HomeMy WebLinkAboutAPPROVED REVISIONOct. 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
2
3
4 FL Lic. #: AA26002780 •AR 95385THE CONSTRUCTION ANDARCHITECTURE GROUP, INC.DRAWN BY:
REVIEWED BY:
MANAGED BY:SANDRA PUERTASHEET:
SP
CA
SP
Dec 23, 21
Feb. 25, 22
Building Codes And Zoning Requirements
At the time of creation, these plans were designed to meet the requirements of a nationally recognized
model building code in effect where these plans were produced. Because of the great differences in
geography and climate throughout the United States each state, county and municipality has its own
building codes, zone requirements, ordinances and building regulations. These plans may need to be
modified and additional drawings and details may need to be added to comply with your local conditions,
requirements, and a wide range of other matters.All of our plans can be adapted to the local building codes
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is built in strict compliance with the governing municipal codes (city, county, state and federal). In addition
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located on the lot. There are some areas of the country that have very strict engineering codes. If you are
building in this type of area, it is possible that you will need to hire a local engineer to analyze the house and
provide additional drawings and calculations that may be required by your building department.
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Our firm assumes no liability for any home constructed from these plans. Only qualified Designers, Architects,
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conditions on the job.
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In the unlikely event that any controversy or claim arising out of or relating to this User Agreement or our
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Miscellaneous
In the event that any provision of the User Agreement conflicts with the law under which the User Agreement
is to be construed or if any provision is held invalid by a court with jurisdiction over the parties to the User
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right in that or any other instance. That is, all provisions and rights will remain in full force and effect.
TERMS OF USE & LICENSE AGREEMENT
CVR
Cover and
Project
Information
VICINITY MAP
SATELLITE AERIAL (F.B.C.2020 ASCE-7-16 EXP. 'C')
ENCLOSED 170 MPH (3 SEC. GUST)
HEIGHT 20 FEET
IMPORTANCE FACTOR 1.0
q = 36.3 PSF VELOCITY PRESSURE
BUILDING CLASSIFICATION IIIB
OCCUPANCY CLASSIFICATION RM | RESIDENTIAL M-F
BUILDING CODES 2020 F.B.C.
DESIGN WIND PRESSURES
WINDOWS &
DOORS
POS +42.9 P.S.F.
NEG -57.3 P.S.F.
WORST CASE ALL OPENINGS
SCOPE OF WORK
SHEET INDEX
COVER SHEETCVR
CONSTRUCTION + COMPLETE PLANS
ALL WORK TO BE PERFORMED IN
ACCORDANCE WITH THE F.B.C. 2020
7TH EDITION WITH ALL AMENDMENTS,
THE N.E.C., THE ZONING ORDINANCES
IN THE CITY OF JURISDICTION AND ALL
APPLICABLE CODES AND STANDARDS.
PROJECT TEAM
PROPERTY INFORMATION
ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE F.B.C. 2020 7TH EDITION WITH ALL AMENDMENTS, THE 2017
N.E.C., THE ZONING ORDINANCES IN THE CITY OF JURISDICTION AND ALL APPLICABLE CODES AND STANDARDS.
SCOPE OF WORK
CONTRACTOR TO VERIFY ANY
CONDITION AND NOTIFY ALL
RESPONSIBLE PARTIES IF THERE
ARE ANY DISCREPANCIES. THE
ARCHITECT ASSUMES NO
RESPONSIBILITY.
OWNER
ARCHITECT
BUILDING DEPARTMENT
SANDRA PUERTA, AR 95385
6476 Kirsten Way
Lake Worth, FL 33467
Voice | 561.712.8898
Fax | 561.712.8895
Email | sandra@thearchitectgroup.com
HARBOUR RIDGE POA
LEGAL DESCRIPTION
MUNICIPALITY
PARCEL CONTROL NUMBER
SUBDIVISION
LAND USE CODE
0400 - CONDOMINIUM
ZONING CODE
NOT SPECIFIED
LOCATION ADDRESS
CLASSIFICATION OF WORK
TYPE 3 ALTERATION
ZONING DEPARTMENT
3406 HARBOUR RIDGE BLVD
1.REMOVE AND REPLACE FIXTURES IN THE
KITCHEN
EP-1
2.REMOVE AND REPLACE SANITARY
FIXTURES
ELECTRICAL PLAN + NOTES
D-1 DEMOLITION PLANS & NOTES
ROOF
FIELD ZONE
3' EDGE ZONE
3' x 3' CORNERS
-60.5 PSF
-79.8 PSF
-109 PSF
1
2
3
A-1
3.
A-0 GENERAL NOTES + SPECIFICATIONS
FRONT FACADE
12600 NW HARBOUR RIDGE BLVD
PALM CITY, FL 34990
ST. LUCIE COUNTY BUILDING DEPT.
2300 Virginia Ave. Fort Pierce, FL 33982
Voice | 772 462 1100
4.
NEW ELECTRICAL AS PER PLANS
5.
NEW PLUMBING AS PER PLANS
INSTALL NEW WOOD FLOORING
ST. LUCIE COUNTY BUILDING DEPT.
2300 Virginia Ave. Fort Pierce, FL 33982
Voice | 772 462 1100
PALM CITY
NOT SPECIFIED
NO FOUNDATION, ROOFING, OR
MECHANICAL WORK
AREA CALCULATIONS
EXIST.TOTAL SQUARE FOOTAGE :1,749 SF
EXIST.TOTAL AREA UNDER AIR :1,559 SF
NO CHANGE IN SQUARE FOOTAGE
NEW TOTAL SQUARE FOOTAGE :1,749 SF
NEW TOTAL AREA UNDER AIR :1,559 SF
SCREENED TERRACE :122 SF
DINING: 68 SF
BASE AREA : 1,559SF
ENCLOSED TERRACE (U/A) :122 SF
ENCLOSED DINING TERRACE (U/A): 68 SF
4436-605-0002-000-2
13406 HARBOUR RIDGE BLVD
PALMETTO VILLAGE BUILDING 1 UNIT
3A (OR 3903-1240)
PRE-FABRICATED WOOD TRUSSES
TRUSS MANUFACTURER IS RESPONSIBLE FOR THE DESIGN AND FABRICATION OF TRUSSES, GIRDERS, AND
THEIR CONNECTIONS TO EACH OTHER. DESIGN FOR BRACING OF INDIVIDUAL TRUSS OR GIRDER
MEMBERS TO RESIST LATERAL BUCKLING UNDER GRAVITY OR WIND LOADS IS THE RESPONSIBILITY OF THE
TRUSS MANUFACTURER.
(DELEGATED ENGINEERING SHOP DRAWINGS REQUIRED)
THE BUILDING CODE REQUIRES THE ENGINEER-OF-RECORD TO INCLUDE WITH ALL RECORD PLANS
COMPLETE TRUSS FRAMING PLANS, INCLUDING ALL CONNECTIONS AND LOADING DATA, TO THE
BUILDING DEPARTMENT FOR PERMIT. THE TRUSS DESIGN DELEGATED ENGINEER MUST FOLLOW THE
LAYOUT OF THE TRUSSES AND GIRDER- TRUSSES, AS SHOWN ON THE STRUCTURAL FRAMING PLANS.
DESIGNED AND FABRICATED IN ACCORDANCE WITH "NATIONAL DESIGN SPECIFICATIONS FOR STRESS
GRADE LUMBER AND ITS FASTENERS" BY NFPA (LATEST EDITION)
TRUSSES SHALL BE DESIGNED, SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL
ENGINEER, WHO MAY BE ASSIGNED AS A DELEGATED ENGINEER FOR THE CONTRACTOR. THE
DELEGATED ENGINEER SHALL DESIGN AND INDICATE ON THE SHOP DRAWINGS ALL TRUSS
COMPONENTS, TEMPORARY BRACING, BRIDGING, HARDWARE, METAL HANGERS, ANCHORS AND
METAL SHAPES AS REQUIRED BY DESIGN OR AS INDICATED ON THE PLANS. ALL METAL PARTS ARE TO BE
GALVANIZED.
SHOP DRAWINGS SHALL COMPLY WITH THE CURRENT BUILDING CODES, REGARDING MODIFICATION
OF THE FRAMING (FROM THE ONE SHOWN ON THE STRUCTURAL PLANS), INDICATING ALL PERMANENT
BRACING (AS SHOWN ON THE STRUCTURAL PLANS) AND INDIVIDUAL MEMBER BRACING.
THE STRUCTURAL PLANS INDICATE ALL THE REQUIRED LATERAL PERMANENT BRIDGING, AS
RECOMMENDED BY THE "TRUSS PLATE INSTITUTE". TRUSS DESIGNER ENGINEER SHALL PROVIDE
INFORMATION AND SHOW ON PLAN, ALL LATERAL BRACING OF ANY TRUSS INDIVIDUAL MEMBERS, AS
REQUIRED BY TRUSS DESIGN.
TRUSSES SHALL BE INSTALLED WITH OUT OF PLUMB AND OUT OF PLANE TOLERANCES, AS PER THE "TRUSS
PLATE INSTITUTE" (SHOWN ON THE ROOF PLAN). ANY TRUSS EXCEEDING THE SPECIFIED TOLERANCE
MUST BE REALIGNED OR REPLACED.
INSTALLATION OF TRUSSES LONGER THAN 35 FT. OR HIGHER THAN 6 FT. SHALL BE MADE UNDER THE
DIRECT SUPERVISION OF A LICENSED BUILDING OR GENERAL CONTRACTOR OR A LICENSED
STRUCTURAL ENGINEER OR ARCHITECT.
PLYWOOD ROOF DIAPHRAGM:
ROOF DIAPHRAGM SHALL COMPLY WITH THE DESIGN RECOMMENDATIONS OF "A.P.A.
DESIGN/CONSTRUCTION GUIDE - DIAPHRAGMS".
PLYWOOD ROOF DECKING SHALL BE 19/32" MINIMUM THICKNESS, "CDX" TYPE AND SHALL BE
CONTINUOUS OVER TWO OR MORE SPANS, WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS.
CONNECT PLYWOOD DIAPHRAGM TO STRUCTURE WITH 10d GALV. NAILS, SPACED AT 6" O.C. MAX. AT
SUPPORTED EDGES AND AT 6" O.C. ALONG THE INTERMEDIATE SUPPORTS.
GABLE ENDS NAIL SPACING SHALL BE 4" ON CENTERS MAXIMUM. STRUCTURAL WOOD:
TO CONFORM TO RULES OF THE MANUFACTURER'S ASSOCIATION UNDER WHOSE RULES THE LUMBER IS
PRODUCED. (SEE SUPPLIER'S SPECIFICATIONS).
TO BE AIR DRIED, WELL SEASONED AND GRADE MARKED AT MILL.
TO BE NO. 2 SOUTHERN PINE, UTILITY GRADE DOUGLAS FIR OR WEST COAST HEMLOCK.
ALL STRUCTURAL WOOD TO BE SURFACED FOUR (4) SIDES (S-4-S) WITH A MINIMUM FIBER STRESS IN
BENDING OF 1,200 P.S.I. AND A MAXIMUM MOISTURE CONTENT OF 19 PERCENT.
ALL LUMBER AND PLYWOOD IN CONTACT WITH CONCRETE, STUCCO, MASONRY OR OTHER
CEMENTITIOUS MATERIALS SHALL BE TREATED TO COMPLY WITH AWPA STANDARD LP-2.
STORE ALL LUMBER ABOVE GRADE OR FLOOR. STACK TO ALLOW PROPER AIR CIRCULATION AND
PROTECT FROM WETTING WITH SUITABLE COVER.
OWNER SHALL APPROVE ALL MATERIAL AND FINISH SAMPLES ALONG WITH ALL EQUIPMENT
SPECIFICATIONS PRIOR TO ORDERING AND INSTALLATION. PROVIDE THRERSHOLD AND
WEATHERSTRIPPING AT ALL EXTERIOR DOORS.
CONCRETE SLABS ON GRADE:
ALL INTERIOR AND EXTERIOR SLABS AND WALKWAYS AS SHOWN ON THE STRUCTURAL OR
ARCHITECTURAL PLANS, SHALL BE FOUR INCHES THICK MINIMUM REINFORCED WITH 6 X 6 - W1.4 X W1.4
WELDED WIRE FABRIC (UNLESS OTHERWISE NOTED).
ALL SLABS ON GRADE TO BE CONSTRUCTED IN ACCORDANCE WITH LATEST A.C.I - "GUIDE FOR
CONCRETE FLOOR AND SLAB CONSTRUCTION" (A.C.I. - 302.1R).
JOINTS SHALL BE PROVIDED IN ALL INTERIOR SLABS ON GRADE AT COLUMN CENTER-LINES DIVIDING THE
SLAB INTO SQUARE PANELS NOT TO EXCEED 20 X 20 FT. IN SIZE. CAST SLAB IN LONG ALTERNATE STRIPS.
PROVIDE A CONTRACTION JOINT BETWEEN EACH STRIP. SEE PLAN FOR SAW-CUT, CONTRACTION AND
ISOLATION JOINT DETAILS.
PROVIDE SAW-CUT JOINTS AT ALL SIDEWALKS AT A MAXIMUM SPACING OF FIVE FEET ON CENTERS AND
ISOLATION JOINTS AT 20 FEET O.C. (U.O.N.).
FILL MATERIAL SHALL BE PLACED IN LIFTS NOT EXCEEDING 12" AND COMPACTED TO 95 % MODIFIED
PROCTOR (ASTM D-1557) WITHIN A DISTANCE OF 3 FEET BEYOND ALL FOOTING EDGES. TAKE AT LEAST
ONE DENSITY TEST FOR EACH 1,600 SQ.FT. OF AREA AND 12" BELOW SURFACE. SEND RESULTS OF THE
TEST TO OWNER, ARCHITECT AND ENGINEER. CONCRETE AND REINFORCING:
ALL REINFORCING TO BE NEW BILLET STEEL CONFORMING TO THE LATEST A.S.T.M. A-615 GRADE 60,
FABRICATED IN ACCORDANCE WITH C.R.S.I. MANUAL OF STANDARD PRACTICE AND PLACED IN
ACCORDANCE WITH A.C.I. 315 AND C.R.S.I. MANUAL OF STANDARD PRACTICE.
COLUMN REINFORCEMENT: DOWELS TO BE SAME SIZE AND NUMBER AS VERTICAL REBARS ABOVE. LAP
36 BAR DIAMETER OR MINIMUM OF 18 INCHES, U.O.N. PROVIDE RIGID TEMPLETS FOR DOWEL
LOCATION. PROVIDE STANDARD HOOKS AT TOP OF ALL VERTICAL REINFORCEMENT AT
NONCONTINUOUS COLUMNS (U.O.N.).
ALL DOWELS FOR COLUMNS SHALL BE SECURED IN POSITION PRIOR TO CONCRETING. PUSHING THE
DOWELS INTO POSITION IN WET CONCRETE IS NOT PERMITTED.
BEAM REINFORCEMENT: LAPPED 36 BAR DIAMETER OR MINIMUM 18 INCHES (SEE BEAM DIAGRAM ON
PLAN). BOTTOM BARS SPLICED ONLY AT SUPPORTS, TOP BARS SPLICED ONLY AT MID-SPAN. ALL TOP
BARS HOOKED AT NONCONTINUOUS EDGES (U.O.N.). ALL HOOKS TO BE STANDARD 90 DEGREE HOOKS
AS REQUIRED (U.O.N.).
ADDED REINFORCEMENT: PROVIDE ADDITIONAL CORNER BARS BENT 36 INCHES MINIMUM EACH WAY
AT "L" AND "T" CORNERS IN OUTER FACES OF ALL BEAMS TO MATCH ALL HORIZONTAL BAR (TOP,
BOTTOM AND INTERMEDIATE REBARS). 10. SEE STRUCTURAL PLANS FOR MIN. SIZE CONCRETE TIE BEAM
REQUIREMENTS.
FIREPLACE NOTES:
A. FIREBOX, SHALL BE IN ACCORDANCE WITH ALL LOCAL CODES, RULES & REGULATIONS HAVING
JURISDICTION.
B. CLEAR FIREPLACE OPENING SHALL BE 40x29x16" DEEP.
C. PROVIDE 12"x12" FLUE LINING
D. PROVIDE FIREBRICK INNER HEARTH & LINING
E. MASONRY CHIMNEY (SEE ELEVATIONS) TOP OF FLUE TO BE 24" ABOVE. THE HIGHEST POINT 10'-0"
AWAY.
F. PROVIDE 24" DEEP TILED OUTER HEARTH, 12" ABOVE FINISHED FLOOR & MIN. 16" WIDER THAN
FIREPLACE OPENING
G. PROVIDE CAST IRON DAMPER.
H. FIREPLACE AND MATERIALS TO BE U.L. RATED AND APPROVED.
I. ALL WOOD BEAMS, JOISTS, AND STUDS SHALL BE TRIMMED AWAY FROM FIREPLACES. HEADERS
SUPPORTING TRIMMER ARCHES AT FIREPLACES SHALL BE NOT LESS THAN TWENTY INCHES FROM THE
FACE OF THE CHIMNEY BREAST. TRIMMERS SHALL BE NOT LESS THE SIX INCHES FROM THE INSIDE FACE
OF THE NEAREST FLUE LINING
J. WOODWORK SHALL NOT BE PLACED WITHIN SIX INCHES OF A FIREPLACE OPENING. WOODWORK
ABV AND PROJECTING MORE THAN ONE AND ONE-HALF INCH FROM A FIREPLACE OPENING SHALL
NOT BE PLACED LESS THAN TWELVE INCHES FROM THE TOP OF A FIREPLACE OPENING.
K. PROVIDE A U.L. RATED AND APPROVED CHIMNEY CAP W/ INTEGRAL BUILT-IN SPARK ARRESTER AND
RAIN CAP AND BASE FLASHING.
POST PERMANENT SIGN WITH 1/2" LETTERS ON THE INSIDE FACE OF ANY ONE DOOR TO
OUTSIDE: "DO NOT OPERATE ENGINES WITH DOORS CLOSED, CARBON MONOXIDE
EMISSION."
GARAGE NOTES
PARTITIONS BETWEEN GARAGE AND LIVING AREAS WITH R-11 INSULATION. NO. 25 GAUGE " GYPSUM
WALLBOARD APPLIED CHANNEL-SHAPED STUDS @ 16" O/C WITH ONE FULL LENGTH LAYER OF
VERTICALLY, ATTACHED WITH 1" LONG NO. 6 DRYWALL SCREWS TO EACH SIDE. SCREWS ARE 8" O/C
AROUND PERIMETER AND AT 12" O/C ON THE INTERMEDIATE STUD.
CALCULATIONS FOR VENTILATION:
BASED ON A .015 STATIC PRESSURE, 60 SQUARE INCHES FOR EACH CAR IN A DWELLING WILL
PROVIDE THE NECESSARY 100 Cfm PER CAR W/ A 7.5 Mph WIND.
VELOCITY @ 7.5 mph = 7.5 x 5280 / 60 = 660 FPM. FREE CFM = 60/144 x 660 - 275 Cfm FREE FLOW.
WINDOW SAFEGUARD NOTE
WHERE THERE IS A DROP OF MORE THAN 4 FEET ON THE FAR SIDE OF SUCH WINDOWS AND THE SILL IS
LESS THAN 36 INCH ABOVE THE NEAR SIDE WALKING SURFACE, SAFEGUARDS SHALL BE PROVIDED TO
PREVENT THE FALL OF PERSONS WHEN SUCH WINDOWS ARE OPEN.
PLUMBING NOTES
FURNISH ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED FOR THE COMPLETION OF THE SOIL, WASTE,
VENT, DOMESTIC WATER HEATERS, PLUMBING FIXTURES AND ALL OTHER SYSTEMS AS INDICATED ON THE
DRAWINGS.
ALL WORK AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH ALL LOCAL CODES, RULES AND
ORDINANCES HAVING JURISDICTION.
DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING,
EQUIPMENT, ETC. PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT
JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT.
EXTEND SERVICE TO WATER METER. PROVIDE WATER METER AND SHUTOFF VALVE IN VALVE BOX
OUTSIDE BUILDING. CONSULT ARCHITECT FOR LOCATION. LOCATIONS WHERE PIPES PENETRATE WALLS,
FLOORS, AND CEILINGS SHALL BE WATERTIGHT. SANITARY PIPES SHALL BE OF HUBLESS CAST IRON OR
PVC (SCHEDULE 40) AS APPROVED BY BUILDING OFFICIAL.
CONTRACTOR TO VERIFY AT SITE LOCATION, ALL EXISTING CONDITIONS, ELEVATIONS AND SIZE OF
EXISTING MAINS, WATER AND SEWER FOR CONNECTION OF NEW SERVICES BEFORE INSTALLATION OF
ANY PIPING.
ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR, IN A FIRST-CLASS
WORKMANLIKE MANNER AND MAKE THE COMPLETED SYSTEM FULLY OPERATIVE. ALL WORK SHALL BE
COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROCESS OF CONSTRUCTION.
ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND
PROPERTY DAMAGE FOR THE DURATION OF THE WORK.
ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITERS' AND UNION LABELS WHERE REQUIRED.
ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE PART OF
THIS CONTRACT. UNDERGROUND METAL PIPING SHALL BE PROTECTED WITH A COAT OF BITUMINOUS
COMPOUND BEFORE COVERING. "BITUMASTIC" OR EQUAL. ALL UNDERGROUND SOIL AND WASTE
PIPING SHALL BE SCHEDULE 40 P.V.C. OR SERVICE WEIGHT CAST IRON WITH MEDIUM WEIGHTS CAST
IRON FITTINGS. ALL JOINTS BELOW SLAB TO BE MADE WITH OAKUM AND PURE VIRGIN LEAD. SOIL,
WASTE AND VENT PIPING ABOVE SLAB TO BE SAME AS SPECIFIED FOR BELOW SLAB EXCEPT THAT THE
CONTRACTOR MAY AT HIS OPTION USE NO-HUM PIPE AND FITTINGS IF ACCEPTABLE BY LOCAL
AUTHORITIES.
ISOLATE COPPER PIPE FROM HANGER OR SUPPORT WITH ISOLATOR PAD, SUPER STRUT MODEL C/15/16
(OR EQUIVALENT) OR HAIR FELT LINING. HANGERS FOR COPPER PIPING SHALL BE COPPER OR COPPER
PLATED.
ALL PIPING SHALL BE SUPPORTED IN APPROVED MANNER FROM BUILDING STRUCTURE. HANGERS FOR
COPPER PIPING SHALL BE COPPER OR COPPER PLATED.
ALL RATED FLOOR AND WALL PENETRATIONS (NO PVC) SHALL HAVE FIRE, SMOKE, AND WATER STOPS BY
FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR SLEEVES WITH FIRE RATED FOAM, CHASE TECHNOLOGY
CORP. CIC PR 855 OR 3M CP-25 CAULKING OR 303 PUTTY TO ACHIEVE THE SAME FIRE RATING AS WALLS
OR FLOORS.
LOCATIONS WHERE PIPES PENETRATE WALLS, FLOORS AND CEILINGS SHALL BE WATERTIGHT.
CONDENSATE DRAIN PIPES SHALL BE A MINIMUM OF 3/4" PVC (SCHEDULE 40) WITH TRAPS, INSULATED
WITH 1/2" ARMAFLEX, AND TERMINATED 6" ABOVE GRADE OUTSIDE OF THE BUILDING. FURNISH AND
INSTALL PRESSURE RELIEF VALVE LINE AND TERMINATE AT A LOCATION TO PROVIDE READY, VISUAL
INDICATION FLOW. COPPER WATER LINES RUNNING UNDER SLAB SHALL BE PROTECTED BY A MINIMUM
OF 12 INCHES OF EARTH COVER, 1 INCH AMAFLEX (HOT WATER ONLY) AND SLEEVED 12 INCH BELOW
SLAB TO 12 INCHES ABOVE SLAB.
VERIFY ALL DIMENSIONS WITH STRUCTURE PRIOR TO ANY FABRICATION OR INSTALLATION.
ALL FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH APPROVED AIR CHAMBERS OR
SHOCK ABSORBERS. PROVIDE CONTROL VALVES TO ALL MAINS ENTERING THE BUILDING, RISERS,
BRANCHES, GROUP OF FIXTURES, AND TO EACH PIECE OF EQUIPMENT.
PROVIDE FULLY ACCESSIBLE CLEANOUTS ON SANITARY AND ANY WASTE PIPING AT BOTTOM OF
STACKS. CLEANOUTS LOCATION AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO CODE.
VENT LINES TO EXTEND 6" MINIMUM ABOVE ROOF AND FLASH WITH LEAD. PROVIDE AIR CHAMBERS AND
SHUT OFF VALVES FOR ALL WATER SUPPLY PIPING AT FIXTURES. PROVIDE VACUUM BREAKER AND SHUT
OFF VALVE ON ALL HOSE BIBBS.
ALL HOSE BIBS SHALL BE FURNISHED WITH BACKFLOW PREVENTERS AND MOUNTED 26" ABOVE GRADE.
SANITARY PLUMBING PIPING TO HAVE MIN. 1/8" PER FT. PITCH AT ALL HORIZ. RUNS PROVIDE CLEANOUTS
AT THE BASE OF WASTE STACKS.
PROVIDE 1/4" WATER SERVICE TO REFRIGERATOR.
ALL FIXTURES SHALL COMPLY WITH MAXIMUM FLOW RATE OF CONSUMPTION, INSTALL ANTI-SCALD
VALVES AS REQUIRED.
LAVATORY 2.5 GPM
SHOWER HEAD 2.5 GPM @ 80 PSI
WATER CLOSET 1.6 GAL. PER FLUSH
SINK FAUCET 2.5 GPM @ 60 PSI
TEST ALL WATER PIPING UNDER A 150 PSI HYDROSTATIC TEST FOR A MINIMUM PERIOD OF TWO HOURS.SECURITY NOTES
ALL LOCKS ON EXTERIOR DOORS SHALL RESIST A FORCE OF 300 # APPLIED IN ANY MOVABLE
DIRECTION. ALL EXTERIOR LOCKS SHALL BE SINGLE CYLINDER WITH 1" THROW FOR 1 3/4" SOLID CORE
DOOR. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A KEY OPERATED LOCK, OPERABLE FROM
EXTERIOR WITH A MINIMUM 6000 POSSIBLE KEY CHANGES. KEY ON KNOB LOCKS SHALL HAVE AN
AUXILIARY DEAD BOLT WITH HARDENED BOLT OR WITH INSERT. EXTERIOR SWING DOORS SHALL BE SOLID
CORE NOT LESS THAN 1 3/4" THICK. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH VISION
SCOPE OR VISION PANEL. HINGES ON OUT SWINGING EXTERIOR DOORS SHALL HAVE NON-EXPOSED
SCREWS AND NON-REMOVABLE PINS. SINGLE SWING EXTERIOR DOORS CONNECTING LIVING AREAS
WITH GARAGE AREAS SHALL BE SOLID CORE 1 3/4" THICK AND SHALL BE SECURED WITH A LATCH AND
SINGLE BOLT WITH ONE INCH MIN. THROW OR A COMBINATION OF DEAD BOLT AND DEAD LATCH SETS
AND AN AUTOMATIC DOOR CLOSER. ALL GLASS IN EXTERIOR DOORS SHALL COMPLY WITH ANSI 279.1
ALL WINDOWS (OPERABLE) SHALL WITHSTAND A FORCE OF 150# IN ANY OPERABLE DIRECTION. SLIDING
GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL CAN BE
LIFTED FROM TRACKS POSITION AND SHALL COMPLY WITH THE A.A.MA.A STANDARDS FOR FORCED
ENTRY RESISTANCE A.A.M.A. 1303-3. SLIDING GLASS DOORS SHALL HAVE DEAD BOLT OR PIN SYSTEM
NOT REMOVABLE FROM THE OUTSIDE AT THE JAMB AND SILL. INTERIOR DOORS TO HAVE CYLINDRICAL
TYPE LOCK SETS WITH PRIVACY LOCK BY INSIDE PUSH BUTTON WHICH AUTOMATICALLY OPENS BY TURN
OR CLOSING ACCORDING TO FED. SPEC. #160 AND 1511. OVERHEAD DOORS SHALL BE PROVIDED
WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT WITH HARDENED BOLTS WITH
INSERTS ENGAGING AT LEAST TWO OPPOSITE POINTS A MIN. OF 5/8".
ELECTRICAL NOTES
THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL
WORK. ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO ARCHITECT ATTENTION PRIOR
TO COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. ALL WORK SHALL BE DONE
IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL CODES,
REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS. DISCONNECT SWITCHES SHALL BE H.P.
RATED, HEAVY-DUTY, QUICK-MADE, QUICK-BREAK ENCLOSURES AS REQUIRED BY EXPOSURE. OUTLET
BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET AND
DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED LOCATIONS. ELECTRICAL
SYSTEM SHALL BE GROUNDED. PROVIDE PROPER SIZE AND TYPE OF PROTECTION DEVICES TO MATCH
EQUIPMENT BEING SERVED. LOAD DATA IS BASED ON INFORMATION GIVEN TO ARCHITECT/ENGINEER
AT TIME OF DESIGN. VERIFY ALL EQUIPMENT AND PANEL SIZES PRIOR TO ORDERING. ALL MATERIALS
SHALL BE NEW AND BEAR U.L. AND UNION LABELS, WHERE APPLICABLE. ALL WORK SHALL BE DONE BY
A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED
SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTABLE TO THE ENGINEER/ARCHITECT. ALL WORK SHALL
BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH PROGRESS OF CONSTRUCTION.
CONTRACTOR SHALL PROVIDE REQUIRED INSURANCE FOR THE PROTECTION AGAINST PUBLIC LIABILITY
AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. CIRCUITS SHOWN ON PLANS ARE TO
DETERMINE LOAD DATA AND PANEL SIZES. THE CONTRACTOR SHALL PROVIDE CIRCUITS AND
REQUIRED ROUTING OF CONDUITS TO SUIT JOB CONDITIONS AND BALANCE LOADS. FURNISH AND
INSTALL FIXTURES AS CALLED FOR ON PLANS OR AS SELECTED BY OWNER. THE ELECTRICAL
CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL H.V.A.C. EQUIPMENT AND THEIR
GIVEN LOAD WITH THE MECHANICAL CONTRACTOR BEFORE ROUGHING-IN FOR PROPER POWER AND
WIRING CONTROL LAYOUT AND INSTALLATION. ANY DISCREPANCIES BETWEEN THE GIVEN AND
ACTUAL H.V.A.C. LOADS SHALL BE CORRECTED BEFORE ROUGHING IN. GROUND-FAULT CIRCUIT
PROTECTION; ALL 120V SINGLE PHASE, 15 AND 20 AMP OUTLETS INSTALLED OUTDOORS, BATHROOMS
AND GARAGE SHALL HAVE GROUND-FAULT CIRCUIT INTERRUPTER CIRCUIT BREAKER OR RECEPTACLES.
ALL BREAKERS SHALL HAVE 10,000 A.I.C. MINIMUM, U.O.N. INSTALL FACILITIES FOR TEMPORARY POWER
FOR CONSTRUCTION AS REQUIRED. ELECTRICAL CONTRACTOR SHALL NOTIFY ENGINEER/ARCHITECT IN
WRITING OF ANY CONFLICT AND/OR DISCREPANCIES FOUND WITH WORK AS SHOWN, SPECIFIED OR
IMPLIED ON THESE PLANS, PRIOR TO PROCEEDING WITH WORK IN QUESTION. CONTRACTOR SHALL
VERIFY EXACT LOCATIONS OF FIXTURES AND OUTLETS AT JOB SITE BEFORE ROUGHING. ALSO MAY
SELECT DIFFERENT MANUFACTURER OR FIXTURES WITH EQUAL SPECIFICATIONS. SMOKE DETECTORS
SHALL BE HARD WIRED (110 VOLT TYPE) TO NON- SWITCHABLE KITCHEN OR BATHROOM LIGHTING
CIRCUIT AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF A GROUND FAULT CIRCUIT
INTERRUPTER. SMOKE DETECTORS SHALL BE LOCATED ON OR NEAR THE CEILING IN THE IMMEDIATE
VICINITY OUTSIDE OF EACH SLEEPING AREA AND ON EACH ADDITIONAL FLOOR LEVEL (STORY) AND
BASEMENTS INCLUSIVE. BEDROOM ADDITIONS TO EXISTING DWELLINGS WILL BE SUBJECT TO THE SAME
REQUIREMENTS. SMOKE DETECTORS SHALL BE 110 VOLT TYPE, PROVIDED WITH VISIBLE "POWER ON
INDICATOR" AND A TEST BUTTON WITH BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE
INTERCONNECTED. CONTRACTOR SHALL VERIFY WITH LOCAL ELECTRICAL UTILITY COMPANY THE
LOCATION OF SERVICE AND SHALL LOCATE METER AND PANEL AS REQUIRED. VERIFY ALL
CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER'S SPECIFICATIONS. COORDINATE
RACEWAY INSTALLATION WITH OTHER TRADES PRIOR TO CONSTRUCTION. ALL ELECTRICAL SWITCHES
SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED. ALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE
NOTED.
THE ELECTRICAL CONTRACTOR SHALL SECURE ALL PERMITS AND INSPECTIONS REQUIRED BY STATE AND
LOCAL LAWS AND ORDINANCES.
ALL PANELS SHALL HAVE CIRCUIT DIRECTORY CLEARLY LABELED AND MOUNTED INSIDE THE DOOR.
PROVIDE GROUNDING SYSTEM FOR ALL TELEPHONE OUTLETS AND EQUIPMENT PER REQUIREMENTS OF
THE TELEPHONE COMPANY.
COORDINATE THE INSTALLATION OF ALL TELEPHONE OUTLETS, RACEWAYS, ENCLOSURES AND
BACKBOARDS WITH THE TELEPHONE COMPANY.
TELEPHONE CONDUITS SHALL NOT BE INSTALLED IN THE SAME TRENCH WITH POWER AND LIGHTING
CONDUITS.
COORDINATE ALL ELECTRICAL SITE WORK WITH THE GENERAL CONTRACTOR.ALL GARAGE, EXTERIOR,
BATHROOM AND KITCHEN RECEPTACLES MUST BE GROUND FAULT CIRCUIT INTERRUPTOR PROTECTED.
ALL BEDROOM SHALL HAVE ARC FAULT INTERRUPTER RECEPTACLES.
PROVIDE A SEPARATE CIRCUIT FOR A PERSONAL COMPUTER. LOCATION TO BE COORDINATED WITH
OWNER.
CONCRETE
FOLLOW THE STANDARDS OF ACI-316, ACI-301 AND ACI-347.
CONCRETE IS TO BE A MIX DESIGNED IN ACCORDANCE WITH ASTM C-94-72 TO ACHIEVE A STRENGTH IN
28 DAYS AS STATED BELOW, WITH A PLASTIC AND WORKABLE MIX. A CERTIFICATE OF MANUFACTURER'S
MIX AND STRENGTH IS TO BE PROVIDED. NO WATER IS TO BE ADDED AFTER THE TRUCK LEAVES THE
PLANT, WITHOUT APPROVAL OF THE ENGINEER OR PLANT ENGINEER. PLANT CONTROL SHALL BE
REQUIRED. MAXIMUM MIX TIME AT POINT OF DEPOSIT IS 90 MINUTES. MINIMUM COMPRESSIVE STRENGTH
AT 28 DAYS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED (UON).
SLAB ON COMPACTED FILL = 3000 PSI
STRUCTURAL SLABS = 4000 PSI
FOUNDATIONS = 3000 PSI
COLUMNS AND BEAMS = 4000 PSI (U.O.N.)
BEAMS = 4000 PSI (U.O.N.)
CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 6"
0$;,080$**5(*$7(6,=(6+$//%(ö$//$**5(*$7(6+$//&21)25072$670
MAXIMUM WATER CONTENT SHALL BE 33 GALLONS PER CUBIC YARD OF CONCRETE.
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
)227,1*6 %($06 ô6863(1'('6/$%6
SLAB SHALL BE A MIN IMUM OF 4" THICK AND SHALL BE REINFORCED WITH 6"x6" x1.4/1.4 W.W.M.
CENTERED IN CONCRETE AND DOUBLED AT PERIMETER. REINFORCEMENT SHALL COMPLY WITH ASTM
A615 AND ASTM A185 FOR WELDED WIRE FABRIC.
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD SHALL BE COMPACTED TO A MINIMUM DENSITY
OF 95% OF THE T-180 MODIFIED PROCTOR TEST. THE AREA OF THE BOTTOM OF THE FOOTINGS SHALL BE
COMPACTED PRIOR TO THE PLACEMENT OF STELL WITH A VIBRATORY COMPACTOR TO INSURE
UNIFORM DENSITY BENEATH THE FOOTING. DENSITY TESTS SHALL BE TAKEN IN FOOTING AREAS.
SLAB SHALL BE PLACED OVER ONE LAYER OF 6 MIL. VISQUEEN VAPOR BARRIER.
ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJACENT STRUCTURAL BEAM.
REINFORCEMENT CLEARANCE
CLEARANCE OF REINFORCING STEEL FROM FACE OF CONCRETE TO THE OUTERMOST BAR SHALL BE AS
FOLLOWS, WHEREVER PRACTICAL, UNLESS OTHERWISE NOTED ON STRUCTURAL DRAWINGS.
FORMED CONCRETE IN CONTACT WITH GROUND 2"
BEAMS AND COLUMNS 1 1/2"
SLABS 1"
FOOTINGS 2" FROM TOP, 3"BOTTOM/SIDES
TIE COLUMNS 1 1/2" TO TIES
POLYETHYLENE SHEET
POLYETHYLENE SHEET SHALL BE PLACED CONTINUOUSLY UNDER CONCRETE SLABS ON GROUND AND
SHALL BE A MINIMUM OF 6 MIL. THICK. ALL JOINTS SHALL BE LAPPED MINIMUM 12" AND CONTINUOUSLY
TAPED WITH A MINIMUM OF 2" WIDE VINYL TAPE. POLYETHYLENE SHEET SHALL EXTEND AT LEAST ONE
INCH ONTO STEM WALL. WHERE PIPES, CONDUITS, STAKES, REINFORCING BARS OR OTHER OBJECT PASS
THGROUGH THE MEMBRANE, THE MEMBRANE SHALL BE FITTED WITHIN 2" AND SEALED WITH TAPE.
SOIL SHALL BE TREATED FOR TERMITES FOR A DISTANCE OF FOUR FEET BEYOND THE PERIMETER OF ALL
FOOTINGS AND/OR SLAB EDGES.
MASONRY
ALL BLOCK WALLS SHALL BE TWO-CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK
MANUFACTURED IN CONFORMANCE WITH ASTM C-90 'STANDARD SPECIFICATIONS FOR HOLLOW LOAD
BEARING CONCRETE MASONRY UNITS' , GRADE N, f'm = 1500 PSI. BLOCK SHALL BE PLACED USING
RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS
BEFORE PLACING CONCRETE FOR IN-WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS IS TO
COMPLY WITH ASTM C-476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT
28 DAYS. THE GROUT MIX SHALL HAVE A MAXIMUM OF 3/8" COURSE AGGREGATE, AND SHALL BE
PLACED WITH A SLUMP OF 8" TO 10" . USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT.
TYPE 'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED
AND MIXED AS OUTLINED IN ASTM C-270.HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8"
THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE
FILLED AND ALLOW A MINIMUM OF 72 HOURS FOR MORTAR TO CURE PRIOR TO GROUTING CELLS.
CLEAN OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF THE GROUTED CELLS AT EACH LIFT.
CLEAN OUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND BEFORE GROUTING. GROUT
LIFT SHALL NOT EXCEED 4'
ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM SPECIFICATION A-615. REINFORCING
STEEL SHALL BE FREE FROM OIL, LOOSE SCALE AND RUST.
MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE
"SPECIFICATIONS FOR MASONRY STRUCTURES" (ACI-530.1-99/ASCE 6-99/ACSE/TMS 602-99), AS
PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE.
MASAONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A "CERTIFIED
STRUCTURAL MASONRY CONTRACTOR". THE SUPERVISOR OF THE MASONRY PORTION OF THIS PROJECT
SHALL BE A "CERTIFIED STRUCTURAL MASONRY CONTRACTOR" OR A "CERTIFIED STRUCTURAL MASON" .
THE SENIOR MASONRY SUPERVISOR WILL BE RESPONSIBLE TO ASSURE THAT THE WORK IS ACCOMPLISHED
IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
WHENEVER ANCHOR BOLTS ARE TO BE SET IN MASONRY, FILL TWO ADJACENT WITH CONCRETE GROUT.
ALL GROUT SHALL BE FLUID, SLUMP SHALL BE 9" +- 1"
LINTELS AND SILLS
ANY CMU WALL OPENINGS WHICH ARE NOT OTHERWISE FRAMED SHALL HAVE 8"x8" (NOMINAL)
CONCRETE LINTELS & SILLS REINFORCED WITH 2 #5 BOTTOM, MINIMUM OF 8" BEARING BOTH ENDS ,
UNLESS OTHERWISE NOTED.
HORIZONTAL REINFORCEMENT EVERY OTHER COURSE 9 GAUGE GALVANIZED LADDER TYPE
DUR-O-WALL (OR EQUAL)
THE ENTIRE AREA PLUS AN ADDITIONAL THREE FOOT AT PERIMETER, SHALL BE THOROUGHLY
COMPACTED BY AT LEAST TEN OVERLAPPING PASSES IN PERPENDICULAR DIRECTIONS OF A VIBRATORY
COMPACTOR TO ACHIEVE A MINIMUM OF 95% OF MAXIMUM DENSITY AS DETERMINED IN
ACCORDANCE WITH AASHTO-180C OR ASTM-D1557. IF FOOTINGS ARE EXCAVATED AFTER THE
BUILDING AREA COMPACTION, THEN ALL FOOTING BEARING LEVELS SHALL ALSO BE COMPACTED TO A
MINIMUM OF 95% OF MAXIMUM DENSITY USING A HAND OPERATED VIBRATORY COMPACTOR.
EXISTING STRUCTURE SHALL BE CONTINUOUSLY MONITORED DURING SOIL COMPACTION. ANY
ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA SHALL BE COMPACTED TO A MINIMUM DENSITY
OF 95% OF THE T-180 MODIFIED PROCTOR, IN LIFTS NOT TO EXCEED 10" EACH. THE AREA OF THE
BOTTOM OF THE FOOTINGS SHALL BE COMPACTED, PRIOR TO PLACEMENT OF STEEL, WITH A VIBRATORY
COMPACTOR TO INSURE UNIFORM DENSITY BENEATH THE FOOTING. DENSITY TESTS SHALL BE TAKEN IN
THE FOOTING AREAS.
STRUCTURAL-STEEL
DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE LATEST AISC
SPECIFICATIONS. ALL STEEL SHALL CONFORM TO ASTM 136, SHOP CONNECTIONS SHALL BE WELDED.
FIELD CONNECTIONS SHALL BE 325 HIGH STRENGTH BOLTS AT COLUMNS, TRUSS CONNECTIONS AND
ALL OTHER CONNECTIONS. HIGH STRENGTH BOLTS SHALL BE INSTALLED USING CALIBRATED TORQUE
WRENCHES. TURN OF NUT METHOD WILL NOT BE ACCEPTED. BEAM TO BEAM CONNECTIONS SHALL BE
BOLTED WITH STANDARD WASHERS UNDER NUTS. ALL BOLTS SHALL BE 3/4" DIAMETER U.O.N. PROVIDE
9/16" DIA. HOLES, 4'-0" O.C. MAX. FOR ALL WOOD BLOCKING ATTACHED TO STEEL. CUTS, HOLES,
COPES, ETC... REQUIRED IN STEEL MEMBERS BY OTHER TRADES SHALL BE SHOWN ON STEEL SHOP
DRAWINGS AND MADE IN THE SHOP. BURNING OF HOLES OR CUTS IN STEEL MEMBERS WILL NOT BE
PERMITTED UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. ALL LEVELING AND
BEARING RATES, ANCHOR BOLTS (EXCEPT FOR WOOD), AND LOOSE LINTELS SHALL BE FURNISHED BY
STEEL CONTRACTOR. ALL BEAMS SHALL BE FABRICATED WITH NATURAL CAMBER UP. STEEL
CONTRACTOR SHALL CHECK ANCHOR BOLT LOCATION PRIOR TO ERECTION AND NOTIFY GENERAL
CONTRACTOR OF ANY DISCREPENCIES SO THAT RELOCATION CAN BE MADE WITHOUT IMPEDING THE
PROGRESS OF THE WORK. STRUCTURAL WELD SIZE SHALL BE 1/4" MIN. STRUCTURAL STEEL SHALL RECIEVE
SHOP COATING OF ZINC CHROMATE. PROVIDE 1 COAT (TWO MILS THICK) WHERE EXPOSED. PROVIDE 2
COATS (4 MILS THICK) WHERE IMBEDDED IN MASONRY.
GENERAL NOTES
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND
RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. IN THE EVENT OF A CONFLICT BETWEEN
PERTINENT CODES AND REGULATIONS AND REFERENCED STANDARDS OF THESE SPECIFICATIONS, THE
MORE STRINGENT PROVISIONS SHALL GOVERN. WORK SHALL INCLUDE ALL ITEMS (BUILDING AND SITE)
INDICATED ON THESE DRAWINGS UNLESS OTHERWISE NOTED. CONTRACTOR SHALL VERIFY ALL
DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DEVIATION FROM
THE PLANS PRIOR TO CONSTRUCTION. DRAWINGS SHALL NOT BE SCALED; WRITTEN DIMENSIONS SHALL
TAKE PRECEDENCE OVER SCALED DIMENSIONS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE
ARCHITECT FOR GENERAL REVIEW AND DESIGN COMPLIANCE. CONTRACTOR SHALL MAINTAIN
TEMPORARY ELECTRICAL, WATER AND SANITARY FACILITIES FOR THE DURATION OF CONSTRUCTION.
CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS FROM THE JOB SITE AND LEAVE THE
BUILDING BROOM CLEAN. THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH THE SITE PRIOR TO
CONSTRUCTION AND SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO ACTUAL CONSTRUCTION. ANY
DEVIATION FROM THE CONSTRUCTION DOCUMENTS DISCOVERED AT THIS TIME SHALL BE REPORTED BY
THE CONTRACTOR IMMEDIATELY TO THE ARCHITECT. ALL WORKMANSHIP SHALL BE NEAT, CLEAN, TRUE
AND CORRECT. OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS OR THE MISDESCRIPTION OF
DETAILS OF WORK, WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS
AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PREFORMED, SHALL NOT RELIEVE THE
CONTRACTOR FROM PERFORMING SUCH OMITTED OR MISDESCRIBED DETAILS OF WORK, BUT THEY
SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS AND
SPECIFICATIONS.
THE CONTRACTOR SHALL GUARANTEE IN WRITING, IN A FORM ACCEPTABLE TO THE OWNER, ALL LABOR
AND MATERIALS INSTALLED BY HIM FOR A PERIOD OF NOT LESS THAN ONE YEAR AFTER THE DATE OF
FINAL ACCEPTANCE. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE REPLACED OR PROPERLY
REPAIRED AT NO ADDITIONAL COST TO THE OWNER. SUBSTANTIAL COMPLETION SHALL BE ATTAINED
WHEN ALL PHASES OF THE WORK ARE COMPLETE AND THE SPACE CAN BE USED FOR WHAT IS INTENDED,
EXCLUDING PUNCH LIST ITEMS.
COLUMNS
ALL WOOD AND/OR STEEL COLUMNS SHALL BE 1 HOUR FIRE RATED TOP OF ISOLATED EXTERIOR AND
PERIMETER COLUMN FOOTING PADS SHALL MATCH THE BOTTOM OF MONOLITHIC WALL FOOTING
ELEVATIONS (MINIMUM 1'-4" BELOW TOP OF SLAB ELEVATION, OR AS DETAILED ON THE PLANS.
DOORS & WINDOWS
ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE
USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN
HEIGHT AND 5.7 SQ.FT. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE
FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" ABOVE
FINISHED FLOOR. SINGLE HUNG WINDOW OPERATING MECHANISMS SHALL BE AT OR NEAR THE SILL.
WINDOWS MARKED 'EGRESS' MUST BE MANUFACTURED TO CONFORM TO THE BUILDING CODE WITH
RESPECT TO MINIMUM EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 22-2. A DOOR
MARKED IN PLAN CALLED 'EMERGENCY EGRESS' SHALL BE DESIGNATED AS AN EXTERIOR DOOR NOT TO
BE SHUTTERED FOR EMERGENCY EXIT DURING HURRICANE EMERGENCY CONDITIONS. DOOR TO HAVE
A MIN. CLEAR OPENING OF 29", AND TO HAVE PASSED REQUIRED IMPACT AND MISSLE TESTS.
GLASS BLOCK
MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS EXPANSION STRIPS TO BE
PLACED PER MFGR. SPECS.
BUILDING IDENTIFICATION
APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH
POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.
SAID NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND
MIRRORS / GLAZING
MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. TEMP GLAZING SHALL BE PROVIDED
IN TUB & SHOWER WINDOWS & MIRRORS WHERE LESS THAN 60" A.F.F. ALL GLASS WITHIN 24" OF ANY
DOOR, FIXED GLASS, SLIDING GLASS DOORS OR LOCATED WITHIN 60" OF FLOOR AND ALL GLAZING AT
TUB AND SHOWER ENCLOSURES, WHIRLPOOLS, SPAS, SAUNAS AND STEAM ROOMS SHALL BE
TEMPERED SAFETY GLASS.
BATHROOMS
BATHROOM FLOORS AND BASE SHALL BE IMPERVIOUS MATERIALS TILE FINISH, SELECTED BY OWNER
ANCHORAGE
METAL AND WIRE LATH: "PNEU-FAST" 16 GA. STAPLE SPEC. #101-1, TYPE 1 OR BETTER (HOT DIPPED) SATIN
FIN. GALVANIZED COATING, HAVING A TENSILE STRENGTH OF 130M PSI. STAPLES SHALL BE MIN. 1 1/2"
LONG SPACED AT 4"C/C MAX.
SOIL SHALL BE TREATED FOR TERMITES FOR A MIN. DISTANCE OF FOUR (4) FEET BEYOND THE PERIMETER
OF ALL FOOTINGS AND/OR SLAB EDGES.
ALL PLATES, ANGLES AND MISCELLANEOUS METAL ITEMS TO BE EMBEDDED IN CONCRETE SHALL BE
SECURELY AND ACCURATELY FASTENED TO THE CONCRETE FORM WORK BY A MINIMUM OF TWO (2)
FASTENERS PRIOR TO CONCRETE PLACEMENT.
BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORT WITH TOP BARS FROM ADJACENT
BEAM. ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJACENT STRUCTURAL BEAM.
ALL ADDED LONGITUDINAL STEEL REINFORCING SHALL EXTEND 6" MINIMUM INTO SUPPORT U.O.N.
STRUCTURAL NOTES
CONCRETE THIS BUILDING DESIGNED PER : 2705.2(a) - ACI-530-2/ ASCE 5-92/ TMS 402-92 2705.2(b) -
ACI-530.1-92/ ASCE 6-92/ TMS 602-92 /ASCE-7
THE FOUNDATION SHOWN HAS BEEN DESIGNED BY RATIONAL ANALYSIS BY THE ENGINEER OF RECORD
SOIL BEARING CAPACITY: 2500 PSF, IF INFERIOR SOIL IS ENCOUNTERED OR IF 2500 PSF CANNOT BE
OBTAINED BY PROPER FILLING AND COMPACTION, CONTACT ARCHITECT. VERIFICATION OF THE TEST
FOR MODIFIED PROCTOR ASTM D 1557 SHALL BE FILED WITH THE GOVERNING BUILDING DEPARTMENT.
BACKFILL SHALL CONSIST OF NON-EXPANSIVE, FREE DRAINING, PREDOMINANTLY GRANULAR MATERIAL,
FREE OF DEBRIS AND ORGANIC MATERIAL. SLABS 2500 PSI FOUNDATIONS 2500 PSI COLUMNS &
BEAMS 3000 PSI CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 5"
MINIMUM CONCRETE COVER FOR POURED IN PLACE CONCRETE SHALL BE AS FOLLOWS:
SLAB ON GRADE 1"
FOUNDATIONS / FOOTINGS
BOTTOM 3"
SIDES 2"
SUSPENDED SLABS: 1"
COLUMNS & BEAMS 1 1/2" TO THE TIES
MAXIMUM AGGREGATE SIZE SHALL BE 3/4". ALL AGGREGATE SHALL CONFORM TO ASTM C-33.
HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90-667 SPECIFICATIONS. MORTAR
USED TO BOND C.M.U. SHALL CONFORM TO ASTM C-476, TYPE "m" WITH A 28 DAY STRENGTH OF 2500
PSI. LAY ALL MASONRY WITH FULL FACE HEAD JOINTS AND WITH FACE SHELL MORTAR BEDDING.
VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO
MAINTAIN A CLEAR, UNOBSTRUCTED CONTINUOUS CELL. ALL REINFORCING STEEL SHALL BE GRADE 60,
MEETING ASTM SPECS A-615. REINFORCING STEEL SHALL BE FREE FROM OIL, LOOSE SCALE, AND RUST.
ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND DRAINS SHALL BE IN
PLACE BEFORE CONCRETING. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE
ARCHITECTURAL AND/OR MECHANICAL DRAWINGS.
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
LAP REINFORCING STEEL 30 BAR DIAMETERS MINIMUM, WHEN SPLICED AND SHALL BE SEPARATED BY
ONE BAR DIAMETER OR WIRED TOGETHER. SLAB SHALL BE A MINIMUM 4" THICK AND SHALL BE
REINFORCED WITH 6" X 6" X 1.4/1.4 WELDED WIRE MESH, CENTERED IN CONCRETE DOUBLED 30" AT THE
PERIMETER. SCRAPE SLAB AREA CLEAR OF ALL ORGANIC MATERIAL AND FILL WITH CLEAN SAND TO THE
ELEVATION OF THE BOTTOM OF THE SLAB. SURFACE MATERIAL CAN BE USED AS SITE FILL.
WOOD TRUSS NOTES
LUMBER DESIGN LOADS ROOF LIVE LOAD = 30 PSF SUPERIMPOSED DEAD LOAD = 25 PSF FLOOR,
LIVING AREAS (DL + LL) = 60 PSF, (BALCONY = 125 PSF)
ALL LUMBER SHALL BE DOUGLAS FIR WITH A MINIMUM FIBER STRESS OF 1200 PSI, OR SOUTHERN PINE #2
STRUCTURAL GRADE, U.O.N. HATCHED WALLS INDICATE BEARING FRAME PARTITIONS AND SHALL HAVE
2 X STUDS AT 16" O/C WITH DOUBLE TOP PLATE. ALL EXTERIOR AND INTERIOR STUD WALLS AS NOTED
SHALL BE BRACED WITH 16 GAUGE GALVANIZED METAL TIES ON A V FORM FROM BOTTOM TO TOP
PLATE. ATTACH BRACES TO TOP AND BOTTOM PLATES WITH 2 - 16 PENNY NAILS. FOR INTERMEDIATE
NAILING USE 10 PENNY NAILS. TRUSS MANUFACTURER SHALL SUBMIT FOUR (4) SETS OF TRUSS LAYOUT
PLANS AND ENGINEERING SHOP DRAWINGS TO ARCHITECT FOR REVIEW AS TO COMPLIANCE WITH
DESIGN CONCEPT. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL FIELD
DIMENSIONS. ALL WOOD TRUSSES SHALL BE ANCHORED AT BOTH ENDS WITH APPROVED GALVANIZED
METAL TRUSS STRAPS. TYPICAL EACH TRUSS. WHEN BEARING ON CONCRETE BEAM, EACH TRUSS MUST
HAVE METAL TRUSS SEATS CAST INTO CONCRETE. ALL WOOD TRUSSES TO BE ANCHORED TO BEARING
FRAME PARTITION WITH APPROVED GALVANIZED METAL TRUSS STRAPS, TYPICAL EACH TRUSS. ALL
WOOD TRUSSES BEARING ON CONCRETE TIE BEAMS, TO HAVE GALVANIZED METAL TRUSS SEATS CAST
INTO CONCRETE AT EACH TRUSS TYPICAL. TRUSS MANUFACTURER SHALL COORDINATE TRUSS
FABRICATION WITH AIR CONDITIONING DUCT LAYOUT. ALL WOOD IN CONTACT WITH MASONRY,
CONCRETE OR STEEL SHALL BE PRESSURE TREATED. HEADERS FOR FRAMED OPENINGS GREATER THAN
6'0" MUST BE ENGINEERED BY TRUSS MANUFACTURER. ALL HEADERS FOR FRAMED OPENINGS LESS THAN
6'0" HAVE BEEN DESIGNED BY RATIONAL ANALYSIS BY THE ENGINEER OF RECORD THE BRACING
SHOWN IN PLAN ACTS AS A RIGID CEILING PROVIDE REQUIRED DRAFTSTOPS IN TRUSS SPACE.
MECHANICAL
H.V.A.C. CONTRACTOR SHALL SUBMIT FULLY ENGINEERED H.V.A.C. SHOP DRAWINGS TO THIS
ARCHITECT'S OFFICE AND TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO CONSTRUCTION.
ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR, IN A FIRST CLASS WORKMANSHIP
MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERABLE AND ACCEPTANCE BY THE ENGINEER
SHALL BE A CONDITION OF THE SUB-CONTRACT. CONTRACTOR SHALL VISIT THE JOB SITE AND
THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. ALL WORK SHALL BE
COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION.
ALL REQUIRED INSURANCE SHALL BE PROVIDED BY THE CONTRACTOR FOR PROTECTION AGAINST
PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. THE CONTRACTOR SHALL
FURNISH ALL LABOR, MATERIALS AND EQUIPMENT SHOWN OR INDICATED FOR A COMPLETE H.V.A.C.
SYSTEM IN STRICT ACCORDANCE WITH ALL CODES, AND THE AGENCIES HAVING JURISDICTION OVER
THE PROJECT, AND ALSO THE LATEST EDITION WITH REVISIONS OF THE FOLLOWING PUBLICATIONS:
A.N.S.I. B9.1 MECHANICAL REFRIGERATION N.F.P.A. PAMPHLETS 90A, 90B AND 91
S.M.A.C.N.A.
A.S.H.R.A.E.
LOCAL, STATE AND NATIONAL CODE, rULES, REGULATIONS AND ORDINANCES
ALL MATERIALS SHALL BE NEW AND BEAR U.L. LABELS, WHERE APPLICABLE. ALL AIR
CONDITIONING DUCTS SHALL BE 1" THICK, 3 1/2" P.C.F. R-6 FIBERGLASS WITH VAPOR
BARRIER JACKET, UNLESS OTHERWISE NOTED. FABRICATE AND INSTALL ALL DUCTS IN
STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTRUCTIONS. DUCT
SIZES ARE NET INTERNAL. ALL FRESH AIR EXHAUST AIR DUCTS SHALL HAVE AN
ADJUSTABLE DAMPER AT GRILLS AND OR FANS. DUCTS FOR EXHAUST AIR OR FRESH
AIR SHALL BE GALVANIZED SHEET METAL WRAPPED WITH MINIMUM 1" R-6 FIBERGLASS
BATT OR BLANKET INSULATION. MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR.
ALL INTERIOR AND EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY
FASTENED IN PLACE WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL
BUILDING CODES. THE H.V.A.C. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF
ALL OF THE ABOVE FOR APPROVAL. CONTRACTOR SHALL INSTALL ALL EQUIPMENT
AND ACCESSORIES IN SUCH A MANNER THAT THEY MAY BE READILY ACCESSIBLE FOR
SERVICING AND OR REPLACEMENT. H.V.A.C. CONTRACTOR SHALL BE RESPONSIBLE
FOR BALANCING THE H.V.A.C. SYSTEM AND FOR PRINTING INSTRUCTIONS FOR THE
OWNER'S OPERATION OF THE SYSTEM. ELECTRIC STRIP HEATERS SHALL BE
UNIT-MOUNTED, COMPLETE WITH FUSES, HI-TEMP CUTOUTS (AUTOMATIC AND
MANUAL), RELAYS AND ETC, WITH SIZES ARE REQUIRED. PROVIDE FIRE DAMPERS IN
ALL DUCTS PASSING THRU FIRE RATED ROOF, CEILINGS AND WALLS, UNLESS
OTHERWISE NOTED AND OR SHOWN ON THE PLANS AND/OR AS REQUIRED BY THE
AUTHORITY HAVING JURISDICTION.\ ALL HEATING, VENTILATING AND AIR
CONDITIONING SYSTEMS AND ETC. SHALL CONFORM TO THE STATE OF FLORIDA
MODEL ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION, LATEST EDITION
WITH REVISIONS. A/C AIR HANDLING UNITS SHALL HAVE CONDENSATION SAFE
WASTE W/TRAP.
LANDSCAPING NOTES
NO MORE THAN 50% OF REQUIRED TREES CAN BE SAME SPECIES.
ALL TREES SHALL BE PROPERLY GUYED AND STAKED AT TIME OF PLANTING.
SOD TO BE ST. AUGUSTINE "FLORITAM" FREE OF ALL PESTS OR DISEASE. IT SHALL BE LAID EVEN WITHOUT
GAPS.
GROUND COVER AND SHRUBS TO BE LAID OUT IN A UNIFORM AND CONSISTENT PATTERN.
ALL PLANT MATERIAL SHALL HAVE AN APPLICATION OF SLOW- RELEASE FERTILIZER (AGRI- FORM OR
SIMILAR) AT TIME OF INSTALLATION.
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES TO AVOID DAMAGE.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLANTS AND MATERIALS NECESSARY TO ACHIEVE A FULL
AND COMPLETED APPEARANCE IN ALL PLANTING BEDS.
THE MINIMUM TOPSOIL DEPTH SHALL BE 6 INCHES FOR GROUND COVER AREAS, 4 INCHES FOR SEEDED
GRASS AREAS, AND 2 INCHES FOR SODDED AREAS.
ALL LANDSCAPING MATERIALS TO BE FLORIDA NO. 1 GRADE OR BETTER.
ALL EXTERIOR LIGHT SOURCES MUST BE RECESSED WITHIN THE STRUCTURE OR FIXTURE IN WHICH IS
LOCATED.
ALL MECHANICAL EQUIPMENT TO BE SCREENED ON THREE (3) SIDES AS SHOWN WITH SHRUBS SIX (6)
INCHES ABOVE THE ITEM TO BE SCREENED.
GRASS OR SOD SHALL BE PROVIDE IN ALL OPEN AREAS. INCLUDING SWALE AREA AS SHOWN ON
PLANS.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE PROPER WATERING AND SAFEGUARD
AGAINST DAMAGE OF ANY KIND DURING THE INSTALLATION UNTIL FINAL APPROVAL OF WORK.
ALL TREE SPECIES SHALL BE A MINIMUM OVERALL HEIGHT OF 10 FEET WITH A MINIMUM CANOPY
SPREAD OF 4 FEET AND MINIMUM TRUNK DIAMETER AT BREAST HEIGHT OF 2" AND A MINIMUM OF 4 FEET
CLEAR WOOD IMMEDIATELY AFTER PLANTING.
HEDGES SHALL BE MINIMUM 2 FEET IN HEIGHT (FULL TO BASE) PLANTED 2 FEET ON CENTER.
ALL TREES AND SHRUBS SHALL BE PLANTED WITH A MINIMUM OF 6 INCHES OF TOPSOIL AROUND AND
BENEATH ROOT BALL.
A MINIMUM OF 2 INCHES CYPRESS MULCH (OR APPROVED EQUAL) OR GROUND COVER SHALL BE
INSTALLED AT BASE OF EACH TREE AND THROUGHOUT HEDGE AND SHRUB PLANTING.
SPRINKLERS (IF SPECIFIED)
ALL LANDSCAPE AREAS SHALL BE IRRIGATED BY A FULLY AUTOMATIC SPRINKLER SYSTEM ADJUSTED TO
PROVIDE 100 % COVERAGE OF ALL LANDSCAPE AREAS. ALL HEADS SHALL BE OVERLAP AS PER
MANUFACTURERS SPECIFICATIONS AND PERFORMANCE ADJUSTED TO 50 STANDARDS. EACH SYSTEM
SHALL BE INSTALLED WITH A RAIN SENSOR.
NON-BEARING INTERIOR PARTITIONS
ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8" METAL STUDS 26 GA AT 24" C/C MAXIMUM
SPACING WITH 1/2" MINIMUM GYPSUM DRYWALL EACH SIDE.
SOME ITEMS DO NOT APPLY IF NOT PART OF THE SCOPE OF WORK
TYPICAL GENERAL 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
2
3
4 FL Lic. #: AA26002780 •AR 95385THE CONSTRUCTION ANDARCHITECTURE GROUP, INC.DRAWN BY:
REVIEWED BY:
MANAGED BY:SANDRA PUERTASHEET:
SP
CA
SP
Dec 23, 21
Feb. 25, 22
A-0
General
Notes and
Specifications
1.
THE CONTRACTOR SHALL OBTAIN A DEMOLITION PERMIT AND ANY
OTHER REQUIRED APPROVALS PRIOR TO THE EXECUTION OF ANY
DEMOLITION AND FURNISH ALL LABOR AND MATERIALS REQUIRED TO
COMPLETE THE DEMOLITION, SELECTIVE REMOVAL AND SUBSEQUENT
OFF SITE DISPOSAL OR STORAGE OF ALL ITEMS WITHIN THE PROJECT
AREA.
2.THE CONTRACTOR SHALL COORDINATE THE DEMOLITION WITH THE
LANDLORD, OWNER, LEASING AGENT AND OR TENANT AND SHALL MEET THE
RULES AND REGULATIONS SET FORTH BY THE LANDLORD, OWNER AND/OR
LEASING AGENT.
DEMOLITION SHALL NOT BE LIMITED TO WORK ON THESE DRAWINGS BUT
SHALL INCLUDE ALL DEMOLITION NECESSARY TO ACCOMMODATE THE NEW
WORK. THE DEMOLITION DRAWINGS ARE COMPLIMENTARY AND THE GC
AND SUBCONTRACTORS SHALL VISIT THE SITE PRIOR TO BIDDING AND
FAMILIARIZE WITH THE WORK REQUIRED FOR DEMOLITION.
3.
THE CONTRACTOR SHALL COORDINATE WITH OWNER THE USE OF A
CONSTRUCTION DUMPSTER FOR PLACEMENT UNLESS A DUMP TRUCK IS USED.
THE CONTRACTOR SHALL PROTECT ALL EXTERIOR OF BUILDING AND
ADJACENT AREAS AS WELL AS ALL ROADWAYS AND LANDSCAPE FROM
DAMAGE DURING DEMOLITION.
4.
5.THE CONTRACTOR SHALL KEEP ALL AREAS IN A SAFE AND CLEAN
CONDITION AT ALL TIMES.
6.THE CONTRACTOR SHALL MAINTAIN LIFE SAFETY STANDARDS AT ALL TIMES.
7.THE CONTRACTOR SHALL STRIP PARTITIONS THAT ARE PART OF THE SCOPE OF
WORK TO DETERMINE IF IT CAN BE DEMOLISHED OR TO DETERMINE IF THEY
ARE ANY ADDITIONAL ELEMENTS THAT MAY NEED TO BE REMOVED OR CAP
PRIOR TO DEMOLITION.
8.THE CONTRACTOR SHALL FULLY ACQUAINT HIMSELF WITH THE EXISTING
CONDITIONS OF THE SITE AND BE FULLY INFORMED HIMSELF AS TO THE
NATURE OF THE EQUIPMENT AND MATERIALS NEEDED FOR THE PROPER
EXECUTION OF THE WORK.
9.IF THE CONTRACTOR ENCOUNTERS ANY HAZARDOUS MATERIALS DURING
DEMOLITION, THE CONTRACTOR MUST COMPLY WITH ALL APPLICABLE
REGULATIONS, LAWS AND ORDINANCES RELATIVE TO THE REMOVAL,
HANDLING AND PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL
POLLUTION. NOTIFY LANDLORD AND OWNER INMEDIATELY.
10.THE CONTRACTOR SHALL MAINTAIN PREMISES FREE FROM ACCUMULATION
OF WASTE, DEBRIS AND RUBBISH CAUSED BY WORK. AT THE COMPLETION
OF A DAY WORK LEAVE PREMISES AND PUBLIC AREAS BROOM CLEAN ON
A DAILY BASIS.
11.ALL ITEMS DEMOLISHED ARE TO BE DISPOSED BY CONTRACTOR UNLESS IT IS
INDICATED OTHERWISE BY OWNER.
12.COORDINATE WITH CONSTRUCTION DRAWINGS AND ANY OTHER TRADE AS
REQUIRED PRIOR TO START OF DEMOLITION.
13.ELECTRICAL POWER SHALL BE MAINTAINED AT ALL TIMES DURING
CONSTRUCTION. COORDINATE WITH ALL TRADES AND OWNER AT LEAST 48
HOURS PRIOR TO PROPOSED INTERRUPTION.
14.WATER SERVICE SHALL BE MAINTAINED AT ALL TIMES DURING
CONSTRUCTION. COORDINATE WITH ALL TRADES AND OWNER AT LEAST 48
HOURS PRIOR TO PROPOSED INTERRUPTION.
15.REMOVE ALL WIRING FROM ALL DEMOLISHED RECEPTACLES AND WALLS TO
SOURCE PANEL. REMOVE ALL ABANDONED WIRING AND DISPOSE.
16.PATCH ALL HOLES AND SURFACES IN ALL AREAS AFFECTED BY THE
DEMOLITION WORK. ALL PATCHING SHALL INCLUDE BUT IS NOT LIMITED TO
DUCTWORK, PIPING, PLUMBING, CONDUITS, SWITCHES, RECEPACLES,
CONTROLS, JUNCTION, FLOORING, CEILING AND SHALL MATCH EXISTING
FINISHES.
DEMOLITION PLAN GENERAL NOTES
3'-0" DR.3'-0" DR.2'-8" DR.2'-4" DR.2'-8" DR.CLOSETCLOSETCLOSETCLOSETMASTER BEDROOM
DINING
BREAKFAST BAR
PASS-THRU
KITCHEN
CLOSETCLOSET
BEDROOM
CLOSET
FOYER
TERRACE
LIVING ROOM
E E
EE
E E
E E 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"
E
E
GFI E
E
E
E
E
E
VPE
E E
GFI
E
GFIE
GFI
E
E E
E
E
E
E
E
E
EE
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E E
E
E
GFIE
GFI E
E
E
VPE
E
E
E
E
GFI
E
GFI
E
E
E
E
E E
E
E
E
E
E
GFIE
GFI
E
TENANT TENANT
OUTSIDE
OUTSIDE
LN
WALL PLAN LEGEND
D-1
Demo 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
2
3
4 FL Lic. #: AA26002780 •AR 95385THE CONSTRUCTION ANDARCHITECTURE GROUP, INC.DRAWN BY:
REVIEWED BY:
MANAGED BY:SANDRA PUERTASHEET:
SP
CA
SP
Dec 23, 21
Feb. 25, 22
EXISTING/DEMO FLOOR PLAN
SCALE: 1/4" = 1'- 0"
2
WALL 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
2
3
4 FL Lic. #: AA26002780 •AR 95385THE CONSTRUCTION ANDARCHITECTURE GROUP, INC.DRAWN BY:
REVIEWED BY:
MANAGED BY:SANDRA PUERTASHEET:
SP
CA
SP
Dec 23, 21
Feb. 25, 22
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
11
1
2
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
N N
N N
N N
N
N
N
N
E
E
E
N
N
E
E
E
E
E
GFI E E
VPE
E
E
GFI
E
GFIE
GFI
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
GFIE
GFI E
E
E
VPE
E
N
N
E
E
E
E
E E
E
E
E
E
E
GFIE
GFI
E
E
E
E
TENANT TENANT
OUTSIDE
OUTSIDE6'-0"2'-4"
ELECTRICAL FIXTURES LEGEND
E
N
R (W/ GENERAL USE DUPLEX RECEPTICLE)
3 FT UNDER CABINET
4 FT UNDER CABINET
SINGLE FLOOD - WALL MOUNTED
SINGLE FLOOD - SOFFIT MOUNTED
DOUBLE FLOOD - WALL MOUNTED
DOUBLE FLOOD - SOFFIT MOUNTED
RECESS INCAND. (EYEBALL) FIXTURE
PHOTOCELL - WALL MOUNT
PHOTOCELL - SOFFIT MOUNT
PHONE JACK - PREWIRE ONLY
INCANDESCENT FIXTURE - CEILING MOUNTED
INCANDESCENT FIXTURE - WALL MOUNTED
E L E C T R I C A L S Y M B O L S L E G E N D GAS CO. METER
SMOKE DETECTOR ELECTRICAL PANEL
24x48 FLUOR. FIXTURE
12x48 LED. FIXTURE
CEILING FAN w/LIGHT
EXHAUST FAN w/LIGHT
ELECTRIC CO. METER
CEILING FAN
VAPOR PROOFVP
EXHAUST FAN
DISCONNECT SWITCH
JUNCTION BOX
TV JACK
COMPUTER OUTLET
SINGLE POLE SWITCH
4 WAY SWITCH
3 WAY SWITCH
DIMMER SWITCH
PUSHBUTTON
STRIP LIGHT
FLUOR. FIXTURE
QUADRAPLEX FLOOR RECEPTACLE
GROUND FAULT INTERRUPTER
SWITCHED FLOOR RECEPTACLE
DUPLEX FLOOR RECEPTACLE
QUADRAPLEX RECEPTACLE
SINGLE FLOOR RECEPTACLE
FAULT INTERRUPTER
WEATHERPROOF GROUND
GFI
EP
GFI
WP
SINGLE RECEPTACLE
220V RECEPTACLE
SWITCHED RECEPTACLE
DUPLEX RECEPTACLE
2 FT UNDER CABINET
RECESSED PENDANT LIGHT
FLUOR. FIXTURE
BELL
CARBON MONOXIDE DETECTOR THERMOSTAT SYMBOL
TRACK LIGHT
EXISTING FIRE SPRINKLER
RECESSED HIGH HAT
1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2020 7th EDITION
FLORIDA BUILDING CODE, THE 2014 NATIONAL ELECTRICAL CODE
AND ALL LOCAL CODES.
2. THE ELECTRICAL SUBCONTRACTOR SHALL BE RESPONSIBLE FOR FULL
COORDINATION OF THIS WORK WITH THAT OF THE GENERAL
CONTRACTOR AND THE OTHER SUB-CONTRACTORS.
3. PROVIDE A GUARANTEE AGAINST DEFECTIVE WORKMANSHIP,
MATERIALS AND EQUIPMENT FOR A PERIOD OF ONE YEAR FROM THE
DATE OF FINAL ACCEPTANCE BY OWNER.
4. ALL POWER AND CONTROL WIRING SHALL BE BY THE ELECTRICAL
SUB-CONTRACTOR.
5. ELECTRICAL SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL
APPLICABLE FEES TAXES AND PERMITS. WIRING DEVICES SHALL BE U.L.
LISTED COMMERCIAL GRADE.
6. ALL CONDUIT SHALL BE RIGID GALVANIZED EXCEPT AS FOLLOWS:
A: EMT MAY BE USED INDOORS, WHERE NOT SUBJECT TO ABUSE.
B: PVC MAY BE USED UNDERGROUND WHERE ALLOWED BY
CODE.
8. ALL WIRE SHALL BE COPPER. #10 AND SMALLER SHALL BE SOLID
THHN. #8 AND LARGER SHALL BE STRANDED THHN. CONTROL WIRING
SHALL BE # 14 THHN.
9. THESE PLANS ARE BASED ON AVAILABLE INFORMATION. NOTIFY
ARCHITECT/ OWNER OF ANY CONDITIONS WHICH AFFECT PROGRESS
OF CONSTRUCTION.
ELECTRICAL NOTES
10. VERIFY ELECTRICAL REQUIREMENTS OF EACH PIECE OF EQUIPMENT
PRIOR TO ACTUAL CONNECTION THERE-TO.
11. ESTABLISH FIELD LIAISON WITH PROJECT MANAGER PRIOR TO
STARTING WORK. VERIFY ALL EXISTING CONDITIONS AND NOTIFY
ARCHITECT / OWNER OF ANY DISCREPANCIES.
12. ELECTRICAL SUBCONTRACTOR SHALL VERIFY LOCATIONS AND
CONNECTIONS TO ALL ELECTRICAL EQUIPMENT FURNISHED BY OTHERS,
PRIOR TO INSTALLING OUTLETS, CONDUIT STUBS , DROPS , ETC. VERIFY
LOCATIONS OF ALL CONTROLS FURNISHED BY OTHERS. INSTALL
CONTROLS AND MAKE CONNECTIONS THERETO.
13. ALL SLEEPING ROOM BRANCH CIRCUITS SHALL BE ARC FAULT
RECEPTACLE. ALL BATH OUTLETS , KITCHEN AND WITHIN 2' OF ANY
SOURCE OF WATER TO BE GFI.
14. TAMPER RESISTANT RECEPTACLE REQUIRED AS PER NEC 406.11 FOR
ALL NEW OUTLETS
15. COMBINATION TYPE BREAKERS ARE REQUIRED FOR ALL SMOKE
DETECTORS. PER NEC 210.12B 16.
16. ALL PHONE / INTERNET LOCATIONS TO HAVE (2)CAT6 CABLES. ALL
T.V. LOCATIONS TO HAVE (2) CAT6 AND (2)RG6 COAXIAL CABLES.
17. ALL T.V. LOCATIONS TO HAVE (2) CAT6 AND (2)RG6 COAXIAL
CABLES.
PLUMBING NOTES
1. INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2020 FLORIDA
BUILDING CODE AND ALL LOCAL CODES.
2. ALL MATERIALS SHALL BE NEW AND CODE APPROVED.
3. ALL NEW DOMESTIC WATER PIPING SHALL BE COPPER. ALL NEW SANITARY
PIPING SHALL HUBLESS C.I. OR PVC. AS REQUIRED TO INTEGRATE WITH
EXISTING PIPING.
4. THE PLUMBING SUB-CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE
THAT PLUMBING WORK IS FREE FROM DEFECTS IN MATERIALS AND
WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF
ACCEPTANCE BY OWNER. REPAIR OR REPLACE ALL WORKWHICH BECOMES
DEFECTIVE AT NO COST TO OWNER.
5. PLUMBING SUB-CONTRACTOR SHALL PROVIDE REQUIRED PERMITS.
6. INSTALL PLUMBING FIXTURES AS INDICATED ON THESE PLANS. COMPLETE
SYSTEM, FIXTURES AND DEVICES SHALL BE GIVEN AN IN-SERVICE TEST AFTER
COMPLETION OF INSTALLATION.
7. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF
CONSTRUCTION, SHALL BE PART OF THIS CONTRACT.
8. DRAINAGE SYSTEM IS BASED ON 1/8"/ FT. MIN. FALL. FOR ALL PIPING 2"
AND SMALLER SHALL SLOPE @ 1/4"/FT. ALL DEVIATIONS SHALL BE APPROVED
BY ARCHITECT/ENGINEER AND PLUMBING INSPECTOR
9. DO NOT SCALE FOR THE EXACT FIXTURES, PIPING , EQUIPMENT ETC.
10. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID
INTERFERENCE WITH PROGRESS OF CONSTRUCTION.
11. WATER PIPING SHALL BE TYPE "L" COPPER WITH WROUGHT SOLDER
FITTINGS. UNDERGROUND PIPING MAY BE TYPE "M" WITH PROPER SLEEVING
AND NO JOINTS BELOW SLAB.
12. FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS AND
SHUTOFF VALVES WITH ACCESS PANELS AT EACH FIXTURE GROUP. INSTALL
PER PDI IN EFFECTIVE RANGE.
NEW DRAIN &
DRAIN
EXTENSION IN
SAME LOCAITON NEW PEA
GRAVEL OR
CRUSHING TILE
AROUND WEEP
HOLES
NEW PEA
GRAVEL OR
CRUSHING TILE
TO SLOPE
NEW 40-MIL CPE
SHOWER PAN
MEMBRANE
NEW
TILE OVER DUROCK
OR CEMENTITIOUS
BOARD OVER
SHOWER LINEMENT
NEW 2X4 P.T.
WOOD OVER 30LBS.
FELT
NEW TILE OVER
LATEX- MODIFIED
THINSET
NEW SLOPED
CONCRETE
TOWAREDS DRAIN
W/WIRE MESH
REINFORCEMENT.
EXISTING WALL
EXISTING DRAIN
FROM TUB TO
REMAIN.
EXISTING SLAB
NEW
CEMENTICIOUS
CURB
EP-1
Electrical/
Plumbing
Plans 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
2
3
4 FL Lic. #: AA26002780 •AR 95385THE CONSTRUCTION ANDARCHITECTURE GROUP, INC.DRAWN BY:
REVIEWED BY:
MANAGED BY:SANDRA PUERTASHEET:
SP
CA
SP
Dec 23, 21
Feb. 25, 22
ELECTRICAL SYM. LGND.
ELECTRICAL RISER
SCALE: NOT TO SCALE
ELECTRICAL/PLUMBING PLAN
SCALE: 1/4"=1'-0"
NOTE (A) : VALVE MUST BE
PRESSURE-BALANCED, THERMOSTATIC VALVE
WITH TEMPERATURE LIMITS SET TO 120 DEGREES
FAHERENIT PER 2020 FBC-RESIDENTIAL P2708.4.
1
SCALE: NOT TO SCALE
TYP. SHOWER PAN DRAIN DETAILEP-1 SANITARY RISER DIAGRAM
SCALE: NOT TO SCALE
1