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L41 ACCORDING TO PLAT RECORDEC
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1 201-011 Or THE CURReNTReCORDS OF
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lu x EXIST GARAGE OUTLETS VWV CH ARE SHOWN AS SWITCHED.
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OCI g 2001 (LIGHT 0 WHEN DOOR OPEI BUILDING OFFICIE
RELOCATE HAVE OWNE WALK-THRU AF R CATIONS OF
T
5LE 3060 City of Atlantic Beach
SWITCHES, TLETS, ETC HAV EN MARKED 6
2 WOOD BuIlding and Zoning FOR OWNER PPROVAL OF LOCA IONS PRIOR TO
SHE-VES WIRING & G P BD INSTALLATION
41-0/4 4'-ll
& RODS
81-611
1711011
00
FLOOR PLAN
1/411 11-010
S
NOTES: 1. VERIFY ALL DIMENSIONS.
WA TE SIDENCE DITION
2. ALL DIMENSIONS ARE TO INACE OF BLOCK, FACE OF PLYWD'
SHEARWALL W/ 1/211 CDX PLYWD SHEATHING
SHEATHING, OR CENTERLINE OF INTERIOR PARTITION UNLESa FSW 2226 BZACHCOM RAIL
OTHERWISE NOTED. FOS a 10ACE Or STUD. EXIST WALL TO REMAIN ON 2x6 SPP #2 STUDS 0 1611 O.C. SECURE W/
3 ATLANTI FLORIDA
8d COMMON WIRE NAILS 0 511 O.C. AT EDGES
3. ALL EXTERIOR WINDOWS & DOORS TO Be CERTIFIED AS E D EXIST WALL TO BE REMOVED
MEETING 110 MPH WIND SPEED COASTAL CODE REQUIREMENTS. 6" O.C. IN FIELD. INSTALL SPF #2 BLOCKING
k N NEW WALL
4. DESIGN MEETS WIND LOAD REQUIREMENTS OF THE! STANDARD SUILDING CODE, L777.7777771 =R AT ALL HORIZONTAL JOINTS. INSTALL I SEMCO
NEW BRICK VENEr Fisher & Simmons Architec
CHAPTER 16, POR 110 MPH WINDS. SGP3 W/ 6/81�ct!211 ANCHOR SOLT & W/ 24-16d NAILS
R SYP NO 2 KD (SPI51, J
5. ALL TIMBER FOR SEAMS, JOISTS, & COLUMNS SHALL BE TO STUDS AT EACH, eND OF SHeARWALL SEGMENT 1510B Second Street South Jacksonville Be
AREAS:
OR APPROVED EQUAL. STUDS CAN BE SPfR NO. 2. ALL TtMbER SHALL HAVE A TO CONC FOUNDATION BELOW.
EXISTING 3142 SP
MAXIMUM MOISTURE CONTENT Olm 1SX. 0136 TZTS
I JWT
MATCH EXISTING. ADDITION 177 NUMBER OP FULL HEIGHT 2xG STUDS TO USE
6. STAIN NEW DOORS & TRIM TO
AT EACH SIDE OF HEAD
ER. USE 2 MIN
L
L F, 11
17=
nil
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7. EXTEND EXIST AC DUCT TO SERVE NEW BATH & RELOCATED BEDROOM TOTAL 3319
TYPICALLY UNLESS NOTED OTHERWISE.
WITH NEW CEILING DIFFUSERS. GARAGE ale SIR PLANS
9. PROVIDE KNOCK-DOWN CEILING PINISH TO MATCH EXISTING,
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\eXIST BRICK V ISTING 101-01 EXIST
BRICK QUIONS MATCHING/ 4XIST! EXTENSION
"'�G eNeER ReMOVE EXIST
EXIST 101-ON [N� REMOVE EXIST BRICK ICK ex
QUOINS & TOOTH NEW
NEW BRICK VENEER
EXTENSION SOUTH E!Lf5VATION BRICK INTO EXI$ BRICK
QUOINS & TOOTH NEW
MATCHING EXIST
NEW BRICK VENEER BRICK INTO EXIST BRICK 11-011
MATCHING EXIST 1/411
NORTH ELE TION
1/4" 11-011
WALTERS RESIDENCE ADDITION
2226 5EACHCOMBER TRAIL
ATLANTIC BeACH, FLORIDA
Fisher & Simmons Architects,
1510B Second Street South Jacksonville Beach, F
0136 T JWTS 1".'.9/18/01 2
ELEVATIONS
A.L
A
4
NAIL 1/211 CDX PLYWD ROOF 6HEATHING
' W/ 8d NAILS 0 6" O.C. AT ALL EDGES
0 611 O.C. IN FIELD
NAIL ALL PLYWD WALL SHEATHING
W/ 8d NAILS 0 3" O.C. AT ALL EDGES FASTEN CEILING JOIS'
6# O.C. IN FIELD RAFTER W/ 8-12d COMI
"J FIBERGLASS SHINGLES MATCHING EXIST NAILS EACH END
OVER LAPPED 30# FELTS ON 1/2" CDX
ATHING ON 2x8 SYP #2 PLATE TO RAFTER TIE
PLYWD SHE
RAFTER 0 24" O.C. - NOTCH RAFTERS EACH RAFTER EQ TO
TO ALIGN ROOF W/ EXIST ROOF 12 HCPLR W/ 8-8d NAILS '
STUD TO PLATE TIE 0 5211 7 SEMCO HDP2X W/ 10-10
O.C. EQ TO SEMCO TPP4
W1 8-8d NAILS R-30 P'GLASS. INSUL.
CONT. W/ BAFFLES
ALUM EAVE DRIP "ro�1/211 GYP BD ON 2xg SYP #2
OVER P.T. lx2 ON
IxS FASCIA - MA TCH CEILING JOISTS 9 24" O.C.
EXIST 1/21' GYP 5D
PLWD SOFFIT W/ 1-011
4" WIDE SCREENED "`,,�R-O. HT. * WINDOWS
VENT - MATCH MATCH
lx4 FASCIA TRIM EXIST \DBLE 2xlO SYP 02 HEADER
MATCH EXIST U. N. 0.
WINDOW
x
ROWLOCK SILL BRICK COURSE lu
OVER THRU-WALL PLASH'G 3:
W/ WEEPS 0 24" O.C. R-13 F'GLASS BATTS CONT (3
BRICK VENEER W/ GALV TIES 1/2" GYP BD 4
0 16" O.C. EA WAY OVER 2
HOUSE WRAP ON 1/2" CDX P.T. 2x4 PLATE W/
4D
PLYWO SHITHG ON 2x4 SPF #2 1/2"xl2ll ANC. BOLTS 0 4811
J
aE NOTE)
ATTACH NEW SLAB TO EXIST W/ STUDS 0 16" O.C. ME O.C. - (8" EMBED MIN)
W/ #4 BAR x 11-611 9 240 O.C. EPDXIED W/ 21lx2llxl/S" WASHERS
INTO HOLES DRILLED 61' INTO EXIST MXIST 4" CONC. SLAB SEMCO TPP4 PLATE ANCHOR NEW 4" CONC. SLAB
I W/ 8-8d NAILS AT 3211 O.C. SLOE FOUNDATION PLAN
SLAB AT MID-DEPTH EXCEPT AT HOLD DOWNS AT ,
SHEAR WALLS - SEE PLAN
'20'�X12" MONOLITHIC CONC FTG_
GRADE - SLOPE FROM
�W/ 246 CONT
co BLDG.
-1 THRU-WALL PLASHlG W/
EXIST 8" CMU STEM-WALL
WEEPS 0 2411 O.C. - FILL
VOID BELOW W/ GROUT
r
N
7/ \7/71
�;/\\ ,
EXIST 2011x8ll CONC FITG 20"xl2ll MONOLITHIC CONC
ATTACH NEW FOOTING TO EXIST FTG
W/ 245 CONT
V/ 2-05 BARS x 21-611 EPDXIED
INTO HOLES DRILLED 611 INTO
�EXIST FOOTING
_"� TYPICAL WALL SECTION
TYPICAL WALL SECTION
1/211 a 11-001 11-011
�,A 3 a
1/2"
01
W
-FT-
% Mow
All,
777
7,rp 7
J411
EXIST ROOF
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...............
EXIST SLAB
<
ATTACH NEW FOOTING TO EXIST
K
W/ 2-05 BARS x 21-611 EPDXIED
Al
INTO HOLES DRILLED 6" INTO
EXIST FOOTING, SEE 2/A3
- - - - -- - - - - -
- - - - - - - - - - - F - - - EXIST CRICKET
0
ATTACH NEW SLAB TO EXIST W/
W/ #4 BAR X l'-6m 9 49n O.C. EPDXIE 04
C*4
INTO HOLES DRILLED 6#1 INTO EXIST
SLAB AT MID-DEPTH
x >
In r \
lu Fl
0 1 1
V_ 6
x I I
04 d
- - - - zi- - - - - - - - - - I
H - - - - - - - - - - - - -
3: 04
CONC SLAB W/ 6xG W1.4--__A�'" 0
xW1.4 W.W.F. OVER 6 MIL VAPOR - A - - - - - - - - - -- - - - - - - - - - - --*� --I#t-
w 0) STRUCTURAL NOTES:
0 BARRIER ON CLEAN, COMPACTED, lu
TERMITE TREATED FILL z I I U)
1. ALL LAPS IN TOP PLATE SHALL BE A MINIMUM OF 4' &
z ALIGN W/ EXIST_ SLAB 0 L `4
0 NAILED W/ 12-16d COMMON NAILS.
z 2. ALL CONNECTORS ARE! SEMCO OR EQUAL (U.O.N.).
x 20llxl2'l MONOLITHIC CONC FTG 0 lu C14 0
W/ 245 CONT W/ BRICK LEDGE v- �._ 0 Z 3. STRAP ALL CRIPPLES TO HEADERS WITH RTP18824 STRAPS
x W/ 18-16d NAILS EACH END OF THE HEADER FOR SPANS
0 [L UP TO 5'-0", & W/ 2- RTP18824 STRAPS FOR SPANS UP
>_ 101-011.
J (E.
0
V_ t co q0 4.- STRAP HEADER STUDS TO DOUBLE PLATE W/ SEMCO
L - - - - - - - - - - - - - - - - - - x x TPP4 AT EACH END OF HEADER & NAIL W/ 8-10d
C14 04
iCOMMON NAILS (U.O.N.).
5. iHEADER STUDS & HEADER CRIPPLES SHOULD BE NAILED
TO SHOE PLATE WITH ONE (1) TPP4 STRAP & NAIL
'TOGETHER AT 611 O.C. W/ 16d STAGGERED. CLIP UNIT
17'-0" W/ 8-10d COMMON NAILS UNLESS HOLDOWN INDICATED.
A
6. ALL WINDOW AND DOOR COMPONENTS MUST CERTIFIED TO
2x8 SYP #2 RAFTERS 0 24" O.0 , ,WITHSTAND A 110 MPH WIND LOAD.
UPLUNT CONNeCTIO HARDWARE
7. '�ALL HEADERS ARE 2-2xlO SYP 02 UNLESS OTHERWISE NOTED.
By
8. i INSTALL HOLD DOWNS AT EACH END OF SHEARWALLS
-aemco BX_ USP lk -1
FOUNDATION PLAN 1. RAFTER TO SEARING WALL 1-HDP2X-W/ 10-10d OR 1-HDP2X W/ 10 ROOF FRAMING PLAN AS INDICATED (SEE NOTES AT SHT Al.
9- '� SEE WALL SECTIONS FOR ADDITIONAL ANCHORS AND STRAPS,
1/411 11-011 2-HCPLR W/ 8-8d 2-RT7 W/ 10-8d
2. RAFTER TO RIDGI! SEAM I-PAPIS Wl 6-10d I-MPAI W/ 12-8d 1/411 11-011
3, RAPTER TO HIP 15CAM 1-PAPIS W/ 6-10d I-MPAI W/ 12-8d
4. r-A*TeN OVERFRAMED- 2x6 RAFTERS TO P.T. 2x6 SYP #2 ROOF
LLp,,VGER W/ 1-SEMCO HCPLR W/ 8-8d bft 1 USP RT7 W/ 10-8d.
5. FAOTEN ROOF' LrzDGER TO EXISTING RAl"TERS W/ 2 PCS #12x3-51411
ROOPGRIP SCREINS W/ lu DIA. WASHEI(ATZACH INTERSECTION. WALTERS RESIDENCE ADDITION
ERFRAME0 2x6 RAFTER TO WO RIDGE SEAM W/ 1- SeMCO 2226 BEACHCOMBER TRAIL
6.1 FASTEN OVL
FAPIS W/ 10-lOdKI-1/211 NAILS OR 1-USP,"MPAI W/ 12-gdxl 1/2" NAILS.
ATLANTIC BEACH, FLORIDA
7. DBLE PLATE TO STUO I-TPP4 Wi ,&-8d 0 :52" O.C. I-TP4X W/ 10-10d 5211 O.C.
8. SILL PLATE TO STUD 1-TPP4 Wl- &-6d # 32" O.C. 1-TP4X W/ 10-10d 'I 52" O.C.
Fisher & Simmons Architects
1510B Second Street South JacksonviHe Beacl
"M 0136 ldrn TS
JWTS 1... 9/18/01
FOUNDATION & FRAMING
LANS & WALL SECTIONS