3830 Loon Ln 18-1472 (A) NEW SFHa CITY OF SANFORD
i BUILDING & FIRE PREVENTION
PERMIT APPLICATION
��'�
`V� Application No:
Documented Construction Value:
Job Address: 3830 Loon Lane Sanford 32771 (Lot 105) Historic District: Yes ❑ No ❑
Parcel ID: 17-20-31-502-0000-1050 Residential❑X Commercial ❑
Type of Work: New 0 Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Worlc: Construction of new single family residence
Plan Review Contact Person: Michelle Parkjson Title: Permitting Manager
Phone: 407-529-3135 Fax: Email: mparkison(c)parksquarehomes.com
Property Owner Information
Name Park Square Enterprises LLC Plione: 407-529-3000
Street: 5200 Vineland Rd Suite 200 Resident of property? : No
' City, State Zip: Orlando, FL 32811
Contractor Information
Name Park Square Homes/ Vishaal Gupta. Pholte: 407-529-3000
Street: 5200 Vineland Rd Suite 200 Fax: 407-529-3001
City, State Zip: Orlando, FL 32811 State License No.: CRC1330351
Architect/Engineer Information
Na.,: Michael Thompson Phone: 407-734-1450
Street: PO Box 580937 Fax:
City, St, Zip: Orlando, FL 32858 U, -mail: dbec@engineer.com
Bonding Company: Mortgage Lender:
Ad d ress: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENTNIA1' RESULT IN YOUR
PAYING TNVICE FOR IMPROVEMENTS TO YOUR PROPER'L'Y. A NOTICE OF COINIMENCENIENT MUST BE
RECORDED AND POSTED ON TILE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards oC all laws regulating construction
- in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
VBC 105.3 Shall he inscribed with the date of application and the code- in effect as of that dale: 5°1 Ediliou (2014) Florida Building Code
Reviscd: June 30, 2015 Permit Application
REVISION
Revision IX City of Sanford
Response to Comments ❑ OCT 0 9 2018 Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email. building@sanfordfl.gov
Permit it 18-1472 Submittal Date 10.08.18
Project Address: 3830 Loon Lane (Wyndham Preserve lot 105)
contact: Michelle Parkison
Ph: 407-529-3135 Fax:
Email: mparkison(@parksquarehomes.com
Trades encompassed in revision:
❑ Building
❑ Plumbing
❑ Electrical
❑ Mechanical
❑ Lite Safety
❑ Waste Water
General description of revision:
Added Drop Header Detail at Kitchen
ROUTING INFORMATION
Department Approvals
❑ Utilities
❑ Waste Water
❑ Plamling
❑ Engineering
❑ Fire Prevention
w ❑ Building
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29'-0"
45'•0"
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First Floor Plan A CJl
(Standard)
SCALE: 1/8" = 1'-0" (11x17) 1/4" = T-0" (2204)
i
12" TOP
4'-8" 3.0.. 9'4' EXT. 3'-0"
9'•4" 16" DROP
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FRAME 34112"
KNEEWALL Kitchen
BELOW 36"
BARTOP 9'•4" CLG.
ISLAND @ 36" HT.
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16"DROP -- ------
HD HDR. 8, D DROP
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DropHeader Detail
SCALE: 1/8" = 1'-0" (11x17) 1/4" = 1'-0" (22x34)
' O N
5. PROVIDE RECESS H&C WATER W/ DRAIN @ WASHER OU
SPACE.
LL
6. VENT DRYER THRU EXTERIOR WALL U.N.O. : (D
U) (n
7. PROVIDE COLD WATER LINE FOR ICE MAKER LINE @ 6 C (0 O -
REF. SPACE. >L- pj
N
8. SAG RESISTANT DRYWALL ON ALL CEILINGS. (0 CNO O O
)
9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. N C: I` O
10, REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL O E
SHEETS FOR EXTERIOR WALL FINISH SPECS. W X
Qa �
11. REFER TO DETAIL SHEETS FOR FLASHING ot�
REQUIREMENTS AT ALL WOOD TO MASONRY
INTERFACES. Z
a� z
12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 2" IL
U.N.O. E
0
13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 z" z
U.N.Q. 0 0
�W
14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. w u
•• ALL IN -F. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. o
pw
15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH o
HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR
MORE SHALL BE CONSIDERED SHEAR WALL SWS = o a
SHEAR WALL SEGMENTS. ow
CD
16. OPENING BETWEEN GARAGE AND RESIDENCE SHALL U N
BE EQUIPPED w/ A 20 MIN. FIRE RATED SOLID WOOD o
OR HONEYCOMB CORE STEEL DOOR NOT LESS 'THAN o � � '
1 3/8" THICKNESS AS PER FBC-R302.5.1. o M
17. INSTALL 5/8" TYPE X DRYWALL ON GARAGE CEILING o Va
BENEATH HABITABLE ROOMS (TYP.) < a
18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 z z -0 O LL_
M.P.H. �„ �` _j -Lj
O
19. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING OL ' M `2
DEVICES INSTALLED. < uM r
Q % r -i
20. ALL OPERABLE WINDOWS LOCATED MORE THAN 72" 0 1*
ABV. SURFACE BELOW SHALL HAVE THE LOWEST w 4-'
PORTION OF WINDOW CLEAR OPENING A MIN. OF 24" J
ABOVE FINISHED FLOOR BEING SERVER PERLL-
c
(FBC-R312.2). Lil �L
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21. ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER F o
BUILDER/ CLIENT -;V)
c
22. 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE a Q
OF WALL TO UNDERSIDE OF DECKING 0 p
C
s
LJLn Cr
a_ CD
DOOR NOTE KEY z "�'0 N
Ln
w' a M
DOOR SIZE CALLOUT: a O cn L% CD
20 = 2'-0" 40 B.F. = 4'-0" BIFOLD- o LJ)
= 2'-4" 50 B.F. = 5'-0" BIFOLD '2 Q
RECORD COPY 26 = Z-6" 60 B.F. = 64" BIFOLD O c
28 = 2'-8" s4-1
30 = T-0" a m Q Lu Ln O [-
WINDOW NOTE KEY: Lj
1�
o
WINDOW SIZE CALLOUT: o
,,,NG 2040 = 2'-0" X 4' 0" o 1�
6 2050 = 2'4" x 5'-0" ao
SP,i1f URO 2060 = 2'-0" X 6'-0" y
0 ALL WINDOW CALLOUTS ARE MEASURED IN FEET & w
INCHES AS PER THE EXAMPLE TABLE ABOVE. ,u o
FpgFM
2 area Tabulations
8 4 7 Of
Living: s ISSUE DATE=01/2�/2018
V, o
Ld
0 - REVISIONS
1 st floor: 1,882 sf a o
2nd floor: 1,567 sf
g Total Living: 3,449 sf PROJECT: 17-0339 _
entry: 83 Sf r SCALE:- AS NOTED
sz
a z DRAWN BY, JML & JFT
covered lanai: 223 Sf DESIGNED BY: MJS
N
garage: 592 sf,
FLOOR PLAN
Total Area: 4,347 sf
02
0
i
GENERAL NOTES KEY:
THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR
EXCEED REQUIREMENTS OF THE (2017) FLORIDA
BUILDING CODE (6TH EDITION)
ABBREVIATIONS:
• 2- # OF DOORS.
• 2- # OF WINDOWS.
• MT - METAL THRESHOLD
• FR - FRENCH DOORS
• SL - SIDE LIGHT
• FG - FIXED GLASS
• TR -TRANSOM
• GB - GLASS BLOCK
• PKT - POCKET DOOR
• OBS - OBSCURED GLASS
• TEMP -TEMPERED GLASS
La
• SH - SINGLE HUNG
��-
• DH - DOUBLE HUNG
• HR - HORIZONTAL ROLLER
z"
• BP -BYPASS
+ BF - BIFOLD
--._ ---------
_.._TYP.
T P.- TYPICAL
Ltj
NOTE:
SPECIALTY WINDOWS/DOORS, FIXED GLASS
WINDOWS, AND TRANSOMS ARE NOTED ON
.`ya•• °° ��
NOTES:
1. CONTRACTOR TO
i
rG��w
VERIFY ALL DIMENSIONS ON JOB
SITE.
L_ �5"v .
o O O
nW , H cra
EuIQ 0�
2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM
o
CALCULATED DIMENSIONS ONLY. ANY
c;�'
DISCREPANCIES OR ERRORS TO BE REPORTED
PROMPTLY TO SUPERVISOR FOR CLARIFICATION.
it & ®•d�°°�°•'�►�
✓,✓
P�(�NN
3. MECHANICAL EQUIP. LOCATIONS WILL BE
DETERMINED BY COMMUNITY AND COUNTY CODES.
4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB
am
d'
PER CODE M307 2 & M1309 3
r
i
12" TOP
4'-8" 3.0.. 9'4' EXT. 3'-0"
9'•4" 16" DROP
CLG. HDR.
— -- — -T
cic.
�i — �- �- I---�,
/\LG. / / _— I DW. \
81.0.\ \
c
CLC./
lc DBL. SINK w/ �•
DISPOSAL
FRAME 34112"
KNEEWALL Kitchen
BELOW 36"
BARTOP 9'•4" CLG.
ISLAND @ 36" HT.
Lj(TYP.) L
16"DROP -- ------
HD HDR. 8, D DROP
HDR.
9,.4„ CLC. I CLG. .9._41.
CLC. 16" DROP CLC.
1'4" I 12'-8'• HDR. I 1-4
RANGE wl
F(OPT)
— ----. .. _ - -- r - ---- �� — -- --- i -- REF'- - -- -{-
o F
DropHeader Detail
SCALE: 1/8" = 1'-0" (11x17) 1/4" = 1'-0" (22x34)
' O N
5. PROVIDE RECESS H&C WATER W/ DRAIN @ WASHER OU
SPACE.
LL
6. VENT DRYER THRU EXTERIOR WALL U.N.O. : (D
U) (n
7. PROVIDE COLD WATER LINE FOR ICE MAKER LINE @ 6 C (0 O -
REF. SPACE. >L- pj
N
8. SAG RESISTANT DRYWALL ON ALL CEILINGS. (0 CNO O O
)
9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. N C: I` O
10, REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL O E
SHEETS FOR EXTERIOR WALL FINISH SPECS. W X
Qa �
11. REFER TO DETAIL SHEETS FOR FLASHING ot�
REQUIREMENTS AT ALL WOOD TO MASONRY
INTERFACES. Z
a� z
12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 2" IL
U.N.O. E
0
13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 z" z
U.N.Q. 0 0
�W
14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. w u
•• ALL IN -F. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. o
pw
15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH o
HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR
MORE SHALL BE CONSIDERED SHEAR WALL SWS = o a
SHEAR WALL SEGMENTS. ow
CD
16. OPENING BETWEEN GARAGE AND RESIDENCE SHALL U N
BE EQUIPPED w/ A 20 MIN. FIRE RATED SOLID WOOD o
OR HONEYCOMB CORE STEEL DOOR NOT LESS 'THAN o � � '
1 3/8" THICKNESS AS PER FBC-R302.5.1. o M
17. INSTALL 5/8" TYPE X DRYWALL ON GARAGE CEILING o Va
BENEATH HABITABLE ROOMS (TYP.) < a
18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 z z -0 O LL_
M.P.H. �„ �` _j -Lj
O
19. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING OL ' M `2
DEVICES INSTALLED. < uM r
Q % r -i
20. ALL OPERABLE WINDOWS LOCATED MORE THAN 72" 0 1*
ABV. SURFACE BELOW SHALL HAVE THE LOWEST w 4-'
PORTION OF WINDOW CLEAR OPENING A MIN. OF 24" J
ABOVE FINISHED FLOOR BEING SERVER PERLL-
c
(FBC-R312.2). Lil �L
W~
m
21. ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER F o
BUILDER/ CLIENT -;V)
c
22. 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE a Q
OF WALL TO UNDERSIDE OF DECKING 0 p
C
s
LJLn Cr
a_ CD
DOOR NOTE KEY z "�'0 N
Ln
w' a M
DOOR SIZE CALLOUT: a O cn L% CD
20 = 2'-0" 40 B.F. = 4'-0" BIFOLD- o LJ)
= 2'-4" 50 B.F. = 5'-0" BIFOLD '2 Q
RECORD COPY 26 = Z-6" 60 B.F. = 64" BIFOLD O c
28 = 2'-8" s4-1
30 = T-0" a m Q Lu Ln O [-
WINDOW NOTE KEY: Lj
1�
o
WINDOW SIZE CALLOUT: o
,,,NG 2040 = 2'-0" X 4' 0" o 1�
6 2050 = 2'4" x 5'-0" ao
SP,i1f URO 2060 = 2'-0" X 6'-0" y
0 ALL WINDOW CALLOUTS ARE MEASURED IN FEET & w
INCHES AS PER THE EXAMPLE TABLE ABOVE. ,u o
FpgFM
2 area Tabulations
8 4 7 Of
Living: s ISSUE DATE=01/2�/2018
V, o
Ld
0 - REVISIONS
1 st floor: 1,882 sf a o
2nd floor: 1,567 sf
g Total Living: 3,449 sf PROJECT: 17-0339 _
entry: 83 Sf r SCALE:- AS NOTED
sz
a z DRAWN BY, JML & JFT
covered lanai: 223 Sf DESIGNED BY: MJS
N
garage: 592 sf,
FLOOR PLAN
Total Area: 4,347 sf
02
0
i