124 Commerce Way - BC05-003740 (HUTCHINSON AUTOMOTIVE) (ADDITION) (A)PERMIT ADDRESS
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PHONE NUMBER
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PROPERTY OWNER \ V
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTO
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
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SUBDIVISION
PERMIT # DATE
PERMIT DESCRIPTION 1. c
PERMIT VALUATION �� V
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EMAIL: drodd1@mckeeconstructionco.com
Florida License CBC 048972
By,
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OB+ARCHITECTURE INC
100 EAST PINE STREET, SUITE 201
ORLANDO, FLORIDA 32801
PH: 407.650.3735 FAX: 407.650.3736
FLORIDA LICENSE NUMBER AR0017726
REVISIONS & SUBMISSIONS
DATE
DESCRIPTION
07/21/2005
PERMIT SET
PROJECT
HUTCHINGS
AUTOMOTIVE
ADDITION,
124 COMMERCE WAY
SANFORD, FLORIDA 32771
SHEET TITLE
0
PLANS REVIEWED r
afy of SANFORD
PERMIT
COVER SHEET
PRINT DATE: 07/21/2005
SHEET NUMBER
CVR
PROJECT NO: AD -2005-23
DRAWN: JLP / SRR
CHECKED: RAG
LAYER MANAGER: CVR-CODE
SHEET SET: CVR-CODE
OB+ARCHITECTURE INC
100 EAST PINE STREET, SUITE 201
ORLANDO, FLORIDA 32801
PH: 407.650.3735 FAX: 407.650.3736
FLORIDA LICENSE NUMBER AR0017725
REVISIONS & SUBMISSIONS
DATE
DESCRIPTION
07/21/2005
PERMIT SET
PROJECT
HUTCHINGS
AUTOMOTIVE
ADDITION
124 COMMERCE WAY
SANFORD, FLORIDA 32771
SHEET TITLE
FLOOR
ROOF PLAN
PRINT DATE: 07/21/2005
SHEET NUMBER
PROJECT NO: AD -2005-23
DRAWN: JLP / SRR
CHECKED: RAG
LAYER MANAGER: CVR-CODE
SHEET SET: CVR-CODE
WEATHER STRIP
ALUMINUM THRESHOLD
HANDICAP ACCESSIBLE
SEE DOOR SCHEDULE
CONCRETE WALK OR ASPHALT
PAVEMENT SLOPE DOWN AWAY
FROM BUILDING @ .24" PER FT.
x
Q MAX.
`y SLOPE DOWN
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SCALE: 3" = 1'-0"
3/4" = 1 ' 0"
COLUMN PAD) BEYOND
SEE FOUNDATION PLAN AND DETAILS
SCALE: 3"= 1'-0"
IE HEIGHT
-4"
JM GUTTER
\NNEL
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FINISH FLOOR
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CONT. CAULK c
DOOR GUIDES
HOLLOW METAL FRAME AND DOOR PEMB
SEALANT
3" METAL BUILDING INSULATION
WHERE OCCURS
METAL BUILDING PANEL
GUTTER AND DOWNSPOUTS —
26 GAUGE METAL WALL PANELS
42" HIGH CHAIN LINK
GUARD RAIL AT TRUCK
WELL RAMP
SCALE: 3"= 1'-0"
65"-0"
EXISTING BUILDING
SCALE: 3"= 1'-0"
1
12
� 1(MATCH
`17 — . _ EXISTING SLOPE) ;
GUTTER AND DOWNSPOUTS
26 GAUGE METAL WALL PANELS
OVERHEAD DOOR
42" H. CHAIN LINK GUARD RAIL
DOCK BUMPERS
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SURFACE -MOUNTED EDGE
i OF DOCK LEVELER
20'-011
TRUCK WELL - NEW CONSTRUCTION
• •
L 20'-0" L 65-011
NEW CONSTRUCTION EXISTING BUILDING
R ELEVATION (NORTH)
(ypR,EEA/8„ = 1,-,-0))
E D C B A
OPENING
BEYOND
26 GAUGE METAL ROOF SYSTEM
GUTTER AND DOWNSPOUTS
26 GAUGE METAL WALL PANELS
OVERHEAD DOOR
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MCK&D
CONS!RUCTION CO.
GENERAL CONTRACTORS
•1 MONROE 'D
SANFORD,
PH 407 323 1150
FX 407 323 • 1.
ikkuk
Florida License CBC 048972
OB+ARCHITECTURE INC
100 EAST PINE STREET, SUITE 201
ORLANDO, FLORIDA 32801
PH: 407.650.3735 FAX: 407.650.3736
FLORIDA LICENSE NUMBER AR0017725
REVISIONS & SUBMISSIONS
DATE
DESCRIPTION
07/21/2005
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PROJECT
HUTCHINGS
AUTOMOTIVE
ADDITION
124 COMMERCE WAY
SANFORD, FLORIDA 32771
SHEET TITLE
EXTERIOR
1LEV
WALL SECTION.,
DETAILS
PRINT DATE: 07/21/2005
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PROJECT N0: AD -2005-23
DRAWN: JLP / SRR
METAL
LAYER MANAGER: CVR—CODE
SHEET SET: CVR—CODE
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SCALE: 3"= 1'-0"
65"-0"
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SCALE: 3"= 1'-0"
1
12
� 1(MATCH
`17 — . _ EXISTING SLOPE) ;
GUTTER AND DOWNSPOUTS
26 GAUGE METAL WALL PANELS
OVERHEAD DOOR
42" H. CHAIN LINK GUARD RAIL
DOCK BUMPERS
El I
SURFACE -MOUNTED EDGE
i OF DOCK LEVELER
20'-011
TRUCK WELL - NEW CONSTRUCTION
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NEW CONSTRUCTION EXISTING BUILDING
R ELEVATION (NORTH)
(ypR,EEA/8„ = 1,-,-0))
E D C B A
OPENING
BEYOND
26 GAUGE METAL ROOF SYSTEM
GUTTER AND DOWNSPOUTS
26 GAUGE METAL WALL PANELS
OVERHEAD DOOR
0
iiii/i//i/ilii/iiiiiiiii/i/i/i////////////////////////////////////////.
MCK&D
CONS!RUCTION CO.
GENERAL CONTRACTORS
•1 MONROE 'D
SANFORD,
PH 407 323 1150
FX 407 323 • 1.
ikkuk
Florida License CBC 048972
OB+ARCHITECTURE INC
100 EAST PINE STREET, SUITE 201
ORLANDO, FLORIDA 32801
PH: 407.650.3735 FAX: 407.650.3736
FLORIDA LICENSE NUMBER AR0017725
REVISIONS & SUBMISSIONS
DATE
DESCRIPTION
07/21/2005
PERMIT SET
PROJECT
HUTCHINGS
AUTOMOTIVE
ADDITION
124 COMMERCE WAY
SANFORD, FLORIDA 32771
SHEET TITLE
EXTERIOR
1LEV
WALL SECTION.,
DETAILS
PRINT DATE: 07/21/2005
SHEET NUMBER
A3*1
PROJECT N0: AD -2005-23
DRAWN: JLP / SRR
CHECKED: RAG
LAYER MANAGER: CVR—CODE
SHEET SET: CVR—CODE
i-\ ELEV.
SEE ARC14. DWG'S.
GIRT BY METAL BLDG.
SUPPLIER
PRE -FINISHED
METAL WALL PANEL
BY MTL BLDG. SUPPLIER
SEE ARCH. DWG'S.
/II x x x x 'v
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SCALE :3/4" = I'-0" 5-I
STEEL COL. 4 BASE PLATE
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METAL
05 NAI
SEE P
ELEV. 0'-0'
(2) #5
16'x16'
SEE FOOTING SCHEDU�-F—'\
FOR 51ZE 4 REINFORCING -
CENTER FTG. ON PIER (TYP.)
OgL ELEV. 20'-0"
�4
FOOTING SCHEDULE
MARK
51ZE
DEPTH
REINFORCING BOTT. BARS
REMARK5
UPI
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(2) #5
T/FTG. 0' -ID"
SAME AS FIN. FLOOR
WF2
2'-S'xCONT.
1'-0"
---------
T/FTG.(-) 4'-0"
SEE SEC. 4/5I FOR FTG. DIM.,
REBARS AND OTHER DETAILS
WF3
2'-5"xCONT.
1'-011
---------
PROJECT
HUTCHINGS
AUTOMOTIVE
ADDITION
COMMERCE WAY
SANFORD, FLORIDA 32771
O
PRINT DATE: 07/13/2005
SHEET NUMBER
S-1
PROJECT NO: AD -2005-23
DRAWN: MD / SRR
r
LAYER MANAGER: CVR—CODE
SHEET SET: CVR—CODE
F1
3'40"x3'40"
1'-5"
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F2
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F3
3'40"x3'40"
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DETAILS (TYP.) PRE-FINV
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COMPACTED TREATED FILL. TOP ELEV.
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STEM WALL TO BE 0
1=1 GROUTED SOLID
-III
S • 2'-0' O.C. VERT. BARS LAP 2'-8' =1 0
IF SAPERATE DOWELS USED '¢
TYP. 09 GAGE LADER TYPE JOINT
1i' EXP. JOINT U
REINF. (DURAWALL JOINT REINF-) MATERIAL
AT 16 1 O.C. 5' TRUCK WELL SLAB W/
03 BAR AT 12' O.C. PROJECT EXISTING BLDG.
8' CMU WALL EACH WAY At CENTER } SLAB EDGE / FOUNDATION WITH m
U WALL OF SLAB PRACED EXCAVATION, US1NG
SHEET PILING OR SIMILER MEANS.
V-4.1 g■ SUBMIT PILING SCHEME TO ARCH
+4 a 16' O. ENGINEER FOR THEIR REVIEW
TOP BARS
(2) 45 BARS him
04 a 12' O.C. U 0
1I -11 FOUNDATION PLAN SEAL
3" CL. 3 45 SCALE : 3/4".1'-0" MKT ENGINEERS
STRUCTURAL ENGINEERS
ENGINEERING BUSINESS #26349
(4) 05 BARB .-vii ,7 2265 LEE ROAD. SUITE 123
SECTION 4 �/ `" WINTER PARK, FL. 32789
TEL. -
SCALE :'/4" = 1'-0" S-1 (407) 628 8555
KISHORE D. TOLIA FAX (407) 644-6516
PHMSMN" NNGRUM No. 15022 MKT P R O D. No. 05333
STATE CE FLORIDA
OB+ARCHITECTURE INC
100 EAST PINE STREET, SUITE 201
ORLANDO, FLORIDA 32801
PH: 407.650.3735 FAX: 407.650.3736
FLORIDA LICENSE NUMBER AR0017725
REVISIONS & SUBMISSIONS
DATE
DESCRIPTION
07/13/2005
0
I
cV
p
a
PROJECT
HUTCHINGS
AUTOMOTIVE
ADDITION
COMMERCE WAY
SANFORD, FLORIDA 32771
O
PRINT DATE: 07/13/2005
SHEET NUMBER
S-1
PROJECT NO: AD -2005-23
DRAWN: MD / SRR
r
c�
4
5-I
(4)- 1'-0' FOOTIidCs.
STEPS 2'-0' APART
' FT"TEP
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OR CIVIL SITE PLAN B,
TRUCK WELL
ELEV. 0'-0'
FIN. GRADE MOND BEAM TYR. LOCK o
0 I
LO
STEM WALL TO BE 0
1=1 GROUTED SOLID
-III
S • 2'-0' O.C. VERT. BARS LAP 2'-8' =1 0
IF SAPERATE DOWELS USED '¢
TYP. 09 GAGE LADER TYPE JOINT
1i' EXP. JOINT U
REINF. (DURAWALL JOINT REINF-) MATERIAL
AT 16 1 O.C. 5' TRUCK WELL SLAB W/
03 BAR AT 12' O.C. PROJECT EXISTING BLDG.
8' CMU WALL EACH WAY At CENTER } SLAB EDGE / FOUNDATION WITH m
U WALL OF SLAB PRACED EXCAVATION, US1NG
SHEET PILING OR SIMILER MEANS.
V-4.1 g■ SUBMIT PILING SCHEME TO ARCH
+4 a 16' O. ENGINEER FOR THEIR REVIEW
TOP BARS
(2) 45 BARS him
04 a 12' O.C. U 0
1I -11 FOUNDATION PLAN SEAL
3" CL. 3 45 SCALE : 3/4".1'-0" MKT ENGINEERS
STRUCTURAL ENGINEERS
ENGINEERING BUSINESS #26349
(4) 05 BARB .-vii ,7 2265 LEE ROAD. SUITE 123
SECTION 4 �/ `" WINTER PARK, FL. 32789
TEL. -
SCALE :'/4" = 1'-0" S-1 (407) 628 8555
KISHORE D. TOLIA FAX (407) 644-6516
PHMSMN" NNGRUM No. 15022 MKT P R O D. No. 05333
STATE CE FLORIDA
OB+ARCHITECTURE INC
100 EAST PINE STREET, SUITE 201
ORLANDO, FLORIDA 32801
PH: 407.650.3735 FAX: 407.650.3736
FLORIDA LICENSE NUMBER AR0017725
REVISIONS & SUBMISSIONS
DATE
DESCRIPTION
07/13/2005
PROGRESS SET
PROJECT
HUTCHINGS
AUTOMOTIVE
ADDITION
COMMERCE WAY
SANFORD, FLORIDA 32771
SHEET TITLE
FOUNDATION
PLAN
DETAILS
PRINT DATE: 07/13/2005
SHEET NUMBER
S-1
PROJECT NO: AD -2005-23
DRAWN: MD / SRR
CHECKED: KDT
LAYER MANAGER: CVR—CODE
SHEET SET: CVR—CODE
45 a 2'-0' Ox
TYP. n GAGE LADER TYP
REINF. (DURAWALL JOINT
At
8' 1.i1
•4a16'O
TOP BAf
(2) 45 BAF
04 w 12' O.
— CONC. DRIVE
SEE ARCH.OR CIVIL
ENGINEERING DWGS
SEE 3/S1
FOR FOOTING DIM.
AND RENFORCEMENT.
CORNER
TYPICAL DETAIL OF SPLICES FOR HORIZONTAL REINFORCEMENT
AT ALL CORNERS AND INTERSECTIONS OF ALL FOOTINGS, THICKENED
SLABS ON GRADE, WALLS, BEAMS, AND CONTNUOUS KNOCK -OUT
BLOCKS UNLESS OTHERWISE INDICATED.
TYPICAL CORNER 5AfR DETAIL
SCALE: 3/4'm1'-0
4
U , t FIN. FLOOR ELEV.
lo 21-0@ 3- 0 5 x 3-9" At T -b"
EA. STEP (TYPJ I1'-3"
� •4
U 3' CL• 10'-0' 10'-0" 10'-0" 10'-0' 10'-0" N Q
m 2,_8,
(4)15 BAR tu
C1 3- • 5 At EA.
5E CT I ON 1
STEP (tYP.)
SCALE : 3/4" = 1'-0" S-2
/
1- 4 (EA. STEP) TYP. II II
GENERAL
ALL DETAILS AND SECTIONS SHOWN ON THE DRAWING5 ARE INTENDED TO BE TYPICAL AND
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT,
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF ARCHITECTURAL OR STRUCTURAL
DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED WITHOUT EXPRESS WRITTEN PERMISSION
FROM ARCHITECT/ENGINEER. ALL SUBMITTALS SHALL HAVE 1 REPRODUCIBLE SEPIA AND
2 BLUELINE PRINTS AND ADDITIONAL PRINTS SUBMITTED SHALL DISCARDED.
MANUFACTURERS OF ANY PRE-ENGINEERED, PRE -FABRICATED SYSTEM OR COMPONENT SHALL
SUBMIT SHOP DRAWINGS FOR THE ENGINEER/ARCHITECT'S APPROVAL PRIOR TO FABRICATION
OR ERECTION OF SYSTEM/COMPONENT. THESE SHOP DRAWINGS SHALL BE SIGNED AND SEALED
BY A FLORIDA REGISTERED ENGINEER
THE BUILDING IS DESIGNED IN ACCORDANCE WITH 2001 EDITION OF: FLORIDA BUILDING
CODE. FOLLOW ALL APPLICABLE PROVISIONS FOR ALL PHASES OF CONSTRUCTION.
THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE INTERACTION
OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING, AND OTHER
TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE WORK.
FOUNDATIONS:
GEOTECHNICAL ENGINEERING EVALUATION AND SUBSURFACE EXPLORATION WILL
BE PERFORMED BY OWNER'S CONSULTANT. THEIR RECOMENDATIONS WILL BE
MADE PART OF CONTRACT DOCUMENTS. FOLLOW ALL REQUIREMENTS
AND RECOMMENDATIONS.
MAXIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2000 POUNDS PER SQUARE FOOT.
IT SHALL BE OWNER'S RESPONSIBILITY TO VERIFY ALLOWABLE SOIL PRESSURE'S
SPREAD FOOTINGS SHALL BEAR ON SOIL COMPACTED TO A DEN51ITY OF AT LEAST 95% OF
MODIFIED PROCTOR MAXIMUM DENSITY (A.S.TM. D1551). THE SOIL SHALL BE COMPACTED
TO THIS DENSITY TO A DEPTH OF AT LEAST TWO FEET BELOW THE BOTTOM OF THE FOOTINGS,
AND ALL FILL MATERIAL NECESSARY TO ACHIVEPROPER SLIBGRADE LEVEL.
FILL UNDER FLOOR SLABS SHALL BE COMPACTED TO A DENSITY OF AT LEAST 95% OF
MODIFIED PROCTOR MAXIMUM DENSITY (A.S.T.M. D1551), AT LEAST 1"-0' BELOW FIN16HED FLOOR
ABOVE COMPACTION REQUIREMENTS ARE MINIMUM.
USE PRPER EQUPMENT SO AS NOT DAMAGE EXISTING BUILDING.
CONCRETE:
DESIGN OF REINFORCED CONCRETE CONFORMS WITH BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE - ACI 318, LATEST EDITION.
CONCRETE WORK SHALL BE PER ACI 301 (LATEST EDITION) SPECIFICATIONS
FOR STRUCTURAL CONCRETE FOR BUILDINGS.
ALL CONCRETE FOR FOUNDATIONS, SLAB ON GRADE, AND CMU FILLED CELLS, IF ANY SHALL HAVE
AN UNCONFINED COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. CONCRETE FOR TILT PANELS
SHALL BE 4000 PSI AT 28 DAYS.
GENERAL CONTRACTOR SHALL CHECK ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS
FOR OPENINGS, SLEEVES, ANCHORS, HANGERS, SLAB DEPRESSIONS AND ANY OTHER ITEMS
RELATED TO CONCRETE WORK, AND SHALL ASSUME FULL RESPONSIBILITY FOR THEIR PROPER
LOCATION, BEFORE POURING CONCRETE.
AT OPENINGS IN SLABS OR WALLS, PROVIDE 2 - 06 15AR5 EACH 6"-0" LONGER THAN WIDTH
OF OPENING ON EACH OF 4 SIDES OF OPENINGS, UNLESS SHOWN OTHERWISE.
PITCH CONCRETE SLABS, WHERE REQUIRED, TO FLOOR DRAINS SHOWN ON THE ARCHITECTURAL
AND MECHANICAL DRAWINGS.
CONCRETE PROTECTION FOR REINFORCING BARS SHALL BE AS FOLLOWS:
FOOTINGS 3" CLEAR, BOTTOM AND SIDES, 2" CLEAR, TOP
WALLS 2" CLEAR, OUTSIDE FACE, 1-1/2" CLEAR, INSIDE FACE UNO
5LA55 3/4" CLEAR, 1-1/2" CLEAR AT AREAS EXPOSED TO WEATHER.
BEAMS 1-1/2" CLEAR TO STIRRUPS
COLUMNS 1-1/2" CLEAR TO TIES
DESIGN MIXES:
SUBMIT MIX DESIGN PREPARED BY A CERTIFIED LAB WHO IS DIFFERENT THAN ONE
CONDUCTING SLUMP TESTS AND CYLINDER BREAKS. LABEL EACH MIX DE51GN TO
INDICATE THE AREA IN WHICH THE CONCRETE 15 TO BE PLACED.
MIX DESIGN SHALL BE PER EITHER METHOD I OR METHOD 2 OIF ACI 301. PROVIDE
SUPPORTING DATA FOR EACH MIX DESIGN.
PROVIDE NORMAL WEIGHT CONCRETE WITH THE FOLLOWING PROPERTIES:
28 DAY COMPRE551VE STRENGTH AS SPECIFIED ABOVE, USE TYPE I PORTLAND CEMENT.
NO FLY ASH OR OTHER POZZOLAN IS PERMITTED. SUMP LIMIT 3" TO 5'. AIR CONTENT 2 TO 4%.
REINFORCING STEEL:
REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO A.S.T.M. A6 15 -GRADE (00,
EXCEPT THAT NEW BILLET STEEL CONFORMING TO A.S.T.M. 4615 -GRADE 40 MAY BE USED FOR
COLUMN TIES AND BEAM STIRRUPS. ALL DETAILING AND ACGESSORIES SHALL CONFORM TO
TYPICAL DETAILS SHOWN IN THE "MANUAL OF STANDARD PRACTICE FOR [DETAILING
REINFORCED CONCRETE STRUCTURES ACI 315, LATEST EDITION".
ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATIONS WALLS, SLABS
AND OTHER CONCRETE SHALL BE LAP -SPLICED, WHERE NEGESSARY OR DESIRABLE, BY WIRING
TOGETHER IN CONTACT. LENGTH OF ALL LAPS SHALL BE 40 -BAR DIAMETERS OR 2'-8"
MINIMUM, WHICHEVER IS GREATER (EXCEPT AS NOTED BY DRAWINGS). ALL BARS AT END OF
CONTINUOUS FOOTINGS OR BEAMS SHALL BE DONT. TO FAR SIDES OF INTERSECTING
ELEMENTS.
ALL SLABS ON GRADE SHALL BE 4" THICK AND REINFORCED WITH 6 x 6 - WIA x WIA
W.W.F. UNLESS OTHERWISE NOTED. LAP FABRIC S" AT EDGES AND ENDS AND PROVIDE
ADDITIONAL REINFORCING WHERE SHOWN ON DRAWINGS. PLACE MESH IN CENTER OF SLAB.
USE SLAB BOLSTER AND WIRE TIES TO KEEP FABRIC IN PLACE DURING CONCRETE POUR
LIFTING OF WWF WHILE CONCRETE IS BEING POURED IS NOT ACCEPTABLE.
MOISTURE BARRIER BENEATH FLOOR SLABS SHALL BE 6 MIL POLYETHYLENE. USE FLAT
SHEETS OF WELDED WIRE FABRIC. ROLLS WILL NOT BE PERMITTED.
STRUCTURAL STEEL: (IF ANY)
FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR
BUILDING", LATEST EDITION.
ALL STRUCTURAL STEEL SHALL MEET THE REQUIREMENTS OF A.S.T.M. A-36, EXCEPT
STRUCTURAL STEEL TUBE SHAPES SHALL MEET THE REQUIREMENTS OF A.S.T.M. A500, GRADE
B. ALL STEEL PIPE SHALL MEET THE REQUIREMENTS OF ASTM A53 E OR S, GRADE B.
ALL WELDED CONNECTIONS SHALL BE DESIGNED TO BE FULLY EQUIVALENT IN STRENGTH TO
BOLTED CONNECTIONS FOR THE SAME SIZE BEAM. ALL WELDS FOR COLUMN GAP AND BASE
PLATES SHALL BE CONTINUOUS 1/4" FILLET WELDS, UNLESS SHOWN OTHERWISE.
ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS IN ACCORDANCE WITH AWS "CODE FOR
ARC AND GAS WELDING IN BUILDING CONSTRUCTION", LATEST EDITION. USE E10 -XX
ELECTRODES FOR ALL WELDING.
PROVIDE ALL STRUCTURAL STEEL LINTELS, SHELF ANGLES, AND ALL OTHER ROLLED SHAPES
SHOWN ON ARCHITECTURAL DRAWINGS.
CONCRETE MASONRY:
ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF
ACI -ASCE BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI -ASCE 530)
ALL MASONRY CONSTRUCTION MATERIALS AND INSPECTIONS SHALL CONFORM TO ALL REQUIREMENTS
OF SPECIFICATIONS FOR MASONRY STRUCTURES (ACI -ASCE 530.1) UNLESS OTHERWISE NOTED.
CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90. ALL CONCRETE BLOCKS SHALL
HAVE AN ULTIMATE NET COMPRESSIVE STRENGTH OF 2000 P51 MINIMUM TO GIVE A MINIMUM
COMPRESSIVE STRENGTH OF MA50NRY ASSEMBLAGE (f'm) OF 1500 PSI, UNLESS NOTED
OTHERWISE. MASONRY UNITS SHALL BE LAID IN RUNNING BOND.
MORTAR SHALL BE ASTM C-270, TYPE "S" FRESHLY PREPARED AND UNIFORMLY MIXED WITH
MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI 10 28 DAYS. ALL CMU CROSS WEBS SHALL BE
FULLY BEDDED IN MORTAR AROUND CELLS TO BE GROUTED.
GROUT USED IN CONCRETE BLOCKS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000
PSI Q 28 DAYS. GROUT SLUMP SHALL BE 8". GROUT MAY BE POURED OR PUMPED IN LIFTS NOT
TO EXCEED 6'-0"
MAXIMUM HEIGHT OF GROUT POUR SHALL BE 4'-0" UNLE55 CLEAN OUT OPENINGS ARE
PROVIDED AT THE BOTTOM OF CELLS TO BE FILLED. ALL GROUT SHALL BE PUDDLED WITH
GROUT STICK IMMEDIATELY AFTER POURING.
ALL CELLS CONTAINING REINFORCING STEEL SHALL BE FILLED WITH CONCRETE GROUT.
CONTINUOUS INSPECTION 15 REQUIRED FOR ALL MASONRY WALL CONSTRUCTION. PROVIDE CLEAN OUT
OPENINGS AT BOT. OF EACH CELLS FOR INSPECTION AS NOTED ABOVE.
PURLIN PER
BLDG. SUPPLIER
ROOF
HUNG UNI
G,
CONT. FOOTIWA _
SEE FOUNDATION
PLAN.
TYPICAL 5TEP FOOTING DETAIL
SCALE : 3,4"=1'-0"
:ZE-N..Bog___T_r_ �IN.a
n 1 i.-rrvri %~ [IV v_1 ra 1w rq 1
4'-0" O.C. MAX.
ADD SANTE DEPTH
C-PURLIN AT EA. ROD
UNISTRUT OR
C8x2.5 16 GAGE
PURL IN
TYPICAL DETAIL AT ROOF HUNG EQUIPMENT
SCALE :3/4" = 1'-0" SEE MECHANICAL DWG'S.
SAWCUTS TO BE MADE WITHIN
4 TO 24 HOURS OF POUR
W.Wp. —1
'/s" x 1" DEEP SAW CUT
Z4
'--VAPOR BARRIER
TYPICAL FLOOR CONTROL
JOINT DETAIL
PRE-ENGINEERED METAL BUILDING FRAME: INDICATED AS CA ON FLOOR PLAN
SINGLE SPAN RIGID FRAME BUILDINGS ARE TO BE DESIGNED AND MANUFACTURED BY METAL BUILDING SUPPLIER
SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR COLUMN BAY SPACES, SAVE HEIGHT, ROOF PANELS
GIRTS AND RELATED ACCE50RIE5. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS SIGNED AND SEALED
BY FLORIDA REGISTERED ENGINEER FOR ARCHITECT/ENGINEERS REVIEW PRIOR TO FABRICATION SHOW ALL
FOUNDATION REACTIONS ON PLANS. THIS MUST BE AT APPROPRIATE TIME 50 THAT FOUNDATION WORK IS NOT
DELAYED.
FOLLOW FLORIDA BUILDING CODE FOR LOAD REQUIREMENTS AND FOLLOW M.B.M.A.'S RECOMMENDED DESIGN PRACTICE
MANUAL. IN ADDITION TO STRENGTH REQUIRMENTS SERVICEABILITY CONDITIONS (DEFLECTION REQUIREMENTS) AS
SPECIFIED BY STANDARD BUILDING CODE SHALL ALSO BE SATISFIED ALL WIND LOADS SHALL BE RESISTED BY METAL
BUILDING FRAME. TRANSFERED FROM TILT PANELS AND METAL STUD WALLS TO METAL BUILDING FRAME. ALL STRUCTURAL
COMPONENTS SHALL MEET DESIGN CRITERIA SET FORTH IN FBG CHAPTER 16 ALL DOORS, WINDOWS, 4 GLAZING FRAMING
SHALL BE ABLE TO WITHSTAND WIND PRESSURE FOR COMPONENTS AND CLADING PER FBG CODE CHAPTER 16 SEE ARCH DWGS
FOR SIZES AND LOCATIONS. AND WIND PRE8URE5
DESIGN LOADS:
LIVE LOADS: ROOF: 20 PSF
WIND LOADS:
VELOCITY: 120 MPH
IMPORTANCE FACTOR 1.0
EXPOSURE B
HEIGHT: 30'-0"
"x
2�
ICISHORE D. TOLIA
PROFV=ML ENGaOM No. LON2
,,_STATF OF F"LORIlIA
MKT ENGINEERS
STRUCTURAL ENGINEERS
ENGINEERING BUSINESS #26349
2265 LEE ROAD. SUITE 123
WINTER PARK, FL. 32789
TEL. (407) 628-8555
FAX (407) 644-6516
MKT PROD. No. 05333
OB+ARCHITECTURE INC
100 EAST PINE STREET, SUITE 201
ORLANDO, FLORIDA 32801
PH: 407.650.3735 FAX: 407.650.3736
FLORIDA LICENSE NUMBER AR0017725
REVISIONS & SUBMISSIONS
DATE
DESCRIPTION
07/13/2005
PROGRESS SET
PROJECT
HUTCHINGS
AUTOMOTIVE
ADDITION
COMMERCE WAY
SANFORD, FLORIDA 32771
SHEET TITLE
GEN NOTES
Et
DETAIL
PRINT DATE: 07/13/2005
SHEET NUMBER
S-2
PROJECT NO: AD -2005-23
DRAWN: JLP / SRR
CHECKED: RAG
LAYER MANAGER: CVR-CODE
SHEET SET: CVR-CODE
ACADEMY MANOR - UNIT ONE
PLAT BOOK 13, PAGE 93
S89°36'40"W
-------------------
FENCE
1.8'W x
0.9's I
x
FND NAIL
NO I.D.
x
Cf)
0
Ox
(v
CA
01
150.00'(D&C)
FENCE
0.4'W
0.9'S
0
O
N
CA
11
0
4
REMAINDER OF
ACADEMY MANOR - UNIT
ONE
5.6' -t
O o
PLAT BOOK 13, PAGE 93
M
LOT 10
r
j�
S89°36'40"W
150.00'(D&C)
®—------------------
Density: 9,300/26,753 = 34.7%
x x x x x x x
6' C.L.F. 50'(D) 10' D.d.&U.E.
x x_ x x
100'(P)
0,n°
(NOT INCLUDED) x
=
FENCE
I
X��P
1.8'W—
0.9's x
I
EAST 50'
x
— — —
10.0' OF LOT 10
EXISTING CONTOURS
Proposed Land Use: Light Manufacturing
x
65.3' 1
------ =
PROPOSED CONTOURS
Parking Required:
Q1
0
=
DRAINAGE BOUNDARY
I
I
LOT 11 �
--- =
DRAINAGE FLOW
00
0.
Parking Provided: 13 Spaces w/ 1 Handicapped Spaces
_ X—X—X-- =
DEMO All9
REMOVE CHAIN LINK
x =
FENCE
x
I
USE 6" 3)00# CONCRETE
100 Year Flood Plain Not Applicable To Project
UFH
-p
Existing vegetation – Landscaped
_U
- ----_
FENCING AND GATE.
0 x
I
O
u
CA
®P1
RO
are shown on plans.
Ivx
o 0 ONE-STORY
om
'
Site has no known archaeoligical or historic resources.
o
ALUMINUM BLDG
�o
..
= WATER LINE WITH SIZE
x
#124
N
N
retention areas, and other onsite facilities.
REMAINDER OF
RV = 100.00 AASUMED
v' �9 zo
SANITARY SEWER
LOT 10
10.0'
15.0'I
(NOT INCLUDED) x
I
C/)24.9'
–j'---20.0-
--1.1'W
FENCE
o
I
I
/�
x
x
6' C.L.F. x
I
TRACT "A"
1.8'W
N
DRAINAGE
CONC.
o
I
RETENTION
I nAnimn•'
o
I
AREA
L1
N89°36'40"E
71.34' (D&C)
N89'36'40"E
COMMERCE WAY
50' R/W PER PLAT
PRIVATE ROADWAY & U.E.
FND NAIL
NO I.D.
EXISITNG SITE &
DEMO PLAN
L1
N89°36'40"E
71.34' (D&C)
FND NAIL
NO I.D.
PROJECT ®A TA:
Project Area 26,753 Sq.Ft. 0.614 Acres
EXISTING:
FENCE
1.8'W
C7 I I ELEV = 96.0
10.01 15.0'
CONC. c?
LOADING"
RAMP5.0, 140.1'
29.7' o
CONC. ' oo
10' D.E.&U.E.
L1
DRIVE WPP
N '
U1
O
N89'36'40"E — 430.51'(M)
COMMERCE WAY
50' R/W PER PLAT
PRIVATE ROADWAY & U.E.
ACADEMY MANOR - UNIT
ONE
5.6' -t
O o
PLAT BOOK 13, PAGE 93
M
Building W/Addition 9,300 Sq.Ft. 13.5%
r
j�
S89°36'40"W
150.00'(D&C)
®—------------------
Density: 9,300/26,753 = 34.7%
x x x x x x x
6' C.L.F. 50'(D) 10' D.d.&U.E.
x x_ x x
100'(P)
0,n°
'x L.F. x x
6 C.
=
FENCE
I
X��P
1.8'W—
0.9's x
I
EAST 50'
`-20.0'
— — —
10.0' OF LOT 10
EXISTING CONTOURS
Proposed Land Use: Light Manufacturing
x
65.3' 1
------ =
PROPOSED CONTOURS
Parking Required:
Q1
Office Area: 400/200 = 2 Spaces
=
DRAINAGE BOUNDARY
x
I
LOT 11 �
--- =
DRAINAGE FLOW
Total Parking Required = 13 Spaces
Parking Provided: 13 Spaces w/ 1 Handicapped Spaces
_ X—X—X-- =
5'
WIDE PC JR BACK STRIP.
x =
FENCE
x
4— =
USE 6" 3)00# CONCRETE
100 Year Flood Plain Not Applicable To Project
UFH
O
Existing vegetation – Landscaped
_U
- ----_
Contractor shall sod all areas in the Right–Of–Way
0 x
I
O
u
CA
®P1
Q
are shown on plans.
Ivx
o 0 ONE-STORY
om
'
Site has no known archaeoligical or historic resources.
o
ALUMINUM BLDG
�o
..
= WATER LINE WITH SIZE
x
#124
N
N
retention areas, and other onsite facilities.
REMAINDER OF
RV = 100.00 AASUMED
v' �9 zo
SANITARY SEWER
LOT 10
(NOT INCLUDED) x
I
C/)24.9'
–j'---20.0-
o
L1
N89°36'40"E
71.34' (D&C)
FND NAIL
NO I.D.
PROJECT ®A TA:
Project Area 26,753 Sq.Ft. 0.614 Acres
EXISTING:
FENCE
1.8'W
C7 I I ELEV = 96.0
10.01 15.0'
CONC. c?
LOADING"
RAMP5.0, 140.1'
29.7' o
CONC. ' oo
10' D.E.&U.E.
L1
DRIVE WPP
N '
U1
O
N89'36'40"E — 430.51'(M)
COMMERCE WAY
50' R/W PER PLAT
PRIVATE ROADWAY & U.E.
CONCRETE. �-
-.DRIVEWAY I'
D�
CD
FND NAIL
NO I.D. h�
ti \
PROPOSED SITE PLA
Building Coverage 7,500 Sq.Ft. 6.8%
0.4
Other Impervious 12,360 Sq.Ft. 16.7%
5.6' -t
O o
M
Building W/Addition 9,300 Sq.Ft. 13.5%
r
Other Impervious 10,560 Sq. Ft. 23.5%
Green Areas 6,893 Sq.Ft. 63.0%
CONCRETE. �-
-.DRIVEWAY I'
D�
CD
FND NAIL
NO I.D. h�
ti \
PROPOSED SITE PLA
Building Coverage 7,500 Sq.Ft. 6.8%
Other Impervious 12,360 Sq.Ft. 16.7%
Green Areas 6,893 Sq.Ft. 76.5%
PROPOSED:
Building W/Addition 9,300 Sq.Ft. 13.5%
Other Impervious 10,560 Sq. Ft. 23.5%
Green Areas 6,893 Sq.Ft. 63.0%
Density: 9,300/26,753 = 34.7%
=
EXISTING ELEVATIONS
Project Zoning: City of Sanford: C
X��P
PROPOSED ELEVATIONS
Project Tax Parcel #: 35-19-30-524-0000-0100
EXISTING CONTOURS
Proposed Land Use: Light Manufacturing
------ =
PROPOSED CONTOURS
Parking Required:
,34
Office Area: 400/200 = 2 Spaces
=
DRAINAGE BOUNDARY
Warehouse Area: (2) + 8,900/1000 = 11 Spaces
Employees (2): 2 Spaces
--- =
DRAINAGE FLOW
Total Parking Required = 13 Spaces
Parking Provided: 13 Spaces w/ 1 Handicapped Spaces
_ X—X—X-- =
SILT FENCE
Water Provider: City of Sanford (existing service)
x =
FENCE
Sewer Provider: City of Sanford (existing)
4— =
TRAFFIC FLOW
100 Year Flood Plain Not Applicable To Project
UFH
= EXISTING FIRE HYDRANT
Existing vegetation – Landscaped
14'oak
= EXISTING TREE TO REMAIN
Contractor shall sod all areas in the Right–Of–Way
30'cheny
= EXISTING TREE TO BE REMOVE
disturbed by construction.
All known easements, covenants, and Rights—of—way
®P1
= SOIL BORING
are shown on plans.
C2
= ZONING CLASSIFICATION
Site has no known archaeoligical or historic resources.
Hutchings Automotive, Inc. will be responsible for the
= WATER LINE WITH SIZE
maintenance of all open space, landscaping, drainage
retention areas, and other onsite facilities.
SANITARY SEWER
FENCE
0.4'W
K 0.9'S
z
0
O
CNsI
0
0
J
rn
00
01
1-21
RO
1.1'W
TRACT "A"
DRAINAGE
RETENTION
AREA
I