10-818-0065TRUCTURAL NO7E5
DESIGN CRITERIA:
FLORIDA BUILDING CODE 200-1
LIVE LOADS:
STAIR — -- 100 P5F
WIND LOADS - PER ASCE 1-95 -- V =146 MPH
EXPOSURE CATEGORY -- C
IMPORTANCE FACTOR 1.0
GENERAL NOTES:
A. ENGINEER6' STATEMENT OF COMPLIANCE; TO THE BEST OF THE ENGINEERS
KNOWLEDGE, THE PLANS ARE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001.
B. CONCRETE NOTES:
1. ALL CONCRETE MIX SHALL BE 4000 P51 AT 28 DAYS.
C. REINFORCING STEEL_ NOTES:
I, CONCRETE COVER:
CLEAR CONCRETE COVER OVER REINFORCEMENT SHALL. BE AS FOLLOW5:
A, FOOTING, GRADE BEAMS OR ANY ELEMENT PLACED AGAINST
THE GROUND---------- ----------------- -------- - - - - -3 INCHES
B, CONCRETE PLACED IN FORMS BUT WITH SURFACE EEXP05ED TO WEATHER
GROUND AFTER REMOVAL OF FORMS-------------------- - - - - -2 INCHE5
C. CONCRETE NOT EXPOSED TO WEATHER OR GROUND:
I. WALL6 AND 5LAE3S -------------------------- 1 INCH
2. COLUMN TIES------ --------------- --- - - - -1 1/2 INCH
3. BEAM AND GIRDER TIES------ ----- --- -- - ----1 1/2 INCH
D. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BOLSTER, CHAIRS, AND
M15CELLANEOUS REINFORCEMENT REQUIRED FOR THE SUPPORT OF REINFORCING.
STEEL WIRE BAR 5UPPORT5 5HALL BE CLA55 'C', PLASTIC PROTECTED.
2, REINFORCING, STEEL:
A. REINFORCING STEEL $HALL BE NEW BILLET 5AR5 CONFORMING TO ASTM A -615
GRADE 60 ( #3 THROUGH m11) fy = (o0,000 P51.
B. WHERE TEMPERATURE REINFORCING 15 NOT SHOWN, PROVIDE "4 m 12 INCHES C /C.
C. PROVIDE Ore X 4' -0' X 4' -0' CORNER BARS TO MATCH IN LOCATION EACH
HORIZONTAL REINFORCING BAR AT EXTERIOR CORNERS OF BEAMS AND POURED
COMCRETE WALL$.
D. CONCRETE FINISHING NOTE:
1, THE FINISHED CONCRETE FLOOR SHALL BE LEVEL WITHIN TOLERANCES RECOMMENDED
IN ACI III LATEST AND ACI 301.
E. MA50NRY WALLS:
1. MATERIALS:
a) MASONRY UNITS: ASTM C'S0, MIN NET AREA COMPRESSIVE STRENGTH AT 2& DAYS OF 1900 P.51
b) MORTAR: A5TM C210, TYPE 5
c) GROUT: ASTM C4 16, MINIMUM COMPRE551VE STRENGTH AT 25 DAYS - 3,000 P.S.I.
d) VERTICAL REINFORCING: ASTM A 615, GRADE 60 DEFORMED k3AR6, LAP SPLICE LENGTH TO
5E 48 BAR DIAMETERS,
e) HORIZONTAL JOINT REINFORCING - 9 GAGE, LADDER TYPE AT 16' O.C.
2, DESIGN F'm = 1500 P.5.1. FOR ALL WALLS.
3, LAY ALL MASONRY IN RUNNING BOND.
4, PROVIDE CLEANOUTS AT BASE OF ALL CELL$ CONTAINING REINFORCING.
(SEE WALL 50EDULE FOR SPACING OF REINFORCING.)
F. STRUCTURAL 5TEEL:
1. SHALL CONFORM TO A5TM A36 -114. PROVIDE ONE SHOP COAT OF RUST INHIBITING PAINT
(MIN3 MIL. DRY FILM THICKNESS) ON STRUCTURAL STEEL, WHICH SHALL BE FABRICATED AND
ERECTED IN ACCORDANCE WITH THE PROVISIONS OF THE AI$C 'STEEL CONSTRUCTION MANUAL '.
OWNER SHALL EMPLOY A QUALIFIED TESTING LABORATORY TO PERFORM STRUCTURAL STEEL
INSPECTIONS. SUBMIT SHOP DRAWINGS.
3. WELDING:
ALL WELDING 15 TO BE PERFORMED BY CERTIFIED WELDERS, IMMEDIATELY AFTER ERECTION,
CLEAN WELDS AND TOUCH UP PAINTING WITH SAME= MATERIAL AS USED IN SHOP PAINTING
(MIN. 4 MIL DRY FILM THICKNE55),
ELECTRODES SHALL BE E - 10 SERIES, LOW HYDROGEN, STORED IN ACCORDANCE WITH A.W,5.
REQUIREMENTS.
ALLL WELDS SHALL E3E CLEANED AND PREPARED FOR INSPECTION A$ REQUIRED BY A.W.S,
p
EXISTING CONC.-
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OVERHANG
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w O -►
ANTI -SKID 5URFACE
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- SEE DETAIL '4' ANGLE W/. 2 -5/8' p
EXIST'G CONC.
_ � - - -- - - -- -- — �
TH16 SHEET � 55 H(LTI QUIGK BOLT
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it 311/2 EMBEDMENT.
GROUT
OUT (TYPICAL)
PITCH PAN SET IN ----� � ��
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ROOF CEMENT EXI5T'G 4' GONG.
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FLASHING ROOF DECK
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Co" X 6" X S" X 1/2" GALV.
WELDED
METAL STAIR LEDGER
STEEL ANGLE W1 (2) 5/8"
_
11 1 111111 14417177
ALL AROUND
[)IA. "65 HILTI all[CK BOLT II"
AA
pe.
3' EMBEDMENT
A°
1 C U,4I<:DRAIL 1 HANDRAIL IDETAIL N.T.S.
2 GUARDRAIL / HANDRAIL DETAf L N.T,S,
GUARDRAIL DETAIL N.T.S.
�. 5T,AIR / TREAD - RISER DETAIL N7.5.
PITCH FAN UETA L N.T.S.
5TRUCTURAL NO7E5
DESIGN CRITERIA:
FLORIDA BUILDING CODE 200-1
LIVE LOADS:
STAIR — -- 100 P5F
WIND LOADS - PER ASCE 1-95 -- V =146 MPH
EXPOSURE CATEGORY -- C
IMPORTANCE FACTOR 1.0
GENERAL NOTES:
A. ENGINEER6' STATEMENT OF COMPLIANCE; TO THE BEST OF THE ENGINEERS
KNOWLEDGE, THE PLANS ARE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001.
B. CONCRETE NOTES:
1. ALL CONCRETE MIX SHALL BE 4000 P51 AT 28 DAYS.
C. REINFORCING STEEL_ NOTES:
I, CONCRETE COVER:
CLEAR CONCRETE COVER OVER REINFORCEMENT SHALL. BE AS FOLLOW5:
A, FOOTING, GRADE BEAMS OR ANY ELEMENT PLACED AGAINST
THE GROUND---------- ----------------- -------- - - - - -3 INCHES
B, CONCRETE PLACED IN FORMS BUT WITH SURFACE EEXP05ED TO WEATHER
GROUND AFTER REMOVAL OF FORMS-------------------- - - - - -2 INCHE5
C. CONCRETE NOT EXPOSED TO WEATHER OR GROUND:
I. WALL6 AND 5LAE3S -------------------------- 1 INCH
2. COLUMN TIES------ --------------- --- - - - -1 1/2 INCH
3. BEAM AND GIRDER TIES------ ----- --- -- - ----1 1/2 INCH
D. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BOLSTER, CHAIRS, AND
M15CELLANEOUS REINFORCEMENT REQUIRED FOR THE SUPPORT OF REINFORCING.
STEEL WIRE BAR 5UPPORT5 5HALL BE CLA55 'C', PLASTIC PROTECTED.
2, REINFORCING, STEEL:
A. REINFORCING STEEL $HALL BE NEW BILLET 5AR5 CONFORMING TO ASTM A -615
GRADE 60 ( #3 THROUGH m11) fy = (o0,000 P51.
B. WHERE TEMPERATURE REINFORCING 15 NOT SHOWN, PROVIDE "4 m 12 INCHES C /C.
C. PROVIDE Ore X 4' -0' X 4' -0' CORNER BARS TO MATCH IN LOCATION EACH
HORIZONTAL REINFORCING BAR AT EXTERIOR CORNERS OF BEAMS AND POURED
COMCRETE WALL$.
D. CONCRETE FINISHING NOTE:
1, THE FINISHED CONCRETE FLOOR SHALL BE LEVEL WITHIN TOLERANCES RECOMMENDED
IN ACI III LATEST AND ACI 301.
E. MA50NRY WALLS:
1. MATERIALS:
a) MASONRY UNITS: ASTM C'S0, MIN NET AREA COMPRESSIVE STRENGTH AT 2& DAYS OF 1900 P.51
b) MORTAR: A5TM C210, TYPE 5
c) GROUT: ASTM C4 16, MINIMUM COMPRE551VE STRENGTH AT 25 DAYS - 3,000 P.S.I.
d) VERTICAL REINFORCING: ASTM A 615, GRADE 60 DEFORMED k3AR6, LAP SPLICE LENGTH TO
5E 48 BAR DIAMETERS,
e) HORIZONTAL JOINT REINFORCING - 9 GAGE, LADDER TYPE AT 16' O.C.
2, DESIGN F'm = 1500 P.5.1. FOR ALL WALLS.
3, LAY ALL MASONRY IN RUNNING BOND.
4, PROVIDE CLEANOUTS AT BASE OF ALL CELL$ CONTAINING REINFORCING.
(SEE WALL 50EDULE FOR SPACING OF REINFORCING.)
F. STRUCTURAL 5TEEL:
1. SHALL CONFORM TO A5TM A36 -114. PROVIDE ONE SHOP COAT OF RUST INHIBITING PAINT
(MIN3 MIL. DRY FILM THICKNESS) ON STRUCTURAL STEEL, WHICH SHALL BE FABRICATED AND
ERECTED IN ACCORDANCE WITH THE PROVISIONS OF THE AI$C 'STEEL CONSTRUCTION MANUAL '.
OWNER SHALL EMPLOY A QUALIFIED TESTING LABORATORY TO PERFORM STRUCTURAL STEEL
INSPECTIONS. SUBMIT SHOP DRAWINGS.
3. WELDING:
ALL WELDING 15 TO BE PERFORMED BY CERTIFIED WELDERS, IMMEDIATELY AFTER ERECTION,
CLEAN WELDS AND TOUCH UP PAINTING WITH SAME= MATERIAL AS USED IN SHOP PAINTING
(MIN. 4 MIL DRY FILM THICKNE55),
ELECTRODES SHALL BE E - 10 SERIES, LOW HYDROGEN, STORED IN ACCORDANCE WITH A.W,5.
REQUIREMENTS.
ALLL WELDS SHALL E3E CLEANED AND PREPARED FOR INSPECTION A$ REQUIRED BY A.W.S,
p
EXISTING CONC.-
O[K
OVERHANG
u.►
*� z
u;
NEW 111/2' DIA. GALV,
T_
STEEL GUARDRAIL
�n j
(TYPJ
u-E
11.E
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4Q La LOW WALL W/
STUCCO FINISH
u
EXISTING GAL\/.
METAL RAIN DRIP
DRIP CONT'5 (TYPJ
—EXISTING SMOOTH STUCCO FINISH
NEW 3'01A.—
GALV. STEEL
COLUMN SET
IN PITCH PAN
(TYP.)
NEW 'B' LABEL HOLLOW
METAL DOOR AND
FRAME IN EXISTING
DOOR OPENING
EXISTING CONC.
EXTERIOR WALL
FOR MECHANICAL
PENTHOUSE
F'AF,>T«L EAST ELEVATION \\
SCALE: 1/4' = 1' -0"
NOTE: 1. FIELD VERIFY EXISTING CONDITIONS PRIOR TO FABRICATION. REPORT TO ARCHITECT IF
ANY DISCREPANCIES ARE FOUND IMMEDIATELY.
2. GENERAL CONTRACTOR 5HALL SUBMIT SHOP DRAWINGS FOR ARCHITECT'S REVIEW AND
APPROVAL PRIOR TO FABRICATION.
EXI5T'G
FLOOR
EX16TIN
MA50M
WALL B
FAF,IT I AL N®f;,:lTH
SCALE: 1/4' = 1' -0"
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CHECUA L.EN.
DATE: Oro-30-10
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