HomeMy WebLinkAboutMISC LETTER-. x c-onstruction uoro_
I e Cerritied Generai Contractor CGC047089
W1ylundv St.
Port Saint Lucie Fl, 3"y»
Tel: (772) 249-62,71
io: xvir. and Mrs. Sweeney SCANNED
8500 Viburnium Ct BY
Port Saint Lucie, F134952 St. IOCie County
Tel: (772) 237 5nn9
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we hereby propose to furnish all Iabor and materials to complete the job described below
1. Form, steel placement, and pour concrete drive next to existing drive way
termmattng to walk way at the end (as per drawing)
2. Extend existing storage eight feet to allow for golf cart parking and match
existing storage
3. Install new over head six feet garage door on the new extention
4. Replace atotal of 4 interior doors, 1 French door, and one pock(et_/(1►�o1or(inc
trim) c,%%kA a;Ur- Oa SttiT &ecl YDa M% t� DcYt LWD �wxb) r •l7
5. Replace all hinges, knobs and door hardware with new brushedirickel '
accessory
6. Paint all doorsand doortrim(bright white)
7. Draw floor plan, structural details,and obtain all required permits as per Florida
Building codes
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Payments hedule `j ` / fiI
$2,500.00
$2,500.00
Acceptance
Mrs. Sweeney
Downpayment
After door installation
Upon completion
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717-846-3747
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I-IR Engineering, Inc.
1541 E. Market St.
York, PA 17403
Alan Hoying, Manager -Code and Regulatory
Ply Gem Siding Group
2405 Campbell Road
Sidney, Ohio 45365
RE: Contractor's Choice Vinyl Siding, FBC 2010-revised
Dear Mr. Hoying;
Fax 717-846.0355
22 March 2012
The following Ply Gem/ Variform vinyl siding product; Contractor's Choice has been
tested and analyzed in conformance with ASTM D 3679-06a as required by Florida
Building Code 2010, paragraphs 1404.9 and 1405.14; plus Florida Residential Code
2010, paragraph 703.11. Contractor's Choice vinyl siding is produced in 4
configurations; Double 5", Double 4.5" Dutch Lap, Triple 3", and Double 4'; all with a
nominal thickness of 0.040". This product has a standard single thickness nail hem.
Structural testing to ASTM D .5206, as required by ASTM D 3679, was done at
Architectural Testing Inc.'s main laboratory located at 130 Deny Court, York, PA 11402
and is reported in A4034.01-109-40 ( test date-09/22/10). The material (physical)
properties testing as required in ASTM D3679 was done at Architectural Testing, Inc.'s
main laboratory located at 130 Deny Court, York, PA 17402 as reported in project
A5540.01-103-77 (test date-06/22/11). Required testing to ASTM D3679 was performed
and evaluated in ICC ES report ESR-1565.
I have performed a combination of rational and comparative analyses on this product,
which includes the mandatory requirements of Annex A1.2.1 in ASTM D 3679.
Installation must be over 5/8" minimum nailable sheathing or Y2" minimum plywood.
Installation fasteners must be roofing nails with 3/8" diameter head, 1/8",diameter shank,
and a minimum length of 1-1/2". The allowable design wind pressures for Double 5" are
+/-78.6 psf for 16" stud spacing. The allowable design wind pressures for Double 4.5"
Dutch Lap and triple 3" are +/-87.3 psf for 16" stud spacing. The allowable design wind
pressures for Double 4" are +/-98.2 psf for 16" stud spacing. In order to achieve these
pressures, all studs must have nails in them and all nails must be in studs.
Contractor's Choice Page 2
The above values can be compared directly to the required wind loads in Chapter 16 of
the Florida Building Code. If there are any questions about this, please contact me.
Sincerely yours;
Allen N. Reeves, P.E., SECB
s- J
Structural Engineer
= 1
Florida License No. 19354
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