Ocean Forest Drive West 2263 (3) 2x8 SYP #2 RAPTERS 0 2411 O.C.
41-011 261-011
41-011 26'-011
of 51-511 11-A 1/ p 61-5 1/21, oo 61-411
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41-011 O.C. SLAB W/ 3-#5 EA WAY < CNI 1�1/ 41-411 :�-\41i �/fgl 11:!� 1 11 0 0
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X' x SHLF W/ BASE
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W/ #4 BAR x l'-611 0 2411 O.C. ff PDXIED KINGPOST
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x EXIST TO REMAIN
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HEADER AT NEW ILI
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x BATH x
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(WOOD FLR)
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1/2 WALL AT
FOUNDATION PLAN ROOF FRAMING PLAN HALL WALLS
x x
1/411 11-011 1/411 = 11-011 [ILI TO EXIST Uj
HALL
INSTALL 2x6 SYP #2 COLLAR TIES APPROX 1/3 HT DOWN FROM EXIST LTS
RIDGE! BEAM ABOVE. FASTEN W/ 8-12d COMMON NAILS EACH END, BRM1
UPLIFT CONNECTION HARDWARE (BY SEMCO)
1. RAFTER TO BEARING WALL 1-HDP2X W/ 10-10d
2. RAFTER TO RIDGE BE!AM 1-RTPGA824 TWISTED
3. RIDGE BEAM TO KINGPOST 1-RTPOA824 TWISTED
4. KINGPOST TO FOUNDATION 1-SGP2 W/ 1/211 DIA. A.B. W/ 611 EMBED IN NEW
P'TING OR 1/211 DIA, 811 THREADED ROD DRILLED FLOOR PLAN 652 SF ADDED
611 & EXPDXIED INTO EXISTING FOUNDATION 1/411 = 11-011
5. FASTEN OVERFRAMffD 2x8 RAFTERS TO P.T. 2x6 SYP #2 ROOF
LEDGER W/ 1 PC SEMCO HCPLR W/ 8-8d.
6. FASTEN ROOF LEDGER TO EXISTING RAFTERS W/ 2 PCS #12x3-3/411 AlPtPROVED
ROOFGRIP SCREWS W/ 111 DIA. WASHER AT EACH INTERSECTION. LEGEND CITY -OF ATLANTIC BEACH
7. FASTEN OVERFRAMED 2x8 RAFTER TO 2x1O RIDGE! BEAM W/ 1 PC ISUI,LDINO OFFICE:
SEMCO FAP18 W/ 10-10d X 1-1/211 NAILS. -- ---- ::EXIST, WALL TO BE REMOVED
NEW BRICK VENEER UL 3 0 1999
)_D ELECTRICAL FIXTURE LEGEND:
$ TOGGLE SWITCH
t DIMMER SWITCH SHEARWALL W/ 1/211 CDX PLYWD SHEATHINGi
DUPLEX RECEPTACLE ON 2X6 SPF #2 STUDS 0 1611 O,C. SECURE W/
DUPLEX REC. ABOVE! COUNTER (4411 A.F.F.) 8d COMMON WIRE NAILS @ 311 O�C, AT EDGES
DUP. REG, - WEATHERPROOF= & 611 O.C. IN FIELD. INSTALL SPF #2 BLOCKING
AT ALL HORIZONTAL JOINTS. INSTALL 1 SEMCO
220V. OUTLET/JUNCTION BOX 6
SGP3 W/ 5/811x1211 ANCHOR BOLT & W/ 24-16d NAILS
110 V. JUNCTION BOX It w-
TO STUDS AT EACH END OF SHEARWALL SEGMENT fp 4V lb
TELEPHONE OUTLET TO CONC FOUNDATION BELOW.
SMOKE DETECTOR
CABLE TV OUTLE!T NUMBER OF FULL HEIGHT 2X6 STUDS TO USE
AT EACH SIDE OF HEADER. USE 2 MIN
TYPICALLY UNLESS NOTED OTHERWISE.
A PENDANT CEILING LT. FIXTURE NOTES:
B WALL MTD. LT. FIXTURE
0 RECESSED CEILING LT. FIXTURE 1, VERIFY ALL DIMENSIONS,
D DOUBLE FLOOD LIGHTS MTD. UNDER SOFFIT
RECEIV E! EXHAUST PAN/LIGHT COMBO, - $ SEPARATELY 2, ALL DIMENSIONS ARE TO FACE! OF BLOCK, FACE OF PLYWD.
F 5211 CEILING PAN jW1 LIGHT KIT WHERE2 2 $15) SHEATHING, OR CENTERLINE OF INTERIOR PARTITION UNLESS
1 26 1999 OTHERWISE INDICATED.
"M
% G EXHAUST PAN 3, ALL EXTERIOR WINDOWS TO MATCH EXISTING & MEET
C ty of Atlantic Beach J FLUORCSCENT - SURFACE! MTD 110 MPH WIND SPEED COASTAL CODE REQUIREMENTS.
i K VANITY FIXTURE 4. DESIGN MEETS WIND LOAD REQUIREMENTS OF THE STANDARD
Building and Zoning L 2411 UNDERCOUNTER LIGHT BUILDING CODE, CHAPTER 16, FOR 110 MPH WINDS.
R CEILING FIXTURE - SURFACE MTD.
5. ALL TIMBER FOR BEAMS, JOISTS, & COLUMNS SHALL BE SYP 'NA-
#2 (SPIB) OR APPROVED EQUAL. STUDS CAN BE SPP #2.
SWITCH ONLY LOWE!R HALF OF DUPLE!X ALL TIMBER SHALL HAVE MAXIMUM MOISTURE CONTENT 0 F 19 X. Q
OUTLETS WHICH ARE SHOWN AS SWITCHED.
PROVIDE GPI CIRCUITS AT ALL OUTLETS AT
WET OR DAMP AREAS, PHARR RESIDENCE ADDITION
TYPE R FIXTURES WITHOUT SWITCHING 2263 OCEANFOREST DRIVE WEST
INDICATE!D SHALL HAVE! AUTOMATIC DOOR
$ (LIGHT ON WHEN DOOR OPEN) ATLANTIC 5EACH, FLORIDA
HAVE OWNER WALK-THRU AFTER LOCATIONS OF
SWITCHES, OUTLETS, ETC HAVE BEEN MARKED
FOR OWNER APPROVAL OF LOCATIONS PRIOR TO Fisher & Simmons Architects, Inc.
WIRING & GYP BD INSTALLATION. 1510B Second Street South Jacksonville Beach, Florida
COORDINATE W/ SECURITY SUBCONTRACTOR FOR Comm 9907 TS JWTS d,t. 6/30/99 1
EXTENSION OF OWNER PROVIDED SECURITY SYSTEM,
z
0
PLANS
Al
-.011 A I I I I I I
-ALIGN NEW ROOF W/
I I I L I I I
EXIST ROOF
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12 12
I t I I I
8 8 1 [JAI I
'%j I T I I I I I I
T_j - _7__ _ .e I I I I I I � EXIST ROOF
FIBE RG LASS SHINGLE ROOFING
I I L T-- MATCHING EXIST
L
1 1 -A I I I I I I I I I I I I I I I
..00l I I t —I-- r 2 SEMCO RTPOA824 STRAPS I I I An I I I I I I I I I I I I I I EXIST BRICK VENEER
J 7-
iN I L_ EACH SIDE TYP
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f 1 17 MA-1 1 15a
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FASCIA ALIGNED W1 & W
MATCHING EXIST
co
BRICK VENEER ALIGNED
t ttut=
W/ & MATCHING EXIST . .............
LIULU11=1 0—y-,--I— L
EXIST GRADE
\2 SEMCO RTPGA824 STRAPS SFMCO RTPOAS24 STRAP ADDITION EXISTING \NEW WINDOW IN \EXISTWINDOW
EACH SIDE TYP� EACH SIDE! TYP EXIST WALL,
BRICK SILLS MATCHING EXIST
EAST ELEVATION NORTH ff- LEVATION
1/4" 11-01) 1/411 V-01'
NAIL 1/2" CDX PLYWD ROOF SHEATHING
SEMCO RS150 ST RAP W/ 8d NAILS @ 6" O.C. AT ALL EDGES
12 0 3211 O.C. TYP 12
18 j:�]8 0 611 O.C. I FIELD
FASTEN CEILING JOIST TO
EXIST ROOF FIBERGLASS SHINGLE! NAIL ALL PLYWD WALL SHEATHING RAFTER W/8-12d COMMON
ROOFING MATCHING W/ 8d NAILS @ 311 O.C. AT ALL EDGES
EXIST @ 611 O.C. IN FIELD NAILS EACH END
EXIST BRICK VENE�ER . I .
PIBERGLASS SHINGLES MATCHING EXIS
OVER LAPPED 30# FELTS ON 1/2" CDX
PLATE TO RAFTER TIE AT
FASCIA ALIGNED W/ & RAFTERS 0 24" O.C. EACH RAFTER E!Q TO 2 SEMCO
88.261 S pz' MATCHING E!XIST HCPLR W/ 8-8d NAILS OR 1
.. . . .. STUD TO PLATE TIE 0 EACH SEMCO HDP2X W/10-10d NAILS
F ' 7- STUD EQ TO SEMCO TPP6 a
W/ 8-8d NAILS R-30 F"GLASS, INSUL,
CONT. W/ BAFFLES
BRICK VENCER ALIGNED ALUM E!AVE! DRIP
25' UTILITY EASEMENT W/ & MATCHING EXIST OVER P,T.lx4 ON GYP BD ON 2x8 BYP #2
-ILING JOISTS 0 2411 O.C.
rp EXIST GRADE 1x8 FASCIA - MATCH C E
_j -1�. / I — P
U -4 EXIST GYP BD
x
F PLWD SOFFIT W/
1-011
7� DIAMOND SCREENED __7 R,O. HT. SIWINDOWS/
EXISTING ADDITION VENTS - MATCH EXIST MATCH
2 5/811 CROWN ON 1x6 EXIST DBLE 2x10 SYP #2 HEADER z
U. N. o.
ONE STORY TRIM - MATCH EXIST
>1 U) _j
or ADDITION I= 6-11 4
SOUTH ELEVATION WINDOW x
I Uj
EXIST LEANING 1/411 11-011 0
ROWLOCK BILL BRICK COURSE R-19 F'GLASS, BATTS CONT
16'10 TReE TO BE . .0
REMOVED on OVER THRU-WALL FLASH'G
W/ WEEPS 0 24" O.C. 1/2" GYP 5D IL
1z BRICK VENEER W/ GALV TIES P.T. 2x6 PLATE W/ w
0 1611 O.C, EA WAY OVER 1/211 ANC. BOLTS 0 2411 >
Uj 17.41 O.C. - (811 EMBED MIN)
HOUSE WRAP ON 1/2" CDX
=j' SETBAC EXISTING W/ 2"x211x1/8" WASHERS
C PLYWD SHTHG ON 2XG SPF #2
01 SCREENED J
a) ENCLOSURE STUDS 0 1611 O.C. (SEE NOTE) NEW 411 CONC. SLAB 00
nj .81 SeMCO TPP6 PLATE ANCHOR SEE FOUNDATION PLAN
0 .
C41 Ex T W/ 8-8d NAILS AT EA STUD
00 N
ETBACK EXCE!PT AT HOLD DOWNS AT
SHEAR WALLS - SEE PLAN
_#5 CONT. 0
k GRADE - SLOPE FROM
11, 81' CMU W/ FILLED CELLS & #5 CA
BLDG. V�ERT W/ HOOK T&B 0 4811 O.C.
EXISTING THRU-WALL FLASH'G W/ Q!� 0-
ONE STORY UK
WEEPS 0 24" O.C. - FILL _3 T_
RESIDENCE 0.
VOID BELOW W/ GROUT
EXIST 20" x 10" CONC. FTG. W/ 2-#5
C> 11 DRIVE! CONT
T _'�� TYPICAL WALL SECTION
BET15ACK in
Off
Uj 2 1/211 11
EXIST U)
A E IST
� SETB�CK Q0
C6 (n ALK 4-
In x U x
101xiol JEA
EASEMENT
�7 611 11.59', EH;2001
.9a7,67' PHARR RESIDENCE ADDITION
2263 OCEANFOREST DRIVE WEST
ATLANTIC BEACH, FLORIDA
Fisher & Simmons Architects, Inc.
OCEANFOREST DRIVf�_ WEST
to
1510B Second Street South Jacksonville Beach, Florida
LOT 2 OCEANWALK UNIT 3
AS RECORDED IN PLAT BOOK
42 PAGE!S 74-74C OF THE 9907 1,, TS _.__ 1ghkd JWTS idate 6/30/99 2_ 2
PUBLIC RECORDS OF DUVAL z fish.
SITE PLAN ELEVATIONS
T
Lj
R A NP
El
E 84'
111 201-011 COUNTY, FLORIDA.
lu A2
SECTION & SITE PLAN