1633 BEACH AVE - RETAINING WALL REPAIRS S f CITY OF ATLANTIC BEACH
• 800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
RESIDENTIAL ALT/OTHER
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 15-RAAR-2372
Job Type: RESIDENTIAL ALTERATION
Description: retaining wall repairs
Estimated Value: $32,000.00
Issue Date: 10/12/2015
Expiration Date: 4/9/2016
PROPERTY ADDRESS:
Address: 1633 BEACH AVE
RE Number: 169651-0000
PROPERTY OWNER:
Name: FARR, JAY AND MARY, *
Address: 1633 BEACH AVE
PERMIT INFORMATION:
FEES:
BUILDING PERMIT FEE $210.00
STATE DCA SURCHARGE $3.15
PLAN CHECK FEES $105.00
STATE DBPR SURCHARGE $3.15
Total Payments: $321.30
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
01.`aNrr, City of Atlantic Beach APPLICATION NUMBER
Js i Building Department (To be assigned by the Building Department.).` 800 Seminole Road j�� D
8. 4% Atlantic Beach, Florida 32233-5445 /./ M�/� ' ����
Phone(904)247-5826 • Fax(904)247-5845 /
„c f �a E-mail: building-dept @coab.us Date routed: /6/41Ar
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: / 33 ogi 4, CA ,47v De ent review required Yes/moo
Build
Applicant: 00-PgIv Planning &Zoning
/1 Tree Administrator
Project: 5r2 el in w A �.! Public Works
Public Utilities
j?y AILS Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept.of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review:
EV—Approved. ['Denied.
(Circle one.) Comments:
UILDING
PLANNING &ZONING Reviewed by: 111 Date: /() /2 /C
TREE ADMIN. Second Review: ❑Approved as revised. ['De"
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ['Approved as revised. ['Denied.
Comments:
Reviewed by: Date:
Revised 07/27/10
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Road,Atlantic Beach, FL 32233 FILE COPY
Office(904)247-5826 Fax(904)247-5845
Job Address: t le 3 3 4A),.L- Permit Number: 15•-,efq/)/Z -- 372
Legal Description Parcel#
Valuation of Work$ Z. Floor Area of Sq.Ft. t
Proposed Work heated/cooled non-heated/cooled
Class of Work(circle one): New Addition cAyeratio Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s)(circle one): Commercial •eside
If an existing structure,is a fire sprinkler system installed? (Circle one): 'es N/A
Florida Product Approval#
For multiple products use product approval- orfr ni T,Q (\c\
Describe in detail the type of work to be performed: `)o∎a s / 0.x,4;0. y�4l ���►�
Property Owner Information:
Name: 5:'L t*K" ` Address: I S.7 7 tes4dL 84k
City ring `icok Statt ip 3 3 Phon (e 73 • 1 1S-1 (0'7?—l 'I
E-Mail or Fax#(Optional) ,q.,l ji r 44.1 Q moist '�. s �-
Contractor Information: CONTRACTOR EMAIL ADDRESS:
Company Name: Qualifying Agent:
Address: City tate 1
Office Phone Job Site/Contact Number Zip
State Certification/Registration#
Architect Name&Phone# 1
Engineer's Name&Phone# ; ����L�'
Fee Simple Title Holder Name and Address �; wr
Bonding Company Name and Address `,,,��`,
Mortgage Lender Name and Address -IP11 ��
Application is hereby made to obtain a permit to do t•- work and installations as indicated. I cert fy that no work or installation h•• commenced prior to the
issuance of a permit and that all work will be pei o• ed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null
and void f work is not commenced within six(6 onths, or if construction or work is suspended or abandoned for a period of six(6)months at any time after
work is commenced. I understand that sepa•'te permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools,Furnaces,Boilers,Heaters,
Tanks and Air Conditioners,etc.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
I hereby cert)that I have read and examined this a plication and k e • --o be true and correct. All provisions of laws and ordinances governing this
type of work will be co 'lied with whether specified herein or not . .g of a permit does not presume to give authority to violate or cancel the
vrovisions of any other fe?- al,state, or local law regulating constru rformance of construction.
�co
Signature of Owner • m c 0)i; Signature of Contractor
C p3m?
o Tint Name 'lr l 7 Print Name
v.N rcg
3efo A d a
id Da of ,1 /c o T 6 Before me
�� i . 20/ �-�3 $ this Day of ,20
lib co a
. y' "'ic m a a.
Notary Public••
/, ,l 4 �' r Revised 0].26.10
FiL.L C
/2— czkv
•
Ordered By:
The Law Offices of Rod 5chtoth t ., .2187 S Third St ' . "'�'. `Jacksonville Bch, FL 32250 . •
•904-372-9351 7 ; ' ` .i= r .
beach @rod-taw.com
CI p���:163311EACH AVE ATLANTIC BEACH,Florida 32233 SURVEY NUMBER:Fli 109.1817
Planning
FIELD WORK DATE:toartotl REVIS")N DATE(S):0..0/er42o11,
This approval vericits compliance with applicable
zoning, subdivision then local land
r ••t constitute
approval for regul do ..w ,1.�iti;l t APPROX.MS N 11101 WAteawe•10-I-I I(M.H.W.L.)
approval for the isslaan rs{•j�r;r1;��. Compliance ,.sew reon WATOLaEVAna,or I.ar
with Florida Builwin C.. : ■ . 'their applicable (HAVD60 DATUM)RAO MN DEWED
local, State and Feral permitting requirements h FLORIDA or M
must be'verified by' ignature of the City of Atlantic DOUHDARY INFORMATION•EYETCA.
Beach Building Ofibial prior to the issuance of a i07-. 1\ ...
Building Permit. 9/0....(C1O M•K t 1
Approved By �� vac p1)"� it`'� t
Date' v meat r is�v34 y6 R° I 'lo �,. :t R1
ec /2, Lt \ tan 337 R ex= t a '4 V rr,
K•, —+A W t_
r f� p _ /_- - Irrnr 4)�'n 0
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u Nc
• ..•:' tc, g-, IC 7-r4-
u 1 t to O�p PIPpW1G A5G+ / /45/, C.
r 1 ` 5466 y 77.4 t 2 W
! I rrr me TAME:
�ow T
1 Iro L1 N 1.3200'E 102.84'0
11
1 N 1.32'00.E 1 02.79'(M)
I 1 0 COMM.CONSTRUCTION CONTROL UN[
I 1 RLCOROrD tN MAr BOOK 'FA(ee5 72 l2 N1'32'00'E 154.26 (P)
of t -O' a 4 '' TO 72M•O.RB.7378 rN eS 17C9 TO N 1'32.00'E 154.21'(M)
j�m� 17e2. 13 N 1.3200'E 51.42(P t M)
I�I/ 1 1.4 N 1'32'00'E 5 I.42'(Y 4 M)
I L5 5 I2'1490'E50.24 (M)
rr rim t
ND e
lhodbyorDyht . .• ab,Rarbed
pInroopoolrdlythtoou w • • •Orilrbe to/my
samba C yy",,,-_,:..#4,.+, ,..,y; aatbbbybs
FMdrElarda r, • rr'f A. • •hawk( so o zs so i' '�\
`� �.eaet�����„■t•111en•1111 /t /
• r a, '<" GRAPHIC SCALE (In Feet) -17.\
KEITH 111
KEIIHA.STEPMM:30N 1 inch n. 50' ft _./
. _1—S104Rodr ROIIWNrarmarondmaam i
Llama 1b.11621
' Use oi The Survey!Pure..other than Intended.Meehan MMtbnVeretor ow...N be at the User's Sole Usk andteltout t'cbalky to the Surveyor.
• Hoeing hereon shalt he Constmed to Gae AM/flights or eeeeeu toMryone other than those C.NMd.
. POINTS OF INTEREST: NONE VISIBLE
Illii
FLOOD INFORMATION:
By performing a search with the local governing municipality or www.fema.gov,the property appears to be located in zone AO,VE.& (with a Base Flood
Elevation of 14&15).This Property was found in THE CITY OF ATLANTIC BEACH.community number 120075,dated 04/17/89.
CLIENT NUMBER:62511-305 I DATE:10/4/2011 Jill Fouch RE/IVIAIC
BUYER:JAY FARR AND MARY FARR REALTOR*
904.505.5043
SELLER:GLORIA NUNN 4', www.jillfouch.remax.com
Sy s.,• - ,,r-,. s ..,..,' r.
CERTIFIED TO:JAY FARR AND MARY FARR;THE LAW OFFICES OF ROD i }
SCHLOTH,PA;OLO REPUBLIC TITLE INSURANCE r +'" .y,,Lx
GROUP;CASH --------
Design Considerations ■ ® ■
aiviailik
IL il•
,,, oardwitimr,„.- .
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1 Keystone Stonegate0-Sierra
Step Designs
Cap Units at
Keystone Country Manor and Stonegate can be TREADS: Wall Beyond—� Grade Line --T
used on your step/stair projects with the following cep 12"to cap r
Y P P 1 g depth to � T
considerations: 11' to allow I I r , ale
at nosing.- ll_. ___ 1 T( ' ■IS11
• Provide the same material at the step foundation '.,`z5 m';a7I 1
as used on the Country Manor/Stonegate wall 275'r+m _ �I '
leveling pad. ti -�;� 1
ouble stack star
M (' �I support units.d%
• Compact leveling pad material to a minimum 95% s 11I��� Fasten tread secu
Standard Proctor. with exterior con on
Leveling grade adhesive.
��Y
• Double stack the base support units to create a .° Pad t.
foundation for the stair"tread"units. `.�
• Grade Han
Use pins and exterior construction grade Line 10'
25°mm Provi andrails/
adhesive as required for a unified step assembly. railings as per local
building code.
Design Considerations • m ■
Pilaster Detail
- section within
.,1.. � , � . The pilaster detail creates a deeper wall
�'`` the wall which can provide stability for a retaining
MA) '; '4', � 'p „ structure,freestanding wall or parapet.
v . \ .
. i• %41% ,, , Split universal cap as necessary
Keystone Stonega •c.) I . ` ` • ' - to create 90°end cap condition.
�, ' i r 1 • ➢ r i= ;x. Overhang unit by 1" to match
Ez '' overhang along unit sides.
, r �y 3" Universal Cap
Main wall runs through pilaster in 'r':ii -r .
random pattern on every other course. ��r.�, fTr
t ` a' , 7'"
Typical base course
i
zo•
(soo mm)
250 Units are turned 90°to those on the
Y course below at the pilaster to overlap
o for interlock strength. l
Typical second and/or even course(s)
Terraces
Terraces are a pleasing way to build a taller retaining wall where aesthetics dictate the separation of walls to reduce the
wall height and large mass appearance. Closely spaced terraces need to be reviewed by a qualified engineer to avoid global
instability issues and to make sure soil reinforcement(geogrids) are properly designed to handle the loads for the entire wall
structure.
Terraced walls should be analyzed as a complete wall system versus individual walls unless they are spread apart greater
than twice the wall height of each terrace and the soils ar free draining and granular in nature.
TERRACE WALL PROXIMITY EVALUATION , L1
L1 S H1 x 2 Grade
L1 r
-f Grade
*F
L1<_H1x2 — ''',;'"
H Grade �r
a
•
r 0 4E
Grade T fEr.j i;:
_,,r_
' a
A Gr 3 ogrid Soil
H1 enforcement �(
H1 1.___-_ Geogrid Soil Grad" /�O�
Grade j Reinforcement ` V
Leveling Pad Leveling Pad(�` `
For walls where L1 is greater than or equal to H1 x 2,then the walls For walls where L1 is less than or equal to H1 �7,then the walls
typically are analyzed separately.Walls built on slopes greater than or are to be considered as a composite and the entire wall height(H)
equal to 3:1 or on soft soils need to be analyzed for"global stability". needs to be considered in the design.
Consult a qualified engineer.
IKEYSTONE• Kr.sro e`re
(COU*SReatgle DESIGN ASSUMPTIONS
• Friction angle (PHI)for earth pressure calculations of geogrid GRAVITY WALLS(maximum unreinforced wall height)
reinforced walls is evaluated at 26°,30°and 34° only. For other MAXIMUM NEAR VERTICAL 95°+BATTER
soil type analysis,refer to KeyWall®Software program or consult HEIGHT level 3h:1v level 3h:lv
with a qualified engineer.
Sand/Gravel 2'-0" 1'-6" 3'-0" 2'-6"
• Moist weight of three soil types indicated is 120 lb./ft.'(19kN/m2). phi=34° (0.6m) (0.45m) (0.9m) (0.75m)
• Sliding calculations use 6"(150mm)crushed stone leveling pad as " Silty Sand 1'-6" 1'-6" 2'-6" 2'-0"
compacted foundation material. phi=30° (0.45m) (0.45m) (0.75m) (0.6m)
• All backfill materials are compacted to 95%Standard Proctor Silt/Lean Clay 1'-6" 1'-0" 2'-0" 1'-6"
density. phi=26° (0.3m) (0.75m) (0.6m) (0.45m)
• The term "vertical"is a wall built to a near vertical alignment Design Notes
having a slight positive setback(1°±). For low(non-structural)landscape retaining walls,Keystone
• The information provided herein is for preliminary design use only. Country Manor/Stonegate can be constructed as a non-
A qualified engineer should be consulted for design and analysis reinforced gravity wall as shown in the chart to the left This
of structures. Keystone Retaining Wall Systems LLC assumes no chart is for retaining walls in the"near vertical"option.Note:
liability for the improper use of this information. use pins and exterior construction grade adhesive at low
border/parapet walls.
GRAVITY WALL GRAVITY WALL
Near Vertical Detail Setback Detail 9.5° ± Batter
10• 12" No
1 I zsomm> mom.) Surcharge/
I Level Grade
10' NO 3"ca (75mm)
1 + I (zsomm) I (312",0 Surcharge/ jP
,. ime
3"cap osmm)I: _'<5 '" Level Grade
r Height Backfill
Height Backfill Varies it
Varies Drainage I Drainage
Material 1_ MP} Base Leveling Material
6"05.,, , e Leveling Pad 6"(1 ' Pad
� T
REINFORCED WALL REINFORCED WALL
Near Vertical Detail Setback Detail 9.5°± Batter
12 NOTE:Wall geometry 12"
� � with 90°corners or 1300mm)
10' 112"
10- 12"_
4111111 "
(25omm) (3oom serpentine curves is (250mm) ,�.
3"Cap(7smm) necessary for stability 3'cap nsmm) ' ..r41 ,_-„. .11
and resistance to
I Parapet - r, - l overturn of parapet. L"�
(Max.1'-0"(300mm,. ? . �. ,
y +, ? ,:,'. Yd Geogrid
e Geogrid +r- :y ;' Reinforcement
r Reinforcement
Height vi e
Height %''
Varies
AVaries �. °- Reinforced Fill 1N,.,r_ `
-� '- - Reinforced Fill Q
.,.4,A, Drainage Material Drainage Material ('�
:c
”, (Crushed Stone 1/2" -3/43 a"� 1 i (Crushed Stone'V ' -`11r)
EIR'N .(10-20mm
MPNi
6"(isomm Base Leveling Pad 5' 67; :ase Leveling P
T T �4
Embedment depth below grade is a Embedment depth b^ grade is a
minimum of 1 unit or H/20. minimum of 1 unit or H/20.
20 TREMRON.COM
TREMRON
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