303 10TH ST - REVISION PAVERS P/W CITY OF ATLANTIC BEACH
&-,)`, 1 ss
‘ _ 800 Seminole Road
t - - •j Atlantic Beach,Florida 32233
J ,;_ ' „r JUL 5 2016 Telephone(904)247-5800
\ c` FAX(904)247-5845
r,Jfil BY:
REVISION REQUEST SHEET
Date: 7 41— l Le Received by: Resubmitted:
Permit Number: 15— SFR 'apt 2
Original Plans Examiner: Project Name:
Project Address: b T,
Contractor: Le Ns, Ihe& Contact Name: PT A
Contact Phone : cjj-5 LIS - $c202 Contact e-mail: . , il_
Revision/Plan Check/Permit Fee (s)Due: $ 1 ��'"'` _ "
Descri r tion of Pro osed 'evision to Existin Permit: , E C E 0 V E
I 1 1416 ,..I0
Additional Increase in Building Value: $ 0( Additional S.F. 06
Site Plan Revised: 1\56 Public W/U Approval:
By signing below.I(print name) affirm that the above revision
is inclusive o iii• op,sed changes.
f '
Signature o T Or a . _- t(Contractor must sign if increase in valuation) Date
•
Office Use Only
•
Date: ....7/(( ( If Co Approved: 4)
pp Rejected: otified by
qiiiireb
�J]'21,t,
Plan Review Comments:
Department review required Yes No (
Building
Planning &Zoning
Tree Administrator
• is Works 'laps Examiner
-u.lib Utilities - '7P /C
Public Safety !`
Fire Services Date
Created 8/20/15 Rev.2
' ' CITY OF ATLANTIC BEACH
t . DEPARTMENT OF PUBLIC WORKS
:r 4�;1 1200 Sandpiper Lane
Atlantic Beach,FL 32233-4318
r'`, S) TELEPHONE:(904)247-5834
40 FAX:(904)247-5843
www.coab.us
CONTRACTOR: DATE: 7-21-16
Lendry Homes / PERMIT# 15-SFR-2682
4745 Sutton Park Court Suite 503 t/ / ADDRESS: 303 Tenth Street
Jacksonville,FL 32224 ► Atlantic Beach,FL 32233
�
Email: bryan�alendryhomes.com
- ;
/
7,R,4
REQUEST FOR PERMEM3LE PAVERS
I
i
Your permit application has been 4dhlied by the Public Works Department for the reasons listed below. Please submit this information
at your earliest convenience in order that we may approve your application. If you have any questions,please contact Scott Williams,
Deputy Public Works Director at 904-247-5834 or email swilliams@coab.us.
PUBLIC WORKS CORRECTION ITEMS:
(Submit the following information to the Public Works Department)
**In order to receive a 50%credit when using pervious pavers,the subgrade must meet the I.C.P.I.-68
yawing. The joints of pavers should be filled with a #8 aggregateJazitetttie-pavefs-mesrbe-strirplsriack
„vith-# stonat $• -.., 4
,....)
(..,
C0"d ,r'oka or ibp,oze
cc: Toni Gindlesperger,Building Department
Perrone, Jennifer C.
To: bryan@lendryhomes.com
Cc: Williams, Scott; Gindlesperger,Toni
Subject: Revision Request for 303 Tenth Street
Attachments: Revision Request Comments 15-SFR-2682.pdf
Revision Request for permit#15-SFR-2682 for 303 Tenth Street is currently denied by Public Works. Attached are the
plan review comments. Please submit required information at your earliest convenience in order that we can process
approval for our Department.
Thank you,
Jennifer Perrone
Administrative Clerk
City of Atlantic Beach
Public Works Department
1200 Sandpiper Lane
Atlantic Beach, FL 32233
Phone(904) 247-5834
Fax(904) 247-5843
email: jperrone@coab.us
303 I0--1k S-i ee*
RW 's- ovA
Frei o c s
1G-3 - (001
E!ENDRY
HOMES, LLC
To: The City of Atlantic Beach
RE: 303 10th Street
The Bouy Residence
Building Permit#15-SFR2682
4745 Sutton Park Court • Building 500,Suite 503 • Jacksonville,Florida 32224
Phone(904) 992-2100 ♦ Fax (904) 992-2105
TYP.NO.8 AGGREGATE IN OPENINGS
CONCRETE PAVERS MIN.3 1/8"(80 mm)THICK
CURB/EDGE RESTRAINT WITH CUT-OUTS
FOR OVERFLOW DRAINAGE(CURB SHOWN)
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6• 000 .•0••••060CaO•���•� e
•:toc800ocP;•008 cgo • BEDDING COURSE 1 1/2 TO 7'(40 TO 50mm)THICK
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• � 0 • � 4"(100 MM)THICK NO.57 STONE
••.• 41, 50 g(mO a � • .o V. • OPEN-GRADED BASE
•• 0Q 00 • •,. . e$••
• o oU 0 �O OO•�;Q0; ,� .•a •� MIN.6"(150 MM)THICK
Qo Q Q 00 NO.2 STONE SUBBASE
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I I I-III-III-III-III-III-I I IJI I- - - SIDES OF OPEN-GRADED BASE
SOIL SUBGRADE-ZERO SLOPE
NOTES:
1. 2 3/8"(60 MM)THICK PAVERS MAY BE USED IN PEDESTRIAN APPLICATIONS.
2. NO.2 STONE SUBBASE THICKNESS VARIES WITH DESIGN.
CONSULT ICPI PERMEABLE INTERLOCKING CONCRETE PAVEMENT MANUAL.
DRAWING NO
0 PERMEABLE PAVEMENT WITH FULL ICPI-68
EXFILTRATION TO SOIL SUBGRADE SCALE
NO SCALE
APPROVED
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PERVIOUS/PERMEABLE PAVER INSTALLATIO
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RESIDENTIAL RESIDENTIAL
PERVIOUS/PERMEABLE PERVIOUS PAVERS
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GEOTEXTILE FABRIC(AS REQUIRED)
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COMPACTED SOIL SUBGRADE SLOPED TO DRAIN
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The porous appearance of these units allows rainfall to directly enter and pass though
because concrete has no fines. Like other pavers, the units are fitted together over
bedding, pea gravel is recommended. Sanding the joints is not recommended as this could
clog the pavers_ Porous units do not meet the requirements of ASTM C 936; however,these
units have strength of 4,000+ psi with a permeability of over 40 inches per hour.
The best use is for pedestrian areas, bicycle paths, and residential applications. We offer
pervious pavers in our 4x8, Old Towne, 6x9, and 6x6 profiles and in all of our standard
• blends.
Some of the benefits;
o Reduction of runoff by as much as 100% from frequent, low-intensity and short
duration storms.
• Increased recharge of ground water.
o Eliminates flooding and puddling in parking lots
• Reduction or elimination of retention ponds
0 o Conservation of space on site and reduction of impervious cover
More info is available at ICPI website; http://www.icpi.oro/design/permeable pavers.cfm
ii Tremron Group, Arcadia (863) 491-0990 www_tremrongroup.com
QOREotii
PROPERTY SCIENCES
Plant: Tremron—Arcadia, Florida Job No: 27772
Client: Tremron Report No: _347424
Report Date: 7/24/07 .
Unit ID: Echo Stone Pervious Pavers, 7/9/07 ' Received Date: 7/12/07 ___
TESTING OF SOLID CONCRETE PAVING UNITS
Com.ressive Strength—test date 7/23107 at 14 days of age
Unit No': .. . .:..4A. 4B. ,. . " 4C.. ....Averag•
e
Received weight, lbs 9.17 9.29 9.53 9.33
Width, inches 6.26 6.32 6.32 6.30
Height, inches 2.40 2.37 2.40 2.39
Length, inches 9.42 9.42 9.43 9.42
Saw-cut length, inches 4.71 4.77 4.70 4.73
Net Area, in2 29.48 30.15 29.70 29.78
Load, lbs 139,380 132,760 137,850 136,660
Compressive Strength, psi 4,730 4,400 4,640 4,590
Compression tests were performed in accordance with ASTM C140.
• .Unit;"No':"• Pe►'meability_
4D • 44.4 inches/hour(3.1 x 10'2 cm/s)
•
• • Respectfully submitted,
• QORE, Inc,1. _ D
ussell Scribner
• Materials Laboratory Manager
Report Distribution:
Tremron/Mr. Mike Somers
11420 Johns Creek Parkway Duluth,Georgia 30097 (770)476-3555 fax(770)476.0213