Plan Review Details - Permit 05050638
Plan Review Stops For Permit 05050638
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2005-06-23 Cont ID  
Sent By jwitmer Date 2005-06-23 Time 06:58 Rev Time 12.00
Received By jwitmer Date 2005-06-23 Time 06:58 Sent To  
Notes
2005-06-23 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 05050638
 ADD: BETHESDA TERRACE
 CONT: FIRST BUILDING
 TEL: (561)756-2609
  
 333 ON THE PARK BARCELONA SQUARE II
  
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 *****PLEASE NOTE*******
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
 *****************
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2) PROVIDE 3 CURRENT COPIES OF SIGNED &
 SEALED SURVEYS WITH PROPOSED IMPROVEMENT
 TO BE COMPLETED. A UNITYOF TITLE MAY
 BE REQUIRED, OR A REPLAT DEPENDING ON
 THE NUMBER OF LOTS BEING COMBINED. IT
 APPEARS THE BUILDING IS CROSSING LOT
 LINES TABLE 600 VIOLATION.
  
 3) FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL
 IS NOT DEFINITLY KNOWN OR IS IN QUESTION
 THE BUILDING OFFICIAL MAY REQUIRE EXPLOR
 ATIONS, TEST OR OTHER ADEQUATE PROOF AS
 TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICALREPORT FROM A DESIGN PROFESSIONAL
 PROPERLY LICENSED IN THE STATE OF
 FLORIDA.
  
 NOTE: RECEIVED SPECIAL INSPECTOR
 AGREEMENT.
  
 4) FL S. S. 553.71(7) " THRESHOLD
 BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT IN
 HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPAN
 CY CLASSIFICATION AS DEINED IN THE
 FLORIDA BUILDING CODE WHICH EXCEEDS
 5,000 SQ FT IN AREA AND AN OCCUPANT
 CONTENT OF GREATER THAN 500 PERSONS.
 105.13.1 THE ENFORCING AGENCY SHALL
 REQUIRE A SPECIAL INSPECTOR TO PERFORM
 SRUCTURAL INSPECTIONS ON A THRESHOLD
 BUILDING PURSUANT TO A STRUCTURAL INSPEC
 TION PLAN PREPARED BY THE ENGINEER OF
 RECORD. THE STRUCTURAL INSPECTION PLAN
 MUST BE SUBMITTED TO THE ENFORCING AGEN-
 CY PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT FOR THE CONSTRUCTION OF A THRESH-
 OLD BUILDING. THE PURPOSE OF THE SRUCTUR
 AL INSPECTION PLAN IS TO PROVIDE SPECIF-
 IC INSPECTION PROCEDURES AND SCHEDULES
 SO THAT THE BUILDING CAN BE ADEQUATELY
 INSPECTED FOR COMPLIANCE WITH THE
 PERMITTED DOCUMENTS.
  
 5) W.P.B. AMENDMENT 105.13.4.4 ALL PLANS
 FOR THE BUILDING WHICH ARE REQUIRED TO
 BE SIGNED AND SEALED BY THE ARCHITECT OR
 ENGINEER OF RECORD CON- TAIN A STATEMENT
 THAT, TO THE BEST OF THE ARCHITECT'S PR
 ENGINEER'S KNOWLEDGE, THE PLANS AND
 SPECIFICATIONS COMPLY WITH THE
 APPLICABLE FIRE-SAFETY STANDARDS AS
 DETERMINED BY THE LOCAL AUTHORITY IN
 ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTE.
  
 6) THRESHOLD INSPECTOR- HAROLD PISKURA,
 MANAGER OF THE SPECIAL INSPECTOR PROGRAM
 HAS CONCERNS WITH THE SPECIAL INSPECTOR
 AGREEMENT SUBMITTED SINCE EACH OF THE
 INSPECTORS SUBMITTED ARE ALREADY
 ASSIGNED TO A PROJECT, CONTACT HAROLD AT
  
 (561)805-6711.
  
 7) FL BLD CODE 104.2.1.2*
 ADDITIONAL INFORMATION REQUIRED FOR
 RECORDING PURPOSES:
 CONSTRUCTION TYPE/ SPRINK OR NON
 MEAN ROOF HEIGHT
 NUMBER OF UNITS
 NUMBER OF FLOORS
 BEDROOMS
 ROOMS
 BATHROOMS
 LIVIBLE SQ FT
 A) BY FLOOR
 B) TOTAL
 FOOTPRINT SQ FT
 UNDER ROOF SQ FT TOTAL
 FLOOD ZONE TYPE
 LOWEST FLOOR ELEVATION
  
 8) MISSING BOTH FROM THE ARCH/ STRUC
 PLANS, THE DESIGN PROFESSIONAL ARE
 MISSING WIND DESIGN PARAMETERS:
 FL. BLD CODE 1606.1.7 THE FOLLOWING
 INFORMATION RELATED TO WIND SHALL BE
 SHOWN ON THE CONSTRUCTION DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
  
 9) INDICATE WIND DESIGN METHOD:
 1606.1.1 DETERMINATION OF WIND FORCES.
 WIND FORCES ON EVERY BUILDING OR
 STRUCTURE SHALL BE DETERMINED BY THE
 PROVISIONS OF CHAPTER 6 OF ASCE 7.
 ASCE 7-98.
  
 10A) 104.2.1.3*THE BUILDING OFFICIAL
 MAY SET STANDARDS THROUGH DEPARTMENTAL
 POLICY STANDARDS FOR PLANS AND SPRCIFICA
 TIONS. "NO WHITE OUT".SHEET A1.01
 BLOCK B & C "197768" WHITE OUT!!!!!
  
 10B) STRUCTURAL SHEETS AREA BLANKED OFF
 IN HEADER STRIP??????
  
 11A) LS2.01GENERAL PROJECT DATA:
 "PARTIALLY ENCLOSED PARKING GARAGE"
 THE CODE HAS 2 SECTIONS, 411.3 OPEN AND
 411.4 FOR ENCLOSED PARKING GARAGES,
 PLEASE CORRECT.
  
 11B) LS2.01) PLANS STATE THE
 REQUIEMENTS FOR SHAFTS LESS THAN 4
 STOIES BUT NOT FOR 4 STORIES OR MORE,
 TABLE 705.1.2- 2 HRS.
  
 11C) LS2.01 DISCREPANCY: LS2.01 INDICTES
  
 CONDOMINIUMS- FAIR HOUSING VS EXAMPLE
 A7.14 DETAIL# 1 APTS-(R2) WHICH FALLS
 UNDER FL ACCESSIBILITY???????
  
 12A) LS2.02SHEETS LS2.01/ A2.01 &
 A4.00 INDICATE A 8'-0" WIDE HANDICAPPED
 SPACE LOCATION COLUMN LINE L/M AND
 9/10WHERE AS THE REST ARE 12'-0" WIDE.
 THIS SPACE LOOKS AS IF IT WOULD BE USED
 FOR THE PUBLIC AT LARGE NOT RESIDENCE.
  
 12B) THE SAME PAGES LISTED ABOVE AND FOR
 THE 2ND PARKING LEVEL SHOW STORAGE UNITS
 IN THE ACCESS CORRIDOR WHICH IS A PART
 OF THE MEANS OF EGRESS.
 THERE IS NO SEPERATION BETWEEN THE
 CORRIDOR AND THE S1- MODERATE STORAGE
 REQUIRING 3HR WALLS & OPENING
 PROTECTIVES.
 PLANS ARE CALLING THIS AREA STORAGE
 BUT THIS IS THE MAIN MEANS OF EGRESS
 (ACCESS CORRIDOR)FOR THE RESIDENCE
 TRAVELING BETWEEN THEIR UNIT AND VEHICLE
 IN THE PARKING GARAGE.
 SEE 312.2.1 S1 ORDINARY- MODERATE HAZARD
 STORAGE. TABLE704.1, 3HR RATED WALLS.
  
 13) SHEET A4.00
 13A) WHEN CHECKING THE DOOR DESIGNATION
 FOR THE FIRST FLOOR IT APPEARS THE WRONG
 DOOR TYPE APPEARS IN THE SCHEDULE, A9.02
 EXAMPLE DOOR# 9 IS A TYPE "N" WHICH DOES
 NOT APPEAR AT ALL ON SHEET A9.01, OR
 DOOR# 3 WHICH APEARS ON A4.01 A EXIT
 ACCESS CORRIDOR WITH A DESIGNATION OF
 TYPE "F" A LOUVERED DOOR.PLEASE CHECK
 ALL DOOR SCHEDULES FOR ALL FLOORS FOR
 THE SAME PROBLEMS.
  
 13B) THE SECOND ISSUE WITH THE DOOR
 DESIGNATION IS A9.01/A9.02 FOOTNOTE "D"
 WHICH DEELS WITHA WATER CURTAIN TO
 BE USED AT DOORS WITH GLAZED OPENINGS.
 SEE 705.1.3.6 VIEW PANELS
 ?705.1.3.6.1 ONE-FOURTH INCH (6.4
 MM) THICK WIRED GLASS LABELED FOR
 FIRE PROTECTION PURPOSES MAY BE
 USED IN APPROVED OPENING PROTECTIVES
 WITH THE MAXIMUM SIZES SHOWN IN
 TABLE 705.1.3.6.OTHER GLAZING
 MATERIALS WHICH HAVE BEEN TESTED
 AND LABELED TO INDICATE THE TYPE OF
 OPENING TO BE PROTECTED FOR FIRE
 PROTECTION PURPOSES MAY BE USED IN
 APPROVED OPENING PROTECTIVES IN
 ACCORDANCE WITH THEIR LISTING WITH
 THE MAXIMUM SIZES TESTED.FOR
 REQUIREMENTS FOR SAFETY GLAZING, (SEE
 2405.) TABLE 705.1.3.6
 LIMITING SIZE OF WIRED GLASS
  
 13C) DEALS WITH A9.01/A9.02 SEE FOOTNOTE
 "N" TERM TOWNHOUSSE, MISSLEADING SEE
 TOWNHOUSE. A SINGLE FAMILY DWELLING
 CONSTRUCTED IN A SERIES OR GROUP OF
 ATTACHED UNITS WITH PROPERTY LINES
 SEPARATING EACH UNIT.PLEASE MODIFY PLAN.
  
 13D) DOOR# 9 & 18 BOTH WILL REQUIRE
 SAFETY GLASS, SIDELIGHT.2405.2.1(3)
 GLAZING IN AN INDIVIDUAL FIXED OR
 OPERABLE PANEL ADJACENT TO A DOOR
 WHERE THE NEAREST VERTICAL EDGE IS
 WITHIN A 24-INCH (610 MM) RADIUS OF THE
 DOOR IN A CLOSED POSITION AND WHOSE
 BOTTOM EDGE IS LESS THAN 60 INCHES (1524
 MM) ABOVE THE FLOOR OR WALKING SURFACE.
  
  
 14A) SHEET A4.0-A4.02 LOFT UNITS, THE
 TERM (TOWNHOUSE NOT TO BE USED), WHEN
 CALCULATING THE AREA OF THE LOFT AREA
 EACH SLAB IS OVER THE ALOTTED 33% OF THE
  
 FLOOR AREA OPEN TO THE ROOM BELOW. SEE:
 503.2.3.2 THE TOTAL AREA OF MEZZANINES
 WITHIN A ROOM SHALL NOT EXCEED1/3 THAT
 OF THE ROOM OR SPACE IN WHICH THEY ARE
 LOCATED.ENCLOSED SPACE UNDER A
 MEZZANINE SHALL NOT BE INCLUDED IN A
 DETERMINATION OF THE SIZE OF THE ROOM OR
 SPACE IN WHICH THE MEZZANINE IS LOCATED.
 WHEN QUESTIONED THE BUILDING OFFICIAL
 IF THE POSITION OF THE GUARDRAIL CAN
 REPRESENT THE ALLOWABLE 33% AREA OF THE
 MEZZANINE HE SAID "NO" BECAUSE IT CAN BE
 MOVED!!!!!
  
 14B) SHEETS E3.01-E3.05 LOFT UNITS DO
 NOT INDICATE THE USE OF A SMOKE
 DETECTION SYSTEM: 1005.7.3 EGRESS
 STAIRWAYS FROM MEZZANINES SHALL CONFORM
 WITH THE REQUIREMENTS OF 1007.THEY MAY
 BE OPEN AND MAY DESCEND TO THE FLOOR OF
 THE ROOM IN WHICH THEY ARE LOCATED WHEN
 ALL(1-4) THE FOLLOWING CONDITIONS ARE
 MET:
 1. THE SPACE BENEATH THE MEZZANINE IS
 TOTALLY OPEN AND UNENCUMBERED BY
 PARTITIONED ROOMS OR SPACES.
 EXCEPTION: THE SPACE BENEATH THE
 MEZZANINE MAY BE ENCLOSED PROVIDED
 THE ENCLOSED SPACE IS PROTECTED
 THROUGHOUT WITH A SMOKE DETECTION
 SYSTEM IN ACCORDANCE WITH NFPA 72
 WHICH SOUNDS AN ALARM IN THE
 MEZZANINE.
  
 14C) 1007.3(4) THE MEZZANINE IS NOT
 OCCUPIED FOR SLEEPING PURPOSES, UNLESS
 THERE ARE EXTERIOR WINDOWS ACCESSIBLE TO
 THE MEZZANINE AND LOCATED NOT MORE THAN
 TWO STORIES ABOVE GRADE.
  
 14D) A9.02 1ST FLOOR DOOR SCHEDULE,
 ENTRY GATES ARE A PAIR OF 2'-8", MEANS
 OF EGRESS TABLE 1004, R2 MIN CLEAR
 OPENING IS 32" SHOW COMPLIANCE.
  
 15)SHEET A4.01 LOBBY AREA
 15A) FLOOR ELEVATIONS PLEASE CORRECT
 ENTRY LOBBY VS ELEVATOR LOBBY,
 DIFFERENCE OF .01 NGVD IN GRADE VS THE
 6" CHANGE OF GRADE IN FT, 11-4.8.5
 HANDRAILS. IF A RAMP RUN HAS A RISE
 GREATER THAN 6 INCHES (150MM) OR A
 HORIZONTAL PROJECTION GREATER THAN 72
 INCHES (1830 MM), THEN ITSHALL HAVE
 HANDRAILS ON BOTH SIDES.HANDRAILS ARE
 NOT REQUIRED ON CURBRAMPS OR ADJACENT
 TO SEATING IN ASSEMBLY AREAS.HANDRAILS
 SHALL COMPLYWITH 11-4.26.
 HANDRAILS 11-4.8.5 (1)-(7)
  
 15B) PROVIDE DETAILS OF THE MAILBOX SEE:
 11-4.2.5 FORWARD REACH. IF THE CLEAR
 FLOOR SPACE ONLY ALLOWS FORWARD
 APPROACH TO AN OBJECT, THE MAXIMUM
 HIGH FORWARD REACH ALLOWED SHALL BE 48
 IN. (1220 MM).THE MINIMUM LOW
 FORWARD REACH IS 15 IN. (380 MM) (SEE
 FIGURE 11-5(A)).IF THE HIGH FORWARD
 REACH IS OVER AN OBSTRUCTION,
 REACH AND CLEARANCES SHALL BE AS SHOWN
 IN FIGURE 11-5(B).
 11-4.2.6 SIDE REACH. IF THE CLEAR
 FLOOR SPACE ALLOWS PARALLEL APPROACH
 BY A PERSON IN A WHEELCHAIR, THE
 MAXIMUM HIGH SIDE REACH ALLOWED SHALL BE
 54 IN. (1370 MM) AND THE LOW SIDE REACH
 SHALL BE NO LESS THAN 9 IN. (230
 MM) ABOVE THE FLOOR (FIGURE 11-6(A)
 AND FIGURE 11-6(B)).IF THE SIDE
 REACH IS OVER AN OBSTRUCTION, THE
 REACH AND CLEARANCES SHALL BE AS SHOWN
 IN FIGURE 11-6(C).
  
 15C) ROOM ACROSS FROM THE MAIL ROOM IS
 NOT IDENTIFIED? 104.21* PLANS ALSO DO
 NOT PROVIDE THE LOCATION OF THE FIRE
 COMMAND/ CONTROL ROOM .903.9.1 WHERE AN
 AUTOMATIC SPRINKLER SYSTEM IS PROVIDED
 EITHER AS A REQUIREMENT OR AS AN
 ALTERNATE TO ANOTHER REQUIREMENT OF THIS
 CODE, THE SYSTEM SHALL BE SUPERVISED BY
 AN APPROVED CENTRAL, PROPRIETARY,
 AUXILIARY,OR REMOTE STATION SYSTEM IN
 ACCORDANCE WITH NFPA 72.
  
 15D) AS NOTED EALIER CHECK DOORS 3, 4, 5
 & 6 FOR TYPE OF DOOR. SEE DOOR SCHEDULE?
  
 16) SHEET A4.02
 16A) DOOR# 19 AGAIN HAS FOOTNOTE "D"
 WATER CURTAIN SEE 705.1.3.6.
  
 16B) DOOR SCHEDULE DOOR# 20 DEFINE
 EGRESS HARDWARE?
  
 16C) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED, HOW
 WILL THE STAIR TOWERS COMPLY WITH:
 1012.1.11 EVERY DOOR IN A STAIR
 ENCLOSURE SERVING MORE THAN FOUR
 STORIES SHALL PERMIT RE-ENTRY FROM THE
 STAIR ENCLOSURE TO THE INTERIOR OF THE
 BUILDING, OR AN AUTOMATIC RELEASE SHALL
 BE PROVIDED TO UNLOCK ALLSTAIR
 ENCLOSURE DOORS TO PERMIT RE-ENTRY.
 SUCH AUTOMATIC RELEASE SHALL BE
 ACTUATED WITH THE INITIATION OF THE
 BUILDING FIRE ALARM, FIRE DETECTION OR
 FIRE SPRINKLER SYSTEM.
  
 17) SEE A7.11 STIARS TO COMPLY WITH:
 11-4.4.2 HEAD ROOM. WALKS, HALLS,
 CORRIDORS, PASSAGEWAYS, AILES OR OTHER
 CIRCULATION SPACES SHALL HAVE 80 INCHES
 MINIMUM CLEAR HEAD ROOM (SEE FIGURE
 8(A)). IF VERTICAL CLEARENCE OF AN AREA
 ADJOINING AN ACCESSIBLE ROUTE IS REDUCED
 TO LESS THAN 80 IN. (NOMINAL DIMENSION),
 A BARRIER TO WARN BLIND OR VISUALLY-
 IMPARED PERSONS SHALL BE PROVIDED. (SEE
 FIGURE 8(C-1)).
  
 18) A4.03/A4.04 STROAGE UNITS (S1)
 REQUIRES 3 HR WALLS SEE TABLE 704.1
 AND OPENING PROTECTIVES, DOORS 23 & 24
 (TABLE 705.1.2) 3 HR DOORS.
  
 19) A4.8 GENERATOR ROOM EGRESS BLOCKED
 BY PARKED VEHICLE, DOORS CAN'T BE
 OPENED. NOTE IT APPEARA SPACES COULD BE
 SHIFTED EAST WITHOUT LOSS OF PARKING
 SPACES.
  
 20) A4.10-12 SAME COMMENT AS 12B ABOUT
 STORAGE UNITS MEANS OF EGRESS.
  
 21)SHEET A4.13
 21A) STORAGE UNITS INDICATE RAMPS
 BUT THE CHANGE IN ELEVATION ISN'T
 PROVIDED.
 11-4.8.2 SLOPE & RISE. THE LEAST
 POSSIBLE SLOPE SHALL BE USED FOR ANY
 RAMP. THE MAXIMUM SLOPE FOR A RAMP IN
 NEW CONSTRUCTION SHALL BE 1 TO 12. THE
 MAXIMUM RISE FOR RUN SHALL BE 30" (SEE
 FIGURE 16).
 11-4.8.3. CLEAR WIDTH. THE MINIMUM
 CLEAR WIDTH OF A RAMP SHALL BE 36".
 EXCEPTION: RAMPS THAT ARE PART OF A
 REQUIRED MEANS OF EGRESS SHALL NOT BE
 LESS THAN 44 INCHES WIDE.
 11-4.8.4.(2) LANDINGS. ALL LANDINGS
 ON RAMPS SHALL NOT BE LESS THAN 60"
 CLEAR, & THE BOTTOM OF EACH RAMP SHALL
 HAVE NOT LESS THAN 72" OF STRAIGHT &
 LEVEL CLEARENCE.
 11.4.8.5. HANDRAILS: IF A RAMP HAS
 A RISE GREATER THAN 6" OR A HORIZONTAL
 PROJECTION GREATER THAN 72", THEN IT
 SHALL HAVE HANDRAILS ON BOTH SIDES.
  
 21B) STORAGE UNITS S1 (T-704.1) 3HR.
 WALLS/ DOORS 3 HR (T705.1.2.)
  
 22) A4.15 STORAGE ROOM SAME AS COMMENT 3
 21A & 21B.
  
 23) A4.18 DETAIL A7.05 DETAIL# 5 IS
 SUPPOSE TO INDICATE THE L P GASS SLAB?
 NO DETAILS OF SLAB OR BOLLARDS AROUND
 TANK FOR PROTECTION.
  
 24) A4.19
 A) PLANS INDICATE LIGHT POLES BUT NO
 REFRENCE TO ATTACHMENT, NOR COMPLIANCE
 WITH WIND SPEED.
 B) PLANS INDICATE USE OF BOLLARD NO
 DETAILS
 C) PLANS INDICATE A RAILING BEFORE THE
 DRIVE RAMP BUT NO INFORMATION AS TO
 HEIGHT, HANDRIAL OR GUARDRAIL OR DESIGN?
 1617.4.6.1 RAILINGS, STAIR-RAILINGS AND
 OTHER SIMILAR SAFEGUARDS SHALL BE
 DESIGNED TO RESIST A LOAD OF 50 POUNDS
 PER LINEAL FOOT (74 KG/M) OR A
 CONCENTRATED LOAD OF 200 POUNDS (690 N)
 APPLIED IN ANY DIRECTION AT THE TOP OF
 SUCH BARRIERS AT ANY LOCATION ON THE
 SAFEGUARD, WHICHEVER CONDITION PRODUCES
 THE MAXIMUM STRESSES.THE REACTIONS AND
 STRESSES CAUSED BY THE ABOVE REFERENCED
 UNIFORM AND CONCENTRATED LOADS SHALL BE
 CONSIDERED NOT BE ACTING SIMULTANEOUSLY.
  
 25) NEITHER A4.18 OR A4.19 INDICATE
 COMPLIANCE WITH THE VEHICLE SAFEGAURD
 BARRIERS, 1617.5.3. A7.05 /5 PROVIDES A
 DETAIL INDICATING BLOCK, THERE IS NO
 REFRENCE TO SECTIONS THROUGH THE WALLS
 ON THE S-2.3 PROVIDING DETAILS.
 1617.5.3 VEHICLE SAFEGUARD BARRIERS
 SHALL BE CAPABLE OF RESISTING A
 MINIMUM HORIZONTAL ULTIMATE LOAD OF
 10,000 LB (44.5 KN) APPLIED 18 INCHES
 (457 MM) ABOVE THE FLOOR AT ANY POINT IN
 THE BARRIER SYSTEM.THIS LOAD
 NEED NOT BE APPLIED IN COMBINATION WITH
 LOADS SPECIFIED IN 1617.4.6.1 AND
 1617.4.6.2.VEHICLE SAFEGUARD BARRIER
 SYSTEMS OF METAL FRAMING, CONCRETE
 OR MASONRY MAY BE DESIGNED BY ALLOWABLE
 STRESS DESIGN FOR A CONCENTRATED
 HORIZONTAL LOAD OF 7500 LB (33 361 N) IN
 LIEU OF THE 10,000 LB (44.5 KN)
 ULTIMATE LOAD SPECIFIED ABOVE.
  
 26) A4.19/ A4.14 DO NOT PROVIDE DETAILS
 FOR COMPLIANCE OF THE ABOVE MENTIONED
 FOR THE RAMPS. ALSO INDICATE COMPLIANCE
 WITH THE 42" HEIGHT REQUIREMENT OF
 1015.2.
  
 27) 2ND FLOOR COMMON AREAS DOOR SCHEDULE
  
 TYPE OF DOORS INCORRECT, EXAMPLE, THE
 TYPE "F" DOOR IS LOUVER MECH ROOM DOOR,
 TO BE USED ON 2ND FLOOR EXIT STAIRWAY
 AND TRASH CHUTE ACCESS DOOR.REVISIT ALL
 FLOORS.
  
 28) FIRE RATED ACCORDIAN DOORS PROVIDE
 ADDITIONAL INFORMATION, HOW WILL THESE
 DOORS RELEASE FOR FIREFIGHTERS IF
 ACTIVATED BY FIRE ALARM. WHAT PORTION OF
 CITY CODE REQUIRES THESE DOORS.FL BLDG
 CODE412.1.1 REQUIRES FIRE DOORS FOR
 HIGH RISE ELEVATOR LOBBY EQUIREMENTS
 WHEN HABITABLE FLOOR SURFACES ABOVE 75'.
  
 29) A4.26 POOL BARRIER ACT SEE:
 NOTE: OTHER ADMINISTRATIVE AND
 PROGRAMMATIC PROVISIONS MAY APPLY.SEE
 DEPARTMENT OF HEALTH [DOH] RULE 64E-9,
 FLORIDA ADMINISTRATIVE CODE AND
 CHAPTER 514, FLORIDA STATUTES.
 64E-9.002 EFFECTIVE BARRIERS.PROVIDE
 ADDITIONAL INFORMATION.
  
 30) NOTE: POOL/ SPA STRUCTURE TO BE PART
 OFTHE BUILDING PERMIT, ADDITIONAL
 PERMITS FOR PLUMBING AND ELECTRICAL
 REQUIRED.
  
 31) SHEET A4.27
 A) DOORS ARE NOT LABELED ON THIS SHEET.
  
 B) DOOR LEADING INTO EXERCISE ROOM TO
 REQUIRE SAFETY GLAZING IN SIDELIGHT.
 2405.2.1(3)
  
 C) EXERCISE ROOM OCCUPANT LOAD 61
 REQUIRING (2) EXITS SEE, 1004.1.4 WHERE
 2 OR MORE EXITS OR EXIT ACCESS DOORS ARE
 REQUIED, AT LEAST 2 OF THE EXIT OR EXIT
 ACCESS DOORS SHALL BE PLACED A DISTANCE
 APART EQUAL TO NOT LESS THAN 1/2 OF THE
 LENGTH OF THE MAXIMUM OVERALL DIAGONAL
 DIMENSION OF THE BUILDING OR AREA TO BE
 SERVED. 1/3RD THE REQUIRED DISTANCE FOR
 FIRE SPRINKLERED BUILDINGS.
 1001.1.3 MEANS OF EGRESS SHALL CONSIST
 OF CONTINUOUS AND UNOBSTRUCTED PATHS OF
 TRAVEL TO THE EXTERIOR OF A BUILDING.
 MEANS OF EGRESS SHALL NOT BE PERMITTED
 THROUGH KITCHENS, CLOSETS, RESTROOMS AND
 SIMILAR AREAS NOR THROUGH ADJACENT
 TENANT SPACES.
  
 D) EXERCISE ROOM , DRINKING FOUNTAIN
 PROVIDE INFORMATION FOR PROTRUDING
 OBJECTS FAIR HOUS ANSI 117- 307.
  
 E) COMMUNITY ROOM- ASSEMBLY OCCUPANCY
 WITHOUT FIXED SEATING 7 NET= 72 OCC
 LOAD.TABLE 1003.1. REQUIRING 2 EXITS AS
 STATED IN 31C ABOVE SEE 1004.1.4.
  
 F) COMMUNITY ROOM KITHEN DOOR MISSING
 THE 18" CLEARENCE ON THE LATCH SIDE,
 FAIR HOUSING ANSI 117, 404.2.4.
  
 G) STAIR TOWER # 3 SEE A7.13 HANDRAIL
 EXTENSIONS,
 FAIRHOUSING ANSI 117- 505.10.2 TOP
 EXTENSIONS AT STAIRS AND 505.10.3
 BOTTOM EXTENSION AT STAIRS.
  
 32) IT APPEARS ON BOTH A4.51 & A4.61 THE
 BALCONY HAS BEEN DELETED? PROVIDE MORE
 DETAILS.
  
 33) SHEET A4.70
 A) A4.70 ROOF TOP STAIRWELL # 1 DOES NOT
 INDICATE WHERE THE DOORWAY IS OR
 IDENTIFY THE DOOR WITH AN ASSOCIATD
 NUMBER. SEE A9.02 FOE DOOR SCHEDULE?
  
 B)FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED, THE
 PLANS APPEAR TO HAVE SOME STRUCTURE
 AROUND THE PERIMETER OF THE ROOF 1.5'X6'
 WHAT IS THIS?
  
 C) PROVIDE THE ELEVATION THAT THE TRASH
 CHUTE TERMINATES?
  
 D) PLANS INDICATE THE USE OF SKYLIGHTS,
 PLEASE PROVIDE DETAILS, CURBS AND
 POS/NEG PRESSURES.
  
 E) PLEASE CLARIFY, BALCONIES ARE NOT
 IDENITFIED, BUT THE LEFT SIDE OF THE
 SHEET IT APPEARS THAT DOORS ARE SWINGING
  
 IN MID AIR? IT IS APPARENT AT COLUMN
 LINE J.1?
  
 34) A4.71 ALSO IS MISSING DOORS TO ENTER
  
 THE PUMP ROOMS & CHILLER COOLING TOWERS.
  
 35) A4.74 / A7.14ELEVATOR TOWER DETAIL
 DO NOT PROVIDE:
 A) 003.6.1 VENTS. HOISTWAYS OF ELEVA-
 TORS SERVING MORE THAN 3 FLOORS SHALL BE
 PROVIDED WITH MEANS OF VENTING SMOKE AND
 HOT GASES TO THE OUTER AIR IN CASE OF
 FIRE.
 B) 3003.6.2 VENTS SHALL BE LOCATED BELOW
 THE FLOOR OR FLOORS AT THE TOP OF THE
 HOISTWAY, AND SHALL BE EITHER DIR- ECTLY
 TO THE OUTER AIR OR THROUGH NON-
 COMBUSTIBLE DUCTS TO THE OUTER AIR.
 C) 3003.6.3 THE AREA OF THE VENTS SHALL
 BE NOT LESS THAN 3 SQ FT FOR EACH
 ELEVATOR CAR, WHICHEVER IS GREATER.
  
 D)3003.4.1 IN ALL STRUCTURES THAT ARE
 MORE THAN THREE STORIES HIGH OR IN
 WHICH THE VERTICAL DISTANCE BETWEEN THE
 BOTTOM TERMINAL LANDING AND THETOP
 TERMINAL LANDING EXCEEDS 25 FEET (7.6 M)
 MUST BE CONSTRUCTED TO CONTAIN AT LEAST
 ONE PASSENGER ELEVATOR THAT IS
 OPERATIONAL AND WILL ACCOMMODATE AN
 AMBULANCE STRETCHER 76 INCHES (1931 MM)
 LONG AND 24 INCHES (610 MM) WIDE IN THE
 HORIZONTAL POSITION. THIS ELEVATOR SHALL
 BE IDENTIFIED BY SIGNAGE.
  
 36) A4.77/ A4.26 CANOPY TO BE UNDER
 SEPERATE PERMIT, TYPE I BLDG.IF MATERIAL
 COVER TO BE FIRE RETARDANT TREATED.
  
 37) A7.09 HANDICAPPED ACCESS AISLE
 INDICATED ON SLOPED RAMP, ANSI 117 405.3
 CROSS SLOPES OF SIDEWALK ACCESS.
  
 38) A8.01 CAST EXTERIOR MOLDING DETAILS
 SHALL CONFORM TO:
  
 38A) 1404.1.1 ARCHITECTURAL TRIM ON
 BUILDINGS OF TYPE I, II AND IV
 CONSTRUCTION NOT MORE THAN THREE STORIES
 OR 40 FT (12.2 M) HIGH MAY BE OFTYPE
 VI CONSTRUCTION, AND MAY BE OF TYPE VI
 CONSTRUCTION ON ALL BUILDINGSOF TYPE
 III, V AND VI CONSTRUCTION.TRIM SHALL
 BE SECURED TO THE WALL WITH METAL OR
 OTHER APPROVED BRACKETS OR FASTENERS.
 WHEN ARCHITECTURALTRIM IS LOCATED
 ALONG THE TOP OF EXTERIOR WALLS, IT
 SHALL BE COMPLETELY BACKED BY THE
 EXTERIOR WALL AND SHALL NOT EXTEND OVER
 THE TOP OF EXTERIOR WALLS. PROVIDE
 COMPLIANCE.
  
 39) 1511.7 ROOF MOUNTED MECHANICAL UNITS
 SHALL BE MOUNTED ON CURBS RAISED A
 MINIMUM OF 8 INCHES ABOVE THE ROOF SUR-
 FACE, OR WHERE ROOFING MATERIALS EXTEND
 BENEATH THE UNIT, ON RAISED EQUIPMENT
 SUPPORTS PROVIDING A MINIMUM CLEARENCE
 HEIGHT IN ACCORDANCE WITH TABLE 1511.7.
 MECH. 301.13 WIND RESISTANCE MECHANICAL
 EQUIPMENT, APPLIANCES AND SUPPORTS THAT
 ARE EXPOSED TO WIND SHALL BE DESIGNED
 AND INSTALLED TO RESIST THE WIND
 PRESSURES ON THE EQUIPMENT & THE
 SUPPORTS AS DETERMINED IN ACCORDANCE
 WITH THE FL BLD CODE. THIS MAY BE ACCOMP
 LISHED BY DESIGN OR BY APPLICATION OF
 SECTION 301.13.1.
  
 40) 1606.1.4(1) IN WIND BORNE DEBRIS
 REGIONS, EXTERIOR GLAZING THAT RECEIVES
 POSITIVE PRESSURE IN BUILDINGS SHALL BE
 ASSUMED TO BE OPENINGS UNLESS SUCH
 GLAZING IS IMPACT RESISTANT OR PROTECTED
 WITH AN IMPACT RESISTANT COVERING MEET-
 ING THE REQUIREMENTS OF SSTD 12, ASTM
 E 1886 AND ASTM E 1996 OR MIAMI-DADE.
 1) GLAZED OPENINGS LOCATED WITHIN 30 FT
 OF GRADE SHALL MEET THE REQUIREMENTS OF
 LARGE MISSLE TEST.
 PRODUCT APPROVALS SUBMITTED WITH
 PERMIT APPLICATION AFTER OCTOBER 1, 2003
 ARE REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
 FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) WINDOWS FIXED OR OPERTABLE
 B) EXTERIOR DOOR/ GLAZED
 C) EXTERIOR DOORS SOLID
 D) MULLIONS
 E) SKYLIGHTS
 F) HANDRAILS
 G) ROOF ASSEMBLIES
  
 41)1707.4.5.1 MULLIONS OCCURRING BETWEEN
 INDIVIDUAL WINDOW AND GLASS
 DOOR ASSEMBLIES. TESTING REPORTS ARE
 REQUIRED BY AN APPROVED TESTING
 LABORATORY OR BE ENGINEERED.
  
 42) 1707.4.5.2 MULLIONS SHALL BE DESIGN-
 ED TO TRANSFER THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW OR DOOR ASSEMBLIES
 TO THE ROUGH OPENING SUBTRATE.
  
 43) S-7 IWIND LOAD SCHEDULE NOTE# 1
 INDICATES SHUTTERS MAY BE USED ON THIS
 PROJECT, PLEASE SEE THE BUILDING
 OFFICIALS INTERPRETATION FOR LARGE
 MISSLE IMPACT FOR LARGE PROJECTS SEE
 COMMENT # 14, ACOPY IS ATTACHED.
  
 44)BEFORE A PERMIT TO CONSTRUCT, MAY
 BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY. THE ACTUAL PERMIT
 SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2005-06-20 Cont ID  
Sent By dpalmer Date 2005-06-20 Time 13:42 Rev Time 12.00
Received By dpalmer Date 2005-06-17 Time 15:48 Sent To  
Notes
2005-06-20 00:00:00*********** UNSAT ***************
  
 1)NOTE: PLEASE SEE THERE ARE MANY PLACES
 LOCATED ON PLANS IN WHICH THE 1999 NEC
 IS REFERENCED. PLEASE KNOW, THE STATE OF
 FLORIDA ADOPTED 2002 NEC 7/1/03.
 PLEASE SEE THERE ARE PLACES WHERE 2000?
 NEC IS NOTED.
  
 2)NOTE: PLEASE SEE ALTERNATING CIRCUITS
 FOR EMERGENCY EGRESS LIGHTING IS
 PROVIDED FOR STAIRWELLS, HOWEVER COMMON
 AREAS, COMMON AREA CORRIDORS ARE NOT
 CIRCUITED THE SAME WAY?
 PLEASE SEE LS 101 7-8,7-9
  
 3)NOTE: PLEASE SEE ENTRY LT PROVIDED
 FROM UNITS TO COMMON AREA HALLS?
 PLEASE SEE 210.25 FOR CIRCUITS NOT
 PERMITTED IN COMMON AREAS. PLEASE
 UNDERSTAND A MEANS OF EGRESS CONTROL OR
 FIXTURE IS NOT REQUIRED UNDER 210.70.
  
 4)NOTE: PLEASE CLARIFY/ SHOW GFI WITHIN
 20' OF POOL. 680.22A3
  
 5)NOTE: PLEASE SEE 210.52C1-5
 PLEASE SEE PENINSULARS AND ANY ISLAND
 AREAS WHERE SEPARATED BY A SINK, STOVE
 ETC, REQUIRED AN ADDITIONAL RECEPT.
 PLEASE SEE SOME AREAS CIRCLED ON PLANS.
 C-1, A-1, B-1 ETC.
  
 6)NOTE: PLEASE SEE WRONG CODE ART.
 REFERENCED FOR GFI PROTECTION OF KITCHEN
 COUNTERSPACES. PLEASE SEE 210.8A6
 NOTE #15 ON UNIT SHEETS.
  
 7)NOTE: PLEASE SEE MISSING CONTROL FOR
 LT UNI9T G-3
  
 8)NOTE: PLEASE SEE MANY UNITS ARE SHOWN
 AS "LOFT UNITS", HOWEVER NO STAIRS
 SHOWN, NO LOFT AREA SHOWN OR SUBMITTED.
 PLEASE SEE ONLY SOME UNITS ALSO SHOW
 LOFT AREAS.
 215.5
  
 9)NOTE: PLEASE SEE MISSING RECEPTS PER
 210.52. PLEASE SEE 2',6',12' RULE.
 PLEASE SEE WALL AREAS BY STAIRS, LOFT
 AREA, RAILS ARE ALSO CONSIDERED TO BE
 WALL SPACE.
 PLEASE SEE ONE C-1 UNIT SHOW RECEPT IN
 "AIRSPACE" FROM LOFT AREA.
  
 10)NOTE: PLEASE SEE MISSING GFI W/IN 3'
 OF SINKS. 210.52D. PLEASE SEE IT IS NOT
 PERMITTED TO CROSS OVER SINK/LAV AREA TO
 SERVE OTHER SIDE.
  
 11)NOTE: PLEASE SEE ARC FAULT PROTECTION
 NOTED TO THE 1999 NEC. PLEASE ADJUST TO
 2002.
  
 12)NOTE: PLEASE SEE UNITS INDICATE
 "J-BOX" FOR ALL AREAS? PLEASE SEE
 210.70, LS101, A EGRESS LT FIXTURE OF
 SOME KIND SHALL BE INDICATED AND SHOWN
 FOR MIN EGRESS LIGHTING.
  
 13)NOTE: PLEASE CLARIFY #'S SHOWN IN
 BATH AREAS? #19, #20, #23 ETC?
  
 14)NOTE: PLEASE INCLUDE NOTE ON PLANS
 FOR FHAR ,24CFR 100.205. IT IS NOTED
 FOR CORRECT HEIGHTS.
  
 15)NOTE: PLEASE INCLUDE NOTE ON PLANS
 FOR METER ELECTRICAL RMS TO MEET 110.26.
 PLEASE PLACE THIS NOTE ON ROOM LAYOUT
 SHEET. E4.0
  
 16)NOTE: PLEASE SEE POSSIBLE MECHANICAL
 REVIEW NOTES PERTAINING TO BOOSTER FANS.
 THIS IS ONLY A "HEADS-UP NOTE FOR
 POSSIBLE MECH ISSUES.
  
 17)NOTE: PLEASE LABEL ALL MAINS ON RISER
 DIAGRAM. PLEASE SEE SIGNAGE SHOULD BE
 NOTED AND SHALL BE INSTALLED WITH A MIN
 OF 1" LETTERING ON A CONTRASTING BACK
 GROUND.
  
 18)NOTE: PLEASE INCLUDE EQUIPMENT
 GROUNDING CONDUCTORS FOR FEEDERS ETC ON
 RISER/ FEEDER SCHEDULE.
 PLEASE SEE GEN ETC.
  
 19)NOTE: PLEASE CLARFIY IF SEC'S TO ATS
 ARE LOCATED OVERHEAD OR UNDERGROUND.
 PLEASE SEE SEC'S ARE NOT PERMITTED TO BE
 OVER 8' WITH OUT OCP INSIDE BLDG.
 230.70
  
 20)NOTE: PLEASE VERIFY PANELS FOR UNITS
 SHOWN AS 42 POLES AND 30 POLES. PLEASE
 ALSO VERIFY PANELS SHOWN AS 30POLE AS
 225A. ALL PANELS ARE SHOWN AS 225A?
 215.5
  
 21)NOTE: PLEASE SEE ALL UNITS SHOW
 FEEDERS AS 1/0'S AND #1'S. PLEASE SEE
 EACH UNIT INDICATES 200A OCP ???
 PLEASE SEE SIZING OF FEEDERS PER 310.16
 #1 ONLY RATED FOR 130A'S AND 1/0'S FOR
 150A'S.
  
 22)NOTE: PLEASE NOTE: NO ALUM PERMITTED
 AS EQUIPMENT GROUNDING.
 PLEASE SEE NO ALUM PERMITTED SMALLER
 THAN #2. PER LOCAL AMENDMENTS.
 250.62, 310.2
  
 23)NOTE: PLEASE VERIFY FEED TO OAIU?
 THIS PANEL?OR "? COULD NOT BE LOCATED ON
 RISER OR PANEL SCHEDULE FOR THIS?
 215.5
  
 24)NOTE: PLEASE CLARFIY 230.95/ GFI
 PROTECTION FOR MDPE?
  
 25)NOTE: PLEASE CLARIFY IS EACH
 "SHUNT-TRIP MAINALSO CONTAIN A MANUAL
 MEANS OF DISCLOCATED ON THE OUTSIDE OF
 EQUIPMENT. 230.76,230.79
  
 26)NOTE: PLEASE SEE RISER, NOTES ETC
 DOES NOT INDICATE A BRKR OR OCP SIZE FOR
 FP FROM GENERATOR?
 215.5
  
 27)NOTE: PLEASE SUBMIT ALL MANUFACTURE
 SPEC/CUT SHEETS FOR FIRE PUMP. PLEASE
 SEE PLANS DO NOT SHOW SIZE OF FP, OCP
 SET FOR LOCKED ROTOR ETC PER 695.3B1
 PLEASE SEE FIRE PUMP DETAIL MENTIONS A
 BRKR AT GEN, HOWEVER NO INFORMATION WAS
 SUBMMITTED TO VERIFY.
 PLEASE ALSO SUBMIT ALL SPECS ON FIRE
 PUMP CONTROLLER. ALL MUST MEET ALL
 LISTINGS UNDER A NRTL, NFPA-20, NFPA-110
 NFPA-70.
 UNABLE TO VERIFY AT THIS TIME.
  
 28)NOTE: PLEASE SUBMIT ALL MANUFACTURE
 SPECS FOR GEN/ ATS / SUB-BASE FUEL TANK
 SHOWING ALL LISTINGS UNDER A NRTL.
 FUEL TANK SPECS SHALL BE REVIEWED BY
 FIRE AND MECH REVIEW.
  
  
 29)NOTE: PLEASE VERIFY BY NOTING ON
 PLANS WEATHER OR NOT GEN WILL OR WILL
 NOT BE A "SEPARATELY DERIVED" SYSTEM?
 PLEASE SEE MDPE IS SHOWN AS GFI?
  
  
 30)NOTE: PLEASE SEE FEED TO FIRE PUMP
 FROM GEN WILL BE REQUIRED TO BE
 INSTALLED IN 2" OF CONCRETE OR UNDER
 BLDG. PLEASE SEE PLANS ONLY INDICATE A
 1HR RATING?
 PLEASE SEE 695.6 A, B, 230.6
  
 31)NOTE:PLEASE SEE RISER DOES NOT
 INDICATE OCP FOR FIRE PUMP FROM GEN.
 PLEASE ALSO SEE OTHER NOTES.215.5
  
 32)NOTE: PLEASE CORRELATE LOAD CALCS ON
 METER CENTER LOAD SUMMARY WITH MAINS.
 215.5
  
 33)NOTE: PLEASE SEE FIRE ALARM RISER
 DOES NOT INCLUDE GEN/ FIRE PANEL AS
 SHOWN ONLOBBY PLANS.
 215.5
  
 34)NOTE: PLEASE SEE POOL SHALL BE UNDER
 A SEPARATE PERMIT.
 PLEASE INCLUDE EITHER A NOTE FOR "NO
 SWIMMING AFTER DUSK" OR PLEASE INCLUDE
 PHOTOMETRIC PLANS WHICH ARE TO BE
 SUBMITTED TO THE PALM BEACH COUNTY
 HEALTH DEPT FOR REVIEW AND STAMPING
 BEFORE RE-SUBMITTING FOR ELECTRICAL
 REVIEW.
  
 35)NOTE: PLEASE SEE GATES DETAILED ON
 701 WILL BE REQUIRED TO BE UNDER A
 SEPARATE PERMIT. PLEASE SEE CONDUITS MAY
 BE INSTALLED FOR THESE ONLY.
 GATE SPECS WILL BE NEED TO BE SUBMITTED
 WHEN SUBMITTING FOR PERMIT. LISTINGS PER
 NRTL, FAIL SAFE OPERATION ETC. MIN WIDTH
 PER FIRE DEPT.
  
 36)NOTE: PLEASE REMOVE ALL OLD/VOIDED
 SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO THREE COMPLETE SETS FOR
 REVIEW AND STAMPING. ONE SET OF ALL
 OLD/VOIDED SHEETS SHALL BE SUBMITTED FOR
 REFERENCE.
  
 PLEASE SEE ANY POSSIBLE COMMENTS FROM
 OTHER REVIEWER(S) WHICH MAY HAVE AN
 AFFECT ON ELECTRICAL PLANS.
  
 PLEASE SEE DUE TO PLANS AND SUBMITTALS
 NOT BEING COMPLETE AT THIS TIME, A
 COMPLETE REVIEW FOR CODE COMPLIANCECAN
 NOT BE DONE FOR ITEMS NOT SUBMITTED.
  
 PLEASE SEE MANY ITEMS AND LOCATIONS WERE
 REDLINED ON PLANS FOR AREAS OF COMMENTS.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICALPLAN REVIEW
 561-805-6717
 [email protected]
  
2005-06-14 00:00:00ONE SET OF ARCH AND MEP IN ELEC FOR
 REVIEW.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2005-06-01 Cont ID  
Sent By mamini Date 2005-06-01 Time 13:33 Rev Time 1.00
Received By mamini Date 2005-06-01 Time 13:33 Sent To  
Notes
2005-06-01 00:00:00FAILED:
  
 1. PLEASE NOTE THAT THE PROPOSED
 IMPROVEMENTS ALONG THE PROPERTY ON N.
 DIXIE HWY SHOULD BE PER LATEST FDOT
 PLANS FOR RECONSTRUCTION OF THIS ROAD,
 PLEASE COORDINATE.
 2. FOOTER AND AERIAL FACADE EASMENT
 AGREEMENT WITH THE CITY FOR THIS PROJECT
 MAY BE REQUIRED, PLEASE CONTACT P&Z
 DEPT. FOR SPECIFIC, 822-1435.
 3. PLEASE COORDINATE STREETSCAPING WITH
 FDOT PLAN FOR N. DIXIE HWY AND WITH
 ARCHITECTURAL FOR OTHER ROADWAYS.
 4. PLEASE VERIFY THE KEY MAP ON CIVIL
 PLANS.
 5. PLEASE VERIFY THE PROJECT TITLE WITH
 ARCHITECTURAL.
 6. PLEASENOTE THAT A BACKFLOW
 PREVENTER IN IRRIGATION AND DOMESTIC
 LINE IS REQUIRED.
 7. PLEASE SUBMIT CIVIL PLANS TO THE
 PUBLIC UTILITIES AND ENGINEERING FOR ALL
 THE CONNECTIONS TO THE CITY' SERVICES,
 NOTE THAT IT SHOULD BE APPROVED BY THEM
 PRIOR TO GETTING APPROVAL FROM THE
 CONSTRUCTION SERVICES DEPT.
 8. PLEASE SUBMIT CALCULATIONS FOR
 PERVIOUS,IMPERVIOUS, BUILDING AND TOTAL
 SITE AREA AND NO. OF UNITS IN THIS
 PROJECT.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2005-06-20 Cont ID  
Sent By mcarsill Date 2005-06-20 Time 12:50 Rev Time 0.00
Received By mcarsill Date 2005-06-20 Time 11:53 Sent To  
Notes
2005-06-20 00:00:001. WET FIRE HYDRANTS ARE REQUIRED
 PRIOR TO, DURING, AND AFTER
 CONSTRUCTION.
  
 2. A KNOX-BOX WILL BE REQUIRED.
  
 3. KNOX-BOX LOCKING CAPS WILL BE
 REQUIRED ON FIRE DEPARTMENT CONNECTION.
 (FDC)
  
 4. ON PAGE LS2.01 INDICATES A ONE
 HOUR FIRE SEPARATION FOR THE GARAGE
 RESIDENTIAL PORTION. A TWO HOUR FIRE
 SEPARATION WILL BE REQUIRED BETWEEN
 THE GARAGE AND RESIDENTIAL PORTION.
  
 5. SEVERAL DOORS APPEAR TO SWING TOO
 FAR INTO THE CORRIDORS ON THE LIFE
 SAFETY PLAN.
  
 6. PLEASE PROVIDE PRESCRIPTIVE STRENGTH
 REQUIREMENTS FOR ALL HANDRAILS AND
 GUARDRAILS.
  
 7. FIRE WALL RATINGS ON LIFE SAFETY
 PLANS ARE DIFFICULT TO READ IN SOME
 LOCALES.
  
 8. PLEASE VERIFY DOOR SWINGS FROM POOL
 DECK.
  
 9. PLEASE EXPLAIN STORAGE LOCKERS IN
 EXIT ACCESS CORRIDORS.
  
 10. PLEASE CLEARLY INDICATE EXIT
 DISCHARGE LOCATIONS AT THE GROUND
 LEVEL.
  
 11. SIGNS ARE REQUIRED IN STAIRWELLS
 INDICATING STAIR NUMBER, STAIR TERMINUS
 TOP AND BOTTOM, FLOOR NUMBER ETC.
  
 12. BUILDING WILL BE REQUIRED TO BE
 COMPLETELY FIRE SPRINKLER PROTECTED
 IN ACCORDANCE WITH FS 553.895 (2).
  
 13. THE REQUIRED FIRE ALARM SYSTEM
 SHALL BE MONITORED BY A LICENSED UL
 LISTED CENTRAL STATION APPROVED FOR
 CENTRAL STATION SERVICE.
  
 14. ELECTRIC POWERED SMOKE DETECTORS
 ARE REQUIRED ON EVERY LEVEL OF THE
 RESIDENTIAL PORTIONS.
  
 15. PLEASE PROVIDE DETAILS ON ELEVATOR
 LOBBY SEPARATION DOORS.
  
 16. STAIRS SHALL ILLUSTRATE STANDPIPE
 CONECTIONS ON EACH FLOOR.
  
 17. PLEASE PROVIDE MORE DETAILS FOR
 CANOPY SHOWN A4.26.
  
 18. HOW IS STAIR # 3 GOING TO BE
 IDENTIFIED AND ILLUMINATED TO DIRECT
 PERSONS TO IT.
  
 19. PLEASE INDICATE WHICH ELEVATOR
 IS STRETCHER ACCESSIBLE. HOW WILL IT
 BE IDENTIFIED.
  
 20. WARNING SIGNS REQUIRED AT ELEVATORS
 TO WARN PERSONS NOT TO USE THEM DURING
 FIRES.
  
 21. TACTILE SIGNAGE REQUIRED AT EXIT
 DOORS.
  
 22. TRASH CHUTE TO COMPLY WITH NFPA 82.
  
 23. WORK IS TO COMPLY WITH NFPA 241
 WHILE THE BUILDING IS UNDER
 CONSTRUCTION.
  
 24. STAIRS POSSIBLY SHOWN ON PAGE
 A4.76 WITHOUT HANDRAILS ON BOTH
 SIDES.
  
 25. SEPARATE PLANS AND PERMITS REQUIRED
 FOR FIRE SPRINKLER AND FIRE ALARM
 SYSTEM.
  
 26. STEPS NOTED ON PAGE A7.16. HANDRAILS
 PRESENT?
  
 27. DECORATIVE LIGHT FIXTURE ON PAGE
 A7.07 APPEARS OVER THE PROPERTY LINE.
  
 28. FIRE PROTECTION FOR COOLING TOWER
 TO COMPLY WITH NFPA 214.
  
 29. TEMPORARY STANDPIPES ARE REQUIRED
 WHEN THE BUILDING REACHES THREE STORIES
 OR THIRTY FEET IN HEIGHT.
  
 30. STAIRS ARE TO BE KEPT UP WITH
 CONSTRUCTION.
  
 31. EXIT SIGNS ON PAGE E2.01.1 ARE
 LEADING PERSONS INTO THE GARAGE. THIS
 DOES NOT APPEAR TO BE CORRECT.
  
 32. ARE THERE EMERGENCY LIGHTS IN
 COMMUNITY ROOM AND EXERCISE ROOMS.
  
 33. EXIT SIGN SHALL NOT EXCEED 100 FEET.
  
 34. THE FIRE DEPARTMENT CONECTION SHALL
 NOT EXCEED 150 FEET TO A FIRE HYDRANT.
  
 MIKE CARSILLO, FIRE MARSHAL
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2006-03-27 Cont ID  
Sent By adarroug Date 2006-03-27 Time 08:46 Rev Time 0.00
Received By adarroug Date 2006-03-27 Time 08:46 Sent To B
Notes
2006-03-27 00:00:00TO "JWITMER" DESK-CHANGE OF CONTRACTOR
Review Stop I INCOMING/PROCESSING
Rev No 1 Status   Date 2005-07-08 Cont ID  
Sent By pkrauss Date 2005-07-08 Time 16:22 Rev Time 0.00
Received By pkrauss Date 2005-05-24 Time 11:22 Sent To  
Notes
2005-05-24 00:00:00TO "COMM" BD#18/PLANS ON RACK/6 ROLLS
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2005-07-07 Cont ID  
Sent By pkrauss Date 2005-07-07 Time 06:44 Rev Time 6.00
Received By pkrauss Date 2005-07-06 Time 15:37 Sent To  
Notes
2005-07-07 00:00:00DENIED:
 1.PLAN SHEET A1.03 & A1.04 ARE MISSING
 FROM THE SUBMITTED PLANS.PLEASE
 PROVIDE ABBREVAIATION, DATA SHEET.
  
 2.PLAN SHEET M0.02, THE FAN SCHEDULE
 INDICATES EF-2, DRYER BOOSTER FANS.
 THIS APPLICATION WILL HAVE TO BE
 SUBMITTED TO THE BUILDING OFFICAL UNDER
 "ALTERNATE MATERIALS AND METHODS" AS
 SPECIFIED IN THE AMENDMENTS TO THE 2001
 FBC 103.7.1.PLEASE PROVIDE BOOSTER FAN
 SUBMITTAL AND A LETTER FROM THE ENGINEER
 OF THE DRYER MANUFACTURER INDICATING THE
 APPLICATION OF THE DRYER BOOSTER FAN
 WILL NOT VOID THE WARRANTY OF THE DRYER.
 PLEASE NOTE, SHOULD THE BOOSTER FAN
 FAIL, THE DRYER DUCT IS NO LONGER IN
 COMPLIANCE WITH 2001 FBC(M)504.6.
  
 3.PLAN SHEET M0.02, FAN SCHEDULE
 INDICATES THE GARAGE EXHAUST FANS WILL
 NOT BE INTERLOCKED TO THE EMERGENCY
 POWER.DURING A POWER OUTAGE HOW
 WILL THE GARAGE MAINTAIN THE REQUIREMENT
 OF 6 AIR CHANGES PER HOUR FOR EACH LEVEL
 PER 2001 FBC 411.4.
  
 4.PLAN SHEET M2.00.1 INDICATES
 NUMEROUS EXHAUST & AIR MAKE-UP INTO &
 FROM THE GARAGE.PLEASE EXPLAIN
 RATIONALE AS TO HOW THE AIR EXCHANGE
 WILL TAKE PLACE WHEN THE FANS IN THE
 GARAGE DO NOT RUN CONTINUOUSLY.
  
 5.PER 2001 FBC(M)501.3, EVERY
 MECHANICAL EXHAUST SHALL BE DISCHARGED
 OUTDOORS AT A POINT WHERE IT CANNOT BE
 DRAWN IN BY THE VENTILATING SYSTEM.
  
 6.PLAN SHEET M2.00.2, PLEASE CLARIFY
 THE ELEVATION OF THE EXHAUST FROM THE
 GENERATOR MUFFLER.PROVIDE DISTANCE TO
 THE PROPERTY LINE.EXHUAST SHALL NOT
 TERMINATE ONTO A WALKWAY 2001
 FBC(M)401.5.2.
  
 7.PLANS APPEAR TO INDICATE A "FREE
 RETURN" BACK TO THE AHU. THE DOOR
 INDICATES LOUVERED DOOR TO THE AHU
 CLOSET.PLEASE NOTE, THE DOOR TO THE
 AHU CLOSET SHALL COMPLY WITH 2001 FBC(M)
 602.2.1.
  
 8.PLEASE INDICATE LOCATION OF RETURN
 AIR I.E., BOTTOM OR SIDE OF THE AHU. PER
 2001 FBC(M)307.2.3, AUXILIARY DRAIN PAN
 WITH OVERFLOW PROTECTION REQUIRED.
  
 9.PLEASE PROVIDE OUTSIDE AIR
 CALCULATIONS FOR ALL AREAS, RESIDENTIAL
 AND COMMON IN ACCORDANCE WITH 2001
 FBC(M) CHAPTER 4.
  
 10. FAN SHUTDOWN WITH NOTIFICATION
 REQUIRED FOR SYTSEMS WITH THE DESIGN
 CAPACITY OF GREATER THAN 2,000 CFM PER
 2001 FBC(M)606.2.1.
  
 PLEASE NOTE, RESPONSE TO COMMENTS MAY
 GENERATE ADDITIONAL COMMENTS.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2005-07-01 Cont ID  
Sent By kstevens Date 2005-07-01 Time 08:44 Rev Time 14.50
Received By kstevens Date 2005-06-30 Time 18:39 Sent To  
Notes
2005-07-01 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 BUILDING
 FBC-2001 CHAPTER 1
 FBC-2001 CHAPTER 11
 FHA-98 DESIGN MANUAL
  
  
 1. SHT A-2.03 KITCHEN IN COMMUNITY ROOM
 TO BE ACCESSIBLE. PLEASE PROVIDE A
 DETAIL SHOWING COMPLIANCE WITH SECTION
 11-4.24 AND ALL SUBSECTIONS.
 2. SHTS A2.07, A4.70 THRU A4.77, P2.02.1
 AND P2.06 SUBMIT CALCULATIONS FOR
 PRIMARY AND SECONDARY ROOF DRAINS PER
 SECTIONS 1106, & 1107 AND ALL
 SUBSECTIONS. SHOW THE LOCATION OF ALL
 PRIMARY AND SECONDARY ROOF DRAINS AS
 WELL AS ANY SCUPPERS. SUBMIT A DETAIL
 FOR SCUPPERS IF USED INDICATING THE
 HEIGHT AND WIDTH. SHOW THE SQUARE
 FOOTAGE OF ALL AREAS WITH 1/2 AREA OF
 ALL VERTICAL WALLS INCLUDING PARAPETS,
 PLUS THE AREAS OF ALL ROOFS AREAS THAT
 DRAIN DOWN TO ROOF AREAS FROM ABOVE IN
 THE CALCULATIONS.
 3. SHTS A4.00 THRU A4.02, A4.20 THRU
 A4.25, AND A4.30 THRU A4.65 SHOW
 COMPLIANCE WITH FHA-98 DESIGN MANUAL
 REQUIREMENTS 1 THRU 7.
 4. SHT A4.25 MENS AND WOMENS TOILET
 ROOMS TO BE ACCESSIBLE. SHOW COMPLIANCE
 WITH SECTIONS 11-4.16, 11-4.18, 11-4.19,
 AND 11-4.22 AND ALL SUBSECTIONS.
 5. SHT A4.27 SUBMIT A DETAIL FOR THE
 DRINKING FOUNTAIN SHOWING COMPLIANCE
 WITH SECTION 11-4.15 AND ALL SUBSECTIONS
 AS WELL AS 11-4.1.3(10)(A) PROVISIONS
 FOR THOSE WHO HAVE DIFFICULTY BENDING OR
 STOOPING.
 6. SHT A9.08 ROOM FINISH SCHEDULE. MENS
 AND WOMENS TOILET ROOMS STATE, "SEE
 INTERIOR DESIGN DRAWINGS FOR LOCATION OF
 MATERIALS". THESE WERE NOT INDICATED ON
 THE DRAWING LIST. PLEASE INDICATE WHERE
 THE INTERIOR DESIGN DRAWINGS ARE
 LOCATED. SECTION 104.2.1.
 7. P2.00UG P&T LINE. THE DISCHARGE PIPE
 SHALL NOT HAVE ANY TRAPPED SECTIONS.
 SECTION 504.7.1
 8. SHT P2.00UG UNITS 103 AND 106 NO
 PIPING SHOWN TO RISERS (SANT. RELIEF,
 AND COND.) - IDENTIFY ALL SANITARY
 RISERS. SECTION 104.2.1.
 10. P2.001 STORM AND OVERFLOW RISERS AT
 COL. LINES A/3 & A/5 NOT SHOWN ON FLOOR
 PLAN. SECTION 104.2.1.
 11. SHT P200 SANT. PIPING DOES NOT
 REFLECT THE FLOOR PLAN. SECTION 104.2.1.
 12. SHT P2.01 PIPING SHOWN DOES NOT
 REFLECT THE FIXTURE LAYOUT. PLEASE
 CLARIFY. SECTION 104.2.1.
 13. SHT P2.05 DWV PIPING NOT SHOWN. SHOW
 PIPING TO REFLECT THE SANT. RISER
 DIAGRAMS. SECTIONS 104.2.1 & 104.3.1.1.
 14. SHT P2.05 FLOOR PLAN SHOWS OFFSET IN
 SANT. RISERS S/11 & S/16, (UNITS 611 AND
 609), THAT ARE NOT SHOWN ON THE SANT.
 RISER DIAGRAMS. PLEASE CLARIFY. SECTION
 104.2.1.
 15. SHT P3.01 WATER LINES (PP & CP ARE
 UNCLEAR AS TO THEIR INTENT IN THE
 CEILING. IS THE POOL/IRRIGATION WATER,
 LOFT WATER AND WR/11 ON PP OR CITY
 PRESSURE? THE WATER LINES ARE NOT
 SEPARATED FROM EACH OTHER FAR ENOUGH TO
 IDENTIFY WHICH LINE THE SUPPLY LINES ARE
 CONNECTED TO.
 16. SHT P3.02 ALL WATER ISOMETRICS,
 WATER HAMMER ARRESTORS ARE REQUIRED AT
 THE DISH WASHER, AND THE ICE MAKER IN
 THE REF. SECTION 604.9.
 17. SHT P3.05 DECK DRAINS SHOW 2000SF,
 BUT OVERFLOW DRAINS SHOW 1660SF. - ALSO
 DECK DRAINS SHOW 1270SF BUT OVERFLOW
 DRAINS SHOW 890SF. PLEASE CLARIFY.
 SECTION 1107 & TABLE 1106.3.
 18. SHT P3.05 UNABLE TO LOCATE ROOF
 DRAINS AND OVERFLOW DRAINS ON RISER WITH
 2505 SF ON THE 2ND FLOOR POOL DECK FLOOR
 PLAN. PLEASE INDICATE WHERE THESE DRAINS
 ARE LOCATED. SHTS P2.01.1 & P2.01
 INDICATE 3 RISERS. SHT P3.05 SHOWS 4
 RISERS. PLEASE CLARIFY. SECTION 104.2.1.
 19. SUBMIT A BUILDING STORM DRAIN
 ISOMETRIC FOR PRIMARY AND SECONDARY
 (OVERFLOW) SYSTEMS. SHOW ALL PIPE SIZES,
 LOCATION OF RISER CONNECTIONS, & SQUARE
 FOOTAGE AS IT ACCUMULATES IN THE SYSTEM.
 SECTION 104.3.1.1.
 20. SUBMIT A CONDENSATE BUILDING DRAIN
 ISOMETRIC, SHOWING ALL PIPE SIZES AND
 RISER CONNECTIONS. SECTION 104.3.1.1.
 21. SUBMIT AN EMERGENCY PAN DRAIN
 BUILDING DRAIN ISOMETRIC. SHOW ALL PIPE
 SIZES, AND RISER CONNECTIONS. INDICATE
 PIPING MATERIAL. SECTION 104.3.1.1.
 22. SHT C-2 IRRIGATION REQUIRES AN RPZ
 BACKFLOW. SECTION 608.13.2. - SEPARATE
 PLANS AND PERMIT REQUIRED FOR
 IRRIGATION.
 23. PLANS DO NOT APPEAR TO BE 100%
 COMPLETE AT THIS REVIEW. MORE COMMENTS
 MAY BE FORTHCOMING AFER PLANS ARE
 RESUBMITTED.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
  
  
Review Stop Z ZONING
Rev No 1 Status F Date 2005-06-06 Cont ID  
Sent By jlong Date 2005-06-06 Time 12:01 Rev Time 0.00
Received By jlong Date 2005-06-06 Time 12:01 Sent To  
Notes
2005-06-06 00:00:001. LOFT A-1 ON GROUND FLOOR DOES NOT
 MEET THE SITE VISIBILITY TRIANGLE
 STANDARD.THE GROUND FLOOR ENTRANCE
 MUST BE RECONFIGURED TO PROVIDE BETTER
 SITE VISIBILITY AT THE INTERSECTION.
  
 2. MANY OF THE PARKING SPACES IN THE
 GARAGE ARE NOT MEASURED CORRECTLY,
 MEASUREMENTS FOR WIDTH MUST BE TAKEN
 FROM SIDE OF SUPPORT BEAM AND LENGTH
 MEASUREMENTS MAY NOT OVER LAP WHEN
 PARKING SPACES FACE EACH OTHER.
  
 3. GENERATOR DOORS MAY NOT SWING OUT
 INTO MARKED PARKING SPACES.
  
 4. THE SITE PLANS STILL REFER TO RETAIL
 USES, THIS BUILDING IS A RESIDENTIAL
 ONLY PROJECT.
  
 5. MISSING PAGES A1.02, A1.03. A1.04.
  
 6. SITE DATA MUST BE PROVIDED FOR EACH
 INDIVIDUAL BUILDING, SMALL CAR PARKING
 NUMBERS NEED TO BE INCLUDED.
  
 7. STATE ON PLANS THAT APPLICANT WILL
 COMPLY WITH FUTURE CMUD STREETSCAPE
 PLAN.


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved