HomeMy WebLinkAbout2050 Spinner Ln (2)r- . --------'.
CITY OF SANFORD PERMIT APPLICATION
Application '# : V 9 ,� 4
Job AddresO�pinner Lane Sanford, FL 32773
Parcel ID: 03-21-31-5AY-0000-OOEO Zoning:
Description of Work: Entrance Sign
RECEIVED
Submittal Date:
Value of Work: $ 1,000 ��
Historic District:
Square Footage: N/
Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign X
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 X Industrial ❑ Occupancy Use Group(s):
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required)
........................................................................................................................
Property Owner: Sanford Airport Authority/Orlando Sanford
Airport Southeast Ramp Hangar Development, Inc.
Address: 1200 Red Cleveland Blvd Sanford, FL 32733
Phone
Bonding Company: NA
Address:
E-mail:
Contractor: Winter Park Construction
Address: 221 Cirle Drive Maitland, FL 32751
Phone: 407-644-8923 State License Number: CGC 019537
Mortgage Lender: NA
Address:
Architect/Engineer: Eric D. Kuritsky Architect Phone: 407-898-6654
Address: P.O. Box 561227 Orlando, FL 32856 Fax: 407-898-7992
Plan Review Contact Person: Paul Jenny, Jr. Phone: 407-644-8923_ Fax: 407-645-1972_ E-mail: paulj@wpc.com
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. ,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 appy able t th s property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such s wayriiAnagement districts, state agencies, or federal agencies.
Acceptance of e it is verification at I wil tify the owner of the property of the
Si tureofOwner/ ent Date
Print O gents e
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Signa ure of Nota -State of Florida Date
PHYLLIS I. GIBSON
MY COMMISSION #DD477598
,+��EXPIRES: OCT 02, 2009
Owner/Agent it , ersonalled t roo�nli�oglvhe onsurance
Produced ID
APPROVALS: ZONING: L1+ &5D_ 0-1 UTIL: FD:
Special Conditions:
Rev 02/2007 a �t f;z t 4``' c
of 1714rida LierVLaw, FS 713.
C SAle 7
Si atur of Co for/Agent Date
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Print Contractor/Agent's Name
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Signat e ofSt e fFlorida D to
61-
,0""' KAYSTY JANE JONES' KRESS
* * MY COMMISSION I DD 201271
o�. EXPIRES: June 1, 2007
. B ed Thru Budget Notary Services
Contractor/Agent is Personally Known to Me or
Produced ID
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ERIC D. KURITZKY ARCHITECT
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GENERAL CONDITIONS AND NOTES
1. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING
AUTHORITIES. HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR
WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS.
2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING WORK.
CONTRACTOR SHALL REPORT ALL DISCREPANCIES IN THE DRAWINGS AND EXISTING CONDITIONS TO THE ARCHITECT PRIOR TO
COMMENCING WORK. ,
3. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD IN THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES,
HANGERS, SLAB DEPRESSIONS, AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK.
4. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR
REPRODUCTED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ARCHITECT.
5. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO
ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. THE CONTRACTOR SHALL
CONSULT THE ARCHITECT IF THERE IS ANY UNCERTAINTY REGARDING THE INTENT OR APPLICATION OF A DETAIL OR
CONSTRUCTION ISSUE.
6. ALL DIMENSIONS AND ELEVATIONS SHOWN SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
7. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS OF SECTION 1606, 2001 EDITION OF
THE FLORIDA BUILDING CODE. IT IS DESIGNED TO WITHSTAND 120 MPH EXPOSURE B WIND LOADS. MINIMUM DESIGN PRESSURE FOR
OPENINGS IS +25.9,-28.1 PSF. ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS. DESIGN WIND LOAD
IS 120 MPH WITH SHAPE FACTORS. NET UPLIFT DESIGN PRESSURE SHALL BE 30 PSF. DESIGN ROOF LIVE LOAD IS 20 PSF
8. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION.
9. CONTRACTOR TO OBTAIN ALL PERMITS, AND PAY ALL FEES AND TAXES.
FOUNDATIONS
1. FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE BEARING PRESSURE OF 2000 PSF AND SHALL BE VERIFIED BY A
GEOTECHNICAL ENGINEER REGISTRERED IN THE STATE OF FLORIDA.
2. ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED UNLESS
ADDITIONAL MORE STRINGENT REQUIREMENTS ARE SPECIFIED. NOTIFY ARCHITECT IF FOUNDATION CONDITIONS ENCOUNTERED
DIFFER FROM SOILS EXPLORATION INFORMATION MADE AVAILABLE TO THE CONTRACTOR.
3. SOIL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM MODIFIED PROCTOR DENSITY.
CAST IN PLACE CONCRETE
1. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS:
SLAB ON GRADE AND FOOTINGS 2500 PSI
2. ALL CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4%'AIR .ENTRAINMENTS, AND A MAXIMUM
WATER(CEMENT RATIO OF 0.58.
3. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3, METHOD 1 OR METHOD 2.
SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5.3 OF THE LATEST EDITION OF ACI 318
4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60.
5. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301.
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P.O. BOX 561227 ORLANDO, FLORIDA 32856 (407) 898-6654 (407.. 898-7992 FAX