Plan Review Details - Permit 17060989
Plan Review Stops For Permit 17060989
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2017-10-19 Cont ID  
Sent By jwitmer Date 2017-10-19 Time 17:23 Rev Time 0.00
Received By jwitmer Date 2017-10-19 Time 16:58 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2017-09-13 Cont ID  
Sent By jwitmer Date 2017-09-13 Time 16:57 Rev Time 0.00
Received By jwitmer Date 2017-09-13 Time 14:28 Sent To  
Notes
2017-09-13 16:52:302014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17060989
 ADD: 101 N. CLEMATIS ST. SUITE: 200
 CONT: BSA CORP.
 TEL: 561-272-6350 / KIM UNKE
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 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.
  
 2ND REVIEW
 DATE: WED. SEPT. 13/ 2017
 ACTION: DENIED
  
 1-2) COMPLIED.
  
 3) SHEET A1.1.1:
  
 3A) COMPLIED. DOORS 202 & 216.
  
 3B) RESPONSE COMMENT INDICATES ON SHEET A3.0.1. DETAILS
 A, B, 7, 8, 9, 10, 11 & 12 THE USE OF WINGITS GBW40 OR
 EQUAL. 2014 FLORIDA BUILDING CODE W 2014 WEST PALM
 BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER
 1, ADMINISTRATION 107.2.1.3: W.P.B. ADMINISTRATIVE
 CODE/2010 DRAWINGS & SPECIFICATIONS SHALL CONTAIN
 INFORMATION, IN THE FORM OF NOTES OR OTHERWISE, AS TO
 THE QUALITY OF MATERIALS, WHERE QUALITY IS ESSENTIAL TO
 CONFORMITY WITH THE TECHNICAL CODES. SUCH INFORMATION
 SHALL BE SPECIFIC TO THE TECHNICAL CODES "SHALL NOT BE
 CITED AS A WHOLE OR IN PART, NOR THE TERM "LEGAL" ?OR?
 ITS EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION". THE PRODUCT HAS TO BE SPECIFIC.
  
 THE USE OF WINGITS GBW40 IS NOT BACKING AS REQUIRED FOR
 GRAB BARS. THIS IS NEW CONSTRUCTION, NEW WALLS, NOT A
 RETROFIT AS WHERE THIS PRODUCT WAS DESIGNED FOR
 INSTALLATION. TO USE THE WINGIT GBW40 TYPE OF
 INSTALLATION THE CONTRACTOR WILL HAVE TO NOT ONLY
 SUPPLY THE WINGIT GBW 40 ANCHOR BUT ALSO PROVIDE EACH
 OF THE GRAB BARS SINCE THE ANCHORS ARE TO ONLY USED
 WITH THE WINGIT GRAB BAR SYSTEM. THE ANCHORS WILL NEED
 TO BE INSTALLED AS REQUIRED FOR BACKING!!! PLEASE NOT
 THE ANCHORS WILL NEED TO BE INSTALLED SO THE SUPPORT
 GRAB BARS CAN SCREW DIRECTLY INTO THE ANCHOR. PLEASE
 PROVIDE ANCHOR INSTRUCTIONS IN THE NEXT PLAN REVIEW.
 THIS APPLICATION IS MORE IN LINE TO ALTERNATE MATERIALS
 AND METHODS. 104.11 ALTERNATE MATERIALS AND METHODS OF
 CONSTRUCTION.
  
 THE 2014 ACCESSIBILITY CODE 609.8 STRUCTURAL STRENGTH,
 ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS
 USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS
 IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER,
 MOUNTING DEVICE, OR SUPPORTING STRUCTURE.
  
  
  
 1ST ROUND OF COMMENTS. PRIVATE RESTROOMS 215 AND 225
 ARE TO BE CONSIDERED ADAPTABLE THE PLANS WILL NEED TO
 SHOW COMPLIANCE WITH THE ACCESSIBILITY CODE 604.5 GRAB
 BARS EXCEPTION # 1. GRAB BARS SHALL NOT BE REQUIRED TO
 BE INSTALLED IN A TOILET ROOM FOR A SINGLE OCCUPANT
 ACCESSED ONLY THROUGH A PRIVATE OFFICE AND NOT FOR
 COMMON USE OR PUBLIC USE PROVIDED THAT REINFORCEMENT
 HAS BEEN INSTALLED IN WALLS AND LOCATED SO AS TO PERMIT
 THE INSTALLATION OF GRAB BARS COMPLYING WITH 604.5.
 ACCESSIBILITY CODE 609.4 POSITION OF GRAB BARS. 609.8
 STRUCTURAL STRENGTH.
 ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS
 USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS
 IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER,
 MOUNTING DEVICE, OR SUPPORTING STRUCTURE.
  
 3C)SEMI- COMPLIED. PRIVATE RESTROOMS 215 AND 225 SIZE /
 CLEARANCE AROUND THE WATER CLOSET, 60 INCHES) &
 604.3.2.(OVERLAP).
  
 3D-G) COMPLIED.
  
 4) SHEET A1.1.3:
 4A) COMPLIED.
  
 4B)SEMI-COMPLIED. FLOOR FINISHES, WD-1 MADISON SLATE
 WHITE OAK WILL THERE BE A FLOOR UNDERLAYMENT, CRACK
 SUPPRESSANT, INSTALLED BEFORE TILE INSTALLATION IF SO
 THEN COMPLIANCE WITH FLAME SPREAD- FBC-B 2014 603.1.
 EXCEPTION 2. INSULATION INSTALLED BETWEEN A FINISHED
 FLOOR AND SOLID DECKING WITHOUT INTERVENING AIRSPACE
 SHALL BE ALLOWED TO HAVE A FLAME SPREAD INDEX OF NOT
 MORE THAN 200.
  
 POR-1 PORCELAIN TILE FLOOR WILL THERE BE A FLOOR
 UNDERLAYMENT, CRACK SUPPRESSANT, INSTALLED BEFORE TILE
 INSTALLATION IF SO THEN COMPLIANCE WITH FLAME SPREAD-
 FBC-B 2014 603.1. EXCEPTION 2. INSULATION INSTALLED
 BETWEEN A FINISHED FLOOR AND SOLID DECKING WITHOUT
 INTERVENING AIRSPACE SHALL BE ALLOWED TO HAVE A FLAME
 SPREAD INDEX OF NOT MORE THAN 200.
  
 FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS
 A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL
 MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A
 MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
  
 1ST ROUND OF COMMENTS. FLOOR FINISHES ARE NOT GIVEN.
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.3.5 MINIMUM PLAN REVIEW CRITERIA,
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING
 11. INTERIOR REQUIREMENTS SHALL INCLUDE THE FOLLOWING:
 INTERIOR FINISHES FLOOR FINISHES & TRIM MISSING (FLAME
 SPREAD/SMOKE DEVELOPMENT).
  
 5) COMPLIED.
  
 6) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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 BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-07-13 Cont ID  
Sent By jwitmer Date 2017-07-13 Time 11:53 Rev Time 0.00
Received By jwitmer Date 2017-07-12 Time 17:00 Sent To  
Notes
2017-07-13 12:13:422014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17060989
 ADD: 101 N. CLEMATIS ST. SUITE: 200
 CONT: BSA CORP.
 TEL: 561-272-6350 / KIM UNKE
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 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: THURS. JULY 13/ 2017
 ACTION: DENIED
  
 1) SHEET A0.1.1. NOTE NUMBER 31 MAKES REFERENCE TO THE
 CITY OF MIAMI FIRE DEPARTMENT REGULATIONS. PLEASE
 UPDATE PLANS TO THE WEST PALM BEACH FIRE DEPARTMENT
 REGULATIONS. 107.2.1.3. ADDITIONAL INFORMATION IS
 REQUIRED.
  
 2) SHEET ALS1.1 107.3.5 MINIMUM PLAN REVIEW CRITERIA
 FOR BUILDINGS.
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING
 (3) MINIMUM TYPE OF CONSTRUCTION SHALL BE DETERMINED
 (SEE TABLE 503).
  
 3) SHEET A1.1.1:
 3A) DOORS 202 & 216 ARE BOTH POCKET DOORS SHEET A2.01
 DOOR SCHEDULE AND HARDWARE GROUP LABELED # 9.
 THE HARDWARE GROUP WILL NEED TO SHOW COMPLIANCE
 WITH2014 FBC-ACCESSIBILITY CODE 404.2.7 DOOR AND GATE
 HARDWARE. WHERE SLIDING DOORS ARE IN THE FULLY OPEN
 POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND
 USABLE FROM BOTH SIDES.
 ADVISORY 404.2.7 DOOR AND GATE HARDWARE. DOOR HARDWARE
 THAT CAN BE OPERATED WITH A CLOSED FIST OR A LOOSE GRIP
 ACCOMMODATES THE GREATEST RANGE OF USERS. HARDWARE THAT
 REQUIRES SIMULTANEOUS HAND AND FINGER MOVEMENTS REQUIRE
 GREATER DEXTERITY AND COORDINATION, AND IS NOT
 RECOMMENDED.
  
 3B) PRIVATE RESTROOMS 215 AND 225 ARE TO BE CONSIDERED
 ADAPTABLE THE PLANS WILL NEED TO SHOW COMPLIANCE WITH
 THE ACCESSIBILITY CODE 604.5 GRAB BARS EXCEPTION # 1.
 GRAB BARS SHALL NOT BE REQUIRED TO BE INSTALLED IN A
 TOILET ROOM FOR A SINGLE OCCUPANT ACCESSED ONLY THROUGH
 A PRIVATE OFFICE AND NOT FOR COMMON USE OR PUBLIC USE
 PROVIDED THAT REINFORCEMENT HAS BEEN INSTALLED IN WALLS
 AND LOCATED SO AS TO PERMIT THE INSTALLATION OF GRAB
 BARS COMPLYING WITH 604.5.
 ACCESSIBILITY CODE 609.4 POSITION OF GRAB BARS. 609.8
 STRUCTURAL STRENGTH.
 ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS
 USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS
 IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER,
 MOUNTING DEVICE, OR SUPPORTING STRUCTURE.
  
 3C) PRIVATE RESTROOMS 215 AND 225 ARE TO BE CONSIDERED
 ADAPTABLE THE PLANS WILL NEED TO SHOW COMPLIANCE WITH
 THE ACCESSIBILITY CODE 604.3.1 (SIZE / CLEARANCE AROUND
 THE WATER CLOSET, 60 INCHES) & 604.3.2.(OVERLAP). WITH
 THE BATHROOMS BEING REQUIRED TO BE ADAPTABLE THE
 FIXTURE LAYOUT WILL NEED TO AND WASTE LINES WILL NEED
 TO BE INSTALLED AS IF AN ACCESSIBLE BATHROOM, TO BE
 CONSIDERED ADAPTABLE. FOR CHAPTER 6 FOR EACH CODE
 REQUIREMENT IF THERE IS AN EXCEPTION FOR PRIVATE
 BATHROOMS OR RESTROOMS THERE IS AN EXCEPTION STATING AS
 SUCH, NONE GIVEN FOR EITHER OF THE ABOVE CODE SECTIONS,
 MAKING THE LAYOUT OF FIXTURES WITH CLEARANCES A
 REQUIREMENT, BACKING A REQUIREMENT AND FIXTURE LOCATION
 A REQUIREMENT, TO MAKE THE UNIT AN ADAPTABLE UNIT.
  
 3D) PRIVATE RESTROOMS 215 AND 225 ARE TO BE CONSIDERED
 ADAPTABLE THE PLANS WILL NEED TO SHOW COMPLIANCE WITH
 THE ACCESSIBILITY CODE FOR A STANDARD ROLL-IN TYPE
 SHOWER COMPARTMENT.
 AGAIN FOR A ADAPTABLE SHOWER THE PLANS WILL NEED TO
 SHOW WHERE THE BACKING WILL BE PLACED FOR POSSIBLE
 FUTURE GRAB BARS INCOMPLIANCE WITH ACCESS. CODE 608.3
 EXCEPTION # 1.
  
 3E) PLEASE INDICATE HOW COMPLIANCE WITH EITHER 608.3.2
 STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS OR 608.3.3
 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS WILL BE
 ACHIEVED.
  
 3F) PLEASE PROVIDE COMPLIANCE WITH THE SHOWER:
 608.5.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS. IN
 STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS, THE
 CONTROLS, FAUCETS, AND SHOWER SPRAY UNIT SHALL BE
 LOCATED ABOVE THE GRAB BAR, BUT NO HIGHER THAN 48
 INCHES ABOVE THE SHOWER FLOOR. WHERE A SEAT IS
 PROVIDED, THE CONTROLS, FAUCETS, AND SHOWER SPRAY UNIT
 SHALL BE INSTALLED ON THE BACK WALL ADJACENT TO THE
 SEAT WALL AND SHALL BE LOCATED 27 INCHES MAXIMUM FROM
 THE SEAT WALL.
  
 OR
  
 608.5.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS.
 CONTROLS, FAUCETS, AND SHOWER SPRAY UNIT SHALL BE
 LOCATED ABOVE THE GRAB BAR, BUT NO HIGHER THAN 48
 INCHES ABOVE THE SHOWER FLOOR. WHERE A SEAT IS
 PROVIDED, THE CONTROLS, FAUCETS, AND SHOWER SPRAY UNIT
 SHALL BE LOCATED ON THE SIDE WALL ADJACENT TO THE SEAT
 27 INCHES MAXIMUM FROM THE SIDE WALL BEHIND THE SEAT OR
 SHALL BE LOCATED ON THE BACK WALL OPPOSITE THE SEAT 15
 INCHES MAXIMUM, LEFT OR RIGHT, OF THE CENTERLINE OF THE
 SEAT. WHERE A SEAT IS NOT PROVIDED, THE CONTROLS,
 FAUCETS, AND SHOWER SPRAY UNIT SHALL BE INSTALLED ON
 THE SIDE WALL FARTHEST FROM THE COMPARTMENT ENTRY.
  
 3G) 2014 ACCESSIBILITY CODE 608.7 THRESHOLDS.
 THRESHOLDS IN ROLL-IN TYPE SHOWER COMPARTMENTS SHALL BE
 1/2 INCH (13 MM) HIGH MAXIMUM IN ACCORDANCE WITH 303.
 IN TRANSFER TYPE SHOWER COMPARTMENTS, THRESHOLDS 1/2
 INCH (13 MM) HIGH MAXIMUM SHALL BE BEVELED, ROUNDED, OR
 VERTICAL.
  
 4) SHEET A1.1.3:
 4A) SUSTAINABLE NOTE WALL COVERING LIST COMPLIANCE WITH
 THE 2007/2009 SUPPLEMENTS SECTION
 803. PLEASE UPDATE CODE DATA TO THE CURRENT 2014 FBC-B.
  
 4B) FLOOR FINISHES ARE NOT GIVEN. 2014 FLORIDA BUILDING
 CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION 107.3.5
 MINIMUM PLAN REVIEW CRITERIA,
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING
 11. INTERIOR REQUIREMENTS SHALL INCLUDE THE FOLLOWING:
 INTERIOR FINISHES FLOOR FINISHES & TRIM MISSING (FLAME
 SPREAD/SMOKE DEVELOPMENT).
  
 5) SHEET A2.01 DOOR AND WINDOW TYPES SHOW VARIOUS
 SECTIONS THROUGH THE FRAME AND GLAZING, SECTIONS 2-11,
 MISSING THESE SECTIONS NOT FOUND ON THIS SHEET.
 107.2.1.3 ADDITIONAL INFORMATION REQUIRED.
  
 6) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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 BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2017-09-20 Cont ID  
Sent By jpearson Date 2017-09-20 Time 11:00 Rev Time 0.00
Received By jpearson Date 2017-09-20 Time 11:00 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2017-07-20 Cont ID  
Sent By jpearson Date 2017-07-20 Time 15:08 Rev Time 0.00
Received By jpearson Date 2017-07-20 Time 15:08 Sent To  
Notes
2017-07-20 15:15:45CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
  
 ELECTRICAL REVIEW COMMENTS:
  
 1. CIRCUIT HA-8 AND HA-10 DO NOT SHOW AS BEING
 CONTROLLED FROM THE LUTRON LIGHTING CONTROL PANEL.
 WHILE THERE ARE SOME AREAS FOR THE CIRCUITS THAT HAVE
 VACANCY SENSORS, IT APPEARS THAT SOME AREAS DO NOT HAVE
 THE PROPER AUTOMATIC CONTROL. PLEASE CLARIFY AND/OR
 CORRECT. FBC 405.2.2, FBC 107.2.1
 2. PROVIDE RECEPTACLE CONTROL REQUIRED BY FBC C401.2
 AND ASHREA 90.1: 8.4.2
 3. PROVIDE GFCI PROTECTED OUTLET AND SWITCH CONTROLLED
 LIGHT FOR SERVICING EACH FCU LOCATED IN HARD CEILING.
 FBC MECHANICAL CODE M306.3.1
 4. THE LOAD FOR PANEL LA IS NOT INCLUDED IN THE LOAD
 CALCULATION FOR PANEL HA. PROVIDE ACCURATE LOAD
 CALCULATION TO CONFIRM SERVICE EQUIPMENT IS ADEQUATELY
 SIZED. NEC 220, 408.30
 5. BREAKER FOR EWH APPEARS TO BE TOO BIG FOR THE LOAD.
 PANEL SCHEDULE STATES THIS IS A 3.2 KW LOAD, A 30 AMP
 BREAKER IS NOT THE CORRECT SIZE. PROVIDE CORRECTION.
 NEC 422.13, 422.11
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2017-08-25 Cont ID  
Sent By pleduc Date 2017-08-25 Time   Rev Time 0.00
Received By pleduc Date 2017-08-25 Time 11:27 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2017-06-26 Cont ID  
Sent By pleduc Date 2017-06-26 Time   Rev Time 0.00
Received By pleduc Date 2017-06-26 Time 12:38 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date   Cont ID  
Sent By   Date 2017-10-24 Time   Rev Time 0.00
Received By lmarchan Date 2017-10-20 Time 14:15 Sent To  
Notes
2017-10-23 14:15:32RESUB ROUTED TO CCOLE
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2017-10-19 Cont ID  
Sent By jwitmer Date 2017-10-19 Time 17:24 Rev Time 0.00
Received By jwitmer Date 2017-10-06 Time 14:42 Sent To  
Notes
2017-10-10 14:42:24C22
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-09-29 Cont ID  
Sent By gjohnson Date 2017-09-29 Time 17:43 Rev Time 0.00
Received By gjohnson Date 2017-08-18 Time 13:56 Sent To  
Notes
2017-08-21 13:56:12C22
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-07-20 Cont ID  
Sent By jpearson Date 2017-07-20 Time 15:16 Rev Time 0.00
Received By jpearson Date 2017-06-22 Time 15:35 Sent To  
Notes
2017-06-23 15:35:32C22
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2017-07-13 Cont ID  
Sent By jwitmer Date 2017-07-13 Time 11:53 Rev Time 0.00
Received By jwitmer Date 2017-07-12 Time 17:00 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2017-10-24 Cont ID  
Sent By ccole Date 2017-10-24 Time 11:46 Rev Time 0.00
Received By ccole Date 2017-10-24 Time 11:45 Sent To  
Notes
2017-10-24 11:50:32MECHANICAL PROVISO:
 CCOLE- 10/24/2017
  
 1) REVISONS TO THE MECHANICAL PLAN SHEETS M3.1 & M6.1
 ARE REQUIRED TO CORRECT THE VRF RISER DIAGRAM, AND THE
 AC EQUIPMENT SCHEDULE SO THAT THE SYSTEMS MATCH THE
 PLANS AND MANUFACTURER'S CUT SHEETS.
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2017-10-17 Cont ID  
Sent By ccole Date 2017-10-17 Time 10:25 Rev Time 0.00
Received By ccole Date 2017-10-17 Time 10:25 Sent To  
Notes
2017-10-17 10:27:503RD REVIEW FBC-2014 MECHANICAL
 PERMIT #17060989
 10/17/17
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEETS M2.1 & M6.1: PLEASE INCLUDE CU-19 AND AHU-19
 IN THE EQUIPMENT SCHEDULE, AND IN THE ENERGYGAUGE
 COMPLIANCE FORM.
  
 2) M3.1 & M6.1: INCLUDE PEFY-P18NMAU-E3 IN THE
 EQUIPMENT SCHEDULE, AND IN THE ENERGYGAUGE COMPLIANCE
 FORM.
  
 3) SUBMIT THE NOA FOR THE ROOF STAND WITH APPROVAL
 STAMP BY THE ENGINEER OF RECORD. PLEASE NOTE THE NOA
 NUMBER ON SHOWN IN THE EQUIPMENT MOUNTING DETAIL ON
 M7.1 IS ILLEGIBLE.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2017-09-20 Cont ID  
Sent By ccole Date 2017-09-20 Time 15:45 Rev Time 0.00
Received By ccole Date 2017-09-20 Time 13:22 Sent To  
Notes
2017-09-20 16:02:132ND REVIEW FBC-2014 MECHANICAL
 PERMIT #17060989
 9/20/17
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) THE REQUESTED ENGINEERING FOR INSTALLATION OF THE
 EXTERIOR CONDENSERS WAS NOT SUBMITTED- PLEASE COMPLY
 AND PROVIDE A MECHANICAL ROOF PLAN SHOWING THE
 LOCATIONS OF THE UNITS- SECTION 107.2.1 WPB AMENDMENTS
 TO THE FBC.
  
 2) SHEET M3.1 APPEARS TO HAVE BEEN OVERLAYED BY M2.1
 MAKING IT ILLEGIBLE IN MANY AREAS- PLEASE CORRECT-
 SECTION 107.2.1.4 WPB AMENDMENTS TO THE FBC.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2017-07-19 Cont ID  
Sent By ccole Date 2017-07-19 Time 09:16 Rev Time 0.00
Received By ccole Date 2017-07-19 Time 07:29 Sent To  
Notes
2017-07-19 09:29:381ST REVIEW FBC-2014 MECHANICAL
 PERMIT #17060989
 7/19/17
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PER THE SUBMITTED AC CALCULATIONS, THE TRANE FCCB12
 MODELS ARE OVERSIZED FOR SYSTEMS FCC-4, 11, & 13-
 SECTION C403.2.2 FBC-14 ENERGY CONSERVATION.
  
 2) SHEET M2.1: IT APPEARS FIRE DAMPERS ARE MISSING FOR
 THE O/A DUCTS PENETRATING THE SHAFT AND TENANT
 SEPARATION WALLS- SECTION 607.5.2.
  
 3) M2.1: IT APPEARS AHU-1 IS MISLABELED AS AHU-2.
  
 4) M2.1: SHOW THE LOCATIONS OF ACCESS PANELS FOR THE
 FAN COIL UNITS LOCATED ABOVE HARD CEILINGS. PLEASE
 INCLUDE DIMENSIONS AND CONSTRUCTION DETAILS- SECTION
 306.1
  
 5) M2.1: PROVIDE THE FLEX DUCT SIZES ON THE PLAN.
  
 6) PROVIDE WIND LOAD ENGINEERING FOR INSTALLATION OF
 THE ROOF TOP CHILLER- SECTION 301.15.
  
 7) SUBMIT A COMMISSIONING PLAN IN COMPLIANCE WITH
 SECTION C408.2 & C408.2.1 FBC-14 ENERGY CONSERVATION.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2017-10-12 Cont ID  
Sent By gjohnson Date 2017-10-12 Time 12:15 Rev Time 0.00
Received By gjohnson Date 2017-10-11 Time 15:17 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2017-09-29 Cont ID  
Sent By gjohnson Date 2017-09-29 Time 16:47 Rev Time 0.00
Received By gjohnson Date 2017-09-29 Time 13:51 Sent To  
Notes
2017-09-29 16:51:442ND REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 1. 2ND REQUEST: PREVIOUS COMMENT #1A THE WATER CLOSET
 SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE
 REAR AND TO ONE SIDE. PER FBC ACC 604.2
  
 2. 2ND REQUEST: PREVIOUS COMMENT #1C RESPONSE COMMENT
 INDICATES ON SHEET A3.0.1. DETAILS A, B, 7, 8, 9, 10,
 11 & 12 THE USE OF WINGITS GBW40 OR EQUAL. 2014 FLORIDA
 BUILDING CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION
 107.2.1.3: W.P.B. ADMINISTRATIVE CODE/2010 DRAWINGS &
 SPECIFICATIONS SHALL CONTAIN INFORMATION, IN THE FORM
 OF NOTES OR OTHERWISE, AS TO THE QUALITY OF MATERIALS,
 WHERE QUALITY IS ESSENTIAL TO CONFORMITY WITH THE
 TECHNICAL CODES. SUCH INFORMATION SHALL BE SPECIFIC TO
 THE TECHNICAL CODES "SHALL NOT BE CITED AS A WHOLE OR
 IN PART, NOR THE TERM "LEGAL" ?OR? ITS EQUIVALENT BE
 USED AS A SUBSTITUTE FOR SPECIFIC INFORMATION". THE
 PRODUCT HAS TO BE SPECIFIC.
  
 THE USE OF WINGITS GBW40 IS NOT BACKING AS REQUIRED FOR
 GRAB BARS. THIS IS NEW CONSTRUCTION, NEW WALLS, NOT A
 RETROFIT AS WHERE THIS PRODUCT WAS DESIGNED FOR
 INSTALLATION. TO USE THE WINGIT GBW40 TYPE OF
 INSTALLATION THE CONTRACTOR WILL HAVE TO NOT ONLY
 SUPPLY THE WINGIT GBW 40 ANCHOR BUT ALSO PROVIDE EACH
 OF THE GRAB BARS SINCE THE ANCHORS ARE TO ONLY USED
 WITH THE WINGIT GRAB BAR SYSTEM. THE ANCHORS WILL NEED
 TO BE INSTALLED AS REQUIRED FOR BACKING!!! PLEASE NOT
 THE ANCHORS WILL NEED TO BE INSTALLED SO THE SUPPORT
 GRAB BARS CAN SCREW DIRECTLY INTO THE ANCHOR. PLEASE
 PROVIDE ANCHOR INSTRUCTIONS IN THE NEXT PLAN REVIEW.
 THIS APPLICATION IS MORE IN LINE TO ALTERNATE MATERIALS
 AND METHODS. 104.11 ALTERNATE MATERIALS AND METHODS OF
 CONSTRUCTION.
  
 3. 2ND REQUEST: PREVIOUS COMMENT #1D A STANDARD ROLL-IN
 SHOWER SHALL HAVE A 30 INCH WIDE MINIMUM BY 60 INCH
 LONG MINIMUM CLEARANCE PROVIDED ADJACENT TO THE OPEN
 FACE OF THE SHOWER COMPARTMENT. PER FBC ACC 608.2.2.1
 A ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS SHALL BE
 36 INCHES EXACT WIDE AND 60 INCHES DEEP MINIMUM CLEAR
 INSIDE DIMENSIONS MEASURED AT CENTER POINTS OF OPPOSING
 SIDES. A 36 INCH WIDE MINIMUM ENTRY SHALL BE PROVIDED
 AT ONE END OF THE LONG SIDE OF THE COMPARTMENT.
  
 4. 2ND REQUEST: PREVIOUS COMMENT #1D IN ALL SHOWERS
 SHOWER SPRAY UNIT SHALL BE LOCATED ABOVE THE GRAB BAR,
 BUT NO HIGHER THAN 48 INCHES ABOVE THE SHOWER FLOOR.
 PER FBC ACC 608.5.2 /608.5.3/606.5.4
  
 5. 2ND REQUEST: PREVIOUS COMMENT #2 COMMON ACCESSIBLE
 BATHROOMS SHALL COMPLY WITH THE FOLLOWING SEC PER FBC
 ACC
 2C, 2D IN ALL SHOWERS SHOWER SPRAY UNIT SHALL BE
 LOCATED ABOVE THE GRAB BAR, BUT NO HIGHER THAN 48
 INCHES ABOVE THE SHOWER FLOOR. PER FBC ACC 608.5.2
 /608.5.3/606.5.4
  
  
 6. 2ND REQUEST: PREVIOUS COMMENT #7. IN BATHROOMS 229 +
 230 THE BRANCH DRAIN FOR THE HWC + HLAV + UR + HDF
 SHOULD BE A CIRCUIT VENT AND THE STACK FOR THE HLAV
 SHALL CONNECT BETWEEN THE TWO MOST UPSTREAM FIXTURES
 WHICH WOULD BE THE 2 HWC. PER FBC PL 914.2
  
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2017-07-20 Cont ID  
Sent By gjohnson Date 2017-07-20 Time 11:56 Rev Time 0.00
Received By gjohnson Date 2017-07-20 Time 06:42 Sent To  
Notes
2017-07-20 13:05:351ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 1. THE SINGLE USER BATHROOMS 215 AND 225 ACCESSED
 THROUGH THE PRIVATE OFFICES SHALL COMPLY WITH THE
 FOLLOWING SEC OF THE FBC ACC
  
 A) 604.2 LOCATION.
 THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR
 PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE
 OF THE WATER CLOSET SHALL BE 16 INCHES (405 MM) MINIMUM
 TO 18 INCHES (455 MM) MAXIMUM FROM THE SIDE WALL OR
 PARTITION.
  
 B) 604.3.1 SIZE.
 CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES
 (1525 MM) MINIMUM MEASURED PERPENDICULAR FROM THE SIDE
 WALL AND 56 INCHES (1420 MM) MINIMUM MEASURED
 PERPENDICULAR FROM THE REAR WALL.
  
 C) THE GRAB BARS DON NEED TO BE INSTALLED BUT THE
 BACKING FOR THE GRAB BARS SHALL BE INSTALLED. 604.5
 GRAB BARS.
 GRAB BARS FOR WATER CLOSETS SHALL COMPLY WITH 609. GRAB
 BARS SHALL BE PROVIDED ON THE SIDE WALL CLOSEST TO THE
 WATER CLOSET AND ON THE REAR WALL.
 EXCEPTIONS:
 1. GRAB BARS SHALL NOT BE REQUIRED TO BE INSTALLED IN A
 TOILET ROOM FOR A SINGLE OCCUPANT ACCESSED ONLY THROUGH
 A PRIVATE OFFICE AND NOT FOR COMMON USE OR PUBLIC USE
 PROVIDED THAT REINFORCEMENT HAS BEEN INSTALLED IN WALLS
 AND LOCATED SO AS TO PERMIT THE INSTALLATION OF GRAB
 BARS COMPLYING WITH 604.5.
 THIS INCLUDES THE SHOWERS
  
 D) THE DIMENSIONS OF THE SHOWER SHALL COMPLY WITH ONE
 OF THESE CODE SEC.
 1)608.2.1 TRANSFER TYPE SHOWER COMPARTMENTS.
 TRANSFER TYPE SHOWER COMPARTMENTS SHALL BE 36 INCHES
 (915 MM) BY 36 INCHES (915 MM) CLEAR INSIDE DIMENSIONS
 MEASURED AT THE CENTER POINTS OF OPPOSING SIDES AND
 SHALL HAVE A 36 INCH (915 MM) WIDE MINIMUM ENTRY ON THE
 FACE OF THE SHOWER COMPARTMENT. CLEARANCE OF 36 INCHES
 (915 MM) WIDE MINIMUM BY 48 INCHES (1220 MM) LONG
 MINIMUM MEASURED FROM THE CONTROL WALL SHALL BE
 PROVIDED.
 2) 608.2.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS.
 STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS SHALL BE 30
 INCHES (760 MM) WIDE MINIMUM BY 60 INCHES (1525 MM)
 DEEP MINIMUM CLEAR INSIDE DIMENSIONS MEASURED AT CENTER
 POINTS OF OPPOSING SIDES AND SHALL HAVE A 60 INCHES
 (1525 MM) WIDE MINIMUM ENTRY ON THE FACE OF THE SHOWER
 COMPARTMENT.
 3) 608.2.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS.
 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS SHALL BE 36
 INCHES (915 MM) WIDE AND 60 INCHES (1525 MM) DEEP
 MINIMUM CLEAR INSIDE DIMENSIONS MEASURED AT CENTER
 POINTS OF OPPOSING SIDES. A 36 INCH (915 MM) WIDE
 MINIMUM ENTRY SHALL BE PROVIDED AT ONE END OF THE LONG
 SIDE OF THE COMPARTMENT.
  
 E) THE LOCATION OF THE SHOWER CONTROLS SHALL COMPLY
 WITH ONE OF THE FOLLOWING CODE SEC.
 1)608.5.1 TRANSFER TYPE SHOWER COMPARTMENTS.
 IN TRANSFER TYPE SHOWER COMPARTMENTS, THE CONTROLS,
 FAUCETS, AND SHOWER SPRAY UNIT SHALL BE INSTALLED ON
 THE SIDE WALL OPPOSITE THE SEAT 38 INCHES (965 MM)
 MINIMUM AND 48 INCHES (1220 MM) MAXIMUM ABOVE THE
 SHOWER FLOOR AND SHALL BE LOCATED ON THE CONTROL WALL
 15 INCHES (380 MM) MAXIMUM FROM THE CENTERLINE OF THE
 SEAT TOWARD THE SHOWER OPENING.
 2) 608.5.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS.
 IN STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS, THE
 CONTROLS, FAUCETS, AND SHOWER SPRAY UNIT SHALL BE
 LOCATED ABOVE THE GRAB BAR, BUT NO HIGHER THAN 48
 INCHES (1220 MM) ABOVE THE SHOWER FLOOR. WHERE A SEAT
 IS PROVIDED, THE CONTROLS, FAUCETS, AND SHOWER SPRAY
 UNIT SHALL BE INSTALLED ON THE BACK WALL ADJACENT TO
 THE SEAT WALL AND SHALL BE LOCATED 27 INCHES (685 MM)
 MAXIMUM FROM THE SEAT WALL
 3) 608.5.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS.
 IN ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS, THE
 CONTROLS, FAUCETS, AND SHOWER SPRAY UNIT SHALL BE
 LOCATED ABOVE THE GRAB BAR, BUT NO HIGHER THAN 48
 INCHES (1220 MM) ABOVE THE SHOWER FLOOR. WHERE A SEAT
 IS PROVIDED, THE CONTROLS, FAUCETS, AND SHOWER SPRAY
 UNIT SHALL BE LOCATED ON THE SIDE WALL ADJACENT TO THE
 SEAT 27 INCHES (685 MM) MAXIMUM FROM THE SIDE WALL
 BEHIND THE SEAT OR SHALL BE LOCATED ON THE BACK WALL
 OPPOSITE THE SEAT 15 INCHES (380 MM) MAXIMUM, LEFT OR
 RIGHT, OF THE CENTERLINE OF THE SEAT. WHERE A SEAT IS
 NOT PROVIDED, THE CONTROLS, FAUCETS, AND SHOWER SPRAY
 UNIT SHALL BE INSTALLED ON THE SIDE WALL FARTHEST FROM
 THE COMPARTMENT ENTRY.
  
 2. COMMON ACCESSIBLE BATHROOMS SHALL COMPLY WITH THE
 FOLLOWING SEC PER FBC ACC
  
 A) 604.7 DISPENSERS.
 TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND
 SHALL BE 7 INCHES (180 MM) MINIMUM AND 9 INCHES (230
 MM) MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO
 THE CENTERLINE OF THE DISPENSER.
  
 B) SHT. A3.02 DETAIL #3 THE GRAB BAR SHALL BE MEASURED
 TO THE TOP OF THE GRIPPING SURFACE PER 609.4
  
 C) 608.5.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS.
 IN STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS, THE
 CONTROLS, FAUCETS, AND SHOWER SPRAY UNIT SHALL BE
 LOCATED ABOVE THE GRAB BAR, BUT NO HIGHER THAN 48
 INCHES (1220 MM) ABOVE THE SHOWER FLOOR. WHERE A SEAT
 IS PROVIDED, THE CONTROLS, FAUCETS, AND SHOWER SPRAY
 UNIT SHALL BE INSTALLED ON THE BACK WALL ADJACENT TO
 THE SEAT WALL AND SHALL BE LOCATED 27 INCHES (685 MM)
 MAXIMUM FROM THE SEAT WALL.
  
 D) 608.5.1 TRANSFER TYPE SHOWER COMPARTMENTS.
 IN TRANSFER TYPE SHOWER COMPARTMENTS, THE CONTROLS,
 FAUCETS, AND SHOWER SPRAY UNIT SHALL BE INSTALLED ON
 THE SIDE WALL OPPOSITE THE SEAT 38 INCHES (965 MM)
 MINIMUM AND 48 INCHES (1220 MM) MAXIMUM ABOVE THE
 SHOWER FLOOR AND SHALL BE LOCATED ON THE CONTROL WALL
 15 INCHES (380 MM) MAXIMUM FROM THE CENTERLINE OF THE
 SEAT TOWARD THE SHOWER OPENING.
  
 E) 602 DRINKING FOUNTAINS
 602.1 GENERAL.
 DRINKING FOUNTAINS SHALL COMPLY WITH 307 AND 602.
  
 F) PROVIDE THE DIMENSION OF THE DEPTH OF THE TRANSFER
 SHOWER 608.2.1 TRANSFER TYPE SHOWER COMPARTMENTS.
 TRANSFER TYPE SHOWER COMPARTMENTS SHALL BE 36 INCHES
 (915 MM) BY 36 INCHES (915 MM) CLEAR INSIDE DIMENSIONS
 MEASURED AT THE CENTER POINTS OF OPPOSING SIDES AND
 SHALL HAVE A 36 INCH (915 MM) WIDE MINIMUM ENTRY ON THE
 FACE OF THE SHOWER COMPARTMENT. CLEARANCE OF 36 INCHES
 (915 MM) WIDE MINIMUM BY 48 INCHES (1220 MM) LONG
 MINIMUM MEASURED FROM THE CONTROL WALL SHALL BE
 PROVIDED.
  
 3. THE BREAKROOM 206 SINK SHALL COMPLY WITH FBC ACC
 606.2 CLEAR FLOOR SPACE.
 A CLEAR FLOOR SPACE COMPLYING WITH 305, POSITIONED FOR
 A FORWARD APPROACH, AND KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
 606.3 HEIGHT.
 LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT
 OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES
 (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
 4. THE HORIZONTAL DRY VENT AT THE END OF THE BRANCH
 DRAIN FOR THE HSH IN TH COMMON BATHROOMS AND THE
 HORIZONTAL DRY VENT AT THE END OF THE BRANCH DRAIN FOR
 THE BATHROOMS 214 AND 213 ARE NOT PERMITTED. PER FBC PL
 905.3 VENT CONNECTION TO DRAINAGE SYSTEM.
 EVERY DRY VENT CONNECTING TO A HORIZONTAL DRAIN SHALL
 CONNECT ABOVE THE CENTERLINE OF THE HORIZONTAL DRAIN
 PIPE.
 905.4 VERTICAL RISE OF VENT.
 EVERY DRY VENT SHALL RISE VERTICALLY TO A POINT NOT
 LESS THAN 6 INCHES (152 MM) ABOVE THE FLOOD LEVEL RIM
 OF THE HIGHEST TRAP OR TRAPPED FIXTURE BEING VENTED.
  
 5. THE BRANCH VENT FOR THE HSH AND WC IN BATHROOMS 229
 + 230 SHALL CONNECT ABOVE THE CENTER LINE OF THE
 HORIZONTAL DRAIN BETWEEN THE HSH AND WC PER FBC PL
 914.2
  
 6. ON THE BRANCH DRAIN FOR BATHROOMS 214 + 213 A DRY
 VENT SHALL CONNECT BETWEEN THE LAV STACK AND WC OR
 BETWEEN THE 2 WC. PER FBC PL 914.2 OR 912.1 AND 908.1
  
 7. IN BATHROOMS 229 + 230 THE BRANCH DRAIN FOR THE HWC
 + HLAV + UR + HDF SHOULD BE A CIRCUIT VENT AND THE
 STACK FOR THE HLAV SHALL CONNECT BETWEEN THE TWO MOST
 UPSTREAM FIXTURES WHICH WOULD BE THE 2 HWC. PER FBC PL
 914.2
  
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  


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