HomeMy WebLinkAbout2912 Park Ct 13-1397 (enclose carport)V3
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Value:
.lob Address: �"`I � l�� �� ����X v !" 0k I 10 Historic District: Yes ❑ No �GO"'
Parcel ID: (��'" �" o � Zoning.
Description of Work: �Ckc5Q_ (A1000 'r0 "yl(Y 1W 01 a((A -
Application No: Documented Construction
0 /
Plan Review Contact Person:-P/61Title:
Phone: ZZ i 94X"7 Fax: Lto� C `k 2$1.3 E-mail:
Property Owner Information
Naive � U�
Street: i l ) 1 i V1
City, Stare Zip: Z (ATL 31-1 Q5
Phone: 32_�~�- ).'(0C)L.
Resident of property? :
(�,� r G� / y� Contractor Information
Name �a ( 1"Q 1 V `a Phone: ��I '
Street: i(Oss . , la ���91 iV . t712►1 ko. Fax: JAP-1 " `kk5 -'A$W
City, State Zip: / `��- a.�lU State License No.: CC-�C. 150"1 15y
Architect/Engineer Information
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Building Permit L(
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Square Footage: I I 1 1� Construction Type: %/04,k No. of Stories:
No. of Dwelling Units: A Flood Zone:
Electrical ❑
New Service - No. of AMPS:
Mechanical ❑ (Uuct layout required for new systerns)
Plumbing ❑
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm ❑ No. of heads:
I�V 1)0.�e
15'-8"
NEW WOOD FENCE
(BY OWNER)
X//
NEW CONC.f SLAB
X —
EXISTING GARAGE
AREA TABULATION:
NEW GARAGE = 242 SQ. FT.
NEW CONCRETE = 103 SQ. FT.
IMPORTANT NOTES
EXIST. WOOD DECK
REMOVE DOOR��
FILL AREA
W/FRAME
- -6' 0"� - --- -
REMOVE WINDOWS
& KNEEWALL FOR
OPENING
EXISTING CARPORT
CONVERT GARAGE
-- --
A -
00
I
m
r
EXIST, LIGHT
31-01$
TYPICAL FILLED CELL
CONTINU❑S TO BOND BEAMI
L -10C I
NEW 8'x7' ❑HD
2'-4" --- 8 0 -2'-4"
12'-8"
LTJ
O
CD
X
w
/
TYPICAL TIE NEW CMU
TO EXISTING (SEE DETAIL)
TYPICAL RETRO FIT CELL
IF NOT EXISTING (SEE DETAIL)
(2 L❑CATIONS)
LO
I
tet'
FLOOR/ ELECTRICAL PLAN
ELECTRICAL:
THIS PLAN IS DEVELOPED FOR CODE MINIMUM REQUIREMENTS. THE STATE
CERTIFIED ELECTRICAL CONTRACTOR PULLING HIS OWN ELECTRICAL PERMIT MAY
MAKE CHANGES AND TAKES FULL RESPONSIBILITY FOR THESE CHANGES.
ELECTRICAL. NOTES
1. ALL NEW RECEPTACLES LIGHTING AND SAFETY PROTECTION
DEVICES (i.e. SD, CMD) SHALL BE ON CIRCUITRY PROTECTED BY
A U.L. LISTED ARC -FAULT CIRCUIT INTERRUPTER (EXCEPT IN
LAUNDRY, KITCHEN, BATHS, GARAGE AND PORCHES).
2. ALL RECEPTACLES SHALL BE A U.L. LISTED TAMPER RESISTANT
AND ALL GFIC RECEPTACLES SHALL ALSO BE WEATHER
RESISTANT RECEPTACLES.
ENERGY CALCULATIONS TO BE PERFORMED BY AN AIR CONDITIONING COMPANY PRIOR TO
SUBMITTING PLANS TO CITY/COUNTY FOR REVIEW. AIR CONDITION COMPANY IS ALSO TO DESIGN
HEATING AND A/C DUCTING PLAN FOR OWNER. (IF APPLY)
OWNER TO SUPPLY WINDOW & DOOR MANUFACTURED SPECIFICATIONS FOR CITY/COUN_1Y WITH
PLANS SUBMITTAL FOR FLORIDA BUILDING CODE APPROVAL.
CONTRATOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. THESE
PLANS WERE DEVELOPED FROM FIELD MEASUREMENTS OF HOME AND VARY SLIGHTLY.
XISTING ROOF
EXISTING ROOF
EXISTING WALL
171171171 �� F11 El D 17l
,,,,N, WALL
�I:.-:1171i l S I F77 77171171'
5/8' STUCCO OVER CMU
7/8' STUCCO W/WIRE -
LATH ON FRAME
BEAM
1 "MIN.
COVER
VERT. REINF.
IN GROUTED
CELL
CLEANOUT REQ'D
FOR GROUT LIFT
>5 FT. UNLESS
FOOTING DWL. IS
NOT REVD.
STANDARD
HOOK
FOOTING
REINFORCING 3" MIN.
UUVLH
TYPICAL FILLED CELL DETAIL
11111IM1111111
,111111:111111111111.
EXIST.OURED TI BEAM
OPEN BLOCK TO ALLOW
NEW CELL FILLING i
EPDXY DOWEL TO EXISTING
BEAM, MIN. 4" EMBEDMENT
LAP NEW STEEL 25"
ALL LOCATIONS MIN.
"OPENINGS MAY VARY IN WIDTH" rt
OPEN BLOCK TO ALLOW
DOWEL INSTALATION.
CLOSE UP WITH FORM
AND FILL CELL To EXISTING
BOND BEAM.
EPDXY DOWEL TO EXISTING
FOOTING, MIN. 4" EMBEDMENT m
DOWEL = # 5 RE—BAR 0 30" LENGTH MIN.
EPDXY = SIMPSON "SET" OR EQ. HIGH
STRENGTH EPDXY.
RETRO—FIT CELL DETAIL
GARAGE DOOR TRACT(
CQIC SILL ED
ALINDNUM VDIDOV PRESSURE TREATED 2X6 WE
JAMB ANCIOt TO BLOCK WITH
112' RNA X B' IJNG AR R TIF
BOTTOM & MIDPOINT RAX. 6' FROM END
L
III. IF 11
B' CHU—/
\_—PRESSLRE TREATED Ix
WDDIIIV 80 ANCHOR TO
._..................
MASONRY VM 1/4 RNA X 2112'
TAPCONS 24' OD,
(SEE MANUFACTURER SPECSJ
Nominal
Clear
Span
C NCREIE SILL BELOW
WIND❑W
JAMB 8N CMU
Filled
(2)#5
B
s
00
I
Filled
(2)#5 T & B
E
L-2
L-3
L-4
L-5
L-6
L-7
L-8
L-9
L-10
L-11
L-12
L-13
L-14
L-15
L-16 (P,S,)
L-17 (P,S,)
L-18 (P,SJ
L-19 (PIS,)
L-20 (P,S,)
L-21 (P,SJ
L-22 (P.S,)
116#
212'
218'
312'
4'0'
416'
512'
612'
710'
8'0'
912'
1010'
11'2'
1210'
12'8'
13'4'
14'0'
16'0'
18'0'
18'8'
20'8'
22'8'
0)
S
5
8122
7980
00 CO
12867
2235 3351 6790 715
8871
I
7178
2917 3686 3817 5772 5902
6033
/-.
_j /"\
475
2669 0
4212
2167
353
1484 1865 1932
00
1304 1636 1696
2666
1138 1425 1476 2267
N7
1236 1281 1918 1936
/
AREA TABULATION:
NEW GARAGE = 242 SQ. FT.
NEW CONCRETE = 103 SQ. FT.
IMPORTANT NOTES
EXIST. WOOD DECK
REMOVE DOOR��
FILL AREA
W/FRAME
- -6' 0"� - --- -
REMOVE WINDOWS
& KNEEWALL FOR
OPENING
EXISTING CARPORT
CONVERT GARAGE
-- --
A -
00
I
m
r
EXIST, LIGHT
31-01$
TYPICAL FILLED CELL
CONTINU❑S TO BOND BEAMI
L -10C I
NEW 8'x7' ❑HD
2'-4" --- 8 0 -2'-4"
12'-8"
LTJ
O
CD
X
w
/
TYPICAL TIE NEW CMU
TO EXISTING (SEE DETAIL)
TYPICAL RETRO FIT CELL
IF NOT EXISTING (SEE DETAIL)
(2 L❑CATIONS)
LO
I
tet'
FLOOR/ ELECTRICAL PLAN
ELECTRICAL:
THIS PLAN IS DEVELOPED FOR CODE MINIMUM REQUIREMENTS. THE STATE
CERTIFIED ELECTRICAL CONTRACTOR PULLING HIS OWN ELECTRICAL PERMIT MAY
MAKE CHANGES AND TAKES FULL RESPONSIBILITY FOR THESE CHANGES.
ELECTRICAL. NOTES
1. ALL NEW RECEPTACLES LIGHTING AND SAFETY PROTECTION
DEVICES (i.e. SD, CMD) SHALL BE ON CIRCUITRY PROTECTED BY
A U.L. LISTED ARC -FAULT CIRCUIT INTERRUPTER (EXCEPT IN
LAUNDRY, KITCHEN, BATHS, GARAGE AND PORCHES).
2. ALL RECEPTACLES SHALL BE A U.L. LISTED TAMPER RESISTANT
AND ALL GFIC RECEPTACLES SHALL ALSO BE WEATHER
RESISTANT RECEPTACLES.
ENERGY CALCULATIONS TO BE PERFORMED BY AN AIR CONDITIONING COMPANY PRIOR TO
SUBMITTING PLANS TO CITY/COUNTY FOR REVIEW. AIR CONDITION COMPANY IS ALSO TO DESIGN
HEATING AND A/C DUCTING PLAN FOR OWNER. (IF APPLY)
OWNER TO SUPPLY WINDOW & DOOR MANUFACTURED SPECIFICATIONS FOR CITY/COUN_1Y WITH
PLANS SUBMITTAL FOR FLORIDA BUILDING CODE APPROVAL.
CONTRATOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. THESE
PLANS WERE DEVELOPED FROM FIELD MEASUREMENTS OF HOME AND VARY SLIGHTLY.
XISTING ROOF
EXISTING ROOF
EXISTING WALL
171171171 �� F11 El D 17l
,,,,N, WALL
�I:.-:1171i l S I F77 77171171'
5/8' STUCCO OVER CMU
7/8' STUCCO W/WIRE -
LATH ON FRAME
BEAM
1 "MIN.
COVER
VERT. REINF.
IN GROUTED
CELL
CLEANOUT REQ'D
FOR GROUT LIFT
>5 FT. UNLESS
FOOTING DWL. IS
NOT REVD.
STANDARD
HOOK
FOOTING
REINFORCING 3" MIN.
UUVLH
TYPICAL FILLED CELL DETAIL
11111IM1111111
,111111:111111111111.
EXIST.OURED TI BEAM
OPEN BLOCK TO ALLOW
NEW CELL FILLING i
EPDXY DOWEL TO EXISTING
BEAM, MIN. 4" EMBEDMENT
LAP NEW STEEL 25"
ALL LOCATIONS MIN.
"OPENINGS MAY VARY IN WIDTH" rt
OPEN BLOCK TO ALLOW
DOWEL INSTALATION.
CLOSE UP WITH FORM
AND FILL CELL To EXISTING
BOND BEAM.
EPDXY DOWEL TO EXISTING
FOOTING, MIN. 4" EMBEDMENT m
DOWEL = # 5 RE—BAR 0 30" LENGTH MIN.
EPDXY = SIMPSON "SET" OR EQ. HIGH
STRENGTH EPDXY.
RETRO—FIT CELL DETAIL
GARAGE DOOR TRACT(
CQIC SILL ED
ALINDNUM VDIDOV PRESSURE TREATED 2X6 WE
JAMB ANCIOt TO BLOCK WITH
112' RNA X B' IJNG AR R TIF
BOTTOM & MIDPOINT RAX. 6' FROM END
L
III. IF 11
B' CHU—/
\_—PRESSLRE TREATED Ix
WDDIIIV 80 ANCHOR TO
15 VERTICAL (imm
CELLS PER PLAN
MASONRY VM 1/4 RNA X 2112'
TAPCONS 24' OD,
(SEE MANUFACTURER SPECSJ
Nominal
Clear
Span
C NCREIE SILL BELOW
WIND❑W
JAMB 8N CMU
KT.S,
SAW DOOR
PRESSURE TREAD
Y2 TROT
EL.7'-8'
T` ❑P CMU
WALL
EL. -4'
F.F.E,
8' CMI J
# 5 VERTICAL MU CIC
CELLS PER PLAN
GARAGE DOOR JAMB 8" CMU
KT&
XISTING ROOF
XISTING ROOF
EXISTING WALL
Total Allowable Superimposed Load
- Pounds Per Linear Foot
U -Precast Lintel
(84X84)
U -Precast Lintel
(84X16" composite)
Mark o,
Nominal
Clear
Span
Total
Lintel
San
No Fill
No STEEL
Filled
(1)#5
A
Filled
(2)#5
B
Filled FIRed
(145 T&B (1)#5T(2)#5B
C D
Filled
(2)#5 T & B
E
L-2
L-3
L-4
L-5
L-6
L-7
L-8
L-9
L-10
L-11
L-12
L-13
L-14
L-15
L-16 (P,S,)
L-17 (P,S,)
L-18 (P,SJ
L-19 (PIS,)
L-20 (P,S,)
L-21 (P,SJ
L-22 (P.S,)
116#
212'
218'
312'
4'0'
416'
512'
612'
710'
8'0'
912'
1010'
11'2'
1210'
12'8'
13'4'
14'0'
16'0'
18'0'
18'8'
20'8'
22'8'
3'6'
410'
416'
5'4'
5'10'R-45--2577
6'6'
7'6'
814'
914'
10'6"989
11'4'
12'6'
1314'
14'0'
14'8'
15'4'
174'
19'4'
20'0'
21'4'
24'0'
6191
5
8122
7980
8199
12867
2235 3351 6790 715
8871
3466 4383 4538 696F
7178
2917 3686 3817 5772 5902
6033
3010 4
475
2669 0
4212
2167
353
1484 1865 1932
3042
1304 1636 1696
2666
1138 1425 1476 2267
2319
1236 1281 1918 1936
2009
904 1128 1170
1832
807 1004 1042 55 151
1628
749 931 933 1438 1473
1507
708 783 1 784
1421
548 760 765 395
1512
491 687-- 681
1437
332 521 523 1153 1197
1250
233 406 408
1104
208 376 377
1063
186 302 303 880 913
954
111 237 1 239
801
Note:
LJJ W
Z
(P,S,) represent precast lintels prestressed using
(2) 7/16' Diameter Prestressing Strands.
C�
Z
UNzNm
00 I 1
Total Allowable Superimposed Load
- Pounds Per Linear Foot
2"
Recessed
Door Headers
(8"X64 (8°X144 Com Osite)
Mark
No
Nominal
Clear
Span
Door
Size
Width
No Fill
No STEEL
Filled Filled
(1>15f(145B (0)§5B4OA5T
A B
Filled
(145RIM58
C
Filled
(1350,(2)#5T
D
D-1
D-2
D-3
D-4
D-5
D-6
D-7
D-8
D-9
2'-4'
2'-8'
2'-10'
3'-0'
3'-4'
4'-4'
T-4'
6'-4'
8'-4'
2'-0'
2'-4'
2'-6'
2'-8'1952
T-0'
4'-0'
5'-0'
6'-0'
8'-0'
2612
3917
7980
8199
8426
2235 3351 6790 715
7168
2084 3125 6320 6539
6642
2927 6018 6124
6288
1732 259 5391 5432
5631
1292 1937 956 4049
4198
1076 1569 3138 3267
3340
642 1367 2650 2755
2855
736 1 1051 2026 1 2078
2130
GENERAL NOTES
1. ALL LUMBER TO BE #2 syp EXCEPT STUDS AND WALL
PLATES USE #2 SPF MAX. M.C. OF 19% EXTERIOR LUMBER AND
LUMBER IN CONTACT WITH CONCRETE TO BE PRESSURE
TREATED.
2. EXTERIOR WINDOWS AND GLASS DOORS
MUST MEET THE REQUIREMENTS OF R-612-1
OF THE FLORIDA RESIDENTIAL BUILDING CODE
2010 EDITION
R-612-1 EXTERIOR WINDOWS AND GLASS DOORS
R-612-6 TESTING AND LABELING. EXTERIOR WINDOWS
AND GLASS DOORS SHALL BE TESTED BY AN APPROVED
INDEPENDANT TESTING LABORATORY, AND BEAR AN AAMA
OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE
MANUFACTURER, PERFORMANCE CHARACTERISTICS AND
APPROVED PRODUCT EVALUATION ENTITY TO INDICATE
COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING
SPECIFICATION:
WINDOWS—ANSI/AAMA/NWWDA 101/IS2 2/97
3. WEATHER PROTECTION:
A.) ALL FRAMED CONSTRUCTION EXPOSED TO EXTERIOR
TO HAVE A VAPOR BARRIER
INSTALLED BEFORE WALL FINISH IS APPLIED.
B.) ALL ROOF DECKS SHALL BE COVERED WITH
APPROVED ROOF COVERINGS IN ACCORDANCE
WITH CURRENT FLORIDA BUILDING CODE. ROOF
ASSEMBLIES SHALL BE INSTALLLED IN
ACCORDANCE WITH THIS CODE AND THE
APPROVED MANUFACTURER'S INSTALLATION
INSTRUCTIONS SUCH THAT THE ROOF ASSEMBLY
SHALL PROTECT THE BUILDING AND STRUCTURE.
C.) FLASHING TO BE INSTALLED TO PREVENT MOISTURE
FROM ENTERING THE WALLS AND ROOFS THROUGH
COPINGS, THROUGH MOISTURE PERMEABLE
MATERIALS, AND AT INTERSECTIONS WITH PARAPET
WALLS OR OTHER PENETRATIONS THROUGH ALL ROOF
PLANES.
USE METAL FLASHING WITH GALV. G90 26 GA.
STEEL AND INSTALL AT WALL AND ROOF
THROUGH JOINTS IN COPINGS, THROUGH MOISTURE
PERMEABLE MATERIALS, AND AT INTERSECTIONS,
WHEREVER THERE IS A CHANGE IN SLOPE OR
DIRECTION AND AROUND ALL ROOF OPENINGS. ALL
METAL FLASHING SHALL BE CORROSION RESISTANT
AND THICKNESS TO BE NOT LESS THAN DESCRIBED
IN FLORIDA BUILDING CODE TABLE R903.2.1
FLASHING NOT REQUIRED AT HIP AND RIDGE JUNCTIONS.
4. ROOF VENTILATION:
ROOF VENTS TO BE PLACED A MIN. OF 3' ABOVE VENTILATED
SOFFITS.
ALL SOFFITS AT EAVES TO BE VENTILATED. FOR EVERY 300 S.F.
OF ATTIC THERE IS 1 S.F. OF ROOF VENTING.
EXISTING FILLED
OR RETRO FIT CELL
lad
5/8' STUCCO OVER CMU
7/8' STUCCO W/WIRE
LATH ON FRAME
LEFT ELEVATION
2500 PSI CONIC. FILL
(CONCRETE PLACED IN FIELD)
SEE SCHEDULE FOR STEEL REINFORCEMENT
AND TIE BEAM ABOVE
Yw
rl STD 180D HOOK @ EACH END OF
STIRRUP W/2 1/2' LEG EXTENSION
PAST BEND• (TYP)
7/32' STIRRUPS AT 4'-0' c -c
(TIED OR WELDED)
qES1
1. MINIMUM COVERAGE OF STEEL - 1,5'
2. MIN. BEARING REQUIRED AT EA, END - 4'
U -TYPICAL LINTEL SECTION
PRECAST CONCRETE
FLORIDA PRODUCT APPROVAL I FL. 158-R1
W/ 2005 REVISION
GENERAL NOTES
1) CODESf
1.1 FLORIDA RESIDENTIAL BUILDING CODE 2010•
1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-98),
1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR
BUILDINGS AND OTHER STRUCTURES (ASCE 7-05)•
2) CONCRETE,
21 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS,
2,11 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI
21.2 PRE -CAST W/PRESTRESS REINFORCEMENT - 5000 PSI
213• CONCRETE FILL (PLACED IN FIELD) - 2500 PSI
22 REINFORCING BARS,
2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE
2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315,
2S CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
3) MASIINRYi
31 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION
O THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530.
32 MINIMUM MASONRY UNIT STRENGTR f'm 1250 PSI.
3.3 MORTAR SHALL BE TYPE S.
4) STRUCTURAD
41 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8'
(WITH A MINIMUM ACCEPTABLE BEARING OF 4' PFR SECTION 210131
If THE 2006 EDITION OF THE FLORIDA RESIDENTIAL BUILDING CODE)
5) CONTRACIURi
51 CONTRACTOR/MASON TO VERIFY ALL LINTEL SPANS PRIOR
TO ORDERING/ INSTALLATION
6) CONTRACTOR
61 ENGINEER OF RECORD MUST BE NOTIFIED FOR REVIEW IF GARAGE
LINTEL IS LESS THAN 8X16 COMPOSITE
NOTE, EXTRA TIE BEAMS OR COURSES
BETWEEN LINTEL AND TIE BEAM
POURED SOLID ARE ACCEPTABLE
A SINGLE SOLID FILLED LINTEL OF THE SAME LENGTH
MAY BE USED TO SEPARATE DOORS AND WINDOWS
FROM TRANSOM ABOVE, TOP PRECAST TO BE
SIZED PER PLAN
TIE NEW CMU WALL TO
EXISTING CMU WALL WITH
#5 BARS AT 48'o/c MAX,
6'FROM TOP OR BOTTOM
6' EMBED WITH EPDXY
CONC, SLAB
1
REVISIONS
2
EXIS
ING CONC, SLAB
4
& FOUNDATION
5
6
7
8
9
DRILL HOLE
W/EPDXY
6"
PROPOSED
FOUNDATION
2#5 BARS @
24' LONG
#54 BARS
CONT.
MIN, EMBEDMENT
o 00
NEW
FOOTING AND WALE
TO
EXISTING CONNECTION
J
W W
1
REVISIONS
2
3
4
5
6
7
8
9
10
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DRAWN:
N.A.
REVISED:
K. E.
SCALE: „_ 1 ,—o„
DATE' 04-14-13
SHEET
2
2
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