HomeMy WebLinkAbout39450 SOUTH AVE (10) 4 � J
Carr Contract_ ing ,Services Inc.
General Contractor CCTC060646 Plumbing Contractors CFC 142b l62
3602 Oakwood Drive- Wesley Chapel, FL 33543
Phone: 813-629= 961 Fax: 813-780-8657
Date: Jan. 17,2008 Zephyrhills.Municipal Airport
To: LPA Group T-Hangar Development
Name:Jim Goodwin Project# 11-07-14
Phone: 813-889-3892/Fa-k: 813-889-3893
Letter of Submittal
Subcontractor:NA Supplier: OSI Buildings ?._ �1t
Manufacturer: OSI Buildings Specification/Section#: +V;�r
Product:.Foundation Plans
F r•. Review X A�ppppraval
,4M4r ANTRAM8 SWAgaR&jr•Stamp Here
Project Number and Nam — 2`� �n
Submittal Number:
Deviations:
None'':
As listed: es„b i,,y srri..,. <-- C,vCv"�= ✓t� �r,, 17+h ,
Reference Specification lumber: v,>�� �- �`��� Id'Vi U w
Reforence Drawing Number:
Space Requirement:
As designed:
Different, as listed:
Contractor has jr7ian' submired for approval.
i ►�atrd: tits,
Engineer Stamp,Here
PROVED O APPROVED AS CORRELfi-D
® NOT APPROVED ® REVISE AND RESUBMIT
Checker is only fat cdnfa'mance with the design concept
of tha Pro)s.'. contractor is resi'ronsibin for dimensions
to be confirmed and correlated at the job site; for
iiformation that perlalns solely to the i hricaGon processes
or to isclx>;quos of c3romrlion;and for womiration of the
wort(of an trades. ApprONal of'stems does not rolievo the
contractor from.ccmplying-,ith an requirements of the
Contract Dom menls
T INCORPORATED
! Z! ZL
j/
1 � '
OSI BUILDING SYSTEMS
P.O. Box 5230
Montgomery, Alabama 36103
(334) 834-3500
Fax (334) 265-3850
LETTER OF CERTIFICATION
Date: December 28,2007
RE: O.S.I. Job Number 07-080
Carr Contracting
Building Size: 50'-6" x 231'-8" x 13'-6 '/2 "
Roof Slope : 1 : 12
Building Type: GABLE
To Whom it May Concern:
This letter is to certify that the O.S.I. basic building components as indicated on O.S.I. erection
drawings incorporated in the building described above,have been designed for the loads stated in
accordance with good engineering practice,utilizing the following recognized standards where
appropriate: M.B.M.A., F.B.C., A.I.S.C., A.I.S.I., A.W.S. Additions and deletions of individual
parts, as well as the use of non-standard components or parts, are not covered by this certification
and is the responsibility of the local builder. Any exceptions are noted below:
LIVE LOAD (frame): 12 PSF WIND IMPORTANCE FACTOR(Tw): 1.00
LIVE LOAD (roof): ✓210 PSF BUILDING CATEGORY: GRO B
WIND LOAD (3 Sec. Gust) : 110 MPH EXPOSURE CONDITION: C
COLLATERAL LOAD: 0 PSF ENCLOSURE CONDITION: ENCL.
DEAD LOAD: GM0npgruart WIQ0.18
FLORIDA P.F, #5221(O.S. Bu• n m,Inc.
OSI Building System I2z o�
3950 Birmingham i ig
Montgomery,
®�� ���� a Al. �� � STUAR EY, P.E.
FLORIDA#62216
334-334-3500
The structural components of the building are designed utilizing the load applications in accordance with the Florida
Building Code,2004 Edition with Florida Building Code 2006 revisions,by the Florida Building Commission.
O.S.I.certifies the design only. The builder is responsible for the erection. Certification does not apply to the
foundation design or other on-site structures or components not supplied by O.S.I.
REVBEW DATE, ,t g
CITY Off'ZF PHY.R„,t
OSI BUILDING SYSTEMS
P.O. Box 5230
Montgomery, Alabama 36103
(334) 834-3500
Fax(334) 265-3850
LETTER OF CERTIFICATION
Date: December 28,2007
RE: O.S.I. Job Number 07-084
Carr Contracting
Building Size: 50'-6" x 210'-8" x 13'-61/Z "
Roof Slope : 1 : 12
Building Type: GABLE
To Whom it May Concern:
This letter is to certify that the O.S.I. basic building components as indicated on O.S.I. erection
drawings incorporated in the building described above, have been designed for the loads stated in
accordance with good engineering practice, utilizing the following recognized standards where
appropriate: M.B.M.A., F.B.C., A.I.S.C., A.I.S.I., A.W.S. Additions and deletions of individual
parts, as well as the use of non-standard components or parts, are not covered by this certification
and is the responsibility of the local builder. Any exceptions are noted below:
LIVE LOAD (frame): 12 PSF WIND IMPORTANCE FACTOR(Tw): 1.00
LIVE LOAD (roof): /20 PSF BUILDING CATEGORY: GRIP B
WIND LOAD (3 Sec. Gust) : 110 MPH EXPOSURE CONDITION: C a.
COLLATERAL LOAD: 0 PSF ENCLOSURE CONDITION: ENCL. -
DEAD LOAD: 2.0 PSF GAP = 0.18
Olen Stuart Ashley O. .I. in em, Inc.
FLORIDA RE. 6221
OSl Building System....
�950 l� lln��lal1 � N STUART EY, P.E.
Montgomery, AL 361 OS' FLORIDA#62216
The structural components of the buildin�i e x �dlltili ging the load applications in accordance with the Florida
Building Code,2004 Edition with Florida Building C`bddR)N 6 revisions,by the Florida Building Commission.
O.S.I. certifies the design only. The builder is responsible for the erection. Certification does not apply to the
foundation design or other on-site structures or components not supplied by O.S.I.
}1drn' ),V YEA V'.E:_�.
17Y0 i,',NP11_`r'1:.. L