ുTE UNDER A SEPARATE LOW VOLTAGE PERMIT BY OTHERS ... · toilet room door detail. note: door...
3
ുTE UNDER A SEPARATE LOW VOLTAGE PERMIT BY OTHERS ... · toilet room door detail. note: door hardware shall be mounted as per fbc-fac 2004, sec. 11-4.13.9. door closer. note: all
NOTE: LABEL CIRCUITS IN ELEC PANEL THAT CONTAIN EMERGENCY AND EXIT LIGHTS
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NOTE: MC CABLE WILL BE ACCEPTABLE FOR USE WHERE 1/2" CONDUIT IS SPECIFIED AS AN ALTERNATE,
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** DENOTES NON-CONCURRENT
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22-24
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28-42
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25,27
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12,16
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15,17,19,21
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20
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13
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14
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6
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11
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-
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-
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1-20
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1-20
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1-20
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1-20
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1-20
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1-20
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1-20
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-
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-
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12
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12
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12
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12
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12
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12
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12
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A C C U #1
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AHU #1 W/10.0 KW HS
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2,4
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1,3
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2-40
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2-60
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6
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6
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0.5
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1/2"
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-
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-
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3/4"
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1/2"
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1/2"
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1/2"
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1/2"
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1/2"
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1/2"
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1/2"
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36.52 KW
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-
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-
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2.52
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9.8
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1.20
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4.20
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1.50
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0.5
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1.20
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1.20
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3/4"
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3/4"
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**
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5.8
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10.2
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NORTH
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FOR MEANS OF EGRESS ONLY
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1,010 SQ. FT.
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3,990 SQ. FT.
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5,000 SQ. FT.
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AREAS:
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WAREHOUSE:
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OFFICE:
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TOTAL:
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AREAS:
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*
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*
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/ 100 = 10 PERSONS
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/ 300 = 14 PERSONS
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24 PERSONS TOTAL
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OCCUPANT LOAD
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OCCUPANT LOAD: 10 PERSONS
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ANTICIPATED
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*
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*
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FINISH NOTES:
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NON ABSORBENT 4' WAINSCOTE IS NOT REQUIRED AS PER FBC SECTION 1210.2, EXCEPTION #2..
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FLAME SPREAD RATING NOTE:
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WOOD DOORS AND FRAMES TO BE SANDED, STAINED
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AND SEALED WITH CLEAR SEALER, COLOR AS SELECTED BY OWNER
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ACCOUSTICAL TILE CEILING TO BE 2'X4'X 5/8" MINERAL
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FIBERBOARD, WHITE FLUSH TYPE WITH FISSURED FACE,
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TOILET RMS- SHEET VINYL FLOORING AND 4" VINYL BASE,
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OFFICES - CARPET FLOORING W/ 4" VINYL BASE,
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ALL INTERIOR FINISHES SHALL BE CLASS "C" AS PER F.B.C. SEC. 803.3
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WALLS TO RECEIVE IMPERMEABLE PAINT FINISH
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PAINT OVER SEALER COAT ON DRYWALL
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WALLS TO RECEIVE ONE COAT OF ACRYLIC LATEX
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TYPE OF CONSTRUCTION - TYPE II, UNPROTECTED
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RUNNERS TO BE WHITE STEEL
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OVER DRYWALL
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BUILDING SHELL - SPRINKLERED
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4-3/0 CU IN EXISTING
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2-1/2" CONDUIT
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ELECTRICAL RISER DIAGRAM
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4-3/0 CU IN EXISTING
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AT 100,000 A. I. C.
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LIMITING FUSES RATED
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EXISTING METER AND
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EXISTING 200 AMP 3 PH
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DISCONNECT W/ NEW CURRENT
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METER CAN
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2-1/2" CONDUIT
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4-3/0 CU IN EXISTING
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TYPICAL
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2-1/2" CONDUIT
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3 PHASE ELECTRICAL PANEL
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NEW 200 AMP 42 CIRCUIT
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M
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200
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200
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ON EXTERIOR OF BUILDING
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EXISTING WIREWAY
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3
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PANEL
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TANKLESS WATER HEATER
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2-50
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8
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PROVIDE 2X WOOD BACKING
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FOR LAVATORY AND GRABBAR
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PARTITIONS SUPPORTING PLUMBING FIXTURES SHALL BE 20 GAGE STEEL STUDS MIN.
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NOTE:
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COMPLY W/ FLORIDA
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ACCESSIBILITY CODE
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DENOTES FIXTURES SHALL
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NOTE: TOILET ROOM IS NOT CLASSIFIED "PUBLIC" AS PER DEFINITION IN FBC (P) SEC. 202. THEREFORE NON ABSORBENT 4' WAINSCOTE IS NOT REQUIRED.
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H/C
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1-1/2" GRAB BARS SEE DETAILS
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SHEET 3, TYP
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NOTE: TOILET ROOM DIM'S ARE CLEAR INSIDE DIM'S., TYP.
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ROOFTOP MOUNTED CONDENSER
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W/P AND GFI PROTECTED
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W/ 110V RECEP FOR SERVICE
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1/2" D.W. ON 1-1/2" STEEL STUDS AT 24" O.C. AT CONC WALLS. PROVIDE RIGID INSULATION IN CAVITY, R- 4.1 MINIMUM TYP AT MASONRY AND CONC TILT WALLS
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12
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12
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12
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OS
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12
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12
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FLORIDA FIRE PREVENTION CODE, 6th EDITION 2017
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FLORIDA BUILDING CODE, 6th EDITION, 2017
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NFPA 101, LIFE SAFETY CODE, 2015
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C
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C
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EXISTING CONCRETE TILT WALL
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NEW 2 HOUR FIRE RATED TENANT DEMISING WALL
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WALL MOUNTED FIRE EXTINGUISHER, SHALL BE MIN. 2A1OBC WITH ANNUAL SERVICE TAG, TYP OF 2
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FE
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4
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2
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3
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EXISTING ROOF MTD. AIR INTAKE
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USER3
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USER2
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USER1
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RIPG
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KPG
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MATERIAL
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PRODCLASS
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PRODNAME
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PLATE
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REFLECTED CEILING PLAN
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SCALE: 1/8" - 1'-0"
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NORTH
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+9'-0"
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TLT RMS
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CLG HT
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NOTE: CEILING MAIN RUNNERS SHALL HAVE 12 GAGE HANGER WIRES AT 48" O. C.
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DENOTES SUPPLY GRILLE
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EXHAUST FAN WITH 4" METAL DUCT TO EXTERIOR THRU EXIST'G ROOF OPENING TYPICAL
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2'X4' LAY IN CEILING W/
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ABOVE CEILING (R-11)
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W/3-1/2" BATT INSUL
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2'X4' LED LIGHT FIXTURES
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s
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16
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16
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O
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s
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O
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16
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16
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16
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16
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12
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12
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s
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O
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+9'-0"
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OFFICE
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CLG HT
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6
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s
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6
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6
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6
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s
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O
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O
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11
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11
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11
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s
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11
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3
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s
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s
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3
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11
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"J" BOX FOR FUTURE SIGN
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EXISTING EXTERIOR CONCRETE TILT WALLS AND GLAZING
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7-10
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5
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11
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NOTE: ALL ACCESSIBLE ROUTE DOORS ARE 36" WIDTH AND 80" HIGH MIN., TYP. AS PER DOOR SCHEDULE
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BAY 7
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BAY 5
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BAY 3
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BAY 4
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BAY 1
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BAY 2
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BAY 6
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BAY 10
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BAY 8
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BAY 9
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BUILDING H
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C
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A
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1
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13
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REG. No. AA 26000661
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3045 N. FEDERAL HIGHWAY
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SUITE 46
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1
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S C A L E
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D A T E
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F I L E
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S H E E T N O .
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J O B N O.
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1
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O F
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3
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ARCHITECTURE PLANNING
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FAX
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TELEPHONE
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FORT LAUDERDALE, FL 33306
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954 567-2063
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954 567-2062
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SEAL
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R E V I S I O N S
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NORTH
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KEY PLAN
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BUILDING " H " BAY 12
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M A D I S O N B U S I N E S S P A R K, L L L P
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4450 EAGLE FALLS PLACE, TAMPA FLORIDA 33619
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WORK THIS PERMIT
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BAY 11
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BAY 12
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NOTE: THIS PERMIT WILL INCLUDE EMPTY CONDUITS FOR FUTURE DATA AND / OR PHONES. LOW VOLTAGE WIRING SHALL BE DONE AT A LATER DATE UNDER A SEPARATE LOW VOLTAGE PERMIT BY OTHERS.
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OS
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ELECTRICAL PANEL
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4' X 4' TELEPHONE BOARD
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H/C
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GFI
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6
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+48"
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+48"
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6
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GFI
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USER3
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USER2
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USER1
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RIPG
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KPG
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MATERIAL
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PRODCLASS
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PRODNAME
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PLATE
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TLT.
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TLT.
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H/C
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H/C
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H/C
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19
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17
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14
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17
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17
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19
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1,3
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17
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2,4
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GFI
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WP
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25,27
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15
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15
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19
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19
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17
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C
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C
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C
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C
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C
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C
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C
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C
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J
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OFFICE
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OFFICE
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OPEN OFFICE
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OFFICE
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TWH
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SERVICE SINK
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17
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C
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17
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C
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H/C
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20
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GFI
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15
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C
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21
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C
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21
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13
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5
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6
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6
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1
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ALIGN W/ MULLION
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ALIGN W/ MULLION
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ALIGN W/ MULLION
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WALL MOUNTED FIRE EXTINGUISHER, SHALL BE MIN. 2A1OBC WITH ANNUAL SERVICE TAG, TYP OF 2
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FE
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4
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2
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3
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SUSPENDED AHU ABOVE CEILING
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FE
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5
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5
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C
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6
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VERIFY EXACT LOCATION OF EXISTING VENTILATOR FAN
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1/2" D.W. EACH SIDE STEEL STUDS AT 24" OC W/ TOP AND BOT TRACK, PROVIDE R-11 INSULATION AT PERIMETER OF CONDITIONED SPACE
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MAD BP H-12
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AS SHOWN
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2020 06
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2/4/2020
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16
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21
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SPARES/SPACES
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EM
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EM
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EM
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12
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NOTE: FLOOR SLAB TO BE CUT TO PROVIDE FOR NEW DF AND SERV. SK SANITARY LOCATIONS. VERIFY LOCATION OF EXISTING SAN LINE
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EXISTING SERV SK STUB OUT
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T
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REG. No. AA 26000661
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3045 N. FEDERAL HIGHWAY
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SUITE 46
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1
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TUBING RISER CLAMP, VIBRACLAMP
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PROVIDE SUPPORTS AT 10' VERTICAL DISTANCE MAX IN ACCORDANCE WITH FBC MECHANICAL, TABLE 305.4
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PROVIDE 'C' CLAMPS, AUX. STEEL, UNISTRUT & ALL REQUIRED ACCESSORIES TO SECURE HANGER RODS TO STRUCTURE ABOVE
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%%uVERTICAL
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N.T.S.
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%%uHANGER DETAIL
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%%uREFRIGERANT PIPE
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CHANNEL
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3/8" GALV. ALL THREAD ROD (TYP.)
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PROVIDE SUPPORT AND 2 #10 SMS, 1 EACH SIDE OF DUCT AT 10' MAX SPACING
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VERTICAL METAL DUCT
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NOTE: INSTALLATION OF SUPPORTS SHALL BE IN COMPLIANCE W/ SMACNA LOW PRESSURE DUCT STANDARDS, 5th EDITION, HANGERS AND SUPPORTS SECTION
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DUCT DETAIL
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NOT TO SCALE
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1 1/2", 22 GA.
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HANGER STRAP
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RECTANGULAR TAKEOFF TO BRANCH DUCT
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MANUAL VOL. DAMPER CONSTRUCTED FOLLOWING SMACNA STANDARDS
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TRUNK DUCT
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45° ENTRY
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%%uTYPICAL DETAIL OF
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%%u90 DUCT TAP
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N.T.S.
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DIFFUSER
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SEAL JOINT WITH DUCT SEALER & TAPE
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SPIN COLLAR FITTING WITH DAMPER
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INSULATED FLEX. DUCT
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%%uCONNECTION DETAIL
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SPIN COLLAR W/DAMPER
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DRAW BAND
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SEAL JOINT WITH DUCT SEALER & TAPE
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"THERMA FIN" OR EQUAL INSULATED FLEX DUCT RATED FOR 450° F MIN.
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LOW VELOCITY SUPPLY AIR DUCT (SEE PLAN VIEW)
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%%uFLEXIBLE DUCT
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AIR FLOW
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N.T.S.
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AIR FLOW
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H V A C P L A N
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SCALE: 1/8" = 1'-0"
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NORTH
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USER3
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USER2
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USER1
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RIPG
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KPG
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MATERIAL
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PRODCLASS
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PRODNAME
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PLATE
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EXISTING ROOF MTD. AIR INTAKE
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12"X12" TRANSFER RETURN GRILLE W/ 10" FLEX (U N O) TO 24"X24"X30" PLENUM BOX ABOVE 24"X24" RETURN GRILLE
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REF. LINES THRU EXIST'G ROOF JACK
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AHU
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24" X 48" R.A.G. W/ FILTER
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4 WAY 250 CFM.
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4 WAY 250 CFM.
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4 WAY 150 CFM.
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4 WAY 150 CFM.
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7"~
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4 WAY 250 CFM.
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9"~
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9"~
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16"x18"
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16"x18"
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12"x10"
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9"~
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7"~
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9"~
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12"~
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NOTE: LABEL OUTSIDE AIR INTAKE "INTAKE" AS PER FBC 2810
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8" METAL DUCT THRU EXISTING ROOF OPNG TO PROVIDE FRESH AIR INTAKE FOR HVAC SYSTEM MIN 10' FROM EXHAUST AND PLUMBING VENTS
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3/4" PVC COND LINE FROM SUSPENDED A H U TO EXISTING PLANTER, ABOVE CEILING LINE AND DOWN INSIDE FRONT WALL WHERE IT PENETRATES WALL AND TURNS UP 6" AFG.
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EXIST. ROOF OPENING TYP.
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DUCT TO EXTERIOR THRU
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EXHAUST FAN WITH 4" METAL
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PAN AND FLOAT SWITCH
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FROM ROOF STRUCTURE W/
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A H U SUSPENDED
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60 CFM, 1/10 HP
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4 WAY 250 CFM.
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6"~
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ROOFTOP MOUNTED CONDENSER ON EXISTING STAND
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EXISTING ROOF MOUNTED EXHAUST FAN 4,000 CFM
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10"x10"
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S C A L E
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D A T E
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F I L E
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S H E E T N O .
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J O B N O.
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2
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O F
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3
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ARCHITECTURE PLANNING
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FAX
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TELEPHONE
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FORT LAUDERDALE, FL 33306
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954 567-2063
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954 567-2062
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SEAL
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R E V I S I O N S
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BUILDING " H " BAY 12
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M A D I S O N B U S I N E S S P A R K, L L L P
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4450 EAGLE FALLS PLACE, TAMPA FLORIDA 33619
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H V A C NOTES
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OFFICE AREA AIR CONDITIONING SUPPLY AND RETURN DUCTWORK SHALL BE
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CONSTRUCTED OF 1-1/2", R=6, THICK, RIGID STANDARD DUTY FIBERGLASS BOARD
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IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA "FIBROUS GLASS DUCT
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ACCORDANCE WITH N.F.P.A. BULLETIN 90-A. DUCTWORK SHALL BE FABRICATED
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WITH REINFORCED FLAMEPROOF ALUMINUM FOIL FACED COVERING IN
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BULLETINS.
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AND TEES.
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NET INSIDE DUCT DIMENSIONS.
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BY SMACNA.
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VAPOR BARRIER.
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SPLITTER DAMPERS WITH OPERATORS
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DUCT DIMENSIONS SHOWN ON ALL AIR DISTRIBUTION DUCT LAYOUTS ARE
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EDITION OF SMACNA " LOW PRESSURE DUCT CONSTRUCTION STANDARD".
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METAL, FABRICATED AND INSTALLED IN ACCORDANCE WITH THE LATEST
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ALL EXHAUST DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEET
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PROVIDE DOUBLE THICKNESS TURNING VANES AT ALL DUCTING ELBOWS
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PROVIDE ALL BRANCH TAKE OFFS WITH EITHER AIR VOLUME EXTRACTORS OR
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THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE SUPPLY AND RETURN
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BRANCH TAKE OFFS SHALL BE CONSTRUCTED AND INSTALLED AS REQUIRED
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ALL TRANSVERSE DUCTING JOINTS SHALL BE SHIPLAP TYPE IN ACCORDANCE
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SETBACK IN COMPLIANCE WITH FBC MECH. 13-407.1
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HVAC SYSTEM SHALL HAVE AUTOMATIC CONTROL CAPABLE OF
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MOUNT ALL THERMOSTATS 4 FEET ABOVE FINISH FLOOR.
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WITH SMACNA " FIBROUS GLASS DUCT CONSTRUCTION STANDARD".
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ABCD.2.4.1.
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BLADE DAMPERS
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EXISTING ROOF JACKS
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REFRIGERANT LINES SHALL BE RUN THRU
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FRESH AIR INTAKE, EXHAUST DUCTS, AND
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OR EQUAL, FOR THE FIRST 20 FEET
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DIFFUSERS SHALL BE 12"X12" WITH OPPOSED
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IN UNCONDITIONED SPACES W/ 3/4" ARMAFLEX
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CONDENSATE LINES SHALL BE INSULATED W/
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CONSTRUCTION STANDARD" AND ALL MANUFACTURERS INSTRUCTIONS AND
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TOP OF SLOPING ROOF
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SCALE: 1/8" - 1'-0"
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BUILDING SECTION
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ROOF SLOPES 10" TO POINT OF ROOFTOP EQUIPMENT. NEW ROOFTOP EUIPMENT SCREENED BY EXISTING PARAPET WALL,
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FRONT OF BUILDING
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AT PARAPET WALL
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ACCU
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ARCHED PARAPET WALL
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LOWER PARAPET BEYOND
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EXISTING AIR INTAKE DETAIL
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SCALE: 3/4" = 1'- 0"
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NEW EQUIPM'T ON EXISTING STANDS
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AT TIME OF SHELL BUILDING
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ROOF STRUCTURE
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3/8" GALV. ALL THREAD ROD (TYP.)
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LIQUID
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A H U MOUNTING DETAIL
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24"X24" GALV METAL AIR INTAKE W/ HOOD AND SCREEN ON 15" HIGH BASE, PROVIDE LABEL "INTAKE"
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FOR LENGTHS OF 30' AND LESS,
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FOR LARGER RUNS CONSULT MANUF.
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1/4" O. D.
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3.5 TON
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3/4" O. D.
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5/16" O. D.
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3/4" O. D.
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LIQUID LINE
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SUCTION LINE
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LIQUID LINE
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SUCTION LINE
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5/16" O. D.
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1/4" O. D.
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1-1/8" O. D.
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3/8" O. D.
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4 TON
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3/8" O. D.
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1-1/8" O. D.
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5 TON
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3/4" O. D.
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3/4" O. D.
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2 TON
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REFRIGERANT LINE INSULATION SHALL COMPLY
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REFRIGERANT LINES SHALL HAVE 1" INSULATION
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WITH F B C 1107.3
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3 TON
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2.5 TON
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N. T. S.
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AND SECURE WITH S.M. SCREW
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LOOP OVER ROOF STRUCTURE
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EXTEND TO ROOF JOIST
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TYPICAL CHANNEL AND STRAP DUCT HANGER
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DUCT HANGER DETAIL
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1" WIDE 20 GA. GAL. HANGER STRAP
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PROVIDE 'C' CLAMPS, AUX. STEEL, UNISTRUT & ALL REQUIRED ACCESSORIES TO SECURE HANGER RODS TO STRUCTURE
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%%uREFRIGERANT PIPE
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N.T.S.
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REFRIGERANT LINE NOTES
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%%uHANGER DETAIL
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SUCTION
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INSULATION
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CHANNEL
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STRAPS
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HANGER RODS
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SHEET METAL SADDLE
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ISOLATORS
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5/8" RUBBER VIBRATION
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3/8" THREADED RODS, TYP
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1-5/8" UNISTRUT
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TYPICAL
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OF 4
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AIR HANDLING UNIT
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FLOAT SWITCH AT GALV METAL
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LINE, SEE PLANS FOR
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PAN, PAN SHALL EXTEND MIN
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TERMINATION POINT
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3" ALL SIDES OF UNIT
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PRIMARY CONDENSATE
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SUSPENDED AHU DOES NOT REQIRE ADDITIONAL BRACING AT BAR JOIST SUPPORT
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N.T.S.
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1/4" THICK NEOPRENE SLEEVE
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STEEL BAR JOIST
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STEEL DECK W/ INSULATION
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EXISTING
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ON
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DUCT
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ROOF MOUNT A/C CONDENSER DETAIL
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N. T. S.
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STEEL BAR JOIST
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TAR FILLED PITCH PAN
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STEEL DECK W/ INSULATION
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BUILT UP ROOF
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NEW EQUIPMENT
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MECHANICAL EQUIPMENT STRAPPED TO EXISTING STAND W 6 1-1/4"X18", 20 GAGE STRAPS. PROVIDE 2 STRAPS AT SIDE OF UNIT. STRAPS TO BE FASTENED WITH (2) #10 TEK SCREWS INTO UNIT AND (2) 0.177 PINS INTO STAND. TOTAL UPLIFT CAPACITY = 832#
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EXISTING STAND
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FRESH AIR CALC'S - ASHRAE 62-2013
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(EQUATION #4-1) Vbz=RpPz+RaAz
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Vbz = RpPz + RaAz (Equation 4-1) where: Rp = People outdoor air rate: the outdoor airflow rate required per person from Table 403.3. Pz = Zone population: the number of people in the space or spaces in the zone. Ra = Area outdoor air rate: the outdoor airflow rate required per unit area from Table 403.3. Az = Zone floor area: the net occupiable floor area of the space or spaces in the zone.
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(EQUATION #4-1) Vbz=RpPz+RaAz V= 10 x 10 + .06 X 3,990 SF V= 339 CFM
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STORAGE SPACE -
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(EQUATION #4-1) Vbz=RpPz+RaAz V= 5 X 7.5+ .06X 1,010 SF V= 98 CFM
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OFFICE SPACE -
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1,010 SQ. FT.
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3,990 SQ. FT.
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STORAGE:
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OFFICE:
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HVAC SYSTEM SHALL HAVE AUTOMATIC CONTROL CAPABLE OF
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SETBACK IN COMPLIANCE WITH FBC MECH. 13-407.1
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OR EQUAL, FOR THE FIRST 20 FEET
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BLADE DAMPERS
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EXISTING ROOF JACKS
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FRESH AIR INTAKE, EXHAUST DUCTS, AND
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REFRIGERANT LINES SHALL BE RUN THRU
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CONDENSATE LINES SHALL BE INSULATED W/
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IN UNCONDITIONED SPACES W/ 3/4" ARMAFLEX
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DIFFUSERS SHALL BE 12"X12" WITH OPPOSED
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ABCD.2.4.1.
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MAD BP H-12
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AS SHOWN
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2020 06
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2/4/2020
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16"~
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12"~
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4 WAY 75 CFM.
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16"x12"
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EVAP. SECTION
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CAPACITY REDUCTION
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NUMBER OF COMPRESSORS
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FILTER TYPE / THICKNESS
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FAN MOTOR H.P.
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COMPRESSOR M C A
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NUMBER OF CONDENSER FANS
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HEATING CAPACITY KW.
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FAN MOTOR H.P.
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AMBIENT AIR TEMP. ^F
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NUMBER OF STAGES
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**
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OR OWNER APPROVED EQUIVALENT
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ACCESS.
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COND. SECTION
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HEAT
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10.0 KW.
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1
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TW/1"
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1/2
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95
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1/5
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0/100
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1
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1
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23.6
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MANUFACTURER
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ELECTRIC SERVICE
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MIN. CIRCUIT AMPS/MAX. FUSE
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OPERATING WEIGHT
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SENSIBLE CAPACITY BTUH
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OUTSIDE AIR CFM.
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SUPPLY AIR CFM.
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TOTAL CAPACITY BTUH
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EXTERNAL STATIC PRESS. IN W. G.
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AIR CONDITIONING EQUIPMENT SCHEDULE
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EER/(SEER)
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DESIGNATION
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MODEL NO.
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UNIT
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SEE SCHED.
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31,180
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1400
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41,000
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0.3
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48.9 / 60
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208/230/1/60
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CARRIER
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AHU-1
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100#
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**
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3 1/2 TON 14 SEER
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3 1/2 TON
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14.0
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208/230/1/60
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CARRIER
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ACCU-1
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24ABB4 42 W 30
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23.6/40
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225#
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**
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FY4 C N B 042 010
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SANITARY WASTE PIPING SHALL BE SCHEDULE 40 PVC SOIL PIPE, WITH
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DRAINAGE TYPE FITTINGS OF SAME WEIGHT AND MANUFACTURE AS THE PIPE.
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EACH FIXTURE OR GROUP OF FIXTURES, RISERS AND END OF SUPPLY LINES.
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BUT NO LESS THAN 12 INCHES LONG. AIR CHAMBERS SHALL BE PROVIDED AT
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DOMESTIC WATER PIPING AIR CHAMBERS SHALL BE 20 PIPE DIAMETERS,
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HAVE A CHROME PLATED ESCUTCHEON INCLUDING THOSE LOCATIONS INSIDE
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ALL FIXTURES MUST BE PROVIDED WITH READILY AVAILABLE STOPS.
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ALL EXPOSED FITTINGS AND PIPE SHALL BE CHROME PLATED AND SHALL
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PROVIDE UNIONS AT ALL PIPING CONNECTIONS TO THE WATER HEATER TO
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ALLOW EASY REMOVAL OF THE UNIT.
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CABINETS.
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PLUMBING NOTES
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DOMESTIC WATER PIPING SHALL BE CPVC
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OTHER WORK
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CUT PANELS FOR LIGHTING FIXTURES AND OTHER
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THE PLANS AND AS DETERMINED WITH INSTALLERS OF
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EQUIPMENT PENETRATING THE CEILING AS REQUIRED BY
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NAME, OR NOMENCLATURE PLATES
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SUSPENDED CEILINGS
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TO THE WORK
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FURNISH AND INSTALL SUSPENDED STEEL GRID
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SYSTEM WITH LAY-IN ACOUSTICAL TILES AND
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SYSTEMS IN ACCORDANCE WITH THE MANUFACTURERS
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PRINTED INSTALLATION INSTRUCTIONS AND SHALL BE
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COMPLETE AND PROPER INSTALLATION
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PROVIDE ALL ASSOCIATED HARDWARE NEEDED FOR A
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WITH THE SPECIFIED REQUIREMENTS
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ALONG WITH MANUFACTURERS SPECIFICATIONS AND
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IN COMPLIANCE WITH INDUSTRY STANDARDS APPLICABLE
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OTHER DATA REQUIRED TO DEMONSTRATE COMPLIANCES
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SUBMIT SAMPLES OF EACH ITEM, COLOR, AND PATTERN
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ACTUAL SURFACES TO BE PAINTED
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APPROVED PAINT MATERIALS MANUFACTURERS
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CLEAN EACH SURFACE TO BE PAINTED PRIOR TO
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PROVIDE THE BEST QUALITY GRADE OF THE VARIOUS
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COLORS SELECTED IN THE FORM OF ACTUAL
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IF SO DIRECTED, PROVIDE 24"X24" SAMPLES OF
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APPLICATION OF THE APPROVED MATERIALS ON THE
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APPLYING PAINT OR SURFACE TREATMENT
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TYPES OF COATINGS AS REGULARLY MANUFACTURED BY
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FIXTURE CLEARANCES
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LAV
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SCALE: 1/4" = 1'-0"
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WC
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SELF DRILLING POINTS
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PAINT AND WALLCOVERING
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AS INDICATED ON THE PLANS
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MANUFACTURER OF THE GYPSUM WALLBOARD USED
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USE FLATHEAD SCREWS, SHOULDERED, SPECIFICALLY
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DESIGNED FOR USE WITH POWER DRIVEN TOOLS, NOT
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LESS THAN 1" LONG, WITH SELF TAPPING THREADS AND
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PAINT ALL INTERIOR AND EXTERIOR EXPOSED SURFACES
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TOGETHER AND SHALL BE ONLY AS RECOMMENDED BY THE
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DO NOT PAINT OVER ANY REQUIRED LABELS OR
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EQUIPMENT IDENTIFICATION, PERFORMANCE RATING,
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FORM A , FOR SINGLE APPLICATION
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5/8" THICK, FOR SINGLE PLY APPLICATION
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A MINIMUM OF JOINTS
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REGULAR WALLBOARD SHALL BE GRADE "R" 1/2" OR
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FIRE RETARDANT WALLBOARD SHALL BE GRADE "X",
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PROVIDE CORNER BEADS AT ALL CORNERS
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SS-L-30, TYPE III, CLASS 1, TAPER EDGED, IN
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JOINTING SYSTEM SHALL INCLUDE REINFORCING TAPE
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AND COMPOUND DESIGNED AS A SYSTEM TO BE USED
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ALL GYPSUM WALLBOARD SHALL CONFORM TO FED. SPEC.
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48" WIDTHS AND IN SUCH LENGTHS AS WILL RESULT IN
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h/c
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wc
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N T S
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DF
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DRINKING FOUNTAIN DETAIL
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SHADED AREA DENOTES WHERE DRINKING FTN MAY BE INSTALLED
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CONSISTENT WITH THE INTENT OF THESE DOCUMENTS
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OF THE WORK AND ACQUAINT THEMSELVES WITH ALL AVAILABLE INFORMATION
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OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE, UNLESS SPECIFICALLY
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CONTRACTOR SHALL TAKE PROPER PRECAUTIONS TO INSURE THAT EXISTING
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WILL NOT ENTITLE THEM TO AN EXTRA.
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GYPSUM WALLBOARD
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THIS CASE, THE LONGER PERIOD OF TIME WILL GOVERN.
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AND PROPER INSTALLATION
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GUARANTEES THE PRODUCT FOR A GREATER PERIOD OF TIME. IN
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PROVIDE ALL DRYWALL AND ACCESSORIES, COMPLETE IN
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PLACE AS SHOWN ON THE DRAWINGS FOR A COMPLETE
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AND TO INCLUDE IN THEIR PROPOSALS A SUM TO COVER SUFFICIENTLY,
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BIDDERS TO FULLY INFORM THEMSELVES OF ALL EXISTING CONDITIONS
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REGARDING THE LOCATION OF EXISTING FACILITIES. FAILURE OF THE
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IT SHALL BE THE RESPONSIBILITY OF THE BIDDERS TO VISIT THE SITE
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REVIEW.
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WEATHER,ETC
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EXISTING FINISHES
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ALL AREAS CUT OR PATCHED SHALL BE FINISHED TO MEET AND MATCH
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PREFABRICATED ITEMS. DO NOT FABRICATE PRIOR TO ARCHITECT'S
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SIGNATURE AND DATED APPROVAL FOE REVIEW BY ARCHITECT FOR ALL
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SUBMIT 6 COPIES OF SHOP DRAWINGS BEARING GENERAL CONTRACTOR'S
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ALL MATERIALS AND WORKMANSHIP WILL BE GUARANTEED FOR A PERIOD
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THOSE MANUFACTURED ITEMS WHOSE MANUFACTURER WARRANTS OR
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MODIFIED HEREIN. THE EXCEPTION TO THIS PROVISION SHALL BE
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CONDITIONS ARE NOT DAMAGED DURING CONSTRUCTION, ie INCLEMENT
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TO COMMENCING OR CONTINUING THE WORK
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GENERAL NOTES
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AND EXISTING CONDITIONS AND SHALL NOTIFY THE ARCHITECT OF
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PROVIDE ALL REQUIRED MATERIALS FOR A COMPLETE INSTALLATION
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ANY CONFLICTS OR DISCREPANCIES WITHIN THESE DOCUMENTS, PRIOR
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GENERAL CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE WORK
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AND ORDINANCES WHICH BEAR ON THE PERFORMANCE OF THE WORK
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ALL CONSTRUCTION SHALL COMPLY WITH THE GOVERNING LOCAL CODES
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PARTITIONS SUPPORTING PLUMBING FIXTURES SHALL BE 20 GAGE STEEL STUDS MIN.
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SCALE: 1/4"=1'-0"
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1 1/2" RD. GRAB BAR
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REAR GRABBAR
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TYPICAL TOILET ROOM ELEVATIONS
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TOP AT 33" AFF
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36" LONG, TYPICAL
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NOTE: TOILET PAPER DISPENSERS SHALL BE MOUNTED AS PER FBC-FAC 2004, SEC. 11-4.16.6
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TP
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SIDE GRABBAR
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TOP AT 33" AFF
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42" LONG, TYPICAL
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1 1/2" RD. GRAB BAR
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LEVER HANDLES
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MAX
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H/C
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H/C
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PAPER TOWEL HOLDER
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24"X36" MIRROR
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PLUMBING FIXTURE SCHEDULE
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BUILDING CODE FOR WATER CONSUMPTION.
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INDIVIDUAL SHUT-OFF.
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F. A. C. . REQUIREMENTS.
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AQUASEAL VALVES AND CHROME FINISH. POP UP DRAIN ASSEMBLY
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PROVIDE A DELTA SINGLE LEVER FAUCET W/ 4" CENTERS
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INSULATE EXPOSED PIPING W/ TRUEBRO LAV GUARD KIT
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SHALL BE AN AMERICAN STANDARD MODEL LUCERNE 0355.012
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17" HIGH, 1.6 GPF, VITREOUS CHINA,
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SHALL BE AN AMERICAN STANDARD MODEL CADET 2998.012
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OLSONITE # 95 OPEN FRONT SEAT LESS COVER.
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HCLAV (HANDICAP)
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HCWC (HANDICAP)
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SHOP SINK SHALL BE A LAUNDRY TUB, SWANSTONE ST-1F, SINGLE BOWL FIBERGLASS BASIN WITH GOOSENECK FAUCET AND LEGS OR OWNER APPROVED EQUIVALENT.
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ELECTRIC WATER COOLER SHALL BE ELKAY EZ4, ADA COMPLIANT, STAINLESS STEEL BASIN W/ FRONT PUSH BAR ONLY.
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TANKLESS WATER HEATER RHEEM RTE 13 OR OWNER APPROVED EQUAL
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NOTES:
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2.) PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR
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3.) ALL HANDICAP PLUMBING FIXTURES SHALL BE INSTALLED AS PER LATEST
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1.) ALL PLUMBING FIXTURES SHALL BE AS SPECIFIED OR APPROVED EQUAL.
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4.) ALL FIXTURES SHALL COMPLY WITH TABLE 604.4 OF THE FLORIDA
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NOTE: PROVIDE APPROVED FIRECAULKING BETEEN CONC BLOCK AND TILT WALL PANEL.
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CONC. TILT WALL PANEL
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PROVIDE 2 FILLED CELLS W/ (1) #6 EA, AT ENDS OF WALL, TYP
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ELEV.: + 20'-0" TOP OF BOND BEAM AT LOW POINT OF ROOF, STEP BEAM UP 3 COURSES TO FOLLOW RAKE OF ROOF STRUCTURE TOWARDS FRONT OF BLDG. ALIGN CENTER OF BEAM APPROX. W/ BOTT CHORD OF BAR JOIST. VERIFY HEIGHTS IN FIELD
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SCALE: 1/8" = 1'-0"
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END OF WALL DETAIL
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BOND BEAM BLOCK W/ (1) #5 TOP & BOTT. AND #5 HOOK BAR FROM BEAM TO TOP COURSE
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L5X5X1/4"X1'-4" ANGLE W/ (2) 3/4" DIA. EPOXY ANCHOR BOLTS W/ 6" MIN EMBED. INTO WALL AND (2) 3/4" DIA. EPOXY ANCHOR BOLTS W/ 4" MIN EMBED. IN 2" SLOTTED HOLE INTO CONC TILT WALL PANEL AT 6' OC. TYP EA END OF WALL
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8" CONCRETE BLOCK WALL W/#9 LADDER TYPE DURA-WALL JOINT REINF AT 16" OC (EVERY OTHER COURSE)
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8" GROUT FILLED CELL WITH #6 @ 6'-0" O.C. (TYP.)
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EXISTING METAL DECK & ROOFING
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#5 BAR IN FILLED CELL AT 4' OC FROM BOND BEAM UP.
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BOND BEAM BLOCK W/ (1) #5 TOP & BOTT. AND #5 HOOK BAR FROM BEAM TO TOP COURSE
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BOND BEAM BLOCK OVER PRECAST CONCRETE LINTEL (CAST CRETE) W/ (1) #5 TOP & BOTT. AND #5 HOOK BAR FROM BEAM TO TOP COURSE
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TYP.
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3/16
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L BRACE 3 1/2" X 3 1/2" X 1/4" @ 6'-0" MAX BETWEEN AND FULLY WELDED TO TOP AND BOTT CHORD OF EXIST'G BAR JOIST
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L BRACE 3 1/2" X 3 1/2" X 1/4" @ 6'-0" MAX W/ (1) 3/4" DIA A307 BOLT @ EACH END OF HORIZ. ANGLE
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ELEV.: + 20'-0" TOP OF BOND BEAM AT LOW POINT OF ROOF, STEP BEAM UP 3 COURSES TO FOLLOW RAKE OF ROOF STRUCTURE TOWARDS FRONT OF BLDG. ALIGN CENTER OF BEAM APPROX. W/ BOTT CHORD OF BAR JOIST. VERIFY HEIGHTS IN FIELD
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ELEV.: + 14'-0" BOTT. OF PRECAST CONC. LINTEL
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NOTE: 8X16 BEAM ONLY AT AREA INDICATED ON PLAN.
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L3X3X1/4"X1'-4" LONG VERT ANGLE W/ (2) 3/4" DIA. EPOXY ANCHOR BOLTS W/ 6" MIN EMBED. AT 6' OC
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REAR
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EXIST. CONC. TILT UP PANEL
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8 X 16 BEAM AT THIS AREA ONLY. BOTTOM OF LINTEL AT 14'-0" A.F.F.
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SEE TYPICAL WALL SECTION
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<
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<
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EXISTING STEEL COLUMN.
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SEE COL. DETAILTHIS SHEET
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< OF STEEL COLUMNS
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8" GROUT FILLED CELL WITH #6 @ 6'-0" O.C. (TYP.)
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< OF STEEL COLUMNS AND NEW MASONRY WALL
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FRONT
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EXIST. CONC. TILT UP PANEL
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NOTE: COLUMN WRAPPED IN CONC BLOCK TO ACHIEVE 2 HOUR MIN FIRE RATING
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LADDER TYPE HORIZ JOINT REINF, EXTEND TO COL, TYP.
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CORRUGATED WALL TIES @ 16" O.C. VERT, 4 AT EACH LEVEL
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4" CONC BLOCK EA. SIDE OF COL.
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EXISTING STEEL COLUMN
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(2) CONCRETE FILLED CELLS W/ (1) #6 VERT. AT EA. CELL TYP. UNDER EACH END OF 8" X 16" LINTEL.
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FILL ALL CELLS W/ GROUT, TYP AT COLUMNS
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8 X 16 BEAM AT THIS AREA ONLY. BOTTOM OF LINTEL AT 14'-0" A.F.F.
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SCALE: 3/4" = 1'-0"
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COLUMN DETAIL
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D E M I S I N G W A L L P L A N
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SCALE: 1/8" = 1'-0"
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8" CONCRETE BLOCK WALL
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DRILL AND EPOXY DOWEL 8" INTO FOUNDATION
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NOTE: WALL RATING 2 HOURS, U. L. ASSEMBLY # U 905
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ELEV.: 0'-0" TOP OF SLAB
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SCALE: 3/4" = 1'-0"
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D E M I S I N G W A L L S E C T I O N
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NOTE: 1. TOILET ROOM DIM'S ARE CLEAR INSIDE DIM'S., TYP. 2. CEARANCES ARE DIAGRAMATIC, NOT SITE SPECIFIC
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INTERIOR PARTITION DETAIL
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SCALE: N.T.S.
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NON RATED
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CONC SLAB
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POWDER ACTUATED CONC. PINS @ 32" O.C.
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25 GA GALV. STEEL RUNNER
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(1) LAYER OF 1/2" GYP. WALL BOARD (EACH SIDE) TO TERMINATE 6" ABOVE CEILING GRID
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25 GA GALV. STEEL TOP TRACK
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25 GA GALV. STEEL STUDS @ 24" O.C.
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SEE REFLECTED
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CLG PLAN
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LAY-IN CEILING AND GRID W/ R-11 BATT INSULATION ABOVE
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PROVIDE 3-1/2" BATT INSULATION IN ALL INTERIOR WALLS
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STEEL COLUMN 2 HOUR FIRE RATING ACHIVED AS PER FBC 2017, TABLE 721.1(1) ITEM #1-1.2. PROTECTION OF 8"X8" STEEL COLUMN REQUIRES 1" CONCRETE COVER. AND IS PROTECTED BY A MIN. OF 4" OF FILLED MASONRY CELLS, TYP.
PROVIDE 1" MAX GAP FOR APPROVED FIRE CAULKING UL ASSEMBLY HW-D-0329, TREMCO OR EQUAL, TYP
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PROVIDE 2" MAX GAP FOR APPROVED FIRE CAULKING UL ASSEMBLY WW-S-0024, TREMCO OR EQUAL, TYP EA. END
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#5 BAR IN FILLED CELL AT 4' OC FROM BOND BEAM UP.
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PROVIDE 1" MAX GAP FOR APPROVED FIRE CAULKING UL ASSEMBLY HW-D-0329, TREMCO OR EQUAL, TYP
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REG. No. AA 26000661
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3045 N. FEDERAL HIGHWAY
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SUITE 46
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1
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S C A L E
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D A T E
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F I L E
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S H E E T N O .
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J O B N O.
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3
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O F
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3
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ARCHITECTURE PLANNING
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FAX
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TELEPHONE
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FORT LAUDERDALE, FL 33306
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954 567-2063
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954 567-2062
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SEAL
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R E V I S I O N S
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BUILDING " H " BAY 12
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M A D I S O N B U S I N E S S P A R K, L L L P
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4450 EAGLE FALLS PLACE, TAMPA FLORIDA 33619
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MAD BP H-12
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AS SHOWN
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2020 06
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2/4/2020
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EXISTING 4" SEWER LINE
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WC
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3"
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4"
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C.O.
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1\
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3" V.T.R.
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LAV
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1\
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LAV
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SANITARY RISER DIAGRAM
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N T S
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WC
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3"
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SK
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C.O.
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2"ST
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DF
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2"
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WC
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WATER RISER DIAGRAM
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PROVIDE SHUT OFF AT
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TOILET ROOMS
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AT DRINKING FTN
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PROVIDE WATER ARRESTER
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LAV
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WC
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1/2"
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3/4"
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LAV
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1/2"
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1/2"
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1/2"
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1/2"
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1/2"
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3/4"
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SK
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1/2"
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1/2"
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3/4"
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EXTEND TO NEW 5/8" METER IN EXISTING BOX AT EXTERIOR OF BUILDING. EXISTING BUILDING WATER SUPPLY PROTECTED BY EXISTING BACKFLOW PREVENTER AT POINT OF SERVICE TO PROPERTY, TYP.
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3/4"
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DF
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N T S
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TANKLESS WATER HEATER W/ SHUT OFF VALVES ON H & C WATER LINES AND HEAT TRAP ON HW LINE
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1/2"
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3/4"
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NEW 2" SANITARY LINE TO TIE INTO EXIST'G 4"
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NEW 6 MILL VAPOR BARRIER
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NOTE: COMPACT AND PROVIDE TERMITE TREATMENT UNDER NEW CONC. SLAB
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SLAB REPAIR DETAIL
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SCALE: 3/4" - 1'-0"
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EXISTING CONCRETE SLAB
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NEW CONCRETE SLAB
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6"X6" -10/10 W. W. M.
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PROVIDE #4X12" SET IN EPOXY W/ 4" MIN. EMBED AT 24" OC ALONG SLAB EDGES, TYP.
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MATCH EXIST'G
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NOTE: GENERAL CONTRACTOR SHALL COORDINATE SLAB CUTS BETWEEN TRADES TO ELIMINATE UNNECESSARY CUTTING
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WHERE EXISTING CONC SLAB HAS BEEN CUT
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NOTE: FLOOR SLAB TO BE CUT TO PROVIDE FOR NEW DF AND SERV. SK SANITARY LOCATIONS. VERIFY LOCATION OF EXISTING SAN LINE
