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GENERAL STRUCTURAL NOTES
<br />FOUNDATIONS
<br />PLEASE REFER TO THE GEOTECHNICAL INVESTIGATION AS PREPARED BY ATC GROUP SERVICES, LLC; 5602
<br />THOMPSON CENTER COURT, SUITE 405; TAMPA, FL 33634; PHONE 813-889-8960; PROJECT # Z249810028
<br />1. THE FOUNDATION DESIGN IS BASED ON THE SOIL BEARING CAPACITY OF 2,500 PSF.
<br />2. ALL FOOTINGS SHALL BEAR ON, STIFF TO VERY STIFF CONSISTENCY CLAY SOILS, LOOSE TO DENSE
<br />SAND SOILS, OR NEW FILL WHICH IS COMPACTED IN ACCORDANCE WITH THE RECOMMENDATIONS
<br />LISTED IN THE GEOTECHNICAL ENGINEERING REPORT AND EXTEND TO SUITABLE NATIVE SOIL OF 2,500
<br />POUNDS PER SQUARE FOOT BEARING CAPACITY.
<br />3. NO CONCRETE SHALL BE POURED IN EXCAVATIONS CONTAINING WATER.
<br />4. VERIFY LOCATIONS OF REQUIRED SLEEVES AND/OR BLOCKOUTS THROUGH FOUNDATION WALL WITH
<br />GENERAL CONTRACTOR AND ALL OTHER TRADES PRIOR TO CONSTRUCTION.
<br />5. CONCRETE CONTRACTOR SHALL NOT POUR ANY CONCRETE IN ADVERSE WEATHER CONDITIONS OR
<br />WHEN SUCH CONDITIONS ARE FORECASTED FOR FOR THE TIME PERIOD FOLLOWING THE POUR,
<br />UNLESS PROPER CURING AND PROTECTION IS PROVIDED CONTINUOUSLY UNTIL CONCRETE DEVELOPS
<br />ITS DESIGN STRENGTH.
<br />6. NO ALUMINUM OF ANY TYPE SHALL BE ALLOWED IN THE CONCRETE WORK UNLESS COATED TO
<br />PREVENT ALUMINUM -CONCRETE REACTION. THIS INCLUDES PUMPING THRU ALUMINUM PIPE.
<br />7. ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED & CERTIFIED BY A QUALIFIED SOILS ENGINEER.
<br />CONCRETE
<br />1. MATERIAL & WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF THE "BUILDING CODE REQUIREMENTS
<br />FOR REINFORCED CONCRETE", AO 318.
<br />2. CONCRETE FOR FOOTINGS & FOUNDATIONS SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE
<br />STRENGTH OF 3000 POUNDS PER SQUARE INCH AT 28 DAYS. CONCRETE FOR SLABS ON GRADE &
<br />SIDEWALKS SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3500 POUNDS PER
<br />SQUARE INCH AT 28 DAYS.
<br />3. AIR -ENTRAINING ADMIXTURE SHALL BE USED FOR ALL CONCRETE EXPOSED TO WEATHER.
<br />4. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS,
<br />DEPRESSIONS, CURBS, FLOOR FINISHES, INSERTS AND OTHER EMBEDDED ITEMS. VERIFY SIZES AND
<br />LOCATION OF ALL OPENINGS IN CONCRETE PRIOR TO FORMING.
<br />5. ALL SLABS ON GRADE SHALL BE REINFORCED w/ WELDED WIRE MESH (WWM OR WWF) OR FIBER
<br />REINFORCEMENT PER FOUNDATION PLAN. SEE FOUNDATION PLANS FOR AREA. POURING UNIT IS AT THE
<br />DISCRETION OF THE CONTRACTOR. SAW CUT CONTROL JOINTS AS SOON AS POSSIBLE OR WITHIN 12
<br />HOURS MAX. OF PLACING CONCRETE.
<br />6. ALL INTERIOR SLABS ON GRADE SHALL BE PLACED ON A MIN 6-INCH THICK FREE -DRAINING GRANULAR
<br />BLANKET. PROVIDE VAPOR BARRIER ABOVE THIS DRAINAGE COURSE.
<br />7. UNLESS OTHERWISE NOTED, PRINCIPAL REINFORCEMENT SHALL HAVE THE FOLLOWING CONCRETE
<br />PROTECTION:
<br />a. SURFACES NOT FORMED.......................3 inch
<br />b. FORMED SURFACES IN CONTACT WITH SOIL OR WATER OR EXPOSED TO WEATHER ....... 2 inch
<br />C. SLABS, WALLS, JOISTS ...........................3/4 inch
<br />REINFORCING STEEL
<br />1. BAR BENDING & PLACEMENT DTLs SHALL BE IN ACCORDANCE wl THE ACI DETAILING MANUAL, SP-6", ACI 315,
<br />UNLESS OTHERWISE SHOWN OR NOTED.
<br />2. ALL REINFORCING STEEL SHALL BE "DEFORMED NEW BILLET STEEL BARS", ASTM A615 PLUS ASTM A615
<br />(S1), GRADE 60.
<br />3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATIONS ASTM A1064, PLAIN BAR.
<br />4. ALL LAPS FOR REBAR, WHEN NOT DIMENSIONED ON DRAWINGS, SHALL BE 40 BAR DIAMETERS. LAPS
<br />FOR WELDED WIRE FABRIC SHALL BE 8" FOR 4" CROSS BAR SPACING & 10" FOR 6" CROSS BAR SPACING.
<br />AT ALL WALL CORNERS AND WALL INTERSECTIONS PROVIDE BARS TO MATCH ALL HORIZONTAL
<br />REINFORCING, OVERLAP 2'-0" MINIMUM.
<br />CARPENTRY - SEE FRAMING PLAN ON SHEET S102
<br />1. FLASH ALL HEADS OF WINDOWS AND DOORS.
<br />2. ALL STRUCTURAL LUMBER SHALL BE AS SPECIFIED IN PROJECT MANUAL AND BELOW UNLESS
<br />OTHERWISE NOTED HEREIN.
<br />• LAMINATED VENEER LUMBER SHALL HAVE MINIMUM Fb = 2600 PSI & E=1800 KSI
<br />• STUD FRAMIMG: #2 SPF OR #2 HEMFIR U.N.O.
<br />• HEADERS, JOISTS, ROUGH FRAMES, FRAMING SILLS, etc.: #2 SPF OR #2 HEM FIR
<br />• NAILERS d MEMBRANE ROOFING: #2 SPF OR #2 HEM FIR
<br />• WOOD FURRING & GROUNDS: #2 WHITE PINE
<br />• PLYWOOD: CONFORMING TO PS 1; APA PRP-108, INCLUDING GRADE STAMPING
<br />ROOF SHEATHING: INTERIOR TYPE, C-D GRADE w/ EXTERIOR GLUE (CDX)
<br />SHEATHING OVER STUDS: EXTERIOR TYPE, C-C GRADE
<br />INTERIOR WALL SHEATHING: EXTERIOR TYPE, B-C GRADE
<br />• OSB: CONFORMING TO DOC PS 2, EXPOSURE 1 GRADE
<br />LIGHT WOOD TRUSSES - SEE FRAMING PLAN ON SHEET S102
<br />1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE "AMERICAN INSTITUTE OF
<br />TIMBER CONSTRUCTION (AITC) STANDARD SPECIFICATIONS", LATEST EDITION AND THE 'TRUSS PLATE
<br />INSTITUTE DESIGN SPECIFICATIONS", (TPI).
<br />2. TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOADS:
<br />LIVE LOAD FOR TOP CHORDS = AS PER DESIGN LOADS THIS SHEET
<br />DEAD LOAD FOR TOP CHORD =10 PSF
<br />DEAD LOAD FOR BOTTOM CHORDS =10 PSF FOR ALL TRUSSES
<br />3. TRUSSES SHALL BE DESIGNED w/ MAXIMUM U240 DEFLECTION OR 1 1/2" WHICH EVER IS LESS.
<br />4. TRUSS ENDS SUPPORTING PARAPETS SHALL BE DESIGNED FOR MAXIMUM U600 OR 318" DEFLECTION,
<br />WHICH EVER IS LESS.
<br />DESIGN LOADS
<br />GROUND SNOW LOAD (Pg)
<br />0 PSF
<br />SNOW EXPOSURE FACTOR (Ce)
<br />1.0
<br />SNOW THERMAL FACTOR (Ct)
<br />1.0
<br />SNOW IMPORTANCE FACTOR (11)
<br />1.0
<br />ROOF SNOW LOAD 0.7 (Pg) (Ct) (Ce) (1)
<br />0 PSF
<br />ROOF LIVE LOAD
<br />20 PSF
<br />FLOOR LIVE LOAD:
<br />N.A. (SLAB ON GRADE)
<br />WIND SPEED
<br />140 MPH ULTIMATE
<br />BUILDING RISK CATAGORY
<br />II
<br />WIND EXPOSURE CATEGORY
<br />B
<br />WIND IMPORTANCE FACTOR
<br />1.0
<br />INTERNAL PRESSURE COEFFICIENT
<br />+0.18 / -0.18
<br />COMPONENTS & CLADDING WIND LOAD REQ'D
<br />29.9 PSF BASE
<br />SOIL DESIGN PRESSURE
<br />2,500 PSF
<br />SEISMIC SITE CLASS
<br />D
<br />SPECTRAL RESPONSE ACCELERATION -SHORT
<br />6.8%
<br />SPECTRAL RESPONSE ACCELERATION-1 SEC
<br />3.4%
<br />SEISMIC OCCUPANCY CATAGORY
<br />II
<br />SEISMIC IMPORTANCE FACTOR
<br />1.0
<br />SEISMIC DESIGN CATEGORY
<br />A
<br />SPECTRAL RESPONSE COEFFICIENT - SHORT
<br />0.073
<br />SPECTRAL RESPONSE COEFFICIENT -1 SECOND
<br />0,054
<br />SEISMIC FORCE RESISTING SYSTEM
<br />ORDINARY REINFORCED MASONRY WALLS
<br />SEISMIC RESPONSE COEFFICIENT, Cs
<br />0.048
<br />RESPONSE MODIFICATION FACTOR, R
<br />1.5
<br />DESIGN BASE SHEAR, Cs(W)
<br />11,554 POUNDS
<br />ANALYSIS PROCEDURE USED
<br />EQUIVALENT LATERAL FORCE ANALYSIS
<br />C.M.U. WALL
<br />C.M.U. WALL
<br />CONC. SLAB PER
<br />FDN PLAN
<br />Fir
<br />1/2" EXP. JOINT, TYP.
<br />ao
<br />-
<br />o
<br />#5 DOWEL wl 6" HOOKS,
<br />REINF. TO MATCH
<br />REIFORCEMENT AS
<br />ALIGN w/ VERTICAL CMU
<br />BLDG FDN DETAIL B3
<br />8"
<br />PER PLAN
<br />REINF
<br />FORMED EDGES
<br />M,,�M.
<br />bra
<br />THICKENED EDGE w/ CONT#
<br />i
<br />UNDISTURBED &
<br />TOP & BTM AT STOP EDGES
<br />STABLE SOIL
<br />ATELEFRT AR
<br />ALTERNATE VERT B
<br />NOT NEXT TO BUILDING
<br />HOOKS
<br />8" 8" 8"
<br />TYPICAL
<br />2'-0"
<br />2'-0"
<br />FDN DETAIL FDN DETAIL
<br />BALE: 1/2" = V-0" B4 SCALE : 1/2" = V-0"
<br />S/S COVE BASE BY FEC
<br />2"x BOX FRAME BY G.C. FLOORING BY GC
<br />REDWOOD OR TREATED i....................
<br />MATERIAL ONLY
<br />S/S COVE BASE BY FEC �--�
<br />2 4
<br />CONCRETE BY GC
<br />1/2" INSULATION FOR FROST
<br />BREAK AT PERIMETER BY GC. VINYL SCREED BY FEC
<br />2
<br />2 f
<br />t
<br />,5
<br />f
<br />1/2" OR 1/4" FILLER.
<br />!{
<br />BY GC. VERIFY
<br />'s•
<br />�. FLOORING
<br />•` '
<br />2 LAYERS 2" HIGH DENSITY
<br />t`�
<br />I
<br />EXTRUDED POLYSTYRENE INSUL.
<br />FOR USE UNDER CONCRETE BY GC --�
<br />s
<br />FLOORING MAIL BY GC r"
<br />7 1-6 WATERTIGHT SEAL FORMED BY ASPHALT
<br />SEE PAPER OR 6-MIL POLYETHYLENE SHEETS w/
<br />PLAN SEALED JOINTS. (BY GC)
<br />�ScA
<br />DN DETAIL
<br />D 3 LE :1/2" = V-0"
<br />0
<br />o�
<br />v
<br />CV
<br />®1MIIIIIIIII
<br />FDN DETAIL
<br />D4 SCALE :1/2" = V-0"
<br />5"
<br />SEE PLAN
<br />CONIC STOOP (2% MAX SLOPE) PROVIDE
<br />SIDEWALK TO DRIVE (per SITE PLAN)
<br />1/2" HIGH MAX DOOR SILL PITCH 1/8" PER FT.
<br />1/2" EXP. JOINT
<br />GROUT ALL CORES WHER E
<br />SLAB POURS THROUGH'''
<br />REINF. TO MATCH BLDG -
<br />FDN DTL B3 EXCEPT
<br />WHERE NOTED I I
<br />8" 8" 8"
<br />2'-0"
<br />FDN DETAIL
<br />BSCALE :1/2" = V-0"
<br />S/S COVE BASE -
<br />BY FEC
<br />FLOORING BY GC
<br />INSULATED METAL
<br />PANEL BY FEC, TYP
<br />FLOORING BY GC -
<br />THICKENED EDGE w/ CONT4
<br />TOP & BTM AT STOP EDGES
<br />NOT NEXT TO BUILDING
<br />■L
<br />CONCRETE
<br />SUB -FLOOR BY GC
<br />WATERTIGHT SEAL FORMED
<br />BY ASPHALT PAPER OR 6-MIL POLYETHYLENE
<br />SHEETS WITH SEALED JOINTS. (BY GC)
<br />CLEARANCE IS REQUIRED BTWN
<br />COOLER / FREEZER PANELS AND
<br />BUILDING WALL
<br />2 LAYERS @ 2" HIGH DENSITY
<br />EXTRUDED POLYSTYRENE
<br />INSULATION FOR USE UNDER
<br />CONCRETE BY GC
<br />BLOCK OUT SLAB POUR FOR
<br />INSTALLATION OF CONTINUOUS
<br />WALL INSULATION
<br />NOTE: FREEZER SLAB IDENTICAL TO THAT SHOWN ABOVE
<br />FDN DETAIL
<br />D5SCALE : 1/2" = V-0"
<br />100'4" LEFT SIDE
<br />43'-4" 64" 11' 0" 40'-8"
<br />(1) 2'-0"
<br />2'-0"
<br />CENTER BAR
<br />REINFORCING
<br />-L -I--------
<br />( I CENTER BAR
<br />CONCRETE
<br />- - - - - - FOOTING PER PLAN
<br />NOTE:
<br />USE SAME CORNER REINFORCING @
<br />OTHER ANGLED CORNERS
<br />FOOTING CORNER DETAIL
<br />B" NO SCALE
<br />SAW CUT JOINT FILL w/
<br />SEALANT - SEE SPECS
<br />SLAB CONTROL JOINT
<br />v NO SCALE
<br />NOTE:
<br />REFER TO MASONRY NOTES
<br />FOR MAXIMUM SPACING OF
<br />CONTROL JOINTS
<br />112" JOINT WI SEALANT &
<br />BACKER ROD
<br />COMPRESS MORTAR @ ALL-,
<br />fie
<br />05 BOLLARD PER D7 / S101 8
<br />r1 = 4' x 6' x 12" FOOTING w/ (6) v m o co
<br />#8 LONG BARS & (10) #4 SHORT m -
<br />LARS TOP AND BOTTOM I B4 C.J. C.J. m o
<br />8„ ao S101 2'-0" 22' 31/2" VERIFY m
<br />- OORDINATE REQM'TS
<br />`D • • • • • • • • • • • • • • • • • • • • : LOCATION OF RECESSED FOR "LIFER"GROUNDING
<br />C.J. C.J. J CONTROL 1IOINT MOP BASIN -VERIFY SIZE & TO FDN WALL REINF. w/
<br />F1 REQ'MTS w/ OWNER & ELEC CONTRACTOR. SEE
<br />SET VERTICAL WALL BARS LAPPED w/ m : 4 _p ELECTRICAL RISER
<br />cn DOWELS INTO FOOTINGS w/ 12" BAR LOCAL REGULATIONS DIAGRAM ON SHEET E201
<br />HOOKS @ CORNER FOOTINGS (2 PLACES)
<br />TOP OF SLAB = 0'-0" (SEE CIVIL OWGs FOR LOCAL DATUM) 4" B3
<br />CONTROL J01 T
<br />CONCRETE SLAB w/ 6"x6" 10/10 WWF OR FIBER REINFORCEMENT; I S101
<br />: OVER VAPOR BARRIER OVER MtN 6" COMPACTED FILL, OR AS CD
<br />�•J, : RECOMMENDED PER GEOTECHNICAL REPORT. VERIFY. o : N
<br />- J
<br />CONTROL JOINT X
<br />.......... ..................... ................... ..................... ............................. ............................... o
<br />S101 o:o
<br />z. 0 .... CONTROL J01........I
<br />EXTEND VERTICAL WALL BARS INTO =
<br />FOOTING ALONG FRONT WALL @ 16" O.C. & F � &* ;
<br />o.
<br />TO MATCH WALL SPACING ELSE WHERE. 0: : �? z : Cr ok S101 II
<br />F
<br />: 0 = B4
<br />: CONTROL JOINT �' m S101
<br />y SEE DETAIL H8 / Al03 FOR CONCRETE
<br />J. XiOR MASONRY BASE @ INTERIOR D4.-
<br />.7 STONE WALL. COORD w/ FLOOR PLAN. D3 19'-9 112".
<br />:S101 N
<br />J D5
<br />24x12 FOOTING w/ (3) #4
<br />F1 CONTINUOUS BAR & 2'-Vt 64" - COOLER/FREEZER . S101
<br />TRANSVERSE BARS @ 24" : (M-
<br />o : AREA SLAB. DEPRESSED
<br />8" O.C. TYPICAL U.N.O. m : m o m o 8" COORD w{SHEET FS 1
<br />m m D6 I: C.J.
<br />- C.J. C.J 5101 M o 0
<br />°Q Amin
<br />( 8'-0"
<br />5 40'-8" 9'-8"
<br />100'-4" RIGHT SIDE
<br />FOUNDATION PLAN
<br />H4 SCALE :1/8" =1'-0"
<br />1/2" JOINT W/ SEALANT & PER PLAN
<br />BACKER ROD 11
<br />HORIZONTAL JOINT REINF.
<br />DISCONTINUOUS @
<br />8" 0 PIPE, FILL w/
<br />GROUT, STRIKE
<br />LEVEL ACROSS
<br />TOP TO ACCEPT o
<br />BOLLARD COVER ;;r
<br />VP P
<br />CONTROL JOINTS B O L LA R D
<br />D7 SCAr,,\(C;IMVU CONTROL JOINT LE: 3/4"=1'0"
<br />N
<br />Fo
<br />zo
<br />SCALE :1 1/2" = V-0"
<br />MIN 1" OVERHANG--,,.,[.,
<br />MANUFACTURED STONE
<br />VENEER AND CAPSTONE
<br />SIM TO H7l S101 FORM TOP t6" & RUB
<br />PATIO SURFACE, EXPOSED PORTIONS
<br />SEE CIVIL PLANS SMOOTH
<br />s" .
<br />1/2" ISOLATION JOINT, TYP ``' w
<br />c�
<br />TRENCH FDN w/ (1) o
<br />CONT. #4, TOP & BTM 00 wo
<br />V-0"
<br />SEE CIVIL DRAWINGS FOR
<br />LOCATION AND EXTENTS
<br />OF SITTING WALL
<br />SITTING WALL
<br />FSCALE : 314" =1'-0"
<br />05 BOLLARD PER D7 / S101 8
<br />r1 = 4' x 6' x 12" FOOTING w/ (6) v m o co
<br />#8 LONG BARS & (10) #4 SHORT m -
<br />LARS TOP AND BOTTOM I B4 C.J. C.J. m o
<br />8„ ao S101 2'-0" 22' 31/2" VERIFY m
<br />- OORDINATE REQM'TS
<br />`D • • • • • • • • • • • • • • • • • • • • : LOCATION OF RECESSED FOR "LIFER"GROUNDING
<br />C.J. C.J. J CONTROL 1IOINT MOP BASIN -VERIFY SIZE & TO FDN WALL REINF. w/
<br />F1 REQ'MTS w/ OWNER & ELEC CONTRACTOR. SEE
<br />SET VERTICAL WALL BARS LAPPED w/ m : 4 _p ELECTRICAL RISER
<br />cn DOWELS INTO FOOTINGS w/ 12" BAR LOCAL REGULATIONS DIAGRAM ON SHEET E201
<br />HOOKS @ CORNER FOOTINGS (2 PLACES)
<br />TOP OF SLAB = 0'-0" (SEE CIVIL OWGs FOR LOCAL DATUM) 4" B3
<br />CONTROL J01 T
<br />CONCRETE SLAB w/ 6"x6" 10/10 WWF OR FIBER REINFORCEMENT; I S101
<br />: OVER VAPOR BARRIER OVER MtN 6" COMPACTED FILL, OR AS CD
<br />�•J, : RECOMMENDED PER GEOTECHNICAL REPORT. VERIFY. o : N
<br />- J
<br />CONTROL JOINT X
<br />.......... ..................... ................... ..................... ............................. ............................... o
<br />S101 o:o
<br />z. 0 .... CONTROL J01........I
<br />EXTEND VERTICAL WALL BARS INTO =
<br />FOOTING ALONG FRONT WALL @ 16" O.C. & F � &* ;
<br />o.
<br />TO MATCH WALL SPACING ELSE WHERE. 0: : �? z : Cr ok S101 II
<br />F
<br />: 0 = B4
<br />: CONTROL JOINT �' m S101
<br />y SEE DETAIL H8 / Al03 FOR CONCRETE
<br />J. XiOR MASONRY BASE @ INTERIOR D4.-
<br />.7 STONE WALL. COORD w/ FLOOR PLAN. D3 19'-9 112".
<br />:S101 N
<br />J D5
<br />24x12 FOOTING w/ (3) #4
<br />F1 CONTINUOUS BAR & 2'-Vt 64" - COOLER/FREEZER . S101
<br />TRANSVERSE BARS @ 24" : (M-
<br />o : AREA SLAB. DEPRESSED
<br />8" O.C. TYPICAL U.N.O. m : m o m o 8" COORD w{SHEET FS 1
<br />m m D6 I: C.J.
<br />- C.J. C.J 5101 M o 0
<br />°Q Amin
<br />( 8'-0"
<br />5 40'-8" 9'-8"
<br />100'-4" RIGHT SIDE
<br />FOUNDATION PLAN
<br />H4 SCALE :1/8" =1'-0"
<br />1/2" JOINT W/ SEALANT & PER PLAN
<br />BACKER ROD 11
<br />HORIZONTAL JOINT REINF.
<br />DISCONTINUOUS @
<br />8" 0 PIPE, FILL w/
<br />GROUT, STRIKE
<br />LEVEL ACROSS
<br />TOP TO ACCEPT o
<br />BOLLARD COVER ;;r
<br />VP P
<br />CONTROL JOINTS B O L LA R D
<br />D7 SCAr,,\(C;IMVU CONTROL JOINT LE: 3/4"=1'0"
<br />N
<br />Fo
<br />zo
<br />SCALE :1 1/2" = V-0"
<br />MIN 1" OVERHANG--,,.,[.,
<br />MANUFACTURED STONE
<br />VENEER AND CAPSTONE
<br />SIM TO H7l S101 FORM TOP t6" & RUB
<br />PATIO SURFACE, EXPOSED PORTIONS
<br />SEE CIVIL PLANS SMOOTH
<br />s" .
<br />1/2" ISOLATION JOINT, TYP ``' w
<br />c�
<br />TRENCH FDN w/ (1) o
<br />CONT. #4, TOP & BTM 00 wo
<br />V-0"
<br />SEE CIVIL DRAWINGS FOR
<br />LOCATION AND EXTENTS
<br />OF SITTING WALL
<br />SITTING WALL
<br />FSCALE : 314" =1'-0"
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