220 Loch Low Dr 03-2729 screen room enclosureQ5
CITY OF SANFORD PERMIT APPLICATION
Permit # :— / '� ��t ✓ Date:
Job Address:
Description of Work: C'//rJJ%g� ,Y/fell,
Historic District: 1"�1i Zoning: Value of Work: $ 2 00y
Permit Type: Buildingy Electrical I,' Mechanical Plumbing ... Fire Sprinkler/Alarm Pool
t
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential " Commercial Industrial Total Square Footage: `Zoa
Construction Type: ed # of Stories: # of Dwelling Units: Flood Zone: Gt (FEMA form required for other than X)
Parcel#: % C%>'f�(�-iil//($l� "o/C✓0,0.�
(Attach Proof of Ownership & Legal Description)
Owners Name & Address;
Phone:,
Contractor Name & Address: fI'�i 1�L✓'�1fr
_ State .icense Number:
Phone &Fax: 007J/21" 64Contact Person: %�✓%lJ�" J �i� Phone:
Bonding Company: / i✓
Address:
Mortgage Lender:
Address:
Architect/Engineer: r // s 7
i 1✓ CI ` �/� Phone: �%� f / 6 �T � e�
Address: f� e A CCG.' 1J 1(fJi1 '4"` l.1/ /�j 1 "t- 4'G'Y �✓! E'rd /sZ Fax: � L� �
V � �
Application is hereby made to obtain a permit to do the work installations as indicated. I certify th tt ow ork or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR Pl \iTHE",
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.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is_ver11 ).
p p �i�' tron that [ Il notify the owner of the property of the requirements of Florida Lien Law, FS 713.
1
Signature of Owner/Agent VDate Signature of Contractor/Agent Date
Print
,Owner/Agent's a—mfe��q Print Contractor/Agent's Name
Signature of Notary -State of Florida Da e Signature of Notary -State of Florida Date
Owner/Agent is _
_ Produced ID
FOSTER-uRONSON
UpofW9/O,ri Contractor/Agent is _ Personally Known to Me or
ry Row�tin Produced ID
bl t j:01
APPLICATION APPROVED BY: Bldg:,
' (Initial & Date)
Special Conditions:l�
(Initial & Date)
J iA , im lvo t! 870 G
Utilities: FD:
(Initial & Date) (Initial & Date)
VISIONS
r
.egal Description: 1:._ or 10 L_ K " H . H 1 Cjij� N �� UN 1 % 2 -
CD
tecorded in Plat Book 1 `•7 Page 5-7 e- 58 of the Public Records of �li")1 C`"1®ice County, Florida
FTNo w
-f'
0�
O1 . X, t0��0 ? �`a•^�
`� �r)C"i
4�3jCa�'`
n
'J l'V1S /1 0
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Based on the national Flood Insurance Prograrn
"Firm" Map Community - Panel Number
Page S Z3 Daled - do above described
Property ir1 nul within a special flood area.
7. onp.._ .�-.__.
I hereby certify that the survey represented on this map was made under my direction
n on the date shown based on the
information furnished to me as noted and conforms to the MINIMUM TECHNICAL STANDARDS FOR LAND
SURVEYING IN THE STATE OF FLORIDA in accordance with CH. 21 HH-6, Florida Administrative Code and that there is
no evidence on the ground of use of the property which might suggest a possible claim of easement other than those
shown on the survey.
The Surveyor has not abstracted the lands shown hereon for easements and/or rights of way of record.
No underground Installations or Improvements have been located except as noted.
C CIi" (E�5Ut-v Date: QC_� ,1
Certified to J,.4- 0® S; all®• c®
rnest H. Startup LEGEND 2601 WELLS AVENUE, SUITE 181
ar.tlyn A. Startup 0= Iron Rod FERN PARK,.LB-2FLORIDA 32730
, CERT. NOLB•2108
Independence One Mortgage Corp. o = Iron Pipe
mfp Title Co. ® = Conc. Monument
270 Goc-H Govi Dr. o = Nail F' Disc.
S�Fu tin , rL, 3 z? 71
x = Cross Cut
RY B. KR
Revised: REGISTERED L SURVEYOR NO, 4245
a
SECURE WITH 1/2" A.B. 3 PLACES VERTICALLY
1/2" A.B. SIMPSON SET EPDXY (4"EMB.) TO
EXISTING & TIE TO ADJACENT NEW
FILLED CELL (2 PLACES) TYP.
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STRUCTURAL NOTES
U CODES
LI STANDARD BUTl.OING CODE (2001).
1.2 BUILDING CODE REOUDREMCNTS rOR REINFORCED
COMER
ErE (ACT 3te-95).
1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM
DESIGN L13AOS FEW BUILDINGS AND OTHER
STRUCTURES (ASCE 7-931.
I., CONCRETO -
2.1 CONCRETE COMPRESSIVE STRENGTH AT 26 DAYS,
2.I.1 PRECAST WITH STANDARD REINPDRCENENT-1,500 PSI -
2.1.2 PRECAST WITH PRESTRESS REINFORCEMENT-5,000 PSI
2.1.3 CONCRC TE FILL (PLACED IN FIC1.0-2.506 PSI ;
2.2 REIWORCING BARS,
2.2.1 STEEL PLACED IN PRCCAST LINTCL AT TIME Or i
FABRICATION ASTN A615 (GRADE 60)
2.22 SIEEL IN LINTCL AND NNOCNOUr TACK (PLACED I
IN FICLD) ASTN A615 (GRADE 401
2.) PRESTRESS STRANDS ASrM A416 7-WIRE Ii
2.A DETAIL REINFORCENEHr AN ACCORDANCE WITH ACI 315
2.5 CONCRETING OPERATIONS SHALL COMPLY WITH
ACI STANDARDS. ,
3 HASONARY,
3.1 DESIGN AND CONSTRUCTIOI SHALL CONFOaM TO THE }
SPECIFICATION OF THE NArDONAL CONCRETE MASONRY
ASSOCurION AND ACI 530,
IMUi
3.2 MINM MASONRY UNIT STRENGTH I'm 1y2M PSI
3.3 MORTAR SHALI `C TYPE S
va NOTE IT IS SHE CONTRACTOR'S RESPONSIBILITY
TO REVIEW ALL DRAWINGS BCFORE CONSTRUCTION
BEGINS.
CROSS SECTION 11
10 -0
REAR ELEVATION
I
QUALITY PRECAST COMPANY DISTRIBUTORS FOR:
"STRONG" ON SERVICE LOIT., CONCRETE PRODUCTS. INC. vmw CORE rE PRoo11CYS
VOL BOX 771255 P.D. BOX 2"
P.O. BOX 11 SINTER CARDEN. rL 34777-IM 2ELLV00I, FL327RB
S BCCI PST L Ell CVALUAt®•r SLCCI PST L Ell EVALU4104
BRANDON, FLORIDA 33509-0011 REPORT NUMBER 19oe REPORT NUMBER 9537
TELEPHONE: 1-813-653-3240
ORLANDO TEL. : 1-407-877-1000 rNrculrr v/ YP1r NrEL:ruler
PREf IA,;tS N,ra. n rn
RCRlOrCEKMr D1i¢'011x LNrrEL iOIaN
13
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r n �.;Ls r•EnrErKx Ij5' 5' �®• r ti mY.
TOTAL ALLOW BLE SUPER(MIFEMO LOAD
POUNDS PER LINEAR FOOT
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TOTALALLOWABLE . ....r. , --_. _..-
POUNDS rr
eats®®•Tt;'�®
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Marc:, NOTES.1. N1.D CDYD' M Or STCCL LS• L "IN]" CWr-•a or STEEL 1.51 ,tea
2. @S. S1r4JIGIN Ir FeCLCAS[ 1.900 PYL t CONE. IIREN, r' AT RELEASE 9.W PSL
1 SIRANO MDR PRESfrE1SNG 1[NDONS ASTN A4.4
-. NMMIM PRCSf,CSS fDR[E PRI04 ID LOSSES -19( MrAL
PrAMIgg9�',✓yj�J
T
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OF
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SHEET NO
.1
OF .2
LAST PLOT DATE: .
August 27, 2003
ENGINEERING BY:
WILLIAM F. STUHRKE, PhD
PROFESSIONAL ENGINEER
FLORIDA REGISTRATION
# 22150
51-611 31-511
V IT PR�� I� t�iSl-t R MOVE 6'SC D
R#.,4CK a 4-t_L. C t®►�4C KT 0 D FILL-IN
DOOR
EX
RCH
\ CLO.
;6
rb
EXISTING
61-211 --� 21-411 SECURE WITH 1/2" A.B. 3 PLACES VERTICALLY
Existing Residence EXISS& TIE TIMPSN SET EPDXY 4'EMB.) TO
TING O ADJACENT NEW
FILLED CELL (2 PLACES) TYP.
77 2—::7-7--77774
SCREEN PORCH 41-011 1 71-811
BEARING WALL
111_$11
j \
a
owr, NO: KJAX0058
MULLION
\^�
ANCHOR
BRACKET
I I
INSTALLATI❑N MULLION
ANCHOR / DIE NO. KCO-251
{ (TYPJ
�} O I
d
O 0 t'
• F
11
#8 SELF TAPPING
WINDOW -
SMS (T{YPJ
FRAME JAMB INSTALLATION
(TYPJ ! MULLION ANCHOR
ANCHOR\\\,F (TYPJ
\
BRACKET
MULLION
DIE NO,. KCO-251 L
n v SEE NOTES
SECTION A--AQtv
i a II a I #2 &.#3
1SUBSTRATE
A A DETAIL_ B-B
i'
} i
B - B I , 0, n,14,
EXTERIOR ELEVATION
E X Ni
MASTOR 1EiffiE /7
NOTES;
1) MULLION INSTALLATION DETAILS.APPLY TO ALUMINUM TUBE MULLION,
DIE NO. KCO-251, WHEN USED TO MULL MARK 40 / 50 SINGLE .HUNG
WINDOWS SIDE BY SIDE, I� I NC�, LTD,
2) IN MASONRY CONSTRUCTION, ,ATTACH MULLION TO SUBSTRATE WITH
FOUR (4) 3/16' DiA. CONCRETE SCREW ANCHORS OF SUFF,ICiENT LTH. TO JACKSONVILLE, FLORIDA
ACHIEVE i-1'/4' MiN, EMBEDMENT INTO CONCRETE OR MASONRY,
3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TOI SUBSTRATE USiNG TITLE' INSTALLATION DETAILS
FOUR C4> #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE !1-3%8' MIN. FIN MARK 40 / 50 SERIES VERTICAL MULLION
i
FRAMING. WOOD F RAMI DATE
EMBEDMENT INTO 3/24/02 AREA DEN• APRVIDI _ _ _ _
4) MULLION AND ATTACHMENT ARE IN COMPLIANCE WITHI THE ---- JS f
'
WT/FT1 __-- SCALE, HALF HA1L�__-- DWG NO,
REQUIREMENTS OF THE FLORIDA BUILDING CODE AT THE DESIGN PRESSURES
SHOWN ON CHART ON BACK OF THIS SHT,
3 - ;, - - NEW 10714"
NEW BED/SITTING - -
O CONC SLAB
24 SH
61 - 811
341-011
PATIO -
4" 2500 PSI CONC. SLAB W/
6x6 10/10 W.W.M. OR (FIBERMESH/FIBERMIX ADDED
TO THE CONC. IN ACCORDANCE W/ MANUF'S
INSTRUCTIONS FOR, NER-284 FOR FIBERMESH, OR `
NER-414 FOR FIBERMIX, OVER 6 MILL VISQUEEN - - - - - - -
VAPOR BARRIER & TREATED FOR TERMITES
OVER 6 MIL VISQUEEN VAPOR BARRIER
OVER CLEAN COMPACTED SAND FILL
UNDISTURBED EARTH STRIPPED OF
2 ATION AND TREATED AGAINST TERMITES
24 SH
A/C UNIT
® I
61-011 61-811 31-011 141.011
/
ANCHOR OUANTITY CHART
CA;!L
UP TO.70n,
HEAD
SiLL
I@ EA.JAMBS
I
S;Z_
2023
2_' in a 27 ,
2
2
2
2030
23 1/- x 35 1/2
2
2
2
2033
23 7/1 x 43 1/T
2
2
3
I
204'
23 )/_ x 51 1/2
2
2
3
2050
23 1,•x % 59 V2
2 -
2
3
2060
23 7/3 x 71 I/2
2
2
4
2070
23 7/3 x E3 12
2
2
4
2080
23 7,; x 95 m
P
I a
242A
L, ,J, A L, 1/2
2
2
2
2430
27 1/, x 35 ,/r
2
2
2
,-438
27 ,1, x 43 xn
2
2
3
2444
27 T/, x 51 1/2
2
2
3
2450
27 r/S x 59 1,
2
2
3
2460
27 rn x 71
2
2
4
2470
27 ,/, x E3 ./:
2
2
4
2480
27 ,;, x 95 /z
5
2824
31 7/4 x 27 In
2
2
2
2830
31 7/, x 35 1/1
2
2
2
2838 `
31 1/a x 43 1/1
2
2
3
2844
3t x 5t 1n
2
2
3
2850
31 ,n x 54 1n
2
2
3
2860
31 7/, X 71 I/1
2
2
4
2870
31 7/a x 83 In
2
2
a
2880
31 7/a x 95 1n
5
3024
35 7/, x 27 ,/r
2
2
2
3030
35 7/, x 35 I/2
2
2
2
3038
1/
35 , x 43 ,/1
2
2
3
- 3044
35 7/a x 51 1/2
2
2
3
3050
35 7/a x 59 1/2
2
2
3
3060
35 7/a x 71 1/2
2
2
4
3070
35 Tn x 83 1/1
2
2
4
.3080
35 7/, x 95 1 1
2
5
3424
39 7/, x 27 1/2
3
3
2
3430
39 7/, x 35 1/2
3
3
2
3438
39 7/a X 43 1/2
3
3
3
3444
39 1/5 x 51 1/1
3
3
3
3450
39 1/e x 59 V1
3
3
3
3460
39 1/, x 71 1/1
3
3
4
3470
39 /a x 83 V:
3
3
4
3480
7 x 95 /2
3324
43 1/a x 27 I/1
3
3
2
3830
43 7/a x 35 in
3
3
2
3838
43 7/a x 43 In
3
3
3
3844
43 7/a x 51 1/1
3
3
3
3850
a} 1/a x 59 v1
3
3
3
3860
43 "1 X 71 1/1
3
3
4
3870
43 7/1 x 83 yr
3
3
4
3830
43 ,/a x 95 1 1
3
5
4024
A7 7/, x 26 ,n
3
3
2
4030
47 it x 37 in3
3
2
4038
47 7/s x 43 V1
3
3
3
4044
47 7/a x 51 1/1
3
3
3
4050
47 T/a x 59 1/2
3
3
3
4060
47 7/a x 71 V2
3
3
4
4070
47 1/a x 83 1/2
3
3
4
4080
47
3
3
5
4424
51 7/a x 26 1/1
3
3
4430
51 a4 X 37 1n
3
3
2
4438
51 7/" x 43 I/2
3
3
3
4a44
51 ,/1 X 51 1/1
3
3
3
a450
51 r/1 x 59 1/?
3
3
3
4460
51 7n x 71 In
3
3
4
aa70
51 1/a x 83 1/1
3
3
4
44 80
1
re 51 x 95 1
5
[4utx BEHOLD r vINDOv - - Tv7 81 FRANII$ X .3 SCREV 1N$rALAr1oN
V INDOv FIN VD(N 3. OT..ER
1• M;•`L CMBC ONENT C4JLx BEHIND vINOpV FIN
1/4' HAx �-
EXTERIOR SPACE SNEaTHING
Tv0 BY FRAN(NG
FINIS" By B(,CK BY DIVERS I B( D(M[R$
OTHERS
■9 SCREVX �Y
INS TALLA TIGN
ANCHOR 'i'T��II-��
aMAX
11 J�
SPACELf-
PERIMETER EXTERIOR
CAULK BY I
OTHERS EMBf ONCNf
FIN FRAME FIN FRANC JAMB Ex TEPIGR FINISH
HEADER BY OTHERS
PERIMETER CAULKSECTION
2 By -OTHERS
.
EXTERIOR VINDOV
HEIGHT VINDO'J
L.•IOTH
SILL STOOL 0 0 1 0
B, OTHERS
FIN FRAME J O O
SILL (\I
z4• .c.
o
Hax. (TYP.) I A �—
PERIMETER- 0
CAULK BY l 2 COUALLY
OTHERSLas VINDOV I SPACE
T' HEIGHT ANCHORS
6 (TYP.)
o � o
1/4• MAX J SPACE A
/
48 INSTALLATION I
ANCHOR SCREV 0 0
t 6' HAX.
EXTERIOR 0 0 0 (TYP)
FINISH TVO BY FRAMING
BY OTHERS 1• MIN BY OTHERS .1,
EMBEDMENT CENTRAL F L'L1.EO oA 1[S. !0. ki.:d''_
SECTION I IZ ANUFAC'1TUIRFER NP\Mn 6' 'MAX. (TYP.)
NOTES
1)IT
WN
OOW FRAME MATERIAL: ALUMINUM ALLOY 6063.ja INSTALLATION ANCHORS 'J� (, NT L�T L EVAT 10 N
Z) ACHIEVE Mitt. EMBEDMENT OF IT INTO BE FFRAMING IEUEMBER.-'1ASTER FILE Yi
SPACE IB SCREW ANCHORS 6• FROM CORNERS &.24' O.C. FROM EXTERIOR
MAX.
3) CAULK BEHIND WINDOW FIN AT HEAD h JAMBS WITH DUO-SIL
ACHE" CAULK OR APPROVED EOL. APPLICATION OF DUO-SIL
ADHESIVE CAULK MUST COMPLY WITH SEALANT MANUFACTURER'S
RECOMENOATIONS. DO NOT CAULK BEHIND FIN AT WINDOW SILL.
4) USE LATEX CAULK OR EOUIVALENT FOR PERIMETER SEAL AROUND K I N C O LTD . ST/S OLD KINDS ROAD
EXTERIOR OF WINODW BY OTHERS. JACK30NYILLC. /LORIDA 3IZS4
5) IF EXACT WINDOW S!ZE IS NOT LISTED IN ANCHOR CHART, USE
ANC NOR OVnuEANTITY`LISTED WITH NEXT LARGER SIZE. INSTALLATION DETAIL WOOD FRAME OPENING
6) GLASS TYPE AND THICKNESS MAY VARY PER THE REOVIREMENTS FIN SINGLE HUNG WINDOW M40/50 L M40/50HP
0F A TM EI300 CLASS CHARTS SI
NGLE CZING IS SHOWN
.
AN• OAI
INSULATING cuss IS Also ouaIFIEO. (N°IMn"` PIANUEL HARTINEZ ° BB ('ll/05/01
7) FACTORY PUNCHED HOLES IN FIN JAMB 00 NOT REQUIRE - NSCIPUNE: SEAL(: ow°. MCI:
INSTALLATION SCREWS. INSTALLATION ANCHORS ARE ONLY REO'O. y CIVIL N.T.S. xJAxaa7
THRU FIN AS SHOWN ON THIS SHEET, 1L. Af G. M0: I['. UIICA: SM I:
G�-•aB- � 47I82 I OF I -
IA(IM(0 2f4 INILAMA110NLL I.-. SNI( 7,4, (A1HAC•.. r:OAWA 111.4, INO"( .al /af-a)41 rAl
PREPARED By. PRODUCT-TECHMMOGY COPP_ t'50 INtERNA1IONAL PKVY • SUITE 250. HEATHIOV• FLQNDA 32746 PHOI1[ 407-805-0365 FAX 407-DB5-®)!J. ITS IA(10"C1 fl ✓IVCAM" (Ma,A((AW4. wC.• Na"r
EXISTING. Fiberglass Shingles
5/8" Plywood Sheathing
2"x10" Rafters @ 24" oc
�\'----�_
2N4" Ceiling Nailers @ 24" oc
`1/2" (Ranchboard) Plywood
EXISTING:
4"X10" WOOD BEAM
3/4" FUR LNG TO BE
& DRYWALL FILLED IN
i
(1) #5 RE -BAR DOWNROD FTG
00 TO LINTEL (AT FILLED CELLS)
00 AS SHOWN ON FL PLAN;
11 MIN LAP 25", USE 2500 PSI
Ld
Lz
O
c.)
T-(
NEW 8" CONC.
BLOCK WALL
j
NEW 4" CONC. SLAB
ON TOP OF EXIST.
CONC. SLAB NEW 4" CONC.
DOOR STOOP
---'-d---:-Q--' -'-a- °
EXIST. CONC. SLAB (2) #5 RE -BAR
CUT BACK 16" 16
i
1 EXT. FTG. DETAIL
SCALE:1/2" 1'0"
i
4" SLAB
f
p P-I
v
THICKENED EDGE
I,
EXTERIOR WINDOW OPENINGSCHEDULE,
Winel (PSG) LINTEL INFO,
NO,
Description Typa Pmeaure ROU& Ope itng
DESiGN
iO
WINDOW (2) 24 SH +25.1b / -344,1 4I-811 L5"4 31-5/811 X 56®5/8"
O
WINDOW (4) FIG, +25.1 / -34.i moll LIA 12-1/2" X
50-5/8"
ODOOR
3068 +25.121 / -34,1 4"4o11 L4A 3S-1/211 X 81-5/8"
®®R 2868-1/211 X 81-
PER QUALITY
PRECAST ENCxi EERiNG
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PRECAST "U" LINTEL W/ 1-#5 CONT. IN
3000
PSI CONC. @ OPNGS. 6-0" & OVER.
PRECAST "U" LINTEL ALL OPENINGS
UNDER
6-0". (NO CON OR STL. REQD.) HURRICANE ANCHORS
25" Re -Bar
ACI 530 25" MIN.
Lap
LAP
TYP. BOND BEAM
_ > >
^'>^ > " "'> > " > ^ " > "' " ' "
8" x 8" x 16" K.O.
CO
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R..
fV 6 V V m
LINTEL BLOCK
FILL W/3000 P.S.I.
,- - - " --1
CONC. W/1 #5 DIA.
N
REBAR MIN. LAP 25"
(ACI 530)
,
>`
U
REBAR BOTH SIDES FOR
'
STD. 90 DEGREE
PENINGS 6' 0" OR MORE -
ANGLE 3000 P.S.I.
> ^
CONC. W/1 #5 DIA.
REBAR MIN. LAP 25"
,, A
(ACI 530)
.X
`
INDICATES FILLED
x
^
CELL F.
BEAM WIDTH 1 #5T0
BAR MIN. LAP 25"
>
(ACI 530)
8" x 8" x 16"
X
> A
C.M.U.
n
JA
t
X
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TYP. DOWEL 25"
Y
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EXT. ABOVE SLAB
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(ACI 530)
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LTYP. MONO. FTG. SEE FOUNDATION PLAN
W/2 #5 DIA. REBAR
CONT. MIN, LAP 18" (ACI 318) FOR LOCATIONS
MIN. 12" BELOW GRADE
q
TYPICAL BLOCKA W LL/REINFORCEMENT
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SCALE: 1/2" = V-0"
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SHEET NO.
i
OF
.i,2
2
LAST PLOT DATE:
August 27, 2003
ENGINEERING BY:
j
WILLIAM F. STUHRKE, PhD
PROFESSIONAL ENGINEER
irLORIDA REGISTRATION
i # 22150
I
I
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