Plan Review Details - Permit 19060803
Plan Review Stops For Permit 19060803
Review Stop AD ADDRESSING
Rev No 2 Status N Date 2019-09-24 Cont ID  
Sent By shill Date 2019-09-24 Time 07:44 Rev Time 0.00
Received By shill Date 2019-09-16 Time 13:09 Sent To  
Notes
***NONE***
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2019-07-09 Cont ID  
Sent By shill Date 2019-07-09 Time 07:28 Rev Time 0.00
Received By shill Date 2019-07-09 Time 07:28 Sent To  
Notes
2019-07-09 07:28:43FOR ADDRESSING, PLEASE CONTACT (PREFERABLY VIA EMAIL):
  
 MICHAEL ORIO
 GIS SUPPORT SPECIALIST
 [email protected]
 CITY OF WEST PALM BEACH
 INFORMATION TECHNOLOGY DEPARTMENT
 401 CLEMATIS STREET, WEST PALM BEACH, FLORIDA 33401
 P: 561.494.1080
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2019-09-16 Cont ID  
Sent By pvalenti Date 2019-09-16 Time 11:15 Rev Time 0.00
Received By pvalenti Date 2019-09-16 Time 11:15 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2019-08-13 Cont ID  
Sent By jwitmer Date 2019-08-13 Time 12:06 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2019-08-13 12:06:282017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 19060803- IBIS GOLF TRAINING FACILITY
 ADD: 8225 IBIS ROAD
 CONT: THE WEITZ CO.
 TEL: 561-214-1561
 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: TUES. AUGUST 13, 2019
 ACTION: DENIED
  
 1) 2ND REQUEST. THE SUBMITTED SOILS REPORT IS A PAPER
 COPY THAT WAS SCANNED AND UPLOADED INTO THE COMPUTER.
 61G15-23.003 PROCEDURES FOR SIGNING AND SEALING
 ELECTRONICALLY TRANSMITTED PLANS, SPECIFICATIONS,
 REPORTS OR OTHER DOCUMENTS.
 (1) ENGINEERING WORK WHICH MUST BE SEALED UNDER THE
 PROVISIONS OF CHAPTER 471, F.S., STORED OR TRANSMITTED
 IN AN ELECTRONIC FORMAT, SHALL BE SIGNED, DATED AND
 SEALED BY THE PROFESSIONAL ENGINEER IN RESPONSIBLE
 CHARGE.
  
 1ST ROUND COMMENTS. SHEET S-2 UNDER THE HEADING OF
 FOUNDATION INDICATES THERE IS A FOUNDATION
 INVESTIGATION REPORT PREPARED BY TERRACON. PLEASE
 PROVIDE A SIGNED AND SEALED OR ELECTRONIC SIGNATURE AND
 SEAL TO THE BUILDING DEPARTMENT IN COMPLIANCE WITH:
 2017 FBC-B SECTION 2017 FBC-B 1803.5.2 QUESTIONABLE
 SOIL. WHERE THE CLASSIFICATION, STRENGTH OR
 COMPRESSIBILITY OF THE SOIL IS IN DOUBT OR WHERE A
 LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED IN THIS
 CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL BE
 PERMITTED TO REQUIRE THAT A GEOTECHNICAL INVESTIGATION
 BE CONDUCTED.
  
 2) 2ND REQUEST. THE RESPONSE LETTER INDICATES THE
 ENERGY CALCULATIONS WERE SUBMITTED, NOT SHOWING UP AS A
 PLAN OR FILE IN THE FOLDER. THIS REVIEW CYCLE NO ENERGY
 CALCULATIONS WERE SUBMITTED. 2017 FBC-ENERGY CODE:
 C401.2 APPLICATION.
 COMMERCIAL BUILDINGS SHALL COMPLY WITH ONE OF THE
 FOLLOWING:
 1.THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1, EXCLUDING
 SECTION 9.4.1.1(G) OF THE STANDARD.
 2.THE REQUIREMENTS OF SECTIONS C402 THROUGH C405. IN
 ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY
 WITH SECTION C406 AND TENANT SPACES SHALL COMPLY WITH
 SECTION C406.1.1.
 3.THE REQUIREMENTS OF SECTIONS C402.5, C403.2, C404,
 C405.2, C405.3, C405.5, C405.6 AND C407. THE
 BUILDING ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85
 PERCENT OF THE STANDARD REFERENCE DESIGN
 BUILDING.
  
 3) COMPLIED. COMPONENTS AND CLADDING PRESSURES FOR
 ZONES 1,2,3,4 & 5 ARE ALL GOOD AND LISTED IN VASD.
  
 3A-B) THE DESIGNER OF RECORD HAS REQUESTED THE PRODUCT
 APPROVALS TO BE 107.3.4.2 DEFERRED SUBMITTALS. FOR THE
 PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS ARE
 DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE NOT
 SUBMITTED AT THE TIME OF THE APPLICATION AND THAT ARE
 TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A
 SPECIFIED PERIOD. DEFERRAL OF ANY SUBMITTAL ITEMS SHALL
 HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE
 REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
 SHALL LIST THE DEFERRED SUBMITTALS ON THE CONSTRUCTION
 DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
  
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005,
 RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS
 OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS , OVERHEAD COILING DOORS,
 MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATORS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 3C) COMPLIED. DEFERRED SUBMITTAL. 107.3.4.2. SHEET
 AE-103 DETAIL # 6 SHOWS THE INSTALLATION OF A
 GALVANIZED OVERHEAD DOOR & GUIDES. THERE IS ALSO A NOTE
 THAT IF EXPANSION BOLTS ARE INSTALLED PER THE
 MANUFACTURES WRITTEN SPECIFICATION. PLEASE SUBMIT FOR
 REVIEW BY THE DESIGNER OF RECORD AND HIGHLIGHT THE
 BACKSET FROM THE EDGE OF THE CONCRETE COLUMN (SHEET
 S-1FOUNDATION NOTE 5 TC-1 COLUMN) AND THE DERATING OF
 BOLT AND THE REQUIRED SPACING TO MEET THE WIND LOAD
 PRESSURES. 107.2.1.2 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 4) 2ND REQUEST. SHEET AE101 SHOWS THE USE OF A
 DECORATIVE FOAM BAND. . PLEASE SHOW COMPLIANCE WITH
 SECTION 1408 OF THE 2017 FBC-B EFIS. HOW WILL HE EFIS
 TRIM BE ANCHORED TO THE BUILDING SECTIONS 1408.3 AND
 1408.4. 2017 FBC-B SECTION 1408.4 WEATHER RESISTANCE.
 EIFS SHALL COMPLY WITH SECTION 1403 AND SHALL BE
 DESIGNED AND CONSTRUCTED TO RESIST WIND AND RAIN IN
 ACCORDANCE WITH THIS SECTION AND THE MANUFACTURER?S
 APPLICATION INSTRUCTIONS.
  
 5) PLEASE REVIEW SHEET AE102 DETAIL # 2 & 5. THE PLAN
 INDICATES THE INSTALLATION OF HIGH RIB GALVANIZED METAL
 LATH AND THE USE OF 1 INCH WOOD PURLINS TO BE ATTACHED
 TO THE BOTTOM CHORD OF THE WOOD ROOF TRUSSES. PLEASE
 REVIEW IN THE 2017 FBC-B SECTION 2511.1.1 INSTALLATION
 AND TABLE 2511.1.1 LATHING & FURRING (CEMENT PLASTER/
 STUCCO) ASTM C1063.
  
 5A) 2ND REQUEST. NAILS OR SCREWS? THE LENGTH OF
 PENETRATION INTO THE FRAMING MEMBER VARIES.
 1ST ROUND COMMENTS. PLEASE NOTE THIS NOTE DOES NOT
 INDICATE THE ATTACHMENT METHOD OF THE WIRE LATH INTO
 THE HORIZONTAL PURLIN, NOR DOES THE NOTE INDICATE HOW
 THE PURLIN IS TO BE ANCHORED INTO THE BOTTOM OF THE
 ROOF TRUSS?
 WHEN REVIEWING ASTM C1063 IF NAILS ARE TO SECURE THE
 METAL EXPANDED 3/ 8 INCH RIB LATH THE HORIZONTAL PURLIN
 WITH EITHER NAILS OR STAPLES, NOT LESS THAN 1 INCH
 PENETRATION INTO THE HORIZONTAL WOOD FRAMING MEMBER.
 SEE ASTM C1063- 7.10.2.3.
  
 5B) 2ND REQUEST. NAILS OR SCREWS? THE LENGTH OF
 PENETRATION INTO THE FRAMING MEMBER VARIES. 1ST ROUND
 OF COMMENTS. ASTM 1063-7.10.2.5. SCREWS USED TO ATTACH
 METAL PLASTER BASE TO HORIZONTAL AND VERTICAL FRAMING
 MEMBERS SHALL PENETRATE NOT LESS THAN 5/8 INCH INTO THE
 MEMBER WHEN THE LATH IS INSTALLED AND SHALL ENGAGE NOT
 LESS THAN 3 STRANDS OF LATH. WHEN INSTALLING RIB LATH
 THE SCREWS SHALL PASS THROUGH, BUT NOT DEFORM THE RIB.
  
 5C) INFORMATIONAL: PLEASE ALSO NOTE THAT EACH RIB OF
 3/8 INCH EXPANDED RIB LATH (4 INCHES ON CENTER) NEEDS
 TO BE ATTACHED TO THE WOOD FRAMING MEMBER AND TRUSSES
 NOT SPACED MORE THAN 2 FEET ON CENTER. SEE ASTM
 1063-7.10.1.1.
  
 6-7) COMPLIED. ACCESSIBILITY CODE.
  
 8) DIGITAL SUBMITTALS: PLANS WILL BE REVIEWED BY THE
 PBC IMPACT FEE OFFICE DIGITALLY VIA PROJECT DOX 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].
 PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300
 N. JOG RD. ROOMS 2W01-2W14 WEST PALM BEACH, FL.
  
 9) 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 BN, PX, 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 2019-07-09 Cont ID  
Sent By jwitmer Date 2019-07-09 Time 13:04 Rev Time 0.00
Received By jwitmer Date 2019-07-09 Time 08:59 Sent To  
Notes
2019-07-09 13:04:322017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 19060803- IBIS GOLF TRAINING FACILITY
 ADD: 8225 IBIS ROAD
 CONT: THE WEITZ CO.
 TEL: 561-214-1561
 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: TUES. JULY 09/2019
 ACTION: DENIED
  
 1) SHEET S-2 UNDER THE HEADING OF FOUNDATION INDICATES
 THERE IS A FOUNDATION INVESTIGATION REPORT PREPARED BY
 TERRACON. PLEASE PROVIDE A SIGNED AND SEALED OR
 ELECTRONIC SIGNATURE AND SEAL TO THE BUILDING
 DEPARTMENT IN COMPLIANCE WITH:
 2017 FBC-B SECTION 2017 FBC-B 1803.5.2 QUESTIONABLE
 SOIL. WHERE THE CLASSIFICATION, STRENGTH OR
 COMPRESSIBILITY OF THE SOIL IS IN DOUBT OR WHERE A
 LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED IN THIS
 CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL BE
 PERMITTED TO REQUIRE THAT A GEOTECHNICAL INVESTIGATION
 BE CONDUCTED.
  
 2) THIS REVIEW CYCLE NO ENERGY CALCULATIONS WERE
 SUBMITTED. 2017 FBC-ENERGY CODE:
 C401.2 APPLICATION.
 COMMERCIAL BUILDINGS SHALL COMPLY WITH ONE OF THE
 FOLLOWING:
 1.THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1, EXCLUDING
 SECTION 9.4.1.1(G) OF THE STANDARD.
 2.THE REQUIREMENTS OF SECTIONS C402 THROUGH C405. IN
 ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY
 WITH SECTION C406 AND TENANT SPACES SHALL COMPLY WITH
 SECTION C406.1.1.
 3.THE REQUIREMENTS OF SECTIONS C402.5, C403.2, C404,
 C405.2, C405.3, C405.5, C405.6 AND C407. THE
 BUILDING ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85
 PERCENT OF THE STANDARD REFERENCE DESIGN
 BUILDING.
  
 3) SHEET S-2THE COMPONENTS AND CLADDING PRESSURES FOR
 ZONES 1,2,3,4 & 5 ARE ALL GOOD AND LISTED IN VASD.
 THANK YOU. WITH THE WIND DESIGN PRESSURES GOOD EITHER
 THE DESIGN PROFESSIONAL OR THE CONTRACTOR CAN ASK FOR
 DEFERRED SUBMITTALS FOR COMPONENTS AND CLADDING.
  
 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS
 SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE
 PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE
 TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO
 THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
 DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR
 APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED
 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST
 THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS
 FOR REVIEW BY THE BUILDING OFFICIAL.
  
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 3A) REQUIRED PRODUCT APPROVALS FOR COMPONENTS AND
 CLADDING. 2017 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005,
 RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS
 OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS , OVERHEAD COILING DOORS,
 MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATORS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 3B) PLEASE IDENTIFY ON THE PRODUCT APPROVAL BEFORE
 SUBMITTING TO DESIGNER OF RECORD AND BEFORE SUBMISSION
 TO THE BUILDING DEPARTMENT. FOR ALL PRODUCTS WITH
 GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT,
 TYPE OF GLAZING, MULLION SIZE, LENGTH IF UNREINFORCED
 OR REINFORCED INFORMATION IF REQUIRED, ATTACHMENTS AND
 ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2017 FBC-B
 1405.13.1 INSTALLATION. WINDOWS AND DOORS SHALL BE
 INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURER?S
 INSTRUCTIONS. FASTENER SIZE AND SPACING SHALL BE
 PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE CALCULATED
 BASED ON MAXIMUM LOADS AND SPACING USED IN THE TESTS.
  
 3C) SHEET AE-103 DETAIL # 6 SHOWS THE INSTALLATION OF A
 GALVANIZED OVERHEAD DOOR & GUIDES. THERE IS ALSO A NOTE
 THAT IF EXPANSION BOLTS ARE INSTALLED PER THE
 MANUFACTURES WRITTEN SPECIFICATION. PLEASE SUBMIT FOR
 REVIEW BY THE DESIGNER OF RECORD AND HIGHLIGHT THE
 BACKSET FROM THE EDGE OF THE CONCRETE COLUMN (SHEET
 S-1FOUNDATION NOTE 5 TC-1 COLUMN) AND THE DERATING OF
 BOLT AND THE REQUIRED SPACING TO MEET THE WIND LOAD
 PRESSURES. 107.2.1.2 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 4) SHEET AE101 SHOWS THE USE OF A DECORATIVE FOAM BAND.
 . PLEASE SHOW COMPLIANCE WITH SECTION 1408 OF THE 2017
 FBC-B EFIS. HOW WILL HE EFIS TRIM BE ANCHORED TO THE
 BUILDING SECTIONS 1408.3 AND 1408.4. 2017 FBC-B SECTION
 1408.4 WEATHER RESISTANCE. EIFS SHALL COMPLY WITH
 SECTION 1403 AND SHALL BE DESIGNED AND CONSTRUCTED TO
 RESIST WIND AND RAIN IN ACCORDANCE WITH THIS SECTION
 AND THE MANUFACTURER?S APPLICATION INSTRUCTIONS.
  
 5) PLEASE REVIEW SHEET AE102 DETAIL # 2 & 5. THE PLAN
 INDICATES THE INSTALLATION OF HIGH RIB GALVANIZED METAL
 LATH AND THE USE OF 1 INCH WOOD PURLINS TO BE ATTACHED
 TO THE BOTTOM CHORD OF THE WOOD ROOF TRUSSES. PLEASE
 REVIEW IN THE 2017 FBC-B SECTION 2511.1.1 INSTALLATION
 AND TABLE 2511.1.1 LATHING & FURRING (CEMENT PLASTER/
 STUCCO) ASTM C1063.
 5A) PLEASE NOTE THIS NOTE DOES NOT INDICATE THE
 ATTACHMENT METHOD OF THE WIRE LATH INTO THE HORIZONTAL
 PURLIN, NOR DOES THE NOTE INDICATE HOW THE PURLIN IS TO
 BE ANCHORED INTO THE BOTTOM OF THE ROOF TRUSS?
 WHEN REVIEWING ASTM C1063 IF NAILS ARE TO SECURE THE
 METAL EXPANDED 3/ 8 INCH RIB LATH THE HORIZONTAL PURLIN
 WITH EITHER NAILS OR STAPLES, NOT LESS THAN 1 ? INCH
 PENETRATION INTO THE HORIZONTAL WOOD FRAMING MEMBER.
 SEE ASTM C1063- 7.10.2.3.
  
 5B) ASTM 1063-7.10.2.5. SCREWS USED TO ATTACH METAL
 PLASTER BASE TO HORIZONTAL AND VERTICAL FRAMING MEMBERS
 SHALL PENETRATE NOT LESS THAN 5/8 INCH INTO THE MEMBER
 WHEN THE LATH IS INSTALLED AND SHALL ENGAGE NOT LESS
 THAN 3 STRANDS OF LATH. WHEN INSTALLING RIB LATH THE
 SCREWS SHALL PASS THROUGH, BUT NOT DEFORM THE RIB.
  
 5C) PLEASE ALSO NOTE THAT EACH RIB OF 3/8 INCH EXPANDED
 RIB LATH (4 INCHES ON CENTER) NEEDS TO BE ATTACHED TO
 THE WOOD FRAMING MEMBER AND TRUSSES NOT SPACED MORE
 THAN 2 FEET ON CENTER. SEE ASTM 1063-7.10.1.1.
  
 6) SHEET AE-106:
 6A) PLEASE UPDATE NOTES FOR THE HEIGHT OF THE WATER
 CLOSET GRAB BARS. AS SHOWN ON THE PLANS THEY ARE BEING
 MEASURED FROM FINISH FLOOR TO THE CENTER LINE OF THE
 BAR. PLEASE REVIEW THE 2017 FBC-ACCESSIBILITY CODE
 SECTION 609.4 POSITION OF GRAB BARS. GRAB BARS SHALL BE
 INSTALLED IN A HORIZONTAL POSITION, 33 INCHES MINIMUM
 AND 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED
 TO THE TOP OF THE GRIPPING SURFACE, NOT CENTERLINE.
  
 6B) PLEASE UPDATE THE PLAN FOR THE LOCATION THAT THE
 MIRROR OVER THE LAV IS MEASURED. ALL MIRROR FRAMES ARE
 NOT REFLECTIVE. 2017 FBC-ACCESSIBILITY CODE 603.3
 MIRRORS. MIRRORS LOCATED ABOVE LAVATORIES OR
 COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF
 THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE
 FINISH FLOOR OR GROUND.
  
 7) SHEETS AE 101 CLUB REPAIR BENCH AND AE103 DETAIL 2
 INDICATE THE HEIGHT OF THE BENCH (TOP) TO BE 36 INCHES
 ABOVE FINISH FLOOR AND ALSO A STAINLESS STEEL HAND
 SINK. PLEASE REVIEW THE 2017 FBC-ACCESSIBILITY CODE
 SECTIONS:
  
 7A) 902.1 .WORK SURFACES SHALL COMPLY WITH 902.2 AND
 902.3. ADVISORY 902.1 EXAMPLES OF WORK SURFACES INCLUDE
 WRITING SURFACES, STUDY CARRELS, STUDENT LABORATORY
 STATIONS, BABY CHANGING AND OTHER TABLES OR FIXTURES
 FOR PERSONAL GROOMING, COUPON COUNTERS, AND WHERE
 COVERED BY THE ADA SCOPING PROVISIONS, EMPLOYEE WORK
 STATIONS.
  
 7B) 606 SINKS. 2017 FBC-ACCESSIBILITY CODE SECTION
 606.3 HEIGHT. 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.
  
 8) DIGITAL SUBMITTALS: PLANS WILL BE REVIEWED BY THE
 PBC IMPACT FEE OFFICE DIGITALLY VIA PROJECT DOX 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] .
 PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300
 N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL.
  
 9) 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 BN, PX, 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 2 Status P Date 2019-08-11 Cont ID  
Sent By jpearson Date 2019-08-11 Time 11:12 Rev Time 0.00
Received By jpearson Date 2019-08-11 Time 11:12 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2019-06-22 Cont ID  
Sent By jpearson Date 2019-06-22 Time 18:11 Rev Time 0.00
Received By jpearson Date 2019-06-22 Time 17:34 Sent To  
Notes
2019-06-22 17:41:18CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC EX = FLORIDA BUILDING CODE EXISTING BUILDING 2017
 6TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 NEC = NFPA 70 2014 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
 FAC = FLORIDA ADMINISTRATIVE CODE
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR
 SERVICE INCLUDING INFORMATION FROM THE POWER COMPANY
 STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR
 THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE
 SERVICE EQUIPMENT IS ADEQUATE. NEC 110.9, 110.10
 2. PROVIDE NOTES TO INDICATE THE REQUIRED MARKING OF
 SERVICE EQUIPMENT FOR ARC FLASH HAZARD WARNING AND
 AVAILABLE FAULT CURRENT PER CODE. NEC 110.16, 110.24
 3. PROVIDE INTERSYSTEM BONDING TERMINATION POINT AT
 SERVICE. SHOW ON PLAN. NEC 250.94
 4. PROVIDE GROUNDING DETAIL SHOWING ALL GROUNDING
 ELECTRODES PRESENT AND SIZE OF GROUNDING ELECTRODE
 CONDUCTOR TO EACH. IF NO OTHER GROUDING ELECTRODES ARE
 PRESENT AND THE GROUND ROD IS THE ONLY GROUNDING
 ELECTRODE TO BE INSTALLED, PROVIDE A SUPPLEMENTAL
 GROUNDING ELECTRODE AT LEAST 6 FEET AWAY OR PROVIDE
 EVIDENCE OF RESISTANCE TO GROUND OF 25 OHMS OR LESS.
 NEC 250.53(A)(2)
 5. RISER DIAGRAM SHOWS A REDUCED NEUTRAL, WIRE SIZE #
 8, BEING RUN TO MAIN BREAKER PANEL FROM METER CAN. IF
 THE INTENT IS TO USE A REDUCED NEUTRAL, PROVIDE A LOAD
 CALCULATION FOR THE NEUTRAL. IF THIS IS NOT THE INTENT
 AND THIS WAS INCLUDED AS AN EQUIPMENT GROUNDING
 CONDUCTOR, THEN PROVIDE CORRECTION SO THAT THERE ARE
 FOUR #3 WIRES FOR THE 3 PHASE SERVICE AND NO EGC. THERE
 SHOULD NOT BE AN EGC IN THIS CONDUIT. NEC 220.61,
 250.6, 250.24
 6. BE ADVISED THAT FIRE ALARM, LOW VOLTAGE SYSTEMS,
 DAS, LIGHTNING PROTECTION, GENERATORS, COMMERCIAL HOOD
 SYSTEMS, WALK IN COOLERS, SIGNS, SITE LIGHTING, AND
 SWIMMING POOLS (WHERE APPLICABLE) ARE NOT INCLUDED IN
 THE SCOPE OF THIS PLAN REVIEW. PROVIDE A BLOCK NOTE
 INDICATING THE REQUIRED SEPARATE PERMITS AND PLAN
 SUBMITTALS FOR ANY OF THESE SYSTEMS PRESENT. WPB FBC
 105.1, 107.2.1
  
 END OF COMMENTS.
  
 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 THE PREVIOUSLY
 REVIEWED SHEETS. ONE COPY OF THE PREVIOUSLY REVIEWED
 SHEETS SHOULD REMAIN IN PACKAGE AND BE MARKED OLD
 SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop E-LOWVOLT ELECTRICAL LOW VOLTAGE
Rev No 1 Status P Date 2019-08-11 Cont ID  
Sent By jpearson Date 2019-08-11 Time 11:12 Rev Time 0.00
Received By jpearson Date 2019-08-11 Time 11:12 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2019-08-20 Cont ID  
Sent By rrossano Date 2019-08-20 Time   Rev Time 0.00
Received By rrossano Date 2019-08-20 Time   Sent To  
Notes
2019-08-20 07:02:12PASSED WITH PROVISO:
  
 EXISTING SFWMD ERP SHOULD BE MODIFIED. PLEASE SUBMIT AN
 ENGINEERING REVIEW APPLICATION WITH 2 SETS OF PLANS
 (ENG-2 JURISDICTIONAL PLAN REVIEW).
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
  
 RICK ROSSANO
 PROJECT COORDINATOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 DIRECT: (561) 494-1098
 MOBILE: (561) 246-9525
 FAX: (561) 494-1116
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
  
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2019-07-09 Cont ID  
Sent By shill Date 2019-07-09 Time 07:33 Rev Time 0.00
Received By shill Date 2019-07-09 Time 07:33 Sent To  
Notes
2019-07-09 07:33:38CONTACT ENGINEERING DEPARTMENT DIRECTLY AND SUBMIT
 APPLICATION IF REQUIRED
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
  
 ENGINEERING APPROVAL REQUIRED PRIOR TO PERMIT ISSUANCE
  
 MAIN PHONE: (561) 822-1200
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2019-07-31 Cont ID  
Sent By pleduc Date 2019-07-31 Time   Rev Time 0.00
Received By pleduc Date 2019-07-31 Time 14:55 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2019-06-24 Cont ID  
Sent By pleduc Date 2019-06-24 Time   Rev Time 0.00
Received By pleduc Date 2019-06-24 Time 09:50 Sent To  
Notes
2019-06-24 09:56:23THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) A WATER SUPPLY/FIRE HYDRANT COULD NOT BE IDENTIFIED
 NEAR OF AROUND THE PROPOSED BUILDING.
  
 A WATER SUPPLY IS REQUIRED.
  
 PER NFPA 1
  
 18.3 WATER SUPPLIES.
 18.3.1* AN APPROVED WATER SUPPLY CAPABLE OF SUPPLYING
 THE REQUIRED
 FIRE FLOW FOR FIRE PROTECTION SHALL BE PROVIDED TO ALL
 PREMISES UPON
 WHICH FACILITIES, BUILDINGS, OR PORTIONS OF BUILDINGS
 ARE HEREAFTER
 CONSTRUCTED OR MOVED INTO THE JURISDICTION. THE
 APPROVED WATER
 SUPPLY SHALL BE IN ACCORDANCE WITH SECTION 18.4.
  
 18.4.5.3 BUILDINGS OTHER THAN ONE- AND TWO-FAMILY
 DWELLINGS.
 18.4.5.3.1 THE MINIMUM FIRE FLOW AND FLOW DURATION FOR
 BUILDINGS OTHER THAN ONE- AND TWO-FAMILY DWELLINGS
 SHALL BE AS
 SPECIFIED IN TABLE 18.4.5.2.1.
  
 18.5 FIRE HYDRANTS.
 18.5.1 FIRE HYDRANT LOCATIONS AND DISTRIBUTION. FIRE
 HYDRANTS
 SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 18.5 FOR
 ALL NEW
 BUILDINGS, OR BUILDINGS RELOCATED INTO THE JURISDICTION
 UNLESS OTHERWISE
 PERMITTED BY 18.5.1.1 OR 18.5.1.2.
  
 18.5.3 BUILDINGS OTHER THAN DETACHED ONE- AND
 TWO-FAMILY
 DWELLINGS. FIRE HYDRANTS SHALL BE PROVIDED FOR
 BUILDINGS OTHER
 THAN DETACHED ONE- AND TWO-FAMILY DWELLINGS IN
 ACCORDANCE WITH
 BOTH OF THE FOLLOWING:
 (1) THE MAXIMUM DISTANCE TO A FIRE HYDRANT FROM THE
 CLOSEST
 POINT ON THE BUILDING SHALL NOT EXCEED 400 FT (122 M).
 (2) THE MAXIMUM DISTANCE BETWEEN FIRE HYDRANTS SHALL
 NOT
 EXCEED 500 FT (152 M).
  
 PLEASE INDICATE WHERE THE CLOSET FIRE HYDRANT IS OR
 PROVIDE ONE THAT MEETS THE ABOVE NOTED CODES.
  
  
  
 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 I INCOMING/PROCESSING
Rev No 3 Status N Date 2019-09-26 Cont ID  
Sent By shill Date 2019-09-26 Time 06:22 Rev Time 0.00
Received By shill Date 2019-09-06 Time 13:33 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2019-08-20 Cont ID  
Sent By cpuell Date 2019-08-20 Time 07:50 Rev Time 0.00
Received By cpuell Date 2019-07-30 Time 11:50 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2019-07-09 Cont ID  
Sent By jwitmer Date 2019-07-09 Time 13:05 Rev Time 0.00
Received By jwitmer Date 2019-06-19 Time 16:53 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status P Date 2019-10-01 Cont ID  
Sent By lmarchan Date 2019-10-01 Time 10:53 Rev Time 0.00
Received By lmarchan Date 2019-09-23 Time 12:25 Sent To  
Notes
2019-10-01 10:54:06RECEIPT - 2019-1001-133 - $2,506.19 - PAID
2019-09-23 12:26:059/23/19 SENT TO IMPACT FEE OFFICE FOR REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2019-08-13 Cont ID  
Sent By jwitmer Date 2019-08-13 Time 12:05 Rev Time 0.00
Received By jwitmer Date 2019-08-13 Time 12:04 Sent To  
Notes
2019-08-13 12:05:30DIGITAL SUBMITTALS: PLANS WILL BE REVIEWED BY THE PBC
 IMPACT FEE OFFICE DIGITALLY VIA PROJECT DOX 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].
 PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300
 N. JOG RD. ROOMS 2W01-2W14 WEST PALM BEACH, FL.
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2019-07-09 Cont ID  
Sent By jwitmer Date 2019-07-09 Time 12:59 Rev Time 0.00
Received By jwitmer Date 2019-07-09 Time 08:59 Sent To  
Notes
2019-07-09 12:59:47DIGITAL SUBMITTALS:
 PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECT DOX 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] .
 PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300
 N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL.
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2019-09-20 Cont ID  
Sent By ccole Date 2019-09-20 Time 09:38 Rev Time 0.00
Received By ccole Date 2019-09-20 Time 08:38 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2019-08-08 Cont ID  
Sent By pvalenti Date 2019-08-08 Time 14:03 Rev Time 0.00
Received By ccole Date 2019-08-08 Time 14:03 Sent To  
Notes
2019-08-08 14:06:482ND REVIEW FBC-2017 MECHANICAL
 PERMIT #19060803
 8/8/2019
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION 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) THE REQUESTED AC LOAD CALCULATIONS AND ENERGY
 COMPLIANCE REPORT WERE NOT SUBMITTED- PLEASE COMPLY.
  
 2) SHEET M-2 FAN SCHEDULE NOTE 3: PROVIDE A THERMOSTAT
 TO CONTROL THE HEATER IN THE FITTING ROOM. SEE CODE
 SECTIONS BELOW.
  
 C403.2.4 HVAC SYSTEM CONTROLS.
  
 EACH HEATING AND COOLING SYSTEM SHALL BE PROVIDED WITH
 THERMOSTATIC CONTROLS AS SPECIFIED IN SECTION
 C403.2.4.1, C403.2.4.1.3, C403.2.4.2, C403.2.4.3,
 C403.3.1, C403.4, C403.4.1 OR C403.4.4.
  
 C403.2.4.1 THERMOSTATIC CONTROLS.
  
 THE SUPPLY OF HEATING AND COOLING ENERGY TO EACH ZONE
 SHALL BE CONTROLLED BY INDIVIDUAL THERMOSTATIC CONTROLS
 CAPABLE OF RESPONDING TO TEMPERATURE WITHIN THE ZONE.
 WHERE HUMIDIFICATION OR DEHUMIDIFICATION OR BOTH IS
 PROVIDED, AT LEAST ONE HUMIDITY CONTROL DEVICE SHALL BE
 PROVIDED FOR EACH HUMIDITY CONTROL SYSTEM.
  
 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
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS.
  
 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 2019-07-09 Cont ID  
Sent By ccole Date 2019-07-09 Time 11:55 Rev Time 0.00
Received By ccole Date 2019-07-09 Time 11:19 Sent To  
Notes
2019-07-09 12:14:041ST REVIEW FBC-2017 MECHANICAL
 PERMIT #19060803
 7/9/18
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION 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) PROVIDE COOLING AND HEATING CALCULATIONS FOR THE NEW
 AC SYSTEM IN ACCORDANCE WITH SECTION C403.2.1 FBC EC.
  
 2) SUBMIT AN ENERGY COMPLIANCE REPORT- SEE SECTIONS
 C101.2, C101.5.1 AND C401.2 FBC EC.
  
 3) SHEETS AE101 & M-3: THE "FITTING ROOM" APPEARS TO BE
 AN OCCUPIED SPACE THAT REQUIRES EITHER NATURAL OR
 MECHANICAL VENTILATION, AND A SPACE HEATING SYSTEM.
 PLEASE SEE SECTIONS 401.2 & 309.1 FBC M AND SHOW
 COMPLIANCE.
  
 4) AE101 & M-3: "FITTING ROOMS" PER TABLE 403.3.1.1 FBC
 REQUIRE EXHAUST VENTILATION AT A RATE OF 0.25 CFMS PER
 SQ. FT. THERE IS ALSO A LARGE OVERHEAD ROLL-UP DOOR
 THAT WOULD ALLOW VEHICLES TO ACCESS THE SPACE AND BE
 STORED THERE. PLEASE NOTE THAT EXHAUST VENTILATION AT A
 RATE OF 0.75 CFMS PER SQ. FT. IS REQUIRED FOR GARAGES-
 TABLE 403.3.1.1 FBC M. PLEASE REVISE THE PLANS TO MEET
 COMPLIANCE.
  
 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
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS.
  
 CHRISTOPHER L. COLE
 BUILDING 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 2019-09-26 Cont ID  
Sent By shill Date 2019-09-26 Time 06:22 Rev Time 0.00
Received By shill Date 2019-09-13 Time 11:22 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2019-08-08 Cont ID  
Sent By jesmith Date 2019-08-08 Time 15:45 Rev Time 0.00
Received By jesmith Date 2019-08-08 Time 15:45 Sent To  
Notes
2019-08-08 15:45:28CODES 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 RES = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2017 6TH EDITION
 FBC EX = FLORIDA EXISTING BUILDING CODE 2017 6TH
 EDITION
 FBC PL = FLORIDA PLUMBING CODE 2017 6TH EDITION
 FBC FG = FLORIDA FUEL GAS CODE 2017 6TH EDITION
 NFPA 54 = STANDARD FOR VENTILATION CONTROLAND FIRE
 PROTECTION OF COMMERCIAL COOKING OPERATIONS 2017
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
  
 2ND REVIEW
 PLUMBING COMMEMTS: DENIED
 1. HI-LO THERMOSTATIC MIXING VALVE DOES NOT APPEAR TO
 COMPLY WITH THE REQUIREMENTS OF FBC PL 416.5. PROVIDE
 SPECIFICATION FOR THERMOSTATIC MIXING VALVE AND SHOW
 THAT IT CONFORMS TO ASSE 1070 OR CSA 125.3. IF
 NECESSARY, PROVIDE AN INDIVIDUAL COMPLIANT DEVICE FOR
 EACH LAVATORY.
  
 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 SIGNED
 AND SEALED BY THE DESIGNER AS REQUIRED BY FAC AND FS.
  
  
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 PHONE 561-805-6715
  
 19060803 8225 IBIS BLVD
  
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2019-06-25 Cont ID  
Sent By jesmith Date 2019-06-25 Time 14:21 Rev Time 0.00
Received By jesmith Date 2019-06-25 Time 10:57 Sent To  
Notes
2019-06-25 14:11:19CODES 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 RES = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2017 6TH EDITION
 FBC EX = FLORIDA EXISTING BUILDING CODE 2017 6TH
 EDITION
 FBC PL = FLORIDA PLUMBING CODE 2017 6TH EDITION
 FBC FG = FLORIDA FUEL GAS CODE 2017 6TH EDITION
 NFPA 30A
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
  
 1ST REVIEW
 PLUMBING COMMEMTS: DENIED
  
 PLEASE NOTE THAT SOME ISSUES ARE ARCHITECTURAL. THESE
 ISSUES MUST BE SATISFACTORILY ADDRESSED PRIOR TO
 APPROVAL OF THE PLUMBING APPLICATION FOR PERMIT.
 1. RE: PLAN SHEET AS101;
 A. BUILDING CODE ANALYSIS INDICATES USE & OCCUPANCY IS
 MERCANTILE AND STORAGE. PER WPB FBC 107.2.1, THE
 ARCHITECT SHALL PROVIDE THE OCCUPANT LOAD FOR THE
 BUILDING IN ACCORDANCE WITH FBC 1004.1.
 1) AS I SEE IT THE OCCUPANT LOAD FOR THE BUILDING
 EXCEEDS 15 PERSONS WHICH WILL REQUIRE A DRINKING
 FOUNTAIN AND A SERVICE SINK PER FBC PL TABLE 403.1.
 2. RE: PLAN SHEET AE106;
 A. PER FBC ACC 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, NOT TO CENTER OF
 THE GRIPPING SURFACE.
 B. PER WPB FBC 107.2.1, PLEASE REMOVE ALL DETAILS THAT
 DO NOT PERTAIN TO THE PROJECT. THIS INCLUDES, BUT IS
 NOT LIMITED TO DETAILS FOR THE SHOWER, FLOOR MOP SINK
 AND THE URINAL.
 3. RE: PLAN SHEET AE101;
 A. RM. 102: PER FBC ACC 212.3, WHERE SINKS ARE
 PROVIDED, AT LEAST 5 PERCENT, BUT NO FEWER THAN ONE, OF
 EACH TYPE PROVIDED IN EACH ACCESSIBLE ROOM OR SPACE
 SHALL COMPLY WITH 606. (PLEASE NOTE, MOP OR SERVICE
 SINKS SHALL NOT BE REQUIRED TO COMPLY WITH 212.3.)
 B. PER FBC ACC SECTION 606.2, PROVIDE CLEAR FLOOR SPACE
 FOR THE SINK.
 C.PER FBC ACC 606.3, SINK 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. RE: PLAN SHEET P-1;
 A. THE WATER HEATER SCHEDULE CALLS FOR AN EEMAX
 TANKLESS ELECTRIC WATER HEATER; THE WATER HEATER DETAIL
 SHOWS THE WATER HEATER TO BE A TANK TYPE WITH STORAGE.
 ADDITIONALLY, THERE IS AN IN-LINE HI-LO THERMOSTATIC
 MIXING VALVE SHOWN. PER WPB FBC 107.2.1, PLEASE
 CLARIFY. IF THE WATER HEATER DETAIL SHOWN ON THE PLAN
 DOES NOT APPLY, THEN PLEASE REMOVE IT PER WPB FBC
 107.2.1.
 B. PER WPB FBC 107.2.1, PROVIDE THE ELECTRICAL
 CHARACTERISTICS OF THE WATER HEATER ON THE SCHEDULE.
 C. P & T RELIEF VALVE IS CALLED OUT ON THE SCHEDULE. IS
 THIS REQUIRED ON A TANKLESS WATER HEATER. IF IT IS,
 THEN PER WPB FBC 107.2.1, PROVIDE A DETAIL OF THE UNIT,
 WITH PIPING AND VALVE ARRANGEMENT, INCLUDING LOCATION
 OF THE RELIEF VALVE AND DISCHARGE PIPING.
 D. SEE PLUMBING FIXTURE SCHEDULE. PER FBC PL 416.5,
 PROVIDE TEMPERING WATER DEVICE AT THE LAVATORIES
 CONFORMING TO ASSE 1070 OR CSA B125.3.
 E.PER FBC TABLE 403.1, PROVIDE A DRINKING FOUNTAIN AND
 SERVICE SINK.
 1) PER FBC PL 410.3, REQUIRED DRINKING FOUNTAIN SHALL
 BE A BI-LEVEL WITH TWO SPOUTS WHICH ACCOMMODATES WHEEL
 CHAIR ACCESSIBILITY AND MEETS THE NEEDS OF STANDING
 PEOPLE, OR TWO SEPARATE DRINKING FOUNTAINS MEETING
 THOSE SAME REQUIREMENTS SHALL BE FURNISHED.
 5. PLUMBING SHEETS SIGNATURE IS BY ENGINEER AND IS
 SELF-CERTIFIED; REQUIRES THIRD PARTY CERTIFICATION.
 ADDITIONALLY, THERE IS A NOTE ON EACH OF THE PLUMBING
 PLANS STATING THAT THE PLAN HAS BEEN ELECTRONICALLY
 SIGNED AND SEALED BY JASON D. P.E. 73050 USING A SHA-1
 AUTHENTICATION CODE. IS THIS A LEGITIMATE CERTIFIED
 AUTHORITY? PLEAS PROVIDE TRUSTED CERTIFICATE AUTHORITY.
  
  
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 PHONE 561-805-6715
  
 19060803 8225 IBIS BLVD
  
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status N Date 2019-08-13 Cont ID  
Sent By jwitmer Date 2019-08-13 Time 12:08 Rev Time 0.00
Received By jwitmer Date 2019-08-13 Time   Sent To  
Notes
2019-08-13 12:08:32PROVISO:
 ROOFING PRODUCT APPROVAL HAS BEEN DEFERRED UNTIL AFTER
 PERMIT ISSUANCE. 107.3.4.2 DEFERRED SUBMITTALS. FOR THE
 PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS ARE
 DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE NOT
 SUBMITTED AT THE TIME OF THE APPLICATION AND THAT ARE
 TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A
 SPECIFIED PERIOD. DEFERRAL OF ANY SUBMITTAL ITEMS SHALL
 HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE
 REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
 SHALL LIST THE DEFERRED SUBMITTALS ON THE CONSTRUCTION
 DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
  
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2019-07-09 Cont ID  
Sent By jwitmer Date 2019-07-09 Time 13:03 Rev Time 0.00
Received By jwitmer Date 2019-07-09 Time 08:59 Sent To  
Notes
2019-07-09 13:03:30REQUIRED PRODUCT APPROVALS FOR COMPONENTS AND CLADDING.
 2017 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005,
 RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS
 OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(D) ROOFING PRODUCTS AND ASSEMBLIES
  
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 JAMES A. WITMER BN, PX, 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 SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2019-09-13 Cont ID  
Sent By shill Date 2019-09-13 Time 11:23 Rev Time 0.00
Received By shill Date 2019-09-13 Time 11:23 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2019-07-09 Cont ID  
Sent By shill Date 2019-07-09 Time 07:29 Rev Time 0.00
Received By shill Date 2019-07-09 Time 07:29 Sent To  
Notes
2019-07-09 12:47:25THE EOR JASON BARBER WAS EMAILED REGARDING THE SELF
 CERTIFICATION AND ELECTRONIC SIGNATURE ISSUES.
2019-07-09 07:33:10****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 ARCH SHEETS OK
  
 PROVIDE DIGITALLY SIGNED SURVEY PAGES; IF DAVID LINDLEY
 DOES NOT HAVE A DIGITAL SIGNATURE, HAVE HIM CONTACT ME
 VIA EMAIL.
  
 CIVILS OK
  
 STRUCTURALS OK
  
 MECHANICAL PAGES ARE DIGITALLY SIGNED WITH A SELF
 SIGNED CERTIFICATE WHICH IS NOT ACCEPTABLE PER FBPE
 RULE; OTAI DIGITAL SIGNATURE
  
  
  
2019-06-25 14:03:58PLUMBING SHEETS SIGNATURE IS BY ENGINEER AND IS
 SELF-CERTIFIED; REQUIRES THIRD PARTY CERTIFICATION.
 ADDITIONALLY, THERE IS A NOTE ON EACH OF THE PLUMBING
 PLANS STATING THAT THE PLAN HAS BEEN ELECTRONICALLY
 SIGNED AND SEALED BY JASON D. P.E. 73050 USING A SHA-1
 AUTHENTICATION CODE. IS THIS A LEGITIMATE CERTIFIED
 AUTHORITY? PLEAS PROVIDE TRUSTED CERTIFICATE AUTHORITY.
2019-06-22 17:34:52FOR ELECTRICAL SHEETS: PER THE WPB AMENDMENTS TO THE
 FBC, EACH SHEET OF PLAN IS REQUIRED TO BE SIGNED AND
 SEALED BY THE PERSON RESPONSIBLE FOR THE DESIGN. A
 DIGITAL PLAN REQUIRES A DIGITAL SIGNATURE WITH THE
 PROPER THIRD PARTY VERIFICATION. SELF-CERTIFICATION IS
 NOT ACCEPTABLE. THE DIGITAL SIGNATURE MUST INCLUDE THE
 STATEMENT "SIGNED AND SEALED" AS PER FAC 61G15-23.004.
 PROVIDE CORRECTION. WPB FBC 107.1; FS 471/481
Review Stop Z ZONING
Rev No 2 Status P Date   Cont ID  
Sent By   Date 2019-08-13 Time   Rev Time 0.00
Received By pgreilic Date 2019-08-13 Time 10:02 Sent To  
Notes
2019-08-13 10:02:421.) PLANS DO NOT MATCH APPROVED SITE PLAN PER
 RESOLUTION 35-19. A MINOR PLANNED DEVELOPMENT AMENDMENT
 WILL BE REQUIRED PRIOR TO ISSUANCE OF FINAL CO. SAID
 AMENDMENT WILL INCLUDE ALL CHANGES FROM APPROVED PLAN
 TO WHAT IS BEING PROPOSED, IE RECONFIGURED WALKWAYS
 2.) SEPARATE LANDSCAPE PERMIT REQUIRED
 3.) ALL PRIVATE DEVELOPMENT PROJECTS, INCLUDING NEW
 CONSTRUCTION, OR THE RENOVATION OR IMPROVEMENT OF AN
 EXISTING BUILDING, WHERE THE TOTAL CONSTRUCTION COSTS
 ARE EQUAL OR GREATER THAN $750,000 IS SUBJECT TO THE
 ART IN PUBLIC PLACES REQUIREMENTS OF CHAPTER 78,
 ARTICLE V, OF THE CITY?S CODE OF ORDINANCES. CONTACT
 SYBILLE WELTER @ 561-822-1521 OR [email protected] FOR
 ADDITIONAL INFORMATION
  
 PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date   Cont ID  
Sent By pgrehili Date 2019-06-21 Time   Rev Time 0.00
Received By pgreilic Date 2019-06-21 Time 11:19 Sent To  
Notes
2019-06-21 11:21:361.) PLANS DO NOT MATCH APPROVED SITE PLAN PER
 RESOLUTION 35-19. A MINOR PLANNED DEVELOPMENT AMENDMENT
 WILL BE REQUIRED PRIOR TO ISSUANCE OF FINAL CO. SAID
 AMENDMENT WILL INCLUDE ALL CHANGES FROM APPROVED PLAN
 TO WHAT IS BEING PROPOSED, IE RECONFIGURED WALKWAYS
 2.) SEPARATE LANDSCAPE PERMIT REQUIRED
 3.) ALL PRIVATE DEVELOPMENT PROJECTS, INCLUDING NEW
 CONSTRUCTION, OR THE RENOVATION OR IMPROVEMENT OF AN
 EXISTING BUILDING, WHERE THE TOTAL CONSTRUCTION COSTS
 ARE EQUAL OR GREATER THAN $750,000 IS SUBJECT TO THE
 ART IN PUBLIC PLACES REQUIREMENTS OF CHAPTER 78,
 ARTICLE V, OF THE CITY?S CODE OF ORDINANCES. CONTACT
 SYBILLE WELTER @ 561-822-1521 OR [email protected] FOR
 ADDITIONAL INFORMATION
  
 PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]


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