HomeMy WebLinkAbout270 Clydesdale Cirrr m. JAN
uy f/
tr'. .
_,'
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: /) ` j
Documented Construction Value: $ �4), (')(�0
Job Address: 2 -7 0 0 t F C - (A t (`��g� � Historic District: Yes ❑ No
Parcel Ill: ResidentialWr Commercial ❑
Tyne of Work: New Er, Addition ❑ Alteration ❑ Repair ET Demo ❑ Change of Use ❑ Move ❑
Description of Work: 12..E t'`( --,(:, 1.
Plan Review Contact Person` Title: Wo -(a ('f)Arl�f�C•T
Phone: iJ�7- ► ! ' CO CFax: Email:
\ i Property Owner Information
Name �c>1�'N kpp,) ��PS i t� 0 S �, Z Phone: *-7-2-72'- jc)6S
Street: ? 1Lt t� C S'r I:L. (, (, Resident of property? G�
City, State'Zip,; � I561 ��' tiAI J,.., �r L `3 2 773 r
i:i� � ;ns � , s,r t •. ..y
Contractor Information
Name t
(+ is c� GSC ;y �' lad CL) C- ; �� tJ L,� Phone:
Street: � ��� !2,Fax: _
City, State Zip: -', 32-7711 State License No.: ' 0 3 8 QC)
v
Architect/Engineer Information
Name: 1'�(•' i k) ( Y l' %1 �G%C "�� Phone: `37- `� A�� 31
Street: 30\ P 1 !✓M a c r :•ice: ! ►t - Fax: Le i r C� L. -3770
city, st, zip: € C �; 1t�C�, . C d >�y E-mail,:
Bonding Company` Mortgage Lender:
Address:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE"OFCOMMENCEMENT MUST BE
RECORDED,_AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
•FINANCM, `CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
ApplrcaEion ts`heieby bride to obtain ti permit to do the work t itd instalkati6tis its indicated. 'l ee tily that no wmk or installation has
eoin nenced prior.to the issuance of a hermit and that all work will be performed.to meet standards of all laws regulating coustruotioit
in this iuris(iidtion: I understand that a` separhte° licrniit rust be secured for electrical work, plumbing;signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FSC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code
Revised: June 30, 20t5 Perniit Application C r_�Qq
II V V II
I DRILL AND EPDXY 6" INTO
EXISTING C.M.U. WALL W/ �•
I -0" FINISH FLOOR ELEVATION #5 BAR 18" FOR CONNECTION I
Lw TO NEW C.M.U. WALL.:,..
4" CONCRETE FLOOR SLAB W FIBER
MESH OVER 6 MIL VAPOR BARRIER
1-611 I PROVIDE CLEAN OUT HOLES ON CLEAN COMPACTED FILLL TREATED FOR
__4 t I
FOR INSPECTION @ALL . SUBTERRANEAN TERMITES
REINFORCED FILL CELLS „ I ■
® I -4 BLOCK CELL FILLED Wl
CONCRETE AND 1 #5 0
1 DOWEL LAP MIN 25" TO I N
1 #5 VERTICALUP TO
® INDICATES #5 VERT/ FILLED TIE BEAM (T)'PICAL)
■ I I ■
I I
L_- -------- ------ ----------------------------.•.--J
.Y • �'� - \ ..
8 ice"
6'-10" 4'-011 9'-2" 9'-211 4'4" 6'-10"
IFFle
401-011
FOUNDATION PLAN
SCALE: 1/4 . 1
v $ii -0" FINISH FLOOR ELEVATION v
I
I EXISTING DOOR TO REMAIN I I
I
I
0 0 ( o
CV IT
,-PROVIDE 8,000 B.T.U. HEATING
AND COOLING UNIT
314" '-0" T -0"x °-0" v
3'-0"x '-0" 3'-0" -0"
� z
Co 0
1
6'-1017 414" 91-21'
9'-211
4'_0"
61-10"
401-011
PROPOSED FLOOR PLAN
SCAM 1/4� - - - EXISTING C.M.U. WALL
■ PROPOSED 8" C.M.U. WALL
V 2"x8" LEDGER BOARD ATTACHED W/ PROVIDE METAL FLASHING W/ v I I
I GALV. 411x1/4" LAG SCREWS @ 32" O.C. WI WATERPROOF SEALANT I I
) I
I
U
C5
T Ln
0
U-
0
I c
J- I
1/2" SHEATHING EXPA
PROVIDE ROOF VENTS ----PROVIDE "SIMPSON" H10.A
HURRICANE CLIPS @ EACH ROOF RAMING PLAN
ROOF JOIST @ 16" O.C.
gm Ile -
'o
CV
4" CONCRETE FLOOR SLAB WI FIBER MESH
RECESSED 3/4" OVER 6 MIL VAPOR BARRIER
ON CLEAN COMPACTED FILLL
"
F. F. 0'-0" 41
F. -6°, r
1211 MIN '
VAPOR BARRIER
(2) #5 REBAR CONT.
FOOTING SECTION
SCALE: 1/2" - 1'-0"
CPRE -ENG ROOF TRUSSES @ 24" O.C.
II 1/2" PLYWOOD SHEATHING EXP. 1
II II II
I II II II
I I I I II D RING SHANK
NAILS @ 12" O.C.
FIELD
8D RING SHANK
NAILS @ 4" O.C.
AROUND EAVE EDGES
AND 6" AROUND OTHER EDGES
ROOF DECK NAILING PATTERNS
SCALE: N.T.S.
ELECTRICAL SYMBOLS
BLOCKING
"SIMPSON" H2.5AZ HURRICANE CLIPS
@ EACH END OF 2110" STUDS @ 16" O.C.
FOR GABLE END INFILL
110V OUTLET
WP
WATER PROOF OUTLET
WALL MOUNT LIGHT
SWITCH
OCEILING FAN W/ LIGHT
0
�n_
RAMED 2"x4" P.T. TOP CHORD
-
�2"x4" STUDS 16" O.C.
DESCRIPTION: LOT 24, BAKERS CROSSING
IF
THE PLAT THEREOF,
112" HARDIE BOARD SHEATHING
IN PLAT BOOK 62, PAGES 97
II
SEMINOLE COUNTY, FLORIDA.
D RING SHANK NAILS @ 12" O.C.
QLu
II
I II
INTERMEDIATE
S8903346"E
II II
I
8D RING SHANK
II I I
I
NAILS @ 6" O.C.
II II
I
AROUND EDGE
II III
_11 _ ll�
I 2"x4" P.T. BOTTOM PLATE
SHEATHING
FASTENING DETAIL
-S.-
END FENCE
N. 1.9', W. 0.1'
N7.
ELECTRICAL SYMBOLS
BLOCKING
"SIMPSON" H2.5AZ HURRICANE CLIPS
@ EACH END OF 2110" STUDS @ 16" O.C.
FOR GABLE END INFILL
110V OUTLET
WP
WATER PROOF OUTLET
WALL MOUNT LIGHT
SWITCH
OCEILING FAN W/ LIGHT
0
�n_
n N
V
DESCRIPTION: LOT 24, BAKERS CROSSING
PHASE 2,• ACCORDING TO
THE PLAT THEREOF,
AS RECORDED
IN PLAT BOOK 62, PAGES 97
THROUGH 99, PUBLIC RECORDS OF
SEMINOLE COUNTY, FLORIDA.
C�2
QLu
%
TRACT L2
S8903346"E
50.00'
� r
MAGNOLIA CLUB
0
(�
PLAT BOOK 67, PAGES 75-79
'
BRICK WALL
0
LU
to
END FENCE
N. 1.9', W. 0.1'
RECOVERED
1/2- IRON
RECOVERED
1/2" IRON
END FENCE
N. 1.6', E. 0.4'
CL
0
A.S.M. LB 6393 A.S.M.
LB 6393
D-
0
w
U
z
w
j>
d
WzW
oL
U
�
FENCE CORNER
b
40.0' �
PROPOSED
o
� j
W. 0.3'
N
FLORIDA ROOM
40.0'
n N
0
'
0
Q
C�2
QLu
%
C)
� r
U
0
(�
w
'
0
LU
to
LL.
0
a°
CL
0
N
U
D-
0
FENCE CORNER
E. 0.2'
W ❑-
QQ V�
LOT 23 �IO U LOT 25
0 LOT 24
w
01 [� i 2 STORY - a 0) N
Ili O °] Ki CONCRETE BLOCK rri N 0)
;V N RESIDENCE i c In O LEGEND:
O �..- 0 #270 O Cq WATER METER
(n ¢ 0
TELEPHONE RISER
5.4WATER Q) STORM DRAINAGE INLET
>i•:'� .2'
5 18.4'% ��'� 13.4'i 5.0' SOFTENER
0 CLEANOUT
-:1.4' 1.4-
10.0' PLATTED
BRICK UTILITY -EASEMENT
RECOVERED PAVER
_ __ ______ 1/2" IRON DRIVE N '1 q
---------------N89'36'15"W--- 5. 0.2'- --------- -- --RECOVERED--------- ------ -- -
1/2 IRON N89'36'15
"W'°`'
50<00' ® A.S,M. LB 6393 JOS V�
-- -sl�[Cn S. at' E. 0.2' -- 50.00' -- ---- '�-
CONCRETE SID LK
�„
CONCRETE ., P +O ► ��.11 Ir?� Lti%
APRON
25.0' 25.0' (4 L40 \
N89'36'15"W 50.00' Mee
CLYDESDALE
25.0' Q W 25.0'
CIRCLE
v
W
v I
RECORD COPY '
REVIEWED FOR CODE COMPLIANCE
CODEDATA PLANSEXAMINER
1. DESIGN PER 2014 FLORIDA BUILDING CODE RESIDENTIAL ROOF: LIVE LOAD 20LBS
2011 NATION ELECTRICAL CODE DEAD LOAD 17LBS ,- `
DATE
TOTAL LOADS: 37LBS
2. WIND LOAD = "V" =139 M.P.H.
3. WIND EXPOSURE: (B) c'
,,AIFORD E31.lILDIN �2
4. RISK FACTOR II ENCLOSEDr ONSTRUEDTO BEA
RMt f IS UED SHALL BE G r'
f- I
ALLEN
ARTHUR
ARCHITECT
LIC. # AR0002831
301 N. Fem Creek Ave.
Orlando, Florida
32803
PHONE: 407-896-6711
FAX: 407-896-3770
[-a] [e -I [a-]
A PE tooLICENSETOPROCEEDWITHTHEWORKANDNOTAS '
NUMBER OF STORIES: ONE
** AUTHORITY TO V100, E, CANCEL, ALTER OR SET
BUILDING CATEGORY: RESIDENTIAL
ASIDE ANY OF THE PRUVI510N5 OF'fE-►E TECHNICAL 2, �
CODES, NOR SHAD; ISSUANCE OF A PERMIT PREVENT �.J DRAWN: LEROME GRANGER
THE BUILDING OFFICIAL FROM THEREAFTER PRaecr No:
WINDOW DESIGN WIND PRESSURES= ENTRY DOORS= REQUIRING ACORRECTION OF ERRORS IN PLAN.,
ALL SIZES: POSTIVE PRESSURES OF 31.6 P.S.F. ALL SIZES: POSTIVE PRESSURES OF 37.0 P.S.F. CCNSTIiUCTION OR vlolAnorls aia THIS f;aDE ' DATE: 04-10-16
NEGATIVE PRESSURES OF 39.8 P.S.F. NEGATIVE PRESSURES OF 44.0 P.S. F, '' CHECk FDR:
1 ) ��� CHECKED:AEA
2.) FOUNDATION:
2.1 FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL PRESSURE OF 2,000,-P.S.F. AND SHALL' B I ERIFIE BY THE CONTRACTOR
PRIOR TO THE START OF CONSTRUCTION.
2.2 NOT USED
2.3 SOIL SHALL BE COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY.' ^.
3. CONCRETE: +
3.1 STRUCTURAL CONCRETE SHALL CONFORM TO AND SHALL DEVELOP THE FOLLOWING
MINIMUM COMPRESSIVE STRENGTH: clo
FOOTINGS: 2,500 P.S.I.;
SLAB:- 2,500 P.S.I.
FILLED CELLS: 3,000 P.S.I.
3.2 REINFORCING BARS: ASTM A615, GRADE 40
3.3 PROVIDE THE FOLLOWING COVERAGE OVER REINFORCING: rFRf^U �' `""•}
FOOTING BOTTOM AND UNFORMED EDGES - 3" CLEAR
rlNC�,�'ar3.4 EARTH SUPPORTED SLABS, INCLUDING EXTERIOR WALK AND DRIVEWAY SLABS), 4" THICK REINFORCED WITH FIBER MESFI3.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. �PARI,` Q
3.6 LAP SPLICE SHALL BE AS FOLLOWS, #5 REBAR 25", #4 REBAR 20", #3 REBAR 15". _ 9 ;� S. ®
�6 •
z 0.
4.)WOOD: 0
4.1 WOOD FRAMING STRUCTURAL MEMBERS, #2 SOUTHERN YELLOW PINE (UNLESS NOTED OTHERWISE) WITH AN ALLOWABLE BENDING ILL 0 ._.J
STRESS Fb=1250 P.S.I. AND A MODULES OF ELASTICITY= 1,600,000 P.S.I. (DOES NOT INCLUDED INTERIOR NON LOAD BEARING STUD U -
WALLS. )
4.2 ALL EXPOSED WOOD IN CONTACT WITH EARTH SHALL USE #2 -.40 PRESSURE TREATED WOOD ,AND`'"ALL' WOOD IN CONTACT WITH
CONCRETE AND/OR' C.M.U. BLOCK WALL SHALL USE #2 -.25 PRESSURE TREATED WOOD.
4.3 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTRACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDE,`AT,'BEARING LOCATIONS A .1/2
WITHOUT WOODEN TOP PLATES.
5.)TERMITE:
5.1 TERMITE TREAT BUILDING AREA +5-0" PER SECTION R318, 2010 FLORIDA BUILDING CODE, RESIDENTIAL ;
0
0
QLu
C)
� r
U
0
(�
0
w
0
LU
to
LL.
0
a°
CL
0
0
U
D-
0
A PE tooLICENSETOPROCEEDWITHTHEWORKANDNOTAS '
NUMBER OF STORIES: ONE
** AUTHORITY TO V100, E, CANCEL, ALTER OR SET
BUILDING CATEGORY: RESIDENTIAL
ASIDE ANY OF THE PRUVI510N5 OF'fE-►E TECHNICAL 2, �
CODES, NOR SHAD; ISSUANCE OF A PERMIT PREVENT �.J DRAWN: LEROME GRANGER
THE BUILDING OFFICIAL FROM THEREAFTER PRaecr No:
WINDOW DESIGN WIND PRESSURES= ENTRY DOORS= REQUIRING ACORRECTION OF ERRORS IN PLAN.,
ALL SIZES: POSTIVE PRESSURES OF 31.6 P.S.F. ALL SIZES: POSTIVE PRESSURES OF 37.0 P.S.F. CCNSTIiUCTION OR vlolAnorls aia THIS f;aDE ' DATE: 04-10-16
NEGATIVE PRESSURES OF 39.8 P.S.F. NEGATIVE PRESSURES OF 44.0 P.S. F, '' CHECk FDR:
1 ) ��� CHECKED:AEA
2.) FOUNDATION:
2.1 FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL PRESSURE OF 2,000,-P.S.F. AND SHALL' B I ERIFIE BY THE CONTRACTOR
PRIOR TO THE START OF CONSTRUCTION.
2.2 NOT USED
2.3 SOIL SHALL BE COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY.' ^.
3. CONCRETE: +
3.1 STRUCTURAL CONCRETE SHALL CONFORM TO AND SHALL DEVELOP THE FOLLOWING
MINIMUM COMPRESSIVE STRENGTH: clo
FOOTINGS: 2,500 P.S.I.;
SLAB:- 2,500 P.S.I.
FILLED CELLS: 3,000 P.S.I.
3.2 REINFORCING BARS: ASTM A615, GRADE 40
3.3 PROVIDE THE FOLLOWING COVERAGE OVER REINFORCING: rFRf^U �' `""•}
FOOTING BOTTOM AND UNFORMED EDGES - 3" CLEAR
rlNC�,�'ar3.4 EARTH SUPPORTED SLABS, INCLUDING EXTERIOR WALK AND DRIVEWAY SLABS), 4" THICK REINFORCED WITH FIBER MESFI3.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. �PARI,` Q
3.6 LAP SPLICE SHALL BE AS FOLLOWS, #5 REBAR 25", #4 REBAR 20", #3 REBAR 15". _ 9 ;� S. ®
�6 •
z 0.
4.)WOOD: 0
4.1 WOOD FRAMING STRUCTURAL MEMBERS, #2 SOUTHERN YELLOW PINE (UNLESS NOTED OTHERWISE) WITH AN ALLOWABLE BENDING ILL 0 ._.J
STRESS Fb=1250 P.S.I. AND A MODULES OF ELASTICITY= 1,600,000 P.S.I. (DOES NOT INCLUDED INTERIOR NON LOAD BEARING STUD U -
WALLS. )
4.2 ALL EXPOSED WOOD IN CONTACT WITH EARTH SHALL USE #2 -.40 PRESSURE TREATED WOOD ,AND`'"ALL' WOOD IN CONTACT WITH
CONCRETE AND/OR' C.M.U. BLOCK WALL SHALL USE #2 -.25 PRESSURE TREATED WOOD.
4.3 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTRACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDE,`AT,'BEARING LOCATIONS A .1/2
WITHOUT WOODEN TOP PLATES.
5.)TERMITE:
5.1 TERMITE TREAT BUILDING AREA +5-0" PER SECTION R318, 2010 FLORIDA BUILDING CODE, RESIDENTIAL ;
EXISTING PRE -ENG ROOF TRUSSES
EXISTING 2"x4" FRAMED WALL
PROVIDE METAL FLASHING W/
WATERPROOF SEALANT
2"x8" LEDGER BOARD ATTACHED W/
4"x1/4" LAG SCREWS @ 32" O.C.
"SIMPSON" LUS26 FACE MONT HANGER
` #5 CONNECTION BAR @ 24" O.C.
EXISTING FOOTER
HUILDINC SECTION
SCALE: 1/2" ® 1'-0"
TORCH DOWN ROOF OVER
OVER 75BLS BASE SHEET
1/2" SHEATHING EXP.1
"SIMPSON" H10.A HURRICANE CLIP
@EACH ROOF JOIST 16" O.C.
METAL DRIP EDGE OVER 1"x2" P.T.
OVER 1"x8" P.T. FASCIA BOARD
ROOF BEARING @ 8'-0"
VENTED SOFFIT
'--2"x6" DBL. TOP PLATE
WINDOW / DOOR HT. = 6'-8"
-1TINS ULATION
(3) 2"4" HEADERS
718" STUCCO FINISH OVER METAL
LATHE W/ PAPERBACK OVER HOUSE
WRAP OVER 112" SHEATHING EXP.1
OVER 2"x6" STUD @ 16" O.C.
PROPOSED WINDOW WI FLASHING
2"x6" BOTTOM PLATE W/ 6"x1/2"J-BOLT
/ 48" O.C.
/- #5 VERTICAL DOWEL @ 48" O.C.
/- 5/8" STUCCO FINISH
F.F. @ -4"
CONCRETE FOOTER W/ (2) #5 BARS CONT,
BI -TECH TORCH DOWN ROOF
OVER 751b BASE SHEET OVER -
1/2" SHEATHING EXP. 1 OVER
2"X6" ROOF JOIST @ 16" O.C.
ROOF BEA- .: f��liil'mi��i'mni�'Imii�il'mi��ii'm�'�ii'Iniii�i'Iniii�il'I�n
WINDOW HEADER •718" STUCCO FINIS! 1
„II
••
PROPOSED
A. ELEVATION
•
BI -TECH TORCH DOWN ROOF
OVER 751b BASE SHEET OVER
1/2" SHEATHING EXP. 1 OVER
12 2"X6" ROOF JOIST @ 16" O.C.
ROOF BEARING a@
0
z ;•. 7/8" STUCCO FINISH
LU
/8" STUCCO FINISH
PROPOSED LEFT ELEVATION
SCAl 1/40 - f -Q"
INO
/I I -
�' �6.1gg6
E pF FLO
k�AR0002,8821
e�E D p
ALLEN
ARTHUR
ARCHITECT
LIC. # AR0002831
301 N. Fem Creek Ave.
Orlando, Florida
32803
PHONE: 407-896-6711
FAX: 407-896-3770
r a-1 r e -j Fa
REVISIONS:
DRJM,M: LEROME GRANGER
PROJECT NO:
DATE: 04-10-1 B
ISSUED FOR:
CHECKED:AEA
A- 2/21
y
Q
®-j
EE
�
_Q
U
p
L-
J
Q�
C
d
Q
Lu
Cil
LL
(!)
O
W
d
d
0--
J
O
OZ
N
U)
REVISIONS:
DRJM,M: LEROME GRANGER
PROJECT NO:
DATE: 04-10-1 B
ISSUED FOR:
CHECKED:AEA
A- 2/21
y