10 Keyes Ct 05-2911 CarportPermit # : as a Oj 1
Job Address:
Description of Work:
CITY OF SANFORD PERMIT APPLICATION
Date:
J
Historic District: Zoning: Value of Work: $ `r,:' UCJ U
Permit Type: Buildw- Electrical Mechanical 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 Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: _ (Attach Pr f of Ownership & Legal Desscri tion) )
Owners Name & Address: J 5
z Phone:
Contractor Name & Address:
State License Number:
Phone & Fax: Contact Person: Phone:
Bonding Company:
Address:
Mortgage Lender:
Address:
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 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 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/ f t is verifrc 'on that I will tify
7
of the property of the requirements of Florida Lien Law, FS 713.
Signature oY-O"er/Agent 'l Date Signature of Contractor/Agent Date
ZZ
ri t caner/Aeent's Name ' C
V
DE F31E BLF NTON
rev o trnissloiv # o asast
r'•'° %i{Ifi>=$; FebriJ ry 26, 2007
Owner/Agent i¢ i-eoo 8sr a9ally Kr;q {t,,} Assoc, co.
Produced - •: . t. .vY
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is _ Personally Known to Me or
Produced 1D
RECEIVED
APR - 6 no
APPLICATION APPROVED BY: Bldg J/ Z 15Zoningi/Z`tUtilities: FD:
Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date)
Special Conditions: / i 5F0 C da J ac./! %es+ri rir, .s, d rr r
OPTIONAL STEEL
SIDING OR EQUAL
2"x 14 GA. RECTANGLE BASE
r
6"
i"x3"- 14 GA. RECTANGLE PIPE FRAME
8"x Y2" ANCHOR BOLT
EADY-MIX CONC. (3,000 P.S.I.) MIN.
T 28 DAYS
2"x3"- '14 GA. RECTANGLE PIPE FRAME
OPTIONAL STEEL
SIDING OR EQUAL "U.S. ANCHOR" #W1236
3.75-5.75"x Y2" WEDGE ANCHOR
USE (1) WITHIN 4" OF COLUMNS
2"x3"- 14 GA. RECTANGLE BASE PULLOUT STRENGTH = 7,450 LBS.
SHEAR STRENGTH = 12,200 LBS.
x—x r
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6x6 W1.4 x W1.4
e OR FIBERMESH
2)-#5
OPTIONAL STE[
SIDING OR EQUHL
2"x3"- 14 GA. RECTANGLE BASE
coNrlrluous
SECTION A—A8"
1/2" = 1'-0" 1
SQUARE TUBING VARIATION OF A -A
x3"- 14 GA. RECTANGLE PIPE FRAME
x 4" BOLT & NUT
7_/O" LONG AUGER
W/ 4'0 HELIX
COLUMN SCREWS 1/4" -12-14 x 1" 29 GA. STEEL ROOF TO MEET FBC BLDG. i I
LL
TENSILE STRENGTH = 3,500 LBS. CODE REQUIREMENTS
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SHEAR STRENGTH = 2,575 LBS.
1/
LAP SCREWS 1/4"-14 x 7/8" 26 GA. STEEL ROOF TO MEET FBC BLDG.
X
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V -CODE REQUIREMENTS
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1 1 "ALLIED TUBE & CONDUIT COTR of Q
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2.0" OR 2.25" SQUARE, 14GA., PIPEE, OR ALLIED TUBE & CONDUIT CORP." 6"x6" FOOTER (TYP.)
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2"x3" RECTANGLE, 14GA., PIPE E-2.0"
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OR 2.25" SQUARE, 14GA. BASE
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YIELD = 50,000 P.S.I., TENSILE = 55,000 P.S.I. OR 2"x3" RECTANGLE, 14GA, BASE
0'
RAFTER SECURED TO COLUMN WITH X
1111-1--
LEJ
STEEL COLUMN (MAX. SPACING AT 70" C. C.) 2.0" OR 2.25" SQUARE, 14GA. BASE
YIELD = 50,000 P.S.I.
SIDING OPTIONAL 1/4"- 14 x 1 1/4" TEK Q
LL
OR 2"x3" RECTANGLE, 140A. BASE
TENSILE = 55,000 P.S.I.
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SECURED SAME AS ROOF, PROOF LOAD = 85,000 P.S.I.
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WEDGE TENSILE STRENGTH = 120,000 P.S.I.
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COLUMN SECURED TO BASE WITH 0
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1/4"- 14 x 1 1/4" TEK 1
TENSILE STRENGTH = 3,850 LBS. ZSHEARSTRENGTH = 2,575 LBS. A -A
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NOTE: SEE SECTION A -A FOR ANCHORING DETAILS
TYPICAL SECTION ANCHOR OR
WEDGE ANCHOR PLACEMENT -\
4" = 1'-0"
INDICATES
6"x6" FOOTER (TYP.)
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2.0" OR 2.25" SQUARE, 14GA. BASE
00 OR 2"x3" RECTANGLE, 14GA. BASE
Rif
0'-0" TO 35-0" (MAX.)
COLUMN & STUD PLAN FOR CARPORTZGARAGE
1/4" = 1'-0"
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ALLIED TUBE &. CONDUIT CORP."
1.75" OR 2.0" SQUARE, 16GA. , OR
1.75"x2.75" RECTANGLE, 16GA.
STEEL STUD, WELDED TO BASE
MAX. SPACING AT 70" C.C.) .
YIELD = 50,000 P.S.I.
TENSILE = 55,000 P.S.I.
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GENERAL NOTES:
1. ALL CONC. WORK SHALL BE 3,000 P.S.I. AT 28 DAYS.
2. MINIMUM SOIL BEARING SHALL BE 2,500 P.S.F.
DESIGN LOADINGS: (SQUARE TUBING)
ROOF = 33P.S.F. AT 15' TO 25' HEIGHT.
WIND LOAD = FORCES FROM 120 M.P.H.
THESE PLANS ARE IN COMPLIANCE WITH 200.1 FBC
SECTION 1606, 120MPH BASIC WIND SPEED
REVISIONS BY
MICHAEL A. ROBINSON P.E.
RUSTY)
STRUCTURAL ENGINEERING
FL 28317
INDUSTRIAL, COMMERCIAL,
RESIDENTIAL
921 SHADOW DRIVE
LAKELAND, FL 33609
OFFICE PHONE: 863-815-9541
FAX LINE: 863-858-9861
EMAIL ADDRESS: rustymar@gte.net
DRAWN BY
SDF
CHECKED BY
DATE
27 AUG 02
SCALE
AS NOTED
JOB No.
SE2-031
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MICHAEL A. ROBINSON P.E.
RUSTY)
STRUCTURAL ENGINEERING
FL 28317
INDUSTRIAL, COMMERCIAL,
RESIDENTIAL
921 SHADOW DRIVE
LAKELAND, FL 33609
OFFICE PHONE: 863-815-9541
FAX LINE: 863-858-9861
EMAIL ADDRESS: rustymar@gte.net
DRAWN BY
SDF
CHECKED BY
DATE
27 AUG 02
SCALE
AS NOTED
JOB No.
SE2-031
SHEET
OF 1 SHEETS /
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