1201 NE 97 St (10)1
1 iami Jhores9llage
F L O R 1 O A
PLANNING BOARD AGENDA OF �'�®q'e - y J Vt b ITEM NO.
Name of Owner /Applicant WWARD 1`SW) Phone No.
Address of Property, and /or Legal Description 1M, u'�` r �':�
Nature of Request \ ki -' VDO
Present Zoning
Area of Present Building 4,96* tO
Area with Proposed Addition "
Parking Spaces Provided
Parking Spaces Required with Addition
Setbacks as per Code Ct'
Setbacks Provided • ` v 3
Variances /Exceptions /Zoning Change
Council Action Required
Date of Applicant Notification
Planning Board Actions A 1, &O
Council Action
Director of Building and Zoning
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1. The General Condittons.of the C
Ports' 201A, current !Edition is
2. HinL*J construction standards
and applicable lova codes and
ceptabie standards for the ind
extsting, conditions before eta
existing *e required for c
sd or repaired. Include all le
complete .fob.
New ftniahes to be comparable t
New f inlah materials to be app
Connect new electrical to exist
Add new panel and / or Circuit
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ract for the construction
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be in accordance with the
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• contrec or to check end
g work sad be responsible
e job. Damage to sedating
and materials as shovn,or
*toting as required.
d by owner prior of purchase.
facility as required;
akers as required.
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in accordance with good ac-
verify all dimiensions and
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1712 S. W. 1st Street
Karol 35, Florida
Telephones: 8 -3508
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According to the Plot thereof as record•.d in Plat B0o : 9 ' , at Page /c3
Public Records of Dade County, Florida.
For /fr/e, _ UE,'w , . CZ 41/5 ;), i`/
as'
CERTIFY that the attached
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rnade ' under
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the best of my knowledge
no enctoachments,te c pl
REGISTERED LAND SURVEY
STATE OP FLORIDA
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2 All work to conform to Local and State Building Codes.
GENERAL STRUCTURAL NOTES:
General
- T - ' S ructural drawings shall be worked together with architectural, mechanical and
electrical drawings to locate openings, depressed slabs, slopes, drains, outlet
recesses, reglets, bolt settings, sleeves, etc. Discrepancies are to be brought
to the attention of the Architect before proceeding with the ,pork.
Foundation Soil
I riaings are to Le bearing on undisturbed natural soil of a minirnu:n safe bearing
capacity of 2500 PSI or shall be compacted with 6" layers at 95% maximum density
at optimum n,ticture as determined by modified Proctor Test AASIiO -T- 180 -D method.
Conditions c,the.' than these are to be brought to the attention of the .architect
before procuAing with the work.
Concrete
f� footings, sabs o.'' grade, tie beams, tie columns and non - structural concrete
2500 PSI. Structural beams, columns, slabs, etc., 3000 PSI at 23 days unless
otherwise noted.
Slabs
- 1 Interior concrete slabs to be 4" thick with 6x6 #10 - #10 W.W.F. with 6 it'll
visyueen on fill'compacted with 6" layers.
2 Treat soil within building and outside the perimeter 5' with bonded termite
treatment.
Reinforcing Steel
1 Re nforcing steel to be new billet steel conforming to A.S.T.M. specifications
A -615 Grade 60 detailed and fabricated in accordance with Manual of Standard
Practice of the C.R.S.I. unless otherwise noted and placedin accordance with
A.C.I. Building Code Manual of Standard Practices.
2 Minimum coyer: footings 3 ", columns 2 ", interior beams 1-1/2', interior slabs
3/4" and exposed beams and slabs 1-1/2' unless otherwise noted.
3 Continuous reinforcement to be lapped 24 bar ciameters in foundation, 18" in tie
beam with bottom bars spliced at supports, top bars at inidspan and hooked at'non-
continuous edges.
4 Reinforcement shown on plans is bottom unless (narked T (top bars).
5 All concrete shall have minimum steel to meet A.C.I. code.
Structural Steel
1 Structural steel shall be fabricated in accordance with the latest A.I.S.C. steel
construction manual and shall conform to the latest A.S.T.M. A -36 specifications
for bars and plates and to A.S.T.M. A-500 Grade B for columns.
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