HomeMy WebLinkAbout104 W Coleman Cir 05-3904 Enclose carportj
CITY OF SANFORD PERNIFF APPLICATION
Permit # : V_� —1 q 0
.lob Address:
Description'of Work:
historic District:
Date: RECEIVED
A
Zoning: r:ao_Value,of Work: $7
Permit Type: Building ""L;lcctrical!N� Mcelianical & Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service— # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water c, Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing -Repair — Residential or Connnercial _
Occupancy Type: Residential Commercial Industrial 'Total Square Footage:
0 9 2009
Construction Type: # of Stories: __ # of Dwelling Units: Flood Zone: (FENIA form required for other (hau X)
Parcel #: (Attach Proof of Ownership & Legal Description)
Owners Name & Address: Lim/ 2 e j W. / 44 J C')7 !
l ed . Cot-opy emee-r. Pfione:.,,yol - 1,2 z . kt; 3 {2?
Contractor Name & Address:
Phone & Fax:
Bonding Company-.
Address:
Nlortgage Lender:
Address:
Contact Person:
State License Number:
Architect/Engineer: Phone:
Address: Fax:
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 PCFkA1ned to meek standards of all haws regulating Coustnictiou 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: 1 certify that all of the foregoing information is accurate and that all work will be done in eompliancc with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILI IRE TO RECORD A NOTICE OF COMMENCENIENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVENIENTS 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 may be additional permits required fiotrt other govcrnmrcntal entities such as water management districts, state agencies, or lkderal agencies.
Accqtanc 0 of per s vert. tcation t at I will nobly the owner ut the property of the rcquircnueuls of Florida LicitLaw, FS 713.
Stgnaturc of Owne/Agent •� Date Signature of Contractor/Agent
Print Owner/Agent's Name Print Conttactor/Agent's Name
Signat it0bf Notary=Stateof Florida Date
DEBBIE BLANTON
MY GOW FISSION ,# DD 18j
FXPIPES FPfjrtary 25, Owns /Agcnrrs Personally Kuo«n to 800-3-iu FL i`loltuy Discount Aa;P�u4Q
APPLICATION APPROVED BY: Bldg. ! � Zoning:
(Inn a &Date)
Special Conditions:
Signature of Notary -State of Florida
Date
Date
Conhactor/Agent is _ Personally Known to Me or
_ l'toduced ID
(Initial & Date)
Utilities`.
Fu:
(Initial &, Date) (Initial & Dale)
FND. REBAR
01N
.D4t11
n
1
LEGAL ID50R-IPTION
LOT 21, 5OUTH PINECREST 3rcl ADDITION, ACCORDING
TO THE PLAT THEREOF A$ RECORDED IN PLAT 500K 11,
PAGE5 62 AND 63, OF THE PUBLIC RECORDS OF
5EMINOLE COUNTY, FLORIDA.
FND,
CONC, MON.
THIS BTRUCTURE HAS &ERN DE61GNEP IN ACCORDANCE WITH THE REQUIREMENTS OF THE \
FLORIDA BUILDING CODE 2001 4 2003 REVISIO N5, CHAPTER 16, 5TRUGTURAL LOADS. IN
ACCORDANCE WITH SECTION 1606, THE FOLLOWING WIND LOAD REQUIREMENTS WERE
EMPLOYED IN THE DESIGN OF THE STRUCTURE:
• RABIG WIND SPEED: (3 BECOND GU6T)120-MPH
• BUILDING CATEGOR'f 1, ENCLOSED
• IMPORTANGE FACTOR 1.00
• WIND EXP06URE E3
• INTI=RNAL PRESSURE COEFFICIENT: t 0.16
• DESIGN PfE55URF FOR COMPONENTS t CLADOM. SEE WINDOW / DOOR SCHEDULE
STRUCTURAL LIVE LOADS M ACCORDANCE WITH FLORIDA BUILDING CODE 2001 4
2003 REVISIONS, SECTION 1604:
• ROOF - 20 Ibe. PER 6Q, FT.
• FLOOR - 40 Ibe. PER 5Q. FT.
• STAIRS - 40 Ibs. PER 6Q. Fr.
` ALL CONNECTIONS HAVE SEEN C`ECKED TO WITHSTAND ALL APPLICABLE LOADS.
Keyed in by:
pate: 6/22/05
Filename: COLEWE
Design ": N/A
Job 0: N/A
Revisions:
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1/411 -- 11-0"
24" � 37" � 32 32" L 12" 20" "� 2 � 3211 1211 4
51DE UJ,4LL FRAMING
1/411 = 11T0"
EXIST. 2x6 RAFTERS
(ND CHANGES)
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-ENGTH.
EXIST. 2x6 RAFTERS W/
HURRICANE CLIPS
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EXISTING ALUM. FASCIA,
X15TING (2) 2x8 Wp. SM. - 2x4 CONT. FASTEN TO EXIST.
1/ 21/24 PIPE COLUMN EX15T. 2x6 RAFTERS - = RAFTER W/ I(od w 17" O.C.
0 5LA5 5ELOW. (NO CHANGES) -
VO CHANGES)
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50FFIT5 $ DRIP EDGE.
(NOMINAL) Thll PLYWOOD SIDING
2x4 *2 GRADE 5YP STUDS R II 13ATT INSULATION
OVER VAPOR 5ARRIER OVER I/z" CDX
g Ib" D.C. W/ 1151MPSON"
PLYWOOD SHEATHING FASTENED W/
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O.G. EDGES 4 12" O.C. FIELD.
ta TOPS W 32" O.C.
2x4 12 GRADE SYP STUDS
-
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2x4 DLOCKING MID SPAN
61*4 6 13OTTOM6 AND LSTAI2
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TOPS ,A 32" O.C.
PLYWOOD INT.
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x4 PLATE CONT. W/ /2" THREADED RODS P.T. 2x4 PLATE CONT. W/ I/z" THREADED RODS
OIL. SET IN % m x 4" DP. HOLES 6 32" O.G. SET IN'/134 x 4" DP. HOLES
:D W/ EPDXY. FILLED W/ EPDXY.
EXISTING CARPORT 5LA5 W/ 7" FLASHING
ERG. EDGE (NO CHANGES) R
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FILL ALL CELLS W/ CONC.
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P.T. 4x6 AT j4NI5 4 HEAD. FASTEN
i W/ Ill, "x 'I CA SCREWS'®' O.G.
/ /9'-0" x 1'-0" OH. GAR DR
DESIGN PRESSURES 232 -293
EXISTING (2) 2xa WD. 13M,
II
9' 0, 2' 12'
Keyed in by: {£
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Date: 6/22/05
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filename: CARPORT-1
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Design 0: N/A
Job °: N/,4
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