HomeMy WebLinkAboutAPPROVED, 13406 HARBOUR RIDGE BLVD -12.22.21-A-1WALL PLAN LEGEND
1. ALL WORK BY ALL TRADES TO BE COMPLETED IN ACCORDANCE WITH ALL
APPLICABLE, LOCAL, & GOVERNMENTAL CODES, ORDINANCES, STANDARDS
AND RESTRICTIONS.
2. ALL TRADES TO COORDINATE THEIR WORK WITH ALL OTHER TRADES TO
AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION.
3. CONTRACTOR TO VERIFY ALL DIMENSIONS ON THE JOB PRIOR TO
COMMENCING CONSTRUCTION AND NOTIFY ARCHITECT OF ALL
DISCREPANCIES. DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALED
DRAWINGS.
4. ALL DIMENSIONS ARE NOMINAL TO THE FACE OF STUDS, CONC. BLK. OR
EDGE OF MONOLITHIC SLAB FOOTING UNLESS NOTED OTHERWISE. DOOR AND
WINDOW SIZE OPENINGS TO BE VERIFIED WITH THE MANUFACTURER.
5. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF
CONSTRUCTION, THE CONTRACTOR IS EXPECTED TO FURNISH & INSTALL ALL
ITEMS FOR COMPLETE FULLY OPERATIVE SYSTEMS IN FIRST CLASS
WORKMANLIKE MANNER.
6. INSULATE EXTERIOR MASONARY WALL WITH MIN. R-5.0 INSUL., EXTERIOR WD.
FRAMED WALLS WITH R-19 INSUL. AND ATTIC SPACES WITH MIN. R-30 INSUL.
7. COMPACT ALL FILL TO A MIN. OF 95% DENSITY AND POISON SOIL FOR
TERMITES; MIN. SOIL BRG.: 2500 P.S.F.
8. MIN. CONC. STRENGTH: 3000 P.S.I. @ 28 DAYS. MIN. CONCRETE COVERAGE
FOR REINF. BARS. SLAB: 3/4"; BEAMS & COLS: 1 1/2"; TIE COLS: 3/4"; FORMED
CONC. BELOW GRADE: 2" & UNFORMED CONC.: 3".
9. REINFORCING STEEL TO BE GRADE 60.
10. DETAILS OF CONCRETE REINF. SHALL BE IN ACCORDANCE WITH "THE
MANUAL OF STD. PRACTICE FOR REINFORCED CONCRETE CONSTRUTION".
TRAP.
11. TIE COLUMNS TO HAVE DOWELS INTO CONCRETE FTG. WITH THE SAME
SIZE AND NUMBER OF DOWELS AS VERTICAL REINF. BARS.; REINF. STL. TO BE
LAPPED 30 BAR DIAM. MIN. @ SPLICES.
12. PROVIDE CLEANOUT OPENINGS AT THE BOTTOM OF GROUTED CELLS OF
CONCRETE BLK. TIE COLUMNS.
13. ALL WOOD IN CONTACT WITH CONC., MASONRY OR STL. SHALL BE PRESS.
TRTD. WD. STRUCTURAL LUMBER TO BE A STRESS GRADE OF MIN. F = 1200 PSI
(BENDING).
14. MIN. ELECTRICAL WIRE SIZE SHALL BE #14 A.W.G. (EXCLUDING THE
CONTROL WIRING). ALL CONDUCTORS SHALL BE "COPPER" WITH "THHN"
INSULATION.
15. ALL RACEWAYS UNDERGROUND OR LARGER THAN 2" IN DIAM. SHALL BE
GALVANIZED RIGID STL. CONDUIT OR SCHED. 40 PVC.; OTHER RACEWAYS AS
PER CODE REQRMTS.
16. PROVIDE "GFI" RECEPTACLES IN BATHROOMS, AT KITCHEN COUNTERS, IN
GARAGE AND OUTSIDE LOCATIONS.
17. SANITARY PLBG. PIPING TO HAVE MIN. 1/8" PER FT. PITCH AT ALL HORIZ.
RUNS. PROVIDE CLEANOUTS AT THE BASE OF WASTE STACKS.
18. ALL UNDERGRD. WATER PIPING SHALL BE COPPER TYPE "K; ALL OTHER
WATER PIPING SHALL BE COPPER TYPE "L".
19. PROVIDE AIR CHAMBERS AND SHUT OFF VALVES FOR ALL WATER SUPPLY
PIPING AT FIXTURES; PROVIDE VACUUM BREAKER AND SHUTOFF VALVE ON
ALL HOSE BIBBS.
20. A/C AIR HANDLING UNITS TO HAVE CONDENSATE SAFE WASTE WITH TRAP.
GENERAL CONSTRUCTION NOTES
3'-0" DR.3'-0" DR.2'-8" DR.2'-4" DR.2'-8" DR.CLOSETCLOSETCLOSETCLOSETMASTER BEDROOM
DINING
KITCHEN
CLOSETCLOSET CLOSET
FOYER
TERRACE
LIVING ROOM 1'-0"4"15'-0"4"4'-4"4"4'-4"4"5'-4"4"2'-10"4"2'-6"4"1'-0"8"4'-7"8'-5"
4"
2'-1"2'-1"8"4'-10"4'-10"8"11'-8"1'-4"8"
8"6'-4"6'-4"8"7'-5"7'-5"8"6'-2"6'-6"8"
TENANT TENANT
OUTSIDE
OUTSIDE6'-0"7'-10"14'-10"
2'-4"
PLYWOOD ROOF SHEATHING
A-1
Construction
Plan and
Notes
Oct. 22, 21
DATE:A New Condo Remodel For:PALM CITY, FL13406 HARBOUR RIDGE BLVDParcel ID: 4436-605-0002-000-2BLDG. DEPT.
PLAN
REVISIONS:6476 Kirsten Way, Lake Worth, FL 33467Phone | 561.248.5498 Fax | 561.561.828.26451
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4 FL Lic. #: AA26002780 •AR 95385THE CONSTRUCTION ANDARCHITECTURE GROUP, INC.DRAWN BY:
REVIEWED BY:
MANAGED BY:SANDRA PUERTASHEET:
SP
CA
SP
Dec 23, 21
CONSTRUCTION PLAN
SCALE: 1/4" = 1'- 0"
TYP. FIRE WALL DETAIL2
A-1 SCALE: NOT TO SCALE
SCOPE OF WORKSCOPE OF WORK
1.NEW RESIDENTIAL INTERIOR REMODEL
2.REMOVE & REPLACE SANITARY
FIXTURES (SEE SHEET D-1)
3.NEW WOOD FRAME WALLS AS PER
PLANS (SEE SHEET A-1)
4.EXISTING W/H TO REMAIN, ELECTRICAL
PANEL TO REMAIN, INSTALL NEW
OUTLETS, LIGHTS & WIRING FOR NEW
INTERIOR REMODEL WHERE
NECESSARY (SEE SHEET E-1)
5.NEW WOOD FRAME WALL
CONSTRUCTION. SEE TYP. WALL
SECTION FOR MORE INFORMATION
(SEE SHEET A-3)
6.IDENTIFY HARD, NON-ABSORBENT
WALL FINISH AT BATH & SHOWER TO A
HEIGHT OF A 6 FT. IF TILE, THE
SUBSTRATE MUST BE LISTED PER ADTM
C1178/1278 FOR GYPSUM OR
C1288/1325 FOR CEMENT BOARD.
R307.2 (SEE SHEET EP-1)
7.INSTALL NEW WOOD FLOORING AS
PER PLANS (SEE SHEET D-1)
8. REMOVE & REPLACE IN THE SAME
LOCATION ALL THE KITCHEN
EQUIPMENT AS PER PLANS
(SEE SHEET D-1)
9.REMOVE THE BATHTUB IN THE MASTER
BATHROOM AND REPLACE WITH A
SHOWER
10.INSTALL NEW SLIDER DOOR
11.INSTALL NEW KITCHEN ISLAND
DOOR SCHEDULE WINDOW SCHEDULE
NO FOUNDATION, ROOFING, OR
MECHANICAL WORK
NOTE:
ALL WINDOWS AND DOORS TO BE NEW, UNLESS NOTED WITH "E"
FOR EXISTING TO REMAIN
DESIGN WIND PRESSURES
WINDOWS &
DOORS
POS +42.9 P.S.F.
NEG -57.3 P.S.F.
SCALE: NOT TO SCALEA-1 TYPICAL INTERIOR WALL1
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