HomeMy WebLinkAboutPROJECT INFORMATION9/18 SCANNED
BY
Terry Chissoe -t. Lucie County
Plans Examiner
St J�ucie County
Col a Compliance Div.
P 772-462-1573
E ail: chissoet@stlucieco.ore
Afternoon, Terry:
FILECOPY on AT'iAOHMENTS
CONCEALED FASTENERS
ME-- 'HE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
2d on the comment received today, (9/10/18), please see below cost estimates:
• 7/18/2018 Comment: NO COST OF CONSTRUCTION WAS PROVIDED ON THE BUILDING PERMIT
APPLICATION. PLEASE SUBMIT A DETAILED ESTIMATE FOR THE COST OF CONSTRUCTION.
PERMIT VALUATIONS SHALL INCLUDE TOTAL VALUE OF WORK; INCLUDING MATERIALS AND
LABOR, FOR WHICH THE PERMIT IS BEING ISSUED. AS PER SECTION 109.3 OF THE 2017 FLORIDA
BUILDING -CODE
tal cost for Kitchen Renovations: $25,000 - $26,000
binets: $11,000 � ® — 0(4 I
rdware: $300
ST. LUCIE COUNTY BUILDING DIVIS
pliances: $8,000 REVIEWED FOR COMPLIANCE
REVIE �pB
DATE
untertop: $4,500 PLANS AND PERMIT MUST BE KEPT 0 ] B
SITE OR NO INSPECTIONS) WILL BE ADE
ring Repair (terrazzo): $600
bor: $0
listed above is +/- $500 per item. .
ched to this email, please find the:
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
• Owner/builder affidavit
• Engineer report for the wood beam to replace. load bearing wall
ink you very much for your assistance today. We look forward to getting started!.
�t Regards,
1
nifer (Rieck) Stevens (410-829-2493) homeowner
,in Stevens (410-253-1883) homeowner
i
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Client: v a"ws; Weodwark Dale: 9H3201S IPage 1 of 1
isDesi�n7b Pr°j� stevem; Designer_ loon
Adams: Md. Job Name: stevens
Project#: B7
B1
11 Rigidiam LVL 1.75011 X 9.500" 2-Ply - PASSED
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.... W., 91/2-
CM
I End Grain
2 SW End Gram
H31r2-
10'
la
MembOlInformation
Reactions UNPATTERNED lb (Uplift)
7YPe: Girder
Application: Floor
Brg Live Dead Snow Wind Cortst
Plies: 2
Design Method: ASO
1 0 944 1500 0 0
M° . Dry
ISUMMS Code: t6CJIRC. 2016
2 0 844 1500 0 0
Detlecdo LL• 240
Load Sharing: No
Detiedt TL: ISO
Deck NotChedted
Importan • Normal
Temp re: Temp <-- 100-F
General d
Bearings
FloorL 40 PSF
gearing Length Cap. Read DR lb Total Ld. Case Ld. Comb.
Dead: 20 PSF
I
1 - SPF 3.00V 31 % 9" 11500 2444 L D+S
Snow: 30 PSF
End
Gin
2-SPF 3.000- 31% 94471500 2444 L D+S
End
Analy ,' Results
Anetysi Actual Location Allowed CWMW Comb. Case
Mom 5660 ft Ib 5' 16104 Rab 0.351 (35%) D+S L
Grain
Unbra2d 5660114b 5' 16430 flab 0.367 (37*A) D+S L
I
Shear I ISO lb 11 314" 7393lb 0266 (27%) D+S L
LL Dell Tch 0.116 (U997) 5' 0.491 (L1240) 0.240 (24%) S L
TL belt finch 0.169 CA12) 6' 0.642 (U180) 0290 (290A) D+S L
DesignDesignI dotes
1 Girda# are designed to be supported on the bottom edge only.
2 Mutti'l-plesmust befastened togettwaspar manuf catm'sdetails.
3 Top toads must be supported equally by all piles.
4 Top ced at bearings.
5 8 braced at bearings-
6 slenderness ratio based on MD section width.
ID
Load Type Location Tdb Width Side Dead 0.9 Uve 1 Snow 1.15 Wind 1.6 Const.1.25 Comments
1
Uniform 12-0`0 Top 15 PSF 0 PSF 25 PSF 0 PSF 0 PSF
SeR Weight 9 PLF
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Designed: 4/13/2018
Printed: 4/13/2018
not. incant to be an.exacl rendition.
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