2293 Grandview Ave 07-1861 GazeboCITY OF SANFORD PERMIT APP._ICATION
Application # : Submittal Dater ~ I lk�' J / ! ��
Job Address: 1 2 rr �trw I+ ✓r S � Z9, r4 7L7ti'/ Z YY1VjEO.,..I; rrry �.Z°l / V yaw wK ✓� Value of Work: $ ✓
i
iParcel ID: Zoning: Historic District: A _
Description of Work: �7r �•✓iFl '� 1"►y� ��(Ni1i•• J/— f ✓lay b.,tlt ('a 7-1 0 Square Footage: AP
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................... ......... .. ........ .... ......... ...... ........ ..................
Permit Type: Building 1W Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool 11 Sign ❑
Electrical: New Service - # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑
Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Cato; Required)
Plumbing/New Commercial: # of Fixtures ' # of Water & Sewer
er Linen # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential ❑ Commercial ❑
Occupancy T e: Residential Commercial ❑ p y yp Industrial ❑ Occupancy Use 1. Group(s): '
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required)
..................................................................................................................
Property Owner: Jinn �t�V t'1" .1 Contractor:
Address: (7r o,a vir w 'Avr S Address: _--
5,44 P,,4 FL I t77!
Phone: 'd7 �1• HL7a E-mail: l��aannh(��irr'13o�i�t.rtr%
Phone: State License Number:`
Bonding Company: , (U Mortgage Lender:
AddressAddres`s_
Architect/Engineer: ty 4
Address: /y /k
Plan Review Contact Person: Phone:
Phone:
Fax:
Fax: E-mail:
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.
4 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 INTENU'I'U 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 roe that may, be fo d in the public
q p y pp property rty y p is records of
this county, and there may be additional permits required from other governmental entities such as water management districts, stet agencies, or federal agencies.
p fy r of the property of the requirements of Florida
Acceptance of ern' s ve icatrot I yet oti the owner Lien Law, FS
Signatur of Owncr/AEynt Date Signature of Contractor/Agent J Date
Signature
Name
4-1P -o-7
DANILO 141-ii@n7`
MY COMMISSION .q 01111
EXPIRES: Jai !,d!Y 25,2W9
Bonded Thru Notary Foili,. Unuanvr'Aere
In a— Me or
VProduccd ID -(_ / (>C_ —
APPROVALS: ZON1N UTIL:
Special Conditions:
Rev 02/2007
FD:
Print Contractor/Agent's Aare
Signature
of Florida Date
actot/Agent is __ Personally Known to Me or
Produced ID 40k?
ENG: BLDG.�
revisions date
RAFTER
7'-4" to 11'4'
AT EACHLCORNERI1k�I lvl\J 2" X 6" FLOOR JOISTS
2"x 6" P.T. FRAMING RING
TYPICAL 4 PLACES W/
EACH MITRE
AT EACH CORNER BOARD MITRE
2"X12" P.T. ROOF PLATE
(8 PLACES )
LUS26 EACH END
W/ (2) #8 X 3" SCREWS
PLATE TO POST
TYPICAL 4" x 4" SKIDS AT 2 PLACES
2" X 6" TYP, 4 PLACES
., >
AND ATTACH TO OUTER BAND W/ A33 CLIP
_
ATTACH RAFTER TO 21)x10"
W / (3) 12d RING SHANK
AT 4 PLACES
F WITH X 3"
SCREWS
NAILS TO JOIST
�5)8
(1) OT P, (2)
PER SIDE.
2"
X 6" BRACE TYP. 8 PLACES
o_
W/
_0
(3) 12d RING SHANK NAILS -.,-------------
_ _ _ _ _ _ _ _ _ _ _ _ _
-— — — — — — — —
--
TO
OUTER BAND AND (6) 12d
RING SHANK NAILS TO POST
i
4" X 4" TYP. 8 PLACES
C -~-�— _-- ------
2" X 6" OUTER BAND
TYP. 8 PLACES
TYPICAL ATTACH 2" x 6" JOISTS
TO 4" x 4" SKIDS WITH H3 CLIP
AT 4 PLACES
2"x4"TOP OR
W/ (2) #8 x 2 1
SCREWS TO POS_
DECORATk
MIN. 36" f
4" SPACE
MAX. 2" q-
BOTTOM R
2x2 SPINDLES
W/(1)#8x21,
SCREW TO 2" x 4" RAIL
O
2" x 6" FLOOR DECKING ATTACH
TO OUTER BAND W/ #8 x 2-1/2"
SCREWS @ 3" O.C. AND MIN. (3) PER JOIST
FLOOR FRAMING P'LAN
7'-4" to 11'4'
ELEVATtON PLAN
2" X 6" FLOOR JOISTS USE TP35 FLAT MENDING PLATE
CONTINOUS FULL SPAN 0 AT (8) PLACES WHERE 2x12 PLATE
TYPICAL 2 PLACES W/ a MITRES AT CORNERS ON TOP SURFAC
LUS26 EACH END
d-
(4) #8 x 3" SCREWS PER
JHIST END INTH 4"X4" PHST
CENTER CONNECTION DETAIL
;!0) 2" NOTCH, MATCH TO FIT.
FASTENED WITH A35 CLIP AND
(3) 12d RING SHANK NAILS
2x6 ANGLE BRACKETS
W/ (2) #8 x 2 1 /4"
SCREWS EACH END
�r-
i
X
0
E
CD
LO I
2"x 6" P.T. FRAMING RING
W/ (6) #8 x 3" SCREWS AT EACH MITRE
AT EACH CORNER BOARD MITRE
ROOF SHEATHING, 1"X4" FASTENED WITH #8 x 2"
SCREWS(2) PER BOARD END @ 1-1/8" O.C.
(SHOWN ON ONE SECTION FOR CLARITY)
AFTER TO PLATE WITMV
SHANK NAILS, (3)
AFTER CONNECT RAFTER TO
OST WITH (1) MTS12 STRAP
Structural plan review is limited to a
general survey for code compliance. No
review is implied nor was taken to
ROOF' FRAMtNG ?"'LA
verify structural adequacy
DECORATIVE OPTIONAL ROOF CUPOLA
ATTACH WITH #8 x 2 1/2" SCREWS
(2) PER 2x10 RING BOARD
4-6" CEDAR SHAKE ROOFING WITH
(4) 1" CROWN x 1" STAPLE PER SHINGLE
CONNECT RAFTER TO 44 PT. POST WITH
i (1) SIMPSON STRONG TIE MTS12'STRAP
1"x 6" PT FACIA
26 P.T. DECKING W/ (3) #8 x 2 1/2" SCREWS TO JOIST
26 P.T.
GAZEBO IS ATTACHED TO 44 PT SKI
W/ (1) A33 CLIP AT (4) PLACES
PRE MANF, 4"x8"x16" (
OR 2%8%16" CONCRETI
OR 1" x16"x16" ABS PLAN I IV I nui
FOR LEVELING MAX. 36" O.C, AND
MAX. 4" FROM PERIMETER FLOOR BEAM
MAX. 3" OF WOOD SHIM FOR LEVELING
PURPOSE
GENERAL NOTES:
1. ROOF AND FLOOR JOISTS AND ALL FRAMING LUMBER SHALL
PRESSURE TREATED #2 SOUTHERN YELLOW PINE .40
2. FLOOR SHEATHING SHALL BE 2x6 PRESSURE TREATED #2 SOUTHERN
PINE ANCHORED W/ MIN. (3) #8 x 2 1/2" SCREWS EACH BOARD
3. ALL FASTENERS AND METAL SHALL BE GALVANIZED STEEL
4. OPTION 3 TAB ASPHALT SHINGLES WITH (4) 1 1/4" ROOFING NAILS
OR 29 ga. METAL ROOFING WITH #8 x 1 1/2" SCREWS W/ NEOPREME WASHERS
@ 12" O.C. AT VETICAL RIDGES ON EACH PANEL
5, BUILDING AND SKIDS AVERAGE 25 PSF DEAD WEIGHT
4" X 4" PT POSTS 8 PLACES
W/ 1x4 TRIM 2 FACES W/ MIN.
(2) #8 x 2 1/2" WOOD SCREWS
Code violations found during inspection
are required to be corrected.
Plan/permit issuance does not grant
approval of a code violation. 2004
FBC109.1
(2) 3/8" x 4 1/2" GALVANIZED LAG SCREW WITH 1" WASHERS
ATTACHING 16ga 1-3/8" x 8 TO 48" GALVANIZED STRAP TO GAZEBO POST
AND OUTER BAND THEN 3/8" GALVANIZED THRU BOLT WITH 1" WASHERS
STRAP TO TYPE #JO 5/8" DIA. MOBILE HOME TYPE EARTH ANCHOR
NOTE: IF ANCHORINC TO CONCRETE USE SIMPSON A24 WITH 3/8" x3" EXSPANSION BOLT TO
EXISTING 4" 2500 PSI CONCRETE SLAB AND (1) 3/8" THRU BOLT TO ANCHOR STRAP
CRIES
XIS1ING GRADE PLANS REVIEWED
CITY 'fg"" SANFORD
dIN. 20"
'1'1'PICIL SEC' ---'ON VE-1-W
CONSTRUCTION TYPE: V-B (OPEN)
WIND SPEED = 150 MPH (3 SEC. GUST)
WIND IMPORTANCE FACTOR = 0.77
WIND EXPOSURE = CATEGORY C
-INTERNAI-P -- A8- N/A
COMPONENTS AND CLADDING
Rook,= +20.2 / -04.6
WALL= +49.0 / -65.8
DESIGN REQUIREMENTS LIVE LOADS
ROOF = 20 PSF
FLOORS= 100 PSF
ASSUMED SOIL DENSITY= 2000 PSF
NOTE: THIS PROJECT HAS BEEN DESIGNED
IN ACCORDANCE WITH 2O04 FLORIDA BUILDING
CODE and RESIDENTIAL SECTION R301 DESIGN
CRITERIA AND ASCE 7-02 TO THE BEST OF
MY KNOWLEDGE THESE CONTRACT DOCUMENTS
PREPARED UNDER MY DIRECT SUPERVISION,
COMPLY WITH THE APPLICABLE MINIMUM CODE
REQUIREMENTS AND THE SAFETY STANDARDS
AS DETERMINED BY THE LOCAL AUTHORITY IN
ACCORDANCE WITH CHAPTERS 553 AND 633
OF THE FLORIDA STATUTES.
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drawn by
PAC
checked by
KE
date
04/10/2006
scale
NOTED
job no.
3427
drawing no.
A I
sheet 1 of 1