HomeMy WebLinkAbout111 S 21 St49B'
22.4' 26'
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CA h
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M
EXIB ING EL C SERVICE
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GARAGE
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NEW 3/4 PVC WATER EXISTING HVAC d)
NEW 4" PVC EXISTING 4" PVC SANITARY-------------
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EXISTING DRIVEWAY 4
SITE PLAN
TEED AND L INDA
(SILVA) NEUJSOM
eAF,...AGE RENOVATION
LEGAL DESCRIPTION:
BEGINNING 100111 OF NE CORNER OF 8 1/2 OF OF NWi/4 OF NE 1/4 OF SE 1/4 OF
SECTION 36 TWP 19S R 30 E SEMINOLE COUNTY, RUN 8 260 FT THEN W 100FT THEN N
110FT THEN E 45FT TO P05. LESS 4 ECEPT DESCRIPTION RECORDED 11/2V18 IN OR
1198-165 AND DESCRIBED IN DEED RECORDED 4/5/33 IN OR BOOK 2565-1846 ALL
IN SEMINOLE COUNTY FLORIDA
NOTE: THIS RENOVATION 18 PHASE 1 OF THE RENOVATION / EXPANSION OF THE
EXISTING HOUSE. FLOOR PLANS OF THE EXISTING AND THE PROPOSED REMODEL
ARE ATTACHED. REMODELING OF THE HOUSE IS TO BE PERMITTED SEPARATELY
INDEX TO DRAWINGS
2
3
0
5
0
COVER / SITE
FLOOR PLAN
ELEVATION5
WERE,
m
DIMENSION PLAN
ELECTRIC PLAN
PLUM51NG PLAN
T`T'i=IC. AL WALIL;
�05/01/2001
ANDREW KUTX
ARCHITECT
AR 0006451
(401) 322 3855
FOUNDATION NOTES
ALL CONCRETE SHALL BE MININUM 2500 PSI AT 28
DAYS
ALL FILL SHALL BE COMPACTED TO 95% OF
MODIFIED PROCTOR 0 14% MOISTURE
ALL REINFORCING STEEL SHALL BE 5 OR GREATER
GRADE 60 DEFORMED STEEL
ALL REINFORCING STEEL 18 TO HAVE A MINIMUM OF 3
INCH CONCRETE COVERAGE
ALL REINFORCING STEEL JOINTS SHALL LAP A
MINIMUM OF 40 BAR DIAMETERS OR 25 INCHES
WHICHEVER IS GREATER
VAPOR BARRIER SHALL BE 6 MILL POLYETHYLENE
THE FOUNDATION HAS BEEN DESIGNED FOR A SOIL
BEARING CAPACITY OF 2500 PSF. THE COMPACTED
SOIL SHALL BE VERIFIED BY A GEOTECHNICAL
TESTING LAB
ALL LUMBER IN CONTACT WITH MASONRY SHALL BE
PRESSURE TREATED
NOTE:
JACK UP EXISTING STRUCTURE AND CONSTRUCT NEW
FOUNDATION AND FLOOR SLAB. SEE TYPICAL WALL
SECTION. BRACE STRUCTURE AT ALL TIMES TO SECURE
AGAINST LATERAL MOVEMENT IN ANY DIRECTION.
EXISTING
DOOR
OPENING
NEW HEADER NEW
2-2x10 W ELECTRIC
1/2" FLITCH PANEL
FETAL-- --- —
HOL° I DRYS
I
16" SHELF
PANEL WITH
STOR CAB
ABOVE ro u
GARAGE / =W ROOM -�-
(EXISTM ADJACENT HOUSE IS AT 24")
Ali� � •.
a . 1
K
OBATHROOM(3�2x80
ANE
NEW FOOTING AND
I NEW CONC SLAB
I
I EXISTING WALLS
REPLACE ANY BAD STUDS
RESHEATH t RESIDE
L--- ----- ----------------------J
FLOOR FLAN
6CALEs V4° ■ P-0'
REPLACE EXISTING
SLIDING GARAGE
DOOR WITH 2-48x80
FABRICATED DOORS
EXISTM6 ROOF
4ARDIE BOARD
40RIZONTAL SIDING
V TO WEATHER
Ix4 TRIM
SOUTH
WEST
EAST
NORTH
t
/1
NOTE: ANY CHANGE IN FLOOR HEIGHTS
REMIRES A CHANGE IN RISER / TREAD
DIMENSIONS SUCH THAT
THE SUM OF 2 RISERS + 1 TREAD IS
GREATER THAN 24 AND LESS THAN 25
23'-2"+/-
DECK 21
r
b "GARAGE it
STAIRS
D IMEN51ON FLAN
SCALES V4° - P-O-
3-1/0 CU
I%CU
I5" CONDUIT
125 AMP
125 AMP PANEL MAIN DISCONNECT
30/40 CIRCUITS 120/240 VOLT I PH
MLO
Cu-3-1/0 Cu
I%CU
IN 15" CONDUIT
�6TO EXISTING
SERVICE
5/8" x I0' CU CLAD GROUNDROD (2)
ELECTRIC RISER DIAGRAM
ELECTRICAL NOTES
PROVIDE INSULATED BOXES FOR ANY
RECESSED INCANDESCENT FIXTURES
ALL ELECTRICAL DEVICES SHALL BE
RESIDENTIAL GRADE OR BETTER
ALL BRANCH CIRCUITS SHALL BE COPPER
MIN 012
ALL PRIMARY CIRCUITS SHALL BE
COPPER. NO ALUMINUM WIRE IS ALLOWED
PAST THE METER
ALL FEEDER CONDUCTORS SHALL HAVE
COMPRESSION CONNECTORS
UNDERGROUND CONDUIT MAY BE PVC
WHERE ALLOWED BY CODE
ALL ELECTRICAL WORK SHALL MEET THE
NATIONAL ELECTRICAL CODE. WIRING AND
CONDUIT SHALL BE SIZED TO MEET OR
EXCEED THOSE REQUIREMENTS
NEW 125A PANEL
15" CONDUIT TO EXISTING SERVICE
- ----------------------
I 50 CFM EXH FAN
ILwp W SCREENED WALL CAP
ELECTRIC FLAN
GCoALE. 114' - P-m'
J§
220 V
0
DUPLEX OUTLET
O,wi
GROUND FAULT OUTLET
ow'
WATERPROOF OUTLET
036
RAISED OUTLET
d
TELEPHONE/COMPUTER
O
RECESSED INCANDESCENT
5
SWITCH
63
SWITCH, 3 WAY
,o,
EXHAUST FAN, OR MOTOR
SURFACE INCANDESCENT
O
WATER HEATER
r PANEL
EIJ SURFACE INCANDESCENT
T-1 WATER NEATER TIMER
DRAIN PAN
F3/4" 110 DEGREE RELIEF 1/2" PVC
TO SYSTEM
_j T4P RELIEF 311 vom
pJ wtal s ( `KtNS CCr. c�e�� e 1/2" COPPER
UNION 3/4" CW SUPPLY r " PVC 2" �C HB
WC2O •-•
0-1 0.1/2" P4T
DRAIN p RELIEF II 2" _
VALVE VALVE II o •
I I I
C., 1/2" COPPER DRYS SHUTOFF 3/4" PVC FROM
3/4" TO 50 GAL i TO DRIP PAN II VALVE EXISTING SERVICE
GRADE! 1 I I ' ♦ % SEE SITE PLAN
OUTSIDE
I b" CLEAR WASTE
-�i ALL AROUND 18 GA STEEL
DRIP PAN r e ees e e ®e eee®
C� 3 ' �A
WATER HEATER DETAIL
x
4"PVC
RECESSED SLOPE MIN 1/10"
WASHER HOOKUP PER FOOT TO
WITH DRAIN WATER PAN EX18tING SANITARY
L OPTION
PLUMBING NOtEB NEWT' TRAP PRIME
DRAIN PAN THE DRAIN FROM
ALL HOSE BIBS SHALL HAVE NON REMOVEABLE THE TOILET SUPPLY
000
VACUUM BREAKERS
THE POTABLE WATER SYSTEM SHALL BE DISINFECTED NOTE: INSTALL COLD WATER
IN ACCORD WITH THE PLUMBING CODE SHUTOFF OUTSIDE OF GARAGE
TEST THE WATER SYSTEM AT 125 PSIG FOR 24 HOURS
BEFORE COVERING UP ANY WATER SUPPLY LINES 000
TEST THE WASTE PIPING WITH A 10 FT HEAD OF WATER
FOR NOT LESS THAN 30 MINUTES ol
100
WATER AND SANITARY PLUMBING AND LINES SHALL BE
SCHEDULE 40 PVC EXCEPT HOT WATER WHICH SHALL
BE CPVC ABOVE GRADE AND TYPE K COPPER
BELOW GRADE
FLUM51NG FLAN
SCSAI.Es V4° ■ P-O°
511/Zzo
SOLID 2x6 BLOCKING
2x6 COLLARTIES
(4 ® 24 EXISTING
2x6 COLLAR TIE
EVERY RAFTER
MIN 2-1/*( 3
SCREWS EACH
END
-IORIZONTAL HARDIE BD SIDING
3" TO WEATHER ON 15# FELT
)/ER 1/2" PLYWOOD - NAIL 6"
k WITH 8d
?x4 DIAGONAL BRACING AT INTERSECTION OF COLLAR
IE5 AND RAFTERS. SECURE ENDS WITH 51MP50N
k34 CLIP.
:ONTIN000S 5PF 2x4 LATERAL BRACE IN LINE WITH
NAGONAL BRACING
2x4 ® 24" OC ED(ISTING
GABLE END CONSTRUCTION
1/2" =1'-O"
ne
H1
e
MAS
A.
2x6 SOLID BLOCKING
FIRST 3 RAFTER SPACES
SIMPSON H-3
CONNECTOR ._
EVERY STUD
NAIL 8-8dx1112
EXISTING SLAB 2x4 PT PLATE
CUT BACK TO
INSTALL NEW
FOOTING
4" CONC. SLAB REINF. W/ 6x6, 0I011AlF
OVER D6 VISa EN VAPOR
BARRIER OVER CLEAN,
COMPACTED, TERMITE TREATED FILL.
T*1"F I CAL WALL SE CT I Old
1/2 11 O = 011
SIMPSON H-1
CONNECTOR
EVERY RAFTER
6-8d 11/2 0 RAFTERS
4-8d ® PLATE
f —1'-4" --�
h1
NEW EDGE TRIM
AND FLASHING
1x8 PT - NOTCH
FOR RAFTERS
GALV METAL DRIP
bQ PT DRIP
bt6 PT FASCIA
NEW HARDIE BOARD
SIDING. 6 " TO THE
WEATHER - OVER
15# FELT. ON NEW 1/2"
PLYWOOD. SECURE
PLYWOOD TO STUDS
WITH 8d AT 6" OC
SIMPSON "MAO"
CONNECTOR 0
32" OC. NAIL:
2-10d x 11/2 51DE
4-10d x 11/2 TOP
1/2x2 PT CONTIN
BEHIND BOTTOM
OF SIDING - LAP
FOUNDATION 1"
FINISH GRADE VARIES
CONC. FOOTING 125M PB.IJ
WITH 2 +5 CONTINUOUS
NOTE: STRUCTURE DESIGNED TO
RESIST 100 MPH WINDS
'k
)7
Aln.00wtlkk
EXISTING HOUSE
101
101
a
iREMODELED HOUSE
_ -J
PLANS REVIERVi*'D
CITY OF SANFOr"
SANFORD BUILDING DEPT.
THESE PLANS ARE REVIEWED AND CONDITIONALLY
ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE
CONSTRUED TO BE A LICENSE TO PROCEED WITH
THE WORK AND NOT AS AUTHORITY TO VIOLATE,
CANCEL, ALTER. OR SET ASIDE ANY OF THE
,PROVISIONS OF THE TECHNICAL CODES, NOR SHALL
ISSUANCE OF A PERMIT PREVENT -THE BUILDING
DEPT FROM THEREAFTER REr)u1RNG A CORREC-
TION OF ERRORS ON THE PLANS. qONSTRUCTION
OR OTi-4:R vjj-)4-, Or -THE CODES.
Cit
.1y
Model Codes in cffc.,--t:
St
tafld-ird Gufiiding Code 1997 ed.
Standaid P'Urlbii 9 Code 1997 ed.
Qla Indqrd'!'Aechanical Code 1997 ed.
Naf:cjr;:.'! k'ode 19096 ed.
See
--1-,JDMENTS
FL. Atcc-.c 1 OD97
FL. 7
t
FERMI #01./682-
s- /5 ovx'17014F F Ic1.
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