Plan Review Details - Permit 14120431
Plan Review Stops For Permit 14120431
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2015-07-10 Cont ID  
Sent By jwitmer Date 2015-07-10 Time 11:19 Rev Time 0.00
Received By jwitmer Date 2015-07-10 Time 11:19 Sent To  
Notes
2015-07-10 11:13:51BUILDING PLAN REVIEW
 W. P. B. PERMIT: 14120431
 ADD: 312 23RD ST.
 PCN:74-43-43-10-19-003-0143
 CONT: PETROCCHI CONSTRUCTION
 TEL: (305)495-3745
 E-MAI: [email protected]
  
 PARK PALM BEACH MULTIFAMILY RESIDENTIAL
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
 4TH REVIEW
 DATE: FRI. JULY 10/ 2015
 ACTION: BUILDING PROVISO
  
 NOTICE: ART IN PUBLIC PLACES
 THE CITY OF WEST PALM BEACH ART IN PUBLIC PLACES
 ORDINANCE REQUIREMENT THAT APPLIES TO ANY REMODEL OR
 NEW CONSTRUCTION PROJECT FOR WHICH THE PERMIT
 APPLICATION WAS SUBMITTED AFTER 7/1/14, AND THE TOTAL
 PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN
 $500,000. PER CITY OF WEST PALM BEACH ORDINANCE NO.
 4504-14, AND CITY OF WEST PALM BEACH CODE OF
 ORDINANCES, ARTICLE V, ART IN PUBLIC PLACES, SECTION
 78-123(A) AND SECTION 78-126(A), THE ART ASSESSMENT IS
 1% OF THE TOTAL PROJECT CONSTRUCTION COST.
  
 PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE
 V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND
 NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO
 THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE
 PROJECTS
 1) COMPLIED. PROVISO: DEFERRED SUBMITTAL. CONTRACTOR
 SHALL SUBMIT FLOOR INSULATION IN ACCORDANCE WITH:
 FBC-B 2010 1207.3 STRUCTURE-BORNE SOUND. FLOOR/CEILING
 ASSEMBLIES BETWEEN DWELLING UNITS OR BETWEEN A DWELLING
 UNIT AND A PUBLIC OR SERVICE AREA WITHIN THE STRUCTURE
 SHALL HAVE AN IMPACT INSULATION CLASS (IIC) RATING OF
 NOT LESS THAN 50 (45 IF FIELD TESTED) WHEN TESTED IN
 ACCORDANCE WITH ASTM E 492.
  
 FBC-B 2010 1207.2 1207.2 AIR-BORNE SOUND.
 WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES
 SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM
 PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION
 CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED)
 FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM
 E 90.
  
 FLAME SPREAD- FBC-B 2010 603.1.2 EXCEPTION 2.
 INSULATION INSTALLED BETWEEN A FINISHED FLOOR AND SOLID
 DECKING WITHOUT INTERVENING AIRSPACE SHALL BE ALLOWED
 TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 200.
  
 FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS
 A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL
 MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A
 MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
  
  
 2) BUILDING PROVISO: DEFERRED SUBMITTALS. 107.3.4.2
 CELCORE LIGHTWEIGHT INSULATING CONCRETE NOA 13-0307.02
 CIRCLE THE SUB-SYSTEM THAT IS TO BE USED ON THIS
 PROJECT AND THE ASSOCIATED PRESSURES. 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED. 107.2.1.2 FOR ROOF
 ASSEMBLIES REQUIRED BY THE CODE, THE CONSTRUCTION
 DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND DELINEATE THE
 TYPE OF ROOFING SYSTEM, MATERIALS, FASTENING
 REQUIREMENTS, FLASHING REQUIREMENTS AND WIND RESISTANCE
 RATING THAT ARE REQUIRED TO BE INSTALLED. PRODUCT
 EVALUATION AND INSTALLATION SHALL INDICATE COMPLIANCE
 WITH THE WIND CRITERIA REQUIRED FOR THE SPECIFIC SITE
 OR A STATEMENT BY AN ARCHITECT OR ENGINEER FOR THE
 SPECIFIC SITE MUST BE SUBMITTED WITH THE CONSTRUCTION
 DOCUMENTS.
  
 3) BUILDING PROVISO: DEFERRED SUBMITTALS. 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.
  
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2015-07-01 Cont ID  
Sent By jwitmer Date 2015-07-01 Time 07:31 Rev Time 0.00
Received By jwitmer Date 2015-07-01 Time 06:45 Sent To  
Notes
2015-07-01 07:33:17BUILDING PLAN REVIEW
 W. P. B. PERMIT: 14120431
 ADD: 312 23RD ST.
 PCN:74-43-43-10-19-003-0143
 CONT: PETROCCHI CONSTRUCTION
 TEL: (305)495-3745
 E-MAI: [email protected]
  
 PARK PALM BEACH MULTIFAMILY RESIDENTIAL
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
 3RD REVIEW
 DATE: WED. JULY 01/ 2015
 ACTION: DENIED
  
 NOTICE: ART IN PUBLIC PLACES
 THE CITY OF WEST PALM BEACH ART IN PUBLIC PLACES
 ORDINANCE REQUIREMENT THAT APPLIES TO ANY REMODEL OR
 NEW CONSTRUCTION PROJECT FOR WHICH THE PERMIT
 APPLICATION WAS SUBMITTED AFTER 7/1/14, AND THE TOTAL
 PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN
 $500,000. PER CITY OF WEST PALM BEACH ORDINANCE NO.
 4504-14, AND CITY OF WEST PALM BEACH CODE OF
 ORDINANCES, ARTICLE V, ART IN PUBLIC PLACES, SECTION
 78-123(A) AND SECTION 78-126(A), THE ART ASSESSMENT IS
 1% OF THE TOTAL PROJECT CONSTRUCTION COST.
  
 PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE
 V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND
 NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO
 THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE
 PROJECTS
  
 1) COMPLIED.
  
 2) THIS PROJECT IS FOR A 4 STORY BUILDING THAT
 QUALIFIES AS A THRESHOLD BUILDING. FL S. S. 553.71(7) "
 THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH
 HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN
 THE FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT.
 IN AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
  
 2A) 2ND. COMPLIED, WRITTEN INSPECTION PLAN.
  
 2B) DENIED. 4TH REQUEST. THE SPECIAL INSPECTION FORMS
 WERE E-MAILED OUT TO:
  
  
 THE ISSUE IS IN THE SPECIAL INSTECTOR AGREEMENT PAGE 5
 OF 6 LIST BRADLEY CONSTRUCTION WHEREAS THE PERMIT
 APPLICATION INDICATES THE CONTRACTOR APLLICATION AS
 PETROCCHI CONSTRUCTION. THIS HAS TO BE RESOLVED BEFORE
 PERMIT ISSUANCE.
  
  
  
 2C) COMPLIED REQUEST. SPECIAL INSPECTOR RESUME' .
  
  
  
 2D) 4TH REQUEST. THE CONTRACTOR WILL PRODUCE A JOB
 SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION. THIS
 MAY BE SUBMITTED TO KEN CONRAD BY E-MAIL. KEN CONRAD:
 [email protected]
  
  
  
 2E) NOTE NO ACTION IS REQUIRED, WE ARE E-MAILING YOU
 THE THRESHOLD INSPECTOR DOCUMENTS AND FORMS TO THIS
 E-MAIL ADDRESS; E-MAIL: [email protected]
 JAN. 20/2015
  
 2F) NOTICE: THIS IS A DIGITAL PLAN, AFTER PERMIT
 ISSUANCE, THE PERMIT LIBRARIAN WILL E-MAIL YOU, THE
 APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR
 PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN
 COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE OTHER FOR
 THE MEP INSPECTORS.
  
 2G) NOTICE TO THRESHOLD INSPECTOR & CONTRACTOR. PLEASE
 CALL THE CITY OF WEST PALM BEACH?S AUTOMATED TELEPHONE
 INSPECTIONS LINE (561) 805-6700) FOR IN-PROGRESS
 INSPECTIONS FOR AUDITING OF JOBSITE INSPECTIONS.
  
 2H) NOTICE: REQUEST. RESPONSE INFORMATIONAL ONLY,
 PLEASE INCORPORATE INTO THE PLANS UNDER FIRE STOPPING
 PENETRATIONS. 109.3.6 THRESHOLD BUILDINGS, OPERATING
 GUIDELINES FOR THRESHOLD INSPECTORS #26. ASSURE THAT
 THE DESIGNER HAS REQUIRED ON THE PLANS OR
 SPECIFICATIONS ONE MATERIAL, APPROVED FOR FIRE STOPPING
 PENETRATIONS, FOR WALLS AND CEILINGS.
  
 3) MISSING THE REVISED COST CALCULATION SHEET.
 RESPONSE SEE RESPONSE FROM OWNER AND CONTRACTOR, WHERE.
 THE PERMIT VALUATION OF $8,500,000.00 IS LOW COMPARED
 TO THE CALCULATED VALUE FROM THE ICC BUILDING VALUATION
 DATA AUGUST 2014 USING THESE TABLES THE CALCULATED
 VALUE OF $9,855,203.00. PLEASE NOTE ANY SUB-PERMIT THAT
 TAKES SEPARATE FEES AND REVIEWS PLEASE LIST PERMITS AND
 VALUES, THESE WILL BE DEDUCTED FROM THE PRIME VALUE.
 ANY PERMITS AND VALUES NOT INCLUDED IN THIS LIST WILL
 REQUIRE SEPARATE FEES & REVIEWS.
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 108.3* BUILDING PERMIT
 VALUATION.
 IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
 CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
 ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
 APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
 PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
 VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
 REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
 FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
 BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
 COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
 VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
 (MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
 CONGRESS.
  
 4) COMPLIED. SOILS REPORT.
  
 5)COMPLIED. PAGE 003/ A-1.00 CODE SUMMARY SHEET:
  
  
  
 6-18) COMPLIED. PROVISO: DEFERRED SUBMITTAL. CONTRACTOR
 SHALL SUBMIT FLOOR INSULATION IN ACCORDANCE WITH:
 FBC-B 2010 1207.3 STRUCTURE-BORNE SOUND. FLOOR/CEILING
 ASSEMBLIES BETWEEN DWELLING UNITS OR BETWEEN A DWELLING
 UNIT AND A PUBLIC OR SERVICE AREA WITHIN THE STRUCTURE
 SHALL HAVE AN IMPACT INSULATION CLASS (IIC) RATING OF
 NOT LESS THAN 50 (45 IF FIELD TESTED) WHEN TESTED IN
 ACCORDANCE WITH ASTM E 492.
  
 FBC-B 2010 1207.2 1207.2 AIR-BORNE SOUND.
 WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES
 SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM
 PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION
 CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED)
 FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM
 E 90.
  
 FLAME SPREAD- FBC-B 2010 603.1.2 EXCEPTION 2.
 INSULATION INSTALLED BETWEEN A FINISHED FLOOR AND SOLID
 DECKING WITHOUT INTERVENING AIRSPACE SHALL BE ALLOWED
 TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 200.
  
 FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS
 A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL
 MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A
 MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
  
  
 19) COMPLIED. GUARD RAIL & ATTACHMENT
  
 20-22) COMPLIED
  
 23) BUILDING PROVISO: DEFERRED SUBMITTALS. 107.3.4.2
 CELCORE LIGHTWEIGHT INSULATING CONCRETE NOA 13-0307.02
 CIRCLE THE SUB-SYSTEM THAT IS TO BE USED ON THIS
 PROJECT AND THE ASSOCIATED PRESSURES. 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED. 107.2.1.2 FOR ROOF
 ASSEMBLIES REQUIRED BY THE CODE, THE CONSTRUCTION
 DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND DELINEATE THE
 TYPE OF ROOFING SYSTEM, MATERIALS, FASTENING
 REQUIREMENTS, FLASHING REQUIREMENTS AND WIND RESISTANCE
 RATING THAT ARE REQUIRED TO BE INSTALLED. PRODUCT
 EVALUATION AND INSTALLATION SHALL INDICATE COMPLIANCE
 WITH THE WIND CRITERIA REQUIRED FOR THE SPECIFIC SITE
 OR A STATEMENT BY AN ARCHITECT OR ENGINEER FOR THE
 SPECIFIC SITE MUST BE SUBMITTED WITH THE CONSTRUCTION
 DOCUMENTS.
  
 24-27)BUILDING PROVISO: DEFERRED SUBMITTALS. 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.
  
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2015-05-29 Cont ID  
Sent By   Date 2015-05-29 Time   Rev Time 0.00
Received By   Date 2015-05-28 Time 08:20 Sent To  
Notes
2015-06-04 09:54:49BUILDING PLAN REVIEW
 W. P. B. PERMIT: 14120431
 ADD: 312 23RD ST.
 PCN:74-43-43-10-19-003-0143
 CONT: PETROCCHI CONSTRUCTION
 TEL: (305)495-3745
 E-MAI: [email protected]
  
 PARK PALM BEACH MULTIFAMILY RESIDENTIAL
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
 3RD REVIEW
 DATE: FRI. MAY 29TH/ 2015
 ACTION: DENIED
 NOTICE: ART IN PUBLIC PLACES
 THE CITY OF WEST PALM BEACH ART IN PUBLIC PLACES
 ORDINANCE REQUIREMENT THAT APPLIES TO ANY REMODEL OR
 NEW CONSTRUCTION PROJECT FOR WHICH THE PERMIT
 APPLICATION WAS SUBMITTED AFTER 7/1/14, AND THE TOTAL
 PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN
 $500,000. PER CITY OF WEST PALM BEACH ORDINANCE NO.
 4504-14, AND CITY OF WEST PALM BEACH CODE OF
 ORDINANCES, ARTICLE V, ART IN PUBLIC PLACES, SECTION
 78-123(A) AND SECTION 78-126(A), THE ART ASSESSMENT IS
 1% OF THE TOTAL PROJECT CONSTRUCTION COST.
  
 PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE
 V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND
 NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO
 THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE
 PROJECTS
  
 1) COMPLIED.
 2) THIS PROJECT IS FOR A 4 STORY BUILDING THAT
 QUALIFIES AS A THRESHOLD BUILDING. FL S. S. 553.71(7) "
 THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH
 HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN
 THE FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT.
 IN AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
 2A) 2ND. COMPLIED, WRITTEN INSPECTION PLAN.
 2B)SEMI- COMPLIED. THE SPECIAL INSPECTION FORMS WERE
 PARTIALLY FILLED OUT AND SIGNED , THE CONTRACTOR PAGE #
 5 HAS NOT BEEN FILLED OUT.
  
 2C) COMPLIED REQUEST. SPECIAL INSPECTOR RESUME' .
 2D) 3RD REQUEST. RESPONSE, OWNER WILL SUBMIT. THE
 CONTRACTOR WILL PRODUCE A JOB SUMMARY OR HISTORY FOR
 THIS TYPE OF CONSTRUCTION. THIS MAY BE SUBMITTED TO KEN
 CONRAD BY E-MAIL. KEN CONRAD: [email protected]
 2E) NOTE NO ACTION IS REQUIRED, WE ARE E-MAILING YOU
 THE THRESHOLD INSPECTOR DOCUMENTS AND FORMS TO THIS
 E-MAIL ADDRESS; E-MAIL: [email protected]
 JAN. 20/2015
 2F) NOTICE: THIS IS A DIGITAL PLAN, AFTER PERMIT
 ISSUANCE, THE PERMIT LIBRARIAN WILL E-MAIL YOU, THE
 APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR
 PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN
 COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE OTHER FOR
 THE MEP INSPECTORS.
 2G) NOTICE TO THRESHOLD INSPECTOR & CONTRACTOR. PLEASE
 CALL THE CITY OF WEST PALM BEACH?S AUTOMATED TELEPHONE
 INSPECTIONS LINE (561) 805-6700) FOR IN-PROGRESS
 INSPECTIONS FOR AUDITING OF JOBSITE INSPECTIONS.
 2H) NOTICE: REQUEST. RESPONSE INFORMATIONAL ONLY,
 PLEASE INCORPORATE INTO THE PLANS UNDER FIRE STOPPING
 PENETRATIONS. 109.3.6 THRESHOLD BUILDINGS, OPERATING
 GUIDELINES FOR THRESHOLD INSPECTORS #26. ASSURE THAT
 THE DESIGNER HAS REQUIRED ON THE PLANS OR
 SPECIFICATIONS ONE MATERIAL, APPROVED FOR FIRE STOPPING
 PENETRATIONS, FOR WALLS AND CEILINGS.
 3) MISSING THE REVISED COST CALCULATION SHEET.
 RESPONSE SEE RESPONSE FROM OWNER AND CONTRACTOR, WHERE.
 THE PERMIT VALUATION OF $8,500,000.00 IS LOW COMPARED
 TO THE CALCULATED VALUE FROM THE ICC BUILDING VALUATION
 DATA AUGUST 2014 USING THESE TABLES THE CALCULATED
 VALUE OF $9,855,203.00. PLEASE NOTE ANY SUB-PERMIT THAT
 TAKES SEPARATE FEES AND REVIEWS PLEASE LIST PERMITS AND
 VALUES, THESE WILL BE DEDUCTED FROM THE PRIME VALUE.
 ANY PERMITS AND VALUES NOT INCLUDED IN THIS LIST WILL
 REQUIRE SEPARATE FEES & REVIEWS.
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 108.3* BUILDING PERMIT
 VALUATION.
 IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
 CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
 ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
 APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
 PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
 VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
 REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
 FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
 BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
 COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
 VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
 (MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
 CONGRESS.
 4) COMPLIED. SOILS REPORT.
  
 5)COMPLIED. PAGE 003/ A-1.00 CODE SUMMARY SHEET:
  
  
  
 6-18) COMPLIED. PROVISO: DEFERRED SUBMITTAL. CONTRACTOR
 SHALL SUBMIT FLOOR INSULATION IN ACCORDANCE WITH:
 FBC-B 2010 1207.3 STRUCTURE-BORNE SOUND. FLOOR/CEILING
 ASSEMBLIES BETWEEN DWELLING UNITS OR BETWEEN A DWELLING
 UNIT AND A PUBLIC OR SERVICE AREA WITHIN THE STRUCTURE
 SHALL HAVE AN IMPACT INSULATION CLASS (IIC) RATING OF
 NOT LESS THAN 50 (45 IF FIELD TESTED) WHEN TESTED IN
 ACCORDANCE WITH ASTM E 492.
  
 FBC-B 2010 1207.2 1207.2 AIR-BORNE SOUND.
 WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES
 SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM
 PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION
 CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED)
 FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM
 E 90.
  
 FLAME SPREAD- FBC-B 2010 603.1.2 EXCEPTION 2.
 INSULATION INSTALLED BETWEEN A FINISHED FLOOR AND SOLID
 DECKING WITHOUT INTERVENING AIRSPACE SHALL BE ALLOWED
 TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 200.
  
 FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS
 A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL
 MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A
 MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
  
  
 19) COMPLIED. GUARD RAIL & ATTACHMENT
  
 20-22) COMPLIED
  
 23) BUILDING PROVISO: DEFERRED SUBMITTALS. 107.3.4.2
 CELCORE LIGHTWEIGHT INSULATING CONCRETE NOA 13-0307.02
 CIRCLE THE SUB-SYSTEM THAT IS TO BE USED ON THIS
 PROJECT AND THE ASSOCIATED PRESSURES. 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED. 107.2.1.2 FOR ROOF
 ASSEMBLIES REQUIRED BY THE CODE, THE CONSTRUCTION
 DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND DELINEATE THE
 TYPE OF ROOFING SYSTEM, MATERIALS, FASTENING
 REQUIREMENTS, FLASHING REQUIREMENTS AND WIND RESISTANCE
 RATING THAT ARE REQUIRED TO BE INSTALLED. PRODUCT
 EVALUATION AND INSTALLATION SHALL INDICATE COMPLIANCE
 WITH THE WIND CRITERIA REQUIRED FOR THE SPECIFIC SITE
 OR A STATEMENT BY AN ARCHITECT OR ENGINEER FOR THE
 SPECIFIC SITE MUST BE SUBMITTED WITH THE CONSTRUCTION
 DOCUMENTS.
  
 24-27)BUILDING PROVISO: DEFERRED SUBMITTALS. 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.
  
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2015-03-30 Cont ID  
Sent By wjolin Date 2015-03-30 Time 06:57 Rev Time 0.00
Received By jwitmer Date 2015-03-26 Time 15:57 Sent To  
Notes
2015-03-30 06:57:41BUILDING PLAN REVIEW
 W. P. B. PERMIT: 14120431
 ADD: 321 23RD ST.
 PCN:74-43-43-10-19-003-0143
 CONT: PETROCCHI CONSTRUCTION
 TEL: (305)495-3745
 E-MAI: [email protected]
  
 PARK PALM BEACH MULTIFAMILY RESIDENTIAL
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
 2ND REVIEW
 DATE: SAT. 27/ 2015
 ACTION: DENIED
 NOTICE: CHAPTER 553.80(2)(B) FLORIDA STATUTES STATES
 THAT A LOCAL GOVERNMENT SHALL IMPOSE A FEE OF FOUR
 TIMES THE FEE FOR PLAN REVIEW, IF PLANS ARE REJECTED
 (3) OR MORE TIMES FOR REPEATED FAILURE TO CORRECT A
 CODE VIOLATION.
  
 NOTICE: ART IN PUBLIC PLACES
 THE CITY OF WEST PALM BEACH ART IN PUBLIC PLACES
 ORDINANCE REQUIREMENT THAT APPLIES TO ANY REMODEL OR
 NEW CONSTRUCTION PROJECT FOR WHICH THE PERMIT
 APPLICATION WAS SUBMITTED AFTER 7/1/14, AND THE TOTAL
 PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN
 $500,000. PER CITY OF WEST PALM BEACH ORDINANCE NO.
 4504-14, AND CITY OF WEST PALM BEACH CODE OF
 ORDINANCES, ARTICLE V, ART IN PUBLIC PLACES, SECTION
 78-123(A) AND SECTION 78-126(A), THE ART ASSESSMENT IS
 1% OF THE TOTAL PROJECT CONSTRUCTION COST.
  
 PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE
 V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND
 NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO
 THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE
 PROJECTS
  
 1) THE PERMIT APPLICATION LIST THE ADDRESS OF 321 23RD
 ST./ 74-43-43-10-19-003-0143, THIS IS A SINGLE LOT,
 THIS WILL REQUIRE MORE THAN A UNITY OF TITLE, THIS
 PROJECT WILL REQUIRE A REPLAT WITH A NEW PCN AND
 POSSIBLE ADDRESS CHANGE.
 2) THIS PROJECT IS FOR A 4 STORY BUILDING THAT
 QUALIFIES AS A THRESHOLD BUILDING. FL S. S. 553.71(7) "
 THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH
 HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN
 THE FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT.
 IN AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
 2A) 2ND. REQUEST. THE RESPONSE INDICATED THE WRITTEN
 STRUCTURAL INSPECTION PLAN WAS ATTACHED TO THE RESPONSE
 PACKAGE. NOTE I?VE GONE THROUGH ALL OF THE RESPONSE
 PACKAGES, ARCHITECTURAL, STRUCTURAL, AND MEP RESPONSE
 SHEETS; THERE IS NO WRITTEN STRUCTURAL INSPECTION PLAN.
 109.3.6.1 THE ENFORCING AGENCY SHALL REQUIRE A
 (WRITTEN/ TYPED) SPECIAL INSPECTOR TO PERFORM
 STRUCTURAL INSPECTIONS ON A THRESHOLD BUILDING PURSUANT
 TO A STRUCTURAL INSPECTION PLAN PREPARED BY THE
 ENGINEER OF RECORD. THE STRUCTURAL INSPECTION PLAN MUST
 BE SUBMITTED TO THE ENFORCING AGENCY PRIOR TO THE
 ISSUANCE OF A BUILDING PERMIT FOR THE CONSTRUCTION OF A
 THRESHOLD BUILDING. THE PURPOSE OF THE STRUCTURAL
 INSPECTION PLAN IS TO PROVIDE SPECIFIC INSPECTION
 PROCEDURES AND SCHEDULES SO THAT THE BUILDING CAN BE
 ADEQUATELY INSPECTED FOR COMPLIANCE WITH THE PERMITTED
 DOCUMENTS.
 2B) COMPLIED.
 THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B. AMENDMENT
 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH ARE
 REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT OR
 ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE
 BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE
 PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE
 FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL
 AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTE.
  
 2C) 2ND. REQUEST. RESPONSE, OWNER WILL SUBMIT. FOR THE
 SPECIAL INSPECTOR PLEASE PROVIDE A RESUME' OF
 INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE RESUME'
 MUST BE ACCOMPANIED BY ALL CERTIFICATES AS SPECIFIED
 HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE WILL
 REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED, AN
 INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
 CONTACT KEN CONRAD
 TEL: 561-805-6666
 E-MAIL: [email protected]
 D) 2ND. REQUEST. RESPONSE, OWNER WILL SUBMIT. THE
 CONTRACTOR WILL PRODUCE A JOB SUMMARY OR HISTORY FOR
 THIS TYPE OF CONSTRUCTION. THIS MAY BE SUBMITTED TO KEN
 CONRAD BY E-MAIL. KEN CONRAD: [email protected]
 E) NOTE NO ACTION IS REQUIRED, WE ARE E-MAILING YOU THE
 THRESHOLD INSPECTOR DOCUMENTS AND FORMS TO THIS E-MAIL
 ADDRESS; E-MAIL: [email protected] JAN.
 20/2015
 F) NOTICE: THIS IS A DIGITAL PLAN, AFTER PERMIT
 ISSUANCE, THE PERMIT LIBRARIAN WILL E-MAIL YOU, THE
 APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR
 PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN
 COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE OTHER FOR
 THE MEP INSPECTORS.
  
 G) NOTICE TO THRESHOLD INSPECTOR & CONTRACTOR. PLEASE
 CALL THE CITY OF WEST PALM BEACH?S AUTOMATED TELEPHONE
 INSPECTIONS LINE (561) 805-6700) FOR IN-PROGRESS
 INSPECTIONS FOR AUDITING OF JOBSITE INSPECTIONS.
 H) 2ND. REQUEST. RESPONSE INFORMATIONAL ONLY, PLEASE
 INCORPORATE INTO THE PLANS UNDER FIRE STOPPING
 PENETRATIONS. 109.3.6 THRESHOLD BUILDINGS, OPERATING
 GUIDELINES FOR THRESHOLD INSPECTORS #26. ASSURE THAT
 THE DESIGNER HAS REQUIRED ON THE PLANS OR
 SPECIFICATIONS ONE MATERIAL, APPROVED FOR FIRE STOPPING
 PENETRATIONS, FOR WALLS AND CEILINGS.
  
 3) RESPONSE SEE RESPONSE FROM OWNER AND CONTRACTOR,
 WHERE. THE PERMIT VALUATION OF $8,500,000.00 IS LOW
 COMPARED TO THE CALCULATED VALUE FROM THE ICC BUILDING
 VALUATION DATA AUGUST 2014 USING THESE TABLES THE
 CALCULATED VALUE OF $9,855,203.00. PLEASE NOTE ANY
 SUB-PERMIT THAT TAKES SEPARATE FEES AND REVIEWS PLEASE
 LIST PERMITS AND VALUES, THESE WILL BE DEDUCTED FROM
 THE PRIME VALUE. ANY PERMITS AND VALUES NOT INCLUDED IN
 THIS LIST WILL REQUIRE SEPARATE FEES & REVIEWS.
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 108.3* BUILDING PERMIT
 VALUATION.
 IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
 CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
 ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
 APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
 PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
 VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
 REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
 FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
 BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
 COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
 VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
 (MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
 CONGRESS.
 4) COMPLIED.
 PLEASE NOTE UNDER THE FOLDER SUPPORTING DOCUMENTS,
 MISSING WAS THE SOILS REPORT PREPARED BY ANDAMAN FILE
 03-2310 02/06/04. 2010 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.
 5) PAGE 003/ A-1.00 CODE SUMMARY SHEET:
 5A) COMPLIED..
 5B) OCCUPANCY & MEANS OF EGRESS HEADING: CORRECTION,
 MERCANTILE 3,212 GRS SF / 30 SF PER OCC.=108 FBC-B
 TABLE 1004.1.1
 5C) OCCUPANCY & MEANS OF EGRESS HEADING: CORRECTION,
 A-2 COURTYARD/ POOL & DECK CORRECTION 13 +104= 117
 OCCUPANTS. TYPO
 5D) COMPLIED.
 ALLOWABLE EXTERIOR OPENINGS CANNOT BE VERIFIED, THE
 PROPERTY LINES HAVE NOT BEEN PROVIDED AND THE DISTANCE
 AWAY FROM THE PROPERTY LINE. FBC-B TABLE 602 EXTERIOR
 FIRE RATINGS AND TABLE 705.8 ALLOWABLE OPENINGS.
  
 6) PAGE 004/ A-1.01 (NOTE K)/ 008- A-1.05 ON BOTH
 SHEETS THERE ARE NOTES TO COMPLY WITH 1207.2 AIR-BORNE
 SOUND AND 1207.3 STRUCTURE BORNE SOUND. IN NEITHER CASE
 HAS TESTING REPORTS SUBMITTED PROVIDING CODE
 COMPLIANCE. PAGE 008 HAD A NOTE OF REPORT NGC7005033
 BUT NOT SUBMITTED.
 THERE ARE GOING TO BE (2) ISSUES WITH THE RESPONSE
 ABOUT AIR-BORNE TESTING AND STRUCTURE BORNE TESTING.
 6A)(1) THE 1ST ISSUE IS FOR FIELD TESTING OF FLOOR
 SYSTEMS TO ASTM E90 AND ASTM E492 (2010 FBC-B 1207.3)
 FOR EACH FLOOR SYSTEM WITH DIFFERENT ASSEMBLIES WILL BE
 REQUIRED. STC/ IIC 45 FIELD TESTED.
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1 107.3.3 CONTRACTOR IS AT OWN RISK, NO
 ASSURANCES THAT A CERTIFICATE OF OCCUPANCY CAN BE
 ISSUED WITHOUT CODE COMPLIANCE.
 6A(2) THERE WILL BE ADDITIONAL TESTING OF AIR-BORNE
 SOUND (2010 FBC-B 1207.2 & 1207.2.1) FOR EACH TYPE OF
 WALL ASSEMBLY, SHALL HAVE A SOUND TRANSMISSION CLASS
 (STC) OF NOT LESS THAN 45 WHEN FIELD TESTED.
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1 107.3.3 CONTRACTOR IS AT OWN RISK, NO
 ASSURANCES THAT A CERTIFICATE OF OCCUPANCY CAN BE
 ISSUED WITHOUT CODE COMPLIANCE
 6A)(3) CONCRETE MASONRY ASSEMBLIES SHALL BE CALCULATED
 IN ACCORDANCE WITH TMS 0302 OR DETERMINED THROUGH
 TESTING IN ACCORDANCE WITH ASTM E 90.
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1 107.3.3 CONTRACTOR IS AT OWN RISK, NO
 ASSURANCES THAT A CERTIFICATE OF OCCUPANCY CAN BE
 ISSUED WITHOUT CODE COMPLIANCE
 6B) THE SECOND ISSUE THE ABOVE TESTING DOES NOT TAKE
 PLACE UNTIL THE UNITS ARE FINISHED AND CREDITS ARE
 BASICALLY TAKEN INTO ACCOUNT FOR FINISHES THAT ABSORB
 SOUND TRANSFER. THE ISSUE WILL BE COMPLIANCE WITH
 SECTION 2010 FBC-B 719.2 CONCEALED INSULATION OF
 INSULATING MATERIALS, SHALL HAVE A FLAME SPREAD INDEX
 OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT
 MORE THAN 450. BEFORE THE INSULATION IS INSTALLED IN
 WALLS OR FLOOR DECKS OR WITHIN FLOOR ASSEMBLIES THIS
 CODE SECTION HAS TO BE MET.
 6C) NEW COMMENT DEALS WITH THE ENERGY CALCULATIONS AND
 CREDITS TAKEN FOR FLOORS, THE 2ND FLOOR RESIDENTIAL
 UNITS WITH THE GARAGE BENEATH AS WELL AS UNITS OVER THE
 AIR CONDITIONED SPACE TAKE CREDIT FOR 1 FT. OF SOIL
 CONCRETE FLOORS CARPET AND RUBBER PAD. SHEET 008/A-1.05
 FLOOR/ WALL ASSEMBLIES DETAIL # 40 SHOWS THE FLOOR/
 CEILING ASSEMBLY 1ST FLOOR RESIDENTIAL /GARAGE CEILING
 ASSEMBLY NO R-VALUE ASSIGNED TO THE ASSEMBLY THROUGH
 THE ENERGY CALCS. NOTE THERE IS AN OPTIONAL HIGH HAT
 AND 5/8 INCH GYPSUM WALL BOARD.
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION 107.2.1
 INFORMATION ON CONSTRUCTION DOCUMENTS. SUCH DRAWINGS
 AND SPECIFICATIONS SHALL CONTAIN INFORMATION, IN THE
 FORM OF NOTES OR OTHERWISE, AS TO THE QUALITY OF
 MATERIALS, WHERE QUALITY IS ESSENTIAL TO CONFORMITY
 WITH THE TECHNICAL CODES. SUCH INFORMATION SHALL BE
 SPECIFIC, AND THE TECHNICAL CODES SHALL NOT BE CITED AS
 A WHOLE OR IN PART, NOR SHALL THE TERM "LEGAL" OR ITS
 EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION.
  
 7) PAGE 005/ A-1.02 OCCUPANCY & EGRESS PLAN / FIRE WALL
 SEPARATION.
 PAGE 023/ A-3.41 SOUTH STAIRS
 PAGE 024/ A-4.11 FIRST FLOOR PLAN
  
 7A)(1) COMPLIED. 4/01/2015 SPOKE WITH THE DESIGNER OF
 RECORD, RESOLVED ISSUE WITH SECTION 1027.1 EXCEPTION
 1.1-1.3.
  
 7A)(2) NEW COMMENT. THE LISTED ABOVE SHEETS DO NOT
 PROVIDE DOOR IDENTIFICATION TAGS TO VERIFY FIRE
 RESISTANCE RATINGS. 2010 FBC-B TABLE 715.4.
  
 7B-H) COMPLIED.
  
 8) COMPLIED.
 9) PAGE 42/ A-6.20 :
 9A) 2ND REQUEST. TRASH ROOM 2ND THROUGH THE 4TH FLOOR
 SHOW THE WHOLE OF THE TRASH ROOM/ ENCLOSURE AS BEING
 WITHIN THE 2 HOUR RATING FOR A SHAFT. DETAIL # 6 LABELS
 THE REFUSE CHUTE ITSELF AS THE SHAFT, THIS IS JUST THE
 TRASH CHUTE ITSELF.
 FBC-B 708.13.1 REFUSE AND LAUNDRY CHUTE ENCLOSURES. A
 SHAFT ENCLOSURE CONTAINING A REFUSE OR LAUNDRY CHUTE
 SHALL NOT BE USED FOR ANY OTHER PURPOSE AND SHALL BE
 ENCLOSED IN ACCORDANCE WITH SECTION 708.4. OPENINGS
 INTO THE SHAFT, INCLUDING THOSE FROM ACCESS ROOMS AND
 TERMINATION ROOMS, SHALL BE PROTECTED IN ACCORDANCE
 WITH THIS SECTION AND SECTION 715. OPENINGS INTO CHUTES
 SHALL NOT BE LOCATED IN CORRIDORS. DOORS SHALL BE SELF-
 OR AUTOMATIC-CLOSING UPON THE ACTUATION OF A SMOKE
 DETECTOR IN ACCORDANCE WITH SECTION 715.4.8.3, EXCEPT
 THAT HEAT-ACTIVATED CLOSING DEVICES SHALL BE PERMITTED
 BETWEEN THE SHAFT AND THE TERMINATION ROOM.
  
 9B) 2ND REQUEST, SHAFT IS STILL ENCLOSING THE ACCESS
 ROOM SEPARATING THE SHAFT FROM CORRIDOR. WITH THE
 CORRECTED SHAFT THE ACCESS ROOM THAT LEADS FROM THE
 CORRIDOR TO THE REFUSE CHUTE, THIS AREA WILL NEED TO
 COMPLY WITH 708.13.3 A 1 HOUR FIRE BARRIER WITH 3/4 HR.
 DOOR SELF-CLOSING OR AUTOMATIC CLOSING UPON THE
 DETECTION OF SMOKE IN ACCORDANCE WITH SECTION
 715.4.8.3. DOOR IS SHOWN AS ? HR.
  
 9C) COMPLIED.
 DETAIL # 6 FOR THE TRASH COLLECTION ROOM FAILS TO
 PROVIDE A FIRE RATING AT THE BOTTOM OF THE SHAFT, (2ND
 FLOOR LEVEL). SEE FBC-B 708.11 ENCLOSURE AT THE BOTTOM.
 NOTE THAT THE 3 HOUR FIRE RATED WALLS WOULD MEET THE
 FIRE RATINGS REQUIRED, ONLY 2 HRS. REQUIRED BUT THE
 OPENING PROTECTIVES WOULD THEN NEED TO BE 1 1/2 HOUR
 FIRE RATING PER TABLE 715.4.
  
 10-12) COMPLIED.
 13-18) REFER BACK TO THE REQUIREMENT OF COMMENT # 6 AND
 RESPONSE TO BE AIR-BORNE & STRUCTURE BORN SOUND TO BE
 FIELD TESTED. 2010 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1 107.3.3 CONTRACTOR IS
 AT OWN RISK, NO ASSURANCES THAT A CERTIFICATE OF
 OCCUPANCY CAN BE ISSUED WITHOUT CODE COMPLIANCE
 13A) PAGE 17/ A-3.10 THE EXIT ACCESS WALL COMMON TO
 THIS UNIT HAS A WALL TAG # 21 THIS WALL DOES NOT
 INDICATE COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE SOUND.
 WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES
 SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM
 PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION
 CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED)
 FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM
 E 90. PENETRATIONS OR OPENINGS IN CONSTRUCTION
 ASSEMBLIES FOR PIPING; ELECTRICAL DEVICES; RECESSED
 CABINETS; BATHTUBS; SOFFITS; OR HEATING, VENTILATING OR
 EXHAUST DUCTS SHALL BE SEALED, LINED, INSULATED OR
 OTHERWISE TREATED TO MAINTAIN THE REQUIRED RATINGS.
 THIS REQUIREMENT SHALL NOT APPLY TO DWELLING UNIT
 ENTRANCE DOORS; HOWEVER, SUCH DOORS SHALL BE TIGHT
 FITTING TO THE FRAME AND SILL.
  
 13B) PAGE 18/ A-3.11 THE EXIT ACCESS WALL COMMON TO
 THIS UNIT HAS A WALL TAG # 21 THIS WALL DOES NOT
 INDICATE COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE SOUND.
 WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES
 SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM
 PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION
 CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED)
 FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM
 E 90. PENETRATIONS OR OPENINGS IN CONSTRUCTION
 ASSEMBLIES FOR PIPING; ELECTRICAL DEVICES; RECESSED
 CABINETS; BATHTUBS; SOFFITS; OR HEATING, VENTILATING OR
 EXHAUST DUCTS SHALL BE SEALED, LINED, INSULATED OR
 OTHERWISE TREATED TO MAINTAIN THE REQUIRED RATINGS.
 THIS REQUIREMENT SHALL NOT APPLY TO DWELLING UNIT
 ENTRANCE DOORS; HOWEVER, SUCH DOORS SHALL BE TIGHT
 FITTING TO THE FRAME AND SILL.
  
 14A) PAGE 19/ A3.12 THE BATHROOM WALL NEXT TO THE
 GARDEN TUB DOES NOT HAVE A WALL IDENTIFICATION TAG,
 SHOW COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE SOUND.
  
 14B) PAGE 19/ A3.12 THE KITCHEN WALL NEXT TO THE SINK
 HAS A WALL IDENTIFICATION TAG OF 33, THIS WALL DOES NOT
 HAVE ANY SOUND RATING, SHOW COMPLIANCE WITH FBC-B
 1207.2 AIR-BORNE SOUND.
  
 15) PAGE 20/ A3.20 THE EXIT ACCESS WALL COMMON TO THIS
 UNIT HAS A WALL TAG # 21 THIS WALL DOES NOT INDICATE
 COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE SOUND.
  
 16A) A3.21 THE EXIT ACCESS WALL COMMON TO THIS UNIT HAS
 A WALL TAG # 21 THIS WALL DOES NOT INDICATE COMPLIANCE
 WITH FBC-B 1207.2 AIR-BORNE SOUND.
  
 16B) MASTER BATH GARDEN TUB WALL THAT BACKS UP TO
 SHAFT, NO SHAFT IS SHOWN WALL TAG# 30 , WALL TYPE 30
 DOES NOT PROVIDE COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE
 SOUND.
  
 17) A3.22 WALL TAGS 33 & 35, BOTH OF THESE WALLS DO NOT
 PROVIDE COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE SOUND.
  
 18) PAGE 25, A4.12 HVAC SHAFT, THIS COMMENT STANDS FOR
 ALL FLOORS, WALL TAG # 30 DOES NOT SHOW COMPLIANCE WITH
 FBC-B 1207.2 AIR-BORNE SOUND.
  
 19) 2ND REQUEST, THE DESIGNER OF RECORD HAS LISTED THE
 CODE SECTION ON THIS SHEET, NOT THE DESIGN PARAMETERS.
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 107.2.1 INFORMATION ON
 CONSTRUCTION DOCUMENTS. SUCH INFORMATION SHALL BE
 SPECIFIC, AND THE TECHNICAL CODES SHALL NOT BE CITED AS
 A WHOLE OR IN PART, NOR SHALL THE TERM "LEGAL" OR
 ITS EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION.
  
 1ST REVIEW COMMENT. PAGE 43/ A7.01 GUARD RAILINGS FOR
 BALCONIES. DETAILS 3, 10 & 11 SHOW GUARD RAIL
 ATTACHMENT TO THE STRUCTURE WITH EXPANSION BOLTS. THERE
 IS A NOTE ON THE PLANS THAT THE CONNECTION DETAILS ARE
 TO BE DESIGNED BY A ENGINEER LICENSED IN THE STATE OF
 FLORIDA. WHAT THE DESIGNER OF RECORD FAILED TO PROVIDE
 IS THE REQUIREMENTS OF THE CODE FOR THE ENGINEER TO
 FOLLOW.
 2010 FBC-B 1607.7.1 HANDRAILS AND GUARDS.
 1607.7.1.1 CONCENTRATED LOAD.
 1607.7.1.2 COMPONENTS.
 20) 2ND REQUEST. THE NEW NOTES QUOTE THE CODE SECTION,
 THEY DO NOT GIVE THE FABRICATOR TO WHICH DESIGN
 CRITERIA YOU ARE SPECIFYING FOR THESE ELEMENTS ON YOUR
 BUILDING. THE DESIGNER OF RECORD HAS LISTED THE CODE
 SECTION ON THIS SHEET, NOT THE DESIGN PARAMETERS. 2010
 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 107.2.1 INFORMATION ON
 CONSTRUCTION DOCUMENTS. SUCH INFORMATION SHALL BE
 SPECIFIC,
 AND THE TECHNICAL CODES SHALL NOT BE CITED AS A WHOLE
 OR IN PART, NOR SHALL THE TERM "LEGAL" OR
 ITS EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION.
  
 1ST REVIEW COMMENT. PAGE 44/ A-7.02 & S-7.04 VARIOUS
 DETAILS AND DESIGN ARE SHOWN FOR CANOPY AND AWNINGS,
 THERE IS NO ATTACHMENT INFORMATION NOR IS THERE A
 PROPOSED WIND DESIGN PARAMETERS FOR THE SPECIALTY
 ENGINEER TO DESIGN. FBC-B 3105.
 21)2ND REQUEST, ENERGY CALCULATIONS DATED 12/09/2014.
 PAGE 45/A-7.03 INDICATES AN INSULATION NOTE WAS ADDED
 BUT WHERE? PAGE 45/ A-7.03 ROOF DETAILS NOR THE ENERGY
 CALCULATIONS PROVIDE WHAT THE MINIMUM ROOF INSULATION
 IS THAT IS REQUIRED. NOTE THE ENERGY FORMS ARE NOT
 CORRECT, THE FRONT PAGE IS FOR A 1 STORY BUILDING,
 PAGES 33-34 BOTH SHOW A VALUE OF R-21.2 PLEASE PROVIDE
 HOW CODE COMPLIANCE WILL BE ACHIEVED. WHOLE BUILDING
 METHOD FL ENERGY 506.2.1.
  
 22) SEMI ?COMPLIED. PAGE 53/ S1.01 ROOF ZONES 1, 2 & 3
 THE PRESSURES ARE LOW FOR A MEAN ROOF HEIGHT OF 48 FT.
 WITH A EXPOSURE D COEFFICIENT. PAGE 47/ S 1.01 WALL
 PRESSURES OK ARE TAKEN AT THE PARAPET HEIGHT OF 54 FT.
 ELEVATION.
  
 23) 2ND REQUEST. ARCHITECTS RESPONSE NOTE STATE SEE
 STRUCTURAL ENGINEERS NOTES FOR 22 & 23. THERE WAS NO
 RESPONSE TO COMMENT # 23. CELCORE LIGHTWEIGHT
 INSULATING CONCRETE NOA 13-0307.02 CIRCLE THE
 SUB-SYSTEM THAT IS TO BE USED ON THIS PROJECT AND THE
 ASSOCIATED PRESSURES. 107.2.1.3 ADDITIONAL INFORMATION
 IS REQUIRED. 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY
 THE CODE, THE CONSTRUCTION DOCUMENTS SHALL
 ILLUSTRATE, DESCRIBE AND DELINEATE THE TYPE OF ROOFING
 SYSTEM, MATERIALS, FASTENING REQUIREMENTS, FLASHING
 REQUIREMENTS AND WIND RESISTANCE RATING THAT ARE
 REQUIRED TO BE INSTALLED. PRODUCT EVALUATION AND
 INSTALLATION SHALL INDICATE COMPLIANCE WITH THE WIND
 CRITERIA REQUIRED FOR THE SPECIFIC SITE OR A STATEMENT
 BY AN ARCHITECT OR ENGINEER FOR THE SPECIFIC SITE MUST
 BE SUBMITTED WITH THE CONSTRUCTION DOCUMENTS.
  
 24-27) DEFERRED SUBMITTALS. 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.
  
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
  
  
 28) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. FOR DIGITAL
 PLANS, YOU WILL NEED TO PRINT THE CODE SUMMARY SHEET
 AND FLOOR PLANS TO SUBMIT TO THE COUNTY FOR REVIEW. WE
 WILL NEED THE STAMPED SHEET AND THE RECEIPT. PLEASE
 CALL (561)233-5025 FOR MORE INFORMATION.
  
 29) FOR DIGITAL REVIEW PLEASE SUBMIT 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.
  
 TO REVIEW PERMIT STATUS OR ALL REVIEWS YOU MAY LOG ONTO
 HTTP://ONESTOPSHOP.WPBGOV.COM/EGOVPLUS/PERMIT/PERM_STA
 TUS.ASPX FOR PERMIT STATUS.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-01-22 Cont ID  
Sent By wjolin Date 2015-01-22 Time 13:51 Rev Time 0.00
Received By jwitmer Date 2015-01-13 Time 07:30 Sent To  
Notes
2015-01-20 15:10:56BUILDING PLAN REVIEW
 PERMIT: 14120431
 ADD: 321 23RD ST.
 PCN:74-43-43-10-19-003-0143
 CONT: PETROCCHI CONSTRUCTION
 TEL: (305)495-3745
  
 PARK PALM BEACH MULTIFAMILY RESIDENTIAL
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 1ST REVIEW
 DATE:MON. JAN. 20/2015
 ACTION: DENIED
  
 1) THE PERMIT APPLICATION LIST THE ADDRESS OF 321 23RD
 ST./ 74-43-43-10-19-003-0143, THIS IS A SINGLE LOT,
 THIS WILL REQUIRE MORE THAN A UNITIY OF TITLE, THIS
 PROJECT WILL REQUIRE A REPLAT WITH A NEW PCN AND
 POSSIBLE ADDRESS CHANGE.
  
 2) THIS PROJECT IS FOR A 4 STORY BUILDING THAT
 QUALIFIES AS A THRESHOLD BUILDING. FL S. S. 553.71(7) "
 THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT IN HEIGHT, OR WHICH
 HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN
 THE FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ FT IN
 AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
  
 2A) 109.3.6.1 THE ENFORCING AGENCY SHALL REQUIRE A
 (WRITTEN/ TYPED) SPECIAL INSPECTOR TO PERFORM
 STRUCTURAL INSPECTIONS ON A THRESHOLD BUILDING PURSUANT
 TO A STRUCTURAL INSPECTION PLAN PREPARED BY THE
 ENGINEER OF RECORD. THE STRUCTURAL INSPECTION PLAN MUST
 BE SUBMITTED TO THE ENFORCING AGENCY PRIOR TO THE
 ISSUANCE OF A BUILDING PERMIT FOR THE CONSTRUCTION OF A
 THRESHOLD BUILDING. THE PURPOSE OF THE STRUCTURAL
 INSPECTION PLAN IS TO PROVIDE SPECIFIC INSPECTION
 PROCEDURES AND SCHEDULES SO THAT THE BUILDING CAN BE
 ADEQUATELY INSPECTED FOR COMPLIANCE WITH THE PERMITTED
 DOCUMENTS.
  
 2B) THRESHOLD BLDG, REQUIRED STATEMENT: W.P.B.
 AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH
 ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT
 OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE
 BEST OF THE ARCHITECT'S PR ENGINEER'S KNOWLEDGE, THE
 PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE
 FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL
 AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTE.
  
 C) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME'
 OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
 RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
 CONTACT KEN CONRAD
 TEL: 561-805-6666
 E-MAIL: [email protected]
  
 D) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR HISTORY
 FOR THIS TYPE OF CONSTRUCTION. THIS MAY BE SUBMITTED TO
 KEN CONRAD BY E-MAIL. KEN CONRAD: [email protected]
  
 E) NOTE NO ACTION IS REQUIRED, WE ARE E-MAILING YOU THE
 THRESHOLD INSPECTOR DOCUMENTS AND FORMS TO THIS E-MAIL
 ADDRESS;
 E-MAIL: [email protected] JAN. 20/2015
  
 F) NOTE THIS IS A DIGITAL PLAN, AFTER PERMIT ISSUANCE,
 THE PERMIT LIBRARIAN WILL E-MAIL YOU, THE APPROVED AND
 BATCH STAMPED PLANS SO YOU MAY PRINT YOUR PLANS, TWO
 SETS OF PLANS WILL NEED TO BE PRINTED IN COLLOR, (1)
 FOR THE THRESHOLD INSPECTOR, THE OTHER FOR THE MEP
 INSPECTORS.
  
 G) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR
 IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS.
  
 H) 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES
 FOR THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER
 HAS REQUIRED ON THE PLANS OR SPECIFICATIONS ONE
 MATERIAL, APPROVED FOR FIRE STOPPING PENETRATIONS, FOR
 WALLS AND CEILINGS.
  
 3) THE PERMIT VALUATION OF $8,500,000.00 IS LOW
 COMPARED TO THE CALCULATED VALUE FROM THE ICC BUILDING
 VALUATION DATA AUGUST 2014 USING THESE TABLES THE
 CALCULATED VALUE OF $9,855,203.00.
  
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 108.3* BUILDING PERMIT
 VALUATION.
 IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
 CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
 ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
 APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
 PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
 VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
 REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
 FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
 BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
 COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
 VALUATION REFRENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
 (MARSHALL-SWIFT, MEANS, ETC) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
 CONGRESS.
  
 4) PLEASE NOTE UNDER THE FOLDER SUPPORTING DOCUMENTS,
 MISSING WAS THE SOILS REPORT PREPARED BY ARDAMIN FILE
 03-2310 02/06/04. 2010 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.
  
 5) PAGE 003/ A-1.00 CODE SUMMARY SHEET:
 5A) BUILDING CODES THE FLORIDA BUUILDING CODE
 ACCESSIBILITY IS ITS OWN CODE BOOK NOT CHAPTER 11 AS IN
 THE ICC.
 5B) OCCUPANCY CLASSIFICATION CHAPTER 3 & TABLE 3-A,
 THERE IS NO TABLE 3-A IN THE 2010 FBC-B.
 5C) OCCUPANCY CLASSIFICATION LIST RETAIL TO BE COVERED
 UNDER 311.3 THE SAME AS OPEN GARAGES PLEASE SEE FBC-B
 304.1.
 5D) ALLOWABLE EXTERIOR OPENINGS CAN NOT BE VARIFIED,
 THE PROPERTY LINES HAVE NOT BEEN PROVIDED AND THE
 DISTANCE AWAY FROM THE PROPERTY LINE. FBC-B TABLE 602
 EXTERIOR FIRE RATINGS AND TABLE 705.8 ALLOWABLE
 OPENINGS.
  
 6) PAGE 004/ A-1.01 (NOTE K)/ 008- A-1.05 ON BOTH
 SHEETS THERE ARE NOTES TO COMPLY WITH 1207.2 AIR-BORNE
 SOUND AND 1207.3 STRUCTURE BORNE SOUND. IN NEITHER CASE
 HAS TESTING REPORTS SUBMITTED PROVIDING CODE
 COMPLIANCE. PAGE 008 HAD A NOT OF REPORT NGC7005033 BUT
 NOT SUBMITTED.
  
 7) PAGE 005/ A-1.02 OCCUPANCY & EGRESS PLAN / FIRE WALL
 SEPARATION.
 7A)GROUND FLOOR EGRESS PLAN. BLDG. AREA (2) THE TYPICAL
 FLOOR PLAN SOUTH VERTICAL EXIT STAIR (2 HOUR RATED
 STAIR ENCLOSURE EMPTIES INTO A EXIT PASAGEWAY (1023.1)
 NOT A EGRESS CORRIDOR. WHEN YOU ENTER A VERTICAL EXIT,
 YOU HAVE TO CONTINUE THAT LEVEL OF PROTECTION THROUGH
 TO THE EXIT DISCHARGE. 1023.5 OPENINGS AND
 PENETRATIONS.EXCEPT AS PERMITTED IN SECTION 402.4.6,
 OPENINGS IN EXIT PASSAGEWAYS OTHER THAN EXTERIOR
 OPENINGS SHALL BE LIMITED TO THOSE NECESSARY FOR EXIT
 ACCESS TO THE EXIT PASSAGEWAY FROM NORMALLY OCCUPIED
 SPACES AND FOR EGRESS FROM THE EXIT PASSAGEWAY.
 WHERE AN EXIT ENCLOSURE IS EXTENDED TO AN EXIT
 DISCHARGE OR A PUBLIC WAY BY AN EXIT PASSAGEWAY, THE
 EXIT PASSAGEWAY SHALL ALSO COMPLY WITH SECTION
 1022.2.1.
 ELEVATORS SHALL NOT OPEN INTO AN EXIT PASSAGEWAY.
  
 402.4.6 SERVICE AREAS FRONTING ON EXIT PASSAGEWAYS.
 MECHANICAL ROOMS, ELECTRICAL ROOMS, BUILDING SERVICE
 AREAS AND SERVICE ELEVATORS ARE PERMITTED TO OPEN
 DIRECTLY INTO EXIT PASSAGEWAYS, PROVIDED THE EXIT
 PASSAGEWAY IS SEPARATED FROM SUCH ROOMS WITH NOT LESS
 THAN 1-HOUR FIRE BARRIERS CONSTRUCTED IN ACCORDANCE
 WITH SECTION 707 OR HORIZONTAL ASSEMBLIES CONSTRUCTED
 IN ACCORDANCE WITH SECTION 712, OR BOTH. THE MINIMUM
 FIRE PROTECTION RATING OF OPENINGS IN THE FIRE BARRIERS
 SHALL BE 1 HOUR.
 SUCH ROOMS OR AREAS SHALL BE PROTECTED BY AN APPROVED
 SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE
 WITH SECTION 903; HOWEVER, THE EXCEPTION IN NFPA 13,
 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS,
 THAT PERMIT THE OMISSION OF SPRINKLERS FROM SUCH ROOMS
 SHALL NOT BE PERMITTED.
  
 PLEASE ALSO NOTE THAT WITH OPENING 208 BEING GATE THIS
 WILL BE REQUIRED TO BE THE EXIT DOOR WITH CLOSER, THE
 DOOR WITH A CLOSER AND LATCH WILL REQUIRE ACLEAR FLOOR
 SPACE SEE ACCESS. CODE FIGURE 404.2.4.1 (C).
  
 7B) GROUND FLOOR EGRESS PLAN. THE INTERIOR SIDE OF THE
 LOT LINE IS NOT SHOWN NOR IS THE WEST PROPERTY LINE NOT
 SHOWN. THE POOL AND SUN DECK SHOWS (2) MEANS OF EGRESS
 FROM THE POOL BUT THE PLANS DO NOT SHOW HOW EGRESS TO
 THE PUBLIC WAY WILL BE COMPLIED WITH. PLEASE PROVIDE
 THE DISTANCE FROM THE BUILDING TO THE LOT LINE. THE
 WEST VERTICAL EXIT ALSO EMPTIES TO THE SIDE CLOSEST TO
 THE PROPERTY LINE PLEASE PROVIDE COMPLIANCE WITH FBC-B
 1027.2-1027.6.
  
 7C) CLUBHOUSE EGRESS PLAN. PLEASE NOTE THERE ARE
 VARIOUS ROOMS THAT ARE NOT IDENTIFIED ON THIS PLAN,
 USE, SQ. FOOTAGE AND OCCUPANCY LOADS CAN NOT BE
 CONFIRMED. 107.3.5.1 MINIUMUM CRITERIA FOR COMMERCIAL
 BUILDING PLAN REVIEW.
  
 7D) THE FITNESS CENTER SHOWS THE MEANS OF EGRESS GOING
 THROUGH INTO THE 3 HR RATED VERTICAL EXIT, SHEET A-6.01
 STAIR PLAN # 2 IST FLOOR, PLEASE
 PROVIDE THE HEAD ROOM FROM THE 1ST FLOOR SLAB TO THE
 MID-LANDING AS PART OF A MEANS OF EGRESS MINIMUM HEAD
 ROOM FBC-B 1208.2. 1006.3.9
 SIGNS INSTALLED AS PROJECTIONS FROM A WALL OR CEILING
 WITHIN THE MEANS OF EGRESS SHALL PROVIDE VERTICAL
 CLEARANCE NO LESS THAN 80 INCHES (2134 MM) FROM THE
 WALKING SURFACE.
  
 7E) PLEASE REVIEW RETAIL SUITES 200, 300 & 400 ALL ARE
 FIGURED AT 200 FT/ OCC. 1ST FLOOR RETAIL IS FIRURED AT
 30 SQ. FT./ OCC. FBC-B TABLE 1004.1.1.
  
 7F) THE MULTI-PURPOSE ROOM IS MISSING FROM THE 1ST
 FLOOR OCCUPANCY LOAD TABLE FBC-B TABLE 1004.1.1.
  
 7G) THE CLUBHOUSE/ LEASING ROOM IS NOT DEFINED AS TO
 LOCATION SHEET A-4.11 DOES NOT REFERANCE SUCH AREA.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 7H) THE RETAIL SPACE WITH 1050 SQ. FT. /30= 52
 OCCUPANTS, DOOR 103 WILL NEED TO SWING IN THE DIRECTION
 OF EGRESS TRAVEL. FBC-B 1008.1.2.
  
 8) PAGE 13/ A-2.00 ARCHITECTURAL SITE REFERENCE PLAN:
 8A) IT APPEARS THERE IS A DISCREPANCY IN THE 1ST FLOOR
 UNIT DESIGN, THE GRAPH SHOWS UNIT TYPES ON THE FIRST
 FLOOR AS RESIDENTIAL UNITS WHERE AS THE LOWER RIGHT
 PORTION OF THE PAGE SHOWS (3) RETAIL UNITS. 107.2.1.3
 ADDITIONAL INFORMATION REQUIRED, DISCREPANCY IN PLANS.
  
 9) PAGE 42/ A-6.20 :
 9A) TRASH ROOM 2ND THROUGH THE 4TH FLOOR SHOW THE WHOLE
 OF THE TRASH ROOM/ ENCLOSRE AS BEING WITHIN THE 2 HOUR
 RATING FOR A SHAFT. DETAIL # 6 LABELS THE REFUSE CHUTE
 ITSELF AS THE SHAFT, THIS IS JUST THE TRASH CHUTE
 ITSELF.
  
 FBC-B 708.13.1 REFUSE AND LAUNDRY CHUTE ENCLOSURES. A
 SHAFT ENCLOSURE CONTAINING A REFUSE OR LAUNDRY CHUTE
 SHALL NOT BE USED FOR ANY OTHER PURPOSE AND SHALL BE
 ENCLOSED IN ACCORDANCE WITH SECTION 708.4. OPENINGS
 INTO THE SHAFT, INCLUDING THOSE FROM ACCESS ROOMS AND
 TERMINATION ROOMS, SHALL BE PROTECTED IN ACCORDANCE
 WITH THIS SECTION AND SECTION 715. OPENINGS INTO CHUTES
 SHALL NOT BE LOCATED IN CORRIDORS. DOORS SHALL BE SELF-
 OR AUTOMATIC-CLOSING UPON THE ACTUATION OF A SMOKE
 DETECTOR IN ACCORDANCE WITH SECTION 715.4.8.3, EXCEPT
 THAT HEAT-ACTIVATED CLOSING DEVICES SHALL BE PERMITTED
 BETWEEN THE SHAFT AND THE TERMINATION ROOM.
  
 9B) WITH THE CORRECTED SHAFT THE ACCESS ROOM THAT LEADS
 FROM THE CORRIDOR TO THE REFUSE SHUTE, THIS AREA WILL
 NEED TO COMPLY WITH 708.13.3 A 1 HOUR FIRE BARRIER WITH
 3/4 HR DOOR SELF CLOSING OR AUTOMATIC CLOSING UPON THE
 DETECTION OF SMOKE IN ACCORDANCE WITH SECTION
 715.4.8.3.
  
 9C) DETAIL # 6 FOR THE TRASH COLLECTION ROOM FAILS TO
 PROVIDE A FIRE RATING AT THE BOTTOM OF THE SHAFT, (2ND
 FLOOR LEVEL). SEE FBC-B 708.11 ENCLOSURE AT THE BOTTOM.
 NOTE THAT THE 3 HOUR FIRE RATED WALLS WOULD MEET THE
 FIRE RATINGS REQUIRED, ONLY 2 HRS REQUIRED BUT THE
 OPENING PROTECTIVES WOULD THEN NEED TO BE 1 1/2 HOUR
 FIRE RATING PER TABLE 715.4.
  
 10) PAGE 40 - 41/ A-8.10- A-8.11 NEITHER ELEVATOR SHOWS
 COMPLIANCE WITH THE AMBULANCE STRETCHER
 REQUIREMENTSFBC-B 3002.4. THE ELEVATOR CAR SHALL BE OF
 SUCH A SIZE AND ARRANGEMENT TO ACCOMMODATE AN AMBULANCE
 STRETCHER 24 INCHES BY 76 INCHES (610 MM BY 1950 MM)
 WITH NOT LESS THAN 5-INCH (127 MM) RADIUS CORNERS, IN
 THE HORIZONTAL, OPEN POSITION AND SHALL BE IDENTIFIED
 BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL
 SERVICES (STAR OF LIFE). THE SYMBOL SHALL NOT BE LESS
 THAN 3 INCHES (76 MM) HIGH AND SHALL BE PLACED INSIDE
 ON BOTH SIDES OF THE HOISTWAY DOOR FRAME.
  
 11) PAGE 25 / A-4.12 THIS COMMENT IS COMMON FOR THE 2ND
 FLOOR THRU 4TH FLOOR. DETAIL # 4 DOOR # 209 ON THE DOOR
 SCHEDULE IS INDICATED AS A 45 MINUTE REATED DOOR,
 PLEASE REVIEW FBC-B 509.5 A FIRE-RESISTANCE RATING OF
 NOT LESS THAN 3 HOURS AND THE FLOOR AREA IS SUBDIVIDED
 BY 2-HOUR FIRE-RESISTANCE-RATED FIRE WALLS INTO AREAS
 OF NOT MORE THAN 3,000 SQUARE FEET . OPENING
 PROTECTIVES 715.4 2HR FIRE WALL/ 1 1/2 OPENING
 PROTECTIVES.
  
 12) PAGE 16/ A-3.10. THIS SHEET IS ACTUALLY A-3.41 ,
 SHOULD BE PAGE 23, OUT OF ORDER OF THE INDEX.THE NEXT6
 SHEETS ARE NOW OUT OF ORDER TO THE INDEX OF SHEETS.
  
 13 PAGE 17/ A-3.10 THE EXIT ACCESS WALL COMMON TO THIS
 UNIT HAS A WALL TAG # 21 THIS WALL DOES NOT INDICATE
 COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE SOUND. WALLS,
 PARTITIONS AND FLOOR/CEILING ASSEMBLIES SEPARATING
 DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR
 SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS
 (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) FOR
 AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM E
 90. PENETRATIONS OR OPENINGS IN CONSTRUCTION ASSEMBLIES
 FOR PIPING; ELECTRICAL DEVICES; RECESSED CABINETS;
 BATHTUBS; SOFFITS; OR HEATING, VENTILATING OR EXHAUST
 DUCTS SHALL BE SEALED, LINED, INSULATED OR OTHERWISE
 TREATED TO MAINTAIN THE REQUIRED RATINGS. THIS
 REQUIREMENT SHALL NOT APPLY TO DWELLING UNIT ENTRANCE
 DOORS; HOWEVER, SUCH DOORS SHALL BE TIGHT FITTING TO
 THE FRAME AND SILL.
  
 13) PAGE 18/ A-3.11 THE EXIT ACCESS WALL COMMON TO THIS
 UNIT HAS A WALL TAG # 21 THIS WALL DOES NOT INDICATE
 COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE SOUND. WALLS,
 PARTITIONS AND FLOOR/CEILING ASSEMBLIES SEPARATING
 DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR
 SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS
 (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) FOR
 AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM E
 90. PENETRATIONS OR OPENINGS IN CONSTRUCTION ASSEMBLIES
 FOR PIPING; ELECTRICAL DEVICES; RECESSED CABINETS;
 BATHTUBS; SOFFITS; OR HEATING, VENTILATING OR EXHAUST
 DUCTS SHALL BE SEALED, LINED, INSULATED OR OTHERWISE
 TREATED TO MAINTAIN THE REQUIRED RATINGS. THIS
 REQUIREMENT SHALL NOT APPLY TO DWELLING UNIT ENTRANCE
 DOORS; HOWEVER, SUCH DOORS SHALL BE TIGHT FITTING TO
 THE FRAME AND SILL.
  
 14A) PAGE 19/ A3.12 THE BATHROOM WALL NEXT TO THE
 GARDEN TUB DOES NOT HAVE A WALL IDENTIFICATION TAG,
 SHOW COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE SOUND.
  
 14B) PAGE 19/ A3.12 THE KITCHEN WALL NEXT TO THE SINK
 HAS A WALL IDENTIFICATION TAG OF 33, THIS WALL DOES NOT
 HAVE ANY SOUND RATING, SHOW COMPLIANCE WITH FBC-B
 1207.2 AIR-BORNE SOUND.
  
 15) PAGE 20/ A3.20 THE EXIT ACCESS WALL COMMON TO THIS
 UNIT HAS A WALL TAG # 21 THIS WALL DOES NOT INDICATE
 COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE SOUND.
  
 16A) A3.21 THE EXIT ACCESS WALL COMMON TO THIS UNIT HAS
 A WALL TAG # 21 THIS WALL DOES NOT INDICATE COMPLIANCE
 WITH FBC-B 1207.2 AIR-BORNE SOUND.
  
 16B) MASTER BATH GARDEN TUB WALL THAT BACKS UP TO
 SHAFT, NO SHAFT IS SHOWN WALL TAG# 30 , WALL TYPE 30
 DOES NOT PROVIDE COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE
 SOUND.
  
 17) A3.22 WALL TAGS 33 & 35, BOTH OF THESE WALLS DO NOT
 PROVIDE COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE SOUND.
  
 18) PAGE 25, A4.12 HVAC SHAFT, THIS COMMENT STANDS FOR
 ALL FLOORS, WALL TAG # 30 DOES NOT SHOW COMPLIANCE WITH
 FBC-B 1207.2 AIR-BORNE SOUND.
  
 19) PAGE 43/ A7.01 GUARD RAILINGS FOR BALCONIES.
 DETAILS 3, 10 & 11 SHOW GUARD RAIL ATTACHMENT TO THE
 STRUCTURE WITH EXSPANSION BOLTS. THERE IS A NOTE ON THE
 PLANS THAT THE CONNECTION DETAILS ARE TO BE DESIGNED BY
 A ENGINEER LICENSED IN THE STATE OF FLORIDA. WHAT THE
 DESIGNER OF RECORD FAILED TO PROVIDE IS THE
 REQUIREMENTS OF THE CODE FOR THE ENGINEER TO FOLLOW.
 2010 FBC-B 1607.7.1 HANDRAILS AND GUARDS.
 1607.7.1.1 CONCENTRATED LOAD.
 1607.7.1.2 COMPONENTS.
  
 20) PAGE 44/ A-7.02 & S-7.04 VARIOUS DETAILS AND DESIGN
 ARE SHOWN FOR CANOPY AND AWNINGS, THERE IS NO
 ATTACHMENT INFORMATION NOR IS THERE A PROPOSED WIND
 DESIGN PARAMETERS FOR THE SPECIALTY ENGINEER TO DESIGN.
 FBC-B 3105.
  
 21) PAGE 45/ A-7.03 ROOF DETAILS NOR THE ENERGY
 CALCULATIONS PROVIDE WHAT THE MINIMUM ROOF INSULATION
 IS THAT IS REQUIRED. NOTE THE ENERGY FORMS ARE NOT
 CORRECT, THE FRONT PAGE IS FOR A 1 STORY BUILDING,
 PAGES 33-34 BOTH SHOW A VALUE OF R-21.2 PLEASE PROVIDE
 HOW CODE COMPLIANCE WITLL BE ACHIEVED. WHOLE BUILDING
 METHOD FL ENERGY 506.2.1.
  
 22) PAGE 49/ S1.01 THE GENERAL NOTE # 3 PROVIDES THE
 WIND DESIGN CRITERIA BUT DOES NOT EXPLAIN MORE THAN
 COMPONENTS AND CLADDING (VASD) +54.14/ -70.75 PSF. THIS
 PRESSURE DOES NOT INDICATE FOR WHAT SQ. FT. THIS
 DESIGNED FOR, NOR DOES IT PROVIDE FOR WHAT ZONE, ROOF
 OR WALL.
 PLEASE PROVIDE A VULT AND VASD SCHEDULE FOR ZONES, 1,
 2, 3, 4 & 5 FOR 10 SQ. FT., 20 SQ. FT, 50 SQ. FT. & 100
 SQ. FT. THE TABLES IN THE CODE BOOKS ARE NOT GOOD ABOVE
 60 FT. FBC-B TABLE 1609.6.2./ COMPONENTS AND CLADDING
 1709.6.4.4.1.
 NOTE WITHOUT THIS INFORMATION THE SUBMITTED PRODUCT
 APPROVALS CAN NOT BE REVIEWED FOR CODE COMPLIANCE.
  
 23) CELCORE LIGHTWEIGHT INSULATING CONCRETE NOA
 13-0307.02 CIRCLE THE SUS-SYSTEM THAT IS TO BE USED ON
 THIS PROJECT AND THE ASSOCIATED PRESSURES. 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED. 107.2.1.2 FOR ROOF
 ASSEMBLIES REQUIRED BY THE CODE, THE CONSTRUCTION
 DOCUMENTS SHALL
 ILLUSTRATE, DESCRIBE AND DELINEATE THE TYPE OF ROOFING
 SYSTEM, MATERIALS, FASTENING REQUIREMENTS, FLASHING
 REQUIREMENTS AND WIND RESISTANCE RATING THAT ARE
 REQUIRED TO BE INSTALLED. PRODUCT EVALUATION AND
 INSTALLATION SHALL INDICATE COMPLIANCE WITH THE WIND
 CRITERIA REQUIRED FOR THE SPECIFIC SITE OR A STATEMENT
 BY AN ARCHITECT OR ENGINEER FOR THE SPECIFIC SITE MUST
 BE SUBMITTED WITH THE CONSTRUCTION DOCUMENTS.
  
 24) JOHNS MANVILLE NOA 13-0129.20 MODIFIED OVER
 CONCRETE DECK, CIRCLE WHICH SUB-SYSTEM IS TO BE
 INSTALLED ON THIS PROJECT, PLEASE NOTE THE DESIGN
 PRESSURES AND IF LIMITATION 7 OR 9 APPLIES. LIMITATION
 7 MAY REQUIRE CALCULATIONS FROM A DESIGN PROFESSIONAL.
  
 25) ALL GLAZED OPENINGS BOTH WINDOWS AND DOORS AND
 MULLIONS CIRCLE THE TYPE OF GLAZING TO BE INSTALLED,
 WIDTH, HEIGHT AND ASSOCATED PRESSURES FOR REVIEW.
 107.2.1.3
  
 26) NYSTROM ROOF HATCH NOA 12-0320.30 GOOD FOR +/-
 100PSF VASD. SHEET A-6.00 IT APPEARS THERE IS OVER A
 3'-0" PARAPET ELIMINATING ZONE 3, THIS UNITWILL NEED TO
 MEET THE ROOF ZONE PRESSURES FOR ROOF ZONE 3 WILL BE
 REVIEWED ONCE PRESSURES ARE PROVIED.
  
 27A) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE
 PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N-03
 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..
  
 27B) THE PRODUCT APPROVALS THAT MAKE UP THE ENVELOPE OF
 THE BUILDING IF THE CONTRACTOR OR DESIGN PROFESSIONAL
 ELECT CAN BE A NO FEE DEFERRAL. THIS DOES ALLOW THE
 CONTRACTOR TO BID OUT THE PROJECT AND SUBMIT THE ACTUAL
 PRODUCTS THAT WILL BE INSTALLED ON THEIRE PROJECT. A
 WRITTEN RESPONCE WILL BE REQUIRED IF THIS OPTION IS
 DESIRED.
 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.
  
 28) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. FOR DIGITAL
 PLANS, YOU WILL NEED TO PRINT THE CODE SUMMARY SHEET
 AND FLOOR PLANS TO SUBMIT TO THE COUNTY FOR REVIEW.WE
 WILL NEED THE STAMPED SHEET AND THE RECEIPT. PLEASE
 CALL (561)233-5025 FOR MORE INFORMATION.
  
 29) FOR DIGITAL REVIEW PLEASE SUBMIT 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.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
  
 TO REVIEW PERMIT STATUS OR ALL REVIEWS YOU MAY LOG ONTO
 HTTP://ONESTOPSHOP.WPBGOV.COM/EGOVPLUS/PERMIT/PERM_STA
 TUS.ASPX FOR PERMIT STATUS.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2015-05-14 Cont ID  
Sent By rlecky Date 2015-05-14 Time 11:38 Rev Time 0.00
Received By rlecky Date 2015-05-14 Time 11:38 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2015-03-26 Cont ID  
Sent By wjolin Date 2015-03-26 Time 12:55 Rev Time 0.00
Received By rlecky Date 2015-03-26 Time 11:21 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2015-01-30 Cont ID  
Sent By wjolin Date 2015-01-30 Time 14:52 Rev Time 0.00
Received By rlecky Date 2015-01-27 Time 13:00 Sent To  
Notes
2015-01-30 14:53:0514120431
 23RD STREET
 APARTMENT BUILDING
  
 PLEASE REVISE THE PLANS IN RESPONSE TO THE FOLLOWING
 REVIEW COMMENT.
  
 PROVIDE A SINGLE POINT OF SERVICE TO THE STRUCTURE OR
 PROVIDE JUSTIFICATION FOR THE ELECTRICAL DESIGN AS
 OUTLINED WITHIN THE NATIONAL ELECTRICAL CODE. NEC 230.2
  
 COMMON GROUNDING ELECTRODES ARE REQUIRED TO SERVE THE
 SAME BUILDING AND ALL SEPARATE SERVICES. NEC 250.58
  
 SHEET NO. E-4.00
  
 PROVIDE A SAFETY LABELING SCHEDULE FOR FLASH PROTECTION
 FOR THE SERVICE, PANEL BOARDS AND MAIN DISCONNECTING
 MEANS ON THE ELECTRICAL PLAN. NEC 110.22
  
 PROVIDE PERMANENT IDENTIFICATION PLAQUE WHICH SHOWS THE
 LOCATION OF THE ELECTRICAL SERVICES AND MAIN
 DISCONNECTS. NEC 230.2 (E)
  
 SHEET NO. E5.00, E5.01, E5.02
  
 VERIFY THAT NOTE # 4 PROVIDING AN 800 AMPERE HORIZONTAL
 BUS IS APPLICABLE TO THE 1000 AMPERE METER CENTER #1.
 NEC 110.3
  
 PROVIDE ON THE ELECTRICAL PLAN A SAFETY LABELING
 SCHEDULE FOR FLASH PROTECTION FOR THE SERVICE, PANEL
 BOARDS AND MAIN DISCONNECTING MEANS. NEC 110.22
  
  
 NOTE: SEPARATE PERMITS AND PLANS ARE REQUIRED FOR ALARM
 SYSTEMS, SECURITY, SITE LIGHTING, RETAIL BUILD OUT AND
 DATA SYSTEMS
  
 ROBERT LECKY, CBO
 ELECTRICAL PLANS REVIEW
 561-373-3701
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2015-05-21 Cont ID  
Sent By cranford Date 2015-05-21 Time 11:34 Rev Time 0.00
Received By cranford Date 2015-05-21 Time 11:04 Sent To  
Notes
2015-05-21 11:34:46SEE ENGINEERING DEVELOPMENT APPROVAL E15010040 FOR
 FINAL CIVIL PLANS.
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2015-03-16 Cont ID  
Sent By wjolin Date 2015-03-16 Time 10:17 Rev Time 0.00
Received By cranford Date 2015-03-11 Time 11:59 Sent To  
Notes
2015-03-11 12:00:06PLEASE REVISE THE HATCH ON SHEET C-2 TO SHOW THE ACTUAL
 WIDTH OF THE PAVEMENT RESTORATION REQUIRED UNDER CITY
 DETAIL GC-9 (INCLUDED ON PLAN SHEET C-5).
  
 REQUESTED 3RD PARTY REIMBURSEMENT AGREEMENT FOR
 OFF-SITE FIRE LINE WILL REQUIRE APPROVAL FROM THE
 CITY'S UTILITY DEPARTMENT. THE REQUEST IS CURRENTLY
 UNDER REVIEW.
  
 SANITARY MANHOLE MAY REQUIRE REHABILITATION WHEN THE
 PROPOSED LATERAL IS INSTALLED.
  
 PLEASE VERIFY THAT THE EXISTING CURB INLET STRUCTURE IS
 LARGE ENOUGH TO ACCOMMODATE THE ADDITIONAL 24-INCH
 CONNECTION.
  
 ON SHEET C4, PLEASE ADD FIBERMESH TO THE CONCRETE
 SIDEWALK NOTE.
  
 TECHNICAL DETAILS ARE ALSO BEING REVIEWED UNDER
 ENGINEERING APPROVAL E15010040.
  
 KELLY CRANFORD, PE
 CITY OF WPB LAND DEVELOPMENT ENGINEER
 (561)494-1098
 [email protected]
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2014-12-19 Cont ID  
Sent By wjolin Date 2014-12-19 Time 13:17 Rev Time 0.00
Received By cranford Date 2014-12-19 Time 12:00 Sent To  
Notes
2014-12-19 13:17:21AN ENGINEERING DEVELOPMENT PERMIT APPLICATION IS
 REQUIRED FOR THIS PROJECT. THIS IS A CONCEPTUAL LEVEL
 REVIEW. TECHNICAL DETAILS OF THE WATER, SEWER,
 STORMWATER, TRAFFIC CIRCULATION, AND SOLID WASTE
 COLLECTION WILL BE REVIEWED AS PART PART OF THE
 ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT
 APPLICATION PROCESSES. THE ENGINEERING DEVELOPMENT
 APPROVAL APPLICATION FORMS CAN BE DOWNLOADED AT
 HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/
  
 PRIOR TO START OF CONSTRUCTION, A UNITY OF TITLE MUST
 BE COMPLETED. INSTRUCTIONS AND THE APPLICATION FORM CAN
 BE DOWNLOADED AT
 HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/
  
 NEW PARKING STALL STRIPING MUST COMPLY WITH CITY OF
 WEST PALM BEACH CODE OF ORDINANCES, ARTICLE XV, SECTION
 94-485.
  
 THE AVAILABLE WATER PRESSURE WITHIN THE CITY MAY NOT BE
 ACCEPTABLE AT ELEVATIONS HIGHER THAN THE 2ND FLOOR. WE
 RECOMMEND THAT A LONG-TERM PRESSURE STUDY BE PERFORMED
 ON THE POTABLE WATER LINES PRIOR TO FINALIZATION OF THE
 DESIGN.
  
 SHOW THAT ALL POTABLE WATER, STORMWATER, AND SANITARY
 SEWER CROSSINGS MEET THE SEPARATION REQUIREMENTS OF
 RULES 62-555.314 AND 62-604 FAC
  
 SEE THE FIRE DEPARTMENT COMMENTS FOR THE REQUIREMENTS
 FOR FIRE SUPPLY LINES, WHICH WILL INCLUDE THE PROPOSED
 POTABLE WATER LINE IF A SEPARATE FIRE LINE IS NOT
 PROVIDED.
  
 SUBMIT A HYDRAULIC ANALYSIS OF THE PROPOSED WATER
 DISTRIBUTION SYSTEM.
  
 REVISE THE PLANS TO INCLUDE APPLICABLE CITY ENGINEERING
 STANDARD DETAILS. INDICATE THE YARD PIPING DESIGN
 STANDARDS (MINIMUM COVER, HORIZONTAL AND VERTICAL
 CLEARANCES), AND WHICH JOINTS ARE TO BE MECHANICALLY
 RESTRAINED.
  
 PLEASE SHOW THAT THE PROPOSED TRASH DUMPSTER/COMPACTORS
 ARE LOCATED IN AREAS EASILY SERVICED BY THE CITY
 SANITATION EQUIPMENT AND MANPOWER. SECTION 74-35(A)(5)
 OF THE CODE OF ORDINANCES.
  
 VERIFY THAT THE PROPOSED SIZE AND QUANTITY OF TRASH
 BINS IS APPROPRIATE FOR THE WASTE YARDAGE ANTICIPATED
 TO BE GENERATED BY THE COMPLEX. CONSIDER USING A
 COMPACTOR TO REDUCE THE YARDAGE OF WASTE THAT WILL NEED
 TO BE COLLECTED.
  
 APPROPRIATE MEASURES SHALL BE TAKEN TO ENSURE THAT
 REMOVAL OF STORMWATER WILL NOT ADVERSELY AFFECT
 NEIGHBORING PROPERTIES OR THE PUBLIC STORM DRAINAGE
 SYSTEM. DEMONSTRATE THAT THE DESIGN INCLUDES PROVISIONS
 FOR THE CONSTRUCTION OF FACILITIES, INCLUDING GRADING,
 GUTTERS, PIPING AND THE TREATMENT OF TURF, TO
 ACCOMMODATE STORMWATER AND TO PREVENT EROSION AND THE
 FORMATION OF SILT. CODE OF ORDINANCES SECTION
 94-35(C)(11)
  
 PLEASE DEMONSTRATE THAT THE PROJECT WILL PROVIDE
 ADEQUATE DRAINAGE AND STORMWATER MANAGEMENT. [SECTIONS
 90-201, 94-35(C )(11), AND 94-307 OF THE CODE OF
 ORDINANCES].
  
 PLEASE SHOW THE LOCATIONS OF THE ROOF DRAINS AND
 INDICATE WHERE THE RUNOFF FROM THE ROOF DRAINS WILL BE
 DIRECTED. THE ROOF DRAIN PEAK DISCHARGE RATE AND
 VELOCITY WILL NEED TO BE INCLUDED IN THE FINAL DESIGN
 OF THE STORMWATER MANAGEMENT SYSTEM.
  
 KELLY CRANFORD, P.E.
 LAND DEVELOPMENT ENGINEER
 PUBLIC WORKS DEPARTMENT
 CITY OF WEST PALM BEACH
 [email protected]
 561-494-1098 (OFFICE)
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2015-05-13 Cont ID  
Sent By wjolin Date 2015-05-13 Time 14:16 Rev Time 0.00
Received By wjolin Date 2015-05-13 Time 13:20 Sent To  
Notes
2015-05-13 14:16:21312 23RD STREET
 PERMIT #14120431
 REVIEW COMMENTS - FIRE DEPARTMENT
 NOTE: UNLESS NOTED OTHERWISE, ALL FIRE/LIFE SAFETY
 REVIEW COMMENTS REFERENCE NFPA 101-THE LIFE SAFETY CODE
 (2009 EDITION WITH FLORIDA AMENDMENTS.)
  
 RESPONSE COMMENT: THE VERTICAL STANDPIPE NEEDS TO BE
 PROTECTED IN A RATED ENCLOSURE EQUAL TO THE STAIR
 ENCLOSURE PROTECTION. SIMPLY PROTECTING THE FLOOR
 PENETRATIONS IS NOT THE EQUIVALENT.
 REPEAT COMMENT: VERTICAL STANDPIPE RISERS SUPPLYING THE
 FIRE DEPARTMENT VALVES ARE REQUIRED TO BE LOCATED IN A
 2-HOUR FIRE BARRIER/SHAFT PER NFPA 14 SECTION 6.1.2.2.
  
 DISCLAIMER: FBC SECTION 105.4.1 PERMIT INTENT: A PERMIT
 ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED
 WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL,
 ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE
 TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
 THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A
 CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR
 VIOLATIONS OF THIS CODE.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status F Date 2015-03-19 Cont ID  
Sent By wjolin Date 2015-03-19 Time 13:18 Rev Time 0.00
Received By wjolin Date 2015-03-18 Time 13:00 Sent To  
Notes
2015-03-18 13:01:25312 23RD STREET
 PERMIT #14120431
 REVIEW COMMENTS - FIRE DEPARTMENT
 NOTE: UNLESS NOTED OTHERWISE, ALL FIRE/LIFE SAFETY
 REVIEW COMMENTS REFERENCE NFPA 101-THE LIFE SAFETY CODE
 (2009 EDITION WITH FLORIDA AMENDMENTS.)
  
 NOTE: COULD NOT LOCATE WRITTEN CIVIL RESPONSES TO FIRE
 REVIEW COMMENTS.
  
 REPEAT COMMENT - CIVIL: PROVIDE PROJECT FIRE FLOW
 CALCULATIONS PER NFPA 1 SECTION 18.4.
  
 REPEAT COMMENT - SHEET C2: PROVIDE DRAWING NOTE
 INDICATING (PER NFPA 241 SECTION 8.7.2.3) WHERE
 UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE
 PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN
 SERVICE PRIOR TO CONSTRUCTION WORK.
  
 REPEAT COMMENT - SHEET C2: PER NFPA 24 SECTION 6.2.1,
 ALL CONNECTIONS TO PRIVATE FIRE SERVICE MAINS FOR FIRE
 PROTECTION SYSTEMS SHALL BE ARRANGED IN ACCORDANCE WITH
 ONE OF THE FOLLOWING SO THAT THEY CAN BE ISOLATED:
 (1)A POST INDICATOR VALVE INSTALLED NOT LESS THAN 40
 FEET FROM THE BUILDING.
 (A) FOR BUILDINGS LESS THAN 40 FEET IN HEIGHT, A POST
 INDICATOR VALVE SHALL BE PERMITTED TO BE INSTALLED
 CLOSER THAN 40 FEET BUT AT LEAST AS FAR FROM THE
 BUILDING AS THE HEIGHT OF THE WALL FACING THE POST
 INDICATOR VALVE.
 (2) A WALL POST INDICATOR VALVE
 (3) AN INDICATING VALVE IN A PIT, INSTALLED IN
 ACCORDANCE WITH SECTION 6.4
 (4) A BACKFLOW PREVENTER WITH AT LEAST ONE INDICATING
 VALVE NOT LESS THAN 40 FEET FROM THE BUILDING.
 (A) FOR BUILDINGS LESS THAN 40 FEET IN HEIGHT, A
 BACKFLOW PREVENTER WITH AT LEAST ONE INDICATING VALVE
 SHALL BE PERMITTED TO BE INSTALLED CLOSER THAN 40 FEET
 BUT AT LEAST AS FAR FROM THE BUILDING AS THE HEIGHT OF
 THE WALL FACING THE BACKFLOW PREVENTER.
 (5) CONTROL VALVES INSTALLED IN A FIRE-RATED ROOM
 ACCESSIBLE FROM THE EXTERIOR
 (6) CONTROL VALVES IN A FIRE-RATED STAIR ENCLOSURE
 ACCESSIBLE FROM THE EXTERIOR AS PERMITTED BY THE
 AUTHORITY HAVING JURISDICTION
  
 SHEET C8: EXTENDING AN EXISTING 8-INCH DEAD-END MAIN TO
 SUPPLY A 2ND FIRE HYDRANT IS NOT SUPPORTED. PIPING
 SHOULD BE LOOPED OR GRIDDED WHEN A SECOND HYDRANT IS
 ADDED TO A MAIN.
  
 SHEET C8: THE NEW FIRE HYDRANT TO BE INSTALLED AT THE
 CORNER OF PONCE DELEON AVENUE AND PICADILLY STREET
 CREATES A SITUATION WHERE A LARGE PORTION OF THE NEW
 BUILDING IS LOCATED MORE THAN 250 FEET FROM A FIRE
 HYDRANT AND THE HYDRANT SPACING (850 FEET) EXCEEDS 500
 FEET BETWEEN HYDRANTS ALONG PONCE DELEON AVENUE
 (REFERENCE FFPC NFPA 1 - TABLE I.3).
  
 REPEAT COMMENT - SHEET A1.00: REMOVE CODE REFERENCE
 "INTERNATIONAL FIRE CODE 2006 EDITION."
  
 SHEET A1.02: THE SECOND MEANS OF EGRESS FROM THE POOL
 DECK AREA ROUTES OCCUPANTS BACK THROUGH THE BUILDING.
 THIS DOOR WILL NEED PANIC HARDWARE AND WILL NOT BE
 ALLOWED TO BE LOCKED FROM THE INTERIOR WHICH MAY AFFECT
 THE SECURITY OF THE BUILDING.
  
 **RESPONSE COMMENT - SHEET A2.00: SECTION 7.2.4.3.3
 REQUIRES EXITS, OTHER THAN HORIZONTAL EXITS, TO
 DISCHARGE DIRECTLY TO THE OUTSIDE. STAIR #1 DISCHARGES
 INTO A 2-HOUR CORRIDOR THAT NEEDS TO BE TREATED AS AN
 EXIT PASSAGEWAY AND SHALL CONFORM TO THE GENERAL
 REQUIREMENTS OF SECTION 7.1; WHEREBY, OPENINGS INTO THE
 EXIT ENCLOSURE SHALL BE LIMITED TO DOOR ASSEMBLIES FROM
 NORMALLY OCCUPIED SPACES. THIS WILL AFFECT THE BIKE
 STORAGE ROOM. ADDITIONALLY, PER SECTION 7.1.3.2.1(9)
 PENETRATIONS INTO, AND OPENINGS THROUGH, AN EXIT
 ENCLOSURE ASSEMBLY SHALL BE LIMITED TO: FIRE-RATED DOOR
 ASSEMBLIES, ELECTRICAL CONDUIT SERVING THE EXIT
 ENCLOSURE, DUCTWORK AND EQUIPMENT NECESSARY FOR
 INDEPENDENT STAIR PRESSURIZATION, WATER OR STEAM PIPING
 NECESSARY FOR THE HEATING OR COOLING OF THE EXIT
 ENCLOSURE, SPRINKLER PIPING, STANDPIPES, AND
 PENETRATIONS FOR FIRE ALARM CIRCUITS, WHERE THE
 CIRCUITS ARE INSTALLED IN METAL CONDUIT AND THE
 PENETRATIONS ARE PROTECTED BY A LISTED ASSEMBLY. THIS
 MAY AFFECT THE ELEVATOR AND THE BIKE STORAGE ROOM.
 ORIGINAL COMMENT - SHEET A2.00: STAIR 1 DISCHARGES INTO
 A CORRIDOR; HOWEVER, THIS SPACE INDICATES BIKE STORAGE.
 STORAGE IN THIS CORRIDOR WILL ALWAYS BE AN ISSUE THAT
 WILL NOT BE MANAGEABLE WITH JUST SIGNAGE OR
 SUPERVISION. ALSO 7.2.4.3.3 INDICATES ALL REQUIRED
 EXITS, OTHER THAN HORIZONTAL EXITS, SHALL DISCHARGE
 DIRECTLY TO THE OUTSIDE.
  
 SHEET A3.40: STORAGE ROOM WALL ADJACENT TO SAIR
 #1/CORRIDOR DOES NOT INDICATE A 2-HOUR FIRE BARRIER.
  
 THERE APPEARS TO BE 2 UPLOADED DRAWINGS THAT ARE BOTH
 DESIGNATED AS SHEET A3.41. DRAWING SEQUENCE #016 AND
 #023A ARE BOTH THE SAME DRAWING.
  
 SHEET A3.41: THE DOOR SWING (STOREFRONT DOOR #SF7) IS
 AGAINST THE FLOW OF TRAFFIC AND CONFLICTS WITH THE LIFE
 SAFETY PLAN. THIS DOOR WILL NEED PANIC HARDWARE AND
 WILL NOT BE ALLOWED TO BE LOCKED FROM THE INTERIOR
 WHICHL MAY AFFECT THE SECURITY OF THE BUILDING.
  
 SHEET A3.41: POOL GATE/DOOR #106 NEEDS TO BE EQUIPPED
 WITH PANIC HARDWARE.
  
 SHEET A3.41: STOREFRONT EXIT DOOR #SF4 NEEDS TO BE
 EQUIPPED WITH PANIC HARDWARE.
  
 SHEET A3.41: VERIFY FIRE RATING OF ALL DOORS; TOO MANY
 DISCREPANCIES BETWEEN THE DOOR RATINGS AND THE WALL
 RATINGS SHOWN ON THE LIFE SAFETY PLAN. FOR EXAMPLE,
 MAINTENANCE AND ELECTRICAL ROOM DOORS #203 AND MAIL
 CENTER DOORS #201 AND #202 ALL INDICATE A 45-MINUTE
 FIRE RATING; HOWEVER, THE DOOR IS LOCATED IN A 3-HOUR
 FIRE WALL. REFER TO DOOR SCHEDULE ON SHEET A3.01.
  
 SHEET A3.41: PARKING GARAGE DOOR #201 OPENING INTO
 CORRIDOR #130 NEEDS TO BE MARKED/PAINTED OR PROTECTED
 BY BOLLARDS TO PREVENT THE DOOR SWING FROM HARMING
 OCCUPANTS EXITING FROM EXIT STAIR #1.
  
 SHEET E4.01: MAG LOCK DOORS: PER SECTION 7.2.1.6.2,
 ACCESS-CONTROLLED EGRESS DOORS ARE PERMITTED PROVIDED
 THAT ALL SEVEN OF THE FOLLOWING CRITERIA ARE MET:
 1. A SENSOR SHALL BE PROVIDED ON THE EGRESS SIDE,
 ARRANGED TO DETECT AN OCCUPANT APPROACHING DOORS THAT
 ARE ARRANGED TO UNLOCK IN THE DIRECTION OF EGRESS UPON
 DETECTION OF AN APPROACHING OCCUPANT OR LOSS OF POWER
 TO THE SENSOR.
 2. LOSS OF POWER TO THE PART OF THE ACCESS CONTROL
 SYSTEM THAT LOCKS THE DOORS SHALL AUTOMATICALLY UNLOCK
 THE DOORS IN THE DIRECTION OF EGRESS.
 3. THE DOORS SHALL BE ARRANGED TO UNLOCK IN THE
 DIRECTION OF EGRESS FROM A MANUAL RELEASE DEVICE
 LOCATED VERTICALLY 40 TO 48 INCHES ABOVE THE FLOOR AND
 WITHIN 60 INCHES HORIZONTALLY OF THE SECURED DOORS.
 4. THE MANUAL RELEASE DEVICE SHALL BE READILY
 ACCESSIBLE AND CLEARLY IDENTIFIED BY A SIGN THAT READS
 PUSH TO EXIT.
 5. WHEN OPERATED, THE MANUAL RELEASE DEVICE SHALL
 RESULT IN DIRECT INTERRUPTION OF POWER TO THE LOCK,
 INDEPENDENT OF THE ACCESS CONTROL SYSTEM ELECTRONICS,
 AND THE DOORS SHALL REMAIN UNLOCKED FOR NOT LESS THAN
 30 SECONDS.
 6. ACTIVATION OF THE BUILDING FIRE ALARM SYSTEM SHALL
 AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF
 EGRESS, AND THE DOORS SHALL REMAIN UNLOCKED UNTIL THE
 FIRE ALARM SYSTEM HAS BEEN MANUALLY RESET.
 7. ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER
 SYSTEM OR AUTOMATIC DETECTION SYSTEM SHALL
 AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF
 EGRESS, AND THE DOORS SHALL REMAIN UNLOCKED UNTIL THE
 FIRE ALARM SYSTEM HAS BEEN MANUALLY RESET.
  
 VERTICAL STANDPIPE RISERS SUPPLYING THE FIRE DEPARTMENT
 VALVES ARE REQUIRED TO BE LOCATED IN A 2-HOUR FIRE
 BARRIER/SHAFT PER NFPA 14 SECTION 6.1.2.2.
  
 DISCLAIMER: FBC SECTION 105.4.1 PERMIT INTENT: A PERMIT
 ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED
 WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL,
 ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE
 TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
 THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A
 CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR
 VIOLATIONS OF THIS CODE.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2015-05-13 Cont ID  
Sent By wjolin Date 2015-05-13 Time 13:20 Rev Time 0.00
Received By wjolin Date 2015-03-04 Time 15:46 Sent To  
Notes
2015-03-06 10:32:11312 23RD STREET
 PERMIT #14120431
 REVIEW COMMENTS - FIRE DEPARTMENT
 NOTE: UNLESS NOTED OTHERWISE, ALL FIRE/LIFE SAFETY
 REVIEW COMMENTS REFERENCE NFPA 101-THE LIFE SAFETY CODE
 (2009 EDITION WITH FLORIDA AMENDMENTS.)
  
  
 CIVIL: PROVIDE PROJECT FIRE FLOW CALCULATIONS PER NFPA
 1 SECTION 18.4.
  
 CIVIL: ARE THE EXISTING STREETS, SIDEWALKS, STREET
 PARKING AREAS, ETC, BEING MODIFIED?
  
 SHEET C2: PROVIDE DRAWING NOTE INDICATING (PER NFPA 241
 SECTION 8.7.2.3) WHERE UNDERGROUND WATER MAINS AND
 HYDRANTS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED,
 COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION WORK.
  
 SHEET C2: NO NEW OR EXISTING FIRE HYDRANTS SHOWN ON
 PONCE DELEON AVENUE.
  
 SHEET C2: FIRE DEPARTMENT CONNECTION LOCATED MORE THAN
 100 FEET FROM A FIRE HYDRANT.
  
 SHEET C2: PER NFPA 24 SECTION 6.2.1, ALL CONNECTIONS TO
 PRIVATE FIRE SERVICE MAINS FOR FIRE PROTECTION SYSTEMS
 SHALL BE ARRANGED IN ACCORDANCE WITH ONE OF THE
 FOLLOWING SO THAT THEY CAN BE ISOLATED:
 (1)A POST INDICATOR VALVE INSTALLED NOT LESS THAN 40
 FEET FROM THE BUILDING.
 (A) FOR BUILDINGS LESS THAN 40 FEET IN HEIGHT, A POST
 INDICATOR VALVE SHALL BE PERMITTED TO BE INSTALLED
 CLOSER THAN 40 FEET BUT AT LEAST AS FAR FROM THE
 BUILDING AS THE HEIGHT OF THE WALL FACING THE POST
 INDICATOR VALVE.
 (2) A WALL POST INDICATOR VALVE
 (3) AN INDICATING VALVE IN A PIT, INSTALLED IN
 ACCORDANCE WITH SECTION 6.4
 (4) A BACKFLOW PREVENTER WITH AT LEAST ONE INDICATING
 VALVE NOT LESS THAN 40 FEET FROM THE BUILDING.
 (A) FOR BUILDINGS LESS THAN 40 FEET IN HEIGHT, A
 BACKFLOW PREVENTER WITH AT LEAST ONE INDICATING VALVE
 SHALL BE PERMITTED TO BE INSTALLED CLOSER THAN 40 FEET
 BUT AT LEAST AS FAR FROM THE BUILDING AS THE HEIGHT OF
 THE WALL FACING THE BACKFLOW PREVENTER.
 (5) CONTROL VALVES INSTALLED IN A FIRE-RATED ROOM
 ACCESSIBLE FROM THE EXTERIOR
 (6) CONTROL VALVES IN A FIRE-RATED STAIR ENCLOSURE
 ACCESSIBLE FROM THE EXTERIOR AS PERMITTED BY THE
 AUTHORITY HAVING JURISDICTION
  
 SHEET C2: PROVIDE SEPARATE TAP AND WATER MAIN FOR FIRE
 PROTECTION SERVICES. THE CURRENT LAYOUT SHOWS A
 COMBINATION DOMESTIC/FIRE WATER LINE.
  
 ARCHITECTURAL: PROVIDE ROOM NUMBERS FOR FIRST FLOOR
 ROOMS.
  
 ARCHITECTURAL: THE PLANS SEEM TO INDICATED SEPARATED
 MIXED USE OCCUPANCIES; HOWEVER, PER SECTION 6.1.14.1.2,
 WHERE EXIT ACCESS FROM AN OCCUPANCY TRAVERSES ANOTHER
 OCCUPANCY, THE MULTIPLE OCCUPANCY SHALL BE TREATED AS A
 MIXED OCCUPANCY (NON-SEPARATED USE).
  
  
  
  
 REPEAT COMMENT - SHEET A1.00: REMOVE CODE REFERENCE
 "INTERNATIONAL FIRE CODE 2006 EDITION."
  
 SHEET A1.00: THE ASSEMBLY MULTIPURPOSE ROOM DOES NOT
 APPEAR TO BE FIGURED INTO THE OCCUPANT LOAD.
  
 SHEET A1.02: SHOW THE EXIT DISCHARGE PUBLIC WAY
 LOCATIONS.
  
 SHEET A1.02: RETAIL SPACES ARE USING AN OCCUPANT LOAD
 OF 200 SQ.FT. PER PERSON. MERCANTILE SHALL USE AN
 OCCUPANT LOAD FACTOR OF 30 SQ.FT. PER PERSON.
  
 SHEET A1.02 CLUBHOUSE EGRESS PLAN: ASSEMBLY OCCUPANCY
 DEAD END CORRIDOR GREATER THAN 20 FEET IN LENGTH
 CREATED ADJACENT TO CAFE.
  
 SHEET A1.02: SOME OF THE ASSEMBLY OCCUPANCY AREAS SUCH
 AS THE MULTIPURPOSE ROOM ARE NOT OCCUPIED WITH TABLES
 AND CHAIRS. THESE AREAS SHALL USE AN OCCUPANT LOAD
 FACTOR OTHER THAN 15 SQ.FT. PER PERSON.
  
 SHEET A1.02: POOL OCCUPANTS ARE BEING ROUTED BEHIND THE
 PARKING GARAGE. SHEET A2.00 INDICATES THERE ARE
 LANDSCAPE BUFFERS AND TRANSFORMERS AT THESE LOCATIONS.
  
 SHEET A1.02: SOME ASSEMBLY OCCUPANTS AND BUSINESS/MAIL
 CENTER OCCUPANTS SHOW EXIT ACCESS TRAVERSING THROUGH A
 STORAGE OCCUPANCY (PARKING GARAGE).
  
 SHEET A1.02: FIRE RATED WALLS DESIGNATIONS ARE NOT
 COORDINATED. SHEET A3.41 SHOWS STAIR ENCLOSURES WITH
 3-HOUR RATINGS.
  
 SHEET A1.02: SOUTH GARAGE DOOR SWINGS AGAINST THE FLOW
 OF TRAFFIC.
  
 SHEET A1.02: COULD NOT LOCATE A DRAWING SCALE.
  
 SHEET A2.00: STAIR 2 EXIT DOOR DANGEROUSLY SWINGS OVER
 THE SIDEWALK FOR OCCUPANTS EGRESSING FROM THE POOL
 AREA.
  
 SHEET A2.00: STAIR 1 DISCHARGES INTO A CORRIDOR;
 HOWEVER, THIS SPACE INDICATES BIKE STORAGE. STORAGE IN
 THIS CORRIDOR WILL ALWAYS BE AN ISSUE THAT WILL NOT BE
 MANAGEABLE WITH JUST SIGNAGE OR SUPERVISION. ALSO
 7.2.4.3.3 INDICATES ALL REQUIRED EXITS, OTHER THAN
 HORIZONTAL EXITS, SHALL DISCHARGE DIRECTLY TO THE
 OUTSIDE.
  
 SHEET A4.11: MAINTENANCE SHOP TO BE SEPARATED FROM
 ASSEMBLY OCCUPANCIES UTILIZING A 1-HOUR FIRE RATED
 BARRIER PER SECTION 12.3.2.1.2.
  
 GROUND FLOOR EXIT SIGNAGE: THE EXIT STRATEGY AND EXIT
 SIGN LOCATIONS NEED TO BE COORDINATED BETWEEN ARCH &
 ELEC. ROUTING INTERIOR OCCUPANTS TO THE EXTERIOR POOL
 DECK WILL NOT BE ACCEPTABLE.
  
 FIRE ALARM: THE OCCUPANT LOAD ON THE GROUND FLOOR
 ASSEMBLY AREA IS APPROACHING OR EXCEEDING 300 PERSONS.
 A THRESHOLD OF 300 PERSONS WILL REQUIRE VOICE
 EVACUATION FOR THIS LEVEL.
  
 FIRE SPRINKLER 1ST FLOOR: NO SPRINKLER PROTECTION
 PROVIDED IN MAINTENANCE SHOP AND ADJACENT CLOSET.
  
 FIRE SPRINKLER: NO SPRINKLER PROTECTION PROVIDED IN
 UPPER FLOOR TRASH ROOMS OR TRASH CHUTE.
  
 FIRE SPRINKLER: DISTANCES BETWEEN FIRE DEPARTMENT HOSE
 VALVES EXCEEDS 200 FEET PER NFPA 14. NO STANPIPE OR
 FIRE HOSE VALVES PROVIDED AT HORIZONTAL EXITS.
  
 DISCLAIMER: FBC SECTION 105.4.1 PERMIT INTENT: A PERMIT
 ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED
 WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL,
 ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE
 TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
 THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A
 CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR
 VIOLATIONS OF THIS CODE.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2014-12-22 Cont ID  
Sent By wjolin Date 2014-12-22 Time 15:08 Rev Time 0.00
Received By wjolin Date 2014-12-17 Time 15:42 Sent To  
Notes
2014-12-17 15:57:21312 23RD STREET
 PERMIT #14120431
 REVIEW COMMENTS - FIRE DEPARTMENT
 NOTE: UNLESS NOTED OTHERWISE, ALL FIRE/LIFE SAFETY
 REVIEW COMMENTS REFERENCE NFPA 101-THE LIFE SAFETY CODE
 (2009 EDITION WITH FLORIDA AMENDMENTS.)
  
 GENERAL: SUBMIT PLANS FOR PERMIT FOR ANY CONSTRUCTION
 TRAILERS/MODULAR BUILDINGS. STRUCTURES SHALL NOT BE
 OCCUPIED UNTIL A PERMIT HAS BEEN ISSUED AND A FIRE
 DEPARTMENT FINAL INSPECTION (#131) HAS BEEN PASSED.
 PER NFPA 241- STANDARD FOR SAFEGUARDING CONSTRUCTION,
 ALTERATION, AND DEMOLITION OPERATIONS, SECTION 4.2:
 TEMPORARY OFFICES, TRAILERS, AND OTHER FACILITIES OF
 COMBUSTIBLE CONSTRUCTION OR HOUSING COMBUSTIBLE
 CONTENTS SHALL BE SEPARATED FROM ADJACENT BUILDINGS,
 TRAILERS OR STRUCTURES IN ACCORDANCE WITH TABLE 4.2.1.
 PER 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.
  
 GENERAL: PER NFPA 241 SECTION 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.
  
 GENERAL: PROVIDE DRAWING NOTE INDICATING ALL
 CONSTRUCTION AND DEMOLITION WORK SHALL CONFORM TO THE
 REQUIREMENTS OF NFPA 241. TRASH AND CONSTRUCTION DEBRIS
 SHALL BE REMOVED FROM THE SITE DAILY. SMOKING SHALL BE
 PROHIBITED EXCEPT IN DESIGNATED EXTERIOR AREAS. ALL
 OTHER DEMOLITION OR CONSTRUCTION AREAS SHALL HAVE "NO
 SMOKING" SIGNS POSTED. WHERE SMOKING IS PERMITTED, SAFE
 RECEPTACLES FOR SMOKING MATERIALS SHALL BE PROVIDED.
  
 GENERAL: PROVIDE DRAWING NOTE INDICATING (PER NFPA 241
 SECTION 8.7.4.2.4) PROVIDE A FIRE DEPARTMENT CONNECTION
 AND AT LEAST ONE APPROVED HOSE VALVE FOR ATTACHING FIRE
 DEPARTMENT HOSE SHALL BE PROVIDED AT EACH INTERMEDIATE
 LANDING OR FLOOR LEVEL IN THE EXIT STAIRWAY; THE
 STANDPIPES SHALL BE EXTENDED UP WITH EACH FLOOR AND
 SHALL BE SECURELY CAPPED AT THE TOP.
  
 GENERAL: PROVIDE AN EXTERIOR KEY SAFE TO ALLOW
 EMERGENCY RESPONDERS NON-FORCIBLE ENTRY INTO THE
 BUILDING DURING NON-BUSINESS HOURS. A KEY SAFE CAN BE
 ORDERED FROM WWW.KNOXBOX.COM.
  
 CIVIL: PROVIDE PROJECT FIRE FLOW CALCULATIONS PER NFPA
 1 SECTION 18.4.
  
 CIVIL: ARE THE EXISTING STREETS, SIDEWALKS, STREET
 PARKING AREAS, ETC, BEING MODIFIED?
  
 SHEET C2: PROVIDE DRAWING NOTE INDICATING (PER NFPA 241
 SECTION 8.7.2.3) WHERE UNDERGROUND WATER MAINS AND
 HYDRANTS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED,
 COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION WORK.
  
 SHEET C2: NO NEW OR EXISTING FIRE HYDRANTS SHOWN ON
 PONCE DELEON AVENUE.
  
 SHEET C2: FIRE DEPARTMENT CONNECTION LOCATED MORE THAN
 100 FEET FROM A FIRE HYDRANT.
  
 SHEET C2: PER NFPA 24 SECTION 6.2.1, ALL CONNECTIONS TO
 PRIVATE FIRE SERVICE MAINS FOR FIRE PROTECTION SYSTEMS
 SHALL BE ARRANGED IN ACCORDANCE WITH ONE OF THE
 FOLLOWING SO THAT THEY CAN BE ISOLATED:
 (1)A POST INDICATOR VALVE INSTALLED NOT LESS THAN 40
 FEET FROM THE BUILDING.
 (A) FOR BUILDINGS LESS THAN 40 FEET IN HEIGHT, A POST
 INDICATOR VALVE SHALL BE PERMITTED TO BE INSTALLED
 CLOSER THAN 40 FEET BUT AT LEAST AS FAR FROM THE
 BUILDING AS THE HEIGHT OF THE WALL FACING THE POST
 INDICATOR VALVE.
 (2) A WALL POST INDICATOR VALVE
 (3) AN INDICATING VALVE IN A PIT, INSTALLED IN
 ACCORDANCE WITH SECTION 6.4
 (4) A BACKFLOW PREVENTER WITH AT LEAST ONE INDICATING
 VALVE NOT LESS THAN 40 FEET FROM THE BUILDING.
 (A) FOR BUILDINGS LESS THAN 40 FEET IN HEIGHT, A
 BACKFLOW PREVENTER WITH AT LEAST ONE INDICATING VALVE
 SHALL BE PERMITTED TO BE INSTALLED CLOSER THAN 40 FEET
 BUT AT LEAST AS FAR FROM THE BUILDING AS THE HEIGHT OF
 THE WALL FACING THE BACKFLOW PREVENTER.
 (5) CONTROL VALVES INSTALLED IN A FIRE-RATED ROOM
 ACCESSIBLE FROM THE EXTERIOR
 (6) CONTROL VALVES IN A FIRE-RATED STAIR ENCLOSURE
 ACCESSIBLE FROM THE EXTERIOR AS PERMITTED BY THE
 AUTHORITY HAVING JURISDICTION
  
 SHEET C2: PROVIDE SEPARATE TAP AND WATER MAIN FOR FIRE
 PROTECTION SERVICES. THE CURRENT LAYOUT SHOWS A
 COMBINATION DOMESTIC/FIRE WATER LINE.
  
 ARCHITECTURAL: PROVIDE ROOM NUMBERS FOR FIRST FLOOR
 ROOMS.
  
 ARCHITECTURAL: THE PLANS SEEM TO INDICATED SEPARATED
 MIXED USE OCCUPANCIES; HOWEVER, PER SECTION 6.1.14.1.2,
 WHERE EXIT ACCESS FROM AN OCCUPANCY TRAVERSES ANOTHER
 OCCUPANCY, THE MULTIPLE OCCUPANCY SHALL BE TREATED AS A
 MIXED OCCUPANCY (NON-SEPARATED USE).
  
 SHEET A1.00: REMOVE CODE REFERENCE "INTERNATIONAL FIRE
 CODE 2006 EDITION."
  
 SHEET A1.00: THE ASSEMBLY MULTIPURPOSE ROOM DOES NOT
 APPEAR TO BE FIGURED INTO THE OCCUPANT LOAD.
  
 SHEET A1.02: SHOW THE EXIT DISCHARGE PUBLIC WAY
 LOCATIONS.
  
 SHEET A1.02: RETAIL SPACES ARE USING AN OCCUPANT LOAD
 OF 200 SQ.FT. PER PERSON. MERCANTILE SHALL USE AN
 OCCUPANT LOAD FACTOR OF 30 SQ.FT. PER PERSON.
  
 SHEET A1.02 CLUBHOUSE EGRESS PLAN: ASSEMBLY OCCUPANCY
 DEAD END CORRIDOR GREATER THAN 20 FEET IN LENGTH
 CREATED ADJACENT TO CAFE.
  
 SHEET A1.02: SOME OF THE ASSEMBLY OCCUPANCY AREAS SUCH
 AS THE MULTIPURPOSE ROOM ARE NOT OCCUPIED WITH TABLES
 AND CHAIRS. THESE AREAS SHALL USE AN OCCUPANT LOAD
 FACTOR OTHER THAN 15 SQ.FT. PER PERSON.
  
 SHEET A1.02: POOL OCCUPANTS ARE BEING ROUTED BEHIND THE
 PARKING GARAGE. SHEET A2.00 INDICATES THERE ARE
 LANDSCAPE BUFFERS AND TRANSFORMERS AT THESE LOCATIONS.
  
 SHEET A1.02: SOME ASSEMBLY OCCUPANTS AND BUSINESS/MAIL
 CENTER OCCUPANTS SHOW EXIT ACCESS TRAVERSING THROUGH A
 STORAGE OCCUPANCY (PARKING GARAGE).
  
 SHEET A1.02: FIRE RATED WALLS DESIGNATIONS ARE NOT
 COORDINATED. SHEET A3.41 SHOWS STAIR ENCLOSURES WITH
 3-HOUR RATINGS.
  
 SHEET A1.02: SOUTH GARAGE DOOR SWINGS AGAINST THE FLOW
 OF TRAFFIC.
  
 SHEET A1.02: COULD NOT LOCATE A DRAWING SCALE.
  
 SHEET A2.00: STAIR 2 EXIT DOOR DANGEROUSLY SWINGS OVER
 THE SIDEWALK FOR OCCUPANTS EGRESSING FROM THE POOL
 AREA.
  
 SHEET A2.00: STAIR 1 DISCHARGES INTO A CORRIDOR;
 HOWEVER, THIS SPACE INDICATES BIKE STORAGE. STORAGE IN
 THIS CORRIDOR WILL ALWAYS BE AN ISSUE THAT WILL NOT BE
 MANAGEABLE WITH JUST SIGNAGE OR SUPERVISION. ALSO
 7.2.4.3.3 INDICATES ALL REQUIRED EXITS, OTHER THAN
 HORIZONTAL EXITS, SHALL DISCHARGE DIRECTLY TO THE
 OUTSIDE.
  
 SHEET A4.11: MAINTENANCE SHOP TO BE SEPARATED FROM
 ASSEMBLY OCCUPANCIES UTILIZING A 1-HOUR FIRE RATED
 BARRIER PER SECTION 12.3.2.1.2.
  
 GROUND FLOOR EXIT SIGNAGE: THE EXIT STRATEGY AND EXIT
 SIGN LOCATIONS NEED TO BE COORDINATED BETWEEN ARCH &
 ELEC. ROUTING INTERIOR OCCUPANTS TO THE EXTERIOR POOL
 DECK WILL NOT BE ACCEPTABLE.
  
 FIRE ALARM: THE OCCUPANT LOAD ON THE GROUND FLOOR
 ASSEMBLY AREA IS APPROACHING OR EXCEEDING 300 PERSONS.
 A THRESHOLD OF 300 PERSONS WILL REQUIRE VOICE
 EVACUATION FOR THIS LEVEL.
  
 FIRE SPRINKLER 1ST FLOOR: NO SPRINKLER PROTECTION
 PROVIDED IN MAINTENANCE SHOP AND ADJACENT CLOSET.
  
 FIRE SPRINKLER: NO SPRINKLER PROTECTION PROVIDED IN
 UPPER FLOOR TRASH ROOMS OR TRASH CHUTE.
  
 FIRE SPRINKLER: DISTANCES BETWEEN FIRE DEPARTMENT HOSE
 VALVES EXCEEDS 200 FEET PER NFPA 14. NO STANPIPE OR
 FIRE HOSE VALVES PROVIDED AT HORIZONTAL EXITS.
  
 DISCLAIMER: FBC SECTION 105.4.1 PERMIT INTENT: A PERMIT
 ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED
 WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL,
 ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE
 TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
 THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A
 CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR
 VIOLATIONS OF THIS CODE.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
  
Review Stop G GAS REVIEW
Rev No 1 Status P Date 2015-06-06 Cont ID  
Sent By tklarge Date 2015-06-06 Time 08:24 Rev Time 0.00
Received By tklarge Date 2015-06-06 Time 05:29 Sent To  
Notes
2015-06-06 08:25:28GAS PASSED W/PROVISO.SEE PLANS. TKL.
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2015-06-10 Cont ID  
Sent By lmarchan Date 2015-06-10 Time 10:10 Rev Time 0.00
Received By lmarchan Date 2015-05-11 Time 10:18 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-03-30 Cont ID  
Sent By wjolin Date 2015-03-30 Time 09:16 Rev Time 0.00
Received By cpuell Date 2015-03-02 Time 09:38 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-01-31 Cont ID  
Sent By wjolin Date 2015-01-31 Time 12:05 Rev Time 0.00
Received By hmoser Date 2014-12-11 Time 16:55 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 4 Status P Date 2015-07-10 Cont ID  
Sent By jwitmer Date 2015-07-10 Time   Rev Time 0.00
Received By jwitmer Date 2015-07-10 Time   Sent To  
Notes
2015-07-10 11:19:08P. B. C. IMPACT FEES
 TRACKING NO. MU-2015-015482-0000
 RECEIPT NO. 2015-0710-163
 FEES: $531,801.93
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status F Date 2015-05-28 Cont ID  
Sent By jwitmer Date 2015-05-28 Time 09:26 Rev Time 0.00
Received By jwitmer Date 2015-05-28 Time 09:26 Sent To  
Notes
2015-05-28 09:26:52IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2015-03-30 Cont ID  
Sent By wjolin Date 2015-03-30 Time 06:50 Rev Time 0.00
Received By jwitmer Date 2015-03-27 Time   Sent To  
Notes
2015-03-30 06:50:39IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2015-01-13 Cont ID  
Sent By wjolin Date 2015-01-13 Time 07:31 Rev Time 0.00
Received By jwitmer Date 2015-01-13 Time 07:31 Sent To  
Notes
2015-01-13 07:31:45BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2015-06-12 Cont ID  
Sent By ccole Date 2015-06-12 Time 12:48 Rev Time 0.00
Received By ccole Date 2015-06-12 Time 12:48 Sent To  
Notes
2015-06-12 12:56:29MECHANICAL PROVIOS:
  
 1) SHEET M1.02 & M4.00: REVISION REQUIRED TO PROVIDE
 VENTILATION CALCULATIONS FOR THE CORRIDOR AND ELEVATOR
 LOBBY ON THE SOUTH END OF THE BUILDING, AND SHOW A
 MEANS OF VENTILATION ON THE PLAN.- TABLE 403..3 FMC-10
 2) M4.01: REVISION REQUIRED TO PROVIDE A VESTIBULE FOR
 THE MAINTENANCE ROOM PER SECTION 305.3.2 FBC-10 FUEL
 GAS, OR SUBMIT SPECS FOR THE HEATER SHOWING COMPLIANCE
 WITH SECTION 305.3.2 (EXCEPTION) FBC-10 FUEL GAS.
 3) M4.01: THE L1 INTAKE OPENING, AND THE COMBUSTION AIR
 INTAKE FOR THE POOL HEATER MUST BE RELOCATED A MINIMUM
 10' AWAY FROM THE PARKING AREA PER SECTION 401.4.1
 FMC-10 MECH.
 4) M4.02: THE DUCT SMOKE DETECTORS SHALL BE CONNECTED
 TO THE FIRE ALARM SYSTEM- SECTIONS 606.4 AND 606.4.1
 FMC-10 MECH: PLEASE PROVIDE THE CORRECT NUMBER LABELS
 ON THE SHAFT DETAIL FOR RTU'S 2,3, & 4.
 6) AC LOAD CALCULATIONS REVISONS: A) SUBMIT CALCS FOR
 RTU #1-5. B) THE FITNESS CENTER IS CALCULATED AT
 APPROXIMATELY 3-TON COOLING, HOWEVER THE EQUIPMENT
 SCHEDULE IS INDICATING A 5-TON SYSTEM- SHEET M1.02.
 7) ENERGY CALCULATION REVISIONSS: A) AHU-6 IS LISTED AT
 34.4 BTUH IN THE CALCS AND 57.5 IN THE SCHEDULE. B)
 AHU-4 IS LISTED AS 57.5 IN THE CALCS AND 23.4 IN THE
 SCHEDULE. C) AHU-4A NOT IN THE CALCS.
  
 CHRISTOPHER COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2015-06-10 Cont ID  
Sent By ccole Date 2015-06-10 Time 08:13 Rev Time 0.00
Received By ccole Date 2015-06-09 Time 08:13 Sent To  
Notes
2015-06-10 08:46:113RD REVIEW: FBC 2010 MECHANICAL
  
 1) SHEET M1.02 & M4.00: PROVIDE VENTILATION
 CALCULATIONS FOR THE CORRIDOR AND ELEVATOR LOBBY ON THE
 SOUTH END OF THE BUILDING, AND SHOW A MEANS ON THE
 PLAN.- TABLE 403..3 FMC-10
 2) M4.01: PROVIDE A VESTIBULE FOR THE MAINTENANCE ROOM
 PER SECTION 305.3.2 FBC-10 FUEL GAS, OR SUBMIT SPECS
 FOR THE HEATER SHOWING COMPLIANCE WITH SECTION 305.3.2
 (EXCEPTION) FBC-10 FUEL GAS.
 3) M4.01: THE L1 INTAKE OPENING, AND THE COMBUSTION AIR
 INTAKE FOR THE POOL HEATER MUST BE RELOCATED A MINIMUM
 10' AWAY FROM THE PARKING AREA PER SECTION 401.4.1
 FMC-10 MECH.
 4) M4.02: INDICATE CONTROLS OPERATION AND SUPERVISION
 FOR THE RTU DUCT SMOKE DETECTORS- SECTIONS 606.4 AND
 606.4.1 FMC-10 MECH: NOTE THEY ARE NOT SHOWN IN THE FA
 SYSTEM RISER- SEE SHEET E-5.03. PLEASE PROVIDE THE
 CORRECT NUMBER LABELS ON THE SHAFT DETAIL FOR RTU'S
 2,3, & 4.
 5) M4.04 & M4.05: THE LOCATION OF THE ROOF HATCH IS NOT
 SHOWN. PLEASE SUBMIT A FL. PRODUCT APPROVAL OR
 MIAMI-DADE NOA FOR THE UNIT, AND PROVIDE DETAILS FOR
 THE ROOF LADDER SHOWN ON SHEET A5.00.
 6) AC LOAD CALCULATIONS: A) CALCULATIONS FOR RTU'S 1-5
 NOT SUBMITTED. B) THE FITNESS CENTER IS CALCULATED AT
 APPROXIMATELY 3-TON COOLING, HOWEVER THE EQUIPMENT
 SCHEDULE IS INDICATING A 5-TON SYSTEM- SHEET M1.02.
 7) ENERGY CALCULATIONS: A) AHU-6 IS LISTED AT 34.4 BTUH
 IN THE CALCS AND 57.5 IN THE SCHEDULE. B) AHU-4 IS
 LISTED AS 57.5 IN THE CALCS AND 23.4 IN THE SCHEDULE.
 C) AHU-4A NOT IN THE CALCS.
 8) PLEASE PROVIDE AN EQUIPMENT SCHEDULE FOR THE FIRE
 DAMPERS AND FIRE/SMOKE DAMPERS: INCLUDE MAKES AND
 MODELS, FIRE-RESISTANCE RATINGS. SUBMIT SPECS AND
 PROVIDE TYPICAL INSTALLATION DETAILS ON THE PLAN.
  
 CHRISTOPHER COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2015-03-28 Cont ID  
Sent By wjolin Date 2015-03-28 Time 12:30 Rev Time 0.00
Received By hmoser Date 2015-03-24 Time 12:51 Sent To  
Notes
2015-03-28 12:29:58PLAN DENIED
 1) REFER TO SECTION 503.2.5.4 SHUTOFF DAMPER
 CONTROLS.2010
 FLORIDA ENERGY CODE
 2) PROVIDE MANUFACTURE INSTALLATION INSTRUCTIONS FOR
 AIR CONDITIONING EQUIPMENT PER SECTION 304.1 2010
 FBC (M)
 3) REFER TO SECTION 606.2.2 COMMON SUPPLY AND
 RETURN AIR 2010 FBC (M)
 4) MARK RETURN AIR SIZE ON PLANS FOR BALANCED
 RETURN AIR. PER SECTION 107 FBC 2010
 5) PROVIDE MORE INFORMATION ON MULTI PURPOSE ROOM ON
 THE
 MECHANICAL PLAN. WHAT IS THE ROOM FOR ? PAGE A 411
 SHOWS
 POOL GAS HEATERS.
 6) REFER TO SECTION 602.2.1 MATERIALS WITHIN PLENUM'S
 2010 FBC (M)
 7) REFER TO SECTION 602.1 GENERAL 2010 FBC (M)
 AND DEFINITIONS UNDER FIRE AREA 902 FBC 2010
 8) REFER TO SECTION 607.3.3.3 COMBINATION FIRE
 SMOKE DAMPER 2010 FBC (M)
 9) REFER TO SECTION 306.5 EQUIPMENT AND APPLIANCES ON
 ROOFS OR ELEVATED STRUCTURES 2010 FBC (M)
 10) REFER TO SECTION 1509.7 MECHANICAL UNITS 2010 FBC
 11) REFER TO TABLE 1509.7 CLEARANCES BELOW RAISED ROOF
 MOUNTED
 MECHANICAL UNITS 2010 FBC
  
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2015-01-31 Cont ID  
Sent By wjolin Date 2015-01-31 Time 12:05 Rev Time 0.00
Received By hmoser Date 2015-01-31 Time 09:40 Sent To  
Notes
2015-01-31 12:05:00PLAN DENIED
 1) PROVIDE INFORMATION ON THE WALL CAP DETAIL
 WHAT IT IS MADE OF AND NOA ON LOUVER. PER SECTION 304.1
 GENERAL BC (M) 2010
 2) REFER TO SECTION 503.2.5.4 SHUTOFF DAMPER CONTROLS
 FOR BOTH EXHAUST AND OUTDOOR AIR FLORIDA ENERGY CODE
 2010
 3) REFER TO SECTION 602.2.1 MATERIALS WITHIN PLENUM'S
 INCLUDING DOORS AND WATER METERS IF USED 2010 FBC (M)
 4) REFER TO SECTION 601.4. PROVIDE RETURN AIR SIZE ON
 PLAN
 2010 FBC (M)
 5) REFER TO SECTION 501.2 EXHAUST DISCHARGE 2010 FBC
 (M)
 6) REFER TO SECTION 404 ENCLOSED PARKING GARAGES 2010
 FBC (M)
 7) STORAGE ROOM IN GARAGE REQUIRES A INDEPENDENT
 EXHAUST
 SYSTEM. PER SECTION 510.4 FBC (M) 2010
 8) SHOW EXHAUST FOR POOL PUMP ROOM ON PLAN
 REFER TO SECTION 401.4.1 INTAKE OPENING AND 501.2.1
 LOCATION OF
 EXHAUST 2010 FBC (M)
 9) REFER TO SECTION 607.5.5 SHAFT INCLOSURE'S
 10) REFER TO SECTION 304.1 GENERAL FOR FIRE DAMPERS,
 CLOTHES DRYERS
 AND RTU AT FIRST INSPECTION.2010 FBC (M)
 11) PROVIDE A LISTED DETAIL FOR FIRE STOPPING OF FREON
 LINES
 PER SECTION 107 FBC 2010
 12) REFER TO SECTION 606.2.1 SUPPLY AIR SYSTEM,
 606.3 INSTALLATION AND 606.4.1 SUPERVISION
 2010 FBC (M)
 13) PROVIDE A DETAIL FROM THE ENGINEER ON RTU CURB
 TO ROOF TIEDOWN SHOWING TYPE AND SIZE OF ANCHORS USED
 PER SECTION 301.12 WIND RESISTANCE 2010 FBC (M)
  
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 56+1-805-6676
Review Stop P PLUMBING
Rev No 3 Status P Date 2015-06-06 Cont ID  
Sent By tklarge Date 2015-06-06 Time 06:30 Rev Time 0.00
Received By tklarge Date 2015-06-06 Time 02:34 Sent To  
Notes
2015-06-06 08:26:10PLUMBING PASSED W/ PROVISOS. SEE PLANS.TKL.
Review Stop P PLUMBING
Rev No 2 Status F Date 2015-03-28 Cont ID  
Sent By wjolin Date 2015-03-28 Time 09:49 Rev Time 0.00
Received By tklarge Date 2015-03-26 Time 06:41 Sent To  
Notes
2015-03-28 04:57:391) SHT.A1.00 - THERE IS STILL A CONFLICT WITH THE
 ACCESSIBILITY NOTES. THE PLAN STILL STATES"ALL GROUND
 FLOOR UNITS TO BE ADAPTABLE UNITS." DELETE THIS NOTE
 AND ANY REFERENCE TO CHAPTER 11 AS ALL THE UNITS MUST
 BE ADAPTABLE PER THE FHA. REFER TO PREVIOUS PLAN REVIEW
 COMMENT DATED 12/10/14.
 2) SHT.A1.04 - THERE IS STILL A REFERENCE TO A 2007
 CODE FOR HOUSING ACCESSIBILITY. CLARIFY.
 3) SHT. A1.04 - GRAB BAR REINFORCING LOCATIONS - THE
 HEIGHT OF THE BACKING FOR THE SHOWER BACK AND SIDE
 WALLS - THE HEIGHT OF THE BACKING SHALL BE 32 INCHES
 MAXIMUM TO THE BOTTOM OF THE BACKING WITH A 6 INCH
 MAXIMUM WIDTH FOR THE SUPPORT WHICH WOULD BE A MINIMUM
 OF 38 INCHES TO THE TOP OF THE BACKING. THE DETAIL
 SHOWS 38 INCHES MINIMUM TO THE BOTTOM.
 4) SHT. A 4.11 - SHOWS THE POOL HEATER WITH AN 8" X 8"
 EXHAUST AND REFERS TO MEP DWGS. THERE IS NO DETAIL FOR
 THIS EXHAUST. SUBMIT A SECTION DETAIL FOR THE POOL
 HEATER EXHAUST SHOWING THE HEIGHT ABOVE THE ROOF, THE
 TYPE OF VENT, LOCATION ON THE ROOF, VENT MATERIAL &
 LOCATION IN RELATION TO BUILDING OPENINGS. COMPLY WITH
 THE 201 FLORIDA FUEL GAS CODE SECS. 502, 503.
 5) SUBMIT CALCULATIONS FOR COMBUSTION AIR FOR THE POOL
 HEATER. COMPLY WITH 2010 FGC SEC.304.
 6) SHT. P1.00 - NOTE 1.9 READS "ALL GAS PIPING TO BE
 SCH. 40 W/SCREWED FITTINGS & SHT. P4.06 NOTES WELDED
 PIPE. CLARIFY.
 7) SHT. P1.01 - PLUMBING EQUIPMENT SCHEDULE FOR
 APARTMENTS SHOWS THE MINIMUM EF FOR WATER HEATERS IN
 APARTMENTS TO BE .93 BUT TABLE 504.2 OF THE 2010 FL.
 ENERGY CODE APPEARS TO REQUIRE A MIN. OF .97.
 8) SHT. P1.01 - PLUMBING FIXTURE SCHEDULE FOR
 APARTMENTS AND THE COMMON AREAS NOTES THE MINIMUM SIZE
 TRAP FOR KITCHEN SINKS AND SINKS S-1 & S-2 AS 1 1/4".
 THE MINIMUM SIZE TRAP SHALL BE 1 1/2 " PER TABLE 709.1
 OF THE 2010 FPC.
 9) DWELLING UNIT SHEETS P3.00-3.05 - THE WATER LINE
 DIRECTLY SUPPLYING THE WATER HEATER SHALL BE EQUIPPED
 WITH A FULL OPEN VALE PER THE 2010 FPC SEC. 606.1 (8).
 THIS IS IN ADDITIONAL TO THE SHUTOFF VALVE AT THE
 SUB-METER.
 10) SHTS. P4.00 & P4.01 - SUPLLY MATCH LINES ON THE
 PLANS. IT IS DIFFICULT TO DETERMINE WHERE THE PIPNG
 STARTS AND BEGINS FROM ONE PAGE TO THE NEXT. WPB AMEND.
 TO 2010 FBC SEC. 107.2.1.
 11) SHT. P4.01 - SUBMIT A GAS PIPING RISER FOR THE GAS
 LINE TO THE POOL HEATER. SUBMIT MANUF. SPECIFICATIONS
 FOR THE POOL HEATER. THE POOL HEATER SHALL BE LISTED
 AND LABELED PER THE 2010 FL. FUEL GAS CODE SEC.
 301.3.SHOW THE PSI OF THE GAS SYSTEM, THE TYPE OF PIPE
 MATERIAL, THE TOTAL DISTANCE FROM THE GAS METER TO THE
 POOL HEATER, THE LENGTH DIMENSIONS OF ALL SECTIONS OF
 PIPE, AND THE LOCATION OF ALL PRESSURE REGULATORS.
 REGULATORS LOCATED OUTDOORS SHALL BE APPROVED FOR
 OUTDOOR INSTALLATION. 2010 FGC SEC.410.1.
 12) SHT. P4.01 - CLEARLY SHOW THE LOCATION OF THE POOL
 HEATER ON THE PLANS. THE POLL HEATER SHALL COMPLY W/
 THE 2010 FGC SEC.305.3.2.
 13) SHT. P4.02 & 4.03 - PROVIDE A MATCH LINE ON THE
 DRAWINGS FOR THE UNDERGROUND SANITARY COLLECTION
 SYSTEM. IT IS DIFFICULT TO DETERMINE WHERE THE PLUMBING
 SYSTEM CONTINUES FROM ONE SHEET TO THE NEXT. WPB AMEND.
 TO 2010 FBC SEC. 107.2.1.
 14)SHT.P4.03 - THE LAYOUT OF THE UNDERGROUND SANITARY
 COLLECTION SYSTEM ON THE PLAN VIEW DOES NOT CORRELATE
 WITH THE SANITARY RISER DIAGRAM ON P4.09 IN SEVERAL
 AREAS.ONE AREA IS THE LINE RUNNING TOWARDS THE MAIL
 CENTER & ELEVATOR #1. CHECK ALL SECTIONS OF THE PLAN
 VIEW & THE RISER DIAGRAM TO ENSURE THEY CORRELATE WITH
 EACH OTHER. WPB AMEND. TO 2010 FBC SEC. 107.2.1
 15) SHT. P4.06 & 4.07 - PROVIDE MATCH LINES ON THE
 PLANS. IT IS DIFFICULT TO DETERMINE WHERE THE PLUMBING
 SYSTEM CONTINUES FROM ONE SHEET TO THE NEXT. WPB AMEND.
 TO 2010 FBC SEC. 107.2.1.
 16) P4.00 - PROVIDE A SANITARY RISER DIAGRAM FOR THE
 SANITARY PIPING FOR THE SECOND FLOOR PLUMBING TO
 CORRELATE WITH SHT. P4.09 AND CLEARLY IDENTIFY THE
 RISERS ON SHT. P4.09 BY THE APPLICABLE RISER NUMBER.
 CURRENTLY THERE ARE ONLY NOTE REFERENCE NUMBERS ON THE
 RISERS WHICH IS CONFUSING AND UNCLEAR AS TO WHERE THE
 RISERS CONNECT.WPB AMEND. TO 2010 FBC SEC. 107.3.5.1.3.
 17) SHT. P4.06 - INDICATE THE SPECIFIC STRUCTURAL
 DRAWING NUMBERA FOR THE LOCATION OF THE GAS MAIN STAND
 & GAS MAIN PIPE STAND ANCHORING. THE STANDS SHALL BE
 DESIGNED FOR A 170 MPH WIND LOAD AS REQD. PER THE 2010
 FBC SEC.1609.
 18) SHTS. P 4.06 & P4.07- IDENTIFY THE GAS METERS ON
 THE ROOF. ONE GROUP CAN BE IDENTIFIED AND LABELED
 "TYPICAL". AS DRAWN, THE GAS PIPING APPEARS TO ALSO
 CONNECT TO SOME OF THE CONDENSING UNITS .CLARIFY. WPB
 AMEND. TO 2010 FBC SEC. 107.2.1.
 19) SUBMIT A TYPICAL DETAIL OF THE PIPNG FROM THE METER
 TO THE PIPE CHASE AND THE SUPPORT DETAIL FOR THIS
 PIPING.WPB AMEND. TO 2010 FBC SEC. 107.2.1.
 20) PLEASE SUBMIT DOCUMENTATION FROM THE GAS PURVEYOR
 APPROVING THE LOCATION OF THE METERS ON THE ROOF. WPB
 AMEND. TO 2010 FBC SEC.107.2.1.
 21) MULTIPLE METER INSTALLATIONS SHALL BE MARKED FOR
 IDENTIFICATION PURPOSES PER THE 2010 FGC SEC.401.7.
 22) GAS PIPING SHALL BE IDENTIFIED PER THE 201 FGC
 SEC.401.5.
 23) SUPPLY A WATER PIPING DETAIL FOR THE WATER MAIN
 CONNECTION TO THE DOMESTIC WATER PUMP..WPB AMEND. TO
 2010 FBC SEC. 107.2.1.
 24) SHT. P4.09 - INDICATE THE DRAINAGE FIXTURE UNIT
 LOAD AT THE DIFFERENT SECTIONS OF THE UNDERGROUND
 SANITARY COLLECTION SYSTEM TO ENSURE COMPLIANCE WITH
 TABLE 710.1 (1) OF THE 2010 FPC.
 25) SHT. C2 - THE WATER MATER MAIN APPEARS TO ENTER THE
 PUMP ROOM THROUGH STAIRWELL # 2. CLARIFY. COMPLY WITH
 2010 FBC SEC.1022.4.
 26) SHT. C3 - INDICATE THE SQUARE FOOTAGE OF ROOF
 DRAINAGE COLLECTED BY EACH UNDERGROUND STORM DRAIN TO
 ENSURE COMPLIANCE WITH FPC TABLE 1106.3.
 27) CARBON MONOXIDE DETECTORS ARE REQUIRED IN AREAS AS
 MANDATED BY 2010 FBC SEC. 916 DUE TO THE LOCATION OF
 THE GAS POOL HEATER.
 28) SUBMIT COMBUSTION AIR CALCULATIONS FOR THE GAS
 RANGE AND GAS DRYER.2010 FGC SEC.304.1.
 29) ROOF PLANP4.06 SHOWS THE GAS MAIN STANCIONS AND
 ATTACHMENTS TO THE A/C CONDENSER STAND. SHOW THE HEIGHT
 TO THE TOP OF THE GAS MAIN FROM THE FINISH ROOF. ACCESS
 TO EQUIPMENT (METERS) SHALL NOT REQUIRE CLIMBING OVER
 OBSTRUCTIONS GREATER THAN 30 INCHES HIGH. 2010 FGC
 SEC.306.5.
 30) SHT. P1.01 - WATER HEATER DETAIL - REFERS TO
 PLASTIC HEATER PAN. COMBUSTIBLE MATERIAL IS NOT
 PERMITTED WITHIN A RETURN AIR PLENUM PER THE FLORIDA
 MECHANICAL CODE SEC.602.2.1.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
 20)
Review Stop P PLUMBING
Rev No 1 Status F Date 2014-12-30 Cont ID  
Sent By wjolin Date 2014-12-30 Time 14:44 Rev Time 0.00
Received By tklarge Date 2014-12-29 Time 04:12 Sent To  
Notes
2014-12-30 12:22:461) SHT.A-1.00 - ACCESSIBILITY NOTES - "NUMBER OF
 ACCESSIBLE UNITS"-PLAN NOTES - 'ALL GROUND FLOOR UNITS
 TO BE ADAPTABLE UNITS." SINCE THE BUILDING HAS AN
 ELEVATOR AND THIS MAKES ALL THE FLOORS ACCESSIBLE, ALL
 THE UNITS IN THE BUILDING SHALL BE ADAPTABLE IN
 ACCORDANCE WITH THE FEDERAL FAIR HOUSING ACT. PLEASE
 REVISE NOTE.
 2) SHT.A-1.00 -INDEX SHEET - UNDER "OCCUPANCY
 CLASSIFICATIONS" REFERENCE IS MADE TO TABLE 3-A. I
 COULD NOT FIND THIS TABLE IN THE 2010 FL. BUILDING
 CODE. CLARIFY.
 3) SHT.A-1.00 - UNDER OCCUPANT LOAD - I COUNT 263
 PERSONS NOT 253. CLARIFY.
 4) SHT.A-1.03 - THE HEIGHT OF THE GRAB BARS ABOVE THE
 FINISH FLOOR SHALL BE MEASURED TO THE TOP OF THE
 GRIPPING SURFACE, NOT TO THE CENTERLINE AS SHOWN PER
 THE 2010 FL. ACCESSIBILITY CODE SEC. 604.9.
 5) SHT. A-1.03 - THE TOILET PAPER DISPENSER SHALL BE
 LOCATED 7-9 INCHES IN FRONT OF THE WATER CLOSET
 MEASURED TO THE CENTERLINE OF THE DISPENSER PER THE FAC
 SEC.604.7.
 6) SHT.A-1.03 - FIG.30 - THE LAVATORY SHALL BE A MIN.
 OF 19 INCHES WIDE PER THE 2010 FAC SEC.604.8.1.6. THE
 PLAN SHOWS THE LAVATORY AS 18 INCHES WIDE.
 7) SHT. A-1.03 - THE SIDE GRAB BARS IN THE TOILET STALL
 DETAIL ARE SHOWN AS 40". THE MINIMUM LENGTH SHALL BE
 42" PER THE 2010 FAC SEC.604.5.1.
 8) SHT. A-1.03 - THE CLEAR FLOOR SPACE FOR WATER
 CLOSETS IS 60 INCHES MINIMUM MEASURED PERPENDICULAR
 FROM THE SIDE WALL AND 56 INCHES MINIMUM MEASURED
 PERPENDICULAR FROM THE REAR WALL PER THE 2010 FAC
 SEC.604.3.1. FIGURE 28 DOES NOT COMPLY.
 9) SHT. A-1.03 -SHOWS THE TOILET STALL AS BEING 6'-10"
 WIDE. THIS IS NOT WIDE ENOUGH TO MEET THE ACCESSIBILITY
 CODE. IT SHOULD BE A MINIMUM OF 85 INCHES. 86 INCHES
 ALLOWS FOR CONSTRUCTION TOLERANCES.
 10) SHT.A1.04 REFERS TO THE 2010 FBC, THE 1998 FAIR
 HOUSING ACT, ICC/ANSI A117.1 & THE UNIFORM FEDERAL
 ACCESSIBILITY STANDARDS. WHICH DOCUMENT ARE YOU USING
 FOR THE ACCESSIBLE DESIGN OF THIS BUILDING? THE FAIR
 HOUSING ACT SHOULD BE THE GOVERNING STANDARD.DELETE THE
 DETAILS THAT DO NOT APPLY AND SUBMIT THE DETAILS FOR
 GRAB BARS, BACKING ETC. FOR THE FAIR HOUSING ACT.
 11) SHT. A-2.00 - NOTE #1 REFERS TO CHAPT. 11 OF THE
 INTERNATIONAL BUILDING CODE FOR HANDICAP ACCESSIBILITY
 REQUIREMENTS.THE EXTERIOR SITE ELEMENTS THAT APPLY TO
 THE DWELLING UNITS SHALL COMPLY WITH THE FAIR HOUSING
 ACT AND THE NON-RESIDENTIAL ELEMENTS SHALL COMPLY WITH
 THE FL. ACCESSIBILITY CODE.
 12) SHT. A-3.41- RESTROOMS # 1,2,3 AND THE MEN'S AND
 WOMEN'S SHOWS THE DOOR SWINGING INTO THE CLEAR FLOOR
 SPACE FOR THE LAVATORY AND WATER CLOSET. DOORS SHALL
 NOT SWING INTO THE CLEAR FLOOR SPACE REQUIRED FOR ANY
 FIXTURE. SEE FAC SEC.603.2.3 (2) FOR EXCEPTION. SHOW
 THE REQUIRED CLEAR FLOOR SPACE LOCATED OUTSIDE THE
 SWING OF THE DOOR.
 13) SHT.A-3.10 - PLEASE EXPLAIN NOTE #7 WHERE IT STATES
 "ADAPTABLE UNITS SHALL BE DESIGNED AS TYPE "B" UNITS
 WITH OPTION "A" FOR TOILET AND BATHING ROOM..
 14) SHT. A-3.10 - GENERAL NOTE #9 - M.R. DRYWALL IS NOT
 PERMITTED IN WET AREAS PER THE 2010 FBC SEC.2509.3.
 15) SHT.A-3.10 - DETAIL 10 - THE DOOR SWINGS INTO THE
 CLEAR FLOOR SPACE FOR THE LAVATORY. A 30 INCH BY 48
 INCH CLEAR FLOOR SPACE IS REQUIRED OUTSIDE THE SWING OF
 THE DOOR FOR MANEUVERING SPACE PER THE FHA GUIDELINES.
 16) SHT.A-3.21 - DETAIL 12 - THE DOOR SWINGS INTO THE
 CLEAR FLOOR SPACE FOR THE LAVATORY. A 30 INCH BY 48
 INCH CLEAR FLOOR SPACE IS REQUIRED OUTSIDE THE SWING OF
 THE DOOR FOR MANEUVERING SPACE PER THE FHA GUIDELINES.
 17) SHT. A-4.11 - GENERAL NOTE # 9 REFERS TO SHT.
 A-0.02 FOR ACCESSIBILITY DETAILS. THERE IS NO SUCH
 SHEET IN THE DOCUMENTS. CLARIFY.
 18) SUBMIT A RISER DRAWING FOR THE CONDENSATE SYSTEM
 AND FOR THE PAN DRAINS AND WATER HEATER RELIEF LINES.
 WPB AMEND. TO 2010 FBC SEDC.107.2.1.
 19) SHTS. P-3.00,P-3.01, P-3.02 - THE WASTE STACK VENT
 FOR THE KITCHEN SINKS SHALL BE 3 INCHES PER THE 2010
 FL. PLUMBING CODE SEC.910.3.
 20) SHTS.P-3.00, 301, 302, 303, 304 - SIZE ALL DRAINAGE
 SECTIONS OF RISER #1 FOR THE BATHROOM GROUP AND ALSO
 THE VENT FROM THE LAVATORY.
 21) SHT. 4.00 - INDICATE THE MINIMUM CONCRETE COVER OF
 THE PIPING AT THE DETAIL AT BEAMS.
 22) SUBMIT A COMPLETE GAS RISER DIAGRAM SHOWING THE GAS
 PSI, THE TYPE OF PIPE MATERIAL, THE TOTAL DISTANCE FROM
 THE GAS METER TO THE MOST REMOTE OUTLET, THE LENGTH
 DIMENSIONS OF ALL SECTIONS OF PIPE. WPB AMEND. TO 2010
 FBC SEC.107.3.5.1.5.
 23) SUBMIT A SANITARY RISER DIAGRAM FOR THE UNDERGROUND
 COLLECTION SYSTEM. WPB AMEND. TO 2010 FBC
 SEC.107.3.5.1.3.
 24) SUBMIT CALCULATIONS FOR THE STORM DRAINAGE.
 INDICATE THE SQUARE FOOTAGE NOF THE ROOF DRAINED BY
 EACH SCUPPER AND DOWNSPOUT. SCUPPERS SHALL BE SIZED PER
 THE 2010 FPC SEC. 1106.7 AND TABLE 1106.7. DOWNSPOUTS
 SHALL BE SIZED PER 2010 FPC TABLE 1106.2 (2).
 25) ONE HALF OF THE AREA OF ANY VERTICAL WALL THAT
 DIVERTS RAINWATER TO THE ROOF SHALL BE ADDED TO THE
 PROJECTED ROOF AREA PER 2010 FPC SEC. 1106.4.
 26) ALL HOSE BIBBS SHALL HAVE SHUTOFF VALVES PER 2010
 FPC SEC.606.2 (2).
 27) THE PLUMBING PLANS HAVE A NOTE THAT STATES " REFER
 TO BUILDING PLANS FOR FIRST FLOOR PIPING." CLARIFY.
 28) INDICATE ON THE PLANS IF THE ELEVATORS ARE OPERATED
 BY A HYDRAULIC SHAFT OR TRACTION TYPE UNITS. IF THEY
 ARE HYDRAULIC SHAFT TYPE, AN OIL/WATER SEPARATOR WILL
 BE REQUIRED FOR THE ELEVATOR SUMP PIT DISCHARGE. 2010
 FPC SEC.1003.4.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
  
  
  
  
  
  
  
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status N Date 2015-07-10 Cont ID  
Sent By jwitmer Date 2015-07-10 Time   Rev Time 0.00
Received By jwitmer Date 2015-07-10 Time   Sent To  
Notes
2015-07-10 11:14:24BUILDING PROVISO: DEFERRED SUBMITTALS. 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.
  
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(D) ROOFING PRODUCTS AND ASSEMBLIES
  
  
 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2015-07-10 Cont ID  
Sent By skennedy Date 2015-07-10 Time 15:54 Rev Time 0.00
Received By skennedy Date 2015-07-10 Time 12:02 Sent To  
Notes
2015-07-10 15:54:57MEP DIGITALLY SIGNED.
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status P Date 2015-07-10 Cont ID  
Sent By jwitmer Date 2015-07-10 Time 11:25 Rev Time 0.00
Received By jwitmer Date 2015-07-10 Time 11:25 Sent To  
Notes
2015-07-10 11:26:22ALL THE REQUIRED THRESHOLD INSPECTOR AGREEMENT
 DOCUMENTS ARE COMPLETE.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop Z ZONING
Rev No 4 Status P Date 2015-06-15 Cont ID  
Sent By jroach Date 2015-06-15 Time 09:53 Rev Time 0.00
Received By jroach Date 2015-06-15 Time 09:53 Sent To  
Notes
2015-06-15 09:54:07ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 06.15.2015
 PERMIT NO.: 14120431
 ADDRESS: 312 23RD STREET
 CONTRACTOR/CONTACT: DANIEL PETROCCHI
 TELEPHONE NO.: 305.495.3745
 SCOPE OF REVIEW: NEW 99-UNIT APARTMENT BUILDING.
 ___________________________________________
  
 REVIEW STATUS: PASSED WITH PROVISOS
 ___________________________________________
  
 THIS REVIEW HAS BEEN PASSED SUBJECT TO THE FOLLOWING
 PROVISOS:
  
 1. THE PROPOSED DEVELOPMENT IS SUBJECT TO THE ART IN
 PUBLIC PLACES REQUIREMENTS, AS OUTLINED IN CHAPTER 78 -
 ARTICLE V OF THE CITY'S CODE OF ORDINANCES.
  
 2. SEPARATE LANDSCAPE PERMIT APPLICATION SHALL BE
 SUBMITTED. APPLICATION SHALL BE ACCOMPANIED BY A
 CERTIFIED COST ESTIMATE (MATERIALS + LABOR).
  
 3. SEPARATE IRRIGATION PERMIT APPLICATION SHALL BE
 SUBMITTED.
  
 4. SIGNAGE/PAVEMENT MARKING SHALL BE MODIFIED TO
 CLEARLY IDENTIFY TRAFFIC FLOW.
  
 5. ALL IMPROVEMENTS SHOWN WITHIN THE RIGHT-OF-WAY SHALL
 BE SUBJECT TO PERMITTING BY THE CITY'S ENGINEERING &
 PUBLIC WORKS DEPARTMENT.
  
 6. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE COSTS OF
 ALL OFF-SITE IMPROVEMENTS AND/OR UPGRADES NECESSARY TO
 EFFECTUATE THE PROPOSED DEVELOPMENT, INCLUDING BUT NOT
 LIMITED TO WATER MAINS, LIFT STATIONS, RIGHTS-OF-WAY,
 ETC.
  
 7. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING
 AND MAINTAINING ALL LANDSCAPING WITHIN THE PUBLIC
 RIGHT-OF-WAY. THE DEVELOPER SHALL OBTAIN ALL PERMITS,
 AGREEMENTS, EASEMENTS, ETC. THAT MAY BE NECESSARY TO
 EFFECTUATE SUCH INSTALLATION.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 F: 561.822.1460
  
 E: [email protected]
  
 WWW.WPB.ORG
  
Review Stop Z ZONING
Rev No 3 Status F Date 2015-06-09 Cont ID  
Sent By jroach Date 2015-06-02 Time 10:25 Rev Time 0.00
Received By jroach Date 2015-06-02 Time 10:25 Sent To  
Notes
2015-06-02 11:09:21ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 06.02.2015
 PERMIT NO.: 14120431
 ADDRESS: 23RD STREET / PONCE DE LEON AVENUE
 CONTRACTOR/CONTACT: DANIEL PETROCCHI
 TELEPHONE NO.: 305.495.3745
 SCOPE OF REVIEW: NEW 99-UNIT APARTMENT BUILDING.
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 IMPORTANT - THE PROPOSED DEVELOPMENT IS SUBJECT TO THE
 ART IN PUBLIC PLACES REQUIREMENTS, AS OULTINED IN
 CHAPTER 78 - ARTICLE V OF THE CITY'S CODE OF
 ORDINANCES.
  
 THE FOLLOWING COMMENTS WERE ISSUED PREVIOUSLY, AND
 APPEAR TO NOT HAVE BEEN FULLY ADDRESSED:
  
 1. THE PROPOSED PLANS DIFFER FROM THAT WHICH WAS
 APPROVED BY THE CITY COMMISSION (RESOLUTION NO.
 146-12). A MINOR DSI AMENDMENT APPLICATION SHALL BE
 SUBMITTED TO THE DEVELOPMENT SERVICES DEPARTMENT -
 PLANNING DIVISION, PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT.
  
 2. SEPARATE LANDSCAPE PERMIT APPLICATION SHALL BE
 SUBMITTED. APPLICATION SHALL BE ACCOMPANIED BY A
 CERTIFIED COST ESTIMATE (MATERIALS + LABOR).
  
 3. SEPARATE IRRIGATION PERMIT APPLICATION SHALL BE
 SUBMITTED.
  
 4. SIGNAGE/PAVEMENT MARKING APPEARS THAT IT NEEDS TO BE
 MODIFIED. THIS CAN BE DONE PRIOR TO CO.
  
 THE FOLLOWING COMMENTS ARE PROVIDED FOR INFORMATIONAL
 PURPOSES ONLY:
  
 5. ALL IMPROVEMENTS SHOWN WITHIN THE RIGHT-OF-WAY SHALL
 BE SUBJECT TO PERMITTING BY THE CITY'S ENGINEERING &
 PUBLIC WORKS DEPARTMENT.
  
 6. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE COSTS OF
 ALL OFF-SITE IMPROVEMENTS AND/OR UPGRADES NECESSARY TO
 EFFECTUATE THE PROPOSED DEVELOPMENT, INCLUDING BUT NOT
 LIMITED TO WATER MAINS, LIFT STATIONS, RIGHTS-OF-WAY,
 ETC.
  
 7. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING
 AND MAINTAINING ALL LANDSCAPING WITHIN THE PUBLIC
 RIGHT-OF-WAY. THE DEVELOPER SHALL OBTAIN ALL PERMITS,
 AGREEMENTS, EASEMENTS, ETC. THAT MAY BE NECESSARY TO
 EFFECTUATE SUCH INSTALLATION.
  
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN ROACH, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 PHONE: 561.822.1448
 FAX: 561.822.1460
  
 EMAIL: [email protected]
  
 WWW.WPB.ORG
  
Review Stop Z ZONING
Rev No 2 Status F Date 2015-03-27 Cont ID  
Sent By wjolin Date 2015-03-27 Time 09:54 Rev Time 0.00
Received By jroach Date 2015-03-27 Time 09:53 Sent To  
Notes
2015-03-27 14:01:18ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 03.27.2015
 PERMIT NO.: 14120431
 ADDRESS: 23RD STREET / PONCE DE LEON AVENUE
 CONTRACTOR/CONTACT: DANIEL PETROCCHI
 TELEPHONE NO.: 305.495.3745
 SCOPE OF REVIEW: NEW 99-UNIT APARTMENT BUILDING.
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 IMPORTANT - THE PROPOSED DEVELOPMENT IS SUBJECT TO THE
 ART IN PUBLIC PLACES REQUIREMENTS, AS OULTINED IN
 CHAPTER 78 - ARTICLE V OF THE CITY'S CODE OF
 ORDINANCES.
  
 THE FOLLOWING COMMENTS WERE ISSUED PREVIOUSLY, AND
 APPEAR TO NOT HAVE BEEN FULLY ADDRESSED:
  
 1. THE PROPOSED PLANS DIFFER FROM THAT WHICH WAS
 APPROVED BY THE CITY COMMISSION (RESOLUTION NO.
 146-12). A MINOR DSI AMENDMENT APPLICATION SHALL BE
 SUBMITTED TO THE DEVELOPMENT SERVICES DEPARTMENT -
 PLANNING DIVISION, PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT.
  
 2. SEPARATE LANDSCAPE PERMIT APPLICATION SHALL BE
 SUBMITTED. APPLICATION SHALL BE ACCOMPANIED BY A
 CERTIFIED COST ESTIMATE (MATERIALS + LABOR).
  
 3. THE SHADE/FLOWERING TREE SPACING ALONG THE EAST
 BUFFER, JUST SOUTH OF 23RD STREET, EXCEEDS THE MAXIMUM
 SPACING.
  
 4. ALL LANDSCAPE AREAS SHALL BE IRRIGATED WITH A
 PERMANENT IRRIGATION SYSTEM PROVIDING 120% COVERAGE.
  
 5. SEPARATE IRRIGATION PERMIT APPLICATION SHALL BE
 SUBMITTED.
  
 6. SHEET A.001 INDICATES THAT THE CIVIL PLANS ARE
 PROVIDED "FOR REFERENCE ONLY", BUT THE NOTES ON SHEET
 A.200 INDICATE THAT THE CIVIL PLANS ARE TO BE UTILIZED
 FOR ALL PARKING, ETC. PLEASE CLARIFY. WHAT PERMIT IS
 THE PARKING AND OTHER SITE-RELATED IMPROVEMENTS BEING
 COVERED UNDER? I HAVEN'T BEEN NOTIFIED OF ANY OTHER
 PERMIT APPLICATIONS.
  
 7. BIKE RACK DETAIL AND DIMENSIONED LAYOUT SHALL BE
 PROVIDED. BIKE RACKS SHALL ALSO BE PROVIDED AND
 AVAILABLE FOR THE RETAIL SPACES...THE ONLY LOCATION
 SHOWN ON THE PLAN APPEARS TO BE ONLY AVAILABLE TO
 RESIDENTS FOR STORAGE. RESPONSE LETTER FROM ARCHITECT
 INDICATES THAT THE DETAIL IS ON THE LANDSCAPE PLANS,
 BUT IT WAS NOT. RESPONSE LETTER FROM LANDSCAPE
 ARCHITECT INDICATES THAT THE DETAIL IS ON THE
 ARCHITECTURAL PLANS, BUT IT WAS NOT.
  
 THE FOLLOWING COMMENTS ARE NEW AND ARE THE RESULT OF
 THE REVISIONS SUBMITTED, OR WERE NOT IDENTIFIED AT THE
 TIME OF THE INITIAL PLAN REVIEW:
  
 8. ADDITIONAL SIGNAGE/PAVEMENT MARKING APPEARS TO BE
 NEEDED TO REGULATED TRAFFIC FLOW IN THE GARAGE. I
 BELIEVE WE'VE DISCUSSED PREVIOUSLY THE ADDITION OF
 SIGNS HANGING FROM THE CEILING OF THE GARAGE, NO LEFT
 TURN SIGNS, ETC.
  
 9. IT WAS MY UNDERSTANDING THAT A CALL BOX WAS GONIG TO
 BE INSTALLED AT THE ENTRANCE TO THE GARAGE TO PROVIDE
 ABILITY FOR GUESTS TO GAIN ACCESS AFTER THE GATES HAVE
 BEEN CLOSED.
  
 10. AS DISCUSSED PREVIOUSLY, PLEASE PROVIDE THE
 DIMENSION OF THE BALCONY PROJECTIONS ON THE ELEVATION,
 SHOW THEM OUTLINED ON THE SITE PLAN, ETC. PLEASE NOTE
 THAT BALCONIES, INCLUDING THEIR RAILINGS, SHALL NOT
 ENCROACH MORE THAN 3 FEET INTO THE REQUIRED SETBACK.
  
 11. THE PARKING SPACES CANNOT OVERHANG INTO THE
 REQUIRED LANDSCAPE BUFFER. THIS IS AN ISSUE WITH THE
 WESTERN-MOST ROW OF PARKING, AS WELL AS THE 2 SPACES
 ALONG THE SOUTH PROPERTY LINE. AT THOSE SPACES ADJACENT
 TO THE 4.5 LANDSCAPE BUFFER, WHEEL STOPS SHOULD BE
 INSTALLED, OR THE CURB LINE MOVED IN 2 FEET, AND THE
 SPACES SHOULD BE DESIGNATED AS "COMPACT". WITH THE
 ADDITION OF THE HANDICAP SPACE ALONG THE SOUTH PROPERTY
 LINE, THIS IS A PROBLEM BECAUSE THE AREA ONLY ALLOWS
 FOR A 16 FOOT LONG SPACE, WHICH DOES NOT MEET THE
 MINIMUM DIMENSIONS FOR A HANDICAP PARKING STALL.
  
 12. DATA TABLE ON SHEET A2.00 INDICATES 19 COMPACT
 SPACES, BUT ONLY THREE ARE SHOWN ON THE PLAN.
  
 13. THE LANDSCAPING ALONG THE NORTH SIDE OF THE
 BUILDING, AND AT THE NORTHEAST CORNER OF THE PROPERTY,
 CONFLICTS WITH THE PROPOSED METAL CANOPY ACROSS THE
 FIRST FLOOR. THE CANOPY WILL NEED TO BE SEGMENTED AND
 INSTALLED BETWEEN THE TREES AT THE ENTRANCES/WALKWAYS
 INTO THE RETAIL SPACES.
  
 14. EACH COMPACT SPACE WILL NEED TO BE SIGNED/MARKED AS
 SUCH.
  
 15. LANDSCAPING NEEDS TO BE INSTALLED IN THE NORTHWEST
 CORNER OF THE PROPERTY, AS THIS IS A REQUIRED LANDSCAPE
 BUFFER. IT IS SUGGESTED THAT THE GATE INTO THE POOL
 AREA, AND THE DOOR ON THE WEST SIDE OF THE BUILDING
 CROSS THE PROPERTY LINE AND TIE INTO THE EXISTING
 SIDEWALK ON THE ADJACENT PROPERTY. THIS WOULD REQUIRE
 AN EASEMENT FROM THE ADJACENT PROPERTY BUT WILL ALLOW
 LANDSCAPING TO BE INSTALLED ALONG THE PROPERTY LINE.
  
 16. IT DOESN'T APPEAR TO MAKE SENSE FOR THE ALUMINUM
 FENCE TO EXTEND AS FAR EAST AS IT DOES, ON THE SOUTH
 PROPERTY LINE. THIS CREATES A 2-3 FOOT AREA BETWEEN THE
 FENCE AND THE BUILDING THAT WILL BE VERY DIFFICULT TO
 MAINTAIN, ETC.
  
 17. IS THERE ANY WAY TO REINTRODUCE WINDOWS, ETC. INTO
 THE WEST ELEVATION?
  
 THE FOLLOWING COMMENTS ARE PROVIDED FOR INFORMATIONAL
 PURPOSES ONLY:
  
 18. ALL IMPROVEMENTS SHOWN WITHIN THE RIGHT-OF-WAY
 SHALL BE SUBJECT TO PERMITTING BY THE CITY?S
 ENGINEERING & PUBLIC WORKS DEPARTMENT.
  
 19. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE COSTS OF
 ALL OFF-SITE IMPROVEMENTS AND/OR UPGRADES NECESSARY TO
 EFFECTUATE THE PROPOSED DEVELOPMENT, INCLUDING BUT NOT
 LIMITED TO WATER MAINS, LIFT STATIONS, RIGHTS-OF-WAY,
 ETC.
  
 20. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING
 AND MAINTAINING ALL LANDSCAPING WITHIN THE PUBLIC
 RIGHT-OF-WAY. THE DEVELOPER SHALL OBTAIN ALL PERMITS,
 AGREEMENTS, EASEMENTS, ETC. THAT MAY BE NECESSARY TO
 EFFECTUATE SUCH INSTALLATION.
  
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN ROACH, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 PHONE: 561.822.1448
 FAX: 561.822.1460
  
 EMAIL: [email protected]
  
 WWW.WPB.ORG
  
Review Stop Z ZONING
Rev No 1 Status F Date 2015-01-30 Cont ID  
Sent By wjolin Date 2015-01-30 Time 10:36 Rev Time 0.00
Received By jroach Date 2015-01-30 Time 10:36 Sent To  
Notes
2015-01-30 11:08:15ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 01.30.2015
 PERMIT NO.: 14120431
 ADDRESS: 23RD STREET / PONCE DE LEON AVENUE
 CONTRACTOR/CONTACT: DANIEL PETROCCHI
 TELEPHONE NO.: 305.495.3745
 SCOPE OF REVIEW: NEW 99-UNIT APARTMENT BUILDING.
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 IMPORTANT - THE PROPOSED DEVELOPMENT IS SUBJECT TO THE
 ART IN PUBLIC PLACES REQUIREMENTS, AS OULTINED IN
 CHAPTER 78 - ARTICLE V OF THE CITY'S CODE OF
 ORDINANCES.
  
 1. THE PROPOSED PLANS DIFFER FROM THAT WHICH WAS
 APPROVED BY THE CITY COMMISSION (RESOLUTION NO.
 146-12). A MINOR DSI AMENDMENT APPLICATION SHALL BE
 SUBMITTED TO THE DEVELOPMENT SERVICES DEPARTMENT ?
 PLANNING DIVISION, PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT.
  
 2. SEPARATE LANDSCAPE PERMIT APPLICATION SHALL BE
 SUBMITTED. APPLICATION SHALL BE ACCOMPANIED BY A
 CERTIFIED COST ESTIMATE (MATERIALS + LABOR).
  
 3. PLEASE INCLUDE THE PARKING CALCULATIONS WITHIN THE
 SITE DATA TABLE. FOR EXAMPLE:
  
  A. 99 UNITS @ 1 SPACE/UNIT = 99 SPACES REQUIRED
  
  B. 2,959 SQ. FT. RETAIL @ 2 SPACE/1,000 SQ. FT. = 6
 SPACES REQUIRED
  
 4. ACCORDING TO THE OVERALL BUILDING SUMMARY, THE
 BUILDING IS 125,744 GROSS SQUARE FEET. THE PROJECT
 APPROVED BY THE CITY COMMISSION (RESOLUTION NO. 146-12)
 PROVIDED FOR 100,775 GROSS SQUARE FEET. PURSUANT TO
 SECTION 94-(F)(3)A.1. OF THE CITY?S ZONING AND LAND
 DEVELOPMENT REGULATIONS, ?AN INCREASE IN THE TOTAL
 SQUARE FOOTAGE OF ANY BUILDING BY MORE THAN FIVE
 PERCENT? SHALL REQUIRE A MAJOR DSI AMENDMENT.
  
 5. ON-STREET PARKING SHALL BE APPROVED BY THE CITY?S
 ENGINEERING DEPARTMENT.
  
 6. PLANS SHALL PROVIDE THE ENTIRE STREET RIGHT-OF-WAY
 WIDTH, PROPOSED LANE WIDTHS, ETC. FOR THE ENTIRE STREET
 SECTION.
  
 7. PURSUANT TO SECTION 94-215(L)(3) OF THE CITY?S
 ZONING AND LAND DEVELOPMENT REGULATIONS, THE DESIGN OF
 NEW STREETS AND MODIFICATIONS OF EXISTING STREETS SHALL
 COMPLY WITH THE FOLLOWING:
  
  A. A MINIMUM LANDSCAPE STRIP OF FIVE FEET SHALL BE
 PROVIDED ALONG THE STREET EDGE.
  
  B. TREE GRATES A MINIMUM OF FIVE FEET BY FIVE FEET MAY
 BE UTILIZED IN PLACE OF THE REQUIRED LANDSCAPE STRIP.
 THE USE OF TREE GRATES IS APPROPRIATE WHEN ON-STREET
 PARKING IS PROVIDED. WHEN NO ON-STREET PARKING IS
 PROVIDED, LANDSCAPE STRIPS ARE PREFERRED.
  
  C. A MINIMUM SIDEWALK WIDTH OF FIVE FEET SHALL BE
 PROVIDED ADJACENT TO THE LANDSCAPED AREA.
  
  D. A MINIMUM UNOBSTRUCTED AREA OF 60 INCHES SHALL BE
 PROVIDED IN THE SIDEWALK.
  
  E. NO UTILITY POLES, FIRE HYDRANTS OR ANY OTHER
 TEMPORARY OR PERMANENT STRUCTURES SHALL BE PERMITTED
 WITHIN THE UNOBSTRUCTED AREA.
  
  F. OVERHEAD UTILITIES ARE NOT PERMITTED. EXISTING
 OVERHEAD UTILITIES SHALL BE RELOCATED UNDERGROUND.
  
  G. WHERE ON-STREET PARKING IS PROVIDED ON BOTH SIDES
 OF THE STREET, THE MINIMUM RIGHT-OF WAY WIDTH SHALL BE
 60 FEET.
  
  H. ALL STREET LANES SHALL BE A MAXIMUM OF TEN FEET IN
 WIDTH UNLESS OTHERWISE REQUIRED BY THE CITY?S TRAFFIC
 ENGINEER.
  
 8. PURSUANT TO FIGURE XV-2 WITHIN SECTION 94-485 OF THE
 CITY?S ZONING AND LAND DEVELOPMENT REGULATIONS,
 PARALLEL PARKING SHALL BE 8 FEET 6 INCHES IN WIDTH.
  
 9. SHEET A.001 INDICATES THAT THE CIVIL PLANS ARE
 PROVIDE ?FOR REFERENCE ONLY?, BUT THE NOTES ON SHEET
 A.200 INDICATE THAT THE CIVIL PLANS ARE TO BE UTILIZED
 FOR ALL PARKING, ETC. PLEASE CLARIFY.
  
 10. SHEET A.001 INDICATES THAT THE LANDSCAPE PLANS ARE
 PROVIDE ?FOR REFERENCE ONLY?, PLEASE CLARIFY.
  
 11. PARKING STALL DETAIL SHALL CONFORM TO THE CITY?S
 MINIMUM REQUIREMENTS. CONTACT ME FOR AN ELECTRONIC
 COPY.
  
 12. AT THE 23RD STREET ENTRANCES INTO THE RETAIL,
 LOBBY, CLUB/CAF?, ETC., WHAT ARE THE PROJECTIONS
 EXTENDING NORTHWARD FROM THE BUILDING FA?ADE ON EITHER
 SIDE OF THE ENTRIES? THE BUILDING SHOULD NOT ENCROACH
 ANY FURTHER TOWARD THE PROPERTY LINE THAN WHAT WAS
 PREVIOUSLY APPROVED.
  
 13. ALL LANDSCAPE AREAS SHALL BE PROTECTED FROM
 VEHICULAR ENCROACHMENT BY TYPE D CURING OR WHEEL STOPS.
  
 14. WHEEL STOPS SHOULD BE PROVIDED FOR THOSE PARKING
 SPACES THAT ARE ALONG THE EAST SIDE OF THE BUILDING TO
 PREVENT CARS FROM HITTING THE WALL OF THE GARAGE.
  
 15. THOSE SPACES THAT ARE ONLY 16 FEET IN LENGTH SHALL
 BE DESIGNATED AS ?COMPACT?. PURSUANT TO SECTION
 94-485(N)(1) OF THE CITY?S ZONING AND LAND DEVELOPMENT
 REGULATIONS, NOT MORE THAN 30 PERCENT OF THE REQUIRED
 SPACES MAY BE DESIGNATED AS COMPACT.
  
 16. THE LANDSCAPE BUFFER ALONG THE WEST PROPERTY LINE,
 ADJACENT TO THE PARKING, SHOULD BE A MINIMUM OF 4 FEET
 6 INCHES, AS APPROVED BY THE ZONING BOARD OF APPEALS.
 THE DASHED LINE IS ONLY 3 FEET IN MANY PLACES.
  
 17. PURSUANT TO SECTION 94-443(C)(3) OF THE CITY?S
 ZONING AND LAND DEVELOPMENT REGULATIONS, ALL PARKING
 ROWS SHALL BE TERMINATED BY A LANDSCAPE ISLAND OF AT
 LEAST 5 FEET IN WIDTH AND SHALL CONTAIN A
 SHADE/FLOWERING TREE.
  
 18. PLEASE CLARIFY THE SHADED AREAS ON THE ELEVATION
 THAT ARE TO BE THE VEHICULAR ENTRANCE INTO THE PARKING?
 THIS WAS TO BE OPEN ACCESS.
  
 19. THE ELEVATIONS APPROVED BY THE CITY COMMISSION HAD
 WINDOWS AND OTHER ARCHITECTURAL TREATMENTS ON THE SOUTH
 FA?ADE. IT APPEARS THAT ALL OF THAT HAS BEEN REMOVED,
 PLEASE EXPLAIN.
  
 20. PLEASE CONFIRM THAT THE ENTIRE BUILDING (WITH THE
 EXCEPTION OF THE METAL AWNINGS) IS STUCCO, OR ARE
 ADDITIONAL BUILDING MATERIALS PROPOSED ON THE FA?ADE?
 IF SO, ADDITIONAL DETAIL NEEDS TO BE PROVIDED ON THE
 ELEVATIONS. THERE ARE SOME AREAS THAT ARE LABELED
 ?METAL PANEL?, BUT IT IS UNCLEAR AS TO THE EXTENT OF
 THIS IS.
  
 21. PLEASE PROVIDE THE PERCENTAGE OF GLAZING PROVIDED
 FOR EACH FA?ADE. THE PERCENTAGE OF GLAZING SHALL BE
 25-45% OF EACH FA?ADE AREA.
  
 22. PLEASE PROVIDE THE PERCENTAGE OF GLAZING ON THE
 GROUND FLOOR ALONG 23RD STREET. BETWEEN 2 AND 8 FEET IN
 HEIGHT THERE SHALL BE A MINIMUM OF 70 PERCENT GLAZING.
  
 23. IT IS STRONGLY RECOMMENDED THAT THE GLAZING FOR THE
 STOREFRONTS (ALONG 23RD STREET) NOT EXTEND ALL THE WAY
 TO THE FINISHED FLOOR, AND THAT AN APPROXIMATELY 2 FOOT
 ?KICK PLATE? BE PROVIDED.
  
 24. ALL WINDOWS (EXCEPT STOREFRONTS) SHALL BE OPERABLE.
 ACCORDING TO THE WINDOW SCHEDULE, ONE WINDOW TYPE HAS
 BEEN IDENTIFIED AS INOPERABLE.
  
 25. WINDOW OPENINGS SHALL BE A MINIMUM OF 2 FEET FROM
 THE BUILDING CORNERS. IT APPEARS THAT THE STOREFRONT
 WINDOW IN THE FITNESS ROOM DOES NOT MEET THIS
 PROVISION.
  
 26. OPENINGS IN UPPER STORIES SHALL BE CENTERED
 DIRECTLY ABOVE OPENINGS IN THE FIRST STORY. THERE MAY
 NEED TO BE ADJUSTMENTS TO THE STOREFRONT WINDOWS TO
 PROVIDE THIS ALIGNMENT.
  
 27. PHOTOMETRIC LEVELS SHALL NOT EXCEED 0.5 FOOTCANDLES
 WHEN MEASURED AT THE PROPERTY LINE.
  
 28. THE SITE PLAN SHALL INDICATE THE LOCATION OF
 ADJACENT BUILDINGS AND INDICATE THE SEPARATION FROM
 EXISTING STRUCTURES AND THE PROPOSED STRUCTURE. THERE
 SHALL BE AT LEAST 10 FEET OF SEPARATION.
  
 29. ALL UTILITY LINES SHALL BE LOCATED UNDERGROUND.
  
 30. REQUIRED LANDSCAPE BUFFER SHALL BE PROVIDED ALONG
 THE SOUTH PROPERTY LINE, SOUTH OF THE POOL.
  
 31. ALL IMPROVEMENTS SHOWN WITHIN THE RIGHT-OF-WAY
 SHALL BE SUBJECT TO PERMITTING BY THE CITY?S
 ENGINEERING & PUBLIC WORKS DEPARTMENT.
  
 32. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE COSTS OF
 ALL OFF-SITE IMPROVEMENTS AND/OR UPGRADES NECESSARY TO
 EFFECTUATE THE PROPOSED DEVELOPMENT, INCLUDING BUT NOT
 LIMITED TO WATER MAINS, LIFT STATIONS, RIGHTS-OF-WAY,
 ETC.
  
 33. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING
 AND MAINTAINING ALL LANDSCAPING WITHIN THE PUBLIC
 RIGHT-OF-WAY. THE DEVELOPER SHALL OBTAIN ALL PERMITS,
 AGREEMENTS, EASEMENTS, ETC. THAT MAY BE NECESSARY TO
 EFFECTUATE SUCH INSTALLATION.
  
 34. STREET TREES SHALL BE PROVIDED AND SHALL BE SPACED
 AT A MAXIMUM OF 30 FEET ON CENTER.
  
 35. BIKE RACK DETAIL AND DIMENSIONED LAYOUT SHALL BE
 PROVIDED. PLEASE CONTACT ME FOR ACCEPTABLE TYPES OF
 BIKE RACKS.
  
 36. FENCE DETAIL SHALL BE PROVIDED.
  
 37. LANDSCAPE PLANS DO NOT SHOW THE PROPOSED ON-STREET
 PARKING, ISLANDS, ETC.
  
 38. ALL LANDSCAPE AREAS SHALL BE IRRIGATED WITH A
 PERMANENT IRRIGATION SYSTEM PROVIDING 120% COVERAGE.
  
 39. SEPARATE IRRIGATION PERMIT APPLICATION SHALL BE
 SUBMITTED.
  
 40. AREAS WITHIN THE ADJACENT RIGHT-OF-WAY SHALL BE
 IRRIGATED.
  
 41. THE SHADE/FLOWERING TREE SPACING ALONG THE EAST
 BUFFER, JUST SOUTH OF 23RD STREET, EXCEEDS THE MAXIMUM
 SPACING.
  
 42. ELEVATION INFORMATION SHALL BE PROVIDED FOR THE
 SIDEWALK/DRIVEWAY AREA?THERE SHOULD BE NO CHANGE IN
 ELEVATION WHERE THE SIDEWALK CROSSES THE DRIVEWAY.
  
 43. AS RETAIL SPACE IS BEING PROVIDED, A LOADING SPACE
 SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 94-485(P)
 OF THE CITY?S ZONING AND LAND DEVELOPMENT REGULATIONS.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN ROACH, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 PHONE: 561.822.1448
 FAX: 561.822.1460
  
 EMAIL: [email protected]
  
 WWW.WPB.ORG
  


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