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<br />RECEPTION
<br />112]
<br />CCONTREL
<br />111
<br />FN`DNFE5_QUS71_3MP_UTiR
<br />ACCESS FLOOR WITH 2'
<br />x 2' REMOVABLE PANELS
<br />EXISTING 12' DEEP & SUPPORT HARDWARE
<br />CONCRETE FOOTING "llr
<br />REINFORCED WITH #4
<br />@ 12' D.C. EACH WAY I MRI ar
<br />�AN fr_____ I I I I
<br />�
<br />L- �� I
<br />OABOVE
<br />ANCHOR
<br />ENDING 4"
<br />CRETE (SEE
<br />VENDORFOR EXACTTIONS)
<br />2X F.R. WOOD WALL CORRIDOR
<br />BLOCKING, TYP, (SEE
<br />EQUIPMENT VENDOR OS
<br />DRAWINGS FOR EXACT
<br />LOCATIONS)
<br />TND, 8' C,M,U, CONST,
<br />/ HORIZ, REINF, @
<br />' ❑.C, & 1-#5 VERT,
<br />FILLED CELL @
<br />-0' O,C. MAX. (DRILL
<br />EPDXY REBAR 6'
<br />TO EXIST. MASONRY)
<br />�7
<br />EQUIPMI
<br />[.09
<br />2X F.R. WOOD WALL
<br />00 BLOCKING, TYP, (SEE
<br />EQUIPMENT VENDOR
<br />L i DRAWINGS FOR EXACT
<br />LOCATIONS) •----n
<br />DRESSING - t
<br />1f12 .TOILET
<br />_WAITING JT EREEARATION READING Ell BREAK
<br />1-1007 0-6-1
<br />0 r rr� . rrr�r
<br />TOILET
<br />101 STORAGE
<br />1 STRUCTURAL FLOOR PLAN
<br />$ - 1 SCALES 1/41 = 1'-0'
<br />LINTEL
<br />SPAN
<br />SCHEDULE
<br />SIZE
<br />REINF,
<br />6'-4'
<br />8'X8'
<br />2-#42,
<br />7'-4'
<br />8'X8'
<br />2-#5B,
<br />80•-0'
<br />8'X16'
<br />2-#4T,
<br />2-#5B,
<br />10'-0'
<br />8'X16'
<br />2-#ST.
<br />12'-0'
<br />8'X16'
<br />2-#5T,
<br />2-#7B.
<br />FOR OPENINGS WITH SPAN
<br />LESS THAN 6'-4'
<br />USE
<br />SOLID PRECAST CONCRETE
<br />LINTEL
<br />W/ 1-#5
<br />REBAR
<br />HOLLOW METAL FRAME
<br />(GROUT SOLID)
<br />2 DOOR HEAD
<br />S-1 SCALEt 3'=11-0'
<br />#5 VERTICAL REINF, IN
<br />GROUT FILLED CELL
<br />DOWELED INTO FOOTING
<br />8' CONCRETE MASONRY
<br />UNIT
<br />HOLLOW METAL FRAME
<br />(WITH STANDARD ANCHOR
<br />- GROUT SOLID)
<br />3 DOOR JAMB
<br />S-1 SCALE, 3'=1'-O'
<br />MAIN WIND FORCE RESISTING SYSTEM
<br />DESIGN WIND
<br />LOADS
<br />HORIZONTAL
<br />LOADS
<br />VERTICAL
<br />LOADS
<br />MAX. HORIZ, WALL
<br />LOADS
<br />WIND
<br />VELOCITY
<br />LOAD
<br />ROOF
<br />END ZONE
<br />INTERIOR ZONE
<br />END ZONE
<br />INTERIOR
<br />ZONE
<br />WINDWARD O.H.
<br />ZONE
<br />(MPH)
<br />DIRECTION
<br />ANGLE
<br />WALL
<br />ROOF
<br />WALL
<br />ROOF
<br />WINDVARD
<br />LEEWARD
<br />WINDWARD
<br />LEEWARD
<br />END
<br />INTERMR
<br />IE
<br />4E
<br />1
<br />4
<br />OF
<br />ROOF
<br />ROOF
<br />ROOF
<br />ZONE
<br />ZONE
<br />TRANSVERSE
<br />0•
<br />1 +26,8
<br />-13,9
<br />+17,8
<br />-9.2
<br />-32.3
<br />-18.3
<br />-22.4
<br />-14.9
<br />-45.1
<br />-35,3
<br />+20.0
<br />-15,7
<br />+14,9
<br />-124
<br />130
<br />LONGITUDINAL
<br />ALL
<br />1 +26,8
<br />-13,9
<br />+17,8
<br />-82
<br />-32.2
<br />-18.3
<br />-22,4
<br />-14.2
<br />-45,1
<br />-35,3
<br />+20.0
<br />-15.7
<br />+14,9
<br />-12,1
<br />4
<br />WINDWARD
<br />3
<br />4 LONG
<br />LEEWARD
<br />4E
<br />2
<br />3\
<br />4E LONG
<br />�`. 2 INT,
<br />VERTICAL
<br />ZONE
<br />ENDS`,
<br />ZONE
<br />I
<br />J tV
<br />_
<br />w
<br />A I-
<br />21
<br />LONG anr
<br />IE
<br />1E LONG
<br />L/2 L/2
<br />_
<br />WIND
<br />LENGTH (L)
<br />DIRECTION
<br />RANGE
<br />co
<br />i
<br />cu
<br />EXIST, CONT.
<br />STL, ANGLES
<br />THRU BOLTS I
<br />NEW PRECAST
<br />LINTEL (8' BI
<br />W/ 2-#4 REB
<br />EXIST, 12' C,N
<br />#5 VERT, IN
<br />FILLED CELL
<br />EPDXY EMBED
<br />NOTEi THRESHOLDS AT
<br />DOORWAYS SHALL NOT
<br />EXCEED 3/4' IN HEIGHT
<br />FOR EXTERIOR SLIDING
<br />DOORS OR 1/2' FOR
<br />OTHER TYPES OF DOORS.
<br />RAISED THRESHOLDS AND
<br />FLOOR LEVEL CHANGES
<br />SHALL BE BEVELED WITH
<br />A SLOPE NO GREATER
<br />THAN 112
<br />DOOR (SEE SCHEDULE)
<br />ALUM. THRESHOLD SET IN
<br />CONT, BED OF
<br />SEALANT(ANCH❑R
<br />RECESSED - F.H. SCREWS
<br />IN EXPANSION SHIELDS
<br />AT 8' D.C.)
<br />FLOOR FINISH (SEE
<br />SCHEDULE)
<br />RUN FLOOR FINISH UNDER
<br />a - THRESHOLD
<br />EXTERIOR DOOR THRESHOLD
<br />SCALE, 3'01'-0•
<br />COMPONENTS AND CLADDING DESIGN WIND LOADS
<br />EDGE STRIPS & END ZONES
<br />ENCLOSED PORTIONS
<br />ROOF O.H.
<br />GARAGE DOORS
<br />10% LEAST HORIZ, DIM. = 81'
<br />WIND
<br />VELOCITY
<br />(MPH)
<br />EFFECTIVE
<br />WIND AREA
<br />(SO, FT,)
<br />ROOF
<br />ZONE
<br />WALL
<br />ZONE
<br />ZONE
<br />ROOF
<br />ANGLE
<br />WIDTH
<br />(FT,)
<br />HEIGHT
<br />(FT,)
<br />LOAD
<br />(PSF)
<br />40% EAVE HEIGHT = 7.2'
<br />1
<br />2
<br />3
<br />4
<br />5
<br />2
<br />3
<br />a = 7,2'
<br />+12.4
<br />+12,4
<br />+12.4
<br />+30.4
<br />+30,4
<br />-
<br />(MIN, ALLOW, = 3 FT,)
<br />130
<br />10
<br />-43,8
<br />-72,1
<br />0°
<br />-
<br />-
<br />-30,4
<br />-51.0
<br />-76.8
<br />-33,0
<br />-403
<br />0 31
<br />13
<br />I I
<br />I
<br />t
<br />I
<br />1
<br />I t
<br />I © I
<br />I
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<br />I
<br />I
<br />r°
<br />�o of
<br />I
<br />1
<br />I
<br />I
<br />I I
<br />31 2- 13
<br />EXISTING PRECAST
<br />CONCRETE LINTEL
<br />#5 VERT, IN CONC,
<br />FILLED CELL 6' MIN.
<br />EPDXY EMBED
<br />DRILL & EPDXY #5
<br />DOWELS 6' INTO C,M.U,
<br />@ 16' O,C, VERT„ TYP,
<br />WHERE NEW C,M,U,
<br />MEETS EXISTING C,M,U,
<br />WALL
<br />STND, 8' C.M.U. INFILL
<br />W/ HORIZ. REINF, @
<br />16' O.C, & 1-#5 VERT,
<br />IN FILLED CELL @
<br />4'-0' D.C. MAX,
<br />GROUT (1) S❑LID @
<br />EXIST. CMU & NEW
<br />CMU INFILL
<br />r4_"`N INFILL ELEVATION
<br />SCALES 3/8'aV-O'
<br />EXIST, 12' C,M,U„ TYP
<br />EXIST. PRECAST LINTEL
<br />7'-4' A,F.F,
<br />TOP OF M,O.
<br />4
<br />S-1
<br />STND, 8' C.M.U. CONST. W/
<br />HORIZ, REINF, @ 16' D.C.
<br />& 1-#5 VERT, IN FILLED
<br />CELL @ 4'-0' D.C. MAX,
<br />(DRILL & EPDXY REBAR
<br />6' INTO EXIST, MASONRY)
<br />EXTERIOR LATEX PAINT
<br />EXISTING REINF, CONC.
<br />WALL FOOTING
<br />EXIST, 12' C,M,U„ TYP;
<br />9'-4' A,F.F,
<br />1 COAT LATEX PRIMER
<br />SEAL & 2 COATS LATEX
<br />ENAMEL PAINT, TYPICAL
<br />5/8' GYPSUM WALL BD, &
<br />MIN. R-11 BATT INSUL, ON
<br />)I 6' METAL STUDS @ 24'
<br />D.C. MAXIMUM, TYPI.CAL
<br />EXISTING CONCRETE
<br />FLOOR SLAB
<br />c
<br />B
<br />n
<br />5 WALL SECTION
<br />S"1 SCALES 1/2•=1'-Q'
<br />EXIST, LINTEL
<br />EXIST, LINTEL (STEEL
<br />ANGLES THRU-BOLTED) '
<br />,i 7'-4' A.F.
<br />DOOR HEAD
<br />S-1 N
<br />u
<br />4 q
<br />S-•1
<br />EXIST. CONCRETE PAD -
<br />EXISTING REINF, CONC,
<br />WALL FOOTING
<br />3
<br />S
<br />1 COAT LATEX PRIMER
<br />SEAL & 2 COATS LATEX
<br />ENAMEL PAINT, TYPICAL
<br />-----5/8' GYPSUM WALL BD, &
<br />MIN, R-11 BATT INSUL, ON
<br />6' METAL STUDS @ 24'
<br />1 O.C. MAXIMUM, TYPICAL
<br />i
<br />EXISTING CONCRETE
<br />FLOOR SLAB
<br />WALL SECTION
<br />S SCALEI 1/2'=11-0'
<br />GENERAL NOTES & SPECIFICATIONS
<br />DIVISION ONE - GENEMENTS
<br />GRAVITY DESIGN LOADS
<br />L COMPUTER ACCESS FLOOR SYSTEM
<br />MINIMUM UNIF❑0MLY DISTRIBUTED LIVE LOAD = 100 P,S,F,
<br />MINIMUM CONCENTRATED LIVE LOAD = 2,000 P.S.F.
<br />2, SPECIAL LOADS
<br />MRI MAGNET = 13,115 LBS,
<br />PATIENT TABLE = 279 LBS.
<br />WIND DESIGN LOADS
<br />1, WIND SPEED (3-SECOND GUST) = 130 M.P.H. (WIND-BORNE DEBRIS REGION)
<br />2, WIND IMPORTANCE FACTOR / BUILDING CLASSIFICATION (TABLE 1604,5) II = 1.0
<br />3, WIND EXPOSURE CATEGORY (F.B,C. SECTION 1609,4) = B
<br />4, ENCLOSURE CLASSIFICATION (F,B.C. SECTION 1609,2) = ENCLOSED
<br />5, INTERNAL PRESSURE COEFFICIENT (A.S.C.E, 7-05) = t 0,18
<br />6, REFER TO LOAD TABLES AND LOADING DIAGRAMS FOR MAIN WIND FORCE
<br />RESISTING SYSTEM AND COMPONENTS & CLADDING DESIGN WIND PRESSURES,
<br />DIVISION THREE . - EQNRETE
<br />CAST -IN -PLACE CONCRETE
<br />1, ALL CONCRETE WORK SHALL CONFORM TO THE ACI BUILDING CODE (318-05).
<br />2, ALL CONCRETE SHALL BE 3,000 PSI CONTROLLED NORMAL WEIGHT CONCRETE
<br />UNLESS OTHERWISE NOTED ON DRAWINGS,
<br />3, ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60,
<br />4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185,
<br />5, CONCRETE COVERING FOR REINFORCING STEEL SHALL BE A MINIMUM OF 3/4'
<br />FOR SLABS, 1 1/2' FOR BEAMS AND COLUMNS, 1 1/2' FOR FORMED SURFACES
<br />EXPOSED TO EARTH OR WEATHER, 3' FOR FOOTINGS AND BEAMS CAST AGAINST
<br />AND PERMANENTLY EXPOSED TO EARTH,
<br />6, CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH
<br />ARCHITECTURAL AND MECHANICAL DRAWINGS, OPENINGS NOT SHOWN ON
<br />STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER
<br />FOR APPROVAL,
<br />7, ALL REINFORCING BARS MARKED CONTINUOUS SHALL BE LAPPED 43 BAR
<br />DIAMETERS, LAP TOP BARS AT MIDSPAN AND BOTTOM BARS AT SUPPORTS
<br />UNLESS OTHERWISE NOTED, HOOK ALL TOP BARS AT DISCONTINU❑US ENDS,
<br />DIVISION FOUR- N6SONRY
<br />CONCRETE MASONRY UNITS (C,M,UJ
<br />1, ALL MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 530-05/
<br />ASCE 5-05/TMS 402-99 AND ACI $30,1-05/ASCE 6-05/TMS 602-05
<br />2, ALL CONCRETE MASONRY SHALL BE NORMAL WEIGHT UNITS CONFORMING TO
<br />ASTM C90, TYPE N-II WITH A MINIMUM MASONRY COMPRESSIVE STRENGTH, f'm
<br />1500 PSI AT 28 DAYS,
<br />3, MORTAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AND
<br />SHALL CONFORM TO ASTM C270, TYPE S.
<br />4. COARSE GROUT SHALL HAVE A MAXIMUM AGGREGATE SIZE OF 3/8' AND SHALL
<br />HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI, SLUMP MEASURED IN
<br />ACCORDANCE WITH ASTM C143 SHALL RANGE BETWEEN 8' AND 11',
<br />5, PROVIDE VERTICAL. REINFORCING AS SHOWN ON PLANS AND WALL SECTIONS,
<br />DOWEL ALL VERTICAL BARS INTO FOOTINGS, LAP VERTICAL BARS 30' AT
<br />SPLICE LOCATIONS AND HOOK BARS INTO TIE BEAMS AT ROOF LEVEL.
<br />6. PROVIDE GROUT FILLED KNOCKOUT BLOCKS AT LOCATIONS INDICATED IN WALL
<br />SECTIONS, LAP ALL BARS 48 BAR DIAMETERS AT SPLICE LOCATIONS,
<br />7, FILL BLOCK WALLS SOLID WITH COARSE GROUT AT ALL REINFORCED CELLS
<br />AND AT DESIGNATED LOCATIONS SHOWN ON DRAWINGS, MORTAR ALL CROSS
<br />WEBS OF CELLS RECEIVING GROUT AND MAINTAIN 3' MINIMUM CLEAR CELL
<br />OPENINGS AND MINIMUM CLEAR AREA OF 10 SQ, IN,
<br />S. FOR HIGH LIFT GROUTING, PROVIDE CLEANOUT OPENINGS AT BOTTOM OF ALL
<br />GROUT FILLED CELLS (ALTERNATE CELLS AT SOLID GROUTED WALLS).
<br />9. HORIZONTAL JOINT REINFORCING SHALL BE STANDARD WEIGHT, LADDER TYPE
<br />REINFORCING CONSISTING OF #9 GAGE LONGITUDINAL AND TRANSVERSE RODS
<br />SPACED AT VERTICAL INTERVALS NOT EXCEEDING 16'O,C. CROSS RODS TO BE
<br />SPACED 16'0.C. LAP LONGITUDINAL RODS AT LEAST 8' AT SPLICE LOCATIONS.
<br />10. PROVIDE PRECAST CONCRETE LINTEL BEAMS OVER ALL EXTERIOR AND
<br />INTERIOR MASONRY WALL OPENINGS UNLESS OTHERWISE NOTED, TOTAL LOAD
<br />DEFLECTION NOT TO EXCEED L/360.
<br />11, PROVIDE TEMPORARY BRACING OF MASONRY WALLS AS REQUIRED DURING
<br />CONSTRUCTION,
<br />DIVI ION .SIX W AND PLA;TICS
<br />ROUGH CARPENTRY
<br />1, ALL, LUMBER FOR CONVENTIONAL WOOD FRAMING MEMBERS SHALL BE STRESS
<br />RATED NO, 2 GRADE SOUTHERN PINE,
<br />2. LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE 'NATIONAL DESIGN
<br />SPECIFICATION FOR WOOD CONSTRUCTION', ADOPTED BY THE AMERICAN FOREST
<br />& PAPER PRODUCTS ASSOCIATION,
<br />FLORIDA PRODUCT APPROVAL NUMBERS I
<br />AS REQUIRED BY FLORIDA STATUTE 553,842 AND FLORIDA ADMINISTRATIVE CODE
<br />9B-72, THE FOLLOWING IS A LISTING OF THE EXTERIOR COMPONENTS & CLADDING
<br />MATERIALS PROPOSED FOR USE IN THE CONSTRUCTION OF THIS PROJECT, AND THEIR
<br />RESPECTIVE PRODUCT APPROVAL NUMBERS•
<br />EXTERIOR DOORS INGERSOLL-RAND STEELCRAFT I.R. METAL DOORS FL# 4613,1
<br />THE FOLLOWING STRUCTURAL COMPONENTS ARE COMPRISED OF MATERIALS OR
<br />PRODUCTS WHICH ARE ASSEMBLED OR PLACED IN THE FILED, COMPLIANCE WILL BE
<br />DEMONSTRATED BY A BATCH TICKET OR BILL OF LADING MADE AVAILABLE AT THE
<br />SITE OF ASSEMBLY OR PLACEMENT,
<br />EXEMPTED PRODUCTS CAST -IN -PLACE CONCRETE & CONCRETE MASONRY UNITS
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<br />Project Number
<br />10052
<br />Date
<br />06-01-10
<br />SheetNu~mb �
<br />S-1
<br />
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