HomeMy WebLinkAbout1303 French Ave 07-1671 CarportCITY OF SANFORD PERMUF APPLICATION
Permit # :% l _ f 6 I Date:
Job Address: _ 3 0 3 C
Description of Work:%I✓`><Kf 0. u 0
�3/i1Qe_ C41' V 1 Total Square Footage ✓�Q
Zoning:
E[istoric District: _ g� Value of Work: — /—
Perulit'fype: Buildiug_te/_ Electrical Mechanical - Plumbing Fire Sprinkler/Alarm
Electrical. New Service — ft of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential __ Non -Residential _T Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: 11 of Fixtures N of Water & Sewer Lines,TU of Gas Lines
Plumbing/New Residential: 9 of Water Closets ____ Plumbing Repair — Residential or Commercial
Occupancy Type: Residential . Commercial iV Industrial
Construction Type: it of Stories: — # of Dwelling Units: Flood `Lone: (FEi4IA Corm required )
Owners Name & Address:—�—
.r . 0 _ 4/0-7. '2n--9.Sl9 .
Contractor Name & Address:
Phone.
7--9d
�►Sttate License
�Number:
Phone & Fax: yn7��� oot Contact Person: /t ►'QC_. SN—Pltouc:
Bonding Company'. `l
Address:
Mortgage Lender:
r
Address:
Architect/Engineer:
Address:
Phone:
Fax:
Application is hereby trade 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 pcnnit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit uwst be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, IIEAI'ERS, TANKS, Enid
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in coutpliance 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 nianagcnrent districts, state agencies, or federal agencies. .
Acceptance of permit is verification that I will notify the owner of t re pro ert}
7
Signatures of OwnWAgdnt
la
Uate
wia
17
Print O vlie A ent'
Nanic
Signature of Nota
State of Florida
Date
v BHI 0 Ar VAIL
Ot MIS�IdNn�0831a5
�_ �n�a� Jerlu�lVs4.� 2009
or
of the requirements of Florida Lien Law, FS 713.
APPROVALS: ZONING: &k + IU tI % UTIL: FD:
Special Conditions:
Rev 03(1006 X p'� v-.5�- Cum fyci�
Signature of contractor/Agent Date
Print Conttactor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agcnt is Personally Known to Me or
Nodu4cd ID
— NIe1 J�
ENG: BLDQr�
14 x 1
TEK S(
24" INSERT w/
12" EMBEDMENT
14 x 1- y4"
TEK SCREW
L ULUMIN
2"x3"x14 GA.
TUBING: YIELD
50,000 P.S.I.
TENSILE 55.000
P.S.I.
COLUMN TO RAFTER
CONNECTION
BOLT AND WASHER
TIE -DOWN ANCHORS (30.09' LONG) AT
60" O.C. MAX. MINIMUM EMBEDDED DEPTH
SHALL BE 28" IN UNDISTURBED SOIL
FOUNDATION OPTION
COLUMN TO RAFTER
CONNECTION, TYP.
0 TO 20'-0" TRUSS
TRUSS DESIGN
N.T.S.
2"x3"x14 GA TUBING
YIELD 50,000 P.S.I.
TENSILE 55,000 P.S
12'-0" MAX_
o PLAN VIEW
A-X1 N.T.S.
FL7765.2 29GA. ROOFING
UNION CORRUGATING CO.
SIMPSON TIE
PLATE TP47
14 x 1- y4
TEK SCREW
2"x3"x14 GA.
TUBING: YIELD 50,000
P.S.I. TENSILE 55.000 P.S.I.
2"x2"x14GA. TUBING:
YIELD 50,000 P.S.I.
TENSILE 55,000 P.S.I.
TRUSS CONNECTION
FOUNDATION OPTION
NO SCREWS NEEDED
IN CORNERS
-- SIDING OPTIONAL,
ASSEMBLED SAME AS ROOF
I TIE
P47
Code violations found during inspect
are required to be corrected.
Plan/permit issuance does not grant
approval of a code violation. 2004
FBC109.1
Structural plan review is limite dno a No
general survey for code comp
review is implied nor was taken to
verify structural adequacy
FL7765.2 29GA. ROOFING
UNION CORRUGATING CO.
12X1" TEK SCREWS (TYP.)
Q" SPAnNr
14 X 7/8" TEK LAP SCREWS (TYP.)
ROOF ONLY
14x 1-'/4
TEK SCREW
1.75x2.75x 14
GA. TUBING:
YIELD 50,D00
P.S.I. TENSILE
55.D00 P_S.I.
INSIDE
TRUSS OR
ELEVATION - SCREW
PATTERN
12'-0"
iv
- ISOMETRIC
-X1 N.T.S.
COLUMN
2'x3"x14
GA.
TUBING:
YIELD
50,DD0 P.S.I.
TENSILE
55.000 P.S.I.
6Y97
TYPICAL COLUMN TO
BASE SIDE CONNECTION
2'-0"
5'-0"
JI
002 FRONT ELEVATION UP TO AND INCLUDING 30'- 0"
1 N.T.S.
SE SIDE ELEVATION
A-X1 N.T.S.
VIEW
0
I
OD
ORLANDO STEEL ENTERPRISES,
13640 SE 31 AVE.
SUMMERFIELD, FL, 34491
1-800-257-5513 COPYRIGHT
MASTER PLAN:
CARPORT DETAILS
DATE:
GENERAL NOTES
INC,
2004
DWG: SSXS3
1. ALL CONCRETE WORK SHALL BE 3,000 P.S.I. AT 28 DAYS.
2. MINIMUM SOIL BEARING SHALL BE ASSUMED 2.000 P.S.F.
3. ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH THE 2004 FLA.
BUILDING CODE WITH 2O06 AMMENDMENTS AiM,
COMMERCIAL SEC. 1809 AND ASCE 7-02 WIND CODES FOR 110 MPH, 3 SEC. GUST
AS WELL AS OSHA, AISC CODES AND ALL APPLICABLE LOCAL REQUIREMENTS. THESE
PLANS INCLUDE DESIGN FOR ALL WIND SPEEDS UP TO AND INCLUDING 130 MPH.
3 SEC. GUST CONDITION.
4. ALL SIDING AND ROOFING TO BE MINIMUM OF 29 GAUGE ATTACHED TO THE
COLUMNS AS SHOWN AND CONSIDERED TO BE A MIN, OF 3 SPAN.
5. REQUIRED DATA PER (FBC 1606):
IMPORTANCE FACTOR. ....................... SEE CHART
BUILDING CATEGORY.........................(1)
WIND EXPOSURE................................SEE CHART
GCPI....................................................SEE CHART
COMP. & CLAD OWP.........................SEE CHART
BUILDING CLASSIFICATION ................. IV (UP)
6. SEISMIC ZONE DESIGN CATEGORY
0.23 SPECTRAL RESPONSE... ............. 8
1.Os SPECTRAL RESPONSE................B
7. DESIGN LOADINGS:
DEAD LOAD 2 PSF
LIVE LOAD 15 PSF
WIND LOAD r PRESSURE FROM 130 MPH. 3 SEC. GUST
COMPONENTS AND CLADDING PRESSURE PSF " 1=0.77 ex -B c i=0.00 0 •
VELOCITY ZONE
ROOF WALLS
1 1 2 3 4 5
120 MPH -15.20 1 -26.72 -38.35 1 +15.70 -17.60 1 +16.41 1 -23.11
130 MPH -17.84 1 -31.36 -45.07 1 +18.43 1 -20.65 1 +19.26 1 -27.12
FERRARA ENGINEERING, INC.
2865 WHITEHURST ROAD
DELAND, FLORIDA 32721-2948
P.O. BOX 2948 386-734-8792
CERTIFICATE OF
AUTHORIZATION No.2529
P.E.-t_ p1
REV. DATE:03-26-07
C:\..MY DOCUMENTS\DRAWINGS\SITE SPECIFIC\SSXS3
(3-SIDED) 12X30X08 F02 SANFORD FD SUPERIOR.DWG
OFFICE
CITY OF SANFORD PLAN REVIEW
Occupancy Use Group:
Type of Construction:
Code Edition: ppy C.Total Square Feet:
PLANS REVIEWED
CITY OF SANFORD
PERMIT
SITE LOCATION:
SANFORD FIRE DEPARTME
1303 FRENCH AVE Z /r
SANFORD, FL 32771