Permit 325 Mealy St (vault) CITY OF
I&Wwft Ve4d-R"4*
Office of Building Official
REQUEST FOR INSPECTION
Date cc, Permit No. --+ :7
Time A.M.
Received PM. District No.
�-) aA:l --0 Z) 1-3
Job Address Locality
Owner's
Name Contractor —Turylel (-I
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing 0 q��D Rough Wiring E3 Rough 17 Air.Cond.& Li
Re Roofing El Slab Temp Pole 1-1 Top Out 71 Heating
Lintel Final 0 Sewer Fire Place 0
READY FOR INSPECTION Pre Fab A.M.
Mon. Tues. Wed. Thurs Friday—RM.
Inspection Made --PM.
2—
Inspector Final Inspection C1
Certificate of Occupancy
Date
1)1\4 CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
JOB LOCATION lylp—A& -rA e-e
PLUMBING CONTRACTOR 14 M AM C'o
LICENSE NUMBERS CFCO22523 q
OWNER e- c 0 4.5 el 4 G
BUILDING CONTRACTOR -j-,q mg g
TYPE OF BUILDING m ep-c
SINKS SHOWERS
.9- LAVATORY WATER HEATERS
BATH TUBS DISHWASHERS
URINALS DISPOSALS
CLOSETS WASHING MACHINE
FLOOR DRAINS OTHER
_,�I_TOTAL FIXTURE COUNT
INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH
THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE.
DEPARTMENT OF BUILDING 979t),
CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO.-
PERMIT TO BUILD
THIS PERMIT MUST BE POSTED ON JOB
Date June 9. 19
Valuation$ 76,900.00 Fee$ 270.75
This permit not valid until above fee has been paid to City Treasurer,and is
subject to revocation for violation of applicable provisions of 12w.
This is to certify that KING CONSTRUCTION MAN M*75_ T1
t,i,,-,T\n
CGCO03043 Route 14, Box 46; 32095 7n,'% I A 6�I Umf
has permission to build Warehouse; two units with offices otxArl,
/W64 I A Fit 1-170
Classification Tneli--ttrinl Zone T 1.111
Owned by Joseph J. Conselice, Jr.
7-!;Nyport Industrl&I
Lot 8 Block
House No. 330-332 MEALY STREET SOUTH
According to approved plans which are part of this permit
NOTICE—ALL CONCRETE FORMS
AND FOOTINGS MUST BE IN-
SPECTED BEFORE POURING.
PERMIT VOID SIX MONTHS
AFTER DATE OF ISSUE
M
4 10 4 10 0 Building material,rubbish and debris
z
I from this work must not be placed
in public space, and must be cleared
up and hauled away by either con-
tractor''or owner.
----------
C -ell V'/
Buil Oft6iX,
FOR OFFICE PERMIT DATE CONTRACTOR
USE ONLY NUMBER
PLUMBING
ELECTRICAL
SEWER
___ftATER
Address f _P__
z -?Heated Square Footage (D @ O_Z52 per sq ft = $
Garage/Shed @ per sq ft =
Carport/Porch @ $ per sq ft =
Deck $ per sq ft = $
Patio @ $ ____per sq ft = $
TOTAL VALUATION: $
12 (, ..50
Total Valuation lst $
2 c,,
Ramtinder_ Valuation -per th6ud-and or
portion thereof
-------------------------------------------- Total Building Fee
ADDITIONAL PERMITS and/or FEES REQUIRED
+ � Filing, Fee $
Fireplaces @ 15.00
Mechanical -7 15
BUILDING!PERMIT FEE $ L
PluThing
Electric/New
-------------------------------- - -----------
Electric/TaT BUILDING PERMIT $
Septic Tank
Well WATER MEIER C1MGE $
Rdmud-ng Pool SEWER IkTACr FEE
Sign WATER IMPACT FEE
Water Connection MISCELLANEOUS
Sewer Cotmection $
Water Meter
Elevation Certificate ,
GIMD TUfAL DUE, $
-------------- -------------------------------------------------------------------------------
CALCULATIONS and/or NOTES
City of AtlAntic Beach
Fixture Unit Worksheet for Water Impa at Fee
FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND
FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY
WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXEDiAT TWENTY
4
DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM.
BATHROOM GROUP CONSISTING OF -----SERVICE SINK TRAP STAND
WATER CLOSET, LAVATORY & BATH
TUB OR SHOWER STALL (6)
WATER CLOSET VALVE
WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8)
-4- t
BATHTUB/SHOWER (2) ---- URINALIWALL LIP (4)
SHOWER GROUP PER HEAD (3) � FLOOR DRAIN (1)
SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2)
7
__l(_LAVATORY ( 1 ) -----COMBIN�TION SINK AND TRAY (3)
WASHING MACHINE (3) ----.' POT, SCULLERY SINK (4)
DISHWASHER (2) � WASH SINK EACH SET OF
! FAUCETJ (2)
-----KITCHEN SINK (2) 1
DENTAL LAVATORY ( 1 )
KITCHEN SINK WITH WASTE
GRINDER (3) ' DENTAL UNIT OR CUSPIDOR (1)
BIDGET (3) URINAL STALL, WASHOUT (4)
----- -----
FLUSHING RIM SINK (8) -----COMBINATION SINK AND TRAY WITH
FOOD DIPPOS. (4)
-----URINAL, PEDESTAL, SYPHON JET I
BLOWOUT (8) �DRINKING FOUNTAIN ( 1/2)
-----LAVATORY, BARBER/BEAUTY
SHOP (2) -----LAVATORYP SURGEONS (2)
SURGEONS SINK (3) ICE MAKER (1/2)
BAR (2)
A v__
TOTAL FIXTURE UNITS @ $20. 00 EACH
- ---- ---------
JOB INFORMATIO
- -- - - -- - - -
CITY OF ATLANTIC BEACH
APPLICATION FOR BUILDING PERMIT
Owner,JOseph J._Conse lice,-Jr. --Address 2157 The Wood Drive zip_jLZ16 r� -93 5
---- -------- _pho e 221
Architect Art Beal ----------Addre9g3jLaY_ Meadows �Lay......zip_.IL�16_phone 737-5764
Cant actor __�L 52
_KLn!a�CLI�structiqn Address Route M .Box 46 CL _phone 2427.Q-�Lu
Contractor's License number MC003OiT __expiration-6-30-89
Lot 8 Block or Section Subdivisionjjay 4
--------- pQ2;t Ind-Park-Zonina -71 --
Street Mealy Street --2XWAtWM--------------and-Mealv Drive ------side-----------
Type Construction Block No. Units 1 No. Fireplaces 0
---------- -----------
Purpose of Building--------Warehouse -----------Est. Valuation $ 50,000.00
Utility Method - Water-----X------- Sewer----X-------
Dimensions - Building____!T_x-96 ----Lot104.91 x 123.80-Size Footings_12 x 12----
Sz. Piers------------Sz. Sills----- Greatest Span Sills----g----
Sz. Ceiling Joists-- Truss Distance on Centers--- 2411---Greatest pan
Sz. Floor Joists Distance on Centers---------Greatest Span.......
Sz. Rafters Distance on Centers---------Greatest Span.......
Method of Heating... NOne----Solid or Filled Ground-----------Roof--Shingle
Flood Zone-------If located within a FLOOD HAZARD ZONE complete page 3
In consideration of permit given for doing the work as described
in the above statement, we hereby agree to perform said work in
accordance with the attached plans and specifications, which are
a part hereof, and in accordance with the building regulations of
Atlantic Beach. The contractor agrees at its expense to provideAPpROV. ,
the necessary access to the properties being developed oNM CF ATLANTIC BEACII
dedicated City rights-of-way and to clear, clean, grade, anefUILDING 0,,,,,,
drain said right-of-way to City
specifications. ju
ju
8'.
Signature Owner D a t e
ctor
Signature Cant Date
page 2
Buildl',Irbs
FLOODPLAIN DEVELOPMENT INFORMATION
Type of Development:...\Ld f�'r 6 6 �-j L- ------------------------
Flood Zone: (11
Required Lowest Floor Elevation:-- / 1 . 1-6------
If building is located within a flood hazard zone (Zone A), a
survey must be made AFTER THE SLAB HAS BEEN POURED, certifying
that the LOWEST FLOOR ELEVATION is equal to or above the base
flood elevation established for that zone.
No final inspection will be made and no certificate of occupancy
will be issued until the survey is on file with the A,OW04 Vf 9 E)
Department. CITY CF ATLANTIC BEACH
BUILDING OFFICE
COMMENTS: JUN ',C-F3
Applicant Acknowledgement: I understand that the issuance of
this permit is contingent upon the above information being
correct and that the plans and supporting data have been or shall
be provided as required. I agree to comply with all applicable
provisions of Ordinance No. 25-7-11 and all other laws or
ordinances effecting the proposed development.
Date
pp I i cant'a Signature
AP�PROVED
CITY OF ATLANTIC BEACH
---------------------------------------------------BUILDING OFFICE
JUN
Department Use
Required Lowest Floor Elevation
As Built Lowest Floor Elevation
-----------------
Survey Filed with Building Department
JUN
Building Department Representative
Building and Zoning
page 3
GENEM WITES 71. Installation is the resporribility of the erechort See TPt 14) Precattlions shall be taken to WAre that the placement and use of -MLL PFW49L LINGT14S FINE TO K EQUIL IN CKM SECTION
(unless otherwise specified) INSIDE THE BCRW.
publication.Handling&Erecting Wood Trusses Ilatest edition). ft truss conforms with the design —=111c TO TME SIZE OF'MIS 11111M. NOTE It rANKO"
1) Lumber shall be d species and grade specified.approved equall or 8) Panel splice(oplional)—Not to occur in center 1/3 of panel 15) Repetitive member bending values are used as specified in National FMOM IWORTRNCE
that of greater stress wake. 9) Splices in top and bollorn chord not to occur dinectly above Design Specification Or Wood COVISITUC11011(latest elilittl0n). —TOP CNOFW MUST BE LFIMVILLY DWoCED PROPERILY
2) Truss plats to be 20 ga. one another. 16) Pla"is to via]stresses".--I plabrig for handling of RTTIFICHEI!PLYNOW SHEFITHING(MIN 3/3*)
3) Connector polls are to be installed stimmethr^an ft part on '10) Provide propea lateral support d all chords.Compression chords are bosses is"responsibility of the Wincator.
each lam of truss. at 16.5 inches an cmW max.and tension chords are at bon foot on 17) Truss design conforms to the current TPI design specifications for B A A, 0
4) Clary Corp-is not restoonsible bir permanent of temporary bracing. coft max. light metal plale ciinnecled wood trusses and r based on the
-e AIFIC4
140.
suppons.mierall met or floor system or drainage of same. 11) EJUS Indicates 2 x 4 bearing plate(by others). bLWjW fabiving the recommended practices as set Wh in the
5) I'Lecommendaill mirwrium cambw(mches)is dw spw in inches 12) CZEB= Indicates continuous Lateral bracing at location Wily control manual from TPI.
divided by 720. shown(by olhers)- 18) Pb*sizes are delineated vertical by horizontal. *EXIMPT AS SIM NO. 1 14198
6) Appiwal numbers UBC#2342.FRA TCB#20.04. 131 No members of this[fuss may be cut. licable to shorter
Ak 0 00
SOCC 07251-74.BOCA 624. misses ol identical loading and configuration
19) The structural design parameters shown are app 0 PA S ONAL SfATE OF
I
PITCH E3=XS =3X 5 EX-5 ,�46 ...... R A
4112 $1
IN N.6045
4 APPRC)VED GIN
NO SPLICE. B ATLANTIC BEAM
X4 j 40:0: 155 XX56 5 4'8: CITY C-..-
3 BUILDING OFFICE
4X4 94 8 FORCES AT MAX SPRN(L—R)
SPLICE. TOP DOT WEBS NEDS
TX�4 S;PV�L� 5C 501 54'B 14 —523 —525
4X4 154 8 JUN -6547 ::510. 797
—5313 4769 —922
SPLICE —4052 4760 goo
3 S75 VP -4852 $671 -1
.I
—5313 6559 2W3
12X4 194 8 + —8347 —91321
jxB 3616, P* j�'; 914 an
3X9 -1'0- + —922
3X 10 45'0 767
4XIO 45'G' IX4 CONT. LATERRL BRACING(43 KD)
4XII 90'e' + RTTRCH CLB TO ERCH WEB W/2 Od NRILS
4XI? 93 4'R
FjrqR—i ING HEIGHT t—v WEB BRRCL* I ONE CLB TWO CLB
*1* 1 OVER 46'6" 1
NO SPLICL NO SPLICL NO SPLICE SPRNS TO 54 '8 " - OVER91-L
X4 4 OT 0'0' .3X9 40'0 2X4 TC I 2X4 BC
4 '3: #2 KO SO PINE 42"V d2'0':
4X4
.1 9 4 V 4X8 54,
SPLICE SPLICL 5X8 54 8 *2 DSKD S.P. 415'8 7
I)X5 3?,G' SPLICE.
41 KD SO P114E 481*0" 47' 10"
5XG 4216' .1 S1,�X d 4a
6XG Af: 0' iXG Ag'e' *1 DSKD S.P. 94'13
GX7 9 i 0 GXG 9 2 0' `3.5. KD S.P. 91 19" 54 8
7X7 52'0' 1GX? 94 H DS SSKD S.P. 94 8 54 2
94-8 1
.4X5 39:6:
5X5 43 0 W111LOCK 3 V-1 29 a
5XIG 49 a VIBLOCK 4X5 46'6
V 2000 T081594D 18g a4X12 50'0' 9X5 91'G W/9LOCK
— I E(g z5X 12 92'121' WIBLOCK 5X6 U94 B NIBLOCK
SPACING LOARING RUNNING MODIFILD QUE.LNPOS-r
2—0-0 TC LL 3 PSF TC LUMBER ZX4 TOP DESCRIPTION
CL.AFt'Y CORPORAT101y OX.MAX TC DL PSF BC LUMBER 2X4 90T cLqR'f uoRpoRn-riON
'A 3.3,j BC LL 0 PSF ENG.FOR: DWG,0 059
WIN SM WAT 0111IIIIIIIIEST Pilliftilly I sht. oll
WAkl 1`1111111111111E. TFYAS MI 320 CIM OMM BC OL i 0 PSF WEBS 2X4 03 KD 90 PINE EXCEPT RS NOTED
1-214-"0-3940 SO OWIEL,CA. 91776 %INC-FOR TOTAL 4 1 PSF LIFIRRRY 0HUL
DU PRQJECT* ENG,BY, IDATE
21MAT
h Henry Dean,Executive Director
'WATER Mildred G.Horton,Assistant Executive Director
%0-06MN6"MANAGEMENT POST OFFICE BOX 1429 9 PALATKA, FLORIDA 32078-1429
DISTRICT 904/328-8321
El 2133 N.Wickham Rd. 2 7775 Baymeadows Way El 618 E.South St.
Melbourne,FL 32935-8109 Suite201 Orlando,FL 32801
(305)254-1761 Jacksonville,FL 32216 (305)894-5423
(904)359-6521
June 1, 1988
Mr. King
723 16th Avenue South
Jacksonville Beach, Florida 32250
RE: Beaches Shallow well Warehouse; Application No. 42-031-0903N
Dear Mr. King:
The above referenced stormwater discharge permit application has
received District Staff 's approval. The St. Johns River Water
Management District permit for construction should be issued
within a week. Please contact this office at (904) 730-6270 if
you have any questions.
Sincerely,
W&�-�, /��
Wendy P2LEheco, Engineer
Department of Resource Management
cc: Records
Larry Gerry
A,P,p R 0 V E:
CITY OF ATLANTIC BEACH
BUILDING oFrl(.-E
JUN
BY
RALPH E.SIMMONS JIMT.SWANN LYNNECAPEHART JOHN L.MINTON
Chairman-Fernandina Beach Vice Chairman-Cocoa Secretary-Gainesville Treasurer-Vero Beach
IDWALH.OWEN,JR. FRANCES S.PIGNONE KELLEY R.SMITH,JR. SAM L.SWETT SAUNDRAH.GRAY
Jacksonville Orlando Palatka Jacksonville DeBary
MpqP SHOWING SURVEN OF
WKeUM'AUMPED IN PLAT 13" 42 PACM 48 AND 48A OF THE CURRENT
MEALY DRIVE
AL 50' R/W (PAVED)
FNDL 1/2"I.P.
NO CAP FND. 1/fl.P.
R.L.3.No.3295
N.440 IeOO"E. N. 89- 15' 00"E. 7 9.9 1'
CH = 35.36'
R= 25.00
(CH.=35.39� FIELD)
w
w
FNOL 1/2"L P.
R.L S.No 3295
5 r3
00�
5
'd
kn
w
J 0 ui
y OD u-
CID
co
od cli
z
0
3i ui
0 '0
-0 0
in 'u-)
It lot
0 APPROVED 0
0 CITY C.F ATLANTIC BEAC11 0
0 BUILDING OFFICIEz, 0
105.00,
S. 8 9 0 15' 00"W. 10 4.
FNO. i/2'*I.P.—/ FND. 1/2 1.P.
R.L,S.No.3295 .96 F&D
A.L.S.No.5295
LOT 3 FND.CONC.MON.,
Me.3295
Is .73.
NOTE.
1. BEARINGS AS PER PLAT FND.CONC.
2. NO B.R.L. AS PER PLAT No.U9:5c�l
3. THIS IS A BOUNDARY SURVEY
I HER03Y CERTIFY THAT THE PW)PEIrlY SHOWN HFYBON LI&S IN F1,001) ?A�VE "C' AS SHOWN ON THE
F7,OOD HAZARD BOUNDARY MAP MR ATLXaIC BEACH, FLORIDA.
I HEREBY CERTIFY TO JOSEPH & JANE CONSELICE, OCEAN STATE BANK AND TITLE INSURANCE COMPANY
OF MINNESOTA mT I HAVE SURVEYED THE LANDS AS SHCWN IN THE ABOVE CAPTION AND THAT THIS
MAP IS A TRUE AND CORRECT REPRESENTATION OF THAT SURVEY AND 71-Wf THE SURVEY REPRESENTED
HEREON blEETS THE MINIMUM TECHNICAL STANDARDS OF THE FLORIDA STAT`E BOARD OF PROFESSIONAL
LAND SURVEYORS CHAPTER 21-iffi-6 AND THE FLORIDA LANE) TITLE ASSOCIATION.
r
THIS SURVEY NOT VALID UNLESS
SEALED WITH AN EMBOSSED SEAL
OF SURVEYOR SIGNED HEREON DONN W. BOATWRIGHT, L.S.
FLORIDA REG. LAND SURVEYOR No. 3295
RECHECKED: FEB. 3, 1988
BOATWRIGHT LAND SURVEYORS, INC. DATE SIGNED:
BY: 1401 PENMAN ROAD SUITE D J u'A a (c>' t -k%-,?
FILE JACKSONVILLE REACH- FLORIDA 241-955n SHEET i OF i
DEPARTMENT OF BUILDING PERMITNO.- 9-1198
A� CITY OF ATLANTIC BEACH,FLORIDA
PERMIT TO BUILD
THIS PERMIT MUST BE POSTED ON JOB
Date Jim- 24 RR
'4o[Ir', Tt
Valuation$ $ 74-on 24,norm
6/7'4/91
This permit not valid until above fee has been paid to City Treasurer,and is *OOr-AC
subject to revocation for violation of applicable provisions of law. VP4/9!
100
This is to certify that B & G Pluming
CFCO22593
has permission to VA INSTALL PLUMBING
INKWRIAL
Classification— Zone
Owned by CONSELICE
Lot Block S/D_
House No. 330-332 MEALY STREET SOUTH
According to approved plans which ate part of this permit
NOTICE—ALL CONCRETE FORMS
AND FOOTINGS MUST BE IN-
SPECTED BEFORE POURING.
PERMIT VOID SIX MONTHS
AFTER DATE OF ISSUE
4 10 4 10 0 Building material, rubbish and debris
4 from this work must not be placed
in public space, and must be cleared
up and hauled away by either con-
trwor owner.
Buildipi cil.
FOR OFFICE PERMIT DATE CONTRACTOR
USE ONLY NUMBER
PLUMBING
ELECTRICAL
SEWER
WATER
APPLICATION FOR WATER METER
D A T E
CONTRACTOR-- -----------
BILLING ADDRESS: ----------
-----------
3,,? af L -----------
SERVICE ADDRESS:&:yhiac2_�
SUB VI
LOT: BLOCK: UNIT: SUB visio;(..
__&---- ------- --------- :L--- --------
ACCOUNT NUMBER:
METER SIZE:
I HEREBY REQUEST THAT A WATER METER BE SET AT THE- ABOVE SERVICE
ADDRESS. I UNDERSTAND THAT I WILL BE BILLED ; FOR TEMPORARY
CONSTRUCTION WATER UPON SETTING OF THE METER. I FURTHER
UNDERSTAND THAT I AM RESPONSIBLE FOR ANY AND ALL DAMAGES TO THE
METER, BOXES, VALVES, LINES, AND ANY PARTS THEREOF, UNTIL
PERMANENT WATER SERVICE HAS BEEN ESTABLISHED BY THE CUSTOMER.
------------
OHTRACTOR
WCHOF /TLANTiC BEAC
CITY OF
4&ast4c ileac.A-&;&uJ2
Office of Building Official
REQ5 IMST FOR INSPECTIO
Date— Permit No.
Time A.M.
Received
Job Address Locality
Owner's
Name
BUILDING CONCRETE ELECTRICAlt--') PLUMBING MECHANICAL
Framing Footing
U01. Wrffg--� Rough Air Cond. & 7
Re Roofing Slab
Temp Pole Top Out L Heating
Insulation Lintel F Final Sewer Fire Place
Pre Fab
READY FOR INSPECTION
A.M,
Mon. Wed, T�h u�rs. Friday M,
QP.M--�
A.
Inspk-ction IvIlade
;--;:-ecfcr Final n�pe i.
-erlificate Of Occupancy
Date
CITY OF
4&44ft &4d-9&U'd4
Office of Building Official
REQUEST FOR INSPECTION
-kz - q �7
Permit No..
A.M.
--ge-c—eiVed RM. District.No.
-� S 0— dL, &4- z-z-�
Job Address Loc lity
Owner's e12
Name Contractor
BUILDING CONCRETE ELECTRICAL PL NG MECHANICAL
Framing 11 Footing El Rough Wiring 0 Rouo 0 Air.Cond.& El
Re Roofing C Slab 0 Temp Pole 11 Top Out 0 Heating
Lintel z Final 11 Sewer 17 Fire Place 0
READY FOR INSPECTION Pre Fab (9-44,
Mon. Wed. Thurs. Friday A.M-
Inspection Made M
Inspector Final Inspection 0
Certificate of Occupancy
Date
11199 P
SM 0 " ".
DEPARTNIENT OF
CITY OF ATLANTIC BEACH
Pnmii m low ------ LOCATION INFORMATION
POR"T
wii� i '11199 Addressit 3,25 MEALY DRIVE,
erm
i t, Ty ELECTRI, CAL, ATLANTIC , BEACH, FLORIDA 3221,3
'C ,ass ------- -----------
of wq, ALTZRATI00, DESCRIPTION
tonstr- , Ty e WOOD rRAKi 9 Lot: tlock:
Section:
oroplllosed ,'O e C0101MERCIAL/OTHER Townihip: RNO: 0
Dige n
I li 9s: Code'. ftbdivis,ion:
10-timated, V lue': $0.010
Imp rov tostil
Total ees�
Amo
c ab, mixer motor
PERMIT 5.00
7CITIrOF $2
0
�4 es Y, 'DRIVE
WAT ' 'IMPACT Fez
'xi" 'CH
K� T
A-P
P 7 P
�H R;� S.
X11PORMA ON -------
RADON CAB 5% $0.00
60
Name,. 0 A
st "T 1C ANY OF JAX CAPITAL- IMPROVE. $0.00
!LLE, PL 32207-8030 CROSS CONNECTION $0.00
Type: 0 ACT FEZ
4 SEC',9' IMP
C014 -sbRCHARGE
Na*:
NOTICE 4 ALLCONCAVE10AMS ANID FOOTINGS MUST bt INSPECTED BEFORE POURING
P Am VOID
E IT SIX MONTHS AFTER,DATE,OF 1�§
-AND DE�AJS FROM THIS WOR MUSTNOTSEPLACZD IN'PUBLIC SPACE,AND MUST BE
RUI28ISH
K
C44RE6 UPAND"LED AWAY BY EITHER CONTAACTOROR OWNER,
R, W ,C s
PULU E OuPILY."
WITH THE MECHANIC 'L EN LA -AN 'Re ULT IN , ,
BUILVINGIMPRI, 'I
PRO 0"WERPAYING TWICE FORTHE'
OVEMIENT�r
ACCORDII�G T PROveD PLANS wHICH ARE PART Of:THIS PERMITAN'D S'Uaj zCT,T-
D
vlfi,�,�TION r 0,
OF APO_jC 'P"IONS OF LAW.
_4
At
_01
BEAC
00100003RIODO
17
CITY OF ATLANTIC BEACH, FLORIDA
Appro" PPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE: .19 V
IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
UA"A-tj E lecy f, (_ 1�z'
ELECTRICAL FIRM: ' CA;STEF'I'ELEZC 4. A��I�GNATI JOURNEYMAN
C
NAME -77 TC- —ADDRESS: 3 d5 9)e-,4 lu Dl- RFD_BOX_
BLDG.SIZE BETWEEN:-
RES.I. ) APT.( I COMM. PUBLIC( INDUS. NEW( OLD(11-1" REW.
ADDITION( TRAILER ( TEMP.I I SIGNS ( I —SO.FT.
SERVICE: NEW( I INCREASE( I REPAIR ( FEE
CONDUCTOR SIZE AMPS COPPER f ALUM.f
SWITCH OR BREAKER AMPS PH Wl VOLT RACEWAY
EXIST.SERV.SIZE 90,0 Amps 3 PH Ll W d'/OVOLT 14 RACEWAY
FEEDERS NO. SIZE IND. SIZE I NO. SIZE
LIGHTING OUTLETS CONCEALEDI OPEN I ITOTAL
RECEPTACLES CONCEALED OPEN ITOTAL
0.30 A PG.
SWITCHES
INCANDESCENT
FLUORESCENT&M.V.
FIXED 0
APPLIANCES r I BELL TRANSF.
AIR H.P.RATING H.P.RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT
14 147� K-J
OVER
MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS
MISCELLANEOUS L-1, -o! 7_477-17-
A 7-
TRANSFORMERS: UNDER 600 V. OVER 600 V.
NO. fKVA NO. lKVA
NO.NEON TRANSF. No. VA. MA. 7ij SWITCH FLASHER
EACH SIGN MOTOR SIZE__�T
FORWARDED
s
Q v 103
PSR-3SA
Al
7� 7,Vt
6MAOITIOENT 0 mrws
CITY OF ATLANTIC BEACH,
Add 32 Ikkk Y
LOCAT rNfOR", 10A,�
4 ion
6er. ib STREET
rmi t Numt L
Pelrmi t Type: 00 1,L-DIING Clg�, LORIDA 32233
DgSCR P JON
of , W61 k:,
Lot Z
onstr. TV e
Cr
RNG 0
roposed
It 114DU
Subdivitaid ST.PARK
MAY'"R
1 433400,00
t*
Improv.
Totkl:
40 *266'.74
Or
iziTTJON PER LANS�-
A likto"ATION VIZZ'S"
TON
A
tlol
00
E $170.
VA SO 00
y STREET ' IMPACT -FRX
r
T:
0 , 2, mp
$7 95
� 90 . 42
ON
CAP I AL�' -$0.00
f
IDUR
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322,17 ' CROSS CONNECTION,: $0 :
.00
T ACT FRE 0
0 SEC a Imp
-dak"mfwual�k
b
-N
0
T
9FO
NOTIM'�-ALL,C iTo FORM$:AND FOOTI REPOURING
NOS MIUST
p VPID SIX MONTHS AFTE,R OATE
NG�MATEkijk !Bt,c';H,AND�6ki
I RUE RIS PROM THIS WORK MUST,NO.TSe PLAMOIN�PUSLI64ACFAND MUST BE
OP ANbljlq4a AWAY BY:"A CONTRACTOR OR OWNER
��-�RIESULT IN,
OWL "N
WITH
'ILUREt THE MECHA AW CA
ov: W10
PROO�E"O"ZR, NGTWICE FOATHE: NFROV MENTS"
-,I �iOEQACCO9 S PERMIT UBJ8CTlTO U,
E-b.PLANS WHICH ARE PART QP,THI ANID�$
LATION P L
ICA
OFAP I$j OF LAW.
V
r
Cs
SEACH�,.�,if T
Mb6 14
Imui Aram ov- rapts,Ov4m:
K"A"
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address ZT; (�iEEQ 4W I-E)0,6\
Date (fo 3 - ?S—
Heated Square Footage @ $ er sa ft =
Garagq�� @ $ per sq ft = S Ll c-)
Carport/Porch @ $ —per sq ft = $
Deck @ $ per sa ft = $
Patio @ $ per sq ft = S
TOTAL VALUATION :
Total Valuation 1 s t
Remaining Value per thousand
or portion thereof
TOTAL BUILDING FEE $ a)<)0
+ 1/2 Filing Fee $ 9,rN 9 c')
( ) Fireplaces @ $15 . 00 $
BUILDING PERMIT FEE �2
WATER IMPACT FEE $
SEWER IMPACT FEE $
WATER METER/TAP $
CAPITAL IMPROVEMENT
SEWER TAP 5
(167�) RADON (HRS) . 0050 $ 7.V S_
SECTION H PAVING $
HYDRAULIC SHARES 8
CROSS CONNECTION $
(41co SURCHARGE . 0050 8 -7 .
OTHER $
GRAND TOTAL DUE
ADDITIONAL PERMITS OR FEES : Mechanical Plumbincf
Electric/New Electric/Temp— Sw j.mmi nci P oo I
Septic Tank S��
_; W el. !-grj.__,___F'inish Floor Elevation
Survey Other
CALCULATIONS an6/or NOTES :
PLA 1000 16&W9
V Ll
was;
go 614M V an wwww
-rtw ur&*o*w hw*v Infe�w im winsirm *d hipwmnents to tode to 0*101ft real
property, and in saaardmw wM seeden 71&13 of to FIWW SOW04 to Wellllft Infwnwdon
is stated In ohk NOTICI OF CONINISIONWIP4,
Lot 2, Mayport Industrial Park as recorded in Plat
Book 42 Pages 40 and 40A of the current public records
of Duval County, Florida
Structural steel framing with .corrugated
General duwwm 40 hipis� 0 no A R M -W
covering installed adjacent to the existing building and located on
four (4) sides for storage area.
Delkic-
325 Mealy Drive
Atlantic.Beach, FL 32233
Owi W Old 11%Of 40 As Fee Simple
I&wdw of adw V"4111wow
deft
N/A
A4*40
fe Ww 11
"a" lo Pww of wh&*Nod&Y Vow*a%6w now or ow
In addifto to himmt, -
as pfowww In fteo" 16%whopow ow of ow umoes Nodm
Now
BARBOA J. HOFFAY
Notary Public, State of Florida
My Comm.exp.Aug.30,1997
Comm. No. CC 311924
OW a&""6460 w 1166olu
--- -- --- - - - --------------------------------------------------------------------------------------------
CITY HALL ML BCH TEL No .2475805 Dec 19 ,94 12 :57 No .W,3 V .ul
7
CITI OF ATLANTIC BRACH
PKPXIT APPLICATION RRNODZL# ADDITIM OR ALTZRATION9
DRHOLITIONS
Owner(s) : Feriz Delkic
325 Mealy Drive
Address : Atlantic Beach, FL 17233 Phone: (904) 285-0200
Lot # 2 Block or Unit # Subdivision- Mayport Industrial Park
Contractort BoMac Builders, Inc.
State License # CGC043452
5991 Chester Avenue, #101
Address: ---Jarj&sonyi-1jQ- FT. UgJ2 -- Phone N44. (904)_448-8702
Describe work to he done'. Structural steel framingwith corrugat-ed,
Rlastic covering. last-alled adjacent to the existin&_building and located
on four sides.
Present use of building: Manufacturing __ ,
Valuation of Proposed Constructiont.- !h222moo is 000. C>,0
Proposed use: Storage area
Is this an addition? No If yon, what are the dimensions of
the added space: ft . x ft . Will the added area
be heated and cooled? Now electrical (or increase)?
Now plumbing fixtures?_._ Now fireplace?_�New Heat/Ac?
SUBHIT THRES COKPL2TX BETS OF PLANS, INCLUDING SITZ PLANo SURVRYo
ENZROY CODE FORMS, NOTICE OF COHNSHCENNNT, AND OVNZR/CONTRACTOR
AFFIDAVIT, IF OWNER 18 CONTRACTOR.
) 3/0
Signature D to: c
Signature CONTRACTOR: - Dateb e-
O'V e V
.A PPR
License Supplied: " 0� Nll� ICE
011 OF
Liability Insurancet
Worker's Compensation insurance: ..........
:ITY HALL ATL BCH TEL No .2475805 Dec 19 ,94 12 :b( rio .uvj r . uz
OWNCR OUSLOM PERMIT Arrxpmr%��-.#
Vtbtv of r1orAds I
r4ty COS Atlentta peach )
the Uftd&r4A9nod author&tyv p#V&C0najjy, bVp&4rVd
Who upon gilat boiny dWAV
Feriz Delkic
and its* legal
Owner Los the sollowAnij pr6partyl
Mazza! Industrial Park
ZubdivI&Aon �0.0
yLock Lots-.
ANA :L
%tjq9.k.,._.�Ljajges. 40. and 40A. ...the current
Public Records of Duval County, Florida,
I iom applying gar a building poroAt pUWOU6ht Le %too Owner
evilder exemptAon set Korth in Florida 15tatwLes Section 4159* 10**
r1crida low requAr*o tii%ai 111have been provided With ih* followAnU
DsocLosuat surcessur
'State law r"wAren caftetructabn 4* be done by Alawneed
contractors* You have applied tor a p*r=A% under an
�"WmptAon to that low# the *"&option 6110WO you, 06
kh* owner 09 your propertyo, to act so your own
contractor uVon though you do not have a licanow, You
oupt ouperviao the coamotruation yourvel0a You soy
build or toprove a an* a or two itantly rooid*nov or a
fare outbulAdAng, vow Per else build or improve a
camuercial building at a 000t of 025#000,00 or I*aov
the building soust bw tor your wee, and oacwpioncyo It
uoy not ba, built star wale or leave, 29 you no&& or
lebbe Moro thin on& butsolifte you have built yourawle
within on* your &Star the nonstruation Am complete# the
low Vial preoufte that Yee built at Ater ORA* or less&.
vh4oh to a vAegattwo od tbia *Uelimptione Your
conatruation *met be done 09sordAsig to boAlding code&
and safting regalotAonlat st As your moponalbility to
make Our* that PwOPAW employed by you have lAsenews
required by state Saw and by o6waty Or municipal
4140noinip ardinamovot -
I hereby acknoviodgwo that I blive V*od the above, DINCLOSURIC
STATZ"CHT and thet I efouply Vith oli tNo reqw1remento jor the
16000now of an Owner-Dwilder permit.
rurth9re aggliont wayoth not*
.;;;;;rty 6;n';;*7'eriz'Delk'ic_
Sworn to and subvert d
k'wfore me this day
of �Vvqrl_
W Apt
.. MAP SHOWING SURVEY OF
LOT 2, MAYIXYrr XIIAJ!�IIUM, tArm As ln:X-OtWD IN P6AT IJWK 42 WOZ 40JA�4
mu i joy-'a"..ar urvAL LYA)un, momm.
LOT I
S IT I I I'.
q0
to
uj
V A C&LJT
WCIOVE 0 Lcrr)
It 0 0
W
. 0 . p 0
>- in
to
LAJ
4,
IL j
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ut
IL
fe)
In
S.09015 06-We 77.560---
set 1/2
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MEALY "DRIVE
50' R/ W i UNDER CORSI I
I CEIMFY 111AT WE, lllt)PrITly ,,IK'AqN 1p"IM-M IJF-5 114rimn xvi; "c" As SIKA-IN Lm 111F.
mom ivamm muivity.wd? wit ilm cn*y or mi,mric mal, moltlm.
j Nrld-73y �vtrjry 7�) onWi wAit-jmg m4) lHiri'mxImAt. VXIINMAI, CKIWIRX, 71INr I I lAVI:,
ty -010MCT
.I)I?Vr.YFJ) 71K lWk:G AS SWWN IN 111F AIXNE ('AMON AN) 111AT 'Tll(S HAI) IS A 114.1F. A") C.
f0-;PtT-qt-7frAnCtl OF lltAT Wr4-.Y Afl) lltAT 11ir. SURMY RrPIMSWIT-31 lP:"T;n:XJN WX I'S '11M, 1AINI-10i
STMIAM l8lWIl0WTt-a ADDIrM) 13Y 111tr. F101MA. grAlr-. tXWW OF 111101-M-SSI(PAI, LAND WMYOM
LIMUll 11111 AND 111C MORMA LANU '11'11X
MIS %U11VEY NOT VALIO 11HU-5S
SCALE%) WIT11 A" Emll0SGF0 SEAL
oF sunmoit siGNEu IIEPEON DON 13OATwmail T. L.9.
FLORIDA REG. LAND SURVEYOR NO. 3206
SCALE: BOATwmam LAND $UnVEYORS, INC. �lom rr-u:
i3ol PPIMAN ROAD SUITE 0 /Z-x�-
DnAWN DY: iE7:-� - SIIE-ET / -OF
F.". P: JACKSONVILLE UEA64, rLOnlDA 24 1-0660
MAP SHOWING SURVEY OF
IPI' 2. MAYI"rr IMAJ51111M. MM AS IWOMM IL14 PIAT LKX)K 42 PM-;S 40 JVA) 40A Or 111M CmUaWr
imaim..or LAIVAL CCUN17, FbOlUVA.
LOT I
stv
SAY fit'.0 ft.89'15'00"E. 102.55'
to
W 4
VAC&UT
WCK:;,Dr 0 Lar) 2 Ij
to
1W
. 0 . p 0
>- in .in
_j
In
Art tit' 4,
vp fr.
In
S.1�9�15 6rwm 7.7.55 r
MEALY "DRIVE
50, As' W (UNDER CORSI
I 11MOW CRITMFY 111AT 11M llltJ['rlrlY SIVAIll IFA"V LIF-5 IN nrm zun, "c" m siuv uN llw-.
rtaw mum maiuvm.w wit mi ciTy or mi.mric urAcil, nautm.
-1 M114-my %valry m oaWi mn-im(K AnD ivir-,timumt, 7mimrnm c-1--.1wflus iii/a I I LAVI-1.
;r Atli
71r�. I.0kG AS SIrM IN 111F. AIXNE ('AM7ON AN) 1111AT Ill(S I-IAIP I A 11 US
Rl;PIW-S=- A'IlOtI OF 111AT "Nl--,Y Nit) 711AT 11111. MIFIV". MPIMSWIT-3) 101111:XV I'MIS -11W', I"ll'"i
S*rAtmltD Imunamrms Amnv) ny ilm U-01t.10A STATE WAIII) OF' 1`14O1-T--ZIC44AI, LAW WMYOM
aWq'Ml 21111 AND 111C tWRlDA LAN) '111IX &3SOCINIUM.
T1115 SURVEY NOT VALIO IINLr-,t;S
!SFALEI) WITtl AN 1EMOSSED SEAL
OF sunveyon mitco m.neoN DONNNY. DOATwnlotlT, L.S.
FLORIDA REG. LANE) sunviyon No. ucs
SCALE:
BOATWIlIGHT LAND SUllVEYOnS, INC.
DRAWN BY:= - 1301 PENMAN ROAD SUITE 0 stir--ET OF
r.n. JACKSONVILLE DEAC14. FLORIDA 241-0660
145
MAP SHOWING SURVEY OF
I�M' 2, Mn"rr 11MMUM, tAIM AS InMtWJ- ) IN PIAT IWK 42 Phc&- 4imp
I4X"tL)G,0r LUVAL, C(VNIT, FLOMA.
LOT I
sly t/1'.1 N.0 9 15'0 0 E. 102.55'
Ld
W
VAC&LIT
3i
tu,
U)i ox
Iw
01
In
in
In
xt I It V
4,
CL
CL
In
set 1/2-
40
I-
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to
MEALY "DRIVE
50' A/ W (UNOER CONS T I
I ifrmrf r_r:.17n-ry IIIAT 111c 111UPFITlY tIMCM IrA*X)N LIF-1; INnrm7.ctqi; "c* m" siurm w ll'E
njOW IwAm mAmn mp mn wE cny or mi.mric umai. naum.
I imm-my writy w omm sms-jmK Am inirrmiumte iw. imm, C11WHOS, IIIAT I I
tI)ITVr-,YFJ) 11ri IWkG AS S11" IN 'Alfr, NXPE CAPITCN W) Tillre 7111S MAII TS A 114.1r. AN) MUM=
ftCPW-';VMA'l'ICV OF IIIAT MMY Atli) '111AT 11111. SIIFMW. IlrXIMSM411-3) 111:1-MrM I'MI'S 11ir- fAl"llui
S*r)V4.WW 14-W1101MMS Ar"rl'V) nY '11(r. F1.01MIA STAM, LXVM Or PIl0I-T!-ZI(A4AI, I.-AND WM-MM
CliAl'I'M 21111 ANI) 111C tWtUDA LANU -1-111S A.3SOCINVION.
7111S SUFIVEY flOT VALID lJNLC-t;S
StALE0 WIT11 A" EM11OSSEED SEAL
OF SunvF-yoii siGNcu IlEncou DONN D0ATwnIGIIT. L.S.
FLonIDA REG. LAND SURVEYOR No. 3206
SCALE: BOATwniom LAND SU"VEYOnS. INC.
661 Pr-NMAN ROAD SUITE U i3th-C.- -
DnAWN BY: c- E- 814EET—L-OF
F.0. qP: JACKSONVILLE BEACH, FLonloA 2-11-0660
STANDARD SPECIFICATIONS for METAL STORAGE SHEDS 'A' & 'B'
INTERNATIONAL TECHNICAL CHEMICALS, INC.
325 MEALY DRIVE
ATLANTIC BEACH, FLORIDA 32233
SECTION 1 : GENERAL
1 . 1 SCOPE
1 . 1 . 1 These specifications cover the materials and
fabrication of Storage Sheds 'A' & IBI in accordance with
the associated drawings .
1 . 1 . 2 The storage sheds shall be erected adjacent to but
not connected to an existing pre-engineered metal building.
SECTION 2 : DESIGN
2 . 1 GENERAL
2 . 1 . 1 The design loads are in accordance with the SBC
Building Code.
2 .2 DESIGN LOADS
2 . 2 . 1 Roof Live Load shall be 20 PSF .
2 . 2 . 2 Wind Load shall be 10OMPH.
2 . 2 . 3 Auxiliary loads such as crane loads and/or
mezzanine loads are not applicable.
2 . 2 . 4 Base plates are designed for concrete having a
minimum strength of 3000 PSI at 28 days .
SECTION 3 : MATERIALS
3 . 1 PRIMARY FRAMING
3 . 1 . 1 The rigid main frame shall be of welded
construction. Steel members shall be light weight I-
sections, 4 inch ( 14x13 ) or angle, 3 inch.
3 . 1 . 2 Cold-formed structural members shall conform to
the requirements of ASTM A-570 and a minimum yield strength
of 50, 000 PSI
3 . 2 SECONDARY FRAMING
3 .2 . 1 Purlins and girts shall be cold-formed ' Z ' shape
or 'C' shaped, 6 1/2 inches deep.
3 . 2 . 2 Light gauge cold-formed steel sections shall be
manufactured by break or roll forming.
3 . 2 . 3 The eave strut shall be a cold-formed 'C' section
rolled for the roof pitch of 2 : 12 .
3 . 3 BRACING
3 . 3 . 1 Diagonal (X) bracing shall be located at the end
bays of each wall . The bracing shall be welded using 3 inch
angle.
3 . 3 . 2 Purlin spacing shall maintained with the use of
galvanized purlin bridging angle located approximately 10
feet apart .
3 . 3 . 4 A continuous galvanized base angle shall be
provided for the attachment of the wall paneling to the
concrete. The angle shall be attached to the concrete with
1/2" diameter Iramset' anchors or an approved equivalent.
3 . 4 ROOF & WALL COVERING
3 . 4 . 1 The roof & wall covering shall be an architectural
commercial metal rib panel . The rib configuration to be
selected by the owner. End laps shall be a minimum of 6
inches . A mastic sealant shall be placed at all side laps
and end laps on the roof .
3 . 4 . 2 The metal panels shall be 26 gauge hot dipped
galvanized steel with a G-90 classification on both sides .
The G-90 galvanized panel shall be pre-treated, primed and
painted with a color as selected by the owner.
3 .5 FASTENERS
3 . 5 . 1 Structural bolts shall be ASTM-A-325 for primary
framing and ASTM-A-307 for secondary framing.
3 . 5 . 2 Panel fasteners shall be self-drilling and self-
tapping sheet metal screws . The fasteners shall be #12 ,
type 'A' or 'ABI , ANSI Standard B18 . 6 . 4, hex head,
galvanized carbon steel, pre-assembled with a neoprene
washer. The head shall be color coated to match the color
of the metal panels .
3 . 6 SEALANTS
3 . 6 . 1 Sealants for sidelaps, endlaps and flashing shall
be a nominal 3/8" x 1/8" thick, gray butyl polymers pressure
sensitive tape. The sealant shall be able to adhere to
metals, plastics and painted surfaces .
SECTION 4 : PAINTING
4 . 1 . 1 All structural framing members shall be cleaned
to remove all dirt, grease, oil and loose mill scale prior
to applying one coat of red shop primer.
4 . 1 . 2 The primer coat thickness shall be a minimum of
one mil .
4 . 1 . 3 The G-90 galvanized roof and wall panels shall be
pre-treated prior to the application of a color coating.
4 . 1 . 4 The finish coat for the painted steel panels shall
be a baked on silicone polyester with a fade resistant
pigment.
4 . 1 . 5 The color of the roof and wall panels shall be
selected by the owner.
SECTION 5 : SLIDING DOORS
5 . 1 . 1 Sliding doors shall be standard 1 3/4 inches full
flush 20 gauge ( 80100 ) with required hardware to open, slide
and close with rigid placement.
5 . 1 . 2 Door framing shall include 9 inch 'C' sections for
jambs and headers . Flashing shall be included to close off
the panel edges .
BoMac Builders, Inc .
5991 Chester Avenue, #101
#5001 Jacksonville, Florida 32217-2265
EXHIBIT 'A'
Full header cover trim
Standard FCommercial (fully trimmed openings only)
-Optional
EAVE TIRIM
Full jamb cover trim
(fully trimmed openings only)
Standard rCommercial
Optional
GABLE TRIM
Corner Trim
"Zee*Shape Purfin or Girt Base angle
"CW Shape
*J"Trim
Sheeting angle Framing closure
Base trim -Optional (Partial trimmed openings)
EXHIBIT 'B'
HI RIB ARCHITECTURAL
Inside closure strip Inside closure strip
H1 RIB ARCHITECTURAL
Outside closure strip Outside closure strip
#12 x�w*Seff-tapping screw(S.T.S.) #12 x Iwo Self-drilling screw(S.D.S.) (optional)
1/8*Pop rivets
0
#12 x I I Self-drilling screw(S.D.S.) #17 x 3/4"Self-tapping filler screw(S.T.S.)
EXHIBIT 'C'
0761"Eu..
�-Ve
,1T
Une
Elm*
Rl.
�A
Qutil&
t-orner
salft -Q.
pp W,
ftiOw
2
J-Channel
q
b Aiij
wi
&-40
-pelt�i;
C C E S S & T R
W.7 -.AW A.
1�4f1put
P,W,. i rl,.41. t.`t;"�,-.�f�,�,,,!.
a A�j Ti,s Toojiffbt-si4ft-
,t,
M WSW
JR.
W 6 6L —ie,Q ,*rrjffi,� as Jtj
Q
jes
pp
4v
Ve
nted Rid"
Aidge and Hip-s;.-..
5F5
z
EE3
T ww
t
t
4,
..k2A-1
Otter
'40
EXHIBIT 'D'
EaveiSt rut Purl!MS
*12 x 1 Selt-Djilling Screw Ridge Cap
*12 x 3/40 Self-Tapping Screw
Typical Screw Pattern
inside Closure
0 OiuAtside tosure
Overhana root sheets past eave line-of building as
shown.,
Center line of high rib
in line with edge of
sheeting angle
---Maintain this coverage---- IP
Prevailing Sheet width k
Wind Direction
A*"
With'.dlrectbon::�6(:',:preya111nq
::b I...n.
...r,at.thli:Jend.
Use roll caulking at rOOf Seams
as shown—remove paper backIng.
STANLEY ENGINEERING, INC. CALCULATIONS Page of
7960 ARLINGTON EXPRESSWAY
SUITE 210 P Proje LCT
JACKSONVILLE, FL 32211 a Date- '-Ialq r
Approved o Date
Subje
so o -rkru r* 9 1995 4 wj
A-T 6 Go rL I rVW'qfL-rA^Lf'd' L -r .4uiMing and Zoning
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STANLEY ENGINEERING CALCULATIONS
7060 ARLINGTON ENPRESSWAY Page__:?,.Of�_�
SUITE 210-P PROJECT
JACKSONVILLE,FL 32211 BY 15
DATE 4.
APPROVED DATE
SUBJECT 733c>X-)A<--
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STANLEY ENGINEERING CALCULATIONS
7060 ARLINGTON EXPRESSWAY Pap_—3 Of
SUITE 210-P PROJECT— I�,i-m- &r-,4.r-A i r-r
JACKSONVILLE,Fl,32211 .DATE—!�/�/& V�
APPROVED DATE
SUBJECT
P�t-s r
,�-Q�-L N-5
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5-j (-2-4t'). Z,—7 (,
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STANLEY ENGINEERING CALCULATIONS
7060 ARLINGTON EXPRESSWAY Page__�4 Of
SUITE 2 1 O-P PROJECT. N-rl-- (:Ic-rz*mw-.f
JACKSONVILLE,FL 32211 BY —DATE (,j/4jq5-
APPROVED DATi-
SUBJECT
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MSC/CASE Version 2 . 0
module B-3 vl . 4: Multi-Span Beams Under Transverse Loading
Developed by DVSE Inc . in cooperation with MSC
Copyright (C) 1985 (All Rights Reserved)
. . . . . . . . . . . . . . . . INPUT VARIABLES . . . . . . . . . . . . . . . .
SPAN MOD OF ELAS,E MOM OF INER, I LENGTH,L LOAD,w LOAD,P LENGTH,x
1 3 .00OOOE+07 1 . 24000E+00 9 . 800E+01 9 . 330E+00
2 3 . 00OOOE+07 1 . 24000E+00 9 .800E+01 9 . 330E+00
. . . . . . . . . . . . . . . . RESULTS . . . . . . . . . . . . . . . . . . . . . . . . Ole_
7
MAXIMUM DEFLECTION = -1 . 24921E-01 SPAN 2
MAXIMUM BENDING MOMENT = 1 . 12007E+04 SPAN 2
MAXIMUM SHEAR FORCE = -5 . 71462E+02 SPAN 1
SPAN NO. I
DISTANCE FROM
LEFT SUPPORT DEFLECTION MOMENT SHEAR FORCE
------------- ------------- ------------- -------------
O .00OOOOE+00 O . 00OOOOE+00 O. 00OOOOE+00 3 . 428775E+02
4 . 900000E+00 -2 . 392278E-02 -1 . 568093E+03 2. 971605E+02
9 . 800000E+00 -4 . 684551E-02 -2 . 912173E+03 2 . 514435E+02
1 . 470000E+01 -6 . 790069E-02 -4. 032239E+03 2 .057265E+02
1 . 960000E+01 -8 . 636539E-02 -4 . 928293E+03 1 . 600095E+02
2. 450000E+01 -1 . 16613E-01 -5 . 600333E+03 1 . 142924E+02
2 . 940000E+01 -1 . 33545E-01 -6. 048358E+03 6 . 857551VOI
3 . 430000E+01 -1 11561E-01 -6. 272372E+03 2 . 2858T+01
3 . 920000E+01 -1 49213E-01 -6 . 272373E+03 -2. 2858 , +01
4 .410000E+01 -1 146502E-01 -6 .048358E+03 -6. 8575 5, E+01
4 . 900000E+01 -1 . 20487SE-01 -5 . 600333E+03 -1 . 142925E+02
5 . 390000E+01 -1 . 127221E-01 -4 . 928292E+03 -1 . 600095E+02
5 . 880000E+01 -1 . 017878E-01 -4 . 032236E+03 -2 . 057265E+02
6 . 370000E+01 -8 . 826307E-02 -2. 912174E+03 -2. 514435E+02
6. 860000E+01 -7 . 287079E-02 -1 . 568094E+03 -2. 971605E+02
7 . 350000E+01 -5 . 647852E-02 3 . 906250E-03 -3 . 428775E+02
7 . 840000E+01 -4 . 009831E-02 1 . 792105E+03 -3 . 885945E+02
8 . 330000E+01 -2 . 488673E-02 3 . 808229E+03 -4 . 343115E+02
8 . 81.0001E+01 -1 . 214521E-02 6.048361E+03 -4 . 800285E+02
9. 310000E+01 -3 . 319550E-03 8 . 512508E+03 -5 . 257455E+02
9. 800000E+01 -1 . 192093E-07 1 . 120066E+04 -5 . 714625E+02
SPAN NO. 2
DISTANCE FROM
LEFT SUPPORT DEFLECTION MOMENT SHEAR FORCE
------------- ------------- ------------- -------------
O. 00OOOOE+00 O . 00OOOOE+00 1 . 120067E+04 5 . 714625E+02
4. 900000E+00 -3 . 319427E-03 8. 512506E+03 5 . 257455E+02
9 . 800000E+00 -1 . 214513E-02 6. 048359E+03 4 . 800285E+02
1 . 470000E+01 -2 . 488667E-02 3 . 808226E+03 4. 343115E+02
1 . 960000E+01 -4 . 009822E-02 1 . 792106E+03 3 . 885945E+02
2.450000E+01 -5 . 647847E-02 O. 00OOOOE+00 3 . 428775E+02
2 . 940000E+01 -7 . 287076E-02 -1 . 568093E+03 2 . 971605E+02
3 . 430000E+01 -8 . 826305E-02 -2. 912172E+03 2. 514435E+02
3 . 920000E+01 -1 . 017878E-01 -4 . 032240E+03 2 . 057265E+02
4 . 410000E+01 -1 . 127220E-01 -4 . 928293E+03 1 . 600095E+02
4. 900000E+01 -1 . 204875E-01 -5 . 600333E+03 1 . 142925E+02
5. 390000E+01 -1 . 246503E-01 -6. 048358E+03 6. 857544E+01
5. 880000E+01 -1 . 249214E-01 -6. 272371E+03 2 . 285846E+01
6. 370000E+01 -1 . 211561E-01 -6. 272373E+03 -2. 285852E+01
6. 860000E+01 -1 . 133546E-01 -6. 048359E+03 -6 . 857550E+01
7 . 350000E+01 -1 . 016613E-01 -5 . 600332E+03 -1 . 142925E+02
7 .840000E+01 -8 . 636547E-02 -4. 928293E+03 -1 . 600095E+02
8. 330000E+01 -6 . 790075E-02 -4. 032240E+03 -2. 057266E+02
8.820001E+01 -4 . 684559E-02 -2 . 912172E+03 -2 . 514435E+02
9. 310000E+01 -2 . 392291E-02 -1 . 568094E+03 -2 . 971605E+02
9. 800000E+01 -1 - 192093E-07 O . 00OOOOE+00 -3 . 428775E+02
MSC/CASE Version 2. 0
Module B-3 vl . 4 : Multi-Span Beams Under Transverse Loading
Developed by DVSE Inc. in cooperation with MSC
Copyright (C) 1985 (All Rights Reserved)
. . . . . . . . . . . . . . . . INPUT VARIABLES . . . . . . . . . . . . . . . .
SPAN MOD OF ELAS ,E MOM OF INER, I LENGTH,L LOAD,w LOAD,P LENGTH,x
I 3 . 00OOOE+07 1 . 25000E+00 9 . 800E+01 1 . 133E+01
2 3 . 00OOOE+07 1 . 25000E+00 9. 800E+01 1 . 133E+01
. . . . . . . . . . . . . . . . RESULTS . . . . . . . . . . . . . . . . . . . . . . . .
MAXIMUM DEFLECTION = -1 . 50486E-01 SPAN 1
MAXIMUM BENDING MOMENT = 1 . 36017E+04 SPAN I L -3 4-3 x
MAXIMUM SHEAR FORCE 6 . 93963E+02 SPAN 2
SPAN NO. I S H APE
DISTANCE FROM
LEFT SUPPORT DEFLECTION MOMENT SHEAR FORCE
------------- ------------- ------------- -------------
O . 00OOOOE+00 O . 00OOOOE+00 O.00OOOOE+00 4 . 163775E+02
4 . 900000E+00 -2 . 881852E-02 -1 . 904233E+03 3 . 608605E+02
9. 800000E+00 -5 . 643234E-02 -3 . 536433E+03 3 . 053435E+02
1 . 470000E+01 -8 . 179642E-02 -4. 896599E+03 2. 498265E+02
1 . 960000E+01 -1 . 040399E-01 -5 . 984732E+03 1 . 943095E+02
2. 450000E+01 -1 . 224660E-01 -6. 800833E+03 1 . 387925E+02
2 . 940000E+01 -1 . 365523E-01 -7 . 344898E+03 8 . 327548E+01
3 . 430000E+01 -1 .459505E-01 -7 . 616933E+03 2 . 775851E+01
3 . 920000E+01 -1 . 504862E-01 -7 . 616932E+03 -2 . 775851E+01
4 . 410000E+01 -1 . 501597E-01 -7 . 344898E+03 -8 . 327551E+01
4 . 900000E+01 -1 . 4514SOE-01 -6 . 800833E+03 -1 . 387925E+02
5 . 390000E+01 -1 . 357904E-01 -5 . 984731E+03 -1 . 943095E+02
5 . 880000E+01 -1 . 226184E-01 -4 . 896596E+03 -2. 498265E+02
6. 370000E+01 -1 . 063260E-01 -3 . 536432E+03 -3 . 053435E+02
6 . 860000E+01 -8 . 778368E-02 -1 . 904234E+03 -3 . 608605E+02
7 . 350000E+01 -6 . 803678E-02 1 . 953125E-03 -4 . 163775E+02
7 . 840000E+01 -4 .830422E-02 2. 176270E+03 -4 . 718945E+02
8 . 330000E+01 -2 . 997972E-02 4 . 624566E+03 -5 . 274115E+02
8 . 820001E+01 -1 . 463067E-02 7 . 344902E+03 -5 . 829285E+02
9. 310000E+01 -3 . 998831E-03 1 . 033727E+04 -6 . 384455E+02
9 . 800000E+01 -2. 384186E-07 1 . 360166E+04 -6. 939625E+02
SPAN NO. 2
DISTANCE FROM
LEFT SUPPORT DEFLECTION MOMENT SHEAR FORCE
------------- ------------- ------------- -------------
O. 00OOOOE+00 O. 00OOOOE+00 1 . 360166E+04 6. 939625E+02
4 . 900000E+00 -3 . 998745E-03 1 . 033726E+04 6. 384455E+02
9 . 800000E+00 -1 . 463063E-02 7 . 344898E+03 5 . 829285E+02
1 . 470000E+01 -2 . 997969E-02 4. 624565E+03 5 . 274115E+02
1 . 960000E+01 -4 . 830425E-02 2 . 176266E+03 4 . 718945E+02
2. 450000E+01 -6. 803668E-02 -9 . 765625E-04 4 . 163775E+02
2. 940000E+01 -8 . 778366E-02 -1 . 904233E+03 3 . 608605E+02
3 . 430000E+01 -1 . 063259E-01 -3 . 536433E+03 3 . 053435E+02
3 . 920000E+01 -1 . 226184E-01 -4. 896600E+03 2 . 498265E+02
4.410000E+01 -1 . 357904E-01 -5 . 984734E+03 1 . 943095E+02
4. 900000E+01 -1 . 451450E-01 -6 .800833E+03 1 . 387925E+02
5. 390000E+01 -1 . 501597E-01 -7 . 344898E+03 8 . 327551E+01
5.880000E+01 -1 . 504862E-01 -7 . 616932E+03 2 . 775848E+01
6. 370000E+01 -1 . 459505E-01 -7 . 616932E+03 -2. 775848E+01
6. 860000E+01 -1 . 365524E-01 -7 . 344898E+03 -8 . 327545E+01
7 . 350000E+01 -1 . 224661E-01 -6.800832E+03 -1 . 387925E+02
7 .840000E+01 -1 . 040398E-01 -5 . 984731E+03 -1 . 943095E+02
8. 330000E+01 -8 . 179644E-02 -4.896598E+03 -2 . 498265E+02
8.820001E+01 -5 . 643238E-02 -3. 536434E+03 -3 . 053435E+02
9. 310000E+01 -2 . 881861E-02 -1 . 904234E+03 -3 . 608605E+02
9. 800000E+01 -2 . 384186E-07 O-OOOOOOE+00 -4 . 163774E+02
MSC/CASE Version 2 . 0
Module B-3 vl . 4 : Multi-Span Beams Under Transverse Loading
Developed by DVSE Inc. in cooperation with MSC
Copyright (C) 1985 (All Rights Reserved)
. . . . . . . . . . . . . . . . INPUT VARIABLES . . . . . . . . . . . . . . . .
SPAN MOD OF ELAS ,E MOM OF INER, I LENGTH,L LOAD,w LOAD,P LENGTH,x
I 3 . 00OOOE+07 1 . 13000E+01 9. 800E+01 1 . 416E+01
2 3 .00OOOE+07 1 . 13000E+01 9 . 800E+01 1 .416E+01
. . . . . . . . . . . . . . . . RESULTS . . . . . . . . . . . . . . . . . . . . . . . .
MAXIMUM DEFLECTION = -2.08047E-02 SPAN 2
MAXIMUM BENDING MOMENT = 1 . 69991E+04 SPAN 2
MAXIMUM SHEAR FORCE = 8 . 67300E+02 SPAN 2
SPAN NO. 1
DISTANCE FROM
LEFT SUPPORT DEFLECTION MOMENT SHEAR FORCE
------------- ------------- ------------- -------------
O . 00OOOOE+00 O . 00OOOOE+00 O. 00OOOOE+00 5 . 203800E+02
4. 900000E+00 -3 . 984158E-03 -2. 379871E+03 4. 509960E+02
9. 800000E+00 -7 . 801765E-03 -4 . 419760E+03 3 . 816120E+02
1 .470000E+01 -1 . 130835E-02 -6. 119669E+03 3 . 122280E+02
1 . 960000E+01 -1 . 438350E-02 -7 . 479594E+03 2. 428440E+02
2. 450000E+01 -1 . 693092E-02 -8 . 499541E+03 1 . 734600E+02
2. 940000E+01 -1 . 887835E-02 -9 . 179502E+03 1 .040760E+02
3 . 430000E+01 -2 . 017764E-02 -9 . 519484E+03 3 . 469202E+01
3 . 920000E+01 -2 . 080471E-02 -9 . 519482E+03 -3 . 469202E+01
4. 410000E+01 -2 . 075956E-02 -9 . 179501E+03 -1 . 040761E+02
4 . 900000E+01 -2 . 006627E-02 -8 . 499541E+03 -1 . 734600E+02
5 . 390000E+01 -1 . 877300E-02 -7 . 479596E+03 -2. 428440E+02
5 . 880000E+01 -1 . 695199E-02 -6 . 119666E+03 -3 . 122280E+02
6. 370000E+01 -1 . 469954E-02 -4 . 419758E+03 -3 . 816120E+02
6.860000E+01 -1 . 213608E-02 -2 . 379871E+03 -4 . 509960E+02
7 . 350000E+01 -9 . 406064E-03 O .00OOOOE+00 -5 . 203800E+02
7 . 840000E+01 -6 . 678056E-03 2 . 719859E+03 -5 .897640E+02
8 . 330000E+01 -4 . 144684E-03 5 . 779695E+03 -6. 591481E+02
8 . 820001E+01 -2 . 022685E-03 9 . 179512E+03 -7 . 285321E+02
9. 310000E+01 -5 . 528252E-04 1 . 291930E+04 -7 . 979160E+02
9. 800000E+01 O . 00OOOOE+00 1 . 699908E+04 -8 . 672999E+02
SPAN NO. 2
DISTANCE FROM
LEFT SUPPORT DEFLECTION MOMENT SHEAR FORCE
------------- ------------- ------------- -------------
O. 00OOOOE+00 O . 00OOOOE+00 1 . 699908E+04 8 . 673000E+02
4. 900000E+00 -5 . 528256E-04 1 . 291930E+04 7 . 979160E+02
9 . 800000E+00 -2 . 022681E-03 9 . 179503E+03 7 . 285320E+02
1 .470000E+01 -4 . 144687E-03 5 . 779687E+03 6. 591480E+02
1 . 960000E+01 -6 . 678054E-03 2 . 719853E+03 5 .897640E+02
2 . 450000E+01 -9 . 406067E-03 O. 00OOOOE+00 5 . 203800E+02
2. 940000E+01 -1 . 213608E-02 -2 . 379872E+03 4 . 509960E+02
3 . 430000E+01 -1 . 469955E-02 -4 . 419760E+03 3 . 816120E+02
3 . 920000E+01 -1 . 695198E-02 -6. 119668E+03 3 . 122280E+02
4 .410000E+01 -1 . 877300E-02 -7 . 479595E+03 2. 428439E+02
4. 900000E+01 -2 . 006627E-02 -8 . 499541E+03 1 . 734600E+02 6p
5. 390000E+01 -2. 075956E-02 -9 . 179504E+03 1 . 040760E+02
5 .880000E+01 -2. 080471E-02 -9 . 519486E+03 3 .469196E+01
6. 370000E+01 -2 . 017764E-02 -9. 519484E+03 -3 . 469202E+01
6. 860000E+01 -1 .887834E-02 -9 . 179504E+03 -1 .040760E+02
7 . 350000E+01 -1 . 693092E-02 -8 . 499539E+03 -1 . 734600E+02
7 . 840000E+01 -1 . 438350E-02 -7 . 479594E+03 -2. 428441E+02
8 . 330000E+01 -1 . 130834E-02 -6. 119660E+03 -3 . 122281E+02
8 . 820001E+01 -7 . 801770E-03 -4 . 419754E+03 -3 . 816121E+02
9. 310000E+01 -3 . 984158E-03 -2. 379867E+03 -4 . 509960E+02
9 . 800000E+01 O . 00OOOOE+00 O . 00OOOOE+00 -5 - 203799E+02
MSC/CASE Version 2 . 0
Module B-1 v2. 8 : Single Span Beams Under Transverse and Axial Loads
Developed by DVSE Inc . in cooperation with MSC
Copyright (C) 1985 (All Rights Reserved)
LOADING CONDITION : TYPE 2 - DISTRIBUTED LOAD
BOUNDARY CONDITIONS: TYPE I - PINNED / PINNED
INPUT VARIABLES :
L 6. 700000E+01
x O . 00OOOOE+00
E 3 . 00OOOOE+07
I 4 . 710000E+00
Wx 6 . 400000E+00
WL 6. 400000E+00
P O . 00OOOOE+00
Location SHEAR MOMENT DEFLECTION
-------------- --------------- --------------- ---------------
O . 00OOOOE+00 2. 144000E+02 O . 00OOOOE+00 O . 00OOOOE+00
1 . 340000E+00 2. 058240E+02 2. 815501E+02 -7 . 599967E-04
2 . 680000E+00 1 . 972480E+02 5 . 516083E+02 -1 . 516428E-03
4 . 020000E+00 1 . 886720E+02 8 . 101747E+02 -2. 265861E-03
5 . 360000E+00 1 . 800960E+02 1 . 057249E+03 -3 . 005011E-03
6 . 700000E+00 1 . 715200E+02 1 . 292832E+03 -3 . 730738E-03
8 . 040000E+00 1 . 629440E+02 1 . 516923E+03 -4 . 440049E-03
9 . 380000E+00 1 . 543680E+02 1 . 729522E+03 -5 . 130095E-03
1 . 072000E+01 1 . 457920E+02 1 . 930629E+03 -5 . 798175E-03
1 . 206000E+01 1 . 372160E+02 2. 120244E+03 -6. 441732E-03
1 . 340000E+01 1 . 286400E+02 2. 298368E+03 -7 . 058359E-03
1 . 474000E+01 1 . 200640E+02 2. 465000E+03 -7 . 645791E-03
1 . 608000E+01 1 . 114880E+02 2. 620139E+03 -8 . 201911E-03
1 . 742000E+01 1 . 029120E+02 2. 763788E+03 -8 . 724746E-03
1 . 876000E+01 9 . 433600E+01 2. 895944E+03 -9 . 212473E-03
2 . 010000E+01 8 . 576000E+01 3 .016608E+03 -9 . 6634IIE-03
2 . 144000E+01 7 . 718400E+01 3 . 125781E+03 -1 . 007603E-02
2 . 278000E+01 6 . 860800E+01 3 . 223461E+03 -1 . 044893E-02
2 . 412000E+01 6 . 003200E+01 3 . 309650E+03 -1 . 078089E-02
2. 546000E+01 5 . 145600E+01 3 . 384347E+03 -1 . 107080E-02
2 . 680000E+01 4 . 288000E+01 3 . 447552E+03 -1 . 131771E-02
2 . 814000E+01 3 . 430400E+01 3 . 499265E+03 -1 . 152083E-02
2. 948000E+01 2 . 572800E+01 3 . 539487E+03 -1 . 167949E-02
3 . 082000E+01 1 . 715200E+01 3 . 568216E+03 -1 . 179319E-02
3 . 216000E+01 8 . 576000E+00 3 . 585454E+03 -1 . 186155E-02
3 . 350000E+01 -3 . 552714E-15 3 . 591200E+03 -1 . 188436E-02
3 . 484000E+01 -8 . 576000E+00 3 . 585454E+03 -1 . 186155E-02
3 . 618000E+01 -1 . 715200E+01 3 . 568216E+03 -1 . 179319E-02
3 . 752000E+01 -2 . 572800E+01 3 . 539487E+03 -1 . 167949E-02
3 . 886000E+01 -3 . 430400E+01 3 . 499265E+03 -1 . 152083E-02
4 . 020000E+01 -4 . 288000E+01 3 . 447552E+03 -1 . 131771E-02
4 . 154000E+01 -5 . 145600E+01 3 . 384347E+03 -1 . 107080E-02
4 . 288000E+01 -6 . 003200E+01 3 . 309650E+03 -1 .078089E-02
4 . 422000E+01 -6 . 860800E+01 3 . 223461E+03 -1 . 044893E-02
4. 556000E+01 . -7 . 718400E+01 3 . 125781E+03 -1 . 007603E-02
4 . 690000E+01 -8 . 576000E+01 3 . 016608E+03 -9. 663411E-03
4 . 824000E+01 -9 . 433600E+01 2. 895944E+03 -9 . 212473E-03
4 . 958000E+01 -1 . 029120E+02 2. 763788E+03 -8 . 724746E-03
5 .092000E+01 -1 . 114880E+02 2.620139E+03 -8 . 201911E-03
5 . 226000E+01 -1 . 200640E+02 2. 465000E+03 -7 . 645791E-03
5 . 360000E+01 -1 . 286400E+02 2. 298368E+03 -7 . 058359E-03
5 . 494000E+01 -1 . 372160E+02 2. 120244E+03 -6. 441732E-03
5 . 628000E+01 -1 .457920E+02 1 . 930629E+03 -5 . 798175E-03
5 . 762000E+01 -1 . 543680E+02 1 . 729522E+03 -5 . 130095E-03
5 . 896000E+01 -1 . 629440E+02 1 . 516923E+03 -4 . 440049E-03
6 .030000E+01 -1 . 715200E+02 1 . 292832E+03 -3 . 730738E-03
6. 164000E+01 -1 . 800960E+02 1 .057249E+03 -3 .0050IIE-03
6. 298000E+01 -1 . 886720E+02 8 . 101747E+02 -2. 265861E-03
6. 432000E+01 -1 . 972480E+02 5 . 516083E+02 -1 . 516428E-03
6. 566000E+01 -2 . 058240E+02 2.815501E+02 -7 . 599967E-04
6 . 700000E+01 -2 . 144000E+02 O . 00OOOOE+00 O . 00OOOOE+00
REACTIONS :
Ra = 2 . 144000E+02
Rb = 2 . 144000E+02
MOMENTS :
Ma = O .00OOOOE+00
Mb = O -OOOOOOE+00
MAXIMUMS :
MAX SHEAR = -2 . 144000E+02 AT X = 6. 700000E+01
MAX MOMENT = 3 . 591200E+03 AT X = 3 . 350000E+01
MAX DEFLECTION = -1 . 188436E-02 AT X = 3 . 350000E+01
,A 9
MSC/CASE Version 2. 0
Module B-3 v1 * 4 : Multi-Span Beams Under Transverse Loading
Developed by DVSE Inc. in cooperation with MSC
Copyright (C) 1985 (All Rights Reserved)
. . . . . . . . . . . . . . . . INPUT VARIABLES . . . . . . . . . . . . . . . .
SPAN MOD OF ELAS ,E MOM OF INER, I LENGTH,L LOAD,w LOAD,P LENGTH,x
I 3 . 00OOOE+07 1 . 76000E+00 9 . 800E+01 9 . 330E+00
2 3 . 00OOOE+07 1 . 76000E+00 9 . 800E+01 9 . 330E+00
. . . . . . . . . . . . . . . . RESULTS . . . . . . . . . . . . . . . . . . . . . . . .
L -3 0
MAXIMUM DEFLECTION = -8 . 80128E-02 SPAN I
MAXIMUM BENDING MOMENT = 1 . 12007E+04 SPAN 2
MAXIMUM SHEAR FORCE = -5 . 71462E+02 SPAN 1
SPAN NO. I
DISTANCE FROM
LEFT SUPPORT DEFLECTION MOMENT SHEAR FORCE
------------- ------------- ------------- -------------
O . 00OOOOE+00 O . 00OOOOE+00 O . 00OOOOE+00 3 . 428775E+02
4. 900000E+00 -1 . 685469E-02 -1 . 568093E+03 2. 971605E+02
9 . 800000E+00 -3 . 300480E-02 -2 . 912173E+03 2 . 514435E+02
1 . 470000E+01 -4 . 783913E-02 -4 . 032239E+03 2. 057265E+02
1 . 960000E+01 -6. 084835E-02 -4 . 928293E+03 1 . 600095E+02
2.450000E+01 -7 . 162499E-02 -5 . 600333E+03 1 . 142925E+02
2 . 940000E+01 -7 . 986347E-02 -6 .048358E+03 6 . 857550E+01
3 .430000E+01 -8 . 535998E-02 -6. 272372E+03 2. 285852E+01
3 . 920000E+01 -8 . 801279E-02 -6 . 272373E+03 -2. 285849E+01
4 . 410000E+01 -8 . 782176E-02 -6 . 048358E+03 -6 . 857550E+01
4 . 900000E+01 -8 . 488888E-02 -5 . 600333E+03 -1 . 142925E+02
5 . 390000E+01 -7 . 941778E-02 -4 . 928292E+03 -1 . 600095E+02
5 . 880000E+01 -7 . 171410E-02 -4 .032236E+03 -2 . 057265E+02
6. 370000E+01 -6 . 218530E-02 -2. 912174E+03 -2. 514435E+02
6. 860000E+01 -5 . 134077E-02 -1 . 568094E+03 -2 . 971605E+02
7 . 350000E+01 -3 . 979169E-02 3 . 906250E-03 -3 . 428775E+02
7 . 840000E+01 -2 . 825110E-02 1 . 792105E+03 -3 . 885945E+02
8 . 330000E+01 -1 . 753375E-02 3 . 808229E+03 -4. 343115E+02
8 . 820001E+01 -8 . 556794E-03 6 . 048361E+03 -4 . 800285E+02
9 . 310000E+01 -2 . 338767E-03 8 . 512508E+03 -5 . 257455E+02
9 . 800000E+01 O . 00OOOOE+00 1 . 120066E+04 -5 . 714625E+02
SPAN NO. 2
DISTANCE FROM
LEFT SUPPORT DEFLECTION MOMENT SHEAR FORCE
------------- ------------- ------------- -------------
O. 00OOOOE+00 O . 00OOOOE+00 1 . 120067E+04 5 . 714625E+02
4 . 900000E+00 -2 . 338689E-03 8 . 512506E+03 5 . 257455E+02
9 .800000E+00 -8 . 556806E-03 6. 048359E+03 4 . 800285E+02
1 .470000E+01 -1 . 753379E-02 3 . 808226E+03 4 . 343115E+02
1 . 960000E+01 -2 . 8251OIE-02 1 . 792106E+03 3 . 885945E+02
2.450000E+01 -3 . 979166E-02 O . 00OOOOE+00 3 . 428775E+02
2. 940000E+01 -5 . 134080E-02 -1 . 568093E+03 2. 971605E+02
3 .430000E+01 -6 . 218533E-02 -2. 912172E+03 2 . 514435E+02
3 . 920000E+01 -7 . 171413E-02 -4 . 032240E+03 2 . 057265E+02
4.410000E+01 -7 . 941777E-02 -4 . 928293E+03 1 . 600095E+02
4.900000E+01 -8 . 48888BE-02 -5 . 600333E+03 1 . 142925E+02
5. 390000E+01 -8 . 782177E-02 -6.048358E+03 6.857544E+01
5 . 880000E+01 -8 . 801276E-02 -6. 272371E+03 2. 285846E+01
6. 370000E+01 -8. 535996E-02 -6. 272373E+03 -2. 285852E+01
6.860000E+01 -7 . 986344E-02 -6. 048359E+03 -6. 857550E+01
7 . 350000E+01 -7 . 162502E-02 -5 . 600332E+03 -1 . 142925E+02
7 . 840000E+01 -6. 084842E-02 -4 . 928293E+03 -1 . 600095E+02
8 . 330000E+01 -4. 783908E-02 -4 . 032240E+03 -2. 057266E+02
8. 820001E+01 -3 . 300479E-02 -2. 912172E+03 -2. 514435E+02
9. 310000E+01 -1 . 685477E-02 -1 . 568094E+03 -2. 971605E+02
9. 800000E+01 O . 00OOOOE+00 O . 00OOOOE+00 -3 . 428775E+02
CITY OF ATLANTIC BEACH
BUILDING DEPARTMENT
INSPECTION REPORT
JOB LOCATION 325 MEALY STREET PERMIT# 9585
ATLANTIC BEACH, FLORIDA 32233 SUBDIVISION section h
0 OWNERNAME FERIZ DELKIC PHONE
(r
LEGAL DESC: LOT BLOCK SECTION PERMIT TYPE
z BUILDING
w CLASS OF WORK
NEW
CONTRACTOR PROPOSED USE
z COMMERCIAL
z
0
WORK DESCRIPTION
cr
0 INSPECTION REQUIRED INSPECTOR
z 14 CERT CIJ�PN PM
DATEINSPECTED BY APPROVED REJECTED
COMMENTS
OtIrtif iratr of Mrruvau�- Irg
CITY OF
AM-& h"k,- ;W&
Bippartment of Builbing 3napprtion
This Certificate isstied pursuant to the requirements of Section 109 of the Southern Standard
Building Code certifying that at the time of issuance this structure was in compliance with the
various ordinances regulating building construction or use. For the following
Use Classification New Commercial Bid&Permit No. 9 5 8 5
Group---Type Construction—Fire District
OwnercifEluilding Feriz Delkic Addressp.O.Box 1726 P.V.Bch.--32082
BuildingAddress 325 Mealy Drive —Locality S 04mship 2 So.Range 29E
Rene' Angers B?:20V
Buildins officiti— D"',,— 17
POST IN A CONSPICUOUS P"CIE
w,rrtiftratr of Mrrupaitry
CITY OF
ofthug &4A—
This Certificate isstied pursuant to the requirements of Section 109 of the Southern Standard
Building Code certifying that at the time of issuance this structure was in compliance with the
various ordinances regulating building construction or use. For the following.
Use Cassification 17 c —Bldg.Permit No.
Group—Type Construciion—Fire District,,—
'erlz DePdc 171(�
Owner of Building
—Address—
ec� 1 1", s�1 i �-,o "anc,(, M,
r i v e
Building Address --Locality
By:
Vi�-e rs
Kilding Official Daft:
P"T IN A CON11MCUOUS P�C%
BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT
CITY OF ATLANTIC BEACH, FLORIDA
CERTIFICATE OF OCCUPANCY
WORK SHEET
Date Requested:
Building Contractor: Fred Mills
Building Permit Number: 9585
Address: 32S Mealy Drive
Legal Description: Sec.18 Township 2 South Range 29 East ,
Improvements to the above described property have been completed
in accordance with the terms of the permit and is certified to be
ready for occupancy as Warehouse
Lowest Floor Elevation: XXXXXX
-re-q-u-ir-e-d— n-/a----
Sales Tax Certificate: A .
d e s7bmitted
BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE
DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY:
Fire Chief
------ ---------
Public Works
!/- �--
Planning Director -7
---------------
Building Inspector
CITY OF
&I W.' S."-*X 4 ed4 9 3-1�
Office of Building Official 4-
OUEST FOR INSPECTION
Date �ZZ(f?`E Permit No. 95%
Time A.M.
Received PM District No.
Job Address Locality
Owner's
Name Contractor --a"
BUILDING CONCRETE ELECaTRICAL' PI-UMBIN�—�7—� MECHANICAL
Framing 11 Footing Rough Wiring E, Rough Air.Cond.& 0
Re Roofing 0 Stab 0 Temp Pole F-) Top Out 11 Heating
Lintel 0 Final 0 Sewer 0 Fire Place 0
READY FOR INSPECTION Pre Fab
Mon. Tues. Wed. Thurs.
Inspection Made -M
Inspector Q- Final Inspection 0
Certificate of Occupancy
Date
CITY OF
4&44ft 694d-9&4a4
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time A.M.
Received P.M, District No.
Job Address U ty
Owner's
Name Contractor
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing 0 Footing El Rough Wiring El Rough C] Air.Cond.& 0
Re Roofing D Slab D Tamp Pole 11 Top Out D Heating
Lintel 11 Final 0 Sewer E: Fire Place 0
READN�PECTION Pre Fab
A.M,
Mon. T ed� Thurs. Friday-PM.
A.M.
Inspection Made P.M.
Inspector Final Inspection 0
Certificate of Occupancy
/-T
CITY OF
-Q44ft Ve4d-
Office of Building Official
REOUEST FOR INSPECTION
Date Permit No.
Time A.M.
Received Pistrict No.
Adclrej� ca I
Owne
NamNS11e, Contractor
BUILDING CONCRETE ELECTRICAL PLUMBieG MECHANICAL
Framing Ej Footing 0 Rough Wiring D Rough 0 Air.Cond.& 0
Re Roofing D Slab 11 Temp Pole D Top Out 0 Heating
Lintel D Final �/ Sewer C, Fire Place D
READY FOR INSPECTION Pre Fab QD
Mon. Wed. Thurs. Friday-PM.
A.M.
Inspection Made P.M.
Inspector Fina(Inspection 0
Certificate of Occupancy
Date
ADDRESS
oov*
CONTRACTOR__ --------------------------------
OWNER - �.e�
--Y-7: --I T- -----------------------------------------
BUILDING MECHANICAL PLUMBING
_-?1.5 TJ --------
ELECTRICAL------- TEMP POLE--------- misc
ELECTRICIAN
DATE FAILED DATE PASSED
TEMP POLE JEA
FOOTING
ROUGH PLUMBING
SLAB
FRAMING
MECHANICAL/FIREPLACE
TOP OUT PLUMBING
ROUGH ELECTRIC
61
FINAL ELECTRIC OD
FINAL BUILDING
ELEVATION SUBMITTED
CERTIFICATE OF OCCUPANCY
DATE ORDERED
DATE ISSUED
DEPARTMENT OF BUILDING
PERMITNO., 9585
CITY OF ATLANTIC BEACH,FLORIDA
PERMIT TO BUILD 31n%75 T
THIS PERMIT MUST BE POSTED ON JOB 3C9,75CKT
Date March 16 is? 89 953L 1A VIP/d�
9585 sCOCAC
Valuation$ 90,000-00 Fee$ 309.7S 9530 1 -A 3/13/01
1 01
0110
This permit not valid until above fee has been paid to City Treasurer,and is
subject to revocation for violation of applicable provisions of law.
This is to certify that Fiyd Mills CGCO06748
1800 Mangrt Road Atlantic Beach 32,233
has permission to build Warehouse
Classification New Commercial- Zone I LW
Owned by Feriz Delkic
c. 18 Township 2 South Range B?09c k E a—St S/r)_
House No. 325 Mealy Drive
According to approved plans which are part of this permit
NOTI-E—Al I C-NICIR-ETE FORMS
AND FOOTINGS MUST BE IN-
SPECTED BEFORE POURING.
PERMIT VOID Six MONTHS
'n AFTER DATE OF ISSUE
;a
4 111 4 1101 0 Building material, rubbish and debris
31 from this work must not be placed
in public space, and must b I
up and hauled away by ei e c
t�!!ct5w
)or owner.
g Official.
FOR OFFICE PERMIT DATE CONTRACTOR
USE ONLY NUMBER
PLUMBING
ELECTRICAL
SEWER
..�tATER
AMW Alm,
PLANS REVIEW CHECK LIST
Owner
A;L ------- --------------
Legal Descriptione��,--LL�V-jj�k ----Contractor_ ""-- - ------------
-------------License Number_C6-L�LAC�0-2-122
License on File YE NO
Section 24-101 * Zoning Egggigtions
Zoning District -::[-- Z 0 Proposed Use"--
Required Lot ---- Actual Lot Size
Setbacks Required Provided Section 24-17
front --2(2--- -------- CORNER LOT INTERIOR LOT
rear
side-1 /of Flood Zone-,�2t�-(!
side-2 Required Elevation-ZU-q--
Max. Height Allowed--3f Proposed Height...........
Section 24-82 * Minimum Lot Coveragg
Required Heated Area Proposed Area---q--5-Q��
Section 24::jgj ± gffstreet Parking
.11
Number Spaces Required_ 2W
- A--- Spaces Provided...
Section 24:g2 I Qmplicate Buildings
Is there a similar building within 5001 of proposed building?YES
Utilities
Water and sewer service is to be provided by:
----- Buccaneer Utilities
City of Atlantic Beach Utilities
----- Private Source SEPTIC TANK WELL
Plans Reviewed by,,-� Date,-
Building Permit # ------
(ISSUED�> DENIED
----------- - ,per,sq f t.
00oyer sq �t .s6
@A _yer sq ft
___,___per. sq ft
1011AL VALLUMON
k�6
Ist 0.
A Mper Uiousarid or
.011
portion. U.iereof
----------------------- Total Building Fee $
'S wid/or FUS REQUJIkED .. Filing Fee $ 0-73,
Orlireplace' s @ 15..00
MT M
Pluibilig
Electric/flm4 ---- -------------------------
Electric/Tay
Septic Trak I BUILDING PERM $ 3r-1 Z6
Well WIM 1E,IER C1 WM $ OD
NE R IWAGr FEE
swh111d1)8 Pool SL $
W
SIER IWACr FEE
Lym Ous
utscz
Water Cmiection
Sewer Wimectimi
I-later Meter
Elevation Certificate'
72 9 II/j,
GRMD WIAL DUE
------------------------------------------------------------ --------------
----------
CALCUUMNS raid/or NMES
CITY OF ATLANTIC BEACH
APPLICATION FOR BUILDING PERMIT
Address /P P I At f C d f A 1��4, -3 1 ?
Owner 19 [ k, j,79.�Phone t-2 f-3"
Archi ect -g-IV L" A;J A/ AddressQo�_3&ZyIX yJJ-*x/ ne_ 3 �,P ,21g;?_
Contr ctor- A99d &, Ny y i —Address /0 Pho
X,�/Phone
License Numbere,/," ev 0 L 2'1'# —Expiration Date
0 WAI 10 &u44i-v6�on A( 4
LotS_C al=ak #0 toning 4-M
Street A Ll VIi- Between and side
Valuation $ Purpose of Building q-7�,g,4, ,F ype Const._��_
Dimensions : Building Lot 1p,2 ,s�n�
ya I S z .Fo9t ing s
Sz.Pier jo.. PL.4,o_� _Sz. Sills Greatest Span Sills
Sz. Ceiling Joists D3*-s_tance oA Cen s est Span
rs
Sz.Floor Joists Di u in' cfe;,�,opC e n t r Wrl7ast Span
C
Sz.Rafters DistanO o ente'r�� Greatest Span
Heating Solid-Filled,-A�ound Roof
Flood Zone If located within a FLOOD HAZARD ZONE fill out
reverse of this application.
Inspections Required:
I. When steel is in place and ready to pour footing.
2. When steel is in place and ready to pour columns/lintel.
3. When steel is in place and ready to pour beam.
4. When framing, mechanical, rough plumbing and fire place
is completed and ready to cover up.
5. Rough electrical,�
6. Final inspection.
In case of rejection, reinspection MUST be called SETBACKS
for af ter corrections are made.
In consideration of permit given for doing Rear Lot Line
the work as described in the above statement ,
we hereby agree to perform said work in
accordance with the attached plans and
specifications , which are a part hereof, and CL
in accordance with the building regulations
of the City of Atlantic Beach.
0 0
rt rt
Signature OWNER
4 Z'
Signature BUILDER
Front Lot Line
City
f Atiantic Beach
Fixture Unit Worksheet :.for Water .Impact Fee
FIXTURE , UNITS ARE ESTASLIS14ED AS THE MEASUREMENT OF WATER DEMAND
FOR EACH WATER FIXTURE UNIT�: INSTALLED AND CONNCCTED .T0 THE CITY
WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TEN
DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY �WATER SYSTEM.
BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND
WATER CLOSET, LAVATORY,.& BATH
TUB OR SHOWER STALL
WATER CLOSET VALVE
WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8)
BATI
URINAL WALL LIP (4)
ITUB/SHOWER ' (2)
SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1)
-L-SHOWER STALL ,DONESTIC (2) LAUNDRY TRAY (2)
LAVATORY (1 ) COMBINATION SINK AND TRAY (3
-WASHING MACHINE (3) - 'L'--POT,, SCULLERY SINK (4)
DISHWASHER (2) j WASH SINK EACH SET OF
FAUCETS (2)
KITCHEN SINK (2)
DENTAL LAVATORY (1)
-KITCHEN SINK WITH WASTE.
GRINDER (3) DENTAL UNIT OR CUSPIDOR (1)
BIDGET (3)
--URINAL STALL, WASHOUT (4)
FLUSHING RIM SINK (13) COMBINATION SINK AND TRAY WIl
FOOD DISPOS. (4)
URINAL, PEDESTAL, SYPNON JET
BLOWOUT .(8) _DRINKING FOUNTAIN (1/2)
--LAVATORYt BARBER/BEAUTY
SHOP (2) --LAVATORY, SURGEONS (2)
0 -SURUEONS SINK (3) : --ICE MAKER (1/2)
00
TOTAL FIXTURE UNITS__// � O 1*;-4W EACH
P-5tf ye 2-
JOB I11FORHATION
APPLICATION FOR WATER METER
DATE:
CONTRACT
BILLING ADDRESS:
-Pr, 3 a-a-?3 ---------------
SERVICE ADDRESS: 3a;3Li--- --------------------
t
LOT:,Jif�LIOCK:-------UNiT: SUBDIVISION:
ACCOUNT NUMBER:
METER SIZE3 ---5/v--------
I HEREBY REQUEST THAT A WATER METER BE SET AT THE ABOVE SERVICE
ADDRESS. I UNDERSTAND THAT I WILL BE BILLED FOR TEMPORARY
CONSTRUCTION WATER UPON SETTING OF THE METER. I FURTHER
UNDERSTAND THAT I AM RESPONSIBLE FOR ANY AND ALL DAMAGES TO THE
METER, BOXES, VALVES, LINES, AND ANY PARTS THEREOF, UNTIL
PERMANENT WATER SERVICE HAS BEEN ESTABLISHED BY THE CUSTOMER.
------------------------------------
CONTRACTOR
XI6 BiA H
CITY OF A
METRO GRAPHIC&JACKbONVILM FL
No. 0877
Ty OF
OrLANTIC BEACH jq_�8
march 16
Fred Mills
1AME
1p
�00 Wor
kDDRESS 1800 MaYTOrt Road__�—
Atlantic -Beach 32-2-3-3
CATY 1335.0"t*'Y I
i 7$3oo,00
PAID
qr� 03�P,0()3/1
Water impact Fee 440-343-3700
Sewer impact Fee 141-343-5200 MAR 18 19813 $1,335.00
Sec.18 Township 2 south Range 29 East
325 Mealy Street
CITY OF ATLANTIC BEACH
ATLANTIC REACH. FLORIDA 32233
TELEPHONE' 249,2395 P A I Q
UTILITY BILL MAR 18 jg8j
DATE WATER WATER SEWER GARBAGE OTHER TOTAL
METERS DUE
official Receipt
payment
TIMASUREP
MAI
RETAIN THIS STUB
SERVICE D$CONTINUED
IV Ig
PAYABLE IN ADVANCE NOT PAID WITHIN
NO REFUN'DS 30 DAYS OF DATE SHOWN
--------—--------------------------------
BUILDING AND ZONING INSPECTION DIVISION
< C;
z CITY OF ATLANTIC BEACH, FLORIDA Z
ELECTRICA"L' PERMIT I
Z
Dote 3116/19 Fee $--"-00 _PermitNo.
Location 32S #%4y Drive
Between and
This is to certify that 0.
FAMT BLVCMC i W RIMY
(Electrical Contractor) (Master Electrician) E
has permission to install Electrical Construction as described herein in ix 006
accordance with the provisions of the Electrical Code and regulations
z
of the City of Jacksonville, and subject to the information shown on the Lu
application, drawings and specifications which are mode a port of this
permit. t
for P"d mis, — Pori& Polkit :F
1W
UA
Type of work: NOW
SE 410# AW an"
AVIEE J
aml Waaw 2M OWS. lift2em Sph 4w 240 volt PW rcw I
X
Feeders:
Outlets: 0
Receptacles:
cc
Switches:
Incandescent:
Fluorescent:
Appliances: LL.
Air Conditioning:
Wo—tors 7
Transformers:
Signs:
Miscellaneous:
'M
IF NO WORK IS DONE UNDER
THIS PERMIT DURING ANY SIX ISSUED BY:
MONTHS PERIOD, PERMIT-' Electrical Inspection SUPerV'SOrL
BECOMES VOID.
AW
CITY OF ATLANTIC B E A("I I
APPLICATION FOR PLUMBING.-PERMIT
JOB LOCATION - 5q,"j- -Mezl, Ajel)16
PLUMBING CONTRACTOR C2 q, 5-)q
LIC-ENSE Nt,,MBERS 5 Z-V Z4
MHER-
BUILDING CONTRACTOR
TYPE OF BUILDING
slul�s -SHOWERS
CXVLAVATORY WATER HEATERS
BATH TUBS DISHWASHERS
URINALS DISPOSALS
-SeCLOSETS WASHING MACHINE
FLOOR DRAINS OTHER
TOTAL FIXTURE, COUNT ,
INSTALLA'TION OF PLU11BINC AND FIXTURES MUST BE IN ACCORDANCE WITH
THE MOST RECENT EDITION OF THE SOUTHERIN STANDARD PLUMBING CODE ,
�ST. JOHNS RIVER_
Henry Dean, Executiv Direc
WATER Mildred G. Horton. A�sistanf Executive "Ir,
- MANAGEMENT P Direc o
POST OFFICE BOX 1429 - PALATKA, FLORIDA 32078-1429
DISTRICT 904/328-8321
j 2133 N.Wickham Rd. Ll 7775 Baymeadows way (1 618 E.South St.
M elbourne,FL 32935-8109 S uito 201 Orlando.FL 32801
(305)254-1761 Jacksonville,FL 32216 (305)894-5423
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t�I",fil I I kI Ff C 11 4::! 1.; '_.V J'i 1:.i ill,I,r 1:1
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on
C":''',jj
RALPH E_SIMMONS Jim T SWANN LYNNE CAPEHART J I OHN L.MINTON
Chairman-Fe rna naina Beach Vice Chairman-Cocoa Secretary-Gainesville Treasurer-Ve,o Beach
IDWAL H.OWEN,JR. FRANCES S.PIGNONE KELLEY R.SMITH.JR. SAM L.SWETT SAUNDRA H.GRAY
Jacksonville Orlando Palatka Jacksonville DeBary
PERMLT NO.
AS BUILT CEATIFICATION BY PROFESSIONAL ENGINEER
(Permit Application)
within '30- days after completion of construction of the storawater
discharge facility# submit this form to the St. Johns River Water
management District, Division of Records# PO Box 14291 Palatka, riorida
.1. Stormwater Discharge Facility Information:
Source Names
Source Locationt Streets'
city: �Comtyl
2. As-Built Certification:
I hereby certify that this storawater discharge facility has been built
substantially in accordance with the approved plans and specificationst
and that any substantial deviations (noted below) will not prevent-the
system from functioning in compliance with the requirements of Chapter
4OC-42, F.A*C. when E:operly maintained and o rated. These
determinations have an bas*4 upon on-site oEservation of construction#
scheduled and conducted by me or by a project representative urAer my
direct supervision. I have enclosed one, set of as
-built engineering
drawings.
Signature of Engineer Name (Please type)
Florida Regr.' Number Company Name
Company Address
(Affix Seal)
Date: Telephone No. I
Substantial deviations from the approved plans and sepcifications'
(attach additional sheets if required)
NOTICE OF RIGHTS
1. A party whose substantial interests are determined has the right to request an administrative hearing
by filing a written petition with the St. Johns River Water Management District (District) within 14 days of
receipt of notice of the District's intent to grant or deny a permit application by mailing it to the District or
by presenting the written petition at the District Governing Board meeting in which action is proposed to be
taken regarding the application, whichever is later.
2. A party whose substantial interests are determined has the right to request an administrative hearing
by-filing a written petition within 21 days of receipt of notice of final District action on a permit application,
if the Governing Board took action inconsistent with the notice of intent to grant or deny the permit application,
or if that substantially interested party did not receive notice of the District's intent to grant or deny the permit
application.
3. A substantially interested party has the right to a formal administrative hearing pursuant to Section
120.570), Florida Statutes, where there is a dispute between the District and the party regarding an issue of material
fact. A petition for a formal hearing must comply with the requirements set forth in Section 28-5.201, Florida
Administrative Code, and Section 40C-1.11, Florida Administrative Code.
4. A substantially interested party has the right to an informal hearing pursuant to Section 120.57(2),Florida
Statutes, where no material facts are in dispute. A petition for an informal hearing must comply with the
requirements set forth in Section 40C-1.11, Florida Administrative Code.
5. Filing of a petition for an administrative hearing occurs upon delivery at the District headquarters or
when the petition, properly addressed and stamped, is postmarked.
6. Failure to file a petition for an administrative hearing within the requisite time frame shall constitute
a waiver of the right to an administrative hearing.
7. The right to an administrative hearing and the relevant procedures to be followed are governed by Chapter
120, Florida Statutes, and Chapters 40C-1 and 28-5, Florida Administrative Code.
8. Any substantially affected person who clairns that final action of the District constitutes an unconstitutional
taking of property without just compensation may seek review of the action in circuit court pursuant to Section
373.617, Florida Statutes, and the Florida Rules of Civil Procedures, by filing an action within 90 days of the
rendering of the final District action.
9. Pursuant to Section 120.68, Florida Statutes, a party who is adversely affected by final District action
may seek review of the action in the district court of appeal by filing a notice of appeal pursuant to Fla.R.App.P.
9.110 within 30 days of the rendering of the final District action.
10. A party to the proceeding who clairns that a District order is inconsistent with the provisions and purposes
of Ch5pter 373, Florida Statutes, may seek review of the order pursuant to Section 373.114, Florida Statutes, by
the Land and Water Adjudicatory Commission (Commission)by filing a request for review with the Commission
and serving a copy on the Department of Environmental Regulation and any person named in the order within
20 days of the rendering of the District order. However, if the order to be reviewed is determined by the Commission
within 60 days after receipt of the request for review to be of statewide or regional significance, the Commission
may accept a request for review within 30 days of the rendering of the order.
11. A District action or order is considered "rendered" after it is signed by the Chairman of the Governing
Board on behalf of the District and is filed by the District Clerk.
12. Failure to observe the relevant time frames for filing a petition for judicial review as described in paragraphs
#8 and #9 or for Commission review as described in paragraph #10 will result in waiver of that right to review.
CERTIFICATE OF SERVICE
I HEREBY CERTIFY that a copy of the foregoing Notice of Rights has been furnished by U.S. Mail to
Foriz Delric
PO Box 1726
Ponte Vedra Bch, FL 32082
at 4*00pm this I a day of la r--C-14 9 19 421 3
Dannise Kemp, 15�'rector
Division of Records
St. Johns Water Management District
Post Office Box 1429
Palatka, FL 32078-1429
(904) 328-8321
"TT:
ST. JOHNS RIVER WATER MANAGEMENT Di5TR!0*
Post Office Lox J40-1
Fa-latka, FloridA 5�072-102?
PERMIT NO. DAYE TbSUED
j A PERMIT AUTHORIZING:
A STORMWATER SYSTEM CONSISTING OF RETENTION POND TO SERVE-
INTERNATIONAL CERAMICS, A .306 ACRE PROjECT .
LOCATION:
Section 16, Township OZ S"uth , Range Z? East
Duval County
ISSUED TO:
(owner )
FERIZ DELRIC
P. 0. BOX 170-s
PONTE VEDRA SCH, FL
Permibtee agrees to hold ana save the St . Johns River Water Manaoomcn �:
District and its succe5sors harmless from any and aii damages , ciaimn ,
or liabilities w0ch may ari5e from permit issuance . Gaid appiicaGion ,
including all plans and specifications attached thereto , is by reforeiiLc,
made a part hereof .
This permit does not convey to permittee any property rights nor any
i rights or privileges other than those npecified herein , nor reiieve G"t!
permittee from complying with any law, regulation or requiremwn �,-
affecting the rights of other bodies or agencies . All structuroy and
I works installed by permittee hereunder shail remain the property or th(.,
permittee .
This Permit may be reVOKed , modified or transferred at any time pqrmoan-r
to the appropriate provision5 of Chaptur 171, Florida Statutes :
PERMIT 15 CONDITIONED UPON;
See conditions on attached "Exhibit A" , dated MARCH 9, 19&�:
AUTHORIZED BY: St . Johns River oaher Management DiuLrivt
Department of Rebource Alana9cmen-i,
By:
Lead Eiginier
\
"EXHIBIT A^
CONDITIONS FOR- ISSUANCE OF PERMIT NUMBER 42-031 -0790N
FERIZ DEuRJC
DATED MARCH 9, I9S8
1 . THOSE CONDITIONS AS A6REED UPON IN SECTION II OF THE AFPLICA[I04.
` Z. THIS PERMIT FOR CON5TRUCTi0W WILL EXPIRE FlVE yEAR6 FROM T"E DATE
OF ISSUANCE.
3. PERMITTEE MUST_00TAIN A 6IWEOW Ok INDIVIDUAL PERMIT FQON The:��
DISTRICT PRIOR TO BEGINNING CONSTRUCTION OF SUBSEQUENT PHASES o�
ANY OTHER WORK ASSOCIATED WITH THIS PROJECT NOT SPECIFI[A}'L�
AUTHORIZED BY THIS PERMIT.
` 4. THE PROPOSED 5TORMWATER MANAGEMENT SYSTEM MUST BE CONSTRUCTED A�
' . PER PLANS RECEIVED LY THE DISTRICT ON Z/Z6/88.
' 5. ALL SWALE AND RETENTION BASIN SIDE SLOPES MUST BE SODDED OK5EEDED
` AND MULCHED WITHIN 30 DAYS FOLLOWING THEIR COMPLETION AND A
SUBSTANTIAL VEGETATION COVER MUST BE ESTABLISHED WITHIN 60 DA/5 O,
SEEDING.
^ 6. PERMANENT VEGETATIVE COVER MOST BE ESTABLISHED ON ALL EXPOSE )
' LAND SURFACES WITHIN ONE YEAR FR6M THE DATE OF THE COhSTRUCTIUN �5
COMPLETE.
T° ALL STORMWATER TREATMENT FACILITIES AND ASSOCIATED CONTROL..
STRUCTURES MUST BE COWSTHUCTED PRIOR TO ANY STRUCTURAL BUILDlN6
CONSTRUCTION OR PLACEMENT OF ANY PAVEMENT . ADEQUATE MEASURES MUST
BE TAKEN DURING CONSTRUCTION TO PREVENT SILTATION OF THESE
/ TREATMENT FACILITIES AND CONTROL STRUCTURES DURING CONSTRUCTION. '
` `
, /u� ' ' . �
~°
S. THE ISSUANCE 'UF THIS PFRM� �T OES m�T RELIEVE / �E APPLICANT OF T&.�
RESPONSIBILITY TO OBTAIN ANY AND ALL OTHER REQUIRED LOCAL, 507E
AND FEDERAL PERMITS. ~
| 9. THE PERMITTEE MUST REQUIRE THE CONTRACTOR TO REVIEW AND TQ
� MAINTAIN IN GOOD CONDITION AT THE CONSTRUCTION SITE A COPY OF THUS
PERMIT COMPLETE WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS, AMD
PERMIT MODIFICATIONS ISSUED FOR THIS PERMIT. THE COMPLETE FERNIT
COPY MUST DE AVAILABLE FOR REVIEW UPON REQUEST By DISTRICT
) REPRESENTATIVES.
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DkPARTMENT OF BUILDING PERMIT NO. 9586
CITY OF ATLANTIC BEACH,FLORIDA
PERMIT TO BUILD )rj'e50 TI
THIS PERMIT MUST BE POSTED ON JOB �rj,5MM
9540 1 1 3/10/8(
Date MaTch 16 igAIL 9R,86 00CArt
954 r, I A 3/11/6
Valuation$ -Fee$- SS.50 1 Oro
This permit not valid until above fee has been paid to City Treasurer,and is
subjert to revocation for violation of applicable provisions of law.
This is to certify that Steez Plumbing CPC037190
has permission to)hdtX---UM"14-
Classification New Commeecial Zone ILW
Owned by Feriz Delkic
�Oet�_.11 Township I Soulh Rgmge 'Ao'c�_!_t_S/D_
House No. 325 Mealy Drive
According to approved plans which are part of this permit
NOTICE—ALL CONCRETE FORMS
AND FOOTINGS MUST BE IN-
SPECTED BEFORE POURING.
PERMIT VOID SIX MONTHS
AFTER DATE OF ISSUE
01 0 Building material,rubbish and debris
31 from this work must not be placed
in public space, and must be cleared
up and hauled away by either con.
owne .,
Buil g Official.
FOR OFFICE PERMIT DATE Co'h4ACTOR
USE ONLY NUMBER
PLUMBING
ELECTRICAL
SEWER
WATER
*AIW
UTILITY SERVICE AGREEMENT
(Water and Sewer)
THIS AGREEMENT entered into this 16th day of March
198 8 , between the City of Atlantic Beach a
Municipal corporation, hereinafter called "City", and
Fred Mills a
corporation, its successors and assigns, hereinafter called "Developer".
W I T N E S S E T Ii
WHEREAS, Developer owns land in Duval County, Florida,
more particularly described as Sec.18 Township 2 South Range 29 East
refer to acreage, plat engineering
32S Mealy Drive
drawings, or legal description as Exhibit A
and
WHEREAS, Developer plans to develop said land by constructing
1 buildings,' 0 residences and/or other improvements
thereon consisting of' Cotoe-rcial/Warehousing
and
WHEREAS, City is the owner of water and sewage treatment plants and
water distribution and sewage collection systems in the �vicinity of the
property described above; and
WHEREAS, Developer desires that City provide water and sewage
I
collection service to said property and City desires to furnish same;
and
WHEREASP City is willing to operate such water and sewage
collection and treatment systems so that all buildings constructed on
Developer's property by developer or by any person, firm,' joint venture
or corporation holding by, through or under Developer may)iave furnished
to them and to their occupants water and sewer service subject to all
terms and conditions of this Agreement; and
WHEREAS, in order to provide water and sewer services to Developer
it has been or will be necessary- for City -to enlarge and expand its
offsite water and sewer, plants and facilities and it is the desire and
intent of Developer to contribute financially to the costs of building
such additional offsite water and sewer plants and facilities and to
reserve capacity in City's water and sewage treatment plants so that
City can provide service to the Development without imposing a burden on
its existing customers;
NOW, THEREFORE, in consideration of the premises and other good and .
valuable considerations and in consideration of the mutual covenants and
conditions hereinafter contained, subject to any necessary approval by
other governmental agencies having jurisdiction, it is agreed by the
parties hereto as follows:
1. Developer agrees that City shall have the exclusive right to
furnish water and sewer service to the real property described above and
hereby grants to City . this exclusive right.to provide water and sewer
service for all uses within all structures now or hereafter constructed
on the real property described above.
2. City agrees that after Developer has connected to the systems
of City, City will provide at its own cost and expense, water and sewer
service to Developer's property in a manner conforming to, the reasonable
requirements of public or governmental agencies or parties having
jurisdiction over City's water and sewer operations; provided, however,
that such service shall be in accordance with other provisions of this
Agreement, including City's rules and regulations and rate schedules.
3. In the event that Developer or assigns fails to complete
construction of all improvements required to be built by Developer and
fails to pay all plant and service availability and other,fees listed in
this Agreement within * '�i)c months from date of execution of this
Agreement, for any reason whatsoever, but through no act or fault of
City, this Agreement shall terminate and City shall be relieved of its
obl.igation to perform under this Agreement. Upon termination of this
Agreement under this provision, City reserves the right to negotiate
with Developer a new agreement for any additional sums to be paid by
Developer to City as plant capacity and service availability charges,
fees or other charges base'd upon increases in tile cost of living and/or
such other factors as relate to tile cost of supplyin g water and sewer
service.
4. All taxes or charges imposed upon the property described above
by any governmental entity or agency shall be paid , by, Developer except
such part thereof that has been deeded to the City in accordance with
tile tex-jits of this agreement.
5. The rates charged by City for water and sewer service shall be
in accordance with its rate schedule which shall be subject to change .
from time to time.
City shall have the right to determine reasonable meter size
and location.
6. Developer will grant to the City, at Developer's expenses
adequate easements for water and sewer lines, for access to lift
stations and water stations and related appurtenances. Said easements
shall be transferable. Developer will also furnish title evidence
satisfactory to the City that said easements are superior to mortgages
or other interest in the land, and Devoloper shall cause any such
mortgages to be released or subordinated to said easements. Easements
will also be furnished to provide for onsite water distribution lines,
including meters and sewage collection lines. Sites for" lift stations
and water stations and related appurtenances shall be conveyed by
warranty deed in fee simple by Developer . to City. Developer will
furnish City a warranty deed, title evidence satisfactory to City and
any releases from lien holders for any sewage pumping station and water
station sites as required by City. Developer hereby grants to City the
right to utilize any onsite water and sewage lines and systems to
provide services to properties' other than Developer's property, provided
this does not unreasonably interfere with service to� Developer's
project.* Where Developer's property is adjacent to any state road
right-of-way, City will be granted a 25-foot easement, along and adjacent
to said state road right-of-way. Developer shall further grant to the
City, its successors and assigns, the exclusive, 'perpetual right,
privilege and easement to construct, reconstruct, operate, maintain,
repair, replace, improve, alter, remove, relocate and inspect water
transmissions and distribution mains, sewer collectio.nmains, sewer lift
stations, pipe lines, lateral lilies, valves, connections and appurtenant
equipment over, across and under the Developer's property, -including tile
right to ingress and.egress to eacii of the building sites oil Developer's
property which are served* by City. All such easements shall have a
,width which is acceptable to the City.
7. City does not guarantee all uninterrupted supply of water,
or water at any particular pressure, and reserves the right to shut off
the water in its main at any time for the purpose' of making repairs or
extensions of for providing temporary or emergency water supply. City
will not be responsible for any damage caused by low pressure or
interruption of service. Neither Developer nor any of its successors or
purchasers sliall discharge into the sanitary sewer system water from
"non-domes tic'I drains including without limitation swimming pools, air
conditioning condensation lilies, cooling lines or other discharge from
any type of equipment. City shall not be obligated to furnish any water
or sewer service to any building Which is built oil Developer's property
to which the City does not have access. The Developer hereby agrees and
warrants that the City will not be held responsible for flooding
problems which may result from the failure of sewer line back flow
preventor valves oil Developer's property. The Developer hereby agrees
to hold harmless and indemnify City for all costs and damages resulting
from flooding due to .back flow preventor valve failure.
8. The construction and design of all facilities to be
transferred to and to be owned and operated by the City shall at all
times be subject to prior approval by the City and its engineers. City
will provide assistance' to Developer's engineers as to design and
construction requirements and must approve all plans,' documents, and
construction requirements in writing prior to any construction being
commenced. Construction of all facilities will be Terformed by
Developer or its contractor. Developer will pay the , cost of all such
construction. The Developer's engineer shall incorporaLe Into the
Developer's engineering design, plans and specifications the applicable
standards and specifications of the City.
9. A. If the Develop er modifies his development plans for
Developer's property which would require greater water usage, greater
fire flows, additional water facilities, greater sewage flows, or
I
additional sewage facilities than the water and sewer demands previously
approved by the City, then the Developer must obtain approval by the
City for the construction of such additional water or sewer facilities
which shall meet all City and governmental design requirements. The
Developer shall pay all additional contributions and fees as may be
authorized by the City I s, service availability policy which is in ef f ect
on the date said new agreement is executed.
B. In addifion to paragraph 9A above, any other change order
between Developer and its utility contractor issued after City approval
of origiiial plans mus t be approved by the City before the change order
is put into effect.
C. City shall have the right to review the systems design
drawing and specifications to ensure that they meet the requirements of
the City. The systems design drawing ai id specifications are to be in
accordance with the City of Atlantic Beach requirements unless otherwise
.specified by City or its engineer.
U. The City * also reserves the right to approve the utility
contractors to which construction bids are sent by Develo per as well as
the contractor to which the award is made.
E. A repres entative of City or its e.ngbieers will be the
AnsFector of the project along with the Developer's engineer, but City
reserves the right to final acceptance of the work and materials.
Neither the City or its engineers shall be deemed the agent of any other
person in making such inspections.
10. After installation of the water distribution and sewage
collection systems serving the property described above and acceptance
thereof by the City, the City or its assigns shall then be the sole,
absolute and exclusive owner of the facilities of said water and sewer
systems whether located oil, under, above or outside of the property
described and regardless of who may have installed or constructed same
to the extent described below:
A. All water mains, pipes, valves and fittings and
appurtenances up to and including all meters shall be dedicated to and
will be owned, operated and maintained by City.. All water pipes Oil tile
customer's side of the meter shall be owned, operated and maintained by
the customer or its assigns.
B. All sewer mains, manholes, pumping stations, force mains
and appurtenances, including service pipes in public right of ways and
dedicated easements, shall be owned,, operated and maintained by the
City. Except as provided in paragraph 9C, all sewer lines on the
customer's side of the property line shall be owned., operated and
maintained by the customer or its assigns.
C. With reference to any blanket easements for multi-faidly
projects such as nPartm ents, mobile home developments, COIRIU1111111LIHIS und
PUD's or for commercial developments, all water mains to and including
the water meter, all sewer mains, force mains and manholes in such
blanket casements over private property allowing utility operations
shall be dedicated to and shall be owned, operated and maintained by Ob
City except that the full length of sewer services from the sewer main
or manhole shall be owned and maintained by the customer. All such City
lines shall terminate with a manhole.
1). By these presents, Developer hereby transfers to the
City, the title to the water distribution a nd sewer collection systems
to be installed pursuai it to this Agreement, such .conveyance to take
effect without further action upoi.i the completion and acceptance by City
of said installation. As further evidence of said transfer of title,
upon completion of tile installation and acceptance by the City,
Developer will provide. City *with a Bill of Sale or Warranty Deed
describing all properties transferred and dedicated to the City by tile
Agreement.
11. Developer shall pay .the City upon, execution of this Agreement
the sum of .10� per water connection per
equivalent residential connection (ERC) as an advanced deposit to cover
engineering, plan review, inspection, test, legal and administrative
expenses of City in connection with this Agreement. Developer shall
also pay to City upon execution of this Agreement the sum of
per sewer connection per ERC as an advanced
deposit to cover engineering, plan review., inspection' tests, legal and
administrative expenses of City in connection with this Agreement. The
charges for engineering and legal expenses and for engineer's inspection
and plan review. fee for non-residential units shall be based upon
estimated cost to City Actual cost will be determined and a refund or
additional charge will be made for the difference between the advanced
deposit as calculated above and actual costs.
City agrees to provide water and sewer , service . to the
Developer's property in consideration for plant capacity charges, fees
and other charges to be paid by Developer as follows:
A. A water plant capacity charge at the rate of
$10.00 per fixture unit. Such charges shall be due and payable as
provided in paragraph 12.
B. A sewer plant capacity charge at, the rate of
onethousand thi-rty five dollars ($ 1,035.00 per single
family unit. Such charges shall be due and payable as provided in
paragraph 12.
C. A sewer plant capacity charge for any commercial
customers on the land as described above at. the rate of
Such charges shall be due and payable as provided in paragraph 12.
-7-
D A meter installation fee to cover meter cost and meter
installation (but not including curb stop or meter box) according to the
City's service availability policy at the time of installation which
$85.00 7)er 3/411 x S/811 meter
currently is
E. If available, construction water will be charged to
building based oil metered usage in accordance with current rates.
F. Hydraulic share of main extensions payment or refund.
1. Developer recognizes that water or sewer utility
service to the Developer's property.. is pr(?vided by the use of a m�in
extension and other improvements constructed by a prior developer and
that Developer is obligated to refund a said prior developer Developqr's
share of the cost of said main extension or other improvements.
Accordingly, Developer shall pay its pro rata share of the cost of said'
main extension or other improvements to City. Said pro. rata share shall
ba Inised oil Developer's percentage of the hydraulic capacity of said
extension or other improvements. For the purpose of this Agreement, the
cost of Developer's said hydraulic share shall be
payable upon execution' of this 'Agreement.
2. With respect to utility facilities installed by
Developer to which future developers connect directly, and in
consideration for monies expended by Developer toward said facilities,
City shall refund to Developer, or Developer's successors or assigns,
solely from monies collected from said future developers, said future
developer's pro rata share of tile cost of said facilities. Said refunds
shall be calculated oil the basi.s of the 1Pydraulic capacity and demand of
said future developer whenever feasible. The refund obligation of City
hereunder and the benefits to Developer related thereto shall expire,
five (5) years from the date of execution of this Agreement. Said
refund shall be made to Developer within sixty (60) days�-of the receipt
of payment by City from a. future developer. Refer to 'addendum if
applicable..
G. Payment of service availability cha�rges and other
additional aids in construction for. . .
at a cost of $
12. All char'ges to Developer shall be paid by Developer to the
City in accordance with the following formula and procedures:
A. The advance deposit for engineering, administrative and
legal fees and the inspection and plan review fee upon the execution of
this Agreement, a total of
and
B. Water plant capacity charge upon the execution- of this
Agreement, a total of $300.00
and
C. Sewer plant capacity charge upon the execution of this
Agreement, a total of .. . . . . . . .$1,035.00
and
D. Meter installation fee according to the City's service
availability policy at time of installation which currently is
$85.00 per- 3/4 11 meter
upon
application for hook-up of individual lots, apartments, multi-family
lots or units; and
E. Construction water based on meter readings in accordaii.ce
with City's rate schedule; and
F. Hydraulic share payment, in accordance, with paragraph
11F-1 of this Agreement upon execution of this Agreement, in a total
amount of'$ . . . . . . . . . . . . . . . . . and
G. Service availability charges and other additional aids in
construction in accordance with paragraph 11 G of this Agreement in a
total amount of '$ . . . . . . . . . . . .
payable . . . . . .
If. Any plafit capacity charges, fees, or other charges due to
City are intended to assist - in defraying costs as to offsite facilities
and in no way are to be considered a payment toward the cost of onsite
water distribution and onsite sewage collection systems which costs are
to be borne by Developer.
13. City agrees to connect individual buildings and structures on
the developed property upon application by the builders, plumbers or
individual owners subject to the operating rules and regulations of the
City and payment of all fees and charges in effect on date of
application and compliance by Developer with all provisions of this
Agreement.
14. The charges, costs and fees for any separate emergency fire
protection water systems. for subject project will be subject to
negotiations between City and Developer. If buildings of more than two
stories are a part of. the project, Developer shall furnish at its
expense water pumps and other appurtenances as necessary for pumping
water above.
15. All plant capacity and service availability charges, fees and
.other charges as outlined above are based on normal domestic sewage
defined herein as containing not more than three hundred (300) parts per
million biochemical oxygen demand or three hundred (300) parts per
million suspended solids. Whenever water which contains more than these
amounts is to be admitted to the sewers, both the City and the pollution
control agencies must specifically agree to the connection. An
additional charge will be calculated in direct proportion to strength at
seventy-five cents ($0.75) for each part per million of either
biochemical oxygen demand or suspended solids over three hundred (300)
parts per million. All such connections shall provide for a suitable
point for the waste to be sampled by the City or the regulatory
agencies. An additional chaIrge equal to the pro rata share of ally
additional sewage treatment plant costs above ninety percent (90%)
treatment, and of the cost of any additional required outfall pipes to
may be required by city.
Develol)er shall have the right at all reasonable times to inspect the
invoices of the City in order to determine that said funds have been
properly expended by City pursuant to this paragraph.
16. Developer warrants that it is the owner of or the holder of a
binding contract to purchase the fee simple title of the real estate
described herein and further agrees to have all mortgages or other liens
subordinated to the terms of the Agreement and easements required herein
prior to any acceptance of tile kacilitic,s by the City'.
17. Upon application by owners, . builders or their authorized
representatives, the City agrees to connect the requested dwellings or
structures oil the said property at no additional connection fee (i.e. ,
in addition to those provided for above in this Agreement) , but subject
to the continuing operating rules and regulat ions of tile City including,
without limitation, the periodic payment of tile water usage and sewer
usage charges in effect oil the date of such application or thereafter
reflected in the City's rate schedule.
18. This Agreement shall be binding upon and shall inure to tile
benefit of the Developer, City and their successors and assigns.
However, in tile event the Developer has not paid and delivered to the
City tile plant capacity and service availability charges, fees and other
charges provided to be paid to tile City by Developer under the terms of
Jhis Agreement, and all casement and conveyances required by this
Agreement, then this Agreement shall. no.t inure to the benefit of tile
successors or assigns of tile Developer.
19. It shall be the responsibility of Developer to locate for
builders any water and sewer taps or lines necessary In conlunctioll with
residential or commercial construction.
20. Unless the damage to any onsite Improvements are the result of
. tile negligence or willful act of the City, its officers, or employees or
authorized agents, the owner or Developer of such property upon which
the damage occurs shall be responsible for the payment to the City of
such damage to City's propeirty in.cluding all i,lecessary and reasonable
repairs which must be. made by the City or independent contractors
engaged by the City to effect such repairs. If the owner or developer
of the real property shall fail or refuse to pay costs of Euch necessary
and reasonable repairs to cure said damage within thirty (30) days from
the submission to the owner 'of a statement' for such charges, the City
shall . have a lien against such owner's or Developer's property
subordinate to those liens created by or under agreements of record
prior hereto, for the payment of such necessary and reasonable costs and
expenses for effecting such repairs and restoration to such onsite
facilities located upon the owner's or Developer's property. Notice of
such lien or claim on lien describing - the real property and the amount
owed may be filed within ninety (90) days of the date from the last date
upon which any such repairs or restoration were made by the City or its
authorized representatives. Thereafter, the City shall be entitled to
bring an action for the foreclosed under the laws of Florida.
21. Prior to final acceptance of the utility and other public
facilities improvements by �he City the following requirements must be
met at Developer's expense:
A. If the property is platted, one copy of t.he recorded plot
shall be furnished to tile City. *
B. "As built" drawings of utility improvement shall be
furnished one week prior to final inspection. "As built" drawings shall
be certified by a registered eng!I neer with the cost being borne by the
Developer. Two mylar and three printed copies of said drawing shall be
furnished to City*
C. All lot corners shall be properly marked so that utility
company or its engineer can, upon receipt of "as built" drawings, verify
the marked water and/or sewer services Lis to location and depth. I n
addition, for purposes of locating and protecting installed service
lines and valves Developer or his contractor shall mark each service
line and all valves with an eight (8) foot pressure treated wooden post
in the manner as shown on the design drawings and specifications.
Developer's contractor is required to install curb stop, meter box and
Yalve box on each water service and valve as shown on design drawings.
U. All water and sewer services and valves shall be marked
on the street curb by .etching Into the concrete or If no curbing is
available, a two (2) inch square metal tag is to be nailed to the
street's pavement and painted 'as. specified Pn design drawings,
U. Developer's contractor shall furnish a one (1) year
malaenance bond in the amount of l00% of tile cost of the facilities
Installed. The bond may be in the form of cash, surety' bond, or
irrevocable letter of credit, tile terms of which will indemnify and save
harmless the Citk from any loss, 4amages, costs, claims, suits, debts or
demands by reason of defects lit the workmanship or materials used in tile
facilities discovered within a period of one year from and after tile
date of acceptance by the City of the facilities. .
F. A Bill of Sale for facilities from the Developer to City.
G. Conveyance of easements as required under this Agreement.
11. A deed for aity and all land on which lift stations or
water stations or othe.r improvements if required by City.
1. The title evidence, mortgage , releases and mortgage
subordinations. as required in this Agreement.
J. For onsite . and offs1te cotistruction provide City all
accounting of the actual costs (schedule of values) And releases of
liens from utility contractors in such detail as the City requires.
K. City shall have the right to refuse to accept title to
Developer's construction until Develo er's construction has passed
certain tests, including, without limitation, closed circuit television
inspection of the gravity sewer lines, witnessed by d Ci ty
representative, to determine whether t1te Developer's construction is
constructed in accordance with the approved engineering plans and
specifications. Said tests' may be performed at -I east three (3) time�:
the first test upon completion of the systei,n; the second test upon
completion of all building, roads, paving, drainage, and all
construction within the r.ight-of-way easement area of adjacent areas. A
third test shall be required if tile City deents It necessary within a one
(1) year period after acceptance.
L. Letters of acceptance from' the appropriate regulatory
agency for the water and/or sewer system, are required prior to final
inspection.
M. A copy of the certified water pressure test and force
main test as applicable.
N. The certification by tile design engi neer that tile system
was constructed as designed is required prior to final acceptance.
0. Pump performance test oil pumping stations if applicable.
22. All notices that may or must be given under this Agreement
shall 'be in writing and shall be valid if mailed, by United States
registered or certified mail, postage and charges prepaid from addressed
as follows:
To Developer.:
To City of Atlantic .Beach
City Manager
716 Ocean Boulevard
Post Office Box-25
Atlantic' Beach, Florida 32233
IN WITNESS WHEREOF, the parties hereto have executed this Utility
Agreement the day and year first written above.
Signed, sealed and delivered
in the presence of:
DeiTeloper W—Itness
City o Atlantic Witness
- 14-
j
CITY OF ATLANTIC BEACH, FLORIDA
Approwd bV APPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19
IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
ELE RICAL FIRM: I&ER ELECTRICIAN RldNATURE JOURNJYMAN
NAME&9eQ2 ADDRESS: U-46- 1'lZ"V-1X �Qifhtk4 RFD—BOX—
BLDG.SIZE BETWEEN:
RES.( ) APT.( COMM.(-r"" PUBLIC( INDUS. NEW( -1--' OLD( REW.
ADDITION( TRAILER ( TEMP.I SIGNS ( SO.FT.
SERVICE: N (4-"" INCREASE f REPAIR ( FEE
CONDUCTOR SIZE AMPS.2,90 COPPER I ALUM. (-,/
SINITCHORBREAKER AMPS PH J/ W VOLT RACEWAY
EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY .
,FEEDERS NO. SIZE IND. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
1 0.30 AMP 31-100 AM
SWITCHES
INCANDESCENT
FLUORESCENT&M.V.
FIXED 0.100 AMPS. OVCR
APPLIANCES —1 1 1 BELL TRANSF.
AIR H.P.RATING H.P.RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT
0-1 OVER
MOTORS H.P. VOLTAGE PHS NO. I N.P. VOLTAGE PHS
*NFEEMVE-06us
TRANSFORMERS: UNDER 600 V. OVER 600 V.
NO. KVA. I NO. lKVA
NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER
EACH SIGN
FORWARDED
TOTAL FEE'S
CITY OF
/*&at& Vead - 7&oreoa
716 OCEAN BOULEVARD
P.0.BOX 26
ATLANTIC BEACH,FLORIDA 32233
TELEPHONE(904)249-2395
DATE:
PRE-SERVICE DIVISION
JACKSONVILLE ELECTRIC AUTHORITY
233 WEST DUVAL STREET
JACKSONVILLE, FLORIDA 32202
THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE
SATISFACTORY:
--------------------
,7q(7(o Cual)4_ &ud- ----------- ---------
1,31 00 o do a 6,6. CK_4�
7--------------------------------------------
-------------------------------------------------
SINCERELY,
BUILDING INSPECTION DIVISION
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