2401 Stevens Ave 18-2128 (A) INTERIOR & EXTERIOR REMODELi
� CITY OF
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kKFO -. � �01� PI;ILM�(�l'..fl�PPl,�[C�l.`l'�(O1V
4 6
z;4'< BUILDING DIVISION `���"�(
Application No:
--
Documented Construction Value: $
Job Address: Historic District: Yes ❑ No
Parcel ID: 31 (f:� / Q Residential ;[!�F Commercial ❑
'Cype of Work: New Addition ❑ Alteration 15 -Repair ❑( Demo ❑ Change of Use ❑ Move ❑
Description of Work- Y'C-t
Plan Review Contact Person: cG�-Ce-��i�
Phone: LtC5- 24 -? --+-Y3 L — Fax: Email: Ck'j- k t n r�/•4-ct~s ���-C1 S J��1 NL
Name QLD( FL -I -S 1f
Property Owner Information
Phone:
r
Street 246 1 'S , eV k5AAS /\`JC1-'
City, State Zip: 's If -x1 /=C)P17 ( (:-
Resident of property? : &)
Contractor Information
Name
street: 3(("o 1 (.J( M -V) G CrkoiJ 'b
City, State Zip: L(Le- .� 4&VV - -I
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Phone: <�07.--2,c�-2. -t-0-3
Fax:
State License No.: (2,C4 32352-
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENTMAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE 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 of 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.
Revised: June, 2018 Permit Application
Revision El
City of Sanford
Response to Comments ❑ wilding & Fire Prevention Division
1' I� Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit # � � � �
/� �j
sUbmittal Date
0.
Project Address: `.1-� (A ��P ��P �n \ -Ak NO
Fal: _ LI ()-L1✓� l`7C-�
(qYA LC. N\
Trades encompassed in revision: General description of revision:
LI Building
❑ Plumbing
❑ Electrical
❑ Mechanical
❑ Life Safety
❑ Waste Water
ROUTING INFORMATION
Department Approvals
❑ Utilities
❑ Waste Water
❑ Planning
❑ Engineering
❑ Tire Prevention
r
❑ Building
3
Ell
STEVENS AVENUE
AREA (S.F.)
_ _ _
o
1,717.00 SF.
N00 03 1.6E 90100
I
I
1,717.00 SF. 1,717.00 SF.
ENTRY
rn
12.40 16.00
a ENTRY
248.00 SF.
I
I
I
I
Z F-
SHED
375.00 SF.
19.90
11234.00 SF. 1,234.00 SF.
1.717.00 SF.
z r-
2,951.00 SF.
109.00 SF. ----
41.20
CONCRETE DRIVE
422.00 SF. -•--
,
E3 3>
0
- 2.04%
CARPORT
502.00 SF. -----
4.13%
SHED
375.00 SF. -----
3.09%
CONCRETE WALKWAY
" EXISTING
1.90%
TOTAL IMPERVIOUS
I
z F9
PERVIOUS AREA
8,546.00 SF.
- 70.34%
RESIDENCE
-100-00%
co
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.2'-0
11.40
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18.50
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23.70
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�-7-•�
1-1 t
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CARP[7R7CJNC
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,
F
71
LIVING
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Q23.70/
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SHED
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LOT 1
BLOCK 12
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U)
TAPCON ANCHORS
(SEE NOTE 1)
STUCCO
(BY OTHERS)
CAULK
(SEE NOTE 6)
CAULK
(SEE NOTE 4)
H
O
O
C�
(Sl
CAULK
(SEE 1-11 1 L V)
SITE PLAN Z
Scale: 1:16
CAULK
(SEE NOTE 3)
ONE BY WOOD
BUCK
(BY OTHERS)
SHIM
(SEE NOTE 2)
.HEAD
fri
ILL
DESCRIPTION
AREA (S.F.)
FIRST FLOOR. LIVING ------
1,717.00 SF.
TOTAL LIVING AREAS
1,717.00 SF. 1,717.00 SF.
ENTRY
109.00 SF.
PORCH
248.00 SF.
CARPORT
502.00 SF,
SHED
375.00 SF.
TOTAL NO LIVING AREA
11234.00 SF. 1,234.00 SF.
1.717.00 SF.
TOTAL ROOFED AREA
2,951.00 SF.
TABLE OF AREAS
12,_3"
DESCRIPTION
AREA (S.F.)
% OF
2S'-1"
A 1_x711
TOTAL
LOT AREA
12350.00 SF.
- 100%
ACTUAL
,_S1, �,, -I „ (ll_�,1
FIRST FLOOR. LIVING
1.717.00 SF.
- 14.13%
ENTRY
109.00 SF. ----
0.90%
CONCRETE DRIVE
422.00 SF. -•--
3.47%
PORCH
248.00 SF.
- 2.04%
CARPORT
502.00 SF. -----
4.13%
SHED
375.00 SF. -----
3.09%
CONCRETE WALKWAY
231.00 SF. -----
1.90%
TOTAL IMPERVIOUS
3.604.00 SF. ---
29.66%
PERVIOUS AREA
8,546.00 SF.
- 70.34%
TOTAL AREA
12,:150.00 SF.
-100-00%
AREA CALCULATIONS A_2
Scale: N.T.S.
TYPICAL WINDOW INSTALATION NOTES
1. INSTALL 3/16" DIA. TAPCON ANCHORS LOCATED
AS PER CHART TAPCON ANCHORS SMALL EMBED
1-1/4" MIN. INTO MASONRY.
2. SHIM AT TAPCON ANCHORS IF REQUIRED. SHIM NOT
TO EXCEED 1/4" MAX. THICKNESS
3. CAULK BETWEEN MASONRY AND WOOD BUCK WITH
SILICONIZED ACRYLIC CAULKING OR APPROVED
EQUIVALENT.
4. CAULK BEHIND HEAD AND JAMB FLAGS WITH
SILICONIZE:D ACRYLIC CAULING OR APPROVED
EQUIVALENT.
5. CAULK BEHIND SILL FLANGES WITH YULKEM 1 16
ADHESIVE CAULKING OR APPROVED EQUIVALENT
6. CAULK EXTERIOR PERIMETER OF HEAD, SILL AND JAMB
FLANGES WITH SILICONIZED ACRYLIC CAULING OR
APPROVED EQUIVALENT.
7. USE NEXT SIZE LARGER FOR SIZES NOT LISTED ON CHART.
8. USE #8 SCREWS IN FACTORY SUPPLIES INSTALLATION
HOLES WHICH
ARE NOT DESIGNATED FOR TAPCON ANCHORS,
THESE SCREWS SHALL EMBED 5/8"MIN.
INTO WOOD BUCK.
9. ALL ANCHORS, SCREWS, SHIMS AND CAULKING
BY OTHERS.
10. GLASS THICKINESS SHALL MEET THE
REQUIREMENTS OF ASTM EI 300 A
11. WINDOW ATTACHMENT
INSTALLATION IS THE RESPONSABIL.ITY
OF THE BUILDER/CONTRACTOR ,
AS PER THE PAR.TIC ULAR WINDOW
MANUFACTUR'S DESIGN REQUIREMENTS
& MUST BE SIGNED & SEALED
BY A LICENSED ENGINEER.
SECTION 1606.2 OF THE FLORIDA CODE.
12. THE TABLE OF COMPONENT &
CLADDING DESIGN PRESSURES
SHOW ON THIS SHEET ARE TO BE
USED AS FOR PROPER WINDOW
DESIGN CRITERIA FOR UP B
TO 140 M.P.H.WIND GUSTS OF AS VIEWED
3 SECOND DURATION. FROM EXTERIOR
2
TYPICAL WINDOWS MSTALATION NOTES A-2
Scale: N.T.S.
C D E
531-411
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cn9f-411 21-611
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RECORD COf')'
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EXISTING
EXISTING FLOOR PLAN
Scale: 1/411 = 1'-0"
JUU ' Ur" U7 - L
12,_3"
16'_0"
2S'-1"
A 1_x711
31_l�11
A 1_Q„
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10'-11"
FRONT PORCH
0 �
,_Q1, 3,_p„
31_11, 3,_01, 31_5,1
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3' p„
Q �
.2'-0
KITCHEN
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BEDROOM �,
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14'-1011
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LIVING
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BATHROOM
`•
x'10' -11t1
181-211
10'-8"
11'_3„
LAUNDRY
DINING
x.,_01, � 1 iry
5'-10"
6'-0"
6'-8"
°
MASTER BEDROOM
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BATHROOM
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BACK PORCH
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CARPORT
CARPORT
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Job Number: 37/18
Date: 03/26/2018
Project Director:
Ricardo Lopez
Checked by: JEE