HomeMy WebLinkAbout2916 S Palmetto Ave (3)6)—,(
Permit No.:
Job Address:
0
CITY OF SANFORD PERMIT APPLICATION �� -z-
Date: Date:
Permit Type: Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler
Description of Work:y k �- C) 760110) c)y Hoo 5
Additional Information for Electrical & Plumbing Permits
Electrical: _Addition/Alteration _Change of Service Temporary Pole _New AMP Service (# of AMPS )
Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional)
Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines
Occupancy Type: X Residential Commercial _ Industrial Total Sq Ftg: Value of Work: $ fm -
Type of Construction: Flood Zone: kI Number of Stories: Number of Dwelling Units: _
Parcel No.: �l.K- a , t ,C� TS '� �OS 1 UP,, ,�j GTS _ (Attach Proof of Ownership & Legal Description)
Own er/Addressesneo : h1(i.�l T AQ L;1 0 0 a9 (to a , PR C.f n e- j `s—b ICY L J�f� WV G (LO
Contractor/Address/Phone: O-Lx3 Q 1%
Contact Person:
Title Holder (If other than Owner): _
Address:
Bonding Company:
Address:
Mortgage Lender:
Address:
Phone & Fax Number:
State License Number:
Architect/Engineer S Phone No.: O 7' 010 7�ro
Address: z0,-- 1 N • VPQ, K �\ Vrc_-
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
.:emiction. I understand that a canaraxP ?lit est 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. 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 maybe 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 property of the requirements of Florida Lien Law, FS 713.
'-4 _y -Ca
Signature of er/Agent Date Signature of Contractor/Agent Date
G A Q- L10
Print Owner/Agent's Name Print Contractor/Agent's Name
Owger/Agent is Perso Ally Known to Me or
_ Produced ID R-. DC, T6 4 3R 85581410
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID
APPLICATION APPROVED BY: AAZ /9 7�1 Date:
i
Special Conditions:��
JJ ANN M. JOHNSON
MY COMMiSS10N # CC 921808
EXPRCS: March 23, 2004
glFpF F�o�V
Bonded Thru Budget Notary Services
Owger/Agent is Perso Ally Known to Me or
_ Produced ID R-. DC, T6 4 3R 85581410
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID
APPLICATION APPROVED BY: AAZ /9 7�1 Date:
i
Special Conditions:��
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2"x 6" P T
HANDRAIL 36"
ABOVE RISER,
GRAB PAR
BALUSTERS SPACED SO
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2"x6" PT, DECKING
(2) 1/2"x8" GALV,
. j I LAG BOLT
16"Wx16"Wx12"D CONC. FTG. PT,
STRINGERS
THE BUILDER SHALL VERIFY THAT THE
FOUNDATION BEARING SOIL HAS A
MINIMUM LOAD CARRYING CAPACITY OF
LtSOSOSOIIL BDEARING CAPACITY OEXISTS, A
OBTAIN THE ENGINEERS RESPONSE
BEFORE POURING FOUNDATION FOOTINGS,
AS FOUNDATION REVISIONS WILL BE
REQUIRED. THE BUILDING OFFICIAL MAY
T INSPECTION
DETERMINE ON INS EC ON THAT FOOTING
EXCAVATIONS REVEAL SOUND VIRGIN SOIL
SUITABLE FOR FOUNDATION FOOTINGS.
HIS SIGN OFF IN SUCH CASES WILL BE
ACCEPTABLE. il
4 RISERS @ 7,50"
3 TREADS @ 9,5"
ALL HURRICANE HOLD-DOWNS FOR WOOD TO
WOOD ARE SIMPSON MTS -12 UNLESS
OTHERWISE NOTED.
TNS TO
WOOD FOR STRUCTURAL .CONDI 10 BE
GROUP II SPECIES OR MINIMUM fb=>1300 P.S.I.
2"x6" PT, DECKING
(3) 2"x8" PT, J❑IST`-' ``' U L
SIMPSON LU28, NAILED,
8-10Dx1-1/2 GALV, TO HEADER
6-10Dx1=1/2 GALV, TO LEDGER
0-1
GRADE
SLOPE OF RAMP NOT TO
EXCEED ADA STANDARD OF 12:1
2"x8" PT, FLOOR JOI
SIMPSON LU28, NAILE
8-10Dx1-1/2 GALV, T[
6-10Dx1-1/2 GALV, T[
CONSTRUCTION NOTES
GENERAL:
1. LIVE LOAD ROOF 20 PSF,
2. WIND SPEED 100 MPH
3. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE STD,
BUILDING CODE & LOCAL CODES. LATEST EDITION.
4. ONLY WRITTEN CHANGES APPROVED BY ENGINEER SHALL BE
PERMITTED.
5. PIPES THRU STRUCTURAL ELEMENTS SHALL BE SLEEVE DOWN
STEEL PIPE OF LARGER DIAMETER,
CONCRETE:
1. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE ACI 318-89
2. MIS DESIGN CRITERIA:
ALL CONC. TYPE 1 PORTLAND CEMENT. ASTM C 105
COMPRESSIVE STRENGTH 0 28 DAYS SHALL BE 2500 PSI FOR
SLABS AND FOOTINGS AND 3000 PSI ELSEWHERE (U.O.N.)
MAXIMUM WATER -CEMENT RATIO BY WEIGHT FOLLOWS
SPECIFIED COMPRESSIVE STRENGTH (PSI) 2500 3000
NON -AIR ENTRAINED CONC. 0.67 0.46
AIR ENTRAINED CONC. 0.54 0.46
SLUMP -SLAB ON GRADE = 5"
OTHER = 3"
WATER -PORTABLE
CHLORIDE -NONE
3. PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE
REQUIREMENTS OF ASTM C 33
0
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EDGE
FIELD
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THE BUILDER SHALL VERIFY THAT THE
FOUNDATION BEARING SOIL HAS A
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LtSOSOSOIIL BDEARING CAPACITY OEXISTS, A
OBTAIN THE ENGINEERS RESPONSE
BEFORE POURING FOUNDATION FOOTINGS,
AS FOUNDATION REVISIONS WILL BE
REQUIRED. THE BUILDING OFFICIAL MAY
T INSPECTION
DETERMINE ON INS EC ON THAT FOOTING
EXCAVATIONS REVEAL SOUND VIRGIN SOIL
SUITABLE FOR FOUNDATION FOOTINGS.
HIS SIGN OFF IN SUCH CASES WILL BE
ACCEPTABLE. il
4 RISERS @ 7,50"
3 TREADS @ 9,5"
ALL HURRICANE HOLD-DOWNS FOR WOOD TO
WOOD ARE SIMPSON MTS -12 UNLESS
OTHERWISE NOTED.
TNS TO
WOOD FOR STRUCTURAL .CONDI 10 BE
GROUP II SPECIES OR MINIMUM fb=>1300 P.S.I.
2"x6" PT, DECKING
(3) 2"x8" PT, J❑IST`-' ``' U L
SIMPSON LU28, NAILED,
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6-10Dx1=1/2 GALV, TO LEDGER
0-1
GRADE
SLOPE OF RAMP NOT TO
EXCEED ADA STANDARD OF 12:1
2"x8" PT, FLOOR JOI
SIMPSON LU28, NAILE
8-10Dx1-1/2 GALV, T[
6-10Dx1-1/2 GALV, T[
CONSTRUCTION NOTES
GENERAL:
1. LIVE LOAD ROOF 20 PSF,
2. WIND SPEED 100 MPH
3. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE STD,
BUILDING CODE & LOCAL CODES. LATEST EDITION.
4. ONLY WRITTEN CHANGES APPROVED BY ENGINEER SHALL BE
PERMITTED.
5. PIPES THRU STRUCTURAL ELEMENTS SHALL BE SLEEVE DOWN
STEEL PIPE OF LARGER DIAMETER,
CONCRETE:
1. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE ACI 318-89
2. MIS DESIGN CRITERIA:
ALL CONC. TYPE 1 PORTLAND CEMENT. ASTM C 105
COMPRESSIVE STRENGTH 0 28 DAYS SHALL BE 2500 PSI FOR
SLABS AND FOOTINGS AND 3000 PSI ELSEWHERE (U.O.N.)
MAXIMUM WATER -CEMENT RATIO BY WEIGHT FOLLOWS
SPECIFIED COMPRESSIVE STRENGTH (PSI) 2500 3000
NON -AIR ENTRAINED CONC. 0.67 0.46
AIR ENTRAINED CONC. 0.54 0.46
SLUMP -SLAB ON GRADE = 5"
OTHER = 3"
WATER -PORTABLE
CHLORIDE -NONE
3. PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE
REQUIREMENTS OF ASTM C 33
0
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PRESSURE OF 2000 PSI
2, IF FOOTING ELEVATION OCCURS IN DISTURBED, UNSTABLE OR
UNSUITABLE SOIL, THE ENGINEER SHALL BE NOTIFIED AND
NECESSN"Y ADJUSTMENTS BE MADE PER HIS INSTRUCTIONS
3. PREPARATION OF THE SUB -GRADE TO FOLLOW RECOMMENDATIONS
AS OUTLINED IN THE GEOTECHNICAL REPORT
4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (1) ONE
VERTICAL TO (2) TWO HORIZONTAL
5. CAUTION SHALL BE USED WHEN OPERATING VIBRATOR COMPACTION
EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF
DAMAGE TO THE STRUCTURE
WOOD:
1. ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRUSSES SHALL
BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE
PROCEDURES AND. REQUIREMENTS OUTLINED IN THE LATEST EDITION
OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION
2. THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE
DIMENSIONS AND LOADS INDICATED. ALL DESIGN SHALL BE IN,
ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES
ASSIGNED AND APPROVED BY THE BUILDING CODE. DESIGN
CALCULATIONS SIGNED AND SEALED BY THE ENGINEER FOR APPROVAL
3. PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES
SHALL PROVIDED AS REQUIRED BY THE TRUSS MANUFACTURE. TRUSS
MANUF, SHALL PROVIDE. STATEMENT THAT, BOTTOM CORD OF ROOF
TRUSSES ARE BRACED DURING UPLIFT CONDITIONS
4. FOR STRUCTURAL LUMBER, PROVIDE THE FOLLOWING GRADE AND
SPECIES: (OR EQUIVALENT)
SOUTHERN PINE SURFACES DRY USED 0 19% MAX, M.C,
GRADE NO. 2
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PRESSURE OF 2000 PSI
2, IF FOOTING ELEVATION OCCURS IN DISTURBED, UNSTABLE OR
UNSUITABLE SOIL, THE ENGINEER SHALL BE NOTIFIED AND
NECESSN"Y ADJUSTMENTS BE MADE PER HIS INSTRUCTIONS
3. PREPARATION OF THE SUB -GRADE TO FOLLOW RECOMMENDATIONS
AS OUTLINED IN THE GEOTECHNICAL REPORT
4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (1) ONE
VERTICAL TO (2) TWO HORIZONTAL
5. CAUTION SHALL BE USED WHEN OPERATING VIBRATOR COMPACTION
EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF
DAMAGE TO THE STRUCTURE
WOOD:
1. ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRUSSES SHALL
BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE
PROCEDURES AND. REQUIREMENTS OUTLINED IN THE LATEST EDITION
OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION
2. THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE
DIMENSIONS AND LOADS INDICATED. ALL DESIGN SHALL BE IN,
ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES
ASSIGNED AND APPROVED BY THE BUILDING CODE. DESIGN
CALCULATIONS SIGNED AND SEALED BY THE ENGINEER FOR APPROVAL
3. PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES
SHALL PROVIDED AS REQUIRED BY THE TRUSS MANUFACTURE. TRUSS
MANUF, SHALL PROVIDE. STATEMENT THAT, BOTTOM CORD OF ROOF
TRUSSES ARE BRACED DURING UPLIFT CONDITIONS
4. FOR STRUCTURAL LUMBER, PROVIDE THE FOLLOWING GRADE AND
SPECIES: (OR EQUIVALENT)
SOUTHERN PINE SURFACES DRY USED 0 19% MAX, M.C,
GRADE NO. 2
USE INCLUDING RECOMMENDED NAILS, (SIMPSON STRONG TIE
CONNECTORS OR EQUIV, ) OTHER MANUF. WITH UL LISTED, AND
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