HomeMy WebLinkAbout2622 Laurel Ave 94-1863 Enclose Carportac aa Lc, use ZONE
DATE CONTRACTOR '
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ADDRESS PHONE #
ELECTRICAL
CONTRACTOR
ADDRESS PHONE #
MECHANICAL
CONTRACTOR
ADDRESS PHONE #
MISCELLANEOUS
CONTRACTOR
ADDRESS SEPTIC
TANK
PERMIT NO. SOIL TEST
REQUIREMENTS (__) FINISHED FLOOR
ELEVATION REQUIREMENTS
1, ) ARCHITECTURAL APPROVAL
DATE: SUBDIVISION: PERMIT #
JOB
COST $
FEE $
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FEE $
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NO.
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3a MODEL: OCCUPANCY
CLASS:
INSPECTIONS TYPE
DATE
OK REJECT BY FEE $ ENERGY
SECT, CERTIFICATE OF
OCCUPANCY ISSUED ,# DATE:
FINAL DATE
c;? 3-X EPI: FEE $
ENERGYSECT, CERTIFICATE OF
OCCUPANCY ISSUED ,# DATE:
FINAL DATE
c;? 3-X EPI:
C I T Y O F S A'N F 0 R D
7/12/94 BUILDING PERMITS 1'
300 N_ PARK AVENUE INSPECTIONS
SANFORD FL 32771
I 24 HOUR NOTICE REQUIRED ;
FOR ALL INSPECTIONS
PHONE (407) 330-5659 y
APP TYPE: ENCLOSE CARPORT i
PARCEL #: 01.20.30:.506-0000-5300
LOCATION: 2622 LAUREL AV.
OWNER: BARROWS ROSS A
ADDRESS: 2622 LAUREL AV 9
SANFORD FL 32771
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PHONE: —
CONTRACTOR:SHOEMAKER CONSTRUCTION COMPANY,'
ADDRESS:- SHOEMAKER, KAY.
P 0 BOX 1885
SANFORD . FL'32772 E
PHONE:
CERTIFICATION #:•: U 378428-1398
FEES CHARGED DATE: :FEES PAID:
PERMIT #: 94=00001863`000 000:BLCA
TYPE: BUILDING PERMIT —.NEW/ALTER
ISSUED DATE: , 7/12/94 VOID .;DATE,1/09%95 r
BUILDING PERMIT — NEW/ALTERPMTFEE 51.00 7/12/94 51.'00
APF FEES
4;i APPLCTN FEE_BUILDING 10.00 7/12/94 10.00
O RADON GAS : TAX° FEE _ 1 60 7/12/9 . 1.60:
t RECOVERY FD/CERT., PGM1.60 7/12/941.60. TO`& FEES: $
64.20 64.20 i RECEIPT
9: (
r APPROVED BY:
SIGNATURE: FAILURE TO
COMPLY WITH MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING a TWICE FOR
BUILDING IMPROVEMENTS. NOTE: ALL .
FEES MUST BE PAID PRIOR _ BEING ISSUED. TOC.0Ce1
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CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
j Flo
PERMIT ADDRESS 2622 Laurel Avenue PERMIT NUMBER ` 1 — I `—o3
Total Contract Price of Job $3, 600. 00 Total Sq. Ft. 320
Describe Work Enclose Carport
Type of Construction Frame Flood Prone =K
Number of Stories 1 Number of Dwellings Zoning _
Occupancy: Residential X Commercial Industrial
LEGAL DESCRIPTION (please attach printout from Seminole County)
TAX I.D. NUMBER 01-20-30-506-0000-5300-.0-8
OWNER Ross Barrows PHONE NUMBER 407-322-3788
ADDRESS 2622 Laurel Avenue
CITY Sanford STATE Florida ZIP 32771
TITLE HOLDER (IF OTHER THAN OWNER). same
ADDRESS
CITY STATE
BONDING COMPANY
ADDRESS
CITY
ARCHITECT None
ADDRESS
CITY
MORTGAGE LENDER
ADDRESS
CITY
None
None
STATE
STATE
ZIP
ZIP
ZIP
STATE ZIP
CONTRACTOR Shoemaker Con.st. Co., Inc. PHONE NUMBER 407-322-3103
ADDRESS P. 0 _ BOX 1885 1ST. LICENSE NUMBER RG 0000958
CITY Sanford, STATE Flor.i.da ZIP 32772-1885
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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, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that
all work.will be done in compliance with all applicable laws regulating construction
and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED
ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN
ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR
THE 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 management districts, state agencies, or federal agencies.
ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF
THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713.
C (D O
ell 7-11-94 7-11-94
10 " r+
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Signature of Owner/Agent & Date Signature of Contractor & Date o a
F-' N
Ross A.. Barrows A K. Shoemaker, Jr. H
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Type or Print Owner/Agent Name Type or Print Contractor's Nameor
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7-11-94 b
Signatu of Notar & Date signatuo of NotarQ & Date
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MARGARET A. JACK
N, e`
MY COMMSION # CC 741-159EXPIRES: MBy28 1998
qg °•' Bonded rnru NOW PW* Underwrbrs iJ o
Margare-c 1X11'Jact.l )
MARGARET A. JACK
MY COMMISSION N CC 374
EXPIRES: May 29,1998
Application Approved BY: Ai:;&I < 17
FEES: Building ( Rad 3; Police ire
Open Space Ro d,Impact Application ICE
PERMIT VALIDATION: CHECK CASH DATE BY
ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN)
THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE
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THIS STRUCTURE HAS BEEN DESIGNED
TO MEET OR EXCEED THE 100 MPH
WIND LOAD REQUIREMENTS OF SEC. 1205
OF THE STANDARD BUILDING CODE,
1991 ED. W/92 REV.
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DESIGN, INC. P.
O. Box 520695 - EMFl KCk cpti/57kUc-TDitI G''O LONGWOOD,
FLORIDA 32752 407)
699-4500 FAX (407) 699-1488
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THIS STRUCTURE HAS BEEN DESIGNED
TO MEET OR EXCEED THE 100 MPH
WIND LOAD REQUIREMENTS OF SEC. 1205
OF THE STANDARD BUILDING CODE,
1991 ED. W/92 REV.
366
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ENGINEERING DESIGN, INC.
P,O. Box 520695
LONGWOOD, FLORIDA 32752
407) 699-4500 FAX (407) 699-1488
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P.O. BOX 520695 LONGWOOD, FLORIDA 32752-0695
407) 699-4500
NOTE$:
I. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL- LOADS TO BEARING WALLS.
2. TRUSSES, GIRDERS, AND BEAM TIE DOUN5 TO BE SIZED PER TRUSS MANUFACTURERS
UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A
NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER
3. HEADER STUD REQUIREMENT
2 HEADER STUDS (EACH SIDE) I'-(o" TO &'-O"
PROOF 11)" {
3 HEADER STUDS (EACH SIDE) 6'-0" TO 12'-0" 1
4 HEADER 5TUD5 (EACH SIDE) 12'-0" TO 18'-0" O
4. BEARING WALL NAIL PATTERN
@I. PLYU100D: (FIELD) USE BD NAILS - 12" O/C I i
EDGE) USE 8D NAILS is 6" O/C
2. GYPSUM: (FIELD) USE 5D NAILS - 10" O/C I OI
EDGE) USE 5D NAILS - 1" O/C
5. ROOF.NAILING PATTERN
OZONE I - USE 8D COMMON NAILS - 12" O/C
2 ZONE 2 - USE BD COMMON NAILS - .b" O/C O O O O
3 ZONE 3 - USE 8D COMMON NAILS - 4" O/C..
6• 1/2" GYPSUM CEILING: USE 5D NAILS - 1" O/C z..cFi,aRT
2X4FIRE—
BLOCKING
AT MID -SPA
SIMPSON
MTT22
5P2 EVERY STUD TOP
ROOF FRAMING A DOUBLE TOP PLATE
All
I • I a.
EVERY CRIPPLE f3OTT.
5IMPS,ON L5T,604-
2X4FIRE
BLOCKING
AT MID-5PA'
2" ANCHOR
48" O/C
SIMPSON SPI SHALL BE USED FOR EVERY
CLIPTUD -EQBOTT.
PL. S [?..
wR6-0 SILL (P ExcEEps48 H TYPICAL
FRAMING AND CONNECTION$ FOR OPENING 5 I
DER SGNEDUL-E HDRI'
DBL. 2" X &" W/ 1/2" PLYWD. FLITCH HDR2"
DBL, 2" X 8" W/ L?" PLYUC. F-LITCH DBL.
2" X 10" W/ 112" PLYUA7. =LITGN NDR3HDR4"
DBL. 2" X 12" W/ 1/2" PLYUV. FLITCH HDR5"
DBL. 1 3/4" X 11 1/e" MICRO-LAM—; HDRb"
DBL. 1 3/4" X lb" MICRO=LAM BOTTOM
PLATE 1
5 VERT. RE NF.7 F'..
END STUD ANCHOR
BLOT 48"
O/C (VERTJ RAME
TO 5LOCK C "
ECTT I ON
24 349J_