HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY:
DATE FILED: I
PLAN REVIEW FEE: RECEIPT NO.:
CONCURRENCY FEE. RECEIPT NO.:
PERMIT NUMBER
CERT. CAP. NO.:
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
A BUILDING & CODE REGULATIONS DIVISIO
SCANNED 2300 Virginia Avenue
BY Ft. Pierce, FL 34982-5652
i
St. Lucie County 7724162-1553
APPLICATION for BUILDING PERMIT
CERTIFICATE of CAPACITY/ZONING COMPLIANCE
I. LOCATION/SITE ADDRESS: S
2. PROJECT NAME:SUfgc*all SP@�
3. PROPERTY TAX ID It: 34
4.
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9.
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PROJECT INFORMATION
s SITE PLAN NAME:
� Surgical Speci alists
LEGAL DESCRIPTION (attach extra sheets if necessary): pj a+' n`' "
thjn..Lot9,Block4,
PLAT BOOK 1 6. PAGE NO. 41 7. BLOCK NO. 4 8. LOT NO. 9
PARCEL SIZE (ACRES/SQFT.): 2.46 Acres LOTDIMENSIONS: 232.16x330.00x232.06x330.00
COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY. _
_ _ GotNSToaAt^'SiotJ vF
Dat✓tgs-�6v� fcnit�..>s�m�, % C1:ea�a.E.F�aY (tu�l%LhA'1bQ �nD tnl��.Jtti
SETBACKS (ACTUAL) FRONT. 97.29 BACK: 32.85 RIGHT SIDE: 44.33 LEFT SIDE: 193.00
TYPE OF CONSTRUCTION (Check all appropriate boxes)
[X] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [, ] INTERIOR RENOVATION
[ ] RESIDENTIAL [X] COMMERCIAL [ ] INDUSTRIAL
[ ] OTHER (SPECIFY) /
l3. DESCRIPTION OF PROPOSED USE: Sur(
bvv,pA'Taw
— -=14.--_SQ.FTOF_CONSTRUCTION:_ --'--- -
Center
paa `'� `z•. srt
— _— 15._.SF. FT_Ist FLOOR
-t Dd
16:-- VALUE OF CONSTRUCTION: $_, __ __ kt.-OZ.3
The value of construction is used to determine the amount of permit fees to be assessed. SL Lucie County reserves the right to question end/or modify the indicated
value of construction ifit is demonstrated that the submitted figures arc not consistent with similar types orconstruction activities. If the value is S2500 or more, a
RECORDED Notice of Commencement must be submitted with this application.
SLCCDV Form No.: 001-02
UPDATED 6/25109
OWNER INFORMATION
NAME: Surgical Specialties of St. Lucie Countv. LLC
ADDRESS: 4632 South 25th Street
CITY: Fort Pierce STATE: Florida ZIP: 34981
PHONE (DAYTIME): 7( 72) 464-9595 Email:
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE
FILL IN NAME AND ADDRESS BELOW.
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME): (�
ZIP:
CONTRACTOR INFORMATION
ST. of FL REG.CERT #: CGC 019761 ST. LUCIE COUNTY CERT #:
BUSINESSNAME: J. McLauchlin & Company
QUALIFIERSNAME: Ben G. McLauchlin
.ADDRESS: 3019 SW 27th Avenue, Suite 102
CITY: Ocala STATE: Florida ZIP: 34471
PHONE (DAYTIME): 3( 52) 873-3900 FAx NO. (352)873-0755 Email:dbl owers@mcl auch1 in. com
Dean Blowers
ARCHIT/ENGINEER Gordon & Associates
ADDRESS: 3787 Lake Center Drive
CITY: Mount Dora STATE: Florida ZIP: 32757
PHONE (DAYTIME): L5_� 383-6505
BONDING COMPANY: N/A
ADDRESS:
CITY:
- — =MORTGAGE -LENDER:-
ADDRESS:
CITY:
STATE:
- STATE:
ZIP:
ZIP:
IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification
it will be voided and returned to you by mail.
TIFICATION:
This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity,
if applicable, for the permitted work. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all
work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that separate permits
may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS,
AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application.
St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such
structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply.
The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory
structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non-
residential use.
NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO
ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN
GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO
THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT.
��-���
OWNER OR CONTRACTOR SIGNATURE CONTRACTOR SIGNATURE
STATE OF FLORIDA
COUNTY OF Marion
The foregoing instrument was acknowledged before
me thisCEIL&day of_ Qs 2010
by Ben G. McLauchlin
who is personally known or has produced
identification.
STATE OF FLORIDA
COUNTY OF Marion
The foregoing instrument was acknowledged before
me thi4 ±day of 20 10
by Ben G. McLauchlin
who is personally known r.-**' or has produced
as identification.
orgnamre;oCeroraey�=r __ - -- —_ _—_ _—�—�ignarure of nomr
CommissioC.K.DUKES
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`�RP•;l:'¢ arnderllw Notary PuhOCUMenmtea
NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR
THIS BUILDING PERMIT AS AN OWNERIBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN
THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF TH IS APPLICATION.
OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALLOWNER/BUILDER APPLICANTS.
For specific instructions see appropriate permit checklist.
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DATE SENT TO ADDRESSING- /
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•
13W Virginia Ave
Fort Pierce, FL 24982
772-462-2172 Fax 772-462
CERTIFICATE OF TERMITE TREATMENT
CONSTRUCTION SOIL TREATMENT
PERMIT #: SI-t— I104-ot
BUILDER/CO.NTRACTOR:
PEST CONTROL CONTRA
PEST CONTROL LICENSE
VA the undersigned, hereby certify that we have pretroated the above
subterreneanbarrtftites in accordance with the standards of the Nafiord
Square feet if area treated: 9,*2L/-- Chemicals usedz
Percentage of solution: dSi'o Total gallons used
Date of Treatment: 8%1/ Time of Treatment:
Footing S 1 a b
i't Treatment I" Tre
Re -Treat Re-Tre
Driveway P o o t s
_V Tmatment I Tre
Treat ,,�tnn Re-Tre.
O t h e r AC f oft,�?rila/y P e r i m e t e r for
Ist Treatment
Re -Treat .
Slanature of
Note: There must be a odmpleted farm for each required treahnentor
site to be pbW up by the inspecwet him® death inspection orthe a
fee Charged.
FBC104.2.6 CehtfrcateofAoteelfva
A
CartlNoatosh4provide the productUX4 tdentlfyof the epprtcatV,, ume srrd,
- - - heated, dramia j=d,_pe=maoncgntm ionand numborofgatfons Le %. to
pmtedfveheatmenL rrttmsit7dmffifmibarmrmothodtwtemritopmvurTtk
be mmptoted prhrfo final twffdngappwvat
St laio7e County requires for the final inspection for CO, a
dbed construction for
Control Association.
!hi& fOmt must lean ffte fob
art wM fall and a ro4nWr6W
eamerresistantP&W postm bowl
vteave,&Wbrrent Is
bw7dngpormr_tMao, ._TheTmabnent _
re ofthe treatment, SKe kacaBwR B/ea
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is u$vd, Gnate�dBriprO�aurrelttattaH
ANDERSEN ANDRE CONSULTING ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone: 772-807-9191 Fax: 772-807-9192
www.aaceinc.com
FIELD DENSITY TEST REPORT
PROJECT: St. Lucie Surgery Center
FILE NO: 11-111
REPORT NO: 5
REPORTED TO: J. MCLaUchlin & Company
-
PERMIT NO. SLC 11-040045
,t
CC:
DATE OF TEST(S): 811712011
PAGE NO: 1 OF 1
TEST NO.
Generator and Dumpster Pad Subgrade
MDR
NO.
MOISTURE
CONTENT %
DRY
DENSITY
PERCENT
COMPACTION
DEPTH
LOCATION
1
Generator Slab:, TN & 4'W of SEC of Pad
1
10.5
101.0
98
0 to -1' FS
2
Dumpster Pad: 2'N & VE of SWC of Pad
1
8.2
100.3
97
0 to -1' FS
3
Dumpster Pad: 12'N & VE of SWC of Pad
1
12.7
101.8
98
0 to -T FS
4
Dumpster Pad: 5'S & 5'W of NEC of Pad
1
6.1
100.5
97
0 to -1' FS
• DENOTES IN -PLACE DENSITYTEST DOES
NOT MEET MINIMUM COMPACTION REQUIREMENT OF 95 PERCENT.
•• RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS PER SPECIFICATIONS
FIELD TEST: r, ASTM D-2937 r ASTM D-2922 i— ASTM D-2167 r ASTM D-1556
TECHNICIAN: RL
REMARKS:
LABORATORY MOISTURE -DENSITY RELATIONSHIP
F=SOIL DIRECTLY BLOW FOOTING FS=FLOOR SLAB SUBGRADE
OPTIMUM
MDR NO. ASTM MAX MOISTURE
TEST METHOD DENSITY CONTENT
GA= SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION
PSSG= STABILIZED SUBGRADE PB=PAVEMENT BASE
RS=ROADWAY NSSG= NON STABILIZED SUBGRADE
1 D1557(T180 103.5 PCF 13.2 %
SBP = SOIL BELOW PAVEMENT TOP = TOP OF PIPE
--- -- _-- - ---- -
BOP=BOTTOM OF PIPE BOB=BOTTOM OF STRUCTURE
OTHER:
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
AS MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AWHORIzATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
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JOSEPH E. SMITH, CLEPW nr THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE k 3555514 OR B( -'�9264 PAGE 1360, Recorded 01/28/2011f 01:14 PM
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AMw: 3019 SW UthAve.. Ora1a. FL Ih4 S.gbU•Do�.•b3 T. Folu N
P ENo.' 1009-0139
NOTICE OF COhIMFNCEM EM
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Exhibit A
Legal Description
Project Name! Surgical Specialists of St. Lucie County
Parcel I.D. # 3415-800-0002-000-3
A PARCEL OF LAND LYING WITHIN LOT 9, BLOCK 4, PLAT OF 'MODEL LAND
COMPANY'S' LOCATED IN SECTION 15, 36 SOUTH,
40 EAST, ST.SUBDIVISION LUCIE COUNTY, FLORIDA AS RECORDED IN PL�ATIBOOK 1, PAGE 41RANGE
THE PUBLIC RECORDS OF ST. LUCIE COUNTY FLORIDA.
STATE OF FLORIDA
ST. LUCIE COUNTY
Property Appraiser - St.Lucie 0_^ mty, FL Page 1 of 1
PROPERTY RECORD CARD
Surgical Specialists Real Estate Holdings
LLC Record: 1 oft «Pmv Next» Spec.Assmnt
Property Identification
Taxes Exemptions Permits Home Print
Site Address:
6830 S US HWY 1
ParcellD:
3415-800-0003-000-0
Secrrown/Range:
15:36S:40E
Account*:
175206
hP
Map ID:
34/15S
Land Use:
Vac Com Cond
Zoning:
CG
City/Cnty:
St Lucie County
II
La ;....�.
Ownership and Mailing
Legal Description
Owner.
Surgical Specialists Real Estate Holdings -
DEEJ COMMERCE CENTER (OR 2950-2762) UNIT 3 (OR 3148-1023)
LLC
Address:
4632 S 25th St
Fort Pierce FL 34981
Sales Information
Assessment 2010 Final Total Land and Building
Date Price Code Deed
Bcok/Page
2010 Final: 351100 Land Value: 351100 Acres: 1.61
10/2/2009
440000 0001 WD
3148 / 1023
Assessed: 351100 Building Value: 0
Ag.Credit: 0 Finished Area: 0 SgFt
Exempt:
Taxable:
Taxes: 7297.35
F s r
Nam k:etc,h
wall V 4i I:
Exterior Features
View:
-
ExtType:
-
Grade:
-
StoryHght:
-
Interior Features
BedRooms:
0
FullBath:
0
1/2Bath:
0
%A/C:
0
Special Features and Yard Items
Type Y/S
Qty. Units
BUILDING INFORMATION
RoefCover:
YearBlt:
EffYtBIC
No.Units:
Electric:
HeatType:
HeatFueb
%Heated:
Qua]. Cond. Walt.
�o; Irn;age
x `�vail�.r�1
RoofStmct:
Frame:
PrimeWall:
SecWall:
PrmintWall: -
AvgHt/F1:
- Prm.Flors: -
0 %Spdnkled: 0
Land Information
No. Land Use Type Measure Depth
1 1004-Vac Cam Cond XI -Sq Feel 70219
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.pasle.org/prc.asp?prelid=341580000030000 4/8/2011
d, DUMPSTER AND GENERATOR PAD STRUCTURAL NOTES e �/ � L y
a 1. SENEHAL
1.1.STRUCWORK SHALL BE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE WITH 2O09 AMENDMENTS, AS ADOPTED AND
SUPPLEMENTED
D BY LOCAL ORDINANCES.
1.2.VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION. NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR
INCONSISTENCIES.
1.3.DO NOT SCALE DRAWINGS.
1.4.SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR MISCELLANEOUS STEEL ITEMS NOT SHOWN HEREON.
1.5.SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR ANCHORED, SUPPORTED AND EMBEDDED ITEMS THAT AFFECT THE STRUCTURAL WORK.
2.DESIGN DATA AND CRITERIA
2.1.WIND LOADS:
2.1.1. CODE: ASCE7-05
2.1.2. (SEE COMP. AND CLAD. TABLE FOR DESIGN CRITERIA)
2.1.3. WIND VELOCITY: 140 MPH (REQUIRED BY OWNER)
2.1.4. IMPORTANCE USE FACTOR: 1.15 (CATEGORY IV)
2.1.5. ENCLOSURE TYPE: OPEN
2.1.6. EXPOSURE TYPE: C
2.2. ALLOWABLE SOIL PRESSURE 2500 PSF (PER REPORT BY ANDERSON ANDRE CONSULTING ENGINEERS, INC.)
3.FOUNDATIONS
3.1.REMOVE ORGANIC MATERIAL AND UNSATISFACTORY SOIL FILL WITH CLEAN SANDY SOIL.
3.2. SOIL UNDER FOOTINGS AND SLABS SHALL BE PREPARED IN ACCORDANCE TO GEOTECHNICAL EXPLORATION REPORT BY "ANDERSON ANDRE '
CONSULTING ENGINEERS, INC., (FILE NO. 09-140, DATED MAY 14. 2009)
3.3. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE.
4.CONCRETE UNIT MASONRY (DESIGNED PER AC1530.1-05/ASCE6-02/TMS 602-02)
4.1.CONFORM TO THE ACI 530.1-99/ ASCE 6-99/ TMS 602-99 CODE: SPECIFICATION FOR MASONRY STRUCTURES. PROVIDE CLEANOUTS AND PLACE i
GROUT AND MASONRY PER PART 3 - EXECUTION.
4.2. PLACE GROUT IN LIFTS NOT EXCEEDING 5 FEET.
4.3. PLACE CLEANOUTS IN THE BOTTOM COURSE OF MASONRY FOR EACH GROUT POUR, WHEN THE GROUT POUR HEIGHT EXCEEDS 5 FEET.
4.4. DO NOT POUR GROUT FROM A HEIGHT EXCEEDING ACI 530.1 REQUIREMENTS (TAB 4.3. . !
4.5. PROVIDE MATERIALS CONFORMING TO THE FOLLOWING SPECIFICATIONS: �I"may` ST. LUCIE COUNTY
• 4.5.1. MASONRY UNITS: (1'm - 1500 PSI) 7S BUILDING DIVI N
4.5.1.1.1. SPECIFICATION: ASTM C90 (HOLLOW LOADBEARING CMU)
4.5.1.1.2. COMPRESSIVE STRENGTH: 1900 PSI AT 28 DAYS (NET AREA)
•+ 4.5.2. MORTAR:
4.5.2.1.1. SPECIFICATION: ASTM C270 REVIEWED BY
'4 4.5.2.1.2. TYPE M OR S DATE
4.5.2.1.3. COMPRESSIVE STRENGTH: 2500 PSI AT 28 DAYS PLANS ND PERMIT
4.5.3. GROUT FOR FILLED CELLS:
4.5.3.1.1. SPECIFICATION: ASTM C476 MUST B PT ON JOB OR
4.5.3.1.2. COMPRESSIVE STRENGTH: 2500 PSI AT 28 DAYS NO INSP TON WILL BE MADE
4.5.3.1.3. SLUMP: BETWEEN 8' AND 11'
4.6. REINFORCE WALLS WITH GALVANIZED TRUSS -TYPE REINFORCEMENT EQUAL TO STANDARD DUR-O-WAL IN BED JOINTS AT 16 O.C. MEASURED
VERTICALLY U.N.O. PLACE PER MANUFACTURER'S RECOMMENDATIONS. EXTEND INTO COLUMNS.
4.7. SEE WALL LEGEND(S) ON PLANS INDICATING PLACEMENT OF VERTICAL REINFORCEMENT IN GROUT FILLED CELLS OF CONCRETE BLOCK WALLS.
VERTICAL REINFORCEMENT AT GROUT FILLED CELLS SHALL BE DOWELED INTO BEAM OR FOOTING BELOW. BAR SHALL BE CONTINUOUS AND LOCATED IN
CENTER OF CELL. CONTINUE DOWEL PLACEMENT UNDER AND OVER WINDOW AND DOOR OPENINGS.
4.8. AT FILLED CELLS, LAY UNITS WITH FULL BED JOINTS AROUND CELLS.
&CONCRETE AND REINFORCING (DESIGNED PER ACI 318-02)
5.1.CONCRETE WORK SHALL CONFORM TO ACI SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301 - MOST CURRENT EDITION).
5.2. CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 5' AT POINT OF DELIVERY, OR 4' BEFORE A TYPE I OR II WATER REDUCING ADMIXTURE IS ADDED
AND MAX. OF 8' AT POINT OF DELIVERY AFTER ADMIXTURE IS ADDED.
5.3. CONCRETE OLDER THAN 90 MINUTES FROM TIME OF BATCHING SHALL NOT BE PERMITTED FOR STRUCTURAL WORK.
5.4. CAST -IN -PLACE CONCRETE 28-DAY COMPRESSIVE STRENGTHS SHALL BE AS FOLLOWS, EXCEPT AS NOTED:
5.4.1. FOUNDATIONS 3000 PSI
5.4.2. SLABS ON GRADE 3000 PSI
5.5. PROVIDE CONCRETE -COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS OTHERWISE NOTED:
5.5.1. SLABS ON GRADE 3/4'
5.5.2. FOOTINGS 3.
5.6. REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS:
75.6.1.- REINFORCEMENT BARS:_ _ _ ASTM A-615, GRADE 60, LATEST REVISION
5.6.1 WELDED -WIRE FABRIC (WWF): -- -ASTM A-185. LATEST -REVISION-
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DUMPSTER ENCLOSURE PLAN
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5.7. PROVIDE PLASTIC TIPPED BAR SUPPORTS IN ACCORDANCE WITH THE ACI DETAILING MANUAL, ACI 315, LATEST -REVISION.__„_
5.8. SLABS AND FOUNDATIONS SHALL HAVE NO HORIZONTAL JOINTS. STOPS IN CONCRETE WORK SHALL BE MADE WITH VERTICAL BULKHEADS.,-
5.9. LENGTH OF LAP SPLICES AND BAR EMBEDMENT SHALL BE 40 BAR DIAMETERS UNLESS OTHERWISE NOTED.
5.10. PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL STEEL AT CHANGES IN DIRECTION OF CONCRETE FOOTINGS, WALLS AND TIE
BEAMS. 5_ CONCRETE SLAB
NOTE: SEE CIVIL DRAWINGS FOR LOCATING DUMPSTER ENCLOSURE AND GENERATOR PAD. ON GRADE
SEE CIVIL, ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR MISCELLANEOUS ITEMS NOT SHOWN. W/ W1.4xW1.4-6x6
W.W.F.
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
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SEE PLAN NOTES O.C. VERITCALLY
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PROJ N0: AE08-046.07
CAD FlLE: SK04
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