HomeMy WebLinkAbout115 Magnolia Ave - M08-000568 (HVAC) (A)i
CITY OF SANFORD PERMIT APPLICATION
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Application #
Submittal Date: Grid j�'
Job Address:/,5/7�C/� �/� %}' Value of Work: $ /(1 d
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Parcel ID: Zoning: Historic District:
Description of Work: /? �/Y , Square Footage:
Permit Type: Building ❑ Electrical ❑ Mechanical Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑
Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑
Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential ❑ Commercial ❑
Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s):
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required)
......................... ...................... .......... ......... ............�.J�........................................
Property Owner: S �eP Contractor: /r �%rl!7) hy t /T �(� -SIme 111y -e
Address: Addres s:v��� �i�i- S%orl��l�—�/��
Phone: E-mail: Phone/oa �'22 ,:Wtate License Number � ���
Bonding Company: Mortgage Lender:
Address:
Arch itect/Engineer:
Address:
Plan Review Contact Person:
Address:
Phone: Fax:
Phone:
Fax:
E-mail:
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.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the pro rty of the requirements of Florida Lien Law; FS 713.
Signature of Owner/Agent Date Signature of Contractor/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owncr/Agent is _
Produced ID
APPROVALS: ZONING:
Special Conditions:
Rev 07.07
Personally Known to Me or
UTIL: FD:
Print Contractor/Agent's.Name,
4111411 �44/72 �S -
Sig nature of Nbf9&StaU f Florida Date
t� JU AW M. JOHNSON
$ MY COMMISSION 9 DD 285622
s P EXPIP,ES: March 23, 2008
fs'Fnx r oR`O Bended 7hm Budget Notary Services
Contraefor/Agent is personally Known to Me or
Produced ID A— I )L—
ENG:
L
ENG: BLDG:
—EXISTING 'WALL
--FIBERBOARD
EXISTING l
r
[STING N
GRADE
2 #5
TYPICAL 4" TYPICAL
0
NEW CONCRETE
/
EXISTING
BRICK WALL
2-#5
29
�2
SEPARATE .ALL
WOOD FROM
CONCRETE WITH
30# FELT
TEMPORARY
SUPPORTS
j XISTING LEDGE MIN WITH
X 3'D STEEL
EXISTING TUBE WITH 6X6X]/4
5 TYPICAL FRAME' WALL. PLATES WELDED
TOP AND BTM.
REMOVE COAT W BITUMASTIC
SHEATHING— EA JOIST SPACE
AND JOISTS
.. WWF- • +
_- --_ -a-
:._: .' MIN 8' �� IN E--1
d ° EXI STING e c
° • STUB WALL a
5
C6)
EXISTING I STORY
BRICK WALL
_ REMOVE ADDITIONAL
13RICK FOR MIN 4" SLAB
•05
n
STING 2 STORY
CK WALL
1 •
C'
8=
F'.-#5 TYPICAL -
FLOOR PLAN to P,
SCALE 1/8' = 1'••0' moi'
TYPICAL ALL FOOTINGS:
CONTINUE THE VAPOR
BARRIER AROUND THE
oo FOOTING AND UP THE
WALL TO THE TOP OF
THE SLAB ON ALL WALLS
1
REVISION
aLvisiort
SEPARATE ALL WOOD FROM CONCRETE WITH MINIMUM 30# FELT
v
ALL CONCRETE SHALL BE MININUM 2500 PSI AT .28 DAYS
FLOOR SLAB 'SHALL BE MIN 4' - 2500 PSI CONC REINFORCED WITH
ALL FILL SHALL BE COMPACTED TO 95% OF MODIFIED
6X6/10-10 WWF OVER 6 MIL VISQUEEN ON POISONED COMPACTED
CCONTROL
4S
FILL.
JOINTS ARE TO BE SAW CUT 1 1/2' DEEP WITHIN 24 HOURS
ALL REINFORCING S'fEEL SHALL BE #5 OR GREATER,
OF POUR. WIRE MESH IS TO RUN CONTINUOUS ACROSS JOINTS.
• 'TING•EXI
ALL REINFORCING S'fEEL IS TO HAVE A MINIMUM OF 3
.:::. "STUB WALL
.
• Ad a ��
OF 40 BAR DIAMETERS OR 25 INCHES WHICHEVER IS
INDICATES
VAPOR BARRIER SHALL BE IS MILL POLYETHYLENE_
EXISTING
ALL LUMBER IN CONTACT WITH MASONRY SHALL BE
CONCRETE
PRESSURE TREATED
FOOTING
_ REMOVE ADDITIONAL
13RICK FOR MIN 4" SLAB
•05
n
STING 2 STORY
CK WALL
1 •
C'
8=
F'.-#5 TYPICAL -
FLOOR PLAN to P,
SCALE 1/8' = 1'••0' moi'
TYPICAL ALL FOOTINGS:
CONTINUE THE VAPOR
BARRIER AROUND THE
oo FOOTING AND UP THE
WALL TO THE TOP OF
THE SLAB ON ALL WALLS
1
REVISION
aLvisiort
r)
ALL STEEL EXPOSED TO CONCRETE SHALT_ BE COATED WITH
SEPARATE ALL WOOD FROM CONCRETE WITH MINIMUM 30# FELT
v
ALL CONCRETE SHALL BE MININUM 2500 PSI AT .28 DAYS
FLOOR SLAB 'SHALL BE MIN 4' - 2500 PSI CONC REINFORCED WITH
ALL FILL SHALL BE COMPACTED TO 95% OF MODIFIED
6X6/10-10 WWF OVER 6 MIL VISQUEEN ON POISONED COMPACTED
CCONTROL
4S
FILL.
JOINTS ARE TO BE SAW CUT 1 1/2' DEEP WITHIN 24 HOURS
ALL REINFORCING S'fEEL SHALL BE #5 OR GREATER,
OF POUR. WIRE MESH IS TO RUN CONTINUOUS ACROSS JOINTS.
r)
ALL STEEL EXPOSED TO CONCRETE SHALT_ BE COATED WITH
BITUMASTIC OR EQUAL
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 S'fEEL SHALL BE #5 OR GREATER,
GRADE 60 DEFORMED STEEL
ALL REINFORCING S'fEEL IS 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 IS MILL POLYETHYLENE_
�.�—`s I ��
ALL LUMBER IN CONTACT WITH MASONRY SHALL BE
PRESSURE TREATED
\
ALL FILLED CELL MASONRY SHALL BE GROUTED AND
POURED IN MAXIMUM 8 F00•f LIFTS
a/( Yb
REPLACE WOOD FLOOR WITH CONCRETE
III & 115 PALMETTO