Plan Review Details - Permit 20081311
Plan Review Stops For Permit 20081311
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2020-11-16 Cont ID  
Sent By shill Date 2020-11-16 Time 16:19 Rev Time 0.00
Received By pvalenti Date 2020-11-16 Time 09:34 Sent To  
Notes
2020-11-16 16:33:56PETER E VALENTI
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6673
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
 FBC M = FBC MECHANICAL
 FBC FG = FBC FUEL GAS
  
 4TH BUILDING REVIEW APPROVED WITH PROVISOS:
  
 1) THE ACCESSIBLE STAIR, RAMP, LANDINGS AND HANDRAILS
 MUST BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH
 THE FLORIDA ACCESSIBILITY CODE INCLUDING SLOPES,
 CLEARANCES, MANEUVERABILITY AND ALL OTHER REQUIREMENTS
 OF THE FLORIDA ACCESSIBILITY CODE. THESE REQUIREMENTS
 WILL BE CONFIRMED AT TIME OF INSPECTION.
  
 NOTES: PLEASE SEE NFIP AND SIGNATURE REVIEWS.
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2020-11-12 Cont ID  
Sent By shill Date 2020-11-02 Time 07:42 Rev Time 0.00
Received By shill Date 2020-11-02 Time 07:42 Sent To  
Notes
2020-11-12 12:51:38CHANGED REVIEW PASS TO FAIL; GENERATOR WILL BE REMOVED
  
  
2020-11-02 07:50:51PROVISO - MECHANICAL EQUIPMENT TO BE RAISED TO 15.9'
 NAVD88
  
 BUILDING HEIGHT AND AREA COMPLIES WITH TYPE 5
 CONSTRUCTION, SO CAN BE CONSIDERED AS ONE BUILDING,
 THEREFORE DISTANCE TO PROPERTY LINE CAN BE DISREGARDED
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2020-10-04 Cont ID  
Sent By jwitmer Date 2020-10-04 Time 14:57 Rev Time 0.00
Received By jwitmer Date 2020-10-04 Time 14:32 Sent To  
Notes
2020-10-04 14:53:26WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20081311
 ADD: 2277 PALM BEACH LAKES BLVD.
 CONT: TBD/ TO BE DETERMINED
 TEL: 281-960-9605
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE: SUN. OCT. 04TH/2020
 ACTION: DENIED
  
 NOTICE: FOR BUILDING REVIEW NO TRANSMITTAL LETTER WAS
 SUBMITTED. PLANS DO NOT RELECT A VERSION 2.
 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.
  
 4X FEE / NOTICE!!!!! FLORIDA STATUTE 553.80(2)(B)
  
 WITH RESPECT TO EVALUATION OF DESIGN PROFESSIONALS?
 DOCUMENTS, IF A LOCAL GOVERNMENT FINDS IT NECESSARY, IN
 ORDER TO ENFORCE COMPLIANCE WITH THE FLORIDA BUILDING
 CODE AND ISSUE A PERMIT, TO REJECT DESIGN DOCUMENTS
 REQUIRED BY THE CODE THREE OR MORE TIMES FOR FAILURE TO
 CORRECT A CODE VIOLATION SPECIFICALLY AND CONTINUOUSLY
 NOTED IN EACH REJECTION, INCLUDING, BUT NOT LIMITED TO,
 EGRESS, FIRE PROTECTION, STRUCTURAL STABILITY, ENERGY,
 ACCESSIBILITY, LIGHTING, VENTILATION, ELECTRICAL,
 MECHANICAL, PLUMBING, AND GAS SYSTEMS, OR OTHER
 REQUIREMENTS IDENTIFIED BY RULE OF THE FLORIDA BUILDING
 COMMISSION ADOPTED PURSUANT TO CHAPTER 120, THE LOCAL
 GOVERNMENT SHALL IMPOSE, EACH TIME AFTER THE THIRD SUCH
 REVIEW THE PLANS ARE REJECTED FOR THAT CODE VIOLATION,
 A FEE OF FOUR TIMES THE AMOUNT OF THE PROPORTION OF THE
 PERMIT FEE ATTRIBUTED TO PLANS REVIEW.
  
 SECOND REQUEST FOR ALL COMMENTS:
 1) UNDER FLORIDA LICENSING LAWS A LICENSED COMPANY/
 INDIVIDUAL (QUALIFIER) MUST APPLY FOR A PERMIT TO
 INSTALL A MANUFACTURED BUILDING. WE COULD NOT SEE WHERE
 SATELLITE STRUCTURES HAS ANY FLORIDA LICENSING.
  
 2) PLEASE NOTE THE SUBMITTED SURVEY DOES NOT SHOW THIS
 PROPERTY IS IN AN AE FLOOD ZONE. PLEASE SUBMIT A
 CURRENT SURVEY SHOWING THE LOCATION OF THE AE FLOOD
 ZONE AND THE PROPOSED LOCATION OF THE NEW MANUFACTURED
 BUILDING. IF THE MANUFACTURED BUILDING IS IN AN AE
 FLOOD ZONE, THEN THE BOTTOM OF THE FLOOR FRAMING MUST
 BE ABOVE THE BASE FLOOD WITH THE ADDITIONAL 2 FEET
 FREEBOARD BY WEST PALM BEACH FLOOD ORDINANCES.
  
 FLOOD ZONE CERTIFICATES/ SURVEYORS- DEPT. OF
 AGRICULTURE
 ARTICLE XVII ORDINANCES ARTICLE XVII FLOOD PREVENTION &
 CONTROL
 FBC BUILDING 1612 AND CITY OF WPB CODE OF SECTION
 94-546. STRUCTURE IS IN AN "A" FLOOD ZONE. A FLOOD
 ELEVATION CERTIFICATE WILL BE REQUIRED. PLEASE REVIEW
 CITY ORDINANCE FOR THE CITY REQUIREMENTS REQUIRE AN
 ADDITIONAL 6 INCHES/ (12 INCHES OF ELEVATION IF PERMIT
 APPLICATION AFTER SEPT. 12/2016,
 AFTER OCT. 11/ 2017 AN ADDITIONAL ONE FOOT OF FREE
 BOARD WILL BE REQUIRED OR (2) FEET ABOVE BASE FLOOD.
 AFTER OCT. 11/ 2017 THE BUILDING DEPARTMENT WILL HAVE
 ADOPTED THE NEW FLOOD MAPS IN NAVD 88 ELEVATIONS. YOU
 CAN GO TO THE WEBSITE:
 WWW.NGS.NOAA.GOV/TOOLS/VERTCON/VERTCON.HTML FOR
 CONVERSIONS.
  
 3) THE SUBMITTED SURVEY SHOWS THE LOCATION OF THE
 MANUFACTURED BUILDING AND EXISTING BUILDING BUT DOES
 NOT PROVIDE AN ASSUMED PROPERTY LINE BETWEEN THE 2
 STRUCTURES NOR SHOW WALL AND WINDOW RATINGS BECAUSE OF
 THE CLOSENESS OF THE 2 STRUCTURES. SEE 2017 FBC-B
 SECTIONS:
 TABLE 602 FIRE RESISTANCE RATINGS FOR EXTERIOR WALLS
 BASED ON FIRE SEPARATION DISTANCE
 TABLE 705.8 FIRE SEPARATION DISTANCE AND DEGREE OF
 OPENING PROTECTIVES.
  
 4) STAIR & RAMP SHEETS 11-19ALL SHOW THEY ARE APPROVED
 IN TEXAS, THEY DO NOT SHOW A FLORIDA REGISTERED
 ENGINEER. FLORIDA STATUTE 471.
  
 5) SHEET 10 THE ACCESSIBLE RAMP SHEET INDICATES THE TOP
 LANDING IS 5 FEET 4 INCHES BY 5 FEET 4 INCHES. THE PLAN
 IS NOT CLEAR IF THIS IS A OUTSIDE MEASUREMENT OR INSIDE
 MEASUREMENT OF THE GUARDRAIL? THE TOP LANDING MUST BE A
 CLEAR LANDING OF 60 INCHES BY 60 INCHES CLEAR. 2017
 FBC-ACCESSIBILITY CODE 405.7.4.
  
 6) SHEET 10 THERE IS NO DIMENSION FROM THE LATCH SIDE
 OF THE DOOR TO THE GUARDRAIL TO THE RIGHT SIDE OF THE
 DOOR. WHEN CALIBRATING THE PLAN AND MEASURING THE
 DISTANCE FROM THE EDGE OF DOOR TO THE GUARDRAIL THERE
 APPEARS TO BE ONLY 18 INCHES. THE 2017
 FBC-ACCESSIBILITY CODE REQUIRES 2-0 FEET MANEUVERING
 CLEARANCE SEE FIGURE 404.2.4.1(H).
  
 7) SHEET 2 SHOWS THE MANUFACTURES BUILDING FLOOR PLAN
 AND NO LAYOUT OF THE STAIRS AND LANDING NOR THE RAMP
 AND TOP LANDING. THE SHEET 10 FOR THE RAMP INDICATES
 THE RAMP AND TOP LANDING ARE 35 FEET 4 INCHES LONG THE
 DISTANCE BETWEEN THE 2 DOORS IS ONLY 31.20 FEET. PLEASE
 PROVIDE THE FLOOR PLAN WITH BOTH LANDINGS FOR DOOR AND
 RAMP PLUS THE STAIR AND RAMP. 107.2.1.2 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 8) PLEASE PROVIDE HOW LONG THIS UNIT IS INTENDED TO BE
 AT THIS SITE, MAY REQUIRE IMPACT FEES.
  
 9) 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.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19
 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2020-09-10 Cont ID  
Sent By jwitmer Date 2020-09-10 Time 12:03 Rev Time 0.00
Received By jwitmer Date 2020-09-10 Time 09:56 Sent To  
Notes
2020-09-10 12:03:21WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20081311
 ADD: 2277 PALM BEACH LAKES BLVD.
 CONT: TBD/ TO BE DETERMINED
 TEL: 281-960-9605
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: THURS. SEPT.10TH/2020
 ACTION: DENIED
  
 1) UNDER FLORIDA LICENSING LAWS A LICENSED COMPANY/
 INDIVIDUAL (QUALIFIER) MUST APPLY FOR A PERMIT TO
 INSTALL A MANUFACTURED BUILDING. WE COULD NOT SEE WHERE
 SATELLITE STRUCTURES HAS ANY FLORIDA LICENSING.
  
 2) PLEASE NOTE THE SUBMITTED SURVEY DOES NOT SHOW THIS
 PROPERTY IS IN AN AE FLOOD ZONE. PLEASE SUBMIT A
 CURRENT SURVEY SOWING THE LOCATION OF THE AE FLOOD ZONE
 AND THE PROPOSED LOCATION OF THE NEW MANUFACTURED
 BUILDING. IF THE MANUFACTURED BUILDING IS IN AN AE
 FLOOD ZONE, THEN THE BOTTOM OF THE FLOOR FRAMING MUST
 BE ABOVE THE BASE FLOOD WITH THE ADDITIONAL 2 FEET
 FREEBOARD BY WEST PALM BEACH FLOOD ORDINANCES.
  
 FLOOD ZONE CERTIFICATES/ SURVEYORS- DEPT. OF
 AGRICULTURE
 ARTICLE XVII ORDINANCES ARTICLE XVII FLOOD PREVENTION &
 CONTROL
 FBC BUILDING 1612 AND CITY OF WPB CODE OF SECTION
 94-546. STRUCTURE IS IN AN "A" FLOOD ZONE. A FLOOD
 ELEVATION CERTIFICATE WILL BE REQUIRED. PLEASE REVIEW
 CITY ORDINANCE FOR THE CITY REQUIREMENTS REQUIRE AN
 ADDITIONAL 6 INCHES/ (12 INCHES OF ELEVATION IF PERMIT
 APPLICATION AFTER SEPT. 12/2016,
 AFTER OCT. 11/ 2017 AN ADDITIONAL ONE FOOT OF FREE
 BOARD WILL BE REQUIRED OR (2) FEET ABOVE BASE FLOOD.
 AFTER OCT. 11/ 2017 THE BUILDING DEPARTMENT WILL HAVE
 ADOPTED THE NEW FLOOD MAPS IN NAVD 88 ELEVATIONS. YOU
 CAN GO TO THE WEBSITE:
 WWW.NGS.NOAA.GOV/TOOLS/VERTCON/VERTCON.HTML FOR
 CONVERSIONS.
  
 3) THE SUBMITTED SURVEY SHOWS THE LOCATION OF THE
 MANUFACTURED BUILDING AND EXISTING BUILDING BUT DOES
 NOT PROVIDE AN ASSUMED PROPERTY LINE BETWEEN THE 2
 STRUCTURES NOR SHOW WALL AND WINDOW RATINGS BECAUSE OF
 THE CLOSENESS OF THE 2 STRUCTURES. SEE 2017 FBC-B
 SECTIONS:
 TABLE 602 FIRE RESISTANCE RATINGS FOR EXTERIOR WALLS
 BASED ON FIRE SEPARATION DISTANCE
 TABLE 705.8 FIRE SEPARATION DISTANCE AND DEGREE OF
 OPENING PROTECTIVES.
  
 4) STAIR & RAMP SHEETS 11-19ALL SHOW THEY ARE APPROVED
 IN TEXAS, THEY DO NOT SHOW A FLORIDA REGISTERED
 ENGINEER. FLORIDA STATUTE 471.
  
 5) SHEET 10 THE ACCESSIBLE RAMP SHEET INDICATES THE TOP
 LANDING IS 5 FEET 4 INCHES BY 5 FEET 4 INCHES. THE PLAN
 IS NOT CLEAR IF THIS IS A OUTSIDE MEASUREMENT OR INSIDE
 MEASUREMENT OF THE GUARDRAIL? THE TOP LANDING MUST BE A
 CLEAR LANDING OF 60 INCHES BY 60 INCHES CLEAR. 2017
 FBC-ACCESSIBILITY CODE 405.7.4.
  
 6) SHEET 10 THERE IS NO DIMENSION FROM THE LATCH SIDE
 OF THE DOOR TO THE GUARDRAIL TO THE RIGHT SIDE OF THE
 DOOR. WHEN CALIBRATING THE PLAN AND MEASURING THE
 DISTANCE FROM THE EDGE OF DOOR TO THE GUARDRAIL THERE
 APPEARS TO BE ONLY 18 INCHES. THE 2017
 FBC-ACCESSIBILITY CODE REQUIRES 2-0 FEET MANEUVERING
 CLEARANCE SEE FIGURE 404.2.4.1(H).
  
 7) SHEET 2 SHOWS THE MANUFACTURES BUILDING FLOOR PLAN
 AND NO LAYOUT OF THE STAIRS AND LANDING NOR THE RAMP
 AND TOP LANDING. THE SHEET 10 FOR THE RAMP INDICATES
 THE RAMP AND TOP LANDING ARE 35 FEET 4 INCHES LONG THE
 DISTANCE BETWEEN THE 2 DOORS IS ONLY 31.20 FEET. PLEASE
 PROVIDE THE FLOOR PLAN WITH BOTH LANDINGS FOR DOOR AND
 RAMP PLUS THE STAIR AND RAMP. 107.2.1.2 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 8) PLEASE PROVIDE HOW LONG THIS UNIT IS INTENDED TO BE
 AT THIS SITE, MAY REQUIRE IMPACT FEES.
  
 9) 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.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19
 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2020-11-16 Cont ID  
Sent By jleahy Date 2020-11-16 Time 09:22 Rev Time 0.00
Received By jleahy Date 2020-11-16 Time 09:13 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2020-10-13 Cont ID  
Sent By jleahy Date 2020-10-13 Time 14:08 Rev Time 0.00
Received By jleahy Date 2020-10-13 Time 14:03 Sent To  
Notes
2020-10-13 14:09:09SEE ORIGINAL COMMENTS JLEAHY
  
 HOW DOES POWER GET TO THE TRAILER????
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2020-09-14 Cont ID  
Sent By jleahy Date 2020-09-14 Time 06:50 Rev Time 0.00
Received By jleahy Date 2020-09-11 Time 14:24 Sent To  
Notes
2020-09-14 06:52:29FLORIDA BUILDING CODE 2017 6TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2017 6TH ED
 NFPA 70 2014 EDITION
  
 JAKE LEAHY BN, BU, PX
 ELECTRICAL PLANS EXAMINER II
 561-805-6713
 [email protected]
  
 NEED TO SHOW SERVICE AND LOCATION OF TE SERVICE, PLEASE
 INCLUDE WIRE SIZES AND PANEL AND DISCONNECT SIZES ALSO.
 215.5
  
 PROVIDE AIC RATING CALCULATION IN ACCORDANCE WITH
 110.9, 110.10
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2020-10-02 Cont ID  
Sent By pleduc Date 2020-10-02 Time   Rev Time 0.00
Received By pleduc Date 2020-10-02 Time 15:22 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status F Date 2020-09-10 Cont ID  
Sent By pleduc Date 2020-09-10 Time   Rev Time 0.00
Received By pleduc Date 2020-09-10 Time 09:51 Sent To  
Notes
2020-09-10 09:53:22PREVIOUS FIRE COMMENTS NOT ADDRESSED.
  
 PERVIOUS COMMENTS RE-POSTED BELOW:
  
 HIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 CONSTRUCTION TRAILERS
  
  
 1) THE SITE PLAN INDICATED THE LOCATION OF THE TRAILER
 TOO CLOSE TO THE PROPOSED BUILDING.
  
 PER NFPA 241, 4.2 TEMPORARY OFFICES AND SHEDS; TABLE
 4.2.1 SEPARATION DISTANCES, FIRE SPRINKLERS ARE
 REQUIRED IN EACH TRAILER.
  
 4.2.1* SEPARATION DISTANCES BETWEEN BUILDINGS UNDER
 CONSTRUCTION AND CONSTRUCTION-RELATED STRUCTURES, SUCH
 AS TEMPORARY OFFICES, TRAILERS, SHEDS, AND OTHER
 FACILITIES FOR THE STORAGE OF TOOLS AND MATERIALS
 HAVING COMBUSTIBLE CONSTRUCTION OR CONTENTS, SHALL BE
 IN ACCORDANCE WITH TABLE 4.2.1.
  
 1) 20 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 30 FEET
 2) 30 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 35 FEET
 3) 40 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 40 FEET
 4) 50 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 45 FEET
 5) 60 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 50 FEET
 6) GREATER THAN 60 FEET EXPOSED LENGTH SHALL BE
 SEPARATED FROM ADJACENT STRUCTURES BY AT LEAST 60 FEET
 **A 75 PERCENT REDUCTION IN SEPARATION DISTANCES SHALL
 BE PERMITTED TO BE APPLIED, PROVIDED AUTOMATIC
 SPRINKLER PROTECTION IS USED IN THE EXPOSING STRUCTURE.
  
 NOTES:
 (1) WHERE THE SEPARATION DISTANCE BETWEEN TEMPORARY
 STRUCTURES IS LESS THAN THE MINIMUM SEPARATION
 DISTANCE, THEN THE EXPOSING WALL LENGTH SHALL BE
 CONSIDERED TO BE THE SUM OF THE INDIVIDUAL EXPOSING
 WALL LENGTHS OF THE TEMPORARY STRUCTURES.
 (2) A 75 PERCENT REDUCTION IN SEPARATION DISTANCES
 SHALL BE PERMITTED TO BE APPLIED, PROVIDED AUTOMATIC
 SPRINKLER PROTECTION IS USED IN THE EXPOSING STRUCTURE.
 (3) THE SEPARATION DISTANCES APPLY TO SINGLE-LEVEL
 STRUCTURES ONLY. THIS TABLE DOES NOT APPLY TO
 MULTILEVEL, UNSPRINKLERED STRUCTURES. A LEVEL, WHERE
 APPLYING THIS TABLE, IS 3600 MM (144 IN.).
  
 4.2.2* DETACHMENT BETWEEN TEMPORARY STRUCTURES,
 ADEQUATE TEMPORARY FIXED FIRE PROTECTION SYSTEMS, AND
 PORTABLE EQUIPMENT SHALL BE PROVIDED AS REQUIRED BY THE
 AUTHORITY HAVING JURISDICTION.
  
 PLEASE PROVIDE THE LOCATION AND APPLICABLE CODE
 REQUIRED SEPARATION DISTANCE FROM THE PROPOSED OR
 EXISTING BUILDING OR PROVIDE FIRE SPRINKLERS FOR A 75%
 REDUCTION OF THE REQUIRED SEPARARTION.
  
  
 2) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
 3) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2020-09-02 Cont ID  
Sent By pleduc Date 2020-09-02 Time   Rev Time 0.00
Received By pleduc Date 2020-09-02 Time 16:14 Sent To  
Notes
2020-09-02 16:18:03THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 CONSTRUCTION TRAILERS
  
  
 1) THE SITE PALN INDICATED THE LOCATION OF THE TRAILER
 TOO CLOSE TO THE PROPOSED BUILDING.
  
 PER NFPA 241, 4.2 TEMPORARY OFFICES AND SHEDS; TABLE
 4.2.1 SEPARATION DISTANCES, FIRE SPRINKLERS ARE
 REQUIRED IN EACH TRAILER.
  
 4.2.1* SEPARATION DISTANCES BETWEEN BUILDINGS UNDER
 CONSTRUCTION AND CONSTRUCTION-RELATED STRUCTURES, SUCH
 AS TEMPORARY OFFICES, TRAILERS, SHEDS, AND OTHER
 FACILITIES FOR THE STORAGE OF TOOLS AND MATERIALS
 HAVING COMBUSTIBLE CONSTRUCTION OR CONTENTS, SHALL BE
 IN ACCORDANCE WITH TABLE 4.2.1.
  
 1) 20 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 30 FEET
 2) 30 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 35 FEET
 3) 40 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 40 FEET
 4) 50 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 45 FEET
 5) 60 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 50 FEET
 6) GREATER THAN 60 FEET EXPOSED LENGTH SHALL BE
 SEPARATED FROM ADJACENT STRUCTURES BY AT LEAST 60 FEET
 **A 75 PERCENT REDUCTION IN SEPARATION DISTANCES SHALL
 BE PERMITTED TO BE APPLIED, PROVIDED AUTOMATIC
 SPRINKLER PROTECTION IS USED IN THE EXPOSING STRUCTURE.
  
 NOTES:
 (1) WHERE THE SEPARATION DISTANCE BETWEEN TEMPORARY
 STRUCTURES IS LESS THAN THE MINIMUM SEPARATION
 DISTANCE, THEN THE EXPOSING WALL LENGTH SHALL BE
 CONSIDERED TO BE THE SUM OF THE INDIVIDUAL EXPOSING
 WALL LENGTHS OF THE TEMPORARY STRUCTURES.
 (2) A 75 PERCENT REDUCTION IN SEPARATION DISTANCES
 SHALL BE PERMITTED TO BE APPLIED, PROVIDED AUTOMATIC
 SPRINKLER PROTECTION IS USED IN THE EXPOSING STRUCTURE.
 (3) THE SEPARATION DISTANCES APPLY TO SINGLE-LEVEL
 STRUCTURES ONLY. THIS TABLE DOES NOT APPLY TO
 MULTILEVEL, UNSPRINKLERED STRUCTURES. A LEVEL, WHERE
 APPLYING THIS TABLE, IS 3600 MM (144 IN.).
  
 4.2.2* DETACHMENT BETWEEN TEMPORARY STRUCTURES,
 ADEQUATE TEMPORARY FIXED FIRE PROTECTION SYSTEMS, AND
 PORTABLE EQUIPMENT SHALL BE PROVIDED AS REQUIRED BY THE
 AUTHORITY HAVING JURISDICTION.
  
 PLEASE PROVIDE THE LOCATION AND APPLICABLE CODE
 REQUIRED SEPARATION DISTANCE FROM THE PROPOSED OR
 EXISTING BUILDING OR PROVIDE FIRE SPRINKLERS FOR A 75%
 REDUCTION OF THE REQUIRED SEPARARTION.
  
  
 2) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
 3) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2020-08-28 Cont ID  
Sent By pleduc Date 2020-08-28 Time   Rev Time 0.00
Received By pleduc Date 2020-08-28 Time 15:36 Sent To  
Notes
2020-08-28 15:44:58THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) THERE IS NO SITE PLAN SHOWING THE EXACT LOCATION OF
 THE TRAILER INCLUDING PROPERETY LINE, BUILDINGS AND
 OTHER IMPORTANT OBJECTS.
  
 PLEASE PROVIDE A DETAILED SITE PLAN INCLUDING
 DIMENSIONS.
  
  
 2) PLEASE PROIVDE A BIEF SCOPE OF WORK NARRATIVE FOR
 THE PROJECT INCLUDING HOW LONG THE TRAILER IS PROPOSED
 TO BE THERE.
  
 PLEASE PROVIDE.
  
  
 3) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
 4) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2020-11-16 Cont ID  
Sent By pvalenti Date 2020-11-16 Time 17:40 Rev Time 0.00
Received By pvalenti Date 2020-11-16 Time 07:46 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2020-10-13 Cont ID  
Sent By shill Date 2020-10-13 Time 16:29 Rev Time 0.00
Received By shill Date 2020-09-30 Time 14:13 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2020-09-22 Cont ID  
Sent By shill Date 2020-09-22 Time 12:39 Rev Time 0.00
Received By shill Date 2020-08-28 Time 15:15 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status N Date 2020-10-19 Cont ID  
Sent By shill Date 2020-10-19 Time 17:05 Rev Time 0.00
Received By shill Date 2020-10-09 Time 14:39 Sent To  
Notes
2020-10-19 17:06:00SEE EMAIL FROM WILLIE SWOOPE DATED 10/13 (ADDED TO
 SUPPORTING DOCS)
  
2020-10-09 14:39:4510/9/20 EMAILED IMPACT OFFICE FOR REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2020-10-08 Cont ID  
Sent By shill Date 2020-10-08 Time 10:30 Rev Time 0.00
Received By shill Date 2020-10-08 Time 10:30 Sent To  
Notes
2020-10-08 10:31:00PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECTDOX UPON NOTIFICATION BY THIS
 OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST
 FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE
 OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL
 IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME
 THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM
 CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF
  
 UPON APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE
 RECEIPT TO YOUR PROJECT OR EMAIL IT TO
 [email protected] .
  
 IMPACT FEES - PAPER SUBMITTALS
  
 PLANS REQUIRE REVIEW BY THE PBC IMPACT FEE OFFICE. CALL
 (561) 233-5025. UPON APPROVAL, YOU MAY CHECK OUT ONE
 PLAN SET AND TAKE TO THAT OFFICE FOR REVIEW. PLEASE
 RETURNED STAMPED AND WITH A COPY OF THE RECEIPT AS
 APPLICABLE. PLEASE PROVIDE THE MUNICIPAL IMPACT FEE
 QUESTIONNAIRE FORM TO THE PBC IMPACT FEE OFFICE. THE
 FORM CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/AD
 MINISTRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF
  
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status N Date 2020-10-29 Cont ID  
Sent By medwards Date 2020-10-01 Time 12:11 Rev Time 0.00
Received By medwards Date 2020-10-01 Time 10:36 Sent To  
Notes
2020-10-01 12:11:462ND REVIEW FBC-2017 MECHANICAL
 PERMIT-20081311
  
 CODES IN EFFECT:
  
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PLEASE PROVIDE DETAILS OF HOW THE TEMPORARY FUEL
 STORAGE TANKS WILL MEET NFPA 30A-2015 SECTION 4.3.10
 DOCUMENTATION PROVIDED IN THIS SUBMITTAL. FBC 107.2.1
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE OLD
 SHEETS FROM THE PLAN SETS, BIND THEM TOGETHER
 SEPARATELY AND MARK VOID OR OLD ON THEM. PLEASE RETAIN
 THEM FOR REFERENCE WITH THE NEW SUBMITTED PLANS. THIS
 PROCESS WILL ALSO APPLY TO ANY DOCUMENTS SUCH AS
 PRODUCT APPROVALS OR CALCULATIONS BEING REPLACED OR
 UPDATED.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2020-09-10 Cont ID  
Sent By medwards Date 2020-09-09 Time 12:00 Rev Time 0.00
Received By medwards Date 2020-09-09 Time 12:00 Sent To  
Notes
2020-09-10 09:30:011ST REVIEW FBC-2017 MECHANICAL
 PERMIT-20081311
  
 CODES IN EFFECT:
  
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PLEASE PROVIDE DETAILS AND SPEC SHEETS OF THE
 GENERATORS AND THE FUEL TANKS. IT MENTIONS PORTABLE
 GENERATORS, IS THERE GOING TO BE ANY PIPING FROM TANK
 TO GENERATORS? WHAT KIND OF TANKS ARE GOING TO BE USED?
 HOW ARE YOU GOING TO SECURE THE TANKS? HOW ARE YOU
 GOING TO PROTECT THE TANKS AND THE GENERATORS FROM
 VEHICULAR TRAFFIC? THE GENERATOR AND FUEL SUPPLY SHOULD
 BE SUBMITTED AS A SEPARATE SUBMITTAL. FBC FS 107.2.1
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE OLD
 SHEETS FROM THE PLAN SETS, BIND THEM TOGETHER
 SEPARATELY AND MARK VOID OR OLD ON THEM. PLEASE RETAIN
 THEM FOR REFERENCE WITH THE NEW SUBMITTED PLANS. THIS
 PROCESS WILL ALSO APPLY TO ANY DOCUMENTS SUCH AS
 PRODUCT APPROVALS OR CALCULATIONS BEING REPLACED OR
 UPDATED.
  
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 3 Status P Date 2020-11-16 Cont ID  
Sent By pvalenti Date 2020-11-16 Time 16:48 Rev Time 0.00
Received By pvalenti Date 2020-11-16 Time 15:23 Sent To  
Notes
2020-11-16 16:58:54PETER E VALENTI
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6673
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
 FBC M = FBC MECHANICAL
 FBC FG = FBC FUEL GAS
  
 3RD NFIP REVIEW APPROVED WITH PROVISOS:
  
 1) PLEASE REMOVE THE MECHANICAL EQUIPMENT FROM THE
 SURVEY AND RESUBMIT.
  
 2) PLEASE PROVIDE AN ELEVATION CERTIFICATE DUE TO FLOOD
 ZONE LOCATION. THE ELEVATION CERTIFICATE MUST BE
 COMPLETED AS PER THE "FEMA NATIONAL FLOOD INSURANCE
 PROGRAM ELEVATION CERTIFICATE INSTRUCTIONS" AND THE
 CITY OF WEST PALM BEACH REQUIREMENTS, ALL EQUIPMENT PAD
 ELEVATIONS MUST BE INCLUDED.
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 2 Status F Date 2020-11-02 Cont ID  
Sent By shill Date 2020-11-02 Time 08:07 Rev Time 0.00
Received By shill Date 2020-11-02 Time 08:07 Sent To  
Notes
2020-11-02 08:08:25CHANGED TO FAIL; NEW REVIEW REQUIRED (GENERATOR TO BE
 REMOVED)
  
 PROVISO:
  
 MECHANICAL EQUIPMENT TO BE RAISED TO 15.9' NAVD88, THEN
 SUBMIT A NEW ELEVATION CERTIFICATE FOR REVIEW AS A
 SUBMITTAL
  
  
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status F Date 2020-10-13 Cont ID  
Sent By shill Date 2020-10-13 Time 16:28 Rev Time 0.00
Received By shill Date 2020-10-13 Time 16:28 Sent To  
Notes
2020-10-13 16:28:57SEE BUILDING
Review Stop P PLUMBING
Rev No 3 Status P Date 2020-09-24 Cont ID  
Sent By jesmith Date 2020-09-24 Time 15:32 Rev Time 0.00
Received By jesmith Date 2020-09-24 Time 15:09 Sent To  
Notes
2020-09-24 15:31:2820081311 2277 PALM BEACH LAKES BLVD
  
 PLUMBING COMMENTS: APPROVED
  
 ALL WORK PER STATE AND CITY CODES SUBJECT TO FIELD
 INSPECTOR'S APPROVAL
  
 PROVISO: SEE PLAN PAGE 5 OF 7 (P5); PER FBC PL 608.8.1,
 PROVIDE AT ALL NON-POTABLE WATER OUTLETS, SIGNAGE
 STATING ?NON POTABLE WATER IS UTILIZED FOR HANDWASHING
 AND FLUSHING OF TOILETS; CAUTION: NONPOTABLE WATER-DO
 NOT DRINK? WITH PICTOGRAPH-DO NOT DRINK INDICATED AS
 FIGURE 608.8.1.
  
 PROVISO: SEE PLAN PAGE 5 OF 7 (P5); PROVIDE FROM
 PROVIDER OF SANITARY AND NON-POTABLE HOLDING TANKS
 SERVICE/MAINTENANCE/PUMP-OUT SCHEDULES AS APPLICABLE.
 SCHEDULE(S) SHALL BE ON SITE PRIOR TO FINAL INSPECTION.
  
 SEE PLAN PAGE 5 OF 7 (P5); SEE EMAIL DATED 9/24/2020
 FROM BILL SCHAEFER | PROJECT MANAGER/SATELLITE
 SHELTERS, INC. CONFIRMING OPTIONAL PLUMBING PLAN
 WITHOUT THE DRINKING / WATER FOUNTAIN IS APPLICABLE.
  
 SEE PLAN PAGE SITE REVISED PLAN;SEE EMAIL DATED
 9/24/2020 FROM BILL SCHAEFER | PROJECT
 MANAGER/SATELLITE SHELTERS, INC. CLARIFYING SITE PLAN
 SHOWING WATER TANK: THE NON-POTABLE WATER TANK AND 275
 GALLON SANITARY TANK ARE DIRECTLY ADJACENT TO EACH
 OTHER. 9/24/2020
  
 PROVISO: ACCESSIBILITY; REVISED SEE PLAN PAGE 1 OF 7
 (P1)
 A. 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 MINIMUM TO 18
 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION PER FBC
 ACC 604.2
 B. CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES
 MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND
 56 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE REAR
 WALL PER FBC ACC 604.3.1
 C. THE SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG
 MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM THE
 REAR WALL AND EXTENDING 54 INCHES MINIMUM FROM THE REAR
 WALL PER FBC ACC 604.5.1
 D. THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG
 MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER
 CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24 INCHES
 MINIMUM ON THE OTHER SIDE PER FBC ACC 604.5.2
 E. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC.
 HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH 309.
 FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE
 WATER CLOSET PER FBC ACC 604.6
 F. TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND
 SHALL BE 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT
 OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE
 DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 15
 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH
 FLOOR AND SHALL NOT BE LOCATED BEHIND GRAB BARS PER FBC
 ACC 604.8.
 G. THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH
 FLOOR SHALL BE 17 INCHES (430 MM) MINIMUM AND 19 INCHES
 (485 MM) MAXIMUM MEASURED TO THE TOP OF THE SEAT. SEATS
 SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION PER
 FBC ACC 604.4.
 H. PER FBC ACC 609.4, GRAB BARS SHALL BE INSTALLED IN A
 HORIZONTAL POSITION, 33 INCHES MINIMUM AND 36 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP (NOT
 THE CENTER) OF THE GRIPPING SURFACE,
 I. LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE
 FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34
 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND PER FBC
 ACC 606.3, ADDITIONALLY SHOW TOE AND KNEE CLEARANCE AS
 REQUIRED BY FBC ACC 306.2 AND 306.3
 J. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS
 SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE
 REFLECTING SURFACE 40 INCHES (1015 MM) MAXIMUM ABOVE
 THE FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE
 LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE
 BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES (890
 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND PER FBC
 ACC 603.3.
  
  
  
  
  
 20081311 2277 PALM BEACH LAKES BLVD
Review Stop P PLUMBING
Rev No 2 Status F Date 2020-09-15 Cont ID  
Sent By jesmith Date 2020-09-15 Time 09:38 Rev Time 0.00
Received By jesmith Date 2020-09-10 Time 09:32 Sent To  
Notes
2020-09-15 09:38:20CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 WPB CCCM=WEST PALM BEACH CROSS-CONNECTION CONTROL
 MANUAL REVISED 2017
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2017 6TH EDITION
 FBC PL = FLORIDA PLUMBING CODE 2017 6TH EDITION
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 20081311 2277 PALM BEACH LAKES BLVD
  
  
 2ND REVIEW
 PLUMBING COMMENTS: DENIED; SEE ITEM 2 COMMENT BELOW
  
 1. PER WPB FBC 107.2.1, CLEARLY INDICATE ON PLAN SHEET
 5 OF 7 WHETHER THE PLUMBING PLAN OR THE OPTIONAL
 PLUMBING PLAN IS APPLICABLE; SANITARY AND WATER RISERS
 SHALL REFLECT THE APPLICATION.
 COMMENT
 SEE PLAN SHEET 5 OF 7 PLUMBING PROVISO: PER PERMIT
 APPLICANT?S RESPONSE LETTER DATED 9/4/2020, THE
 PLUMBING PLAN IS APPLICABLE.
  
 2. PER WPB FBC 107.2.1, CLEARLY INDICATE ON THE SURVEY
 THE METER AND BACKFLOW PREVENTER DESIGNATED TO PROVIDE
 POTABLE WATER TO THE UNIT. PROVIDE ROUTING AND SIZING
 OF WATER SERVICE TO THE POINT OF CONNECTION AT THE
 TRAILER. PROVIDE SPEC/DETAIL FOR LEAD FREE RPZ BFP.
 COMMENT
 SEE PLAN SHEET SURVEY DENIED REGARDING THE PERMIT
 APPLICANT?S RESPONSE LETTER DATED 9/4/2020, PER FBC PL
 602.3, THE USE OF FRESH WATER SUPPLY TANK CONNECTED TO
 THE INTERNAL SYSTEM IS NOT PERMITTED AS THERE IS
 POTABLE CITY UTILITIES WATER AVAILABLE; PROVIDE ROUTING
 AND SIZING OF WATER SERVICE TO THE POINT OF CONNECTION
 TO THE TRAILER. PER WPB FBC 107.2.1, PROVIDE
 SPEC/DETAIL OF LEAD FREE RPZ AND COMPLY WITH THE
 REQUIREMENTS OF FBC PL SECTION 608.
  
 3. PER WPB FBC 107.2.1, CLEARLY INDICATE ON THE SURVEY
 ONE OF THE FOLLOWING;
 A. THE CAPACITY AND LOCATION OF A PORTABLE SANITARY
 HOLDING TANK
 B. PROVIDE A BUILDING SEWER AND CONNECTION TO THE CITY
 SEWAGE SYSTEM
 COMMENT
 SEE PLAN SHEET SURVEY AND PLAN SHEET 5 OF 7 PLUMBING
 PROVISO: PER PERMIT APPLICANT?S RESPONSE LETTER DATED
 9/4/2020, A 275 GALLON SANITARY HOLDING TANK IS TO BE
 LOCATED AT THE HITCH END OF THE TRAILER.
  
 4. PER WPB FBC 107.2.1, CLEARLY INDICATE THE FUEL
 SOURCE AND TYPE FOR THE PORTABLE GENERATORS NOTED ON
 THE SURVEY.
 COMMENT
 SEE PLAN SHEET SURVEY PER PERMIT APPLICANT?S RESPONSE
 LETTER DATED 9/4/2020, EACH USE TYPE 2 DIESEL, EQUIPPED
 WITH 90 GALLON FUEL TANK. EXTRA TANK SIZE 500 GALLON.
 THIS RESPONSE HAS BEEN REFERRED TO MECHANICAL PLANS
 EXAMINER FOR REVIEW.
  
  
  
 PROVISO: ACCESSIBILITY; SEE PLAN PAGE 1 OF 7
 A. 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 MINIMUM TO 18
 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION PER FBC
 ACC 604.2
 B. CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES
 MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND
 56 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE REAR
 WALL PER FBC ACC 604.3.1
 C. THE SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG
 MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM THE
 REAR WALL AND EXTENDING 54 INCHES MINIMUM FROM THE REAR
 WALL PER FBC ACC 604.5.1
 D. THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG
 MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER
 CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24 INCHES
 MINIMUM ON THE OTHER SIDE PER FBC ACC 604.5.2
 E. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC.
 HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH 309.
 FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE
 WATER CLOSET PER FBC ACC 604.6
 F. TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND
 SHALL BE 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT
 OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE
 DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 15
 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH
 FLOOR AND SHALL NOT BE LOCATED BEHIND GRAB BARS PER FBC
 ACC 604.8.
 G. THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH
 FLOOR SHALL BE 17 INCHES (430 MM) MINIMUM AND 19 INCHES
 (485 MM) MAXIMUM MEASURED TO THE TOP OF THE SEAT. SEATS
 SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION PER
 FBC ACC 604.4.
 H. PER FBC ACC 609.4, GRAB BARS SHALL BE INSTALLED IN A
 HORIZONTAL POSITION, 33 INCHES MINIMUM AND 36 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP (NOT
 THE CENTER) OF THE GRIPPING SURFACE,
 I. LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE
 FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34
 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND PER FBC
 ACC 606.3, ADDITIONALLY SHOW TOE AND KNEE CLEARANCE AS
 REQUIRED BY FBC ACC 306.2 AND 306.3
 J. UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE
 COMPLYING WITH 305 POSITIONED FOR A FORWARD APPROACH
 AND CENTERED ON THE UNIT. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED PER FBC ACC 602.2
 K. DRINKING FOUNTAINS SHALL COMPLY WITH 307 AND 602 PER
 FBC ACC 602.1.
 L. UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE
 COMPLYING WITH 305 POSITIONED FOR A FORWARD APPROACH
 AND CENTERED ON THE UNIT. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED PER FBC ACC 602.2.
 M. OPERABLE PARTS SHALL COMPLY WITH 309 PER FBC ACC
 602.3.
 N. SPOUT OUTLETS SHALL BE 36 INCHES (915 MM) MAXIMUM
 ABOVE THE FINISH FLOOR OR GROUND PER FBC ACC 602.4.
 O. THE SPOUT SHALL BE LOCATED 15 INCHES (380 MM)
 MINIMUM FROM THE VERTICAL SUPPORT AND 5 INCHES (125 MM)
 MAXIMUM FROM THE FRONT EDGE OF THE UNIT, INCLUDING
 BUMPERS PER FBC ACC 602.5.
 P. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 INCHES
 (100 MM) HIGH MINIMUM AND SHALL BE LOCATED 5 INCHES
 (125 MM) MAXIMUM FROM THE FRONT OF THE UNIT. THE ANGLE
 OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY
 RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS
 ARE LOCATED LESS THAN 3 INCHES (75 MM) OF THE FRONT OF
 THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30
 DEGREES MAXIMUM. WHERE SPOUTS ARE LOCATED BETWEEN 3
 INCHES (75 MM) AND 5 INCHES (125 MM) MAXIMUM FROM THE
 FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL
 BE 15 DEGREES MAXIMUM PER FBC ACC 602.6.
 Q. SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING
 PERSONS SHALL BE 38 INCHES (965 MM) MINIMUM AND 43
 INCHES (1090 MM) MAXIMUM ABOVE THE FINISH FLOOR OR
 GROUND PER FBC ACC 607.2.
 R. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS
 SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE
 REFLECTING SURFACE 40 INCHES (1015 MM) MAXIMUM ABOVE
 THE FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE
 LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE
 BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES (890
 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND PER FBC
 ACC 603.3.
  
 END OF COMMENTS.
 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.
 ALL PLANS TO BE DIGITALLY SIGNED AND SEALED BY THE
 DESIGNER IN ACCORDANCE WITH FAC AND FS.
  
  
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 PHONE 561-246-0882 MOBILE
  
 20081311 2277 PALM BEACH LAKES BLVD
  
  
2020-09-10 08:19:17FOR JERRY SMITH
Review Stop P PLUMBING
Rev No 1 Status F Date 2020-09-01 Cont ID  
Sent By jesmith Date 2020-09-01 Time 14:04 Rev Time 0.00
Received By jesmith Date 2020-09-01 Time 12:38 Sent To  
Notes
2020-09-01 14:04:04CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 WPB CCCM=WEST PALM BEACH CROSS-CONNECTION CONTROL
 MANUAL REVISED 2017
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2017 6TH EDITION
 FBC PL = FLORIDA PLUMBING CODE 2017 6TH EDITION
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 20081311 2277 PALM BEACH LAKES BLVD
  
  
 1ST REVIEW
 PLUMBING COMMENTS: DENIED
  
 1. PER WPB FBC 107.2.1, CLEARLY INDICATE ON PLAN SHEET
 5 OF 7 WHETHER THE PLUMBING PLAN OR THE OPTIONAL
 PLUMBING PLAN IS APPLICABLE; SANITARY AND WATER RISERS
 SHALL REFLECT THE APPLICATION.
 2. PER WPB FBC 107.2.1, CLEARLY INDICATE ON THE SURVEY
 THE METER AND BACKFLOW PREVENTER DESIGNATED TO PROVIDE
 POTABLE WATER TO THE UNIT. PROVIDE ROUTING AND SIZING
 OF WATER SERVICE TO THE POINT OF CONNECTION AT THE
 TRAILER. PROVIDE SPEC/DETAIL FOR LEAD FREE RPZ BFP.
 3. PER WPB FBC 107.2.1, CLEARLY INDICATE ON THE SURVEY
 ONE OF THE FOLLOWING;
 A. THE CAPACITY AND LOCATION OF A PORTABLE SANITARY
 HOLDING TANK
 B. PROVIDE A BUILDING SEWER AND CONNECTION TO THE CITY
 SEWAGE SYSTEM
 4. PER WPB FBC 107.2.1, CLEARLY INDICATE THE FUEL
 SOURCE AND TYPE FOR THE PORTABLE GENERATORS NOTED ON
 THE SURVEY.
  
  
 PROVISO: ACCESSIBILITY; SEE PLAN PAGE 1 OF 7
 A. 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 MINIMUM TO 18
 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION PER FBC
 ACC 604.2
 B. CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES
 MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND
 56 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE REAR
 WALL PER FBC ACC 604.3.1
 C. THE SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG
 MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM THE
 REAR WALL AND EXTENDING 54 INCHES MINIMUM FROM THE REAR
 WALL PER FBC ACC 604.5.1
 D. THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG
 MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER
 CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24 INCHES
 MINIMUM ON THE OTHER SIDE PER FBC ACC 604.5.2
 E. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC.
 HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH 309.
 FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE
 WATER CLOSET PER FBC ACC 604.6
 F. TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND
 SHALL BE 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT
 OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE
 DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 15
 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH
 FLOOR AND SHALL NOT BE LOCATED BEHIND GRAB BARS PER FBC
 ACC 604.8.
 G. THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH
 FLOOR SHALL BE 17 INCHES (430 MM) MINIMUM AND 19 INCHES
 (485 MM) MAXIMUM MEASURED TO THE TOP OF THE SEAT. SEATS
 SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION PER
 FBC ACC 604.4.
 H. PER FBC ACC 609.4, GRAB BARS SHALL BE INSTALLED IN A
 HORIZONTAL POSITION, 33 INCHES MINIMUM AND 36 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP (NOT
 THE CENTER) OF THE GRIPPING SURFACE,
 I. LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE
 FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34
 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND PER FBC
 ACC 606.3, ADDITIONALLY SHOW TOE AND KNEE CLEARANCE AS
 REQUIRED BY FBC ACC 306.2 AND 306.3
 J. UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE
 COMPLYING WITH 305 POSITIONED FOR A FORWARD APPROACH
 AND CENTERED ON THE UNIT. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED PER FBC ACC 602.2
 K. DRINKING FOUNTAINS SHALL COMPLY WITH 307 AND 602 PER
 FBC ACC 602.1.
 L. UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE
 COMPLYING WITH 305 POSITIONED FOR A FORWARD APPROACH
 AND CENTERED ON THE UNIT. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED PER FBC ACC 602.2.
 M. OPERABLE PARTS SHALL COMPLY WITH 309 PER FBC ACC
 602.3.
 N. SPOUT OUTLETS SHALL BE 36 INCHES (915 MM) MAXIMUM
 ABOVE THE FINISH FLOOR OR GROUND PER FBC ACC 602.4.
 O. THE SPOUT SHALL BE LOCATED 15 INCHES (380 MM)
 MINIMUM FROM THE VERTICAL SUPPORT AND 5 INCHES (125 MM)
 MAXIMUM FROM THE FRONT EDGE OF THE UNIT, INCLUDING
 BUMPERS PER FBC ACC 602.5.
 P. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 INCHES
 (100 MM) HIGH MINIMUM AND SHALL BE LOCATED 5 INCHES
 (125 MM) MAXIMUM FROM THE FRONT OF THE UNIT. THE ANGLE
 OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY
 RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS
 ARE LOCATED LESS THAN 3 INCHES (75 MM) OF THE FRONT OF
 THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30
 DEGREES MAXIMUM. WHERE SPOUTS ARE LOCATED BETWEEN 3
 INCHES (75 MM) AND 5 INCHES (125 MM) MAXIMUM FROM THE
 FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL
 BE 15 DEGREES MAXIMUM PER FBC ACC 602.6.
 Q. SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING
 PERSONS SHALL BE 38 INCHES (965 MM) MINIMUM AND 43
 INCHES (1090 MM) MAXIMUM ABOVE THE FINISH FLOOR OR
 GROUND PER FBC ACC 607.2.
 R. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS
 SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE
 REFLECTING SURFACE 40 INCHES (1015 MM) MAXIMUM ABOVE
 THE FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE
 LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE
 BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES (890
 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND PER FBC
 ACC 603.3.
  
 END OF COMMENTS.
 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.
 ALL PLANS TO BE DIGITALLY SIGNED AND SEALED BY THE
 DESIGNER IN ACCORDANCE WITH FAC AND FS.
  
  
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 PHONE 561-246-0882 MOBILE
  
 20081311 2277 PALM BEACH LAKES BLVD
  
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2020-12-17 Cont ID  
Sent By shill Date 2020-12-17 Time 05:38 Rev Time 0.00
Received By shill Date 2020-12-17 Time 05:38 Sent To  
Notes
2020-12-17 05:39:30PLANS ARE FOR A STATE APPROVED MANUFACTURED BUILDING
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2020-11-16 Cont ID  
Sent By pvalenti Date 2020-11-16 Time 16:36 Rev Time 0.00
Received By pvalenti Date 2020-11-16 Time 16:36 Sent To  
Notes
2020-11-16 16:41:06PETER E VALENTI
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6673
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
 FBC M = FBC MECHANICAL
 FBC FG = FBC FUEL GAS
  
 3RD SIGNATURE REVIEW APPROVED WITH PROVISO:
  
 PLEASE UPLOAD DOCUMENTS/PLANS WITH 3RD PARTY VERIFIED
 DIGITAL SIGNATURES TO PROJECT DOX.
  
 FS471, DOCUMENTS PREPARED BY AN ENGINEER AND SUBMITTED
 FOR PUBLIC RECORD ARE TO BE SIGNED, SEALED, DATED
 ORIGINALS. A SCAN OF A SIGNED PLAN IS NOT CONSIDERED AN
 ORIGINAL.
  
 EITHER EMAIL A DIGITALLY OR ELECTRONICALLY SIGNED PLAN
 TO ME, OR YOU CAN MAIL ONE ORIGINAL SIGNED AND SEALED
 PAPER ORIGINAL WITH A WET SIGNATURE TO:
  
 PETER E VALENTI
 BUILDING PLANS EXAMINER II
 BUILDING DIVISION
 CITY OF WEST PALM BEACH
 401 CLEMATIS STREET, 1ST FLOOR
 WEST PALM BEACH, FL 33401
  
 FEEL FREE TO CONTACT ME IF YOU WISH TO DISCUSS,
 561-805-6673.
  
  
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Rev No 2 Status F Date 2020-10-04 Cont ID  
Sent By jwitmer Date 2020-10-04 Time 14:57 Rev Time 0.00
Received By jwitmer Date 2020-10-04 Time 14:31 Sent To  
Notes
2020-10-04 14:55:18STAIR & RAMP SHEETS 11-19 ALL SHOW THEY ARE APPROVED IN
 TEXAS, THEY DO NOT SHOW A FLORIDA REGISTERED ENGINEER.
 FLORIDA STATUTE 471.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2020-09-10 Cont ID  
Sent By jwitmer Date 2020-09-10 Time 12:05 Rev Time  
Received By jwitmer Date   Time   Sent To  
Notes
2020-09-10 12:05:06STAIR & RAMP SHEETS 11-19ALL SHOW THEY ARE APPROVED IN
 TEXAS, THEY DO NOT SHOW A FLORIDA REGISTERED ENGINEER.
 FLORIDA STATUTE 471.
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Rev No 2 Status P Date 2020-10-06 Cont ID  
Sent By rthermid Date 2020-10-06 Time   Rev Time 0.00
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Notes
***NONE***
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Rev No 1 Status P Date 2020-09-22 Cont ID  
Sent By rthermid Date 2020-09-22 Time   Rev Time  
Received By rthermid Date 2020-09-22 Time   Sent To I
Notes
***NONE***


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