HomeMy WebLinkAbout119 Aldean Dr 18-4755 RE-ROOF' CITY OF
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PERMIT APPLICATION
BUILDING DIVISION ��� _ 14��-
Application No:
Documented Construction Value: $
Job Address: 1 I l6l0C��-� j�%'� )C�n -6t"6' Historic District: Yes Ll N.oM-
Parcel ID: � �'- I i- 511- " ("606- a 10/-) Residential2R Commercial ❑
Type of Work: New ❑ Addition ❑Alteration [IRepair [IDemo ❑ Change of Use [IMove
! ❑
Description of Work: eron lF/
Plan Review Contact Person:
Phone:
Fax:
Email:
Property Owner Information
Name D(,( -, -Ho rf i, S Phone.
Street: f i G7 6j (/I ec i'1 or.
City, State Zip: lf'1 �� roZ -�'L -3x,77 l
Title:
Resident of property?:
Contractor Information
Name 00, I -P
Iitiind—ba-n
d01 5f
Phone: 00-7
Street: 0409?�
gkWVOC-1 6'-1"
Fax:
City, State Zip:
LGt% �t
F� �/
State License No.:
Architect/Engineer
Information
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Name: J U
1
/
Phone. ���/'
/ " (I? q V��
Street: (' K,
1 U . .6o Yo
f---/ 14ae,,
Fax:
City, St, Zip:
�/rY)G(
R cQ 72 0
E-mail: -t f-) co
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LCh
Bonding Company:
Address:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NO'T'ICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENT'S TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT
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.
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RECORD COPY
REVIEW D FOR CODE COMPUANCE
PLANS EXAMINER
DATE
SAN; ORD BUILDii\IG DIVISION
A PERAitl' ISSUED SHALL BE CONSTRUED TO BE A
LICENSE 1 D PROCEED WITH THE WOF31K AND NOT AS
AUTHOP TY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE AN' OF THE PROVISIONS OF THE TECHNICAL
CODES, NC R SHALL ISSUANCE OF A PERNIIT PREVENT
THE B JILDING OFFICIAL FROM THEREAFTER
REQUIRIP G A CORRECTION OF ERRORS IN PLANS,
CONS11'UCTION OR VIOLATIONS OF THIS CODE
q' Qr LDIAI
SANFU,
STRUCTURAL NOTES
IMPORTANCE/USE FACTOR #1 , WIND EXPOSURE C
BUILDING CATEGORY II, INTERNAL PRESSURE COEF, .18
THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED
THE MINIMUM REQUIREMENTS OF THE 2017 6th ADDITION
FLORIDA BUILDING CODE (RESIDENTIAL) FOR A 139 (VULT)
AND 108 (VASD MPH WIND SPEED
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Existing
Provide 2'x8' *2 S.Y.P
Floor Joist At 16' O.C>
Existing
FLOOR JOiST LAYOUT
(See Detail Below)
Fascia And
Soffit To-,--'
Match Existing
House
Simp MT516,1-'
Top Plate
Ra iter
Exterior To Be---1/iro' 05B
Provide Tyvek
Provide Nard(plank Finish
Provide 1 Ply Roof
System. Provide (2)
Layers Peel And Stick
1_r,.
2'x8' *2 5-Y,P Rafter
At 24' O.C>
RAFTED LAYOUT
(See Detail Below)
Provide 2"x8" Ledger Board
Connect w/1/2' x3-1/2' Lag
Bolts a 16' O.C.
`- .,Provide R-30 Insulation /
'rovide Double 1/2' Drywal And Paint gimp H2.5
To Plate
Connect To Stud Ra iter To
with 5imp 5P2 Ledger
_ rldow
,Provide R-13 Insulation
Finish w/I/2" Drywal And Paint
2'x4° Studs At Iro' O.C.
Per Manufac. Spec 2'x4" Bottom Plate
Exterior Sheathing To NU52ro
Be Nailed 6' Edge 12' 3/4' Ply Sub Floor
Field
Provide Simp LSA2'x8' *2 S.Y.P. At 16' O.C.
T-_� _
Rim To Stud --Simp META16 Masonry
;t To Rim Board
Grade^
2'x8' Ledger
Provide *5 Rebar Board. Connect
As Shawn. " To Existing with Footing —
Provide 161x8' Footing 1/2'x4' Exp Bolts
W/2 *5 Rebar Cont. Termite Treat And Provide At 16" O.C.
Provcle Knock Out Block At
Top Filled with Concrete
With (1) *5 Cont. WALL SECTION AND CONNECTIONS
Existing
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5'-5"
2.f1_ol
FLOOR PLAN / ELECTRICAL
SP4 OR BENT OVER LSTA24 DOUBLE TOP PLATE
OR SP2 e 32. O.C. — -'7 1
SEE
STRAPPING CHART
DOUBLE TOP PLATE
Existing
Ream
To Rema in WWI
n ow Ta F'3e nailed- n
Frame with 4*8 wood Screws
Around Perimeter At 8' O.C_
window To Be- Flashed And
caulked
SP4 @ EACH STUD B
I CRIPPL STUDS
(Y/
EXISTII
HED
HEADER
HEADER
8 16 D.C.
SYMMETRICAL
ting Floor System To
em To Rema inm
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SP[ OR SP4 0 EACH STUD
TYPICAL FRAMING AND CONNECTORS
FOR ❑PENINGS<WIND❑WS/DMRS)
FOR EXTERIOR ❑R INTERIOR LOAD BEARING WALL
SP4 OR BENT OVER LSTA24
2 EA STUD
LSTA12 R 32' O.C. MAX.
_FULL LENGTH
WALL STUDS
FASTEN STUDS NE S�gGGERED ROW
OF 1Gd. NAILS R 6' O.C.
Existinc
Beam 17
To Rem
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revisions
Existing
Ream
To Rema in WWI
n ow Ta F'3e nailed- n
Frame with 4*8 wood Screws
Around Perimeter At 8' O.C_
window To Be- Flashed And
caulked
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ting Floor System To
em To Rema inm
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Fasc
Ma tc
Existing Steps
FRONT ELEVATION
Showing Front Porch Back To Its Original State
LEFT ELEVATiON
Showing Left Side Of New Bath Addition
Showing New Bath Addition
Exterior To Be 1116" OSB
Provide Tyvek
Provide Nardiplank Finish
Per Manufac. Spec
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