Plan Review Details - Permit 03030306
Plan Review Stops For Permit 03030306
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2003-05-28 Cont ID  
Sent By hpiskura Date 2003-05-28 Time 15:47 Rev Time 0.00
Received By hpiskura Date 2003-05-28 Time 14:44 Sent To  
Notes
2003-05-28 00:00:00PROVISOS ON PLAN.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2003-05-05 Cont ID  
Sent By hpiskura Date 2003-05-05 Time 08:55 Rev Time 0.00
Received By hpiskura Date 2003-05-02 Time 12:24 Sent To  
Notes
2003-05-05 00:00:00PLEASE PROVIDE CONNECTION DETAILS OR
 FASTENING METHODS FOR THE "CAST STONE"
 TRIM SHOWN IN VARIOUS PLACES ON THE
 PLANS.
 SEE FBC 104.2.
  
 SHOW THE OPENING PROTECTIVES FOR THE
 LOUVERS IN THE EAST EXTERIOR WALL
 ELEVATION.SEE FBC 705.1.1.2.
  
 SECTION 3, SHEET A4.2 SHOWS FOAM
 MOLDINGWHICH IS PROHIBITTED BY FBC
 102.2.7 AMENDED.
  
 PLEASE REVISE THE STRUCTURAL PLANS TO
 INCORPOATE THE SIX INCH BLOCK SPECIFIED
 ON SHEET A4.3.INCLUDE STRUCTURAL
 CALCLULATIONS. NOTE, THAT U906
 INCORPORATES PROPRIETARY BLOCK.
  
 SHOW THE METHOD OF FIRE PROTECTION FOR
 THE SECOND FLOOR STRUCTURE.FBC
 102.2.5.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-04-08 Cont ID  
Sent By hpiskura Date 2003-03-24 Time 10:23 Rev Time 0.00
Received By hpiskura Date 2003-03-24 Time 10:23 Sent To  
Notes
2003-03-24 00:00:00THE PROPERTY SURVEY IS NOT SIGNED AND
 SEALED.
  
 SHEET A1 SHOWS THE PROPOSED BUILDING ON
 A SINGLE LOT 45' WIDE, THE SURVEY
 INDICATES TWO LOTS, ONE WITH AN
 EXISTING STRUCTURE.IF THE PROPERTIES
 ARE TO BE SEPARATE THE EAST WALL OF THE
 PROPOSED BUILDING MUST COMPLY WITH
 TABLE 600 FOR A WALL 5' FROM THE COMMON
 PROPERTY LINE.TWO STORY TYPE IV
 BUILDINGS IN THE DESIGNATED FIRE
 DISTRICT ARE REQUIRED BY FBC F102.2.6
 TO HAVE TWO HOUR RATED EXTERIOR WALLS.
 FBC F102.2.5 REQUIRES TWO STORY TYPE IV
 CONSTRUCTION TO BE ONE HOUR PROTECTED.
 PLEASE REVISE AS NECESSARY.
  
 SECTION 3, SHEET A4.2 SHOWS FOAM
 MOLDING. ARCHITECTURAL TRIM MUST COMPLY
 WITH FBC 102.2.7 AND BE NON-COMBUSTILE
 OR FIRE RETARDANT.
  
 THE WINDOWS AND DOOR IN THE EAST WALL
 ARE REQUIRED TO BE FIRE RATED.SEE FBC
 705.1.1.2.
  
 SHEET A2.2 DOES NOT INDICATE EMERGENCY
 OVERFLOW ROOF SCUPPERS.SEE FBC
 1511.6.4.3.
  
 SHEET S3 REFERENCES SSTD 12-97.THE FBC
 INVOKES SSTD 12-99, PLEASE REVISE AS
 NECESSARY AND ENSURE COMPLIANCE.SEE
 FBC 3502.
  
 NOTE 1 A ON SHEET S3 CALLS OUT AN
 INTERNAL PRESSURE COEFFICENT OF 0.55,
 WHICH DOES NOT APPEAR TO BE REFLECTED
 IN THE DECLARED NET ROOF UPLIFY OF 25
 PSF.
  
 THE FIRST FLOOR MULTI-PURPOSE ROOM AND
 THE SECOND FLOOR CONFERENCE ROOM ARE A2
 SMALL ASSEMBLY (>50 PERSONS) NOT GROUP
 B OCCUPANCY.SEE FBC 304.1.1.
  
 THE SECOND FLOOR REQUIRES TWO
 INDEPENDENT MEANS OF EGRESS.SEE FBC
 1004.1.2.
  
 FBC 1019.7.2 REQUIRES THE EXIT DOORS TO
 HAVE PANIC HARDWARE.
  
 SHEET C1 SHOWS THE FF ELEVATION AT
 20.5'AND THE IMMEDIATE SURROUNDING
 AREAS AT 19.0' - 19.4'HOW IS HANDICAP
 ACCESSIBILITY AT THE ENTRANCES/EXITS
 ACCOMPLISHED?
Review Stop E ELECTRICAL
Rev No 5 Status F Date 2004-01-12 Cont ID  
Sent By dpalmer Date 2004-01-12 Time 10:11 Rev Time 0.25
Received By dpalmer Date 2004-01-12 Time 10:11 Sent To  
Notes
2004-01-12 00:00:00*********** UNSAT ***************
  
 1)NOTE: PLEASE PROVIDE ALL LICENSE #`S
 ON TITLE BLOCKS AS REQ'D UNDER FAC
 61G15-23.002
 PLEASE SEE FS 471.023
 PLEASE INCLUDE .
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
 PLEASE SUBMIT THE ABOVE FOR REVIEW. IF
 T
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2004-01-12 Cont ID  
Sent By jleahy Date 2004-01-12 Time 09:38 Rev Time 0.15
Received By jleahy Date 2004-01-12 Time 09:37 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2003-12-10 Cont ID  
Sent By dpalmer Date 2003-12-10 Time 14:17 Rev Time 0.50
Received By dpalmer Date 2003-12-10 Time 14:17 Sent To  
Notes
2003-12-10 00:00:00CA#CALLED, ON.
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2003-12-09 Cont ID  
Sent By dpalmer Date 2003-12-09 Time 06:52 Rev Time 0.50
Received By dpalmer Date 2003-12-09 Time 06:52 Sent To  
Notes
2003-12-09 00:00:00*************** UNSAT ****************
  
 1)NOTE: PLEASE INCLUDE ALL LICENSE #
 INFORMATION ON TITLE BLOCK AS REQ'D
 UNDER FS 471 AND FAC 61G15-23.002.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2003-05-06 Cont ID  
Sent By csiegber Date 2003-12-03 Time 13:40 Rev Time 0.50
Received By dpalmer Date 2003-05-06 Time 07:22 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2003-04-30 Cont ID  
Sent By mamini Date 2003-04-30 Time 09:39 Rev Time 1.00
Received By mamini Date 2003-04-30 Time 09:39 Sent To  
Notes
2003-04-30 00:00:00PASSED:
 1. POLLUTION/ EROSION PLAN MUST BE
 INSTALLED IN FIELD PRIOR TO ANY EARTH/
 CONSTRUCTION WORK.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2003-03-06 Cont ID  
Sent By mamini Date 2003-03-06 Time 11:13 Rev Time 2.00
Received By mamini Date 2003-03-06 Time 11:13 Sent To  
Notes
2003-03-06 00:00:00FAILED:
 1. CIVIL PLANS MUST BE SIGNED AND SEALED
 BY THE CIVIL ENGINEER OF THE RECORD.
 2. A CLEAN-OUT NEED TO BE INSTALLED IN
 THE SANITARY SEWER LATERAL, ON PROPERTY,
 IMMEDIATELY AFTER CONNECTION TO SANITARY
 SERVICE.
 3. PLEASE PROVIDE DRANAGE CALCULATION
 FOR OUR REVIEW AND APPROVAL, SUBMITTALS
 SHOULD INCLUDE CALCULATIONS FOR PERVIOUS
 AND IMPERVIOUS FOR TOTAL SITE AND ALSO
 THE TOTAL SITE AREA.
 4. DRIVEWAY APPROACHES MUS BE
 CONSTRUCTED PER CITY' STANDARD AND
 REQUIRMENTS.
 5.BACKFLOW PREVENTERS MUST BE COMPLETELY
 HIDDEN FROM VIEW WITH SHRUBS PRIOR TO
 ACTIVATION.
 6. SHEET C 1 SHOWS 5'X 4' EXFILTRATIONS
 TRANCH, DETAIL ON SHEET C 2 SHOWS
 32'-8"3/16 X 19'-7"11/16 PLEASE VERIFY.
 7. TYPE C INLET SHOULD BE DETAILED PER
 CITY' OR DOT STANDARD, PLEASE VERIFY THE
 DIMENSIONS.
 8. CONCRETE SIDEWALK DETAILS SHOULD BE
 REVISED TO FDOT STANDARD.
 9.COLORS OF PAINTS FOR PARKING STALLS
 ARE NOT PER STANDARD, THEY SHOULD BE PER
 CITY'S STANDARD OR PER FLORIDA
 ACCESSIBILITY CODE.
 10. COMPACTED THICKNESSES FOR THE
 PROPOSED PAVEMENT WITH BASE AND SUB-BASE
 FOR THE PARKING AREA MUST BE SPECIFIED.
 IF ANY QUESTION PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2003-05-09 Cont ID  
Sent By mcarsill Date 2003-05-09 Time 15:53 Rev Time 0.00
Received By mcarsill Date 2003-05-09 Time 15:53 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2003-03-06 Cont ID  
Sent By mcarsill Date 2003-03-06 Time 14:35 Rev Time 0.00
Received By mcarsill Date 2003-03-06 Time 14:35 Sent To  
Notes
2003-03-06 00:00:001) PLEASE BE ADVISED THAT THE BUILDING
 IS LOCATED IN THE CITY FIRE LIMITS.
 CERTAIN RESTRICTIONS APPLY. PLEASE
 SEE APPENDIX F OF THE LOCAL AMENDMENTS
 TO THE FLORIDA BUILDING CODE.
  
 2) BUILDING ADDRESS REQUIRED ON PROPER
 ELEVATION.
  
 3) PLEASE INDICATE INTERIOR FINISH
 FOR WALLS AND CEILINGS.
  
 4) SEPARATE PLANS AND PERMITS REQUIRED
 FOR THE FIRE ALARM SYSTEM.
  
 5) ALL MECHANICAL,ELECTRICAL,AND STORAGE
 ROOMS SHALL BE AT LEAST ONE HOUR
 FIRE RATED. OPENINGS IN THESE WALLS
 SHALL HAVE RATED FIRE DOORS.
  
 6) ELEVATOR WARNING SIGNS REQUIRED.
  
 7) TACTILE SIGNAGE REQUIRED DOORS
 ENTERING A STAIRWELL.
  
 8) MORE DETAILS REQUIRED ON EGRESS DOOR
 PLANNED FOR THE FOLDING PARTITION.
  
 9) PLEASE INDICATE HOW EXITING OCCURS
 FROM DOOR 110. PLANS SEEM TO SUGGEST
 A 4' HIGH OPAQUE WOOD FENCE.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 659-8096,EXT.8497
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2003-12-16 Cont ID  
Sent By csiegber Date 2003-12-16 Time 09:34 Rev Time 0.00
Received By csiegber Date 2003-12-16 Time 09:34 Sent To M
Notes
2003-12-16 00:00:00TO PK BOX/REV
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2003-12-12 Cont ID  
Sent By csiegber Date 2003-12-12 Time 14:44 Rev Time 0.00
Received By csiegber Date 2003-12-12 Time 14:44 Sent To Z
Notes
2003-12-12 00:00:00LANDSCAPING
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-12-03 Cont ID  
Sent By csiegber Date 2003-12-03 Time 13:40 Rev Time 0.00
Received By csiegber Date 2003-12-03 Time 13:40 Sent To E
Notes
2003-12-03 00:00:00TO DP DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-05-28 Cont ID  
Sent By shernand Date 2003-05-28 Time 09:08 Rev Time 0.00
Received By shernand Date 2003-05-28 Time 09:08 Sent To  
Notes
2003-05-28 00:00:00COMM BOARD #29
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-04-29 Cont ID  
Sent By shernand Date 2003-04-29 Time 16:30 Rev Time 0.00
Received By shernand Date 2003-04-29 Time 16:30 Sent To  
Notes
2003-04-29 00:00:00COMM BOARD #3
Review Stop L LANDSCAPING
Rev No 1 Status P Date 2003-12-17 Cont ID  
Sent By mmclean Date 2003-12-17 Time 12:27 Rev Time 0.00
Received By mmclean Date 2003-12-17 Time 12:27 Sent To  
Notes
2003-12-17 00:00:00OK PER ANTHEA URBAN DESIGN MM
Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2004-01-12 Cont ID  
Sent By hmoser Date 2004-01-12 Time 15:06 Rev Time 0.50
Received By hmoser Date 2004-01-12 Time 15:06 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2003-12-18 Cont ID  
Sent By pkrauss Date 2003-12-18 Time 14:45 Rev Time 0.35
Received By pkrauss Date 2003-12-18 Time 14:45 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2003-05-28 Cont ID  
Sent By csiegber Date 2003-12-16 Time 09:34 Rev Time 0.25
Received By pkrauss Date 2003-05-28 Time 13:27 Sent To  
Notes
2003-05-28 00:00:00PLANS APPROVED 5-7-03 PHK
Review Stop M MECHANICAL (A/C)
Rev No 2 Status N Date 2003-05-06 Cont ID  
Sent By pkrauss Date 2003-05-06 Time 16:32 Rev Time 0.40
Received By pkrauss Date 2003-05-06 Time 16:30 Sent To  
Notes
2003-05-06 00:00:00RESPONSE COMMENTS FROM REG CORRECT MECH
 RM DOES NOT HAVE A RATING, BUT THE
 MACHINE RM # 108 IS RATED.NO FIRE
 DAMPER SHOWN ON DUCT PENETRATING MACHINE
 RM WALL (SEE M1).
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2003-03-07 Cont ID  
Sent By pkrauss Date 2003-03-06 Time 15:48 Rev Time 0.55
Received By pkrauss Date 2003-03-06 Time 15:44 Sent To  
Notes
2003-03-06 00:00:00CALLED MR GONZALEZ (REG), 3/6/03 -
 UL ASSEMBLY FOR THE WALL RELECTED ON
 PLAN SHEET A2.1 & A4.3 DETAIL #8,
 PLAN DOES NOT REFLECT THE RATING ENDING
 AT THE CEILING.PLAN SHEET A2.3 SHOWS
 THE MECHANICAL RM CEILING AS FIRE RATED
Review Stop P PLUMBING
Rev No 4 Status F Date 2004-01-12 Cont ID  
Sent By kstevens Date 2004-01-12 Time 10:36 Rev Time 0.33
Received By kstevens Date 2004-01-12 Time 10:36 Sent To  
Notes
2004-01-12 00:00:00DENIED
 REFERENCE: FLA. ADMIN. CODE
 FLA. STATUTES
  
 ENGINEERS SHALL LEGIBLY INDICATE THEIR
 NAME, ADDRESS, AND LICENSE NUMBER ON
 EACH SHEET. IF PRACTICING THROUGH A DULY
 AUTHORIZED ENGINEERING BUSINESS, ENGIN-
 EERS SHALL LEGIBLY INDICATE THEIR NAME
 AND LICENSE NUMBER, AS WELL AS, THE NAME
 ADDRESS, AND CERTIFICATE OF AUTHORIZAT-
 ION NUMBER OF THE ENGINEERING BUSINESS
 ON EACH SHEET. FAC 61G15-23.002(2) &
 FS 471.025
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 3 Status P Date 2003-05-28 Cont ID  
Sent By kstevens Date 2003-05-28 Time 15:49 Rev Time 0.75
Received By kstevens Date 2003-05-28 Time 15:49 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2003-05-15 Cont ID  
Sent By kstevens Date 2003-05-15 Time 14:20 Rev Time 2.50
Received By kstevens Date 2003-05-15 Time 14:20 Sent To  
Notes
2003-05-15 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 11
 FBC-2001 BUILDING
 WPB CITY CODE
  
 1) DO ROOF DRAIN CALCULATIONS INCLUDE
 1/2 AREA OF ALL VERTICAL WALLS AND ALL
 THE AREA OF THE ROOF THAT DRAINS ON TO
 THE ROOF FROM ABOVE? THIS INFORMATION IS
 NOT SHOWN AS REQUESTED.
 2) SHT A2.2 PROVIDE A DETAIL FOR THE
 SCUPPERS THAT COMPLY WITH SEC 1503.4.2
 2" MIN AND 4" MAX ABOVE ROOF TO FLOW
 LINE OF SCUPPER.
 3) SHT P-2 CONDENSATE SHALL NOT DRAIN IN
 TO SANITARY. CONDENSATE SHALL DRAIN TO
 THE EXTERIOR OF THE BLDG SEPARATELY AND
 SHALL TIE INTO THE STORM, A CATCH BASIN,
 OR DRYWELL MINIMUM OF 12" FROM THE BLDG.
 SECTION 1503.4.4. PLEASE PROVIDE DETAIL.
 -RESPONSE NOTED - CITY CODE SEC 90-125
 PROHIBITS CONDENSATE IN SANITARY SYSTEM.
 4) THE 5' TURNING RADIUS SHALL BE UN-
 OBSTRUCTED - THE DOOR SHALL NOT OPEN IN-
 TO THE TURNING RADIUS. SECTION 11-4.2.3
 THE SPACE FOR A WHEELCHAIR TO MAKE A 180
 DEGREE TURN IS A CLEAR SPACE OF 60"
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
 (561) 805-6721
 FAX (561) 653-2692
Review Stop P PLUMBING
Rev No 1 Status F Date 2003-03-26 Cont ID  
Sent By kstevens Date 2003-03-26 Time 08:54 Rev Time 0.00
Received By kstevens Date 2003-03-26 Time 08:54 Sent To  
Notes
2003-03-26 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 11
  
 1) PLEASE PROVIDE CALCULATIONS FOR MINI-
 MUM FACILITIES. CONFERENCE ROOM AND MUL-
 TI PURPOSE ROOM APPEAR TO B ASSEMBLY
 WITHOUT FIXED SEATING, AND SHALL BE 7
 NET PER TABLE 1003.1 FBC-2001
 - AREA, NET FLOOR. THE AREA ACTUALLY
 OCCUPIED NOT INCLUDING ACCESSORY UN-
 OCCUPIED AREAS SUCH AS CORRIDORS, STAIRS
 CLOSETS, THICKNESS OF WALLS, COLUMNS,
 TOILET ROOM, MECHANICAL AREA OR OTHER
 FEATURES. -
 2) TABLE 403.1 A DRINKING FOUNTAIN IS
 REQUIRED. ALSO SEE SECTION 410.1
 3) SHT A2.1 GROUND FLOOR PLAN AND DETAIL
 #3, THE DOOR SHALL NOT OPEN INTO THE
 5' UNOBSTRUCTED TURNING CIRCLE.
 4) SHT A2.1 DETAIL #3 PLEASE SHOW CENTER
 OF W/C OFF WALL TO BE 1'6"
 5) SHT A2.2 PLEASE PROVIDE CALCULATIONS
 FOR PRIMARY AND SECONDARY ROOF DRAIN PER
 SECTIONS 1106 & 1107. SHOW 1/2 AREA OF
 ALL VERTICAL WALLS INCLUDING PARAPETS.
 SHOW AREA OF ALL ROOF AREA THAT DRAINS
 ON TO ROOF FROM ABOVE. - SCUPPER DETAIL
 DOES NOT SHOW SIZE. PROVIDE HEIGHT AND
 WIDTH. IF PRIMARY AND SECONDARY (SCUPPER
 ARE DRAINING THROUGH THE SAME OPENING,
 THEN THE OPENING PROVIDED SHALL BE LARGE
 ENOUGH TO DRAIN THE AREA OF EACH. SHOW
 SQUARE FOOTAGE DRAINED BY EACH OPENING.
 INDICATE WHERE DOWNSPOUTS TERMINATE.
 6) SHT P1 SECTION 606.2 SHUTOFF VALVES
 SHALL BE INSTALLED ON THE WATER SUPPLY
 PIPE TO EACH SILLCOCK.
 7) SHT P2 CONDENSATE SHALL NOT DRAIN IN-
 TO SANITARY. CONDENSATE SHALL DRAIN TO
 THE EXTERIOR OF THE BLDG SEPARATELY AND
 SHALL TIE INTO STORM, A CATCH BASIN, OR
 DRYWELL, MINIMUM OF 12 FROM BLDG. PER
 SECTION 1503.4.4 FBC-2001 PLEASE PROVIDE
 DETAIL.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop Z ZONING
Rev No 1 Status P Date 2003-06-03 Cont ID  
Sent By csiegber Date 2003-12-12 Time 14:44 Rev Time 0.00
Received By sgraham Date   Time   Sent To  
Notes
2003-06-03 00:00:00APPROVED WITH A PROVISO:
 1. NORTHSIDE- NO LANDSCAPING BUFFER ON
 CITY PROPERTY. PROVIDE PAVING TO MATCH S
 /W AND SHADE TREE.
 2. WESTSIDE- IN FRONT OF BLDG REDUCE
 LANDSCAPEBUFFER TO 5' AND EXTEND S/W
 3' TO PROVIDE 8' OF PAVEMENT
 3. LANDSCAPE BUFFERS IN FRONT OF PARKING
 SHALL CONTAIN 3.6 MIN HEDGE WITH SHADE
 TREES, ON BOTH EAST & WEST SIDE


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