Permits 2233 Seminole Rd # 35 (vault) REVISIONS
E EST IP E E ST IP �J!� `►I) L=
Q i Q WIND DESIGN PER F13C RESIDENTIAL 2004 SUPP,200&, TABLE= R3011,(2)
— BASK WIND SPEED: ,20 MPH _
IMPORTANCE FACTOR:
I
EXF05URE CATEGORY: B
i
EXPOSURE CLAS5IFICATION: OPEN
MEAN ROOF HEIGHT 12 FT, C
NORTH INDICATES DIRECTION' OF NORTH i ROOF ANGLE: (30-45 DEGREES) 163 DEGREES (3'Izd?) 455RE V 14T I CNN
0 { EDGE STRIP 3,0�T. A,C,T, ACOUSTICAL CEILING TILE EAP, ELECTRIC WATER HEATER MIN, MINIMUM
NOT IN CONTRACT
COMPOrdENT AND CLADDING WIND LOADS ADD, ADJACENT EL, ELEVATION NI,C: � r"
A/C AIR CONDITIONING UNIT I XH. EXHAUST T.S: NOT TO SCALE
DRAWING NUMBER ' ZONE EFFECTIVE WIND AREA (51F) ADJUSTED WIND LOAD(FSP) ALT. ALTERNATE EXT. EXTERIOR O.C. ON CENTER
i1 10 4.9 .231 ALUM. ALUMINUM FG. FIBERGLASS OPNG, OPENING
SECTION A� SHEET NUMBER WHERE ` AWI, A�INts WINDOW FIN, rINISH PT PAINT
SECTION IS DRAWNI I 20 13.6 -2.3.0 BLK, BLOCK FN,CL G- FINISHED CEILING P.V,C• POLYVINYL CHLORIDE
TSOT. BOTTOM FIN,FLR. �INSWIvD FLOOR P,T. *,
1 50 i.9 _222 C r PRESSURE R-_ATED
BLDG. BUILDING F•D, LOOR DRAIN Q QUARRY TILE
1 100+ -21.5 S.U. BUILT-UP GALV, GALVANIZED RE:NF. REINFORCED
X DRAWING NUMBER - — — --- — i CAB. CABINET GL,BK, CLASS BLOCK WINDOW REOD,
REQUIRED
DETAIL _ SWEET NUMBER WHERE wI � (D ( � 1 2 10 14,9 -50.1 CPT. CARPET GUJB GYPSUM WALL BOARD R. R15ER } �j. I I
A DETAIL IS DRAIN 2 20 i3,6 -45.4 Ci. CAST IRON WDW. HARDWARE RD, ROOF DRAIN ��UI C�I u��� '
w CL. CENTERLINE HGT, WEIGHT S.H. SINGLE HUNG WINDOW
A 2 50 '° -39.3 CT- CERAMIC TILE HORZ, HORIZONTAL SHT,
ELEVATION LETTER 2 10O 10.5 -34.1 C.W. COLD WATER H.B. HOSE BIBB SIM, SHOPS �
SIMILAR
ELEVATIONS A 5 s•-� SHE C CONCRETE W.W. POT WATER .. L , ' '�I ��� CODES:
�uEET NUM5ER WHERE 3 10 23.1 -30,3 CM.U. CONCRETE MASONRY UNIT I.D. INSIDE DIAMETER SPEC. SPECIPICATIONS
— ELEVATION IS DRAiII CONT, CONTINUOUS IN5UL, IN5ULATION STL• STEEL
�-, 20 23.0 29.0 CJ. CONTROL JOINT JAN, JANITOR THK, TICK FLORIDA RESIDENTIAL CODE 2001 EDITION
3 50 22.2 -21.2 CFM, CUBIC FEET PER MINUITE JT, JOINT TaG TONGUE AND GROOVE
DH. DOUBLE HUNG WINDOW LAM. LAMINATE (D) *YP. TYPICAL
3 100 21.5 25,9 DiSP, DISPENSER LAV, LAVATORY VERT. VERTICAL H
4 10 25.9 -25,I DN, DOWN M.O. MASONRY OPENING VC,T- VINYL COMPOSITION TILE 'r FE OF (ONF �r !O
DUB. DRAWING MAIL, MATERIAL WI•C, WALK-IN C;-O-ET
4 20 24, -26,9 EA, EACH MAX. MAXIMUM WRGWB WATER RESISTANT GYPSUM WALLBOARD !�1
ELM ELECTRIC MEOW. MECHANICAL W.W '1. WELD-5D WIRE MESH WMESH NEW CONSTRUCTION TYPE V UNSPRINKLED
i 4 50 23.2 25.4 E:W) , ELECTRIC WATER COOLER MTL. METAL W.C.
4 100 220 -24.2 M.P. METAL PANEL UR. WATER CLOSET
� URINAL
i 5 10 25.9 -34,1
\P I1
1 I L)
5 20 24,1 -32.4
5 50 22.0 -200.9
5 i00 32.8 40.1
Qr� DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING �� UY, A3Li
15 THE RESPONSIBILITY OF THE WINDOW/ DOOR MANUFACTURER AND SWAILL ` 7 i��� 4o l EIIo��r w'���
MEET THC COMPONENT AND CLADDING DESIGN WIND PRESSURES ` I �QGI,.'�a oS i �1or (�,, 146-1 O
SEE TABLE 1(,0625, eco, m 0 /
_
CONT,(=LASHING
SINGLE PLY MEMBRANE
2x5 ,EDGER CONT.ATTACHFACE OF EXISTING
jj
/ ���� x i.
MASONRY HOUSES
( � �; M�SON TIT�N j
SCREWS, 32" C. TY I
{2-2x5 BEAM,WRAPPED SI ILS Y , 1 SIMPSON UTRM 4 -8d T x Ifz" fry
M MBRA N NOM. i-1 TO OU T R'GGER t 5 Sd TO C
I,
E E O s rRUCTURAL
I RAFTS TTP. H
SFd HII , CSEK NG ILED NA L5 R
tlA /Sd RNG SWAN
A
'" rz Cq
- WRAPPED RT, 4x4 POST C PAN_L EDGES AN� NTERM DiATE ND 4 O,
. F . . T TAN D
{ A COMF='ON�N DILA DIN& 4DCzE vTRii`"
Mai I IN
EX TMG WL^ t ;, f.
_ w •__
- II
24" 2CG . ._
ALM tR Sy$TV x4 OUTRIGGERS 24CONT,FLA6H1N4
i I I
�! HARD[-SHEET w/ Ix BATTENS
P.T.2xS LEDGER CONT.ATTACH
I! i , II
I j o
w/ %' x 3° 51MPSON TITEN 6 ON a PL WOOD ONif
2x FRAMING
! ! ,; Y s=2x8 C T,
SCREWS' 32" OC., TYP; LL II I I
EXISTING WINDOW SI GRADE u _ J
!
_m
..._�_-�
SINGLE PLY MEMBRANE ON
i
. NOM.5 RUj,,TURAL � I
_ 5HEATTHIWs DECKING NAILED w/e�d RING SWANK NAILS
W O—C.AT PANEL EDGES AN J INTERMEDIA i E AND 4" O.C. I- SIMPSON 42.5A w/5-Sd x 1!/:" A-I 2t SIMPSON AC54(MAX)w/
AT COMPONENT AND CLADDING EDGE STRIP 3 TO RAFTED t 5_Sd TO BEAM, f 10-16d TO BEAM AND 10-16d
TYR 2- 61MPWN AC4/M TO POST,TYP.EA,CORNED
AX)wf POST.
14=lbt� T4� SEAM AND 14-lbd
FIN_ FL 140AE PJS ,TYR EA. INTERIOR
SECOND FLOOR 'S 1� � L E T I OI N. `�O T T�'
lka" BEADBOARD— METAL SAVE DRIP,CONT. SCALE: 1/4i1=1'-O`
PLYWOOD CEILING P.T. Ix2 RA I N FLAN.
. . P.T.2x6 SCALE.
g _
i
2-2x8 BEAM,WRAPPED
WRAPPED P.T. 4x4 POST
tY _ I i! FAC
OF EXISTING
IL FACE OF EXISTING HOUSE
MASONRY HOUSE
ALUM SCREEN SYSTEM
I- 5IMP50N ABU44 ON NSVD zi
MARDI-SHEET w/ ix BATTENS, 3068 ALUM
� ! I
THREADED ROD EMBEDDED 1
16" U.C.ON ��z° PLYWOOD ON n N DOOR
NEW CEILING r =
2x FRAMIW0 I 3" INTO NEW SLAB w/ "SET" J
I EPDXY 6 12-I0d TO POST, FAs i i! i ! "
I- SIMPSON ABU44 ON "4' 961
7YP. ;� % 'Iii /l L z
1N IRNEADED ROD T NEW SB w/ "SET"
I i
1 NEW I6 xI6 xlb' DEEP FOOTING ', u
0 UNDER EXISTING A /2-' II f ;/ ` t-
4 EPDXY t 12-I6d TO POST, SLAB w FOR
'��! f
TYR TSARS EACH WAY.ENSURE NEW NEW COVERED FVi"' CH
;I, I
r UN RSiD OFCONC, 16 EtXISINfi STIGHT OLAR EXISTING SLAB TO BE REMAIN j z
OPEN ��� ��I I i p ne x
I I I I I TYR ( �
---------
EXISTING SLAB TO BE REMAIN ! $_ - --------------- -- - - -
--- ---• - FIN.FLOOR HOUSE ------ r" x
FLOOR
REMOVE EXISTING ALUM.
SCREENED PORCH CO`IPLE E, '
< a 9I EXISTING SLAB TO REMAIN.
OA-1 D FOR CODE COMPLIANCE
E, CITY OF ATLANTIC BEACH
NEW I&NI&NI(o" DEEP FOOTiN si 1- SIMPSON ABU44 ON $" 6'- <" 6, I,
UNDER EXISTING SLAB w/2--,5
THREADED ROD EMBEDDED ?" SEE PERMITS FOR ADDITIONAL
20' O INTO NEW SLAB w/ "SCT" EPDXY- 20 0„ REQUIREMENTS AND CONDITIONS. \
L BARS EACH WAY, ENSURE NEW a I2-I&d TO POST, TYP.
CONC. 15 POURED TIGHT TO,
UNDERSIDE OF EXISTING &-AB, REVIEWED BY: DATE:l=�`�� DATE OF
TYP.
FCU F!
4N
ISSUE
AN ,
... OIIi.il
SCALE: I/4"=:-i'v' .
SCA!E: i/4°:;" 0" E: , DRAWN BY
J
FIL E GAPY .�
-
SECT I ON O, US`s /qJ, � P
� � 1 • ILS �V < � .
�{jqA 1
.tri.:S ..'C.." � - �.' .--♦ q -.'.
SCALE: I/4"=i'-0" (.REMOVE EXISTING ALU"
SCREENED ENCLOSURE AND ? - SHEET NO,
INSTALL NEW SCREENED: PORCH ON EXISTING SLAB � FLECK
A5 SwO'WN,
2.NO ADDITIONAL !MPS ViOUS SURFACE WITH THIS
PROJECT.
2-2 3 - E i�-,a L ,E �d �•