SEASPRAY 501 LEGEND
PHONE •r-1 /
V TELEPHONE OUTLET
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C.A.T.V. OUTLET — — — — — a;
$ SINGLE POLE LIGHT SWITCH
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IF -1 I /, / CEILING LIGHT I 0
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WALL SCONCE LIGHT I Q
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SMOKE DETECTOR
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WALL OUTLET
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outlet in ceiling 220 VOLT OUTLET
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I S Q0 EXHAUST FAN I — -
1 Floor Plug r ,
Located By Owner EXHAUST FAN W/ LIGHT •b
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2' X 4' SURFACE MOUNTED
/ S.D. FLUORESCENT LIGHT FIXTURE71
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SEE OWNER FOR ADDITIONAL
I ELECTRICAL DETAILS NOTE • I Q'
I outlet in ceiling
P 1 . PROVIDE AFCI 'S (ARCH-FAULT O
W CIRCUIT INTERRUPTERS IN ALL DWELLING -
\ a UNIT BEDROOMS PER NEC ARTICLE 210-12) I I NOTES - ROOF TRUSSES .
\\ 2 . ALL SMOKE DETECTORS ARE TO BE I
HARDWIRED AND INTERCONNECTED. L= I * ROOF TRUSSES TO BE DESIGNED
BY TRUSS COMPANY
I I I SEE TRUSS DETAILS FOR ALL
INFORMATION ON TRUSSES
i
PROVIDE ATTIC AREA IN GARAGE
- 90TRUSSES AS SHOWN
NEW ELECTRICAL PLAN ° NEW ROOF PLAN
SCALE: 1/4" = P-0" SCALE: 1/4" = 1'-0"
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I I MONOLYTHIC SLAB I I
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Located By Owner
Work Shop o b
456 SF
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FIN.FLOOR
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ELEV.-MIN.0'-8"ABOVE GRADE I +I
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SEE STRUCTURAL DETAILS FOR: N
* CONCRETE SLAB INFO.,
* w/REINFORCING (OR FIBER MESH) INFO., \
* OVER VAPOR BARRIER INFO.,
* ON TERMITE TREATED, CLEAN, COMPACTED FILL INFO.,
ao - \ Drawings By:
David Willis
CAD Drafting
NOTE :
1031 N. 21st Street
ax Beach, FL 32250
� 4 -5' I 4 -5„ 5'-2” I 4'-5" (904) 249-4040
4 -5' / 5 -2 f / 1 . A FOUNDATION SURVEY SHALL BE PREFORMED AND A / / f
f 14'-0" j COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE j 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 STRUCTURE HAS BEEN DESIGNED AS A PARTIALLY NEW FLOOR PLAN 06/14/04
SCALE: 1/4" - F-0" OPENED STRUCTURE IN ACCORDANCE WITH THE FLORIDA
— SCALE: 1/4" = 1'-0" Sheet #:
BUILDING CODE SECTION 1606. A 1
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AREA OF ADDITION AREA OF ADDITION Q
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EXISTING
_ FRONT PORCE 01
BEYOND
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- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
NEW LEFT ELEVATION NEW RIGHT ELEVATION
SCALE: 1/4 — 1 -0 SCALE: 1/4 — 1 -0
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AREA OF ADDITION
EXISTING
2eSa 2e8e 2e8e 2s5o ��I
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NEW FRONT ELEVATION
SCALE: 1/8" = 1'-0" i
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AREA OF ADDITION AREA OF ADDITION ��
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LAP LAP
SIDING SIDING
EXISTING/
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Drawings By:
— David Willis
2s5o 2868 2868 2650 CAD Drafting
1031 N. 21st Street
ax Beach, FL 32250
904 249-4040
Job #:
NEW REAR ELEVATION NEW FRONT ELEVATION 212
Date:
SCALE: 1/4" = F-0" SCALE: 1/4" = 1'-0"
06/14/04
Sheet #:
A2
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03
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30 LB FIBERGLASS ARCHITECTURAL p v
SHINGLES OVER 15 LB FELT
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1/2" CDX PLYWOOD ROOF SHEATHING r--�
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
�6 ROOF TRUSSES @ 24" OC
� HURRICANE STRAP PER UPLIFT
CONNECTOR SCHEDULE
1 -4 '
j 6" EAVE METAL
5/8" DRYWALL CIELING 2x6 SUB FASCIA
R-30 INSULATION VINYL SOFFIT '
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THREADED—ROD TIE—DOWN SYSTEM
(SEE STRUCTURAL DETAILS)--
S TU C C 0
ETAILS)- STUCCO p
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>4'<6 PANEL SPAN>6<81 (SEE STRUCTURAL DETAILS) — (SEE STRUCTURAL DETAILS)
2'/:#6 Wood Screw 3 16" 16" 12" 9"
2'/2#8 Wood Screw 3 16" 16" 16" 12"
Double-Headed Nails 4 12" 6" 4" 3"
WOOD BASEBOARD 'r'4
Notes:
1.This table is based on a maximum wind speed of 130 mph(58 m/s)and mean roof height of 33 feet(10 m) MONOLITHIC FOUNDATI0N, ON GRADE,
of less. w/WWM 6x6, OR "FIBER MESH ADDATIVE,' .2x4 P.T. SHOE w/ SEAL SILL p
2.Fasteners shall be installed at opposing ends of the wood structural panel. OVER 6 MIL. VAPOR BARRIER BETWEEN SLAB AND SHOE Lz•r
3.Where screws are attached to masonry/stucco,they shall be attached using vibration-resistant anchors i
having aminimum withdrawal capacity of4901b(2180kN). ON COMPACTED, TERMITE TREATED FILL Z
(SEE STRUCTURAL DETAILS)
4.Nails shall be l Od common or 12d double-headed nails. \ �/
1606.1.4 Protection of openings. In windbome debris regions,exterior glazing that receives positive ` ° ° . '
pressure in the lower 60 feet(18.3 m)in buildings shall be assumed to be openings unless such glazing is \\ \ \\ \\ \� \\ \\
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: \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ w °: v O
// / // // // // // // // � ..
1.Glazed openings located within 30 feet(9.1m)of grade shall meet the requirements of the Large Missile \/ \ \ \ \ \ \ O w
Test. //\//\//\//\//\//\//\// //\//\//\//\//\//\//\//\//\//\//\// !-rl
2.Glazed openings located more than 30 feet 9.1m above a shall meet the provisions of the Small /\/\/\/\/\/\/\/ /\/\/\/\/\/ �
Missile Test. /\\/\\/\\
/ // // /
Exceptions: Wood structural panels with a minimum thickness of 7/16 inch(11.1mm)and maximum panel //\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\�//\
span of 8 feet(2438 mm)shall be permitted for openings protection in one-and two-story buildings. Panels ;\ \\ \\ \ \ \ \\ \ \ \ \\��\r�\ \\ \\ \\%\ \\�\x-,
shall be precut to cover the glazed openings with attachment hardware provided. Attachments shall be \\/\\/\\/\\/\\/\\/\\/\\/\\/\��\\/\\/\\/\\/\\/\\/\\/\\/�\\/�\\/�\\/�\\/�\\/�\\/�\\�/
designed to resist the components and cladding loads determined in accordance with Table 1606.2B. L
Attachment in accordance with Table 1606.1.4 is permitted for buildings with mean roof height of 33 feet
(10m)it 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:
C!''AT F• 1/a" - V-011 06 /24/04