1200 Rinehart Rd - BC04-001850 (RETAINING WALL) DOCUMENTSPcrmjt9� a -
Job Addr-o' s_ 1200 Rinehart_
Dcscripdon of Work: Retaining
Historic Duettist:
r
CITY OF SANFOR U PERMIT APPLICATION
Date: -
Road, Sanford, FL
Wall
Zoning. Value of Work-.
04/29/04 08:12am P. 002
Petrmit TType. Building Elcutrical
Mcchtutical Plumbing Fine Sprinktor/ASarm Pool
Electrical. New Service - # of AMPS
Addition/Alteration--, CUutge of Service 'temporary Pole
Mechanical: Residential Non -Residential
Replacement _._ Ncw (Duct Layout Rc FmeW Cale. ARquired)
Plumbing) New Comms vial: # of Fixtures
q of Water &Sewer Lines_._# of Qts Lines
PlumbiaglNew Residential- # of Water Closets
Plumbing Repair -Residential or Ccrmmcmial -
OccapAucy Type: Residential — Comnlrrcial W,Y_ Industrial _ ___ . 'TotAl; Square Footage:
Co"Or tetion Type: _,_ ff of Stmrtes:
q of Dwelling Units: Flood Teas: fir'LrIVIA form required for other than X)
Parcel; _ See Attached Legal (wrtach Proof o(Owneraaip& L•gni Description)
Owners Namr, & Address;
_
Phone:
CoatractorNumr&Addrvos: Hodgen -Construction
& Dem. Grouu. Inc_
GC -060441
17160.Arv; da Parkway,+ [;
4, F fare 7iatnew
,..
Phone & Fa:: 9aC1-727-n aVa54-7
r:o3—i$tntaet Portion: DaG �_.__Fhone. _954-868-C151r5
%John
'7S J 7
' "�9/J Q
Sonding Company: None
-_ ; r.'�k �
Mortgage er:
Addrr3s:�-
i� , 7 rcblterVEJUn�]/giocccr: p' Phone; -8-is 3. L-4
ss:
Addre'7 LA) �, Aar Y
Applicatip" is hereby nWde to obtain!] pumj[ ld d6 the work and rtistallaatoas ar Indicated. I eettily that qn work "r insmllarion%fa mmemead prior to the
isauamc; ofa pcmlir and that all worts Will he perfomted to mcit 4aidarda ofali laws regUl4ting c"ndtruction in thislunsdretio [nriidnratand flat a aeparam
permit must be secured for ELECTRICAL WORK, PLUMBf�16.5TW$kWE r 0 r �p I Rj tiir $ . BO HPA �I�FS' TANKS, and
AIR CONDITIONERS, pts, rt
OVJNHR'S V : 1 ccrti that all Of fore Ding information ra Teen c t ' g it o+to pliaace wirli all appllcaw Ipws mguladng
AFa'tUA fY fY s ` T CE"d u �..
construction and zoning. WAPNING TO OWNER: YOVX FAtLURL To RECOR' [ COMMENCEMENT 1tir ,AY S:Ut T 1N YO[lR PAYING
TWICE FOR IMPROVEMVNTS TO YOUR PROPERTY. IF 1ibt-kPFWTEND I'O 08 -CAIN PINANCINO, CONSULT WrrH YOUR LENDER OR AN
AnombY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT,
bLU[S,E: In addition to the raquiternenrs of this permit, there may be addiriaal rostrktiong applictbtc to this plop" that may be tbwul in the public "loons of
rk,is coonty, and there may be additional potnllts required from othor gmt.1nment2l ontitiet #Melt at water m4nogertcnt districts. state agrAcies, or faderal a9e"cia
Acceplance of permit is eri nation that I will "Drily the owner of The property of rhe e#q i-menrs of F ode Lien Law, FS 711,
Signaiu pf net/Agent Dane Si}jnatur f "ar*acrur/Agent Dare
Hodgen B Hodgen
Frint Owner/Agent's Name print C r" ac rJAgaet'a Nam C,1�
Signumrtt of Notary -Stu igni tura of Nornry-Score of Florida Date :..-
Y'fi
N DEBORAH A. BROWN
'`^t::
MY COMMISSION # DD 473142
OwnerlAgent is 1' " �QaES: November 19, 2005 ontmctor/Arent is _ Pcrsorwlly Known H> Me oc
ProducodID &r„ti,1 BondedThruNotary Public Underwriters ProducedlD -
S
ritea'
APPLICATION APPROvF,O i)Y: 81dg:!-'LDmr`\j�t--�S
Imal & D. ) utal &flare) (Initial ly. Date) (Initial & Date)
Spcctal Coudddons:
i00 -a WdTV:SO E,0"4zlbo
r
NO'1'1(E OF COMMENCEMENT
THIS INSTRUMENT PREPARED BY:.:
?cm -it No. -9365 _ NAME
?arcel I.D. No. ADDR. t
State of Florida
-On �l . r
County of
THE UNDERSIGNED hereby give notice that the. improvement will
3e made to certain real property in accordance with Chapter 713, Florida
Statues, the following information is provided in this notice of
,ornmencerner_t.
I.Descriptior. of property (legal dexalppa�r of prgx-ny and address if available)
see attached
2.0cncral description of improvements_ New motorcycle dealershipisports center
3.0wner infunnatiun
a)Name and address_Su�ii�o/� /D ��a �v746 ,�o•� !�f
b)Intcrest in pruperty
c)Name and addresss of fee si pie titleholder (if othet,t/hen ownet) s
`La .
Ja,Contraetor (name. and address)_ Hodgen Construction & Development Group, Inc.
,
17160 Arvida Parkway, Weston, FL 33326
5. surety
a)Name and address_ -S� �� .�a��+•
b)Arnouni of bond -
6.1 -ender (name and address)
7.Persoa wither tare State of Florida designated by owner upon who notices or other, documents may be served as
provided by Section 713.1.3(1)(a)(7), Florida Statues.
Name and addre«
8.1n addition to trim or herself, owner designates
of to receive a copy of the Lienor's Notice as provided in Section
713.130)(b), Florida Statues.
9.Expiration date of notice of commencement (the expiration date is one year
from the date of recording unless a different date is specified). -
STATE OF FLORIDA
COUNTY OFan, nn Signature of caner
The following instrument was Mcnowledged before me this22 day of
who is personally known to me or who prpduced s identificati
Afrcr rccor erg rcttuuni to: t N
Name C= Name(print)
Addrt rjJ Title or rank
City Serial 4Wber, if any
34-77 I f
�,o k Charlene Lopez
i My Commission Doi 00753
��w r Expires March 17 2000
l
MNRYNK MORSE, CLERK OF CIRCUIT COURT
CLERK OF SEMINOLE COUNTY
BK 05235 PGS 0698-0699
FILE NUM 2004041945
RECORDED 03/22/2W 81112153 pM
RECORDING FEES 18.50
RECORDED BY L Woodley
NIIUIM®��a��iNNwnar��l�r�alun
-� E-Uhll' mkthole0kin>c� han cam
CD Geo•iechni61 LgiMr ''
UJ j LOW MGN M- RiNC' A►L1 [Nwtdrlu[N11d. SpTUCCS, UIG. .
6D5 LAST RUJINSM SIREET, 301E.230
2]0 '
nkvr+Do, tL 3zan1 .
'• CCRiTACI : F1mhki mAboum. A G .
NIWNL J407) 1i6-DOGG i
tAX. (401) 246-1566• 1
A
(. LEGAL. bESCRiP110N
!HAT PART OF THE. Y2 01 lOT'10. PINE LAKE GRDVES, ACCORDING )U WE ('LAT 1HEREOF AS
RECORDiD IN PLAT BOOK 9, PAGE ?!, OF TRE PUDUC RECORDS Or S4u1[�OLE COUNTY. FLORIDA. LYING
Lj I HDR111 UT•.11fi kART ROM> A9 tHAT ROAD IS DESCRIBED IN WDENME RE ED Gt 01-TlOAL RECORDS ;
_ DOOK'7767-, PAGE 600. OF ME PUOUC' RECORDS OF SEN,INOLE COUNTY, FLORIDA.
f.JQJJ)
1
04
j
SECTION; 32 -.
,N
I
TOWNSHIP 19 •: .. '
BARGE
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04
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1
❑ � ❑ Kimley-Horn
and Associates, Inc.
April 26, 2004
049212001
Suite 200
3660 Maguire Boulevard
Orlando, Florida
Mr. Dan Florian
32803
Building Official
City of Sanford - Building Department
300 N. Park Avenue
Sanford, FL 32771
RE: Alternate Site Wall Design
Dear Mr. Florian:
Enclosed is a copy of the civil engineering documents which were previously approved
by Sanford Engineering Department for Engineering Site Permit. The on-site retaining
wall is horizontally located on our Site Plan (sheet C5), while our Paving, Grading, and
Drainage Plan (sheet C6) specifies the heights of the wall. Additionally, our
Construction Details Sheet (sheet C9) depicts our design of a cast -in-place retaining wall.
Due to the excessive costs of this wall, the owner has decided to construct an alternative
site wall as depicted in the enclosed drawings by WB Bracken Engineering, Inc.
Although Kimley-Horn and Associates, Inc. (KHA) accepts no responsibility for the
design of the alternative retaining wall, I have reviewed their plans, and it is my opinion
that their product should meet all of the geometrical requirements of the wall specified on
the approved Site Plans by KHA. Please feel free to contact me at (407) 898-1511 should
you have any further questions or should you require any additional information.
Sincerely,
KIMLEY-HORN AND ASSOCIATES, INC.
*Mika Hale, P.E.
Project Manager
Enclosures: Plans
H A049212001 \WP\LETTER\Sanford-Florian-Site WallAlternate-04-26-04.doc
TEL 407 898 1511
FAX 407 894 4791
CUHACI & PETERSON,
ARCHITECTS, L.L.C.
1220 Alden Road
Orlando, Florida 32803-2546
407/228-4220
407/228-4219 FAX
TO: Kimley-Horn & Associates, Inc.
3660 Maguire Blvd. Suite 200
Orlando, FL 32803
407) 898-1511
WE ARE SENDING YOU ❑ Attached
LETTER OF TRANSMITTAL
DATE: 04/23/04 JOB NO.: 202310
ATTENTION: Mlkal Hale
RE: Seminole Power Sports
Sanford, FL o ff m u
APR -2-3100
❑ Under separate cover via Courier the following items:
❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of Letter ❑ Change Order ❑
COPIES DATE NO. DESCRIPTION
10 Retaining Wall Drawings
THESE ARE TRANSMITTED as checked below:
❑
For Approval
❑
Approved as Submitted ❑
Resubmit copies for approval
❑
For Your Use
❑
Approved as Noted ❑
Submit copies for distribution
❑
As Requested
❑
Returned for Corrections ❑
Return corrects prints
❑
For Review & Comments
❑
❑
FOR BIDS DUE
❑
PRINTS RETURNED AFTER LOAN TO US
Remarks:
COPY TO: file
John Da Grosa
SIGNED: Evelys Diaz
RECEIVED
Bracken Engineering, Inc. APR 2 2 2004
ellflftl & PETERSON ARCH,
Consulting Engineering & Forensic Investigations
\34899 W. Waters Ave, Suite A, Tampa, Florida 33634; Phone (813) 2434251; Fax (813) 243-9530
TRANSMITTAL COVER SHEET
To: Duratek
715 Wesley Ave
Tarpon Springs, FL 34689
Attention: Scott Larkins
Date: 04-21-04
Job Number: 103-016
Re: Retaining Wall Drawings
We are sending you:
❑X Plans ❑ Specifications ❑ Shop Drawings ❑x Report
❑❑ Originals as loaned to us ❑ Other:
Copies Description
10 Signed and sealed drawings.
These are transmitted: I PLEASE RESPOND
x❑ As requested ❑ For Approval ❑ For Distribution ❑ For Comment
❑ Resubmitted ❑ Returned ❑ Other:
Comments:
Copy to: File Signed:
GENERAL NOTE5:
DESIGN SPECIFICATIONS:
CONCRETE DESIGN IS BY LOAD FACTOR METHOD IN ACCORDANCE WITH AGI 318-02-
DE516N LOADING:
NOTE TO DESIGNERS - SPECIAL FOUNDATION DESIGN REQUIRED IF SOIL
CONDITIONS VARY FROM ABOVE ASSUMPTIONS
OR IF WALL 15 PLACED WITHIN 20' FROM
THE CREST OF A BERM.
FACTORS OF SAFETY:
OVERTURNING: 13
DEFLECTION, BENDING, AND SHEAR Ib
FOUNDATION:
1. SHAFT FOUNDATIONS SHALL BE CONSTRUCTED AS INDICATED M THE PLANS AND
SPECIAL PROV15ICNS UNLESS OTHERWISE APPROVED BY THE ENGINEER OF RECORD.
2. POSTS TO BE EMBEDDED IN CONCRETE WITH A 6" MINIMUM EDGE DISTANCE.
11TI I I TI Pc',.
THE LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES SHALL BE SHOWN ON
THE WALL CONTROL DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD LOCATIONS.
FINISH COATING:
1. THE FINISH "GREY" PORTLAND CONCRETE (UNLESS OTHERWISE NOTED) AND
CONFORMS WITH PCI MINL-116 GRADE B FINISH SPECIFICATIONS
TOLERANCE5:
I. MANUFACTURING TOLERANCES FOR DURATEK WALLS COMPLY WITH PCI MNL -116
MATERIAL5:
MODULUS OF
MIN. 28 DAY ELASTICITY
CONCRETE : DESIGN (fc) DESIGN (E)
C -I -P CONCRETE 3000 Pei 2000 Ke1
PRE CAST CONCRETE PANELS 5,000 P61 4,000 KeI
CONCRETE SHALL CONSIST OF P MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6' AND 1" AT TIME OF PLACEMENT. SEE ACI SPECIFICATIONS FOR ADDITIONAL
CRITERIA.
CONSTRUCTION JOINTS ARE TO BE PROVIDED IN ACCORDANCE WITH THE DESIGN CODES
AND GUIDELINES AT THE ENGINEERS DIRECTION.
METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE WITH THE ACI, ASTM SPECIFICATIONS AS STATED.
REINFORCING STEEL :
REINFORCING STEEL SHALL BE ASTM A615 GRADE 60, f'y . 60 Kai UNLESS
OTHERWISE NOTED. .
REINFORCING LAP SPLICES SHALL BE 48 BAR DIAMETERS M LENGTH UNLESS
OTHERWISE NOTED.
ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION 15 SHOWN TO
THE FACE OF THE CONCRETE.
REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
DESIGN COVER REQUIREMENTS
C -I -P CONCRETE FORMED AGAINST EARTH-: 3"
PRE -CAST PANELS: 3/4"
PRE -CAST POSTS: 11/2"
DURA TEK PRECAST TECHNOLOGIES
715 WESLEY AVENUE
TARPON SPRINGS, FLORIDA 34689
ANCHORED DE516N U51N6 TIE BACK RODS AND ANCHORS:
WALL HEIGHT
(H)
STANDARD FOUNDATION
SPECIAL FOUNDATION
q
DATA VALUES,
DATA VALUES
SOIL TYPE
COHESIONLESS !SAND)
EMBEDMENT (in)
SOIL WEIGHT
408
136.0
(DRY)
120 Ib/ft3
23' I
SOIL WEIGHT
12
12
(SATURATED)
58 Ib/ft3
99.1
ANGLE OF
147" 106"
21' I
REPOSE
30'
12
Ka
333
69b
NOTE TO DESIGNERS - SPECIAL FOUNDATION DESIGN REQUIRED IF SOIL
CONDITIONS VARY FROM ABOVE ASSUMPTIONS
OR IF WALL 15 PLACED WITHIN 20' FROM
THE CREST OF A BERM.
FACTORS OF SAFETY:
OVERTURNING: 13
DEFLECTION, BENDING, AND SHEAR Ib
FOUNDATION:
1. SHAFT FOUNDATIONS SHALL BE CONSTRUCTED AS INDICATED M THE PLANS AND
SPECIAL PROV15ICNS UNLESS OTHERWISE APPROVED BY THE ENGINEER OF RECORD.
2. POSTS TO BE EMBEDDED IN CONCRETE WITH A 6" MINIMUM EDGE DISTANCE.
11TI I I TI Pc',.
THE LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES SHALL BE SHOWN ON
THE WALL CONTROL DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD LOCATIONS.
FINISH COATING:
1. THE FINISH "GREY" PORTLAND CONCRETE (UNLESS OTHERWISE NOTED) AND
CONFORMS WITH PCI MINL-116 GRADE B FINISH SPECIFICATIONS
TOLERANCE5:
I. MANUFACTURING TOLERANCES FOR DURATEK WALLS COMPLY WITH PCI MNL -116
MATERIAL5:
MODULUS OF
MIN. 28 DAY ELASTICITY
CONCRETE : DESIGN (fc) DESIGN (E)
C -I -P CONCRETE 3000 Pei 2000 Ke1
PRE CAST CONCRETE PANELS 5,000 P61 4,000 KeI
CONCRETE SHALL CONSIST OF P MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6' AND 1" AT TIME OF PLACEMENT. SEE ACI SPECIFICATIONS FOR ADDITIONAL
CRITERIA.
CONSTRUCTION JOINTS ARE TO BE PROVIDED IN ACCORDANCE WITH THE DESIGN CODES
AND GUIDELINES AT THE ENGINEERS DIRECTION.
METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE WITH THE ACI, ASTM SPECIFICATIONS AS STATED.
REINFORCING STEEL :
REINFORCING STEEL SHALL BE ASTM A615 GRADE 60, f'y . 60 Kai UNLESS
OTHERWISE NOTED. .
REINFORCING LAP SPLICES SHALL BE 48 BAR DIAMETERS M LENGTH UNLESS
OTHERWISE NOTED.
ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION 15 SHOWN TO
THE FACE OF THE CONCRETE.
REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
DESIGN COVER REQUIREMENTS
C -I -P CONCRETE FORMED AGAINST EARTH-: 3"
PRE -CAST PANELS: 3/4"
PRE -CAST POSTS: 11/2"
DURA TEK PRECAST TECHNOLOGIES
715 WESLEY AVENUE
TARPON SPRINGS, FLORIDA 34689
ANCHORED DE516N U51N6 TIE BACK RODS AND ANCHORS:
WALL HEIGHT
(H)
SHEAR,
(Kip.)
MOMENT
(Kip. ft.)
q
FOUNDATION (In)
g CIN WATER TABLE) 6 (OUT OF WATER TABLE)
L (ft) R (InJ
W (In)
T lln)
EMBEDMENT (in)
10'
408
136.0
36"
164" IIB"
23' I
42
12
12
9'
330
99.1
36"
147" 106"
21' I
42
12
12
8'
26.1
69b
36"
131" 94"
is, I
42
12.
12
7'
200
46b
36"
115" 82"
16' 1
42
12
12
6'
14.1
29.4
36"
98" 11..
14' - 1
42
12
12
5'
102
170
36"
82" 59"
12' I
42
12
12
CANTILEVERED DE516N:
WALL HEIGHT
(H)
SHEAR
(Kip-
MOMENT
(Kip. ft.)
A
FOUNDATION (In)
_5(IN WATER TABLE) B (OUT OF WATER TABLE)
10'
408
1360
36"
218" 164"
9'
330
99.1
36"
198" 148"
8'
26.1
691/0
36"
178" 132"
7'
200
46b
36"
158" 115"
6'
14.7
29.4
36"
138" 99"
5'
102
110
36"
118" 82"
THE FOUNDATIONS ARE PRE -DESIGNED AND ARE BASED ON THE FOLLOWING SOIL CRITERIA LISTED
UNDER "FOUNDATION DESIGN VALUES" WHICH COVERS THE MAJORITY OF SOIL TYPES FOUND IN
FLORIDA. USE WITHIN WATER TABLE COLUMN DATA IF WATER TABLE FALLS WITHIN THE UPPER HALF
OF THE SHAFT. USE OUTSIDE WATER TABLE FOR ALL OTHER WATER TABLE CONDITIONS.
300
CON(
opEN,FRCNT
s" r
END OF ONE MCN ROD TO BE
TNRIEADED MID FASTENED
UATH A 6' X 6' X 3/8' SQIAfSs
WASHER,A BEVELED W48 -ER
AND WIT. (TYPJ
CONTRACTOR MAY SUBSTITUTE
A BENT ONE MCH ROD MTO
THE POST M LIEU OF THE NUT
AND WASHERS AND ATTACHED
IT TO THE TIE ROD UNTN A
HEAVY DUTY ONE MCH
STEEL LOCATION (SECTION NEW)
CANTILEVERED P05TS
FOI?1DATION TO BE NOTCHED
.—IL. TO ACCOMODATE WALL PANEL
4" W g.. 4"—I e4 a 6" O.G.
_ I 2"
O .O 12O,
O O O
03 a 6" O.G.
O Q O
O O O
2'—
MAX. WIND SPEED : 146 mph
DECO POST DETAIL: W-0" N. AND 8'-0" H. WALL
WALL HEIGHT
10'
S.
8'
WALL HEIGHT
(W)
■ I��'��■
r``i`� �� `� �� �� \� ��i.
;r�i�Gpii�ir�ir�i�i�ir`ir�ir�ir�ir�i�
r�i`i`ir�i"iii
BAR SIZE
9
;i``iJi`i r .; � :�:i
p OrrOrr``rprp
`��prrprrorr0
-I 6
6
6
�rrprrprr��rr���
-
- -
i��ii`�`ii��)'..i
.i •%.)`i?moi?`i<�
- -
FOI?1DATION TO BE NOTCHED
.—IL. TO ACCOMODATE WALL PANEL
4" W g.. 4"—I e4 a 6" O.G.
_ I 2"
O .O 12O,
O O O
03 a 6" O.G.
O Q O
O O O
2'—
MAX. WIND SPEED : 146 mph
DECO POST DETAIL: W-0" N. AND 8'-0" H. WALL
WALL HEIGHT
10'
S.
8'
WALL HEIGHT
(W)
(H)
(W)10'
BAR SIZE
9
BAR SIZE
10
9
-I 6
6
6
3 Bracken Engineering, Inc.
Consulting Engineering & Forensic investigations
4899 W. WATERS AVE., SUITE A. TAMPA, FL 33634
PHONE: (813) 243-4251 FAX: (813) 243-9530
www.brackenengineering.com
WALL HEIGHT
8'
WALL HEIGHT
(W)
(W)10'
BAR SIZE
9
1
6
5
ANCHORED POSTS
IT IS THE OPINION OF THE ENGINEER THAT THE John ':Rob"Allelton, P.E.
DESIGN CONTAINED WITHIN THESE PLANS AND
SPECIFICATIONS WAS DEVELOPED IN ACCORDANCE
WITH THE FLORIDA BUILDING CODE LATEST EDITION.
THE ENGINEERS SEAL PERTAINS ONLY TO THE
STRUCTURAL PORTION OF THESE DRAWINGS AND 7
IS ONLY VALID FOR 12 MONTHS FROM THE DATE _ i1: FE'6090_4,FL
THAT IT IS SEALED. LIC. EB 7.j q FL
6" O.G. e3 a 4" O.G.
� 0
12"
P CHAMFER ON
EACH CORNER TYPICAL
ON ALL POSTS
WALL HEIGHT
(W)10'
9'
8'
BAR SIZE
8
1
6
6" O.G. e3 a 4" O.G.
� 0
12"
P CHAMFER ON
EACH CORNER TYPICAL
ON ALL POSTS
PROJECT: 103_016
SHEET TITLE: GENERAL NOTES
DESIGNED BY: JRM DRAWN BY: MRI]
DATE: SCALE: SHEET #:
04-21-04 N.T.S. 01
WALL HEIGHT
(H)
BAR SIZE
6
5
4
PROJECT: 103_016
SHEET TITLE: GENERAL NOTES
DESIGNED BY: JRM DRAWN BY: MRI]
DATE: SCALE: SHEET #:
04-21-04 N.T.S. 01
STEEL LOCATION (FRONT VIEW)
BAR
BAR
BAR
BAR
BAR
BAR
BAR
BAR
BAR
BAR
BAR
BAR
DURA TEK PRECAST TECHNOLOGIES.
715 WESLEY AVENUE
TARPON SPRINGS, FLORIDA 34689
BAR
BAR
BAR
BAR
BAR
BAR
BAR
I
_-e T
BAR
BAR
BAR
BAR
BAR
BAR
BAR
BAR
WALL HEIGHT
(H)
e o
POST
OPEN/FRONT FACE 2" MIN. EDGE
10'
0 0
POST
041912"
0 o
DISTANCE
041912"
0 0
T.
03012"
THAT IT IS SEALED.
b..
031912"
b'
W.
SOIL FACE NOTE:
5,
Co..
CONTRACTOR TO ENSURE PANEL IS INSTALLED
WITH STEEL CLOSEST TO OPENiFRONT FACE.
STEEL LOCATION (PLAN VIEW)
DURA TEK PRECAST TECHNOLOGIES.
715 WESLEY AVENUE
TARPON SPRINGS, FLORIDA 34689
BAR
BAR
BAR
BAR
BAR
BAR
BAR
I
_-e T
BAR
BAR
BAR
BAR
BAR
BAR
BAR
BAR
WALL HEIGHT
(H)
WALL
THICKNESS
(Tw)
VERTICAL
REINFORCEMENT
10'
8"
041912"
S.
- W
041912"
8'
b"
03012"
THAT IT IS SEALED.
b..
031912"
b'
W.
"3012"
5,
Co..
03e12.,
Bracken Engineering, Inc.
Consulting Engineering & Forensic Investigations
4899 W. WATERS AVE., SUITE A, TAMPA, FL 33634
PHONE: (813) 243-4251 FAX: (813) 243-9530
www.brackenengineering.com
BAR
BAR
BAR
BAR
BAR
BAR
BAR
BAR
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STEEL LOCATION (SECTION VIEW)
IT IS THE OPINION OF THE ENGINEER THAT THE
John "Rob" Melton, P.E.
DESIGN CONTAINED WITHIN THESE PLANS AND
SPECIFICATIONS WAS DEVELOPED IN ACCORDANCE
WITH THE FLORIDA BUILDING CODE LATEST EDITION.
THE ENGINEERS SEAL PERTAINS ONLY TO THE
T
STRUCTURAL PORTION OF THESE DRAWINGS AND
IS ONLY VALID FOR 12 MONTHS FROM THE DATE
LIC. PE 60904 FL,
THAT IT IS SEALED.
LIC. ED 741914=1_
1
PROJECT: 103-016
SHEET TITLE: Panel Layout
DESIGNED BY: JRM DRAWN BY: MRD
DATE: SCALE: SHEET#:
04-21-04 N.T.S. 02
U
'A if! S ift E V 15 iff E D
CITY OF SANFORD