3504 S Park Ave 06-2012 Aluminium Carport4e `'
CITY OF SANFOltll PERN11"I' APPLICATION RECEIVED
Permit #
X .lob Address: D5i') v7�
Description of Work:
Historic District: Zoning:
Permit Type: Building Electrical
Electrical: New Service—# of AMPS
Mechanical• Residential Non -Residential
Plumbing/ New Commercial: // of Fixtures
Plumbing/New Residential: # of Water Closets
Oceupaucy Type: Residential Commercial
A, Date:
',112e&
Value of Work:
Mechanical Plumbing Fire Sprinkler/Alarm Pool _
_ Addition/Alteration Change of Service 'Temporary Pole
Replacement New (Duct Layout & Encrgy Cale. Re(juired)
# of Water & Sewer Lines # of Gas Lincs
Plumbing Repair— Residential or Commercial
Industrial Total Square Footage:
Construction Type: it of Stories: # of Dwelling Units: Flood Zoue: (FEMA form required for other that X)
Parcel It:
!` Owners Name & Address:
(Attaclf-�'rool'oTOwuyr�hip & Lcgal Ucscriptiou)
Phone: Q ate' —
Contractor Nautc &Address: _Q��
Phone & Fax:
Boudhig Company:
Address:
D'Iortgage Lender:
Address:
Contact Person:
State License Number:
Architect/Engineer: _ A I'houe
Address: Fax:
Phone:
Application is hereby made to obtain a permit to do the wort: anti installations as irrtlicaled. I certify that uo work or installation has commenced Prior to the
issuance of a permit mid that all work will be pertbrmcd to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
Permit most be secured fur ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEM EKS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVfr: 1 certify that all of the foregoing information is accurate and that all work will be Hone ill compliance with all applicable laws regulating
coustructiom and zoning. WARNING TO OWNER: YOUR FAILURE'TO RECORD A NU'I'ICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OK AN
A'CTORNEY BEFORE RECORDING YOUR NOTICE OF COMNIENCENIEN'r.
NOTICE: In addition to the requirements of this permit, there may be additional resuictious applicable to this properly that uwy be found ill the public records of
this county, anti there may be additional permits required from other goverumculal eulitics Such as water wauagcmcul districts, stale agencies, or lederal agcmcics.
AcceptancePilatUIC
hat1wit ti t o1'0� 1 el: gem Date Signature of Col dractor/Agent
rutt Owner/Agent's-N'uncf Print Contractor/Aacnl's Naue
S c atiir'e,ttf Norm�. fJtjIA ry Date Signature of Notary -Stale of Florida
* my 0 11. SION 4 00 W622
N�Hj Op, EXPIRES; March 23, 2006
FOF FL�� Bonded Thru Budgel Notary Serv(ces
Owne Agent is Pets o lally Known to �1 , Couu�rctodAgeml is
✓Produced ID G� t1 Q 1 /�/'�� 2�� Produced ID
APPLICATION APPROVED BY: Bldg: _ Z.on,` Utilities:
(Initial & Dale) (Initial & de)
Special Conditions:
Dale
Date
Pcrsoually Known to Me or
(Initial & Date)
FD:
(Initial & Date)
STRUCTURAL NOTES:
1. All construction must be in strict conformance with the 2004 edition of the
Florida building code section Iro09 and all other applicable amendments and
codes. Buildings design is based upon ASCE -1-98 for 120 MPH wind and
applicable gravity dead and live loads.
2_ Concrete shall have a minimum compressive strength of 3000 PSI at 20
days. Unless noted otherwise placement shall be in accordance with ACI 318.
3, All concrete slabs on grade shall be the thickness indicated on the
drawings. Over minimum ro MIl_ Polyenthylene vapor barrier. Such slabs shall be
reiforced with Gyro 1110/10 welded wire (or equal) fabric lapped V at edges
and ends.
4. Fill under concrete slabs shall be clean sand or rock and free of debris
and other deleterious material. Pill shall be compacted to a density of at
least 95io of standard proctor maximum dry density (ASTM D 1557),
5, Frame designed for dead loads and roof live loads of 25 Ibs./sq, ft.
6. Maximum spacing of bows (frames) to be 5'-0' o.c.
1 All tubing to be 2 1/4" square cgaly. steel, 12 ga.
5. Steel rib roof material to be 20 ga. min.
9. Ground anchors and structure - with or without walls - comply with section
1009 of the Florida Building Code, 2004 edition, for the 120 M.PJ4. wind
zone.
CONTINUOUS 2 1/4' SQUARE
12 ga STEEL FRAME
2 1/4' 5QUARE GALV.
12 ga STEEL FRAME RAIL
W/ 2' SQUARE GALV. STEEL
NIPPLE WELDED TO BOTTOM RAIL.
NOTE 2: STRUCTUTRAL CONCRETE FOR FOOTERS SHALL CONFORM TO
ACI 30001 4 SHALL HAVE 3000 PSI COMPRE55IVE 5TRENGTH
IN 28 DAYS. A5TM A-165 GRADE 60 FOR ALL REINF. STEEL.
ALTERNATE ANCHOR
DETAIL, ONE
N.T.5,
STEEL RIB ROOF 4 SIDE
20 ga. MINIMUM (TYR)
TRIM FOR FINISHED
APPEARENCE -,
GENERAL NOTES:
BOTTOM RAIL TO BE ANCHORED
AS PER ANCHOR DETAILS BELOW
16 ga. GALV. STEEL GAU5ET
PLATE a BOTH SIDES OF
JOINT - SCREWED (TYP)
2 1/4' SQUARE GALV.
12 ga STEEL FRAME, CONNECT
TO NIPPLE W/ (4) SELF TAPPIt
HEX 5CEW5 - -�
CARPORT 5OW (FRAME)
DETAIL
1, All contractor or subcontractor shall verify all conditions and dimensions at
the Job site prior to commencing work The contractor shall report all
discrepancies between the drawing and existing conditions to the designer
prior to commencing work
2. 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.
3. The structure is designed to be self supporting and
stable after the building is complete. It is the contractor's sole
responsibility to determine erection procedures and sequence
to ensure safety of the building and its components during
erection_ this includes the addition of necessary shoring,
sheeting, temporary, bracing, guys or tie downs.
4. Structure designed to rest on soil, new or existing concrete
slab (if avaiiiable) is capable of supporting building loads.
CONTINUOUS 2 1/4' SQUARE
12 ga STEEL FRAME
16 qa. GALV. STEEL GAU5ET
PLATE 6 BOTH SIDES OF
JOINT - SCREWED (TYP)
NOTE 1: ALL FASTENERS TO BE CASE HARDENED
STEEL HEX SELF -TAPPING SCREWS, ROOF
DECK SCREWS WITH RUBBER WASHERS.
NOTE 2- STRUCTURE TO BE ENCLOSED ON
RIGHT 5IDE - SHEATHING SAME AS ROOF,
CONTINUOUS 2 1/4' 5QUARE
12 ga STEEL FRAME
2 1/4' SQUARE GALV.
12 ga STEEL FRAME RAIL
W/ 2' SQUARE GALV. STEEL —�
NIPPLE WELDED TO BOTTOM RAIL
I HEREBY CERTIFY THAT THE BUILDING DEPICTED
IN THIS SET OF DRAWINGS WILL WITHSTAND WINDSTORM
PRESSURES OF UP TO 120 MPH AS DEFINED IN THE
FLORIDA BUILDING CODE, 2004 EDITION, SECTION
1609, PROVIDED THAT IT 15 BUILT IN STRICT
ACCORDANCE WITH THESE PLANS.
5/8' X 8' CONC.ANCHOR
PRE -DRILL RAIL 4 SLAB
DRIVE ANCHOR THROUGH RAIL
INTO CONCRETE FLATWORK
ALTERNATE ANGPOR
DETAIL. TWO
N.T.S.
HL. TT, FLORIDA P.E. NO.32534 bATrY