Plan Review Details - Permit 15090433
Plan Review Stops For Permit 15090433
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2015-12-28 Cont ID  
Sent By jwitmer Date 2015-12-28 Time 11:07 Rev Time 0.00
Received By jwitmer Date 2015-12-28 Time 10:31 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2015-11-25 Cont ID  
Sent By jwitmer Date 2015-11-25 Time 16:15 Rev Time 0.00
Received By jwitmer Date 2015-11-25 Time 15:24 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-09-29 Cont ID  
Sent By jwitmer Date 2015-09-29 Time 11:05 Rev Time  
Received By jwitmer Date 2015-09-29 Time 07:31 Sent To  
Notes
2015-09-29 08:18:10BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15090433
 ADD: 1987 PALM BEACH LAKES
 CONT: DOUGLAS M. PISARSKI, INC.
 TEL: (561)662-3818
 E-MAIL:[email protected]
  
 2014 FLORIDA BUILDING CODE W 2010 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: TUES. SEPT. 29/2015
 ACTION: DENIED
  
 1) SHEET A1 AND A4.1 DETAIL # 6 SHOWS A RE-CONFIGURED
 EXTERIOR DOOR OPENING. THE DETAIL SHOWS A NEW LINTEL
 AND DETAILING HOW TO ANCHOR THE NEW # 5 REBAR TO THE
 FOUNDATION BUT THERE IS NO INFORMATION AS TO HOW THE
 REBAR IS TO BE ATTACHED TO THE BEAM ABOVE. NOTE THE
 FILLED CELLS AND REBAR AREPART OF THE MAINWIND FORCE
 RESISTING SYSTEM. PLEASE PROVIDE ADDITIONAL
 INFORMATION. 107.2.1.3.
  
 2) SHEET FP-1 INDICATES 2 MEANS OF EGRESS ARE REQUIRED
 AND 2 MEANS OF EGRESS ARE PROVIDED. NOTE THE 2014 FBC-B
 TABLE 1014.3 COMMON PATH OF TRAVEL FOR A
 NON-SPRINKLERED BUSINESS OCCUPANCY WITH A OCCUPANT LOAD
 OF 30 OR LESS THE COMMON PATH OF TRAVEL IS 100 FT. FROM
 THE FURTHEST POINT IN THE TENANT SPACE IT IS ONLY 70
 FEET. THE 2ND MEANS OF EGRESS IS THROUGH TREATMENT ROOM
 NUMBER 3. THE MINIMUM CLEAR EGRESS WIDTH IS 36 INCHES
 SEE TABLE 1018.2. IT APPEARS THERE IS 36 INCHES FROM
 THE PATIENT CHAIR TO THE WALL BUT THERE MAYBE AN
 OBSTRUCTION WITH AN X-RAY MACHINE HUNG FROM THE WALL.
 2014 FBC-B 1005 MEANS OF EGRESS SIZING SECTION 1005.7.3
 PROTRUDING OBJECTS SHALL COMPLY WITH APPLICABLE
 REQUIREMENTS OF SECTION 1003.3.
 1003.3.3 HORIZONTAL PROJECTIONS. STRUCTURAL ELEMENTS,
 FIXTURES, OR FURNISHINGS SHALL NOT PROJECT HORIZONTALLY
 FROM EITHER SIDE MORE THAN 4 INCHES OVER ANY WALKING
 SURFACE BETWEEN 27 INCHES AND 80 INCHES ABOVE THE
 WALKING SURFACE.
  
 3) THE SUBMITTED WINDOW PRODUCT APPROVAL A MIAMI-DADE
 NOA ES WINDOWS NOA # 14-0923.09 IS SMALL MISSILE TESTED
 AND WILL REQUIRE STORM SHUTTERS. 2014 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING.
  
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(E) SHUTTERS
  
 4) PLEASE PROVIDE THE ADDITIONAL INFORMATION WITH THE
 STORM SHUTTER PRODUCT APPRROVAL. STORM SHUTTERS PROVIDE
 STORM PANEL INFORMATION WITH INSTALLATION SCHEDULE AND
 KEY PLAN WITH SPECIFIC ANCHORS AND MOUNTING TO BE USED
 FOR ALL NON-IMPACT GLAZING. FBC 1609.1.2.
  
 FL BLD CODE 2010 SECTION 107.2.1.3,1609.1.2, 1715.8 &
 EXIST BUILD CODE 606.4 PROCEDURES: A COMPLETE
 INSTALLATION SCHEDULE SUMMARIZING & IDENTIFYING OPENING
 SIZES, STORY HEIGHTS, UNIT MARK NUMBERS, UNIT
 SPANS/WIDTHS, UNIT STORM BAR REINFORCING REQUIREMENTS,
 WALL PRESSURE ZONES, SLAT TYPES, ETC., SHALL BE
 SUBMITTED AT TIME OF PERMIT APPLICATION TO FACILITATE
 PLAN REVIEW AND PERMIT ISSUANCE.
  
 5) THE ABOVE STATE WINDOW NOA 14-0923.09 DOES NOT
 INCLUDE ANY MULLION INFORMATION WITHIN THE DOCUMENT
 WINDOW TYPES A, B, AND C WILL REQUIRE A MULLION TO JOIN
 THE THE TOGETHER. 2014 FBC-B 1609.1.2 PROTECTION OF
 OPENINGS, 1609.6.4.4.1 COMPONENTS & CLADDING.FLORIDA
 DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010
 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS
 THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(B) WINDOWS, MULLIONS
  
 6) SHEET A4-1 THE DOR SCHEDULE INDICATES DOOR
 IDENTIFIED AS E3 REQUIRING NOA 12-0223.32 NOT SUBMITTED
 WITH THIS REVIEW. 2014 FBC-B 1609.1.2 PROTECTION OF
 OPENINGS, 1609.6.4.4.1 COMPONENTS & CLADDING.FLORIDA
 DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010
 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS
 THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
  
 7) SHEET A-4.1 INDICATES THE ULTIMATE WIND SPEED AS 170
 VULT AND EQUAL TO 130 VASD. PLEASE NOTE THE THE 170
 VULT IS EQUAL TO 132 VASD. PLEASE UPDATE CORRECTIONS.
 SEE 2014 FBC-B TABLE 1609.3.1 WIND SPEED CONVERSION.
  
 8) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2015-11-03 Cont ID  
Sent By dharvey Date 2015-11-03 Time 15:30 Rev Time 0.00
Received By dharvey Date 2015-11-03 Time 14:59 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2015-11-30 Cont ID  
Sent By scaldero Date 2015-11-30 Time 16:06 Rev Time 0.00
Received By scaldero Date 2015-11-30 Time 16:06 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2015-09-23 Cont ID  
Sent By scaldero Date 2015-09-23 Time 15:11 Rev Time 0.00
Received By scaldero Date 2015-09-23 Time 15:07 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2015-12-28 Cont ID  
Sent By   Date 2015-12-28 Time   Rev Time 0.00
Received By lmarchan Date 2015-12-17 Time 10:59 Sent To  
Notes
2015-12-18 10:59:28B36 (ONE NEW BLDG SHEET)
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-12-04 Cont ID  
Sent By ccole Date 2015-12-04 Time 12:28 Rev Time 0.00
Received By ccole Date 2015-11-23 Time 09:54 Sent To  
Notes
2015-11-24 09:54:39B36
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-11-03 Cont ID  
Sent By lmarchan Date 2015-11-03 Time 15:39 Rev Time 0.00
Received By lmarchan Date 2015-09-11 Time 14:44 Sent To  
Notes
2015-09-11 14:44:11B36
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2015-12-21 Cont ID  
Sent By ccole Date 2015-12-21 Time 16:49 Rev Time 0.00
Received By ccole Date 2015-12-21 Time 15:54 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2015-12-04 Cont ID  
Sent By ccole Date 2015-12-04 Time 12:12 Rev Time 0.00
Received By ccole Date 2015-12-04 Time 07:44 Sent To  
Notes
2015-12-04 12:28:012ND REVIEW 2014 MECHANICAL
 PERMIT #15090433
 12/4/15
  
 1) THE SUBMITTED RESPONSE NARRATIVE TO COMMENT #4 FROM
 THE 1ST REVIEW IS REFERRING TO DETAIL 14 ON SHEET M-2
 FOR WIND LOAD DESIGN FOR TIE DOWN OF THE AC CONDENSERS.
 I HAVE REVIEWED DETAIL 14, AND ALTHOUGH THE DESIGN
 CRITERIA IS NOTED, THE ACTUAL DRAWING DOES NOT INDICATE
 HOW THE STAND IS TO BE ATTACHED TO THE STRUCTURE OR THE
 CONDENSER TO THE STAND. ON SHEET M-2 THERE ARE TWO
 ADDITIONAL TIE-DOWN DETAILS- 9/M-2 AND 10/M-2 WHICH DO
 NOT CORRELATE WITH 14/M-2. PLEASE NOTE THAT YOU HAVE
 ALSO SUBMITTED AND NOA FOR A ROOF STAND. PLEASE PROVIDE
 ONE CLEAR CODE-COMPLIANT METHOD AND REMOVE THE OTHERS
 FROM THE PLANS.
 2) PLEASE PLACE A NOTE INDICATING THE EXHAUST
 TERMINATIONS AT THE REAR OF THE BUILDING WILL BE
 LOCATED MINIMUM 10' ABOVE THE ADJOINING GRADE- SECTION
 501.3.1 ITEM #2 FBC-14 MECHANICAL.
 3) THE RESPONSE NARRATIVE TO COMMENT #7 INDICATES THE
 REQUESTED LOUVER NOA IS ATTACHED TO THE COMMENTS,
 HOWEVER IT HAS NOT BEEN SUBMITTED- PLEASE PROVIDE.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2015-09-22 Cont ID  
Sent By ccole Date 2015-09-22 Time 12:41 Rev Time 0.00
Received By ccole Date 2015-09-22 Time 12:41 Sent To  
Notes
2015-09-22 14:05:321ST REVIEW: FBC 2014 MECHANICAL
 PERMIT #15090433
 9/22/15
  
 1) SHEET M-1 & M-2: DUCT SMOKE DETECTORS WHERE REQUIRED
 SHALL BE INSTALLED IN RETURN AIR SYSTEMS- SEE SECTION
 606.2.1 FBC-14 MECHANICAL.
 2) M-1: REFER TO SECTION 601.2: AIR MOVEMENT IN EGRESS
 ELEMENTS. CORRIDORS SHALL NOT SERVE AS SUPPLY, RETURN,
 EXHAUST, RELIEF OR VENTILATION AIR DUCTS. PLEASE
 PROVIDE DUCTED RETURNS.
 3) THE OUTDOOR AIR AND EXHAUST SYSTEMS SHALL HAVE
 MOTORIZED DAMPERS THAT AUTOMATICALLY SHUT WHEN NOT IN
 USE- REFER TO SECTION C403.2.4.4 FBC-14 ENERGY
 CONSERVATION. SEE ALSO PAGE 10 OF THE SUBMITTED FLORIDA
 ENERGYGAUGE FORM 506-2014 (MANDATORY REQUIREMENTS AS
 APPLICABLE).
 4) M-2: PROVIDE THE WIND LOAD DESIGN CRITERIA FOR
 INSTALLATION OF THE CONDENSERS- SEE SECTION 301.15
 FBC-14 MECHANICAL.
 5) M-2: THE DIFFUSER RUN OUT DETAIL 2/M-2 INDICATES
 FLEX DUCT HANGER SPACING OF 6' O.C., HOWEVER 5' O.C
 SPACING IS THE MAXIMUM SPAN PER FIGURE 3-10 SMACNA HVAC
 DUCT CONSTRUCTION STANDARDS- PLEASE CORRECT THE DETAIL.
 6) THE AC SYSTEMS ARE OVERSIZED ACCORDING TO THE
 SUBMITTED CALCULATIONS WHICH INDICATE A COOLING LOAD OF
 24243 BTUH FOR AC-1, AND 32168 FOR AC-2. PLEASE NOTE
 THAT THE AC SCHEDULE ON M-1 DOES NOT LIST COOLING
 CAPACITIES BUT THE TRANE MODEL NUMBERS INDICATE AC-1 IS
 A 36,000 BTU SYSTEM, AND AC-2 IS A 40,000 BTU SYSTEM
 REFER TO SECTION C403.2.2 FBC-14 ENERGY CONSERVATION.
 7) REFER TO PAGE 4 OF ENERGY FORM 506-2014. PLEASE
 CLARIFY WHY THERE IS NO BASELINE VALUE FOR HEAT LISTED
 - THE AC CALCULATIONS INDICATE HEAT LOSS, AND THE
 SCHEDULES INDICATES 5KW HEATERS TO BE INSTALLED.
 8) PROVIDE TWO COPIES OF FL. PRODUCT APPROVALS OR
 MIAMI-DADE NOA'S FOR THE EXHAUST AND AIR INTAKE
 LOUVERS- DEPT. OF COMMUNITY AFFAIRS & FAC RULE 9N-3.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2015-12-22 Cont ID  
Sent By tklarge Date 2015-12-22 Time 03:26 Rev Time 0.00
Received By tklarge Date 2015-12-22 Time 02:02 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2015-12-03 Cont ID  
Sent By tklarge Date 2015-12-03 Time 11:37 Rev Time 0.00
Received By tklarge Date 2015-12-01 Time 11:58 Sent To  
Notes
2015-12-03 11:37:241) SHT. A-3 - DETAIL #12 - A MINIMUM OF 8 INCHES DEEP
 AT 27 INCHES ABOVE THE FINISH FLOOR IS REQUIRED UNDER
 THE LAVATORY IN ACCORDANCE WITH THE 2014
 FBC-ACCESSIBILITY SEC.306.3.3. ALSO, SEE FIGURE 306.3
 (A).
 2) SHT.P2-1 - THE DRY VACUUM DETAIL SHOWS A 2 INCH CPVC
 VENT FOR THE VACUUM PUMP AND SHT. M-1 CALLS PVC.
 CLARIFY. THE EXHAUST VENT SHALL BE PVC.
 3) SHT. P2-1 - WATER PURIFIER SYSTEM DETAIL SHOWS THE
 DRAIN DIRECTLY CONNECTED TO THE DRAIN. COULD THIS BE A
 POSSIBLE SOURCE OF CONTAMINATION TO THE WATER IF A
 BLOCKAGE OCCURRED IN THE DRAIN TO WHICH IT IS
 CONNECTED? CLARIFY.
 4) SUBMIT MANUFACTURER'S INSTALL MANUAL FOR THE DENTAL
 CHAIRS (2 COPIES). THE RESSPONSE NARRATIVE STATED SPECS
 WERE SUBMITTED BUT THERE WAS NOTHING IN THE SUBMITTAL
 PACKAGE. WPB AMEND. TO FBC SEC. 107.2.1.
 5) SUBMIT A LEGEND FOR ALL THE SYMBOLS USED ON THE
 PIPING DIAGRAMS. WPB AMEND. TO FBC SEC. 107.2.1.
 6) THE VACUUN UNIT DRAIN SHALL BE DIRECTLY CONNECTED TO
 A TRAPPED AND VENTED DRAIN PER 2005 NFPA 99
 SEC.5.3.3.6.3.1.
 7) WHAT ARE THE FUTURE COLD WATER LINES FOR? FUTURE HOT
 WATER LINES MAY BE REQUIRED.
 8) PLEASE STAPLE THE LOOSE PLUMBING SHEETS TO THE REST
 OF THE PLANS.
 9) BACKFLOW PREVENTION DEVICES ARE REQD. ON THE WATER
 SERVICES PER THE CWPB CROSS CONNECTION MANUAL.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-10-05 Cont ID  
Sent By gjohnson Date 2015-10-05 Time 10:04 Rev Time 0.00
Received By gjohnson Date 2015-10-05 Time 10:04 Sent To  
Notes
2015-10-05 10:06:01 
 1ST REVIEW: FBC 2014
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
  
 PLUMBING COMMENTS:
  
 1. EXHAUST FROM VACUUM MUST EXTEND TO OUTDOORS SHALL
 COMPLY WITH NFPA 99 SEC 5.7.3.6.7.2
 2. MANUFACTURE SPEC SHEET SHOWS DRAIN DUMPING INTO A
 FLOOR SINK, ON SHEET P-3 IT SHOWS A DRAIN STUBBING OUT
 OF THE WALL, IT NEEDS TO CHANGE TO A FLOOR SINK OR
 PROVIDE MANUFACTURE SPECS SHOWING THE MAXIMUM HEIGHT
 THE DRAIN CAN BE CONNECTED.
 3. PLEASE PROVIDE SPECS SHEET FOR PLASTER TRAP AND
 DENTAL CHAIRS PER WPB AMEND. 107.2.1
 4. A SERVICE SINK IS REQUIRED PER FBC P SEC 403.1
 MINIMUM FIXTURES TABLE 403.1
 5. ON SHEET P-3 SHOW LOCATION OF WATER FILTER ON RISER
 DIAGRAM PER WPB AMEND. 107.2.1
 6. SHEET P-1 SHOW EACH VENT FOR LAVATORY VENTING
 THROUGH ROOF , SHEET P-3 SHOWS ALL VENTS TYING TOGETHER
 NONE VENTING THROUGH ROOF YOU SHALL HAVE AT LEAST ONE
 VENT THROUGH ROOF PER FBC ?P SEC 904.1 ALSO BOTH SHEET
 MUST MATCH PER WPB AMEND. 107.2.1
 7. PLEASE CLARIFY WHERE PAN DRAIN FOR WATER HEATER IS
 DRAINING A LAVATORY IS NOT AN APPROVED RECEPTACLE. PER
 WPB AMEND. 107.2.1
 8.
 HOT WATER SHALL BE PROVIDED TO SUPPLY ALL OF THE
 HOSPITAL FIXTURE, KITCHEN AND LAUNDRY REQUIREMENTS.
 SPECIAL FIXTURES AND EQUIPMENT SHALL HAVE HOT WATER
 SUPPLIED AT A TEMPERATURE SPECIFIED BY THE
 MANUFACTURER. THE HOT WATER SYSTEM SHALL BE INSTALLED
 IN ACCORDANCE WITH SECTION 607. PER FBC-P SEC 609.3 IT
 APPEARS THAT A 10 GAL. WATER HEATER WILL BE
 INSUFFICIENT TO PROVIDE ENOUGH TEMPERED WATER TO 12
 SINKS PLEASE VERIFY.
 9. SHEET P2-1 DETAIL FOR SUCTION LINES DOES NOT MATCH
 THE RISER DIAGRAM ON SHEET P-3 PLEASE CLARIFY. PER WPB
 AMEND. 107.2.1
 10. SHEET P-3 SUPPLY RISER DIAGRAM SHOWS EXISTING ? IN.
 WATER METER AND MAIN ACCORDING TO TABLE E201.1 IN THE
 FBC-P IT MAY BE TOO SMALL; PLEASE PROVIDE CALCULATIONS
 TO VERIFY ? IN. WILL BE ADEQUATE SIZE PER WPB AMEND.
 107.2.1
 11. SHEET A3-2 GRAB BARS SHALL COMPLY WITH FBC ACC SEC
 609.4
 GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION,
 33 INCHES (840 MM) MINIMUM AND 36 INCHES (915 MM)
 MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF
 THE GRIPPING SURFACE, EXCEPT THAT AT WATER CLOSETS FOR
 CHILDREN?S USE COMPLYING WITH 604.9, GRAB BARS SHALL BE
 INSTALLED IN A HORIZONTAL POSITION 18 INCHES (455 MM)
 MINIMUM AND 27 INCHES (685 MM) MAXIMUM ABOVE THE FINISH
 FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE. THE
 HEIGHT OF THE LOWER GRAB BAR ON THE BACK WALL OF A
 BATHTUB SHALL COMPLY WITH 607.4.1.1 OR 607.4.2.1.
  


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