HomeMy WebLinkAbout1901 S Park Ave0% F F I to t:
RECEIVED
CITY OF SANFORD
OCT 2 6 2010 BUILDING & FIRE PREVENTION
PERMIT APPLICATION(
A "
0 I Documented Construction Value: $
Job Address: / qm IS,; 5E&2 • Historic District: Yes No 5
Parcel ID: e -- I q - 0 /0 1 b ~ 0 f Zoning:
Description of Work: Wioy bn
Plan Review Contact Person: I T3" i LjL t (GL7— Title:
Phone: -3,g -So-q z Fax: _S Z1 - ZyR -D 7 E-mail: _Ipb ,
Property Owner Information
Name CT 2- Q e2Y r2 Phone: V 7 ` :52a -S-23a
Street: ) t)/ etwz f+-J Resident of property? • C/T
City, State Zip:77 I
Contractor Information
Name ` .5 I Civl !? non Phone: 3Z _70 -136 S
Street: 3 y 1 ,5- Z e , lJFL En2 - tM Fax: it ci 6 as5
City, State Zip: D F- L -filn9 /'3- l'- L % 3 S/ State License No.: (G 0 SS 3CSJ
Architect/Engineer Information
Name: Phone:
Street:
City, St, Zip:
Bonding Company:
Address:
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Building Permit
Square Footage: 9 1-
Construction Type: e <_ No. of Stories:
No. of Dwelling Units: 1 Flood Zone: top
Electrical
New Service - No. of AMPS:
Plumbing
New Construction - No. of Fixtures:
Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 13 No. of heads:
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.
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. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WI II 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, FS' 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate.a plan review charge. If the executed rcontract is not submitted, we reserve the right to. calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will plied to your permit fees when the
permit is released. , A
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known. to Me or
Produced ID Type of ID
Date
I
le)
Print Contractor/Agent's Name
Signature o otary-State ofFlorida Date
V °
Notary Public State of FloridaDouglasEFreed
My Commission DD747712V.; o Expires 03/16/2012
Contractor/Agent is I ers to Me or
Produced ID Type of ID
APPROVALS: ZONING: 244 16--L(00 UTILITIES: WASTE WATER:
ENGINEE
o t
FIRE: BUILDING: er01 % d COMMENTS:
2Rev
11.08
34 5a AAMA
Validator/Operations Administrator) CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CER7IFICATION
MI Windows & Doors, Inc.
P.O. Box 370
Gratz, PA 17030 L s
Attn: Rick Sawdey
The-produ_ct_descri_bed=below=is___--
is based on successful completion of tests, and the reporting to the Administrator
by an AAMA Accredited Laboratory.
1. The listing below will be added to the next published AAMA Certified Products Di"reuory.
SPECIFICATION
RECORD OF PRODUCT TESTEDAAMA/WDMA/CSA 101 /I.S. 2/A440-05
H-R35*-1324x1575(52x62)
COMPANY AND PLANT LOCATION
CODE SERIES MODEL & PRODUCT
MAXIMUM SIZE TESTED
NO. DESCRIPT10N
MI Windows & Doors, Inc. 740/3740 (FLANGE) FRAME SASH
70412"' Ave. MTL-9 AL)(O/X)(CG)(INS GL) 1324 mm x 1575 mm 1292 mm x 791 mm
Smyrna, TN 37167 TILT)(ASTM) 4'4" x 5'2") 4'3" x 27')
2. This Certification will expire April 16, 2014 and requires validation until then by continued listing in the current AAMA Certified
Products Directory.
i
3. Product Tested and Reported by: Architectural Testing, Inc.
Report No.: 99034.01-109-47
Date of Report: April 29, 2010
Date: April 30, 2010
Cc: AAMA
JGS
ACP 04 (Rev. 8/06)
Validated for Certification
A
A oci ted Laboratories, Inc.
Authorized for,Certification )
Americarl Architectural Manufacturers Association
ELEVATION
52"
6' typ.
I
Mid —span
s" typ.
N
w
1' MINIMUM
PENETRATION
i":"CLEARANCE
CALL FOUR SIDES)
8 x 1 1 /4"
Screw
Caulk and
by . others) perineterr'
Caulk between (by oth;
flange and buck.
i
I
i
HEAD DETAIL
by others)
Caulk around
perimeter.
Caulk between
flange and buck,
by others)
Anchor
See Section Details)
Ext"rla'
by others)
Caulk beteeei
flange and bud
Caulk around
perimeter,
by others)
JAMB DETAIL
SILL DETAIL
2X,BUCK AS REQUIRED
1' MINIMUM.
PENETRATION
8 X 1 1 /4" SCREW__
MUST .ACHIEVE 1" PENETRATION
INTO STUO.
TYPICAL)
SHIM AS
REQUIRED
Notes:
1. Installation depicted based off of
structural test report 99034.01,
specimen #2
2. Wood screws shall satify the National
Design Specification for Wood
Construction for material type and
dimensional requirements.
3. Wood buck installations are assumed 2x
S—P—F (G=0.42) or denser. Buck width
shall be greater than the window frame
width. Tapered or partial width bucks
are not allowed. Wood buck shall be
secured to the structure to resist all
design loads.
4.. Woad screw lengths shall be sufficient
to guarantee 1' penetration into
wood buck.
5. Maximum shim thickness of 1/4"
permitted at each fastener location.
Shims shall be load bearing, non —
compressible type.
6. These drawings depict the details
necessary to meet structural load
requirements. They do not address the
air infiltration, water penetration, intrusion
or thermal performance requirements of
the installation.
7. Installation shown is that of the test
window for the size shown and the
design . pressure claimed. For window
sizes smaller than shown, locate jamb
fasteners 5' from head and sill and at
midspan of jambs. Locate head
fasteners 6" from jambs and one at
midspon. Design pressures of smaller
window sizes are limited to that of the
test window.
SIZE AND DESIGN PRESSURE CHART
FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +35.09/-35.09 UNITS UP TO 52' x 62'
SEE TEST REPORTS FOR INOPAOUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE. LIMITATIONS)
Ma
l ®®' INSTALLATION INSTRUCTIONS rent 5/3/10
xi d( FASTENER SCHEDULE —FLANGE— 010 °ATE
mawcc
acxe axon:
Windows&Doors 740/3740 Single Hung NONE 1 -
Gratz, PA —
om
740 Fig —
1
3 esBU/LBEBs1#ve
3415 LK. HELENOSTEEN RD.
DELTONA, FL. 32738
386) 789-1368
FAX (321) 249-0358
CGC 055235
October 25, 2010
Bid# 1901-10-8-IOB
SUBMITTED TO: GERI PARKER
407-322-5232
PROJECT
LOCATION: 1901 S. PARKA V
SANFORD, FL
WE PROPOSE TO FURNISH THE MATERIALS AND PERFORM THE LABOR NECESSARY
FOR THE COMPLETION OF THE FOLLOWING:
WINDOW REPLACEMENT TO INCLUDE THE FOLLOWING,
REMOVAL AND REPLACEMENT OF WINDOWS AT THE ABOVE STATED RESIDENCE EXCLUDING
2) BATMOOM UNITS.
NEW WINDOWSARE "BETTER BUILT" SERIES 3740MILL FINISHED SINGLE HUNG.
INSTALL NEWBUCKMATERL4LAS NECESSARY
ANYADDITIONAL EXTERIOR STUCCO OR INTERIOR PLASTER WORK (IF NEEDED) WILL BE
COMPLETED BUT WILL BEANADDITIONAL CHARGE.
WINDOWSARE ONLYAVAILABLE WITH "CHARCOAL" SCREENS. REPLACEMENT OF THE
SCREENFABRIC WITHA LIGHTER COLOR ISAVAILABLE FOR ANADDITIONAL COST.
PG. 1
Bad # 1901-10-8-IOB
ATTENTIONA"
3-C'S BUILDERS IS NOT RESPONSIBLE FOR DAMAGE TO CONCRETE DRIVEWAYS BY DELIVERY TRUCKS. IF
OWNER REQUESTS THAT DELIVERYTRUCKSNOT PROCEED ONCONCRETE DRIVEWAYS THERE WILL BEAN
ADDITIONAL "HAND STOCKING" CHARGE OF $50.00 PER HOUR TO RELOCATE MATERIALS FROMTRAVEL LANES
ANYALTERATIONS FROMABOVE STATED WORKINVOLVING A PRICE CHANGE WILL REQUIRE A CHANGE
ORDER AGREED UPONBY3-C'SBUILDERSANDTHE OWNER. ANYADDITIONAL
PROPOSALS, ESTIMATES OR JOB LAYOUTS WILL BE COMPLETED AT 60.00 PER HOUR - WORKERS
COMPENSATION (OR STATE EXEMPTION) AND GENERAL LIABILITYINSURANCE IS CARRIED BY 3-
C'S BUILDERSAND ALL SUB -CONTRACTORS, OWNER IS RESPONSIBLE FOR ALL OTHER REQUIRED OR REQUESTED INSURANCE'
S. ALL
LABOR & MATERIAL IS GUARANTEED FOR (1) YEAR FROM THE DATE OF INSTALLATION OF THE ITEM, ANYREPLACEMENT
OR REPAIRS OF ITEMS AFTER THE (1) YEAR WARRANTY DATE WILL BE AT A COST TO THE CUSTOMER.
ALL
LEFTOVER MATERIAL DELIVERED FOR, OR BROUGHT BY3-C'SBUILDERS To THE PROJECT SITE REMAINS THE
PROPERTYOF 3-CS BUILDERS INC. TOTAL PROJECT
COSTS: $2,473.00 DRAW SCHEDULE
AS FOLLOWS: IN FULL UPON COMPLETION RESPECTFULLY SUBMITTED
BY.- ROBIN W. CLEBERG PER 3-
C'S BUILDERS INC. AS FURTHER
CONDITIONS TO THE PROPOSAL, IT IS UNDERSTOOD THAT WE WILL NOT BE RESPONSIBLE FOR DELAYS CAUSED
BY CONDITIONS BEYOND OUR CONTROL AND THAT THE PROPOSAL MAY BE WITHDRAWNBY 3-C'
S BUILDERS IF NOT ACCEPTED WITHIN(1 S) DAYS OR AT ANYTIME PRIOR TO DOWN PAYMENT. ACCEPTANCE OF
PROPOSAL CONSTIT UTES A CONTRACT BETWEEN 3-CS B UILDERS AND SIGNER, SIGNER ASSUMES RESPONSIBILITYOF
PAYMENT IN FULL ACCORDING TO CONTRACT. ANY PRELIMINARY
WORK (DRAWINGS OR APPLICATIONS, ETC.) FURNISHED BY 3-CS BUILDERS WILL BE SUBJECT TO
A PRORATED CHARGE (UPON CANCELLATIONBYOWNER AFTER SIGNING) AT A RATE OF 60.00 PER HOUR 2
ACCEPTANCE
OFPROPOSAL
BY. 1 HAVE
THE AUTHORITYTO ORDER WORKAS OUTLINED ABOVE AND AGREE FURTHERMORE TO PAYA SERVICE OF
1 112 % (18%A. P. R.) ONTHE UNPAID BALANCE BEYOND TERMS STATED. 1 ALSO AGREE TO PAYALL COURT COSTSAND ATTORNEY
FEES SHOULD COLLECTION EFFORTS EVER BECOME NECESSARY. DATE: D
A PG. 2
To: Debbie Blanton Page 2of2 2010-10-27 19:56: 10 (GMT) 13212490358 From: ROB CLEBERG
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