HomeMy WebLinkAbout159 Burgess Road (4) Mai 01 09�03: 50p J, Supreme YI ndustr i s_ (860) 485-0349 p. 2
JOSEPH R.GAMBINO AIA
112 ASTORIA AVENUE
BRIDGEPORT,CT.06604
(203)366-4695
May 19 2003
Mr.Mark Vignal JOB NO:
Supreme lndustries,Inc. FILE NO: KPMS/JAC/SViINK
122 Litchfield Rd.
Harwinton Ct.06791 1 i~�D: —~---
> Y
Re:Sand/Salt facility,159 Burgess Rd.South Windsor Ct.
Dear Mr.Vlgnnl:
The design and construction of reinforced concrete components that resist seismic
forces shall conform to the requirements of BOCA Code Section 1903.1 and
ACI 318 except as modified by Section 1903.1.1.
Additionally the design and construction of the wood frame structure and wood
trusses shall comply with the requirements of BOCA Code Section 1610.0 and
1610.1 or shall comply with Section 9 of ASCE 7 listed in Chapter 35.
If you have any question please call me at once.
Si rely, )< - Wdo
R.Go
mbaao AIA
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SUPREME INDUSTRIES, INC,
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ieid 1 <400 1 40a 500 SO4r6a0 d00-7'00 :-46
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CDOWICIN Of variation for different c i rul stgntiwft.%
vault mk Very
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Field <3 5
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sum Der. aos �zz
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03/06/2003 - 10:5B B606436196 BUILDERS CITE PAGE 07
ACt 214 Table 3-5-standards of Conexete Control
su"Idwd d&wWion for different contrast standards, PSI
fVwMMon Exostlant Good Good Fair Poor
Field I �40C 400.-500 50a ft 9 -700 >700
<20D 200-25G �
250-300 304-350 >3W
CosWfiei"t of varietim for ditfere et Control Standards, 96
V41""mix Very
Variation 6oae�ent Good Good Fair Poor
Reid 4 3-4 4-5 54 >6
<2 2-3 3-4 4-5 >5
b etwe" Wtthin
Mbc mix
N1Mii�r of
Tosti 15 5
SUM Dow. 412 qp Rating
ISOWL Dor. 412 96 'Vwv Good
C or Var — 2.3 Exc Bent
f fC 30M w
Ava,it
Tog Dot 4204
MEQUMc AVWWW e&TREOMM Fat THE A.OW Don=sT*wMm 3S52
a�of' oN tm�a To s�waTn _ e52
i'� rfY of MONOUoL TEM FALL NG NeLow cE@M sTpr O.g '16