1114 Park Ave 05-127 Shedr Oct 05 2004 2:07PM City of Sanford Planning 407 330 5679
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CITY OF SANFORI] TEILV11 APPLICATION
Date:
Job Address:
Description of Work: R C�Gr C-C
__S�h (? G'
filstoric District; Zoning:
Valuc of Work;
Perndt Type: Building Electrical Mechanical Plumbing Fire SprinkledAlarm Pool
Electrical: Now Service —'t of AMPS
AdditimVAlteration.
Change of sex-viee Temporary Pole
Mechanical: Residential Noa-Residential
Replacement
New __ (Duct Layout & Energy Cale. Required)
Plumbing/ Nov Commerclnl: # of Fixtures
# of Water & Sewer Lutes
it of Gas Lincs
Plumblug/New Residential: # of Water Closets
Plumbing Repair — Residential or Conuner/eial
Occupancy Type: -Residential Corruxtercial
Industrial
Total Square Footage; �l0 f S�Q cq
Construction Typed # of Stories:
# of Dwelling Units:
Flood Zone: (FEMA form required for other thuu IC)
/
Parcel ( rl
#:
(Aftadr Proof of Ownership & IJcg+tl I]erx ripttoa) -��
,a Gtrl U e
Owners Name & Address:
`
Contractor Name & Address:
Phone &z Fax: `IV
Bonding Company:
Addresa:
Mortgage Lender:
Address:
Architect/Lrncine er:
Addroc
- _. ContactPeramu
Phone' -( V 1 121 /
use Numbor: _F 1 IQ G -I/—
Phone: q 0
Phone;
FAX:
Application is hereby made to obtain a permit to do the work and installations as indicated. I earthy that no work or installation has couuaerasod prior to the
issuaneo of a pvorrnit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction, I undorataad that a sepmaw
permit must be secured for ELECTRICAL WORK, YLUM)31NG, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HE&TERS, TANKS, and
ALL, CONDITIONERS, otc.
OWNER'S AFFIDAVIT I certify that all ofthe foregoing information is accurate and that all work will be done in compliance whit all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURB TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR MIMOVEMBNTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requiromants of this permit, thoro may be additiunal reatrictioas applicable to this property that may be .found In the public records of
this County, and thcrc may be additional pormits required from other governmental entities such as water waaase-mont diatduta, state agencies, or fodarat Hgeacies.
Ae :ptunce ofr t is vo4c tian that I will now c: owner of tho property of
dw mqter uincnts of Florida Lion Law, FS 713.
CIA
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U oo S turk'Af Owner/Agent late Signature ofContractor/Agent Date
c�6�IL r\\ I e r
•`- a P ' t Owner/Agoru'a-N Inc, P..iut Contractor/Agent's Mine
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wSignatute of No ry 'fate of Florida Date Signature of Notary -States of Florida Date
o° Owner/Ageat is Parsonaily Known to M oY Carrtraetnt/Ageztt is Personally 1Gnown to 2vie nr
N' S __,-. Produced ID _ Produced ID
APPLICATION APPROVED BY: B6ldg- 7,aning: Utilities; � IzD:
(Initial & Date) (Wtlai &c Doc) (Initial &s Data) (luitial & Datc)
Special Conditions:
$�j
I
�+ 121011
2x4 #2 syp pt floor jouist 241foc
4x4 #2 syp pt. runner 16" in on sides
911111
r
Ista 9" on all studs
0 0
5'
r81 0'
1x6 coller tie w/ 4#6 nail per sid
T
TYP: Rafter plan 1 /2"=1'-0"
1/4"x1112"x2"
TYP anchor details N.TS
NOTE: 12" in from corners
on long side 8'oc min.
spf 2x4 dbl. top plate spf 2x4 studs 2' oc
7'
1 TV
in "-'L 5 TYP: back wall framing 1/2. .1'-®"
-
7
fl. top pl_ ate spf 2x4 studs 2' oc
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ler
2
3ttorn
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(P: front wall-framina 1/2"=1'-0"
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'P'�-XArin rwl frami
STRUCTURAL NOTES:
STRUCTURAL DESIGN CRITERIA
D-1 CODES - FLA. BUILDING CODES 2002 EDITION
D-2 DESIGN WIND SPEED 120 MPH. 3-SEC. GUST. EXPOSURE B
IMPORTANCE FACTOR (1)= 0.77 INTERNAL PRESSURE COEFFICIENT (GCPI)=+/-0.18
D-3 COMPONENTS & CLADDING PRESSURES FOR ROOF = 50PSF FOR WALLS
WINDOWS & DOORS = 35PSF INWARD OR OUTWARD,
D-4DESIGN LIVE LOADS ROOF= 20PSF FLOOR = 40PSF
D5 SEISMIC: ZONE 0
D-6ALLOWABLE SOIL BEARING PRESSURE 2000PSF
D-7ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF
FLA. BUILDING CODE AND ALL APPLICABLE LOCAL CODES.
WOOD
W 1 ALL WOOD FRAMING SHALL BE DESIGNED, DETAILED AND FABRICATED IN
ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED
W 2 FOR STRUCTURAL�LUMBER , PROVIDE FOLLOWING GRADEAND SPECIES EQUIVALENT
GRF\DE 2 SOUTHERN PINE OR SPRUCE, SURFACES DRY. ALL EXTERIOR LUMBER & WOOD
IN CONTACT W/ CONCRETE, SHALL BE PRESSURE TREATED "PT"
W 3 PROVIDE FRAMING MEMBERS OF THE SIZES AND SPACING SHOWN, OR IF NOT
SHOWN COMPLY WITH THE RECOMMENDOTIONS OF MAUAL FOR HOUSE FRAMING OF
THE NATIONAL FOREST PRODUCTS ASSOCIATION
W4 PROOVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF THE SIZE TYPE
AND LOCATION SHOWN IN DRAWINGS
W 5 DO NOT SPLICE STRUCTURAL MEMBEERS BETWEEN SUPPORTS
W6 PROVIDE MINIMUM 5/16" HARDIE PANEL BOARD FOR WALLS SHEATHING ATTACH @
SUPPORTS WITH 6D RING SHANK NAILS @ 8" OC INTERMEDIATE & 6" OC. EDGES
W 7 PROVIDE MINIMUM 1/2" CDX PLYWOOD FOR ROOF SHEATHI NG ATTACH @ SUPPORTS
WITH"6D RING SHANK NAILS @ 8" OC INTERMEDIATE & 6" OC EDGES
W 8 ALL FRAMI NG TO BE NAI L AT ALL SUPPORTS WITH A #12 FRAMI NG NAI L
MASONRY SUPPORT BLOCKS
M-1 MASONRY UNITS SHALL CONFORM TO ASTM C90 WITH COMPRESSIVE STRENGTH
OF 1900 PSI ON NET SECTION TO PROVIDE NET AREA COMPRESSIVE STRENGTH OF
MASONRY (F'M) OF 1500 PSI
h2.5 ea. rafter
20 yr. fiberglass�shingles 1 51b. felt
5/16" hardie panel for
all walls and gables
provide 6d ring shank
nails 8" field & 6" e
Ista 9' straps
@ ea. stgd
round level
J
2x4 spf rafter 2' oc.
w/ 2x6 syp. ridge ole
H2 @ ea. rafter
dbl. 2x4 spf #2 top plate
2x4 spf.#2 studs 24" oc.
2x4 spf #2 bottom plate
3/4 tongue groove floor
Details on Wood and
44 skids syp#2 pt
skids 1 in from side
floor loulst 2A sy$2 pt, 1611 oc
Connectors N.T.S.
PLANS REVIEWED
(ffY of SANFORD