor Plug 5 0
Located By Owner EXHAUST FAN W/ LIGHT
2' X 4' SURFACE MOUNTED
S.D. FLUORESCENT LIGHT FIXTURE
71
SEE OWNER FOR ADDITIONAL
ELECTRICAL DETAILS NOTE :
outlet in ceiling
P 1 PROVIDE AFCI 'S (ARCH-FAULT
CIRCUIT INTERRUPTERS IN ALL DWELLING
ZD�
0 UNIT BEDROOMS PER NEC ARTICLE 210-12)
2 . ALL SMOKE DETECTORS ARE TO BE NOTES ROOF TRUSSES :
HARDWIRED AND INTERCONNECTED. L= ROOF TRUSSES TO BE DESIGNED
BY TRUSS COMPANY
Al—I SEE TRUSS DETAILS FOR ALL
INFORMATION ON TRUSSES
PROVIDE ATTIC AREA IN GARAGE
0
90 TRUSSES AS SHOWN
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NEW ELECTRICAL PLAN NEW ROOF PLAN
SCALE: 1/4" P-O" SCALE: 1/4" V-011 4-A
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rr- 10" 7'-2"
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CN CN
MONOLYTHIC SLAB
(SEE STRUCTURAL DETAILS)
0
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C14 Floor Plug 04 P"
4-a
Located By Owner
Work Shop
:3
456 SF
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J* FIN.FLOOR
'4V ELEV. MIN.0'-8"ABOVE GRADE
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SEE STRUCTURAL DETAILS FOR: V)
* CONCRETE SLAB INFO.,
* W/REINFORCING (OR FIBER MESH) INFO.,
* OVER VAPOR BARRIER INFO.,
Al— * ON TERMITE TREATED, CLEAN, COMPACTED FILL INFO.,
Dmwings By:
David Willis
00
CAD Drafting
NOTE :
1031 N. 21st Street
Jax Beach, FL 32250
4'-5" 5'. 4'-5" 4. 5" 5'-2" 4'-5" (904) 249-4040
1 . A FOUNDATION SURVEY SHALL BE PREFORMED AND A J"
14'-0" COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE 14'-0"
BUILDING INSPECTOR' S USE, OR ALL PROPERTY MARKERS Job #:
SHALL BE EXPOSED AND A STRING STRECHED FROM MARKER 212
TO MARKER TO VERIFY REQUIRED SETBACKS. Date:
NEW FOUNDATION PLAN 2 . THIS ST.RUCTURE HAS BEEN DESIGNED AS A PARTIALLY NEW FLOOR PLAN 06/14/04
SCALE: 1/4" F-011 OPENED STRUCTURE IN ACCORDANCE WITH THE FLORIDA SCALE: 1/4" F-0" Sheet #:
BUILDING CODE SECTION 1606.
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INDEX OF D-R-A-WINGS :
ARCHITECTURAL PAGES : 0
u
C 1 TITLE PG (THIS PG)
C1 SITE PLAN ( THIS PG)
Al FOUNDATION PLAN
Al EXISTING FLor, -.-� PLAN
Al NEW FLOOR PLT.N M
Al NEW ELECTRICAL PLAN
Al NEW ROOF PLAN
A2 ELEVATIONS
rc� 9 C,
D1 TYPICAL SECTION
STRUCTURAL PAGES : (ATTACHED)
4-4
S1
S2
S3 kn
S4
01
LOT 257 LOT 269
0
C-4 APPLICABLE CODES :
FLORIDA BUILDING CODE - 2001
FLORIDA FIRE PREVENTION CODE - 2001
100 . 01 NATIONAL ELECTRICAL CODE - 1999
TYPE OF CONSTRUCTION : VI
OCCUPANCY CLASS : GROUP R -3 RESIDENTIAL
Ln
BUILDING HEIGHT : NOT TO EXCEED 351 -011
L 0
0
NEW ADDITION 0
C; C�
U-) SQUARE FOOTAGE INFORMATION
<
3: 01 EXISTING HOUSE :
Li
0 EXISTING HOUSE 11306
NEW :
ROOM ADDITION 456
LO U)
LOT 258 CONC. DRIVEWAY LOT 270 SPECKMAN RESIDENCE
501 SEASPRAY AVE. NEW TOTAL UNDER ROOF 11762
ATLANTIC BCH,FL 32233
100 . 01 FENCE NOT SH OWN
SITE AREAS :
DRIVE WAYS AND WALKS 242
TOTAL AREA OF COVERAGE 2rOO4
APPROV90
LOT SIZE 51000 CITY OF ATLANTIC BEACH
SU160NO OfffeIGM
N10V 00" 2904
SEA SPRAY AVENUE PRECENT OF COVERAGE 40% .0
(50 ' R/W)
R E 1-7, E I V E-- D 0
C I i Y0 F A7 LA��T I HACH
OCT 2 1 2004
144p
SY:
Drawings By:
David Willis
CAD Drafting
ROOM ADDITION FOR. 1031 N. 21st Street
Jax Beach, FL 32250
(904) 249-4040
The SPECKMAN FAMILY Job #:
212
SITE PLAN Date:
501 SEASPRAY "Em CORONA RD 06/14/04
SCALE: 1/10" F-O" ATLANTIC BEACH , FL Sheet #:
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