Home Records and Reports Contractor Records Owner Records Permit Records Permit Reports Business Reports Property Records Business Tax My Account Code Enforcement Contact Us Log In/Out Print Plan Review Stops For Permit 15111020 Review Stop B BUILDING (STRUCTURAL) Rev No 5 Status P Date 2017-02-06 Cont ID   Sent By jwitmer Date 2017-02-06 Time 14:01 Rev Time 0.00 Received By jwitmer Date 2017-02-06 Time 09:10 Sent To   Notes 2018-07-09 16:36:10 PROVISO 4-1 WAS RESOLVED UNDER SUBMITTAL 17110020 (REG) 2017-02-06 14:01:03 BUILDING PLAN REVIEW   W. P. B. PERMIT: 15111020   ADD: 1100 S. FLAGLER DR.   CONT: SUFFOLK CONSTRUCTION CO.   TEL: 561-832-1616   E-MAIL: [email protected] / ED HANRATTY       2010 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION       5TH REVIEW   DATE: MON. FEB. 06/ 2017   ACTION:BUILDING PROVISO           NOTE: THIS REVIEW IS GOING TO BE COMPLETED AS A MIXED   USE BUILDING,(FEMA REGULATIONS) AND THE REQUIREMENTS AS   SUCH. 2010 FBC-B 1612.4 DESIGN & CONSTRUCTION SHALL BE   IN ACCORDANCE WITH ASCE 24-05. ASCE 24-05 TABLE 6-1   MINIMUM ELEVATION OF FLOODPROOFING, RELATIVE TO THE   BASE FLOOD (BFE) OR DESIGN FLOOD ELEVATION (DFE)-   OUTSIDE OF HIGH RISK FLOOD HAZARD AREAS. STRUCTURE   CATEGORY- II (FOOTNOTE) C. (C) DRY FLOODPROOFING OF   RESIDENTIAL BUILDINGS AND RESIDENTIAL PORTIONS OF MIXED   USE BUILDINGS SHALL NOT BE PERMITTED.           1) BUILDING PROVISO: DEFERRED SUBMITTAL. ELEVATOR   PRODUCT DATA SHEET FOR OTIS GEN 2 ELEVATOR.       FEMA TECHNICAL BULLETIN 4-93. FEMA REGULATION   60.3(A)(3) IF A PROPOSED BUILDING SITE WILL BE   REASONABLY SAFE FROM FLOODING. IF A PROPOSED BUILDING   SITE IS IN A FLOOD PRONE AREA, ALL NEW CONSTRUCTION AND   SUBSTANTIAL IMPROVEMENTS SHALL? BE CONSTRUCTED WITH   MATERIALS RESISTANT TO FLOOD DAMAGE,(III) BE   CONSTRUCTED BY METHODS AND PRACTICES THAT MINIMIZE   FLOOD DAMAGES, AND (IV) BE CONSTRUCTED WITH   ELECTRICAL... EQUIPMENT AND OTHER SERVICES FACILITIES   THAT ARE DESIGNED AND / OR LOCATED SO AS TO PREVENT   WATER DAMAGE FROM ENTERING OR ACCUMULATING WITHIN THE   COMPONENTS DURING CONDITIONS OF FLOODING.   TO KEEP THE ELEVATOR CABS FROM HAVING SUBSTANTIAL   DAMAGE FROM FLOODWATERS, IS THERE A INTERLOCKING   CONTROL OR FLOAT SWITCH THAT WHEN ACTIVATED WILL KEEP   THE CAB FROM DESCENDING INTO THE FLOODWATERS.       2) PROVISO: ANY EUROPEAN CAR LIFT SYSTEM WILL NEED TO   SUBMIT PRODUCT LISTINGS WHERE THEY HAVE AN NRTL   (NATIONALLY RECOGNIZED TESTING LABORATORY) ACCREDITED   BY THE US AUTHORITY OCCUPATIONAL SAFETY AND HEALTH   ADMINISTRATION AND STAMPED FOR US MARKETS.       3) BUILDING PROVISO: THE PLANS SHOW AT THE ENTRY LEVEL   OF THE LOBBY A RECEPTION/ REGISTRATION DESK. PLEASE   PROVIDE COMPLIANCE WITH FAIR HOUSING SPECIFICATION OF   ANSI 4.31 ALSO SEE REACH RANGES.       4) BUILDING PROVISO: DEFERRED SUBMITTALS : TEST REPORTS   SHOWING COMPLIANCE WITH:       4)(1) FBC-B 2014 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.       4)(2) FBC-B 2014 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.       4)(3) FLAME SPREAD- FBC-B 2014 603.1. EXCEPTION 2.   INSULATION INSTALLED BETWEEN A FINISHED FLOOR AND SOLID   DECKING WITHOUT INTERVENING AIRSPACE SHALL BE ALLOWED   TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 200.       FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS   A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL   MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A   MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.       5) BUILDING PROVISO: DEFERRED SUBMITTALS: SHEET   431-M4-01 MECHANICAL DETAILS EQUIPMENT SUPPORT CURB   DETAIL & THYBAR VIBRATION CURB III DETAIL FOR OAU-1 &   2. PLEASE PROVIDE THE PRODUCT APPROVALS FOR CURB   DETAILS. TO BE REVIEWED BY THE STRUCTURAL ENGINEER OF   RECORD, AND WITH THEIR SHOP DRAWING STAMP OF APPROVAL.   PLEASE NOTE THE STRUCTURAL ANCHOR TO THE BASE OR   SUPPORT AS WELL AS THE UNIT TO THE CURB FOR MOMENT OF   OVERTURNING, WILL NEED TO BE DESIGNED BY THE STRUCTURAL   ENGINEER OR HIS DELEGATE WITH THE STRUCTURAL ENGINEERS   APPROVAL BEFORE SUBMITTAL TO THE BUILDING DEPARTMENT   FOR REVIEW.   FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL   FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE   ENGINEER OF RECORD FOR REVIEW.       6)BUILDING PROVISO: DEFERRED SUBMITTAL FOR   ARCHITECTURAL TRIM AND EMBELLISHMENTS METAL FINS ON   LEVEL 26. 1407.5 APPROVAL. RESULTS OF APPROVED TESTS OR   AN ENGINEERING ANALYSIS SHALL BE SUBMITTED TO THE   BUILDING OFFICIAL TO VERIFY COMPLIANCE WITH THE   REQUIREMENTS OF CHAPTER 16 FOR WIND LOADS. 1407.6   WEATHER RESISTANCE. IF DELEGATED ENGINEERING THEN THE   DOCUMENTS NEED TO BE FORWARDED TO THE ENGINEER OF   RECORD FOR REVIEW AND APPROVAL BEFORE SUBMITTING TO THE   BUILDING DEPARTMENT. 61G15-30.003.       7) BUILDING PROVISO: DEFERRED SUBMITTAL FOR THE TERRA   COTTA WALL CLADDING UNITS. FOR ARCHITECTURAL TRIM AND   EMBELLISHMENTS THE TERRA COTTA UNITS WILL NEED TO   COMPLY WITH 2010 FBC-B 1407.5 APPROVAL. RESULTS OF   APPROVED TESTS OR AN ENGINEERING ANALYSIS SHALL BE   SUBMITTED TO THE BUILDING OFFICIAL TO VERIFY COMPLIANCE   WITH THE REQUIREMENTS OF CHAPTER 16 FOR WIND LOADS.   1407.6 WEATHER RESISTANCE. IF DELEGATED ENGINEERING   THEN THE DOCUMENTS NEED TO BE FORWARDED TO THE ENGINEER   OF RECORD FOR REVIEW AND APPROVAL BEFORE SUBMITTING TO   THE BUILDING DEPARTMENT. 61G15-30.003.       8) BUILDING PROVISO: DEFERRED SUBMITTAL   POLYISOCYANURATE BOARD. WITH SINGLE PLY RECOVERY BOARD   AND SINGLE PLY PVC ROOFING MEMBRANE ROOFING. PLEASE   PROVIDE THE PRODUCT APPROVALS FOR EACH OF THE MEMBERS.   FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY ALL ROOFING   SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR ROOF   ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS, IF   ENHANCED FASTENING IS ALLOWED FOR ROOF ZONES 2 & 3.   FASTENER DENSITIES SHALL BE INCREASED FOR BOTH   INSULATION & THE BASE SHEET AS CALCULATED IN COMPLIANCE   WITH ROOFING APPLICATION STANDARDS RAS 117. CALCULATION   PREPARED, SIGNED AND SEALED BY A FLORIDA REGISTERED   PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT.   FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL   FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE   ENGINEER OF RECORD FOR REVIEW.       9)BUILDING PROVISO: DEFERRED SUBMITTALS. DETAILS 3 & 4   BOTH SHOW A TILE DECK ABOVE THE ROOFING SYSTEM. THE   ROOFING SYSTEM WELL NEED TO PROVIDE PRODUCT APPROVALS   FOR WIND AS WELL AS ENGINEERING FOR THE TILE DECK   INSTALLATION THEY WILL MEET THE WIND LOADS FOR THE   LOCATION ON THE BUILDING.2010 FBC-B COMPONENTS AND   CLADDING. 1609.6.4.4.1 COMPONENTS & CLADDING.       10) BUILDING PROVISO: DEFERRED SUBMITTAL. CANOPY   SYSTEMS. ADDITIONAL ENGINEERING SHEETS (SHOP DRAWINGS)   TO BE SUBMITTED AS A DEFERRED SUBMITTAL. PLEASE ALSO   PROVIDE HOW CODE COMPLIANCE WITH 2010 FBC-B 2405.2   ALLOWABLE GLAZING MATERIALS AND LIMITATIONS WILL BE   COMPLIED WITH. FL 61G-15-30.006 (3) THE DELEGATED   ENGINEER SHALL FORWARD THE DELEGATED ENGINEERING   DOCUMENTS TO THE ENGINEER OF RECORD FOR REVIEW.       11) BUILDING PROVISO: 107.3.4.2 DEFERRED SUBMITTALS.   2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS,   1609.6.4.4.1 COMPONENTS & CLADDING       FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.   01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION   SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:   (31)(A) EXTERIOR DOORS. ROOF HATCHES.   (B) WINDOWS   (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL   LOUVERS, EFIS SYSTEMS,   (D) ROOFING PRODUCTS AND ASSEMBLIES, CURBS, INTAKE AND   EXHAUST FANS ?   (E) SHUTTERS   (F) SKYLIGHTS   (G) PRE-ENGINEERED A/C STANDS   107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA   RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY   THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR   JURISDICTIONAL APPROVAL.       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 2017-01-30 Cont ID   Sent By jwitmer Date 2017-01-30 Time 10:05 Rev Time 0.00 Received By jwitmer Date 2017-01-30 Time   Sent To   Notes 2017-01-30 10:48:26 BUILDING PLAN REVIEW   W. P. B. PERMIT: 15111020   ADD: 1100 S. FLAGLER DR.   CONT: SUFFOLK CONSTRUCTION CO.   TEL: 561-832-1616   E-MAIL: [email protected] / ED HANRATTY       2010 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION       4TH REVIEW   DATE: MON. JAN. 30/ 2017   ACTION: DENIED           NOTE: THIS REVIEW IS GOING TO BE COMPLETED AS A MIXED   USE BUILDING,(FEMA REGULATIONS) AND THE REQUIREMENTS AS   SUCH. 2010 FBC-B 1612.4 DESIGN & CONSTRUCTION SHALL BE   IN ACCORDANCE WITH ASCE 24-05.   ASCE 24-05 TABLE 6-1 MINIMUM ELEVATION OF   FLOODPROOFING, RELATIVE TO THE BASE FLOOD (BFE) OR   DESIGN FLOOD ELEVATION (DFE)- OUTSIDE OF HIGH RISK   FLOOD HAZARD AREAS. STRUCTURE CATEGORY- II (FOOTNOTE)   C. (C) DRY FLOODPROOFING OF RESIDENTIAL BUILDINGS AND   RESIDENTIAL PORTIONS OF MIXED USE BUILDINGS SHALL NOT   BE PERMITTED.       1) DENIED!!!!!!!! 2ND REQUEST!!!!!!. PLANS STILL SHOW   AN OPENING WITHIN 10 FEET OF THE EXIT STAIR # 9. SEE   079-A2-0P1, 182-A5-28 & 182-A5-28 NOR THE STRUCTURAL   SHEETS 358-S2-0P1.   THE MECHANICAL SHEET 397-M2-)P1 SHOWS (2) FIRE DAMPERS   PGEF P2-1A & PGP2-1B THESE FIRE DAMPERS DO NOT LINE UP   OR ARE SIZED FOR THE EXTERIOR WALL OPENINGS SEPARATING   THE EXTERIOR OF THE BUILDING. THE LAST DATE THIS PLAN   WAS UPDATED WAS 11/22/2016. THE BRISTOL MEETING   ADDRESSING THIS ISSUE WAS ON JAN 11/2017.   , MECHANICAL REVIEW HAS ASKED THIS COMMENT REPEATEDLY   SEE SHEET 182-A5-28 THE DETAILS SHOW 2 ISSUES:   1A) THE EXTERIOR EXIT STAIR SHOWS LOUVERS IN THE   EXTERIOR WALL AND WITHIN 10 FEET OF THE EXTERIOR   STAIRS. PLEASE REVIEW SECTION 2010 FBC-B 1026.6   EXTERIOR STAIRWAY AND RAMP PROTECTION.   EXTERIOR EXIT STAIRWAYS AND RAMPS SHALL BE SEPARATED   FROM THE INTERIOR OF THE BUILDING AS REQUIRED IN   SECTION 1022.2. OPENINGS SHALL BE LIMITED TO THOSE   NECESSARY FOR EGRESS FROM NORMALLY OCCUPIED SPACES.   1) BUILDING PROVISO: DEFERRED SUBMITTAL. ELEVATOR   PRODUCT DATA SHEET FOR OTIS GEN 2 ELEVATOR.       FEMA TECHNICAL BULLETIN 4-93. FEMA REGULATION   60.3(A)(3) IF A PROPOSED BUILDING SITE WILL BE   REASONABLY SAFE FROM FLOODING. IF A PROPOSED BUILDING   SITE IS IN A FLOOD PRONE AREA, ALL NEW CONSTRUCTION AND   SUBSTANTIAL IMPROVEMENTS SHALL? BE CONSTRUCTED WITH   MATERIALS RESISTANT TO FLOOD DAMAGE,(III) BE   CONSTRUCTED BY METHODS AND PRACTICES THAT MINIMIZE   FLOOD DAMAGES, AND (IV) BE CONSTRUCTED WITH   ELECTRICAL... EQUIPMENT AND OTHER SERVICES FACILITIES   THAT ARE DESIGNED AND / OR LOCATED SO AS TO PREVENT   WATER DAMAGE FROM ENTERING OR ACCUMULATING WITHIN THE   COMPONENTS DURING CONDITIONS OF FLOODING.   TO KEEP THE ELEVATOR CABS FROM HAVING SUBSTANTIAL   DAMAGE FROM FLOODWATERS, IS THERE A INTERLOCKING   CONTROL OR FLOAT SWITCH THAT WHEN ACTIVATED WILL KEEP   THE CAB FROM DESCENDING INTO THE FLOODWATERS.       2) PROVISO: ANY EUROPEAN CAR LIFT SYSTEM WILL NEED TO   SUBMIT PRODUCT LISTINGS WHERE THEY HAVE AN NRTL   (NATIONALLY RECOGNIZED TESTING LABORATORY) ACCREDITED   BY THE US AUTHORITY OCCUPATIONAL SAFETY AND HEALTH   ADMINISTRATION AND STAMPED FOR US MARKETS.       3) BUILDING PROVISO: THE PLANS SHOW AT THE ENTRY LEVEL   OF THE LOBBY A RECEPTION/ REGISTRATION DESK. PLEASE   PROVIDE COMPLIANCE WITH FAIR HOUSING SPECIFICATION OF   ANSI 4.31 ALSO SEE REACH RANGES.       4) BUILDING PROVISO: DEFERRED SUBMITTALS : TEST REPORTS   SHOWING COMPLIANCE WITH:       4)(1) FBC-B 2014 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.       4)(2) FBC-B 2014 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.       4)(3) FLAME SPREAD- FBC-B 2014 603.1. EXCEPTION 2.   INSULATION INSTALLED BETWEEN A FINISHED FLOOR AND SOLID   DECKING WITHOUT INTERVENING AIRSPACE SHALL BE ALLOWED   TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 200.       FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS   A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL   MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A   MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.       5) BUILDING PROVISO: DEFERRED SUBMITTALS: SHEET   431-M4-01 MECHANICAL DETAILS EQUIPMENT SUPPORT CURB   DETAIL & THYBAR VIBRATION CURB III DETAIL FOR OAU-1 &   2. PLEASE PROVIDE THE PRODUCT APPROVALS FOR CURB   DETAILS. TO BE REVIEWED BY THE STRUCTURAL ENGINEER OF   RECORD, AND WITH THEIR SHOP DRAWING STAMP OF APPROVAL.   PLEASE NOTE THE STRUCTURAL ANCHOR TO THE BASE OR   SUPPORT AS WELL AS THE UNIT TO THE CURB FOR MOMENT OF   OVERTURNING, WILL NEED TO BE DESIGNED BY THE STRUCTURAL   ENGINEER OR HIS DELEGATE WITH THE STRUCTURAL ENGINEERS   APPROVAL BEFORE SUBMITTAL TO THE BUILDING DEPARTMENT   FOR REVIEW.   FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL   FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE   ENGINEER OF RECORD FOR REVIEW.       6)BUILDING PROVISO: DEFERRED SUBMITTAL FOR   ARCHITECTURAL TRIM AND EMBELLISHMENTS METAL FINS ON   LEVEL 26. 1407.5 APPROVAL. RESULTS OF APPROVED TESTS OR   AN ENGINEERING ANALYSIS SHALL BE SUBMITTED TO THE   BUILDING OFFICIAL TO VERIFY COMPLIANCE WITH THE   REQUIREMENTS OF CHAPTER 16 FOR WIND LOADS. 1407.6   WEATHER RESISTANCE. IF DELEGATED ENGINEERING THEN THE   DOCUMENTS NEED TO BE FORWARDED TO THE ENGINEER OF   RECORD FOR REVIEW AND APPROVAL BEFORE SUBMITTING TO THE   BUILDING DEPARTMENT. 61G15-30.003.       7) BUILDING PROVISO: DEFERRED SUBMITTAL FOR THE TERRA   COTTA WALL CLADDING UNITS. FOR ARCHITECTURAL TRIM AND   EMBELLISHMENTS THE TERRA COTTA UNITS WILL NEED TO   COMPLY WITH 2010 FBC-B 1407.5 APPROVAL. RESULTS OF   APPROVED TESTS OR AN ENGINEERING ANALYSIS SHALL BE   SUBMITTED TO THE BUILDING OFFICIAL TO VERIFY COMPLIANCE   WITH THE REQUIREMENTS OF CHAPTER 16 FOR WIND LOADS.   1407.6 WEATHER RESISTANCE. IF DELEGATED ENGINEERING   THEN THE DOCUMENTS NEED TO BE FORWARDED TO THE ENGINEER   OF RECORD FOR REVIEW AND APPROVAL BEFORE SUBMITTING TO   THE BUILDING DEPARTMENT. 61G15-30.003.       8) BUILDING PROVISO: DEFERRED SUBMITTAL   POLYISOCYANURATE BOARD. WITH SINGLE PLY RECOVERY BOARD   AND SINGLE PLY PVC ROOFING MEMBRANE ROOFING. PLEASE   PROVIDE THE PRODUCT APPROVALS FOR EACH OF THE MEMBERS.   FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY ALL ROOFING   SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR ROOF   ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS, IF   ENHANCED FASTENING IS ALLOWED FOR ROOF ZONES 2 & 3.   FASTENER DENSITIES SHALL BE INCREASED FOR BOTH   INSULATION & THE BASE SHEET AS CALCULATED IN COMPLIANCE   WITH ROOFING APPLICATION STANDARDS RAS 117. CALCULATION   PREPARED, SIGNED AND SEALED BY A FLORIDA REGISTERED   PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT.   FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL   FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE   ENGINEER OF RECORD FOR REVIEW.       9)BUILDING PROVISO: DEFERRED SUBMITTALS. DETAILS 3 & 4   BOTH SHOW A TILE DECK ABOVE THE ROOFING SYSTEM. THE   ROOFING SYSTEM WELL NEED TO PROVIDE PRODUCT APPROVALS   FOR WIND AS WELL AS ENGINEERING FOR THE TILE DECK   INSTALLATION THEY WILL MEET THE WIND LOADS FOR THE   LOCATION ON THE BUILDING.2010 FBC-B COMPONENTS AND   CLADDING. 1609.6.4.4.1 COMPONENTS & CLADDING.       10) BUILDING PROVISO: DEFERRED SUBMITTAL. CANOPY   SYSTEMS. ADDITIONAL ENGINEERING SHEETS (SHOP DRAWINGS)   TO BE SUBMITTED AS A DEFERRED SUBMITTAL. PLEASE ALSO   PROVIDE HOW CODE COMPLIANCE WITH 2010 FBC-B 2405.2   ALLOWABLE GLAZING MATERIALS AND LIMITATIONS WILL BE   COMPLIED WITH. FL 61G-15-30.006 (3) THE DELEGATED   ENGINEER SHALL FORWARD THE DELEGATED ENGINEERING   DOCUMENTS TO THE ENGINEER OF RECORD FOR REVIEW.       11) BUILDING PROVISO: 107.3.4.2 DEFERRED SUBMITTALS.   2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS,   1609.6.4.4.1 COMPONENTS & CLADDING       FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.   01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION   SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:   (31)(A) EXTERIOR DOORS. ROOF HATCHES.   (B) WINDOWS   (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL   LOUVERS, EFIS SYSTEMS,   (D) ROOFING PRODUCTS AND ASSEMBLIES, CURBS, INTAKE AND   EXHAUST FANS ?   (E) SHUTTERS   (F) SKYLIGHTS   (G) PRE-ENGINEERED A/C STANDS   107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA   RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY   THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR   JURISDICTIONAL APPROVAL.       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 2016-12-21 Cont ID   Sent By jwitmer Date 2016-12-21 Time 12:10 Rev Time 0.00 Received By jwitmer Date 2016-12-19 Time 10:46 Sent To   Notes 2016-12-21 12:10:40 BUILDING PLAN REVIEW   W. P. B. PERMIT: 15111020   ADD: 1100 S. FLAGLER DR.   CONT: SUFFOLK CONSTRUCTION CO.   TEL: 561-832-1616   E-MAIL: [email protected] / ED HANRATTY       2010 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION       3RD REVIEW   DATE: WED. DEC. 21/ 2016   ACTION: DENIED           NOTE: THIS REVIEW IS GOING TO BE COMPLETED AS A MIXED   USE BUILDING,(FEMA REGULATIONS) AND THE REQUIREMENTS AS   SUCH. 2010 FBC-B 1612.4 DESIGN & CONSTRUCTION SHALL BE   IN ACCORDANCE WITH ASCE 24-05.   ASCE 24-05 TABLE 6-1 MINIMUM ELEVATION OF   FLOODPROOFING, RELATIVE TO THE BASE FLOOD (BFE) OR   DESIGN FLOOD ELEVATION (DFE)- OUTSIDE OF HIGH RISK   FLOOD HAZARD AREAS. STRUCTURE CATEGORY- II (FOOTNOTE)   C. (C) DRY FLOODPROOFING OF RESIDENTIAL BUILDINGS AND   RESIDENTIAL PORTIONS OF MIXED USE BUILDINGS SHALL NOT   BE PERMITTED.       1) NEW BUILDING COMMENT, MECHANICAL REVIEW HAS ASKED   THIS COMMENT REPEATEDLY SEE SHEET 182-A5-28 THE DETAILS   SHOW 2 ISSUES:   1A) THE EXTERIOR EXIT STAIR SHOWS LOUVERS IN THE   EXTERIOR WALL AND WITHIN 10 FEET OF THE EXTERIOR   STAIRS. PLEASE REVIEW SECTION 2010 FBC-B 1026.6   EXTERIOR STAIRWAY AND RAMP PROTECTION.   EXTERIOR EXIT STAIRWAYS AND RAMPS SHALL BE SEPARATED   FROM THE INTERIOR OF THE BUILDING AS REQUIRED IN   SECTION 1022.2. OPENINGS SHALL BE LIMITED TO THOSE   NECESSARY FOR EGRESS FROM NORMALLY OCCUPIED SPACES.       1B) DETAILS SHOW REENTRY INTO THE BUILDING, THIS DESIGN   DOES NOT COMPLY WITH FBC-B 1027.1 THE EXIT DISCHARGE   SHALL NOT REENTER A BUILDING.           1) BUILDING PROVISO: DEFERRED SUBMITTAL. ELEVATOR   PRODUCT DATA SHEET FOR OTIS GEN 2 ELEVATOR.       FEMA TECHNICAL BULLETIN 4-93. FEMA REGULATION   60.3(A)(3) IF A PROPOSED BUILDING SITE WILL BE   REASONABLY SAFE FROM FLOODING. IF A PROPOSED BUILDING   SITE IS IN A FLOOD PRONE AREA, ALL NEW CONSTRUCTION AND   SUBSTANTIAL IMPROVEMENTS SHALL? BE CONSTRUCTED WITH   MATERIALS RESISTANT TO FLOOD DAMAGE,(III) BE   CONSTRUCTED BY METHODS AND PRACTICES THAT MINIMIZE   FLOOD DAMAGES, AND (IV) BE CONSTRUCTED WITH   ELECTRICAL... EQUIPMENT AND OTHER SERVICES FACILITIES   THAT ARE DESIGNED AND / OR LOCATED SO AS TO PREVENT   WATER DAMAGE FROM ENTERING OR ACCUMULATING WITHIN THE   COMPONENTS DURING CONDITIONS OF FLOODING.   TO KEEP THE ELEVATOR CABS FROM HAVING SUBSTANTIAL   DAMAGE FROM FLOODWATERS, IS THERE A INTERLOCKING   CONTROL OR FLOAT SWITCH THAT WHEN ACTIVATED WILL KEEP   THE CAB FROM DESCENDING INTO THE FLOODWATERS.       2) PROVISO: ANY EUROPEAN CAR LIFT SYSTEM WILL NEED TO   SUBMIT PRODUCT LISTINGS WHERE THEY HAVE AN NRTL   (NATIONALLY RECOGNIZED TESTING LABORATORY) ACCREDITED   BY THE US AUTHORITY OCCUPATIONAL SAFETY AND HEALTH   ADMINISTRATION AND STAMPED FOR US MARKETS.       3) BUILDING PROVISO: THE PLANS SHOW AT THE ENTRY LEVEL   OF THE LOBBY A RECEPTION/ REGISTRATION DESK. PLEASE   PROVIDE COMPLIANCE WITH FAIR HOUSING SPECIFICATION OF   ANSI 4.31 ALSO SEE REACH RANGES.       4) BUILDING PROVISO: DEFERRED SUBMITTALS : TEST REPORTS   SHOWING COMPLIANCE WITH:       4)(1) FBC-B 2014 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.       4)(2) FBC-B 2014 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.       4)(3) FLAME SPREAD- FBC-B 2014 603.1. EXCEPTION 2.   INSULATION INSTALLED BETWEEN A FINISHED FLOOR AND SOLID   DECKING WITHOUT INTERVENING AIRSPACE SHALL BE ALLOWED   TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 200.       FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS   A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL   MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A   MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.       5) BUILDING PROVISO: DEFERRED SUBMITTALS: SHEET   431-M4-01 MECHANICAL DETAILS EQUIPMENT SUPPORT CURB   DETAIL & THYBAR VIBRATION CURB III DETAIL FOR OAU-1 &   2. PLEASE PROVIDE THE PRODUCT APPROVALS FOR CURB   DETAILS. TO BE REVIEWED BY THE STRUCTURAL ENGINEER OF   RECORD, AND WITH THEIR SHOP DRAWING STAMP OF APPROVAL.   PLEASE NOTE THE STRUCTURAL ANCHOR TO THE BASE OR   SUPPORT AS WELL AS THE UNIT TO THE CURB FOR MOMENT OF   OVERTURNING, WILL NEED TO BE DESIGNED BY THE STRUCTURAL   ENGINEER OR HIS DELEGATE WITH THE STRUCTURAL ENGINEERS   APPROVAL BEFORE SUBMITTAL TO THE BUILDING DEPARTMENT   FOR REVIEW.   FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL   FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE   ENGINEER OF RECORD FOR REVIEW.       6)BUILDING PROVISO: DEFERRED SUBMITTAL FOR   ARCHITECTURAL TRIM AND EMBELLISHMENTS METAL FINS ON   LEVEL 26. 1407.5 APPROVAL. RESULTS OF APPROVED TESTS OR   AN ENGINEERING ANALYSIS SHALL BE SUBMITTED TO THE   BUILDING OFFICIAL TO VERIFY COMPLIANCE WITH THE   REQUIREMENTS OF CHAPTER 16 FOR WIND LOADS. 1407.6   WEATHER RESISTANCE. IF DELEGATED ENGINEERING THEN THE   DOCUMENTS NEED TO BE FORWARDED TO THE ENGINEER OF   RECORD FOR REVIEW AND APPROVAL BEFORE SUBMITTING TO THE   BUILDING DEPARTMENT. 61G15-30.003.       7) BUILDING PROVISO: DEFERRED SUBMITTAL FOR THE TERRA   COTTA WALL CLADDING UNITS. FOR ARCHITECTURAL TRIM AND   EMBELLISHMENTS THE TERRA COTTA UNITS WILL NEED TO   COMPLY WITH 2010 FBC-B 1407.5 APPROVAL. RESULTS OF   APPROVED TESTS OR AN ENGINEERING ANALYSIS SHALL BE   SUBMITTED TO THE BUILDING OFFICIAL TO VERIFY COMPLIANCE   WITH THE REQUIREMENTS OF CHAPTER 16 FOR WIND LOADS.   1407.6 WEATHER RESISTANCE. IF DELEGATED ENGINEERING   THEN THE DOCUMENTS NEED TO BE FORWARDED TO THE ENGINEER   OF RECORD FOR REVIEW AND APPROVAL BEFORE SUBMITTING TO   THE BUILDING DEPARTMENT. 61G15-30.003.       8) BUILDING PROVISO: DEFERRED SUBMITTAL   POLYISOCYANURATE BOARD. WITH SINGLE PLY RECOVERY BOARD   AND SINGLE PLY PVC ROOFING MEMBRANE ROOFING. PLEASE   PROVIDE THE PRODUCT APPROVALS FOR EACH OF THE MEMBERS.   FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY ALL ROOFING   SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR ROOF   ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS, IF   ENHANCED FASTENING IS ALLOWED FOR ROOF ZONES 2 & 3.   FASTENER DENSITIES SHALL BE INCREASED FOR BOTH   INSULATION & THE BASE SHEET AS CALCULATED IN COMPLIANCE   WITH ROOFING APPLICATION STANDARDS RAS 117. CALCULATION   PREPARED, SIGNED AND SEALED BY A FLORIDA REGISTERED   PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT.   FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL   FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE   ENGINEER OF RECORD FOR REVIEW.       9)BUILDING PROVISO: DEFERRED SUBMITTALS. DETAILS 3 & 4   BOTH SHOW A TILE DECK ABOVE THE ROOFING SYSTEM. THE   ROOFING SYSTEM WELL NEED TO PROVIDE PRODUCT APPROVALS   FOR WIND AS WELL AS ENGINEERING FOR THE TILE DECK   INSTALLATION THEY WILL MEET THE WIND LOADS FOR THE   LOCATION ON THE BUILDING.2010 FBC-B COMPONENTS AND   CLADDING. 1609.6.4.4.1 COMPONENTS & CLADDING.       10) BUILDING PROVISO: DEFERRED SUBMITTAL. CANOPY   SYSTEMS. ADDITIONAL ENGINEERING SHEETS (SHOP DRAWINGS)   TO BE SUBMITTED AS A DEFERRED SUBMITTAL. PLEASE ALSO   PROVIDE HOW CODE COMPLIANCE WITH 2010 FBC-B 2405.2   ALLOWABLE GLAZING MATERIALS AND LIMITATIONS WILL BE   COMPLIED WITH. FL 61G-15-30.006 (3) THE DELEGATED   ENGINEER SHALL FORWARD THE DELEGATED ENGINEERING   DOCUMENTS TO THE ENGINEER OF RECORD FOR REVIEW.       11) BUILDING PROVISO: 107.3.4.2 DEFERRED SUBMITTALS.   2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS,   1609.6.4.4.1 COMPONENTS & CLADDING       FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.   01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION   SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:   (31)(A) EXTERIOR DOORS. ROOF HATCHES.   (B) WINDOWS   (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL   LOUVERS, EFIS SYSTEMS,   (D) ROOFING PRODUCTS AND ASSEMBLIES, CURBS, INTAKE AND   EXHAUST FANS ?   (E) SHUTTERS   (F) SKYLIGHTS   (G) PRE-ENGINEERED A/C STANDS   107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA   RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY   THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR   JURISDICTIONAL APPROVAL.       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 2016-08-29 Cont ID   Sent By jwitmer Date 2016-08-29 Time 17:12 Rev Time 0.00 Received By jwitmer Date 2016-08-23 Time 08:38 Sent To   Notes 2016-08-29 17:12:53 BUILDING PLAN REVIEW   W. P. B. PERMIT: 15111020   ADD: 1100 S. FLAGLER DR.   CONT: SUFFOLK CONSTRUCTION CO.   TEL: 561-832-1616   E-MAIL: [email protected] / ED HANRATTY       2010 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION       2ND REVIEW   DATE: SAT.- AUG. 26- /2016   ACTION: DENIED       NOTE: THIS REVIEW IS GOING TO BE COMPLETED AS A MIXED   USE BUILDING,(FEMA REGULATIONS) AND THE REQUIREMENTS AS   SUCH. 2010 FBC-B 1612.4 DESIGN & CONSTRUCTION SHALL BE   IN ACCORDANCE WITH ASCE 24-05.   ASCE 24-05 TABLE 6-1 MINIMUM ELEVATION OF   FLOODPROOFING, RELATIVE TO THE BASE FLOOD (BFE) OR   DESIGN FLOOD ELEVATION (DFE)- OUTSIDE OF HIGH RISK   FLOOD HAZARD AREAS. STRUCTURE CATEGORY- II (FOOTNOTE)   C. (C) DRY FLOODPROOFING OF RESIDENTIAL BUILDINGS AND   RESIDENTIAL PORTIONS OF MIXED USE BUILDINGS SHALL NOT   BE PERMITTED.       1) SHEET 078-A2-0P2 PARKING 2 (LOWER LEVEL):       1A) COMPLIED2010 FBC-B 1612.4 DESIGN & CONSTRUCTION   SHALL BE IN ACCORDANCE WITH ASCE 24-05. ASCE 24-05   TABLE 6-1. (FOOTNOTE) C. ( C ) DRY FLOODPROOFING OF   RESIDENTIAL BUILDINGS AND RESIDENTIAL PORTIONS OF MIXED   USE BUILDINGS SHALL NOT BE PERMITTED.       1B)2ND REQUEST. THE RESPONSE LETTER INDICATES THE   ELEVATOR IS A TRACTION ELEVATOR AS IDENTIFIED. THERE IS   NO REFERENCE TO THE ELEVATOR BEING A TRACTION ELEVATOR   OR A REVISION NUMBER AND BEING CLOUDED, BUBBLED OR A   DELTA.   ELEVATOR # 9 IS NOT IDENTIFIED ON SHEET 012-LS-P1/ P2.   SHEET 176-A5.15 DOES NOT INDICATE IF THIS ELEVATOR IS A   HYDRAULIC ELEVATOR? PLEASE IF THE ELEVATOR IS HYDRAULIC   SHOW COMPLIANCE WITH 2010 FBC-B 3011. (1-4). IF THIS   ELEVATOR IS HYDRAULIC IN WILL THE SUMP PUMP BE TIED   INTO THE EMERGENCY ELECTRICAL PANEL TO KEEP DAMAGE TO   THE HYDRAULIC SYSTEM AND CAB A MINIMUM. FEMA BULLETIN   4-93.       1C) 2ND REQUEST. THE RESPONSE LETTER INDICATES THE   ELEVATOR IS A TRACTION ELEVATOR, WHICH IS MACHINE   ROOMLESS ELEVATOR AS IDENTIFIED. THERE IS NO REFERENCE   TO THE ELEVATOR BEING A TRACTION ELEVATOR OR A REVISION   NUMBER AND BEING CLOUDED, BUBBLED OR A DELTA.   ELEVATOR # 9 PLEASE IDENTIFY WHERE THE MACHINE ROOM FOR   ELEVATOR # 9 IS LOCATED? PLEASE SHOW COMPLIANCE WITH   2010 FBC-B 3006.4. 1 HOUR FIRE RATING.       1D) 2ND REQUEST. THE RESPONSE INDICATES THE ELEVATOR TO   BE A OTIS GEN 2 AND INCLUDES FLOAT SWITCH AND SOFTWARE,   IT WOULD APPEAR THERE WOULD BE PRODUCT LITERATURE   SUBMITTED, RESEARCHED THE EQUIPMENT SPEC SHEETS 33   SHEETS NOT INCLUDED IN THIS FILE.   THE OTHER ISSUE WITH ALL OF THE OTHER ELEVATORS THAT   TRAVEL TO THE LOWER P2 PARKING LEVEL DEALS WITH THE   FEMA TECHNICAL BULLETIN 4-93. FEMA REGULATION   60.3(A)(3) IF A PROPOSED BUILDING SITE WILL BE   REASONABLY SAFE FROM FLOODING. IF A PROPOSED BUILDING   SITE IS IN A FLOOD PRONE AREA, ALL NEW CONSTRUCTION AND   SUBSTANTIAL IMPROVEMENTS SHALL? BE CONSTRUCTED WITH   MATERIALS RESISTANT TO FLOOD DAMAGE,(III) BE   CONSTRUCTED BY METHODS AND PRACTICES THAT MINIMIZE   FLOOD DAMAGES, AND (IV) BE CONSTRUCTED WITH   ELECTRICAL... EQUIPMENT AND OTHER SERVICES FACILITIES   THAT ARE DESIGNED AND / OR LOCATED SO AS TO PREVENT   WATER DAMAGE FROM ENTERING OR ACCUMULATING WITHIN THE   COMPONENTS DURING CONDITIONS OF FLOODING.   TO KEEP THE ELEVATOR CABS FROM HAVING SUBSTANTIAL   DAMAGE FROM FLOODWATERS, IS THERE A INTERLOCKING   CONTROL OR FLOAT SWITCH THAT WHEN ACTIVATED WILL KEEP   THE CAB FROM DESCENDING INTO THE FLOODWATERS.   THE OTHER QUESTION, IS NORMALLY WITH LOSS OF POWER THE   ELEVATOR CABS DESCEND TO THE LOWEST LEVEL , WILL THE   INTERLOCK AND OR FLOAT SWITCH ALLOW THE OVERRIDE?   DURING TIMES OF FLOOD THIS WILL ENABLE ACCESSIBILITY TO   THE LOWER PARKING GARAGE UNLESS THE OCCUPANT TRAVELS   DOWN THE STAIRS.       1E) COMPLIED. SMOKE DOORS. DOORS P202/ ELEV. LOBBY 1,   DOOR P203/ ELEV. LOBBY 2, DOOR P205 ELEV. LOBBY 3/ DOOR   P206/ ELEV. LOBBY #4. ,       1F) COMPLIED. FBC-B 905.3. STANDPIPES IN STAIRWELLS.       1G)SEMI-COMPLIED, SHEET 166-A5-01 IDENTIFIES VARIOUS   WALLS WITH TAGS:       1G)(1) WALL IDENTIFICATION TAGGED WALLS 70, 71, 73, 74   & 75 ALL SHOW AN ANGLE IRON BRACING SYSTEM ATTACHED TO   THE UNDERSIDE OF THE NEXT CONCRETE SLAB AND A NOTE   INDICATING A CONTINUOUS FIRE RESISTIVE JOINT SYSTEM.   UL LISTING U905 & U906 ARE THE LISTING FOR THE WALL   ONLY. PLEASE PROVIDE COMPLIANCE WITH 2010 FBC-B 714.2   AN RATED ASSEMBLY FOR THE DISSIMILAR MATERIALS AT THE   JOINT WALL /SLAB JOINT (FIRE ?RESISTANT JOINT SYSTEM).       1ST ROUND COMMENT. THE BUILDING CORES CONTAINING   STAIRWELLS 1 & 2 AND 3 & 4 DO NOT HAVE WALL   IDENTIFICATION TAGS AS THE WALLS SURROUNDING THE   PERIMETER OF THE BUILDING. SHEET 012-A0-31 THE LIFE   SAFETY SHEET FOR THE PARKING GARAGES INDICATES FIRE   RATED WALLS. 107.2.1.3 ADDITIONAL INFORMATION IS   REQUIRED.       1H) SEMI-COMPLIED. THE RESPONSE INDICATES THE VOID   SPACE BETWEEN THE INTERSTITIAL FLOOR OF THE FPL VAULT   WILL BE FILLED WITH STRUCTURAL GEOFOAM. PLEASE PROVIDE   TESTING IN COMPLIANCE WITH 2603.3 SURFACE BURNING   CHARACTERISTICS. ASTM E84 OR UL 723.       1ST ROUND OF COMMENTS. THE EAST WALL OF THE FPL VAULT   DOES NOT INDICATE A WALL TAG. THE FLOOR ELEVATION IS   INDICATED AT ELEVATION 6?-0? THIS WALL WILL STILL BE ON   THIS LEVEL. 107.2.1.3 ADDITIONAL INFORMATION IS   REQUIRED, WALL NOT IDENTIFIED AS TO TYPE.       NEW COMMENTS:   1I) COMMON COMMENT TO ALL FLOORS THE DOOR SCHEDULES   FOUND ON SHEETS 331_A8.11 & 332_A8.12 LABEL ALL FIRE   RATED DOORS AS B OR C LABEL. PLEASE RATE THEM IN   MINUTES AND HOURS AS FBC-B TABLE 715.5.       2) SHEET 079-A2-0P1 (PARKING LEVEL 1 UPPER LEVEL):       2A-D) COMPLIED                   2E) SEMI-COMPLIED. PLEASE BE AWARE THIS IS A EUROPEAN   SYSTEM THAT PROBABLY DOES NOT HAVE AN UL LISTING, NOR   WILL THE 50 HZ 3-PHASE HOOK UP TO THE US STANDARD 60 HZ   ELECTRICAL SYSTEM.   ELECTRICAL NOTE # 6 INDICATES THE NEED OF A CORNER PIT   IN THE FLOOR. ADDITIONAL INFORMATION REQUIRED WHEREAS   THE PIT LOCATION AND THE SIZE OF THE PIT. 107.2.1.3.   1ST REVIEW COMMENT. THIS LEVEL SHOWS STACKED PARKING,   PLEASE PROVIDE DETAILS FOR THIS TYPE OF LIFT. HOW THE   LIFT WILL OPERATE, MANUFACTURERS SPEC, ANCHORAGE FOR   LIFT, IS THERE A VALET THAT PUTS THE CARS ON THE LIFT,   ETC. 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.       2F-G) COMPLIED       3) SHEET 013-A)-32 & 080-A2-01 LEVEL 1 (LOBBY):       3A-D) COMPLIED.       3E) SEMI-COMPLIED. ON THE LOBBY LEVEL THE DOORS TO THE   GUEST SUITES LABELED GS01 ARE NOT FOUND IN THE DOOR   SCHEDULE PAGE 331_A8-11.       1ST ROUND COMMENT. PLEASE BE AWARE THAT THE DOORS ARE   NOT IDENTIFIED ON THIS SHEET, NOR ARE THEY IDENTIFIED   ON SHEET 166-A5-01. 107.2.1.3 ADDITIONAL INFORMATION IS   REQUIRED.       3F)SEMI-COMPLIED. SHEET 098_A2-51A GUEST SUITE 1 COMMON   WALL BATHROOM TO ATRIUM IS LABELED A WALL TYPE 3A. THIS   WALL IS A 1 HOUR WALL AND HAS A STC RATING OF 47.   PLEASE SEE FBC-B 1207.2 AIR-BORNE SOUND MINIMUM STC OF   50, ASTM E90.   1ST ROUND COMMENTS. PLEASE BE AWARE THAT THE WALL   IDENTIFICATION TAGS ON THIS SHEET ARE MISSING AS WELL   AS ON SHEET 166-A5-01. 107.2.1.3 ADDITIONAL INFORMATION   IS REQUIRED.       3G)2ND REQUEST. PLEASE NOTE IS FOR ALL FLOORS WITH   ELEVATOR DOOR OPENINGS. THE PLANS DO NOT INDICATE A   FIRE RATED DOOR ON THE ELEVATOR SHAFT. FBC-B 3002.1.1   OPENING PROTECTIVES OPENINGS IN HOISTWAY ENCLOSURES   SHALL BE PROTECTED AS REQUIRED IN CHAPTER 7. OPENING   PROTECTIVES TABLE 715.5.EXCEPTION THE FLOOR LEVEL   DESIGNATED FOR RECALL SHALL REMAIN OPEN DURING PHASE I   EMERGENCY RECALL OPERATION. WHAT FLOOR LEVEL WILL BE   THE LEVEL DESIGNATED FOR RECALL?   1ST ROUND OF COMMENTS. GUEST ROOM CORRIDOR 102 SHOWS   THE WALLS TO BE A MINIMUM OF A 1 HOUR FIRE RATING WITH   THE EXCEPTION OF THE ELEVATOR OPENING? PLEASE PROVIDE   COMPLIANCE WITH 2010 FBC-B TABLE 1018.1.       3H-K) COMPLIED..       3L) 2ND REQUEST. THE 1ST LEVEL SHEET 080-A2-01/   013-A)-32 LIFE SAFETY AND 2ND LEVEL SHEET 081-A2-02/   014-A0-33 LIFE SAFETY 2ND LEVEL. THESE SHEETS DEPICT A   2 STORY ATRIUM. I?M NOT SPEAKING OF THE STAIRWAY TO   BELOW. THE LOBBY FLOOR SHEET 080_A2.01 AND THE SHEET   081_A2.02 LEVEL 2 OF AMENITIES CONSTITUTES AN ATRIUM,   WHERE THE AIR COMMUNICATES BETWEEN 2 STORIES. THESE   WALLS IN COMMON SHOULD BE FIRE RATED FBC-B 404.6 WITH   OPENING PROTECTIVES IN ACCORDANCE WITH TABLE 715.5.       1ST ROUND OF COMMENTS. THE 1ST LEVEL SHEET 080-A2-01/   013-A)-32 LIFE SAFETY AND 2ND LEVEL SHEET 081-A2-02/   014-A0-33 LIFE SAFETY 2ND LEVEL. THESE SHEETS DEPICT A   2 STORY ATRIUM. WHAT THE LIFE SAFETY SHEETS FAIL TO   PROVIDE IS THE 1 HOUR FIRE BARRIER (2010 FBC-B 404.6)   CONSTRUCTED IN ACCORDANCE WITH SECTION 707. THE PLANS   DO NOT SHOW A CUT SECTION WHERE ONE OF THE EXCEPTIONS   WAS TAKEN. ONE HOUR FIRE RATED WALLS WOULD BE REQUIRED   WITH ANY SPACE THAT COMMUNICATED WITH THE ATRIUM AND   OPENING PROTECTIVE IN COMPLIANCE WITH 2010 FBC-B TABLE   715.4. SMOKE CONTROL IS NOT REQUIRED SINCE THIS IS A 2   STORY ATRIUM.       3M-O) COMPLIED. 2010 FBC-B 404.8 INTERIOR FINISHES.       3O)(6) SEMI-COMPLIED. SHEET 184A-A5-52, THE DESIGNER OF   RECORD HAS PROVIDED THE CHART SHOWING THE EXIT STAIR &   RESIDENTIAL UNIT DISTRIBUTION TABLE. THE QUESTION STILL   IS HOW WILL THE FIRE FIGHTERS KNOW THIS CHART EXIST,   WILL A COPY OF THIS CHART BE POSTED IN THE FIRE COMMAND   ROOM OR IN AN OVERALL FIRE MANUAL?       1ST ROUND OF COMMENTS. A CUT SECTION THROUGH THE   BUILDING SHOWING WHICH STAIRWELLS SERVICE WHICH SUITES   SINCE THE FLOORS WITH 3 SUITES USE STAIRWELLS 2 & 3 SO   FIRE FIGHTERS WILL KNOW WHICH STAIRWELLS AND FIREMENS   ELEVATORS TO USE FOR FIREFIGHTING AND OR EMERGENCIES.   107.2.1.3 ADDITIONAL INFORMATION REQUIRED.       3P-R) COMPLIED. 2010 FBC-B SECTION 403.3.2 WATER SUPPLY   TO REQUIRED FIRE PUMPS       3S) BUILDING PROVISO: THE PLANS SHOW AT THE ENTRY LEVEL   OF THE LOBBY A RECEPTION/ REGISTRATION DESK. PLEASE   PROVIDE COMPLIANCE WITH FAIR HOUSING SPECIFICATION OF   ANSI 4.31 ALSO SEE REACH RANGES.       3T) 2ND REQUEST. THIS COMMENT WILL STAND FOR ALL FLOORS   WITH MULTIPLE R2 DWELLING UNITS ON THE SAME FLOOR OR   DWELLING UNITS ABOVE OR BELOW THE OCCUPIED UNIT. PLEASE   NOTE ALL 3 TEST ARE REQUIRED FOR ANY FLOOR   UNDERLAYMENT. IF THERE IS TO BE TILE AND OR MARBLE THE   UNDERLAYMENT HAS TO BEEN TESTED ALL 3 TEST, THIS HOLDS   TRUE FOR WOOD VENEERS AS WELL. PLEASE KEEP THE 3 TEST   CRITERIA TOGETHER, IF THEY ARE POSTED ON THE SAME PLANS   SHEET, WE CAN THEN LET THE ACTUAL TEST APPROVALS TO BE   A DEFERRED SUBMITTAL AFTER THE ISSUANCE OF THE PERMIT.   WE NEED THE CONTRACTOR OR SUB-CONTRACTORS OR VENDORS TO   SEE THERE ARE 3 DIFFERENT CRITERIA IN THE SELECTING   FLOOR UNDER-LAYMENTS. THANK YOU FOR YOUR HELP IN THIS   MATTER.       PLEASE PROVIDE TEST REPORTS SHOWING COMPLIANCE WITH:       3T)(1) FBC-B 2014 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.       3T)(2) FBC-B 2014 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.       3T)(3) FLAME SPREAD- FBC-B 2014 603.1. EXCEPTION 2.   INSULATION INSTALLED BETWEEN A FINISHED FLOOR AND SOLID   DECKING WITHOUT INTERVENING AIRSPACE SHALL BE ALLOWED   TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 200.       FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS   A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL   MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A   MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.       3U) COMPLIED.           4) SHEET 014-A0-33/ 082-A2-03: 2ND LEVEL GUEST SUITES.       4A) COMPLIED. GUEST SUITES ARE PURCHASED BY THE CURRENT   OWNERS TO BE USED AS A ALTERNATE SLEEPING ROOM.   4B)2ND REQUEST. THE SHAFT WALLS HAVE NOW BEEN   IDENTIFIED AS WALL IDENTIFICATION TAGS, 1 & 52. PLEASE   NOTE THESE WALLS ARE COMMON WITHIN THE TENANT SPACE AND   ONLY HAVE A STC RATING OF 47 NOT THE REQUIRED 50.   FBC-B 2010 SECTION 1207.2 AIR-BORNE SOUND.       1ST ROUND OF COMMENTS. THERE IS A DISCREPANCY IN PLANS   IT WOULD APPEAR. SHEET 014-A0-33 LEVEL 2 GUEST SUITES   IT APPEARS THE MECHANICAL UNIT HP-1IN GUEST SUITES 11 &   12 ARE LOCATED IN A ONE HOUR SHAFT WHEREAS THE UNITS 9   & 10 THE UNITS ARE NOT LOCATED IN A RATED WALL. IT   APPEARS IN UNITS 11 & 12 THERE IS A VERTICAL 8X16 INCH   EXHAUST DUCT NOT SHOWN IN A SHAFT, MECHANICAL SHEETS   INDICATE THAT IN SOME AREA 2 HOUR FLAME BAR IS TO BE   INSTALLED. PLEASE PROVIDE DETAILED INFORMATION IN   RESPONSE AS TO WHAT AREAS ARE TO BE SHAFTS, HOUR RATING   OF SHAFTS, WHERE THE FLAME BAR IS TO BE INSTALLED AND   FIRE STOPPING ASSEMBLIES FOR THROUGH PENETRATIONS. THIS   COMMENT WILL BE COMMON FOR THE 3 FLOORS OF GUEST   SUITES. 2010 FBC-B 708.2.4 /716.6 HORIZONTAL   ASSEMBLIES. THIS CONDITION APPEARS ON THE 3RD LEVEL OF   GUEST SUITES AS WELL.       4C-D) COMPLIED   .       5) SHEET 014-A)-33/ 098-A2-51A2: 2ND LEVEL AMENITIES/   103-A2.53A THE 3RD LEVEL GUEST SUITES.       5A-B) COMPLIED.       5C)2ND REQUEST. SHEET 098_A2-51A2 &/ 103-A2.53A THE 3RD   LEVEL GUEST SUITES IS MISSING BOTH THE WALL & DOOR   IDENTIFICATION TAGS. CODE COMPLIANCE CANNOT BE   DETERMINED. 107.2.1.3 ADDITIONAL INFORMATION IS   REQUIRED.       5D) 2ND REQUEST. SHEET 014-A)-33 IS THE 2ND LEVEL OF   THE ATRIUM. THIS SHEETS DEPICTS THE 2ND FLOOR OF THE   ATRIUM. WHAT THE LIFE SAFETY SHEETS FAIL TO PROVIDE IS   THE 1 HOUR FIRE BARRIER (2010 FBC-B 404.6) CONSTRUCTED   IN ACCORDANCE WITH SECTION 707. THE PLANS DO NOT SHOW A   CUT SECTION WHERE ONE OF THE EXCEPTIONS WAS TAKEN. ONE   HOUR FIRE RATED WALLS WOULD BE REQUIRED WITH ANY SPACE   THAT COMMUNICATED WITH THE ATRIUM AND OPENING   PROTECTIVE IN COMPLIANCE WITH 2010 FBC-B TABLE 715.4.   SMOKE CONTROL IS NOT REQUIRED SINCE THIS IS A 2 STORY   ATRIUM. PLEASE NOTE THE 3 LEVELS OF THE R2 GUEST ROOMS   TRAVEL THROUGH A 1 HOUR FIRE RATED ACCESS CORRIDOR INTO   THE ATRIUM.       5E) COMPLIED       5F) 2ND REQUEST. THIS SHEET INDICATES THE BRIDGE   SECTION OF THE 2ND LEVEL IS INDICATED AS A MEZZANINE   LOBBY. THE 2ND FLOOR AREA THAT IS OPEN AND COMMUNICATES   IS OVER THE 1/3RD OF THE OPEN AREAS ALLOWED BY FBC-B   505.2 EXCEPTION # 2 FOR TYPE I TYPE II BUILDINGS. THIS   IS A TRUE 2 STORY ATRIUM, FBC-B 404.6 ENCLOSURES OF   ATRIUMS.       5G)2ND REQUEST. SHEET 014-A0-33 POOL DECK STAIR # 6 & 7   SHOW THE USE OF AN AREA OF RESCUE ASSISTANCE.   THE RESPONSE INDICATES TWO-WAY COMMUNICATION SYSTEM HAS   BEEN PROVIDED, SEE SHEET A0.33.   PLEASE SHOW COMPLIANCE WITH ALL ASPECTS OF THE 2003 IBC   1007.6.       AREA OF REFUGE. 2003 IBC-B 1007.6 .3 TWO-WAY   COMMUNICATION. AREAS OF REFUGE SHALL BE PROVIDED WITH   TWO-WAY COMMUNICATION SYSTEM BETWEEN THE AREA OF REFUGE   AND A CONTROL POINT. IF THE CENTRAL CONTROL POINT IS   NOT CONSTANTLY ATTENDED, THE AREA OF REFUGE SHALL ALSO   HAVE CONTROLLED ACCESS TO A PUBLIC TELEPHONE SYSTEM.   LOCATION OF THE CENTRAL CONTROL POINT SHALL BE APPROVED   BY THE FIRE DEPARTMENT. TWO-WAY COMMUNICATION SYSTEM   SHALL INCLUDE BOTH AUDIBLE AND VISIBLE SIGNALS.       1007.6.4 INSTRUCTIONS. IN AREAS OF REFUGE THAT HAVE A   TWO-WAY EMERGENCY COMMUNICATIONS SYSTEM, INSTRUCTIONS   ON THE USE OF THE AREA UNDER EMERGENCY CONDITIONS SHALL   BE POSTED ADJOINING THE COMMUNICATIONS SYSTEM. THE   INSTRUCTIONS SHALL INCLUDE ALL OF THE FOLLOWING;   1) DIRECTIONS TO FIND OTHER MEANS OF EGRESS.   2) PERSONS ABLE TO USE THE EXIT STAIRWAY DO SO AS SOON   AS POSSIBLE, UNLESS THEY ARE ASSISTING OTHERS.   3) INFORMATION ON THE PLANNED AVAILABILITY OF   ASSISTANCE IN THE USE OF STAIRS OR SUPERVISED OPERATION   OF ELEVATORS AND HOW TO SUMMON SUCH ASSISTANCE. 4)   DIRECTIONS FOR THE USE OF THE EMERGENCY COMMUNICATIONS   SYSTEM.       1007.6.5 IDENTIFICATION. EACH DOOR PROVIDING ACCESS TO   AN AREA OF REFUGE FROM AN ADJACENT FLOOR AREA SHALL BE   IDENTIFIED BY A SIGN COMPLYING WITH ICC A117., STATING   AREA OF REFUGE, AND INCLUDING THE INTERNATIONAL SYMBOL   OF ACCESSIBILITY. WHERE EXIT SIGN ILLUMINATION IS   REQUIRED BY SECTION 1011.2, THE AREA OF REFUGE SIGN   SHALL BE ILLUMINATED. ADDITIONALLY, TACTILE SIGNAGE   COMPLYING WITH ICC A117.1 SHALL BE LOCATED AT EACH DOOR   TO AN AREA OF REFUGE.       1007.7. SIGNAGE. AT EXITS AND ELEVATORS SERVING A   REQUIRED ACCESSIBLE SPACE BUT NOT PROVIDING AN APPROVED   ACCESSIBLE MEANS OF EGRESS, SIGNAGE SHALL BE INSTALLED   INDICATING THE LOCATION OF ACCESSIBLE MEANS OF EGRESS       1ST ROUND COMMENT. SHEET 014-A0-33 POOL DECK STAIR # 6   & 7 SHOW THE USE OF AN AREA OF RESCUE   ASSISTANCE. THE 2010 FBC-B 1007.1 ACCESSIBLE MEANS OF   EGRESS. ACCESSIBLE MEANS OF EGRESS SHALL BE PROVIDED IN   ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE FLORIDA   BUILDING CODE, ACCESSIBILITY.   2010 FBC-ACCESSIBILITY CODE. ACCESSIBLE MEANS OF EGRESS   . 207.1 GENERAL. MEANS OF EGRESS SHALL COMPLY WITH   SECTION 1003.2.13 OF THE INTERNATIONAL BUILDING CODE   (2000 EDITION AND 2001 SUPPLEMENT) OR SECTION 1007 OF   THE INTERNATIONAL BUILDING CODE (2003 EDITION)   (INCORPORATED BY REFERENCE, SEE "REFERENCED STANDARDS"   IN CHAPTER 1).   PLEASE SHOW FULL COMPLIANCE FOR THE AREA OF REFUGE   ASSISTANCE, 2003 IBC-B REQUIREMENTS 1007.6.(1-7) &   1007.8(1-3).           START REVIEWS MON. 8/29/16           5H) COMPLIED. FAIR HOUSING. THE DINING ROOM, BEAUTY   PARLOR AND GUEST ROOMS ARE UNDER FAIR HOUSING ACT. FAIR   HOUSING IS TO BE APPLIED THEN ONLY ACCESS TO THE POOL   DECK WILL BE REQUIRED.       5I) COMPLIED. FAIR HOUSING. AN ACCESSIBLE ROUTE TO THE   LOWER POOL DECK AREA. FAIR HOSING ANSI A117.1 4.3 (C)   CONNECTING ACCESSIBLE BUILDING OR FACILITY ENTRANCES   WITH ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING   OR FACILITY, INCLUDING ADAPTABLE DWELLING UNITS.       5J) COMPLIED. FAIR HOUSING COMPLIANCE FOR THE STEAM   ROOMS AND SAUNAS. FAIR HOUSING COMMON USE SPACES AND   FACILITIES. WHEN ANSI DOES NOT CONTAIN SPECIFICATIONS   FOR SPECIFIC FACILITIES OR FEATURE IN QUESTION RELATED   HUMAN FACTORS AND PERFORMANCE SPECIFICATIONS MUST BE   USED TO ACHIEVE ACCESSIBILITY. SUCH SPECIFICATIONS   INCLUDE, BUT ARE NOT LIMITED TO, 4.2 SPACE ALLOWANCES   AND REACH RANGES, 4.3 ACCESSIBLE ROUTE, 4.4 PROTRUDING   OBJECTS, 4.5 GROUND & FLOOR SURFACES, AND 4.25   OPERATING MECHANISMS.       5K) 2ND REQUEST, SEMI-COMPLIED, THE RESPONSE INDICATES   HOW COMPLIANCE CAN BE OBTAINED. COMPLIANCE WITH COMMENT   5G MUST BE MET FOR COMMENT TO BE COMPLIED WITH.   1ST ROUND COMMENT. SHEET 014-A0-33 THE LOWER POOL DECK   IT APPEARS THERE IS ONLY ONE RAMP (NOT MARKED, NOR   ELEVATION CHANGES GIVEN) BETWEEN THE POOL DECK AND POOL   THERE ARE 116 OCCUPANTS AND WHAT APPEARS TO BE ONLY ONE   ACCESSIBLE MEANS OF EGRESS. PLEASE SHOW COMPLIANCE   WITH: 2010 FBC-BUILDING CODE 1007.1 ACCESSIBLE MEANS OF   EGRESS. ACCESSIBLE MEANS OF EGRESS SHALL BE PROVIDED IN   ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE FLORIDA   BUILDING CODE, ACCESSIBILITY.   2010 FBC-ACCESSIBILITY CODE SECTION 207.1 MEANS OF   EGRESS SHALL COMPLY WITH SECTION 1003.2.13 OF THE   INTERNATIONAL BUILDING CODE (2000 EDITION AND 2001   SUPPLEMENT) OR SECTION 1007 OF THE INTERNATIONAL   BUILDING CODE (2003 EDITION).   2003 IBC-B 1007.1 WHERE MORE THAN ONE MEANS OF EGRESS   IS REQUIRED BY SECTIONS 1014.1 OR 1018.1 FROM ANY   ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE   SHALL BE SERVED BY NOT LESS THAN TWO MEANS OF EGRESS.               6) SHEETS 015-A0-34 LEVELS 5-10. 11-17 (TIER 1) LEVELS   18-19 TIER 2. / 083-A2-05 LEVEL 5/ 084-A2-06 LEVELS   6-9, 11 TIER 1;   6A) 2ND REQUEST. THIS COMMENT IS A COMMON COMMENT FOR   ALL DWELLING UNITS TIER 1 LEVELS 5-9 &11. THE LIFE   SAFETY PLAN SHOWS (2) REQUIRED MEANS OF EGRESS PER UNIT   OVER 3 STORIES, COMMON PATH OF TRAVEL EXCEEDED WITH ONE   MEANS OF EGRESS, BECAUSE THEY ARE OVER THE 125 FEET   REQUIRED BY 2010 FBC-B 1014.3 EXCEPTION # 4.       6A)(1) COMPLIED. THE PLANS SHOW THE 1ST COMMON PATH OF   TRAVEL EXITING THROUGH THE FRONT ENTRY DOORS THROUGH AN   ELEVATOR LOBBY, THE LIFE SAFETY PLANS WILL NEED TO   INDICATE IF THE ELEVATOR HOIST WAYS ARE PRESSURIZED TO   ALLOW EXITING THROUGH THE ELEVATOR LOBBY. 2010 FBC-B   708.14.1 ELEVATOR LOBBIES.       6A)(2) 2ND REQUEST. THE RESPONSE INDICATES A ISSUE WITH   LOCKABLE DOORS ONLY NOT THE CODE SECTION OF NO EGRESS   THROUGH STORAGE ROOMS, CLOSETS OR SPACES USED FOR   SIMILAR PURPOSES.       1ST ROUND COMMENTS. THE 2ND ISSUE IS THE COMMON PATH OF   TRAVEL THROUGH THE LAUNDRY/ STORAGE/ UTILITY ROOM.   PLEASE SEE THE 2010 FBC-B SECTION 1014.2.1(4) 4. EGRESS   SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS, CLOSETS   OR SPACES USED FOR SIMILAR PURPOSES. NOTE THE EXCEPTION   IS ONLY FOR A KITCHEN AREA SERVING ADJOINING ROOMS   CONSTITUTING PART OF THE SAME DWELLING UNIT OR SLEEPING   UNIT.       6B) COMPLIED. COMMON COMMENT FOR ALL FLOORS. EXITING   CAPACITY ANALYSIS FOR ALL TIERS SHOW A 36 INCH DOORWAY   AND THE EXIT CAPACITY AT 180 OCCUPANTS. THIS WOULD MEAN   YOU HAVE OFFSET HINGES ON THE EXIT DOORS SO THERE IS A   FULL 36 INCHES CLEAR WIDTH FROM THE FACE OF THE DOOR   WHEN OPEN AT 90 DEGREES TO THE OPPOSING LATCH SIDE OF   THE DOOR AND NOT INCLUDING THE DOOR STOP. SEE 2010   FBC-B 1008.1.1. CLEAR OPENINGS OF DOORWAYS WITH   SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF   THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES.   THE ACTUAL ALLOWABLE MAXIMUM OCCUPANT LOAD IS CLOSER TO   167.       7) 2ND REQUEST. SHEET 016-A0-35 LEVELS 20 & 21 /   090-A2-20 LEVEL 20 REFERS TO SHEET 089- A2.18 FOR UNITS   A & B. SHEET 090-A2-20 FOR UNIT C. SAME COMMENTS AND   ISSUES AS COMMENTS 6A AND 6B.       8)2ND REQUEST. SHEET 017-A0-36 LIFE SAFETY PLANS FOR   LEVEL 22 & 23/ 092-A2-22 & 093-A2-23. SAME COMMENTS AND   ISSUES AS COMMENTS 6A AND 6B.       9) PROVISO: SHEET 017-A0-36 LIFE SAFETY PLANS FOR LEVEL   23/ SHEET 093-A2-23. AT OWN RISK!!!!!   THE COMMON PATH OF TRAVEL THROUGH THE LAUNDRY/ STORAGE/   UTILITY ROOM. PLEASE SEE THE 2010 FBC-B SECTION   1014.2.1(4) 4. EGRESS SHALL NOT PASS THROUGH KITCHENS,   STORAGE ROOMS, CLOSETS OR SPACES USED FOR SIMILAR   PURPOSES. NOTE THE EXCEPTION IS ONLY FOR A KITCHEN AREA   SERVING ADJOINING ROOMS CONSTITUTING PART OF THE SAME   DWELLING UNIT OR SLEEPING UNIT.       10) SHEET 018-A0-37 LEVELS 24 &25/ SHEET 094-A2-24   LEVEL 24 & 095-A2-25.       10A)2ND REQUEST. UNIT PH-24N & PH25N HAS THE SAME   ISSUES AS COMMENT 6A)(1) ELEVATOR LOBBY & 6A)(2) EGRESS   THROUGH STORAGE/ UTILITY CLOSET / LAUNDRY ROOM. THE   2010 FBC-B SECTION 1014.2.1(4) 4. EGRESS SHALL NOT PASS   THROUGH KITCHENS, STORAGE ROOMS, CLOSETS OR SPACES USED   FOR SIMILAR PURPOSES.       10B) COMPLIED 2010 FBC-B 708.14.1 ELEVATOR SHAFTS ARE   PRESSURIZED.       11) SHEET 019-A)-38 LEVEL 26 MECHANICAL FLOOR - ROOF /   096-A2-26 ARCH. MECHANICAL FLOOR   PLAN. A122-A2-76ALEVEL 26 NORTH, 411-M2-26 & 374.S2-26   STRUCTURAL MECHANICAL ROOF FRAMING PLAN.               11A) NEW COMMENT.. SHEET 122-A2-76A ONE WALL THAT   ENCLOSES STAIR # 2 IS IDENTIFIED WITH A WALL TAG # 78   THIS WALL DESIGNATION IS NOT FOUND ON SHEET 330-A8-02.   1ST ROUND OF COMMENTS. SHEET 122-A2-76A NONE OF THE   ARCHITECTURAL NOR STRUCTURAL SHEETS, PROVIDE A ROOM &   WALL IDENTIFICATION TAG FOR THE WALL IN THE UPPER RIGHT   CORNER OF THE BUILDING, THE SAME WALL IS ALSO COMMON TO   STAIR TOWER #2 AND FIREMANS VESTIBULE 2601. ADDITIONAL   INFORMATION IS REQUIRED BOTH THE FIREMANS VESTIBULE   (1HR.) AND THE STAIR SHAFT(2 HR.) ARE FIRE RATED   PROTECTED. 3007.4.2 & 708.4.       11B-G) COMPLIED.       11H)COMPLIED. SHEET 122-A2-76A LEVEL 26 PLEASE NOTE   ROOFTOP AND FLOOR ELEVATION TAGS ARE PROVIDED.       11I) 2ND REQUEST. SEMI-COMPLIED. RESPONSE INDICATES SEE   SHEETS A2,56A AND A2.76B. SHEET A2-76B SHOWS THE DOORS   WITH IDENTIFICATION TAGS BUR NOT THE WALLS. SHEET   A2.56A IS THE FLOOR LEVELS 5-9, 11-17? DO YOU MEAN   A2-26 NEITHER THE WALLS NOR DOORS ARE IDENTIFIED?   107.2.1.3. ADDITIONAL INFORMATION IS REQUIRED.   1ST ROUND OF COMMENTS. SHEET 171-A5-06 PLEASE NOTE NONE   OF THE WALLS NOR DOORS ARE PROVIDED WITH IDENTIFICATION   TAGS, PLANS ARE INCOMPLETE, 107.2.1.3 ADDITIONAL   INFORMATION IS REQUIRED.       11J) COMPLIED. SHEET 171-A5-06 AND 096-A2-26 ELEVATOR   CONTROL ROOM 3, 4 &6.       11K-N) COMPLIED.       11O) 2ND REQUEST. THE SHEET 123_A2-76B DOES HAVE A NOTE   WHERE THE VERTICAL BRACING OCCURS IN THE EXTERIOR   CORRIDOR 2604 OUTLINE OF SCREEN WALL & STEEL BRACING   ABOVE. THE STRUCTURAL SHEETS 374_S2-26 DOES NOT   INDICATE SUCH DETAILS. A DIFFERENT VERSION IS FOUND ON   SHEET 375_S2-27 WHERE THE VERTICAL LEG AND BRACING   STILL APPEAR TO BE IN THE CORRIDOR.   1ST ROUND COMMENT. SHEET 096-A2-26 THE MECHANICAL   EQUIPMENT SCREEN BRACING SYSTEM AS DRAWN HAS LEGS THAT   GO INTO THE CORRIDOR 2604 BLOCKING ACCESS, BLOCKING   ENTRY TO A EXTERIOR MECHANICAL ROOM 2603 AND ALSO TO   ROOM 2606. PLEASE CORRECT THESE AREAS.       12) SEMI- COMPLIED. SHEET 431-M4-01 MECHANICAL DETAILS,   DETAIL 20 COOLING TOWER VIBRATION ISOLATOR.   RESPONSE INDICATES SEE SHEET 395_A-S5-31 SEE DETAIL # 4   FOR CONCRETE PIER FOR A/C ROOF TOP EQUIPMENT. PLEASE   PROVIDE REQUIRED CLEARANCES BELOW RAISED ROOF MOUNTED   MECHANICAL UNITS, SEE TABLE 1509.7   FBC-B. TAKE THE MEASUREMENTS FROM THE LOWEST HORIZONTAL   FRAMING MEMBER.       1ST ROUND OF COMMENTS. SHEET 431-M4-01 MECHANICAL   DETAILS, DETAIL 20 COOLING TOWER VIBRATION ISOLATOR   DETAIL TO BE REVIEWED BY THE STRUCTURAL ENGINEER OF   RECORD, AND WITH THEIR SHOP DRAWING STAMP OF APPROVAL.   PLEASE NOTE THE STRUCTURAL BASE OR SUPPORT WILL NEED TO   BE DESIGNED BY THE STRUCTURAL ENGINEER OR HIS DELEGATE   WITH THE STRUCTURAL ENGINEERS APPROVAL BEFORE SUBMITTAL   TO THE BUILDING DEPARTMENT FOR REVIEW.   FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL   FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE   ENGINEER OF RECORD FOR REVIEW.           13) BUILDING PROVISO: DEFERRED SUBMITTALS: SHEET   431-M4-01 MECHANICAL DETAILS EQUIPMENT SUPPORT CURB   DETAIL & THYBAR VIBRATION CURB III DETAIL FOR OAU-1 &   2. PLEASE PROVIDE THE PRODUCT APPROVALS FOR CURB   DETAILS. TO BE REVIEWED BY THE STRUCTURAL ENGINEER OF   RECORD, AND WITH THEIR SHOP DRAWING STAMP OF APPROVAL.   PLEASE NOTE THE STRUCTURAL ANCHOR TO THE BASE OR   SUPPORT AS WELL AS THE UNIT TO THE CURB FOR MOMENT OF   OVERTURNING, WILL NEED TO BE DESIGNED BY THE STRUCTURAL   ENGINEER OR HIS DELEGATE WITH THE STRUCTURAL ENGINEERS   APPROVAL BEFORE SUBMITTAL TO THE BUILDING DEPARTMENT   FOR REVIEW.   FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL   FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE   ENGINEER OF RECORD FOR REVIEW.       14) SHEET 131-A3-21.   14A) COMPLIED.       14B) ELEVATORS 2/4 DO NOT CONTINUE THROUGH TO THE ROOF.   PLEASE PROVIDE WHERE COMPLIANCE WITH SECTIONS OF THE   2010 FBC-B CAN BE FOUND:       14B)(1) 2ND REQUEST IDENTIFY THE SHAFT THAT GOES TO THE   ROOF TOP. 3004.1 VENTS REQUIRED. HOISTWAYS OF ELEVATORS   PENETRATING MORE THAN THREE STORIES SHALL BE PROVIDED   WITH A MEANS FOR VENTING SMOKE AND HOT GASES TO THE   OUTER AIR IN CASE OF FIRE. FOR R1 AND R2 OCCUPANCIES   VENTING IS REQUIRED.       14B)(2) 2ND REQUEST IDENTIFY THE SHAFT AND ROOF TOP   VENT, SIZE OF THE AREA VENTING. 3004.2 LOCATION OF   VENTS. VENTS SHALL BE LOCATED AT THE TOP THE HOISTWAY   AND SHALL OPEN EITHER DIRECTLY TO THE OUTER AIR OR   THROUGH NONCOMBUSTIBLE DUCTS TO THE OUTER AIR.   NONCOMBUSTIBLE DUCTS SHALL BE PERMITTED TO PASS THROUGH   THE ELEVATOR MACHINE ROOM, PROVIDED THAT PORTIONS OF   THE DUCTS LOCATED OUTSIDE THE HOISTWAY OR MACHINE ROOM   ARE ENCLOSED BY CONSTRUCTION HAVING NOT LESS THAN THE   FIRE-RESISTANCE RATING REQUIRED FOR THE HOISTWAY. HOLES   IN THE MACHINE ROOM FLOORS FOR THE PASSAGE OF ROPES,   CABLES OR OTHER MOVING ELEVATOR EQUIPMENT SHALL BE   LIMITED AS NOT TO PROVIDE GREATER THAN 2 INCHES (51 MM)   OF CLEARANCE ON ALL SIDES.       14)(3) 2ND REQUEST. 3004.3 AREA OF VENTS. EXCEPT AS   PROVIDED FOR IN SECTION 3004.3.1, THE AREA OF THE VENTS   SHALL NOT BE LESS THAN 31/2 PERCENT OF THE AREA OF THE   HOISTWAY NOR LESS THAN 3 SQUARE FEET (0.28 M2) FOR EACH   ELEVATOR CAR, AND NOT LESS THAN 31/2 PERCENT NOR LESS   THAN 0.5 SQUARE FEET (0.047 M2) FOR EACH DUMBWAITER CAR   IN THE HOISTWAY, WHICHEVER IS GREATER. OF THE TOTAL   REQUIRED VENT AREA, NOT LESS THAN ONE-THIRD SHALL BE   PERMANENTLY OPEN. CLOSED PORTIONS OF THE REQUIRED VENT   AREA SHALL CONSIST OF OPENINGS GLAZED WITH ANNEALED   GLASS NOT GREATER THAN 1/8 INCH (3.2 MM) IN THICKNESS.           15) SHEET 137-A3-31 DETAILS 1 & 2 & SHEET A0.23   EXTERIOR SYSTEMS.       15A)2ND REQUEST. THE SHEET 137-A3-31 SHOWS VARIOUS   AREAS WHERE METAL PANELS ARE GOING TO BE INSTALLED ON   THE EXTERIOR OF THE BUILDING. TO DATE NO PLANS HAVE   BEEN SUBMITTED FOR COMPLIANCE. THE RESPONSE STATES   THESE PANELS ARE METAL PLATE PANELS AND POSSIBLY THE   USE OF MCM PANELS. THE SYSTEM IS GOING TO HAVE TO BE   BETTER DEFINED AS TO USAGE WEATHER ABILITY, MATERIALS   AND ANCHORAGE FOR THE COMPONENT PORTION OF THE   BUILDING.   AT THE 26TH LEVEL THERE ARE METAL SKINNED ARCHES   ARCHITECTURAL ELEMENTS AS WELL AS LEVEL 1 FIN , THAT   NEED STRUCTURAL DETAILS THE PAGES REFERENCED S5.31 ARE   FOR THE A/C CHILLER SCREEN AND FOR PILLARS FOR THE A/C   CHILLER. IS THIS AN ELEMENT THAT YOU WOULD LIKE TO A   DEFERRED SUBMITTAL.       BOTH INDICATE THE USE OF METAL WALL PANELS, THERE ARE   NO CUT SECTIONS INDICATING MORE INFORMATION ON THE   PANELS. COMPONENTS AND CLADDING FBC-B, 1609.6.4.4.1   COMPONENTS & CLADDING. PLEASE SEE THE 2010 FBC-B   SECTION 1407.3 ARCHITECTURAL TRIM AND EMBELLISHMENTS.   MCM USED AS ARCHITECTURAL TRIM OR EMBELLISHMENTS SHALL   COMPLY WITH SECTIONS 1407.7 THROUGH 1407.14.   1407.4 STRUCTURAL DESIGN. MCM SYSTEMS SHALL BE DESIGNED   AND CONSTRUCTED TO RESIST WIND LOADS AS REQUIRED BY   CHAPTER 16 FOR COMPONENTS AND CLADDING.       1407.5 APPROVAL. RESULTS OF APPROVED TESTS OR AN   ENGINEERING ANALYSIS SHALL BE SUBMITTED TO THE BUILDING   OFFICIAL TO VERIFY COMPLIANCE WITH THE REQUIREMENTS OF   CHAPTER 16 FOR WIND LOADS. 1407.6 WEATHER RESISTANCE.       15B) COMPLIED. BALCONY DIVIDER GLASS TO HAVE A ARTIC   SNOW PVB INNER CORE, FBC-B 2407       15C) COMPLIED.       16)2ND REQUEST. SHEETS 108-A2-68A & DETAIL # 2/   278-A6-85C BALCONY DEMISING GLASS WALL. THE FLOOR PLAN   108-A2-68A DOES SHOW THE USE OF BALCONY DEMISING GLASS   WALL AS WELL AS THE ELEVATION SHEET 137-A3-31. THE   DETAIL 2 ON SHEET 278-A6-85C APPEAR TO BE FOR INSULATED   SPANDREL PANEL BUT NOT FOR THE GLASSED DEMISING WALL IT   WOULD APPEAR THIS IS THE WRONG DETAIL.       17) SHEET 157-A4-14 DETAIL 11 SHOWS THE INSTALLATION OF   A TERRA COTTA RAIN SCREEN. REFERENCES DETAIL 11/   157-A4-14 PLEASE PROVIDE COMPLIANCE WITH 2010 FBC-B   SECTIONS:       17A) 2ND REQUEST, PLEASE PROVIDE PRODUCT TESTING.   1403.2 WEATHER PROTECTION.       17B) 2ND REQUEST. RESPONSE INDICATES REFER TO   STRUCTURAL LOADS REPORT. THE PLANS DO NOT PROVIDE   ANCHORAGE, TYPE OF ANCHOR, AT WHAT SPACING AN NO   PRODUCT DATA HAS BEEN SUBMITTED FOR THIS SYSTEM. 1403.3   STRUCTURAL. EXTERIOR WALLS, AND THE ASSOCIATED   OPENINGS, SHALL BE DESIGNED AND CONSTRUCTED TO RESIST   SAFELY THE SUPERIMPOSED LOADS REQUIRED BY CHAPTER 16.       17C) 2ND REQUEST. THE PLANS DO NOT PROVIDE ANCHORAGE,   TYPE OF ANCHOR, AT WHAT SPACING AN NO PRODUCT DATA HAS   BEEN SUBMITTED FOR THIS SYSTEM.       1405.9 TERRA COTTA. ANCHORED TERRA COTTA OR CERAMIC   UNITS NOT LESS THAN 15/8 INCHES (41 MM) THICK SHALL BE   ANCHORED DIRECTLY TO MASONRY, CONCRETE OR STUD   CONSTRUCTION. TIED TERRA COTTA OR CERAMIC VENEER UNITS   SHALL BE NOT LESS THAN 15/8 INCHES (41 MM) THICK WITH   PROJECTING DOVETAIL WEBS ON THE BACK SURFACE SPACED   APPROXIMATELY 8 INCHES (203 MM) O.C. THE FACING SHALL   BE TIED TO THE BACKING WALL WITH CORROSION-RESISTANT   METAL ANCHORS OF NOT LESS THAN NO. 8 GAGE WIRE   INSTALLED AT THE TOP OF EACH PIECE IN HORIZONTAL BED   JOINTS NOT LESS THAN 12 INCHES (305 MM) NOR MORE THAN   18 INCHES (457 MM) O.C.; THESE ANCHORS SHALL BE SECURED   TO 1/4-INCH (6.4 MM) CORROSION-RESISTANT PENCIL RODS   THAT PASS THROUGH THE VERTICAL ALIGNED LOOP ANCHORS IN   THE BACKING WALL. THE VENEER TIES SHALL HAVE SUFFICIENT   STRENGTH TO SUPPORT THE FULL WEIGHT OF THE VENEER IN   TENSION. THE FACING SHALL BE SET WITH NOT LESS THAN A   2-INCH (51 MM) SPACE FROM THE BACKING WALL AND THE   SPACE SHALL BE FILLED SOLIDLY WITH PORTLAND CEMENT   GROUT AND PEA GRAVEL. IMMEDIATELY PRIOR TO SETTING, THE   BACKING WALL AND THE FACING SHALL BE DRENCHED WITH   CLEAN WATER AND SHALL BE DISTINCTLY DAMP WHEN THE GROUT   IS POURED.       18) 2ND REQUEST. SHEET 395-S5-33 HAS A CONCEPTUAL   DRAWING INDICATING THE TYPE OF TUBE STEEL HSS20X12X   ?(LSH) THERE ARE NO DIMENSION FOR ANY OF THE ELEMENTS,   ANGLE BETWEEN FRAMING MEMBERS, WELDS, TYPE OF   ATTACHMENT TO DECKS BOTH TOP AND BOTTOM. 197.2.1.3   ADDITIONAL INFORMATION IS REQUIRED.       1ST REVIEW. SHEETS 160-A4.15 PODIUM METAL FIN,   161-A4.16 PODIUM METAL FIN, THE DETAIL # 2 ON SHEET 160   INDICATES A HSS TUBE POST, REFER TO STRUCTURAL SHEETS.   THE STRUCTURAL SHEETS DO NOT PROVIDE DETAILS OF THIS   STRUCTURAL TUBE. SHEET 395-S5-33 HAS A CONCEPTUAL   DRAWING INDICATING THE TYPE OF TUBE STEEL HSS20X12X   ?(LSH) THERE ARE NO DIMENSION FOR ANY OF THE ELEMENTS,   ANGLE BETWEEN FRAMING MEMBERS, WELDS, TYPE OF   ATTACHMENT TO DECKS BOTH TOP AND BOTTOM. 197.2.1.3   ADDITIONAL INFORMATION IS REQUIRED.       19) SHEET 162-A4-31 ROOF DETAILS:   19A) DETAILS 1 & 2 SHOW THE USE OF POLYISOCYANURATE   BOARD. WITH SINGLE PLY RECOVERY BOARD AND SINGLE PLY   PVC ROOFING MEMBRANE ROOFING. PLEASE PROVIDE THE   PRODUCT APPROVALS FOR EACH OF THE MEMBERS. FOR ALL   ROOFING PRODUCTS PLEASE IDENTIFY ALL ROOFING   SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR ROOF   ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS, IF   ENHANCED FASTENING IS ALLOWED FOR ROOF ZONES 2 & 3.   FASTENER DENSITIES SHALL BE INCREASED FOR BOTH   INSULATION & THE BASE SHEET AS CALCULATED IN COMPLIANCE   WITH ROOFING APPLICATION STANDARDS RAS 117. CALCULATION   PREPARED, SIGNED AND SEALED BY A FLORIDA REGISTERED   PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT.   FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL   FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE   ENGINEER OF RECORD FOR REVIEW.       19B) DEFERRED SUBMITTALS. DETAILS 3 & 4 BOTH SHOW A   TILE DECK ABOVE THE ROOFING SYSTEM. THE ROOFING SYSTEM   WELL NEED TO PROVIDE PRODUCT APPROVALS FOR WIND AS WELL   AS ENGINEERING FOR THE TILE DECK INSTALLATION THEY WILL   MEET THE WIND LOADS FOR THE LOCATION ON THE   BUILDING.2010 FBC-B COMPONENTS AND CLADDING.   1609.6.4.4.1 COMPONENTS & CLADDING.       20) BUILDING PROVISO: SHEETS 164-A4-41 AND 165-A4-41A   S2.02 PROVIDE A BASIC DESIGN FOR THE CANOPY SYSTEMS.   ADDITIONAL ENGINEERING SHEETS (SHOP DRAWINGS) TO BE   SUBMITTED AS A DEFERRED SUBMITTAL. PLEASE ALSO PROVIDE   HOW CODE COMPLIANCE WITH 2010 FBC-B 2405.2 ALLOWABLE   GLAZING MATERIALS AND LIMITATIONS WILL BE COMPLIED   WITH. FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL   FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE   ENGINEER OF RECORD FOR REVIEW.       21) BUILDING PROVISO: 107.3.4.2 DEFERRED SUBMITTALS.   2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS,   1609.6.4.4.1 COMPONENTS & CLADDING       FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.   01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION   SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:   (31)(A) EXTERIOR DOORS. ROOF HATCHES.   (B) WINDOWS   (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL   LOUVERS, EFIS SYSTEMS,   (D) ROOFING PRODUCTS AND ASSEMBLIES, CURBS, INTAKE AND   EXHAUST FANS ?   (E) SHUTTERS   (F) SKYLIGHTS   (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C   STANDS   107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA   RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY   THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR   JURISDICTIONAL APPROVAL.       22) WHEN RESUBMITTING PLANS PLEASE INDICATE THE   REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES   AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL   REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE   REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION   PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO   EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED   COOPERATION.   A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A   RESULT OF THE ADDITIONAL INFORMATION REQUESTED   ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF   THIS REVIEW.       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 2016-02-01 Cont ID   Sent By jwitmer Date 2016-02-01 Time 10:44 Rev Time 0.00 Received By jwitmer Date 2016-01-27 Time 05:58 Sent To   Notes 2016-02-01 10:44:07 BUILDING PLAN REVIEW   W. P. B. PERMIT: 15111020   ADD: 1100 S. FLAGLER DR.   CONT: SUFFOLK CONSTRUCTION CO.   TEL: 561-832-1616   E-MAIL: [email protected] / ED HANRATTY       2010 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION           1ST REVIEW   DATE: MON. FEB. 01/2016   ACTION: DENIED       NOTE: THIS REVIEW IS GOING TO BE COMPLETED AS A MIXED   USE BUILDING, AND THE REQUIREMENTS FOR THE FOUNDATION   PERMIT WILL BE MET AND THE ISSUANCE OF THE FOUNDATION   PERMIT WILL BE FORTH COMING. PLEASE NOTE SOME COMMENTS   MAY APPEAR AS WAS IN THE FOUNDATION PERMIT.   2010 FBC-B 1612.4 DESIGN & CONSTRUCTION SHALL BE IN   ACCORDANCE WITH ASCE 24-05.   ASCE 24-05 TABLE 6-1 MINIMUM ELEVATION OF   FLOODPROOFING, RELATIVE TO THE BASE FLOOD (BFE) OR   DESIGN FLOOD ELEVATION (DFE)- OUTSIDE OF HIGH RISK   FLOOD HAZARD AREAS. STRUCTURE CATEGORY- II (FOOTNOTE)   C. (C) DRY FLOODPROOFING OF RESIDENTIAL BUILDINGS AND   RESIDENTIAL PORTIONS OF MIXED USE BUILDINGS SHALL NOT   BE PERMITTED.       1) SHEET 078-A2-0P2 PARKING 2 (LOWER LEVEL) :   1A) PLEASE SEE NOTE ABOVE THE LOWER LEVEL OF THE   PARKING GARAGE CANNOT BE USED FOR THE PARKING OF   RESIDENTIAL VEHICLES OR STORAGE FOR THE RESIDENTS OF   THE BUILDING. THE PLANS INDICATE 9 PRIVATE PARKING   GARAGES AND VARIOUS AREAS THROUGHOUT THE LOWER PARKING   AREA THAT INDICATE RESIDENT STORAGE.   2010 FBC-B 1612.4 DESIGN & CONSTRUCTION SHALL BE IN   ACCORDANCE WITH ASCE 24-05. ASCE 24-05 TABLE 6-1.   (FOOTNOTE) C. ( C ) DRY FLOODPROOFING OF RESIDENTIAL   BUILDINGS AND RESIDENTIAL PORTIONS OF MIXED USE   BUILDINGS SHALL NOT BE PERMITTED.       1B) ELEVATOR # 9 IS NOT IDENTIFIED ON SHEET 012-LS-P1/   P2. SHEET 176-A5.15 DOES NOT INDICATE IF THIS ELEVATOR   IS A HYDRAULIC ELEVATOR? PLEASE IF THE ELEVATOR IS   HYDRAULIC SHOW COMPLIANCE WITH 2010 FBC-B 3011. (1-4).   IF THIS ELEVATOR IS HYDRAULIC IN WILL THE SUMP PUMP BE   TIED INTO THE EMERGENCY ELECTRICAL PANEL TO KEEP DAMAGE   TO THE HYDRAULIC SYSTEM AND CAB A MINIMUM. FEMA   BULLETIN 4-93.       1C) ELEVATOR # 9 PLEASE IDENTIFY WHERE THE MACHINE ROOM   FOR ELEVATOR # 9 IS LOCATED? PLEASE SHOW COMPLIANCE   WITH 2010 FBC-B 3006.4. 1 HOUR FIRE RATING.       1D) THE OTHER ISSUE WITH ALL OF THE OTHER ELEVATORS   THAT TRAVEL TO THE LOWER P2 PARKING LEVEL DEALS WITH   THE FEMA TECHNICAL BULLETIN 4-93. FEMA REGULATION   60.3(A)(3) IF A PROPOSED BUILDING SITE WILL BE   REASONABLY SAFE FROM FLOODING. IF A PROPOSED BUILDING   SITE IS IN A FLOOD PRONE AREA, ALL NEW CONSTRUCTION AND   SUBSTANTIAL IMPROVEMENTS SHALL? BE CONSTRUCTED WITH   MATERIALS RESISTANT TO FLOOD DAMAGE,(III) BE   CONSTRUCTED BY METHODS AND PRACTICES THAT MINIMIZE   FLOOD DAMAGES, AND (IV) BE CONSTRUCTED WITH   ELECTRICAL... EQUIPMENT AND OTHER SERVICES FACILITIES   THAT ARE DESIGNED AND / OR LOCATED SO AS TO PREVENT   WATER DAMAGE FROM ENTERING OR ACCUMULATING WITHIN THE   COMPONENTS DURING CONDITIONS OF FLOODING.   TO KEEP THE ELEVATOR CABS FROM HAVING SUBSTANTIAL   DAMAGE FROM FLOODWATERS, IS THERE A INTERLOCKING   CONTROL OR FLOAT SWITCH THAT WHEN ACTIVATED WILL KEEP   THE CAB FROM DESCENDING INTO THE FLOODWATERS.   THE OTHER QUESTION, IS NORMALLY WITH LOSS OF POWER THE   ELEVATOR CABS DESCEND TO THE LOWEST LEVEL , WILL THE   INTERLOCK AND OR FLOAT SWITCH ALLOW THE OVERRIDE?   DURING TIMES OF FLOOD THIS WILL ENABLE ACCESSIBILITY TO   THE LOWER PARKING GARAGE UNLESS THE OCCUPANT TRAVELS   DOWN THE STAIRS.       1E) DOORS P202/ ELEV. LOBBY 1, DOOR P203/ ELEV. LOBBY   2, DOOR P205 ELEV. LOBBY 3/ DOOR P206/ ELEV. LOBBY #4,   ON THE DOOR SCHEDULE SHEET 332-A8-11 DO NOT INDICATE A   FIRE RATING, PLEASE SEE 2010 FBC-B 708.14.1 REQUIRING A   FIRE PARTITION AS IN 709 OR ONE OF THE EXCEPTIONS.       1F) STAIR # 1 IS MISSING THE STAND PIPE IN THE   STAIRWELL. 2010 FBC-B 905.3. REQUIRED INSTALLATION.   ALSO NOT SHOWN ON 177-A5-21.       1G) THE BUILDING CORES CONTAINING STAIRWELLS 1 & 2 AND   3 & 4 DO NOT HAVE WALL IDENTIFICATION TAGS AS THE WALLS   SURROUNDING THE PERIMETER OF THE BUILDING. SHEET   012-A0-31 THE LIFE SAFETY SHEET FOR THE PARKING GARAGES   INDICATES FIRE RATED WALLS. 107.2.1.3 ADDITIONAL   INFORMATION IS REQUIRED.       1H) THE EAST WALL OF THE FPL VAULT DOES NOT INDICATE A   WALL TAG. THE FLOOR ELEVATION IS INDICATED AT ELEVATION   6?-0? THIS WALL WILL STILL BE ON THIS LEVEL. 107.2.1.3   ADDITIONAL INFORMATION IS REQUIRED, WALL NOT IDENTIFIED   AS TO TYPE.       2) SHEET 079-A2-0P1 (PARKING LEVEL 1 UPPER LEVEL):   2A) ROOM # P123, THE FPL VAULT INDICATES AN EXTERIOR   PAIR OF DOORS P123B AS THE ONLY DOORS. THE DOOR   SCHEDULE INDICATES FOR THIS ROOM DOORS P123A AND P123B   BOTH SETS OF DOORS ARE PAIRS OF DOORS. WHERE IS THE 2ND   SET OF DOORS? 107.2.1.3 ADDITIONAL INFORMATION IS   REQUIRED. MISSING DOOR LOCATION.       2B) THE FPL VAULT DOORS SHOW ON THE HARDWARE SCHEDULE,   HARDWARE TYPE 41. THERE ARE NO SHEETS IN THE INDEX THAT   SHOW A HARDWARE SCHEDULE. PLEASE NOTE IF THE HARDWARE   SCHEDULE IS IN A SPEC BOOK, WE DO NOT REVIEW SPEC   BOOKS. PLEASE PROVIDE THE HARDWARE SCHEDULE. 2010 FBC-B   1008.1.10 PANIC AND FIRE EXIT HARDWARE. ELECTRICAL   ROOMS WITH EQUIPMENT RATED 1,200 AMPERES OR MORE AND   OVER 6 FEET (1829 MM) WIDE THAT CONTAIN OVERCURRENT   DEVICES, SWITCHING DEVICES OR CONTROL DEVICES WITH EXIT   OR EXIT ACCESS DOORS SHALL BE EQUIPPED WITH PANIC   HARDWARE OR FIRE EXIT HARDWARE. THE DOORS SHALL SWING   IN THE DIRECTION OF EGRESS TRAVEL.       2C) THE DOOR SCHEDULE SHEET 331-A8-11 DOOR # UNDER THE   HEADING OF NOTES INDICATES EXTERIOR DOOR WITH FLOOD   BARRIER. PLEASE PROVIDE WHAT STEPS ARE GOING TO TAKE   PLACE FOR A FLOOD BARRIER FOR THIS DOOR. THIS CONDITION   WILL NEED TO BE PART OF THE FLOOD EMERGENCY OPERATION   PLAN, INSPECTION AND MAINTENANCE PLAN AND MINIMUM   ENGINEERING CONSIDERATIONS (2) SEE FEMA?S TECHNICAL   BULLETIN 3-93 NON-RESIDENTIAL FLOODPROOFING-   REQUIREMENTS AND CERTIFICATION.       2D) THE MAIN ELECTRIC ROOM P124 DOES INDICATE 2 DOORS   BUT ONE DOOR HAS DIFFERENT HARDWARE THAN THE FPL VAULT   AND THE OTHER DOOR OF THE ELECTRICAL ROOM. HARDWARE   TYPE 44 THE OTHER DOORS HAVE A HARDWARE TYPE 41. THERE   IS NO HARDWARE SCHEDULE TO IDENTIFY THE TYPES OF   HARDWARE. PLEASE PROVIDE CODE COMPLIANCE WITH 2010   FBC-B B 1008.1.10 PANIC AND FIRE EXIT HARDWARE.   ELECTRICAL ROOMS WITH EQUIPMENT RATED 1,200 AMPERES OR   MORE AND OVER 6 FEET (1829 MM) WIDE THAT CONTAIN   OVERCURRENT DEVICES, SWITCHING DEVICES OR CONTROL   DEVICES WITH EXIT OR EXIT ACCESS DOORS SHALL BE   EQUIPPED WITH PANIC HARDWARE OR FIRE EXIT HARDWARE. THE   DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL.       2E) THIS LEVEL SHOWS STACKED PARKING, PLEASE PROVIDE   DETAILS FOR THIS TYPE OF LIFT. HOW THE LIFT WILL   OPERATE, MANUFACTURERS SPEC, ANCHORAGE FOR LIFT, IS   THERE A VALET THAT PUTS THE CARS ON THE LIFT, ETC?   107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.       2F) THE SOUTH CORE PLAN SHOWS A WALL IDENTIFICATION TAG   # 76 AS A 6 INCH CMU NON-BEARING WALL WITH A 2 HOUR   FIRE RATING. PLEASE SHOW HOW A 2 HOUR FIRE RESISTANCE   RATING WILL BE ACHIEVED. 2010 FBC-B TABLE 721.3.2.   PLEASE PROVIDE FROM THE BLOCK MANUFACTURERS EQUIVALENT   THICKNESS IN COMPLIANCE.       2G) TRASH ROOM P114 IS MISSING THE DOOR IDENTIFICATION   TAG AND OPENING PROTECTIVE FIRE RATING. 2010 FBC-B   TABLE 715.4.       3) SHEET 013-A)-32 & 080-A2-01 LEVEL 1 (LOBBY) :   3A) STAIR # 1 VERSUS THE FIRE EXIT CORRIDOR. THE STAIR   EXIT CORRIDOR IS ACTUALLY AN EXIT PASSAGE WAY, WHICH   REQUIRES THE EXIT ENCLOSURE TO BE SEPARATED FROM THE   EXIT PASSAGEWAY BY A FIRE BARRIER. A FIRE DOOR ASSEMBLY   COMPLYING WITH SECTION 715.4/ TABLE 715.4 (1 ? HR.   PROTECTIVE) SHALL BE INSTALLED IN THE FIRE BARRIER TO   PROVIDE A MEANS OF EGRESS FROM THE EXIT ENCLOSURE TO   THE EXIT PASSAGE WAY. SEE 2010 FBC-B 1022.1.       3B) PLEASE SEE THE STAIR # 1 WITH THE NEW 1 ? HR.   OPENING PROTECTIVE ON THE VERTICAL EXIT SEPARATING THE   VERTICAL EXIT FROM THE EXIT PASSAGEWAY WILL NEED THE   PLANS REVISED BECAUSE THE 2 DOORWAYS THAT SWING INTO   THE EXIT PASSAGE WAY WILL CREATE A BOTTLENECK AND BLOCK   ONE OF THE DOORS THAT SWING INTO THE EXIT PASSAGEWAY.   2010 FBC-B 1003.3 PROTRUDING OBJECTS.       3C) PLEASE BE AWARE OF FBC-B 1023.6. PENETRATIONS.   PENETRATIONS INTO AND OPENINGS THROUGH AN EXIT   PASSAGEWAY ARE PROHIBITED EXCEPT FOR REQUIRED EXIT   DOORS, EQUIPMENT AND DUCTWORK NECESSARY FOR INDEPENDENT   PRESSURIZATION, SPRINKLER PIPING, STANDPIPES,   ELECTRICAL RACEWAY FOR FIRE DEPARTMENT COMMUNICATION   AND ELECTRICAL RACEWAY SERVING THE EXIT PASSAGEWAY AND   TERMINATING AT A STEEL BOX NOT EXCEEDING 16 SQUARE   INCHES.       3D) STAIR # 1 IS MISSING THE REQUIRED STANDPIPE 2010   FBC-B 905.3.1. THIS STATEMENT WILL STAND FOR ALL   FLOORS.       3E) PLEASE BE AWARE THAT THE DOORS ARE NOT IDENTIFIED   ON THIS SHEET, NOR ARE THEY IDENTIFIED ON SHEET   166-A5-01. 107.2.1.3 ADDITIONAL INFORMATION IS   REQUIRED.       3F) PLEASE BE AWARE THAT THE WALL IDENTIFICATION TAGS   ON THIS SHEET ARE MISSING AS WELL AS ON SHEET   166-A5-01. 107.2.1.3 ADDITIONAL INFORMATION IS   REQUIRED.       3G) GUEST ROOM CORRIDOR 102 SHOWS THE WALLS TO BE A   MINIMUM OF A 1 HOUR FIRE RATING WITH THE EXCEPTION OF   THE ELEVATOR OPENING? PLEASE PROVIDE COMPLIANCE WITH   2010 FBC-B TABLE 1018.1.       3H) THE CORRIDOR 102 FOR THE GUEST SUITES REQUIRES THE   1 HOUR RATING, THE 2010 FBC-B 1018.6 CORRIDOR   CONTINUITY. FIRE-RESISTANCE-RATED CORRIDORS SHALL BE   CONTINUOUS FROM THE POINT OF ENTRY TO AN EXIT, AND   SHALL NOT BE INTERRUPTED BY INTERVENING ROOMS.   EXCEPTION: FOYERS, LOBBIES OR RECEPTION ROOMS   CONSTRUCTED AS REQUIRED FOR CORRIDORS SHALL NOT BE   CONSTRUED AS INTERVENING ROOMS.   PLEASE NOTE THE 1 HOUR FIRE RATING WAS NOT CONTINUED TO   THE EXIT DOORWAY, LOBBY DOORS.       3I) STAIR TOWER # 4 IS MISSING THE REQUIRED FIRE DOOR   BETWEEN THE VERTICAL EXIT AND THE EXIT PASSAGE WAY.   2010 FBC-B. A FIRE DOOR ASSEMBLY COMPLYING WITH SECTION   715.4/ TABLE 715.4 (1 ? HR. PROTECTIVE) SHALL BE   INSTALLED IN THE FIRE BARRIER TO PROVIDE A MEANS OF   EGRESS FROM THE EXIT ENCLOSURE TO THE EXIT PASSAGE WAY.   SEE 2010 FBC-B 1022.1.       3J) ROOM 143 THERE IS WHAT APPEARS TO BE A 2 HOUR RATED   SHAFT ENCLOSURE NEXT TO A COLUMN WITH ONE END OF THE   SHAT ENCLOSURE NOT RATED. 2010 FBC-B 708.4. 2 HOUR   SHAFT ENCLOSURE REQUIRED.       3K) PLEASE REVIEW THE (2) PAIR OF DOUBLE DOORS IN   CORRIDOR 114 AND THE BEAUTY SALON 143. THERE IS LESS   THAN 4 FEET BETWEEN DOORS. FAIR HOUSING ANSI A117-1998   SECTION. 404.2.6 DOORS IN SERIES.       3L) THE 1ST LEVEL SHEET 080-A2-01/ 013-A)-32 LIFE   SAFETY AND 2ND LEVEL SHEET 081-A2-02/ 014-A0-33 LIFE   SAFETY 2ND LEVEL. THESE SHEETS DEPICT A 2 STORY ATRIUM.   WHAT THE LIFE SAFETY SHEETS FAIL TO PROVIDE IS THE 1   HOUR FIRE BARRIER (2010 FBC-B 404.6) CONSTRUCTED IN   ACCORDANCE WITH SECTION 707. THE PLANS DO NOT SHOW A   CUT SECTION WHERE ONE OF THE EXCEPTIONS WAS TAKEN. ONE   HOUR FIRE RATED WALLS WOULD BE REQUIRED WITH ANY SPACE   THAT COMMUNICATED WITH THE ATRIUM AND OPENING   PROTECTIVE IN COMPLIANCE WITH 2010 FBC-B TABLE 715.4.   SMOKE CONTROL IS NOT REQUIRED SINCE THIS IS A 2 STORY   ATRIUM.       3M) ATRIUM. PLEASE SHOW HOW CODE COMPLIANCE WITH   SECTION OF THE 2010 FBC-B 404.8 INTERIOR FINISHES. THE   INTERIOR FINISHES OF WALLS AND CEILINGS OF THE ATRIUM   SHALL NOT BE LESS THAN CLASS B WITH NO REDUCTIONS IN   CLASS FOR SPRINKLER PROTECTION.       3N) BOTH ELEVATOR 7 & 9 BOTH ARE MISSING THE ELEVATOR   LOBBY OR ONE OF THE EXCEPTIONS FOR ELEVATORS IN A   HIGH-RISE BUILDING. 2010 FBC-B 708.14.1 AND OR   EXCEPTIONS. PLEASE REVIEW BOAF (BUILDING OFFICIALS   INFORMAL INTERPRETATION 3762.   DATE: TUE JUN 28 2005   REPORT #: 3762   CODE: BUILDING   SECTION: 412.6   QUESTION:   IS IT THE INTENT OF SECTION 412.6 TO REQUIRE THE   ELEVATOR LOBBIES FOR ALL ELEVATORS WITHIN A HIGH-RISE   BUILDING? ARE ELEVATORS THAT DO NOT SERVE THE HIGH-RISE   PORTION OF THE BUILDING EXEMPT FROM THE ELEVATOR   LOBBY REQUIREMENTS?   ANSWER:   YES. ELEVATOR LOBBIES ARE REQUIRED FOR LOW-RISE   PORTIONS OF HIGH-RISE BUILDINGS. ELEVATOR LOBBIES SERVE   AS   A STAGING AREA FOR EMERGENCY PERSONNEL DURING A FIRE   EMERGENCY AND A COMPARATIVELY SMOKE-FREE SPACE   FOR HANDLING OCCUPANTS NEEDING SPECIAL ASSISTANCE WITH   EVACUATION.   COMMENTARY:   IT IS THE INTENT OF SECTION 412.6 TO, AMONG OTHER   THINGS, (1)PREVENT MIGRATION OF HEAT AND HARMFUL   PRODUCTS OF COMBUSTION THROUGH THE ELEVATOR HOISTWAY TO   OTHER FLOORS IN HIGH-RISE BUILDINGS (2)PROVIDE   PROTECTION FOR FIRE FIGHTER OPERATIONS IN THE EVENT THE   ELEVATORS ARE USED FOR EMERGENCY RESPONSE IN A   HIGH-RISE STRUCTURE (3)INHIBIT POTENTIAL EFFECTS OF THE   ELEVATOR HOISTWAY ON THE PERFORMANCE OF HIGH-RISE SMOKE   CONTROL SYSTEMS AND (4) ENHANCE LIFE SAFETY IN EXIT   ACCESS CORRIDORS THAT REQUIRE OCCUPANTS TO TRAVERSE AN   ELEVATOR LOBBY THAT SERVES AS PART OF THE EXIT ACCESS   IN A HIGH-RISE BUILDING.   NOTICE:   THE BUILDING OFFICIALS ASSOCIATION OF FLORIDA, IN   COOPERATION WITH THE FLORIDA BUILDING COMMISSION, THE   FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS, ICC, AND   INDUSTRY AND PROFESSIONAL EXPERTS OFFER THIS   INTERPRETATION OF THE FLORIDA BUILDING CODE IN THE   INTEREST OF CONSISTENCY IN THEIR APPLICATION STATEWIDE.   THIS INTERPRETATION IS INFORMAL, NON-BINDING AND   SUBJECT TO ACCEPTANCE AND APPROVAL BY THE LOCAL   BUILDING OFFICIAL.       3O) THE FIRE COMMAND CENTER MEETS THE 200 SQUARE FOOT   REQUIREMENT BUT PLEASE PROVIDE A DETAILED LAYOUT OF THE   FIRE COMMAND CENTER TO BE APPROVED BY FIRE PRIOR TO   INSTALLATION. 2010 FBC-B 911.1.4.   PLEASE REVIEW FBC-B 911.1.5 FOR REQUIRED FEATURES.       3O)(1) PLEASE SHOW COMPLIANCE WITH 2010 FBC-B: 403.4.3   EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM.       3O)(2) PLEASE SHOW COMPLIANCE WITH 2010 FBC-B: 403.4.4   EMERGENCY RESPONDER RADIO COVERAGE. AN EMERGENCY   VOICE/ALARM COMMUNICATION SYSTEM SHALL BE PROVIDED IN   ACCORDANCE WITH SECTION 907.5.2.2.   EMERGENCY RESPONDER RADIO COVERAGE SHALL BE PROVIDED IN   ACCORDANCE WITH THE FLORIDA FIRE PREVENTION CODE.   SECTION 907.5.2.2.       3O)(3) PLEASE SHOW COMPLIANCE WITH 2010: 403.5.3   STAIRWAY DOOR OPERATION. STAIRWAY DOORS OTHER THAN THE   EXIT DISCHARGE DOORS SHALL BE PERMITTED TO BE LOCKED   FROM THE STAIRWAY SIDE. STAIRWAY DOORS THAT ARE LOCKED   FROM THE STAIRWAY SIDE SHALL BE CAPABLE OF BEING   UNLOCKED SIMULTANEOUSLY WITHOUT UNLATCHING UPON A   SIGNAL FROM THE FIRE COMMAND CENTER.       3O)(4) 403.5.3.1 STAIRWAY COMMUNICATION SYSTEM. A   TELEPHONE OR OTHER TWO-WAY COMMUNICATIONS SYSTEM   CONNECTED TO AN APPROVED CONSTANTLY ATTENDED STATION   SHALL BE PROVIDED AT NOT LESS THAN EVERY FIFTH FLOOR IN   EACH STAIRWAY WHERE THE DOORS TO THE STAIRWAY ARE   LOCKED.       3O)(5) 403.5.5 LUMINOUS EGRESS PATH MARKINGS. LUMINOUS   EGRESS PATH MARKINGS SHALL BE PROVIDED IN ACCORDANCE   WITH 2010 FBC-B SECTION 1024.       3O)6) A CUT SECTION THROUGH THE BUILDING SHOWING WHICH   STAIRWELLS SERVICE WHICH SUITES SINCE THE FLOORS WITH 3   SUITES USE STAIRWELLS 2 & 3 SO FIRE FIGHTERS WILL KNOW   WHICH STAIRWELLS AND FIREMEN?S ELEVATORS TO USE FOR   FIREFIGHTING AND OR EMERGENCIES. 107.2.1.3 ADDITIONAL   INFORMATION REQUIRED.       3P) PLEASE PROVIDE WHERE COMPLIANCE WITH THE 2010 FBC-B   SECTION 403.3.2 WATER SUPPLY TO REQUIRED FIRE PUMPS.   REQUIRED FIRE PUMPS SHALL BE SUPPLIED BY CONNECTIONS TO   A MINIMUM OF TWO WATER MAINS LOCATED IN DIFFERENT   STREETS. SEPARATE SUPPLY PIPING SHALL BE PROVIDED   BETWEEN EACH CONNECTION TO THE WATER MAIN AND THE   PUMPS. EACH CONNECTION AND THE SUPPLY PIPING BETWEEN   THE CONNECTION AND THE PUMPS SHALL BE SIZED TO SUPPLY   THE FLOW AND PRESSURE REQUIRED FOR THE PUMPS TO   OPERATE.       EXCEPTION: TWO CONNECTIONS TO THE SAME MAIN SHALL BE   PERMITTED PROVIDED THE MAIN IS VALVED SUCH THAT AN   INTERRUPTION CAN BE ISOLATED SO THAT THE WATER SUPPLY   WILL CONTINUE WITHOUT INTERRUPTION THROUGH AT LEAST ONE   OF THE CONNECTIONS. TO BE APPROVED BY THE FIRE   DEPARTMENT.       3R) THE LAUNDRY ROOM WILL NEED TO MEET FAIR HOUSING, AT   LEAST ONE OF EACH TYPE OF APPLIANCES PROVIDED IN EACH   LAUNDRY AREA, EXPECT THAT LAUNDRY ROOMS SERVING COVERED   MULTIPLE-FAMILY DWELLINGS WOULD NOT BE REQUIRED TO HAVE   FRONT-LOADING WASHERS IN ORDER TO MEET THE REQUIREMENTS   OF 100.205?(1). (WHERE FRONT LOADING WASHERS ARE NOT   PROVIDED, MANAGEMENT WILL BE EXPECTED TO PROVIDE   ASSISTANCE DEVICES ON REQUEST IF NECESSARY TO PERMIT A   RESIDENT TO USE A TOP LOADING WASHER. ANSI   A117.1SECTION 4.32.6. ALSO IF COIN OPERATED VENDING   MACHINES ARE AVAILABLE ANSI A117.1 4.25 OPERATING   MECHANISMS.       3S) THE PLANS SHOW AT THE ENTRY LEVEL OF THE LOBBY A   RECEPTION/ REGISTRATION DESK. PLEASE PROVIDE COMPLIANCE   WITH FAIR HOUSING SPECIFICATION OF ANSI 4.31 ALSO SEE   REACH RANGES.       3T) THIS COMMENT WILL STAND FOR ALL FLOORS WITH   MULTIPLE R2 DWELLING UNITS ON THE SAME FLOOR OR   DWELLING UNITS ABOVE OR BELOW THE OCCUPIED UNIT. PLEASE   PROVIDE TEST REPORTS SHOWING COMPLIANCE WITH:       3T)(1) FBC-B 2014 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.       3T)(2) FBC-B 2014 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.       3T)(3) FLAME SPREAD- FBC-B 2014 603.1. EXCEPTION 2.   INSULATION INSTALLED BETWEEN A FINISHED FLOOR AND SOLID   DECKING WITHOUT INTERVENING AIRSPACE SHALL BE ALLOWED   TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 200.       FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS   A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL   MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A   MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.       3U) THE STRUCTURAL SHEETS INDICATE THE THICKNESS OF THE   FLOOR SLABS FOR THE MOST PART. I COULD NOT IDENTIFY THE   THICKNESS OF THE FLOOR SLABS FOR SHEETS:   0360-S2.01M   361-S2.02 GUEST SUITES LEVELS 2 & 3   S361-S2.02 LEVEL 2   S362-S2.02A POOL DECK FRAMING       LEVEL DECK 1 (LOBBY) IS 12 INCH DECK   ALL OTHER DECKS ARE 10 INCH WITH EXCEPTION OF LEVEL 20   WHICH IS ? OF DECK 14 INCHES DECK.           4) SHEET 014-A0-33/ 082-A2-03: 2ND LEVEL GUEST SUITES.       4A) THE PLANS INDICATE 3 FLOORS OF GUEST SUITES. THE   TERM GUEST SUITES LEAD ONE TO BELIEVE THAT THE SUITES   ARE FOR SHORT TERM USE. IT IS UNCLEAR IF THESE UNITS   SHOULD BE REVIEWED UNDER FAIR HOUSING OR IF THEY SHOULD   BE REVIEWED UNDER THE FLORIDA ACCESSIBILITY CODE OR   BOTH. PLEASE SEE 2010 FBC-ACCESSIBILITY CODE   DEFINITIONS: RESORT CONDOMINIUM. (SECTION 509.242,   F.S.). A RESORT CONDOMINIUM IS ANY UNIT OR GROUP OF   UNITS IN A CONDOMINIUM, COOPERATIVE, OR TIME-SHARE PLAN   WHICH IS RENTED MORE THAN THREE TIMES A CALENDAR YEAR   FOR PERIODS OF LESS THAN 30 DAYS OR ONE CALENDAR MONTH,   WHICHEVER IS LESS, OR WHICH IS ADVERTISED OR HELD OUT   TO THE PUBLIC AS A PLACE REGULARLY RENTED FOR PERIODS   OF LESS THAN 30 DAYS OR ONE CALENDAR MONTH, WHICHEVER   IS LESS (SEE ALSO, PLACES OF LODGING).       4B) THERE IS A DISCREPANCY IN PLANS IT WOULD APPEAR.   SHEET 014-A0-33 LEVEL 2 GUEST SUITES IT APPEARS THE   MECHANICAL UNIT HP-1IN GUEST SUITES 11 & 12 ARE LOCATED   IN A ONE HOUR SHAFT WHEREAS THE UNITS 9 & 10 THE UNITS   ARE NOT LOCATED IN A RATED WALL. IT APPEARS IN UNITS 11   & 12 THERE IS A VERTICAL 8X16 INCH EXHAUST DUCT NOT   SHOWN IN A SHAFT, MECHANICAL SHEETS INDICATE THAT IN   SOME AREA 2 HOUR FLAME BAR IS TO BE INSTALLED. PLEASE   PROVIDE DETAILED INFORMATION IN RESPONSE AS TO WHAT   AREAS ARE TO BE SHAFTS, HOUR RATING OF SHAFTS, WHERE   THE FLAME BAR IS TO BE INSTALLED AND FIRE STOPPING   ASSEMBLIES FOR THROUGH PENETRATIONS. THIS COMMENT WILL   BE COMMON FOR THE 3 FLOORS OF GUEST SUITES. 2010 FBC-B   708.2.4 /716.6 HORIZONTAL ASSEMBLIES. THIS CONDITION   APPEARS ON THE 3RD LEVEL OF GUEST SUITES AS WELL.       4C) SUITE # 7 & 11 IS MISSING THE SHOWER ENCLOSURE ON   014-A0-33. 107.2.1.3 ADDITIONAL INFORMATION REQUIRED.       4D) SUITE # 5 & 9 IS MISSING THE SHOWER ON SHEET   014-A0-33. 107.2.1.3 ADDITIONAL INFORMATION REQUIRED.       5) SHEET 014-A)-33/ 081-A2-02: 2ND LEVEL AMENITIES/ 3RD   LEVEL GUEST SUITES.   5A) SHEET 081-A2-02, STAIR # 1 ON THE 3RD LEVEL OF THE   GUEST ROOMS IS MISSING THE 1 ? HR. FIRE RATED DOOR.   2010 FBC-B TABLE 715.4.       5B) SHEET 014-A)-33 STAIR # 1 IS MISSING THE   ILLUSTRATED DOWN PORTION OF STAIRS IN THE STAIRWELL   ENCLOSURE. 107.2.1.3 ADDITIONAL INFORMATION, TYPO.       5C) SHEET 081-A2-02 IS MISSING BOTH THE WALL & DOOR   IDENTIFICATION TAGS. CODE COMPLIANCE CANNOT BE   DETERMINED. 107.2.1.3 ADDITIONAL INFORMATION IS   REQUIRED.       5D) SHEET 014-A)-33 IS THE 2ND LEVEL OF THE ATRIUM.   THIS SHEETS DEPICTS THE 2ND FLOOR OF THE ATRIUM. WHAT   THE LIFE SAFETY SHEETS FAIL TO PROVIDE IS THE 1 HOUR   FIRE BARRIER (2010 FBC-B 404.6) CONSTRUCTED IN   ACCORDANCE WITH SECTION 707. THE PLANS DO NOT SHOW A   CUT SECTION WHERE ONE OF THE EXCEPTIONS WAS TAKEN. ONE   HOUR FIRE RATED WALLS WOULD BE REQUIRED WITH ANY SPACE   THAT COMMUNICATED WITH THE ATRIUM AND OPENING   PROTECTIVE IN COMPLIANCE WITH 2010 FBC-B TABLE 715.4.   SMOKE CONTROL IS NOT REQUIRED SINCE THIS IS A 2 STORY   ATRIUM. PLEASE NOTE THE 3 LEVELS OF THE R2 GUEST ROOMS   TRAVEL THROUGH A 1 HOUR FIRE RATED ACCESS CORRIDOR INTO   THE ATRIUM.       5E) . PLEASE SHOW HOW CODE COMPLIANCE WITH SECTION OF   THE 2010 FBC-B 404.8 INTERIOR FINISHES. THE INTERIOR   FINISHES OF WALLS AND CEILINGS OF THE ATRIUM SHALL NOT   BE LESS THAN CLASS B WITH NO REDUCTIONS IN CLASS FOR   SPRINKLER PROTECTION.       5F) THIS SHEET INDICATES THE BRIDGE SECTION OF THE 2ND   LEVEL IS INDICATED AS A MEZZANINE LOBBY. THE 2ND FLOOR   AREA THAT IS OPEN AND COMMUNICATES IS OVER ? OF THE   OPEN AREAS ALLOWED BY FBC-B 505.2 EXCEPTION # 2 FOR   TYPE I TYPE II BUILDINGS. THIS IS A TRUE 2 STORY   ATRIUM, FBC-B 404.6 ENCLOSURES OF ATRIUMS.       5G) SHEET 014-A0-33 POOL DECK STAIR # 6 & 7 SHOW THE   USE OF AN AREA OF RESCUE ASSISTANCE. THE 2010 FBC-B   1007.1 ACCESSIBLE MEANS OF EGRESS. ACCESSIBLE MEANS OF   EGRESS SHALL BE PROVIDED IN ACCORDANCE WITH THE   APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,   ACCESSIBILITY.   2010 FBC-ACCESSIBILITY CODE. ACCESSIBLE MEANS OF EGRESS   . 207.1 GENERAL. MEANS OF EGRESS SHALL COMPLY WITH   SECTION 1003.2.13 OF THE INTERNATIONAL BUILDING CODE   (2000 EDITION AND 2001 SUPPLEMENT) OR SECTION 1007 OF   THE INTERNATIONAL BUILDING CODE (2003 EDITION)   (INCORPORATED BY REFERENCE, SEE "REFERENCED STANDARDS"   IN CHAPTER 1).   PLEASE SHOW FULL COMPLIANCE FOR THE AREA OF REFUGE   ASSISTANCE, 2003 IBC-B REQUIREMENTS 1007.6.(1-7) &   1007.8(1-3).       5H) DEPENDING ON THE CLASSIFICATION AND OR OF THE   DINING ROOM, BEAUTY PARLOR AND GUEST ROOMS THERE MAYBE   ELEMENTS OF THIS BUILDING THAT MAY FALL UNDER THE 2010   FBC-ACCESSIBILITY CODE. THE POOL DECK AND ACCESS TO THE   POOL WOULD THEN NEED TO MEET THE REQUIREMENTS OF 1009.   SWIMMING POOLS AND SPAS AS WELL AS WHERE PROVIDED, POOL   LIFTS SLOPED ENTRIES, TRANSFER WALLS, TRANSFER SYSTEMS,   AND POOL STAIRS SHALL COMPLY WITH 1009. IF THE END   RESULT OF THE RESEARCH IS COMPLETED AND ONLY FAIR   HOUSING IS TO BE APPLIED THEN ONLY ACCESS TO THE POOL   DECK WILL BE A FACTOR.       5I) PLEASE NOTE THE POOL DECK DOES SHOW STEPS BUT THERE   ARE NO RAMPS DESIGNATED ON THE PLANS FOR AN ACCESSIBLE   ROUTE TO THE LOWER POOL DECK AREA. FAIR HOSING ANSI   A117.1 4.3 (C) CONNECTING ACCESSIBLE BUILDING OR   FACILITY ENTRANCES WITH ACCESSIBLE SPACES AND ELEMENTS   WITHIN THE BUILDING OR FACILITY, INCLUDING ADAPTABLE   DWELLING UNITS.       5J) PLEASE PROVIDE FAIR HOUSING COMPLIANCE FOR THE   STEAM ROOMS AND SAUNAS. FAIR HOUSING COMMON USE SPACES   AND FACILITIES. WHEN ANSI DOES NOT CONTAIN   SPECIFICATIONS FOR SPECIFIC FACILITIES OR FEATURE IN   QUESTION RELATED HUMAN FACTORS AND PERFORMANCE   SPECIFICATIONS MUST BE USED TO ACHIEVE ACCESSIBILITY.   SUCH SPECIFICATIONS INCLUDE, BUT ARE NOT LIMITED TO,   4.2 SPACE ALLOWANCES AND REACH RANGES, 4.3 ACCESSIBLE   ROUTE, 4.4 PROTRUDING OBJECTS, 4.5 GROUND & FLOOR   SURFACES, AND 4.25 OPERATING MECHANISMS.       5K) SHEET 014-A0-33 THE LOWER POOL DECK IT APPEARS   THERE IS ONLY ONE RAMP (NOT MARKED, NOR ELEVATION   CHANGES GIVEN) BETWEEN THE POOL DECK AND POOL THERE ARE   116 OCCUPANTS AND WHAT APPEARS TO BE ONLY ONE   ACCESSIBLE MEANS OF EGRESS. PLEASE SHOW COMPLIANCE   WITH: 2010 FBC-BUILDING CODE 1007.1 ACCESSIBLE MEANS OF   EGRESS. ACCESSIBLE MEANS OF EGRESS SHALL BE PROVIDED IN   ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE FLORIDA   BUILDING CODE, ACCESSIBILITY.   2010 FBC-ACCESSIBILITY CODE SECTION 207.1 MEANS OF   EGRESS SHALL COMPLY WITH SECTION 1003.2.13 OF THE   INTERNATIONAL BUILDING CODE (2000 EDITION AND 2001   SUPPLEMENT) OR SECTION 1007 OF THE INTERNATIONAL   BUILDING CODE (2003 EDITION).   2003 IBC-B 1007.1 WHERE MORE THAN ONE MEANS OF EGRESS   IS REQUIRED BY SECTIONS 1014.1 OR 1018.1 FROM ANY   ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE   SHALL BE SERVED BY NOT LESS THAN TWO MEANS OF EGRESS.       6) SHEETS 015-A0-34 LEVELS 5-10. 11-17 (TIER 1) LEVELS   18-19 TIER 2. / 083-A2-05 LEVEL 5/ 084-A2-06 LEVELS   6-9, 11 TIER 1;   6A) THIS COMMENT IS A COMMON COMMENT FOR ALL DWELLING   UNITS TIER 1 LEVELS 5-9 &11. THE LIFE SAFETY PLAN SHOWS   (2) REQUIRED COMMON PATHS OF TRAVEL BECAUSE THEY ARE   OVER THE 125 FEET REQUIRED BY 2010 FBC-B 1014.3   EXCEPTION # 4.       6A) (1)THE PLANS SHOW THE 1ST COMMON PATH OF TRAVEL   EXITING THROUGH THE FRONT ENTRY DOORS THROUGH AN   ELEVATOR LOBBY, THE LIFE SAFETY PLANS WILL NEED TO   INDICATE IF THE ELEVATOR HOIST WAYS ARE PRESSURIZED TO   ALLOW EXITING THROUGH THE ELEVATOR LOBBY. 2010 FBC-B   708.14.1 ELEVATOR LOBBIES.       6A)(2) THE 2ND ISSUE IS THE COMMON PATH OF TRAVEL   THROUGH THE LAUNDRY/ STORAGE/ UTILITY ROOM. PLEASE SEE   THE 2010 FBC-B SECTION 1014.2.1(4) 4. EGRESS SHALL NOT   PASS THROUGH KITCHENS, STORAGE ROOMS, CLOSETS OR SPACES   USED FOR SIMILAR PURPOSES. NOTE THE EXCEPTION IS ONLY   FOR A KITCHEN AREA SERVING ADJOINING ROOMS CONSTITUTING   PART OF THE SAME DWELLING UNIT OR SLEEPING UNIT.       6B) COMMON COMMENT FOR ALL FLOORS. EXITING CAPACITY   ANALYSIS FOR ALL TIERS SHOW A 36 INCH DOORWAY AND THE   EXIT CAPACITY AT 180 OCCUPANTS. THIS WOULD MEAN YOU   HAVE OFFSET HINGES ON THE EXIT DOORS SO THERE IS A FULL   36 INCHES CLEAR WIDTH FROM THE FACE OF THE DOOR WHEN   OPEN AT 90 DEGREES TO THE OPPOSING LATCH SIDE OF THE   DOOR AND NOT INCLUDING THE DOOR STOP. SEE 2010 FBC-B   1008.1.1. CLEAR OPENINGS OF DOORWAYS WITH SWINGING   DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR   AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. THE ACTUAL   ALLOWABLE MAXIMUM OCCUPANT LOAD IS CLOSER TO 167.       7) SHEET 016-A0-35 LEVELS 20 & 21 / 090-A2-20 LEVEL 20   REFERS TO SHEET 089- A2.18 FOR UNITS A & B. SHEET   090-A2-20 FOR UNIT C. SAME COMMENTS AND ISSUES AS   COMMENTS 6A AND 6B.       8) SHEET 017-A0-36 LIFE SAFETY PLANS FOR LEVEL 22 & 23/   092-A2-22 & 093-A2-23. SAME COMMENTS AND ISSUES AS   COMMENTS 6A AND 6B.       9) SHEET 017-A0-36 LIFE SAFETY PLANS FOR LEVEL 22 & 23/   SHEET 093-A2-23. ON NEITHER THE LIFE SAFETY PLAN NOR   THE ARCHITECTURAL SHEET ARE THE WALLS FILED IN TO SEE   IF THE TRAVEL DISTANCES SHOWN ARE CORRECT. 107.2.1.3   ADDITIONAL INFORMATION IS REQUIRED. 2010 FBC-B 1014.3   EXCEPTION # 4.       10) SHEET 018-A0-37 LEVELS 24 &25/ SHEET 094-A2-24   LEVEL 24 & 095-A2-25.   10A) UNIT PH-24N & PH25N HAS THE SAME ISSUES AS COMMENT   6A)(1) ELEVATOR LOBBY & 6A)(2) EGRESS THROUGH STORAGE/   UTILITY CLOSET / LAUNDRY ROOM.       10B) UNIT PH-24S &PH-25S ONLY NEEDS THE VERIFICATION OF   2010 FBC-B 708.14.1 ELEVATOR LOBBY?S AND OR EXCEPTION.       11) SHEET 019-A)-38 LEVEL 26 MECHANICAL FLOOR - ROOF /   096-A2-26 ARCH. MECHANICAL FLOOR   PLAN. A122-A2-76ALEVEL 26 NORTH, 411-M2-26 & 374.S2-26   STRUCTURAL MECHANICAL ROOF FRAMING PLAN.       11A) SHEET 122-A2-76A NONE OF THE ARCHITECTURAL NOR   STRUCTURAL SHEETS, PROVIDE A ROOM & WALL IDENTIFICATION   TAG FOR THE WALL IN THE UPPER RIGHT CORNER OF THE   BUILDING, THE SAME WALL IS ALSO COMMON TO STAIR TOWER   #2 AND FIREMAN?S VESTIBULE 2601. ADDITIONAL INFORMATION   IS REQUIRED BOTH THE FIREMAN?S VESTIBULE (1HR.) AND THE   STAIR SHAFT(2 HR.) ARE FIRE RATED PROTECTED. 3007.4.2 &   708.4.       11B) THIS SAME ROOM IN THE UPPER RIGHT HAND CORNER OF   THE MECHANICAL PENTHOUSE SHOWS MECHANICAL EQUIPMENT   SHEET 411-M2-26 MECHANICAL LEVEL 26. NONE OF THE PLANS   SHOW ACCESS TO THE EQUIPMENT IN THIS ROOM. USE OF ROOM   NOR IS THE ROOM IDENTIFIED ON NEITHER PLANS NOR ACCESS.   2010 FBC-B 302.1 STRUCTURES OR PORTIONS OF STRUCTURES   SHALL BE CLASSIFIED WITH RESPECT TO OCCUPANCY IN ONE OR   MORE OF THE GROUPS LISTED BELOW. A ROOM OR SPACE THAT   IS INTENDED TO BE OCCUPIED AT DIFFERENT TIMES FOR   DIFFERENT PURPOSES SHALL COMPLY WITH ALL OF THE   REQUIREMENTS THAT ARE APPLICABLE TO EACH OF THE   PURPOSES FOR WHICH THE ROOM OR SPACE WILL BE OCCUPIED.       11C) THIS SAME ROOM SHOWS THE WALLS OF THIS ROOM   CONTINUING INTO THE EXTERIOR WALL TO THE CENTERLINE OF   THE SHEER WALL CONSTRUCTION? 107.2.1.3 ADDITIONAL   INFORMATION IS REQUIRED. TYPO.       11D) ROOM 2607 IS IDENTIFIED AS AN ELEVATOR STORAGE? IS   THE USE AN ELEVATOR MACHINE ROOM? 107.2.1.3 ADDITIONAL   INFORMATION IS REQUIRED.       11E) THE ROOM IN THE UPPER LEFT HAND CORNER OF THE   SHEET IS NOT IDENTIFIED, THE USE NOR IS THE DOOR.   107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.       11F) THE STAIRWELL 1 & 2 BOTH INDICATE HANDRAILS ON   BOTH SIDES OF THE STAIRS, THE PLANS ARE NOT CLEAR AS IF   THERE IS A KNEEWALL OR A GUARDRAIL AT THE LANDING   ADJACENT TO THE STAIRS. FBC-B 1013.1.       11G) DOORS ARE MISSING FROM THE DOOR SCHEDULE ON   331-A8-11 DOORS 2602 & 2604A. 107.2.1.3 ADDITIONAL   INFORMATION IS REQUIRED.       11H)SHEET 122-A2-76A LEVEL 26 PLEASE NOTE ROOFTOP AND   FLOOR ELEVATION TAGS ARE NOT PROVIDED.   EXTERIOR OF THE BUILDING GRID LINES ARE GIVEN TO THE   HIGH POINTS AND ROOF DRAINS AS TO THE HIGH AND LOW   POINTS AGAIN ELEVATION TAGS WERE NOT PROVIDED. WILL THE   ROOF DECK BE SLOPED OR WILL ROOFTOP INSULATION MAKE UP   THE DIFFERENCE IN HEIGHT, WHAT TYPE OF ROOF TOP   INSULATION WILL BE USED? 107.2.1.3 ADDITIONAL   INFORMATION REQUIRED, PLANS LACKING DETAILS OR SECTIONS   THROUGH TO LOCATE DOCUMENTS WITH THIS INFORMATION.       11I) SHEET 171-A5-06 PLEASE NOTE NONE OF THE WALLS NOR   DOORS ARE PROVIDED WITH IDENTIFICATION TAGS, PLANS ARE   INCOMPLETE, 107.2.1.3 ADDITIONAL INFORMATION IS   REQUIRED.       11J) SHEET 171-A5-06 AND 096-A2-26 THERE IS A   DISCREPANCY IN THE PLANS, SHEET 096-A2-26 HAS AN   ADDITIONAL DOOR INTO THE ELEVATOR CONTROL ROOM 3, 4 &6.       11K) SHEET 171-A5-06, 096-A2-26 & 374-S2-26 NONE OF   THESE SHEETS DEPICT A SECTION THROUGH CORRIDOR 2604 AS   TO IF THIS IS WITHIN THE BUILDING OR ON THE EXTERIOR OF   THE BUILDING. AS OF WHAT MATERIALS IT WILL BE   CONSTRUCTED FROM. THE STRUCTURAL DRAWING 3374-S2-26   SHOWS A VERTICAL TUBE, THE SIZE, MATERIAL, SPACING NOR   ATTACHMENT DETAILS ARE NOT PROVIDED. INCOMPLETE   PLANS.107.2.1.3. ADDITIONAL INFORMATION IS REQUIRED.       11M) SHEET 096-A2-26 SHOWS WHAT APPEARS TO BE A   MECHANICAL EQUIPMENT SCREEN. THE STRUCTURAL SHEETS DO   NOT PROVIDE DETAILS OF THIS SYSTEM. PLEASE PROVIDE CODE   COMPLIANCE WITH 2010 FBC-B SECTIONS;       1509.6 MECHANICAL EQUIPMENT SCREENS. MECHANICAL   EQUIPMENT SCREENS SHALL BE CONSTRUCTED OF THE MATERIALS   SPECIFIED FOR THE EXTERIOR WALLS IN ACCORDANCE WITH THE   TYPE OF CONSTRUCTION OF THE BUILDING. WHERE THE FIRE   SEPARATION DISTANCE IS GREATER THAN 5 FEET (1524 MM),   MECHANICAL EQUIPMENT SCREENS SHALL NOT BE REQUIRED TO   COMPLY WITH THE FIRE-RESISTANCE RATING REQUIREMENTS.   WIND DESIGN CRITERIA NOT GIVEN.       1509.6.1 HEIGHT LIMITATIONS. MECHANICAL EQUIPMENT   SCREENS SHALL NOT EXCEED 18 FEET (5486 MM) IN HEIGHT   ABOVE THE ROOF DECK, AS MEASURED TO THE HIGHEST POINT   ON THE MECHANICAL EQUIPMENT SCREEN.       11N) SHEET 096-A2-26 THE MECHANICAL EQUIPMENT SCREEN   APPEARS TO HAVE BRACING LEGS, MATERIAL NOT KNOWN, SIZE   OF MATERIAL NOT KNOWN, SPACING NOT GIVEN NOR THE   ATTACHMENT TO NEITHER THE EQUIPMENT SCREEN NOR THE WALL   OR FLOOR ASSEMBLY. PLANS NOT COMPLETE. 107.2.1.3   ADDITIONAL INFORMATION IS REQUIRED.       11O) SHEET 096-A2-26 THE MECHANICAL EQUIPMENT SCREEN   BRACING SYSTEM AS DRAWN HAS LEGS THAT GO INTO THE   CORRIDOR 2604 BLOCKING ACCESS, BLOCKING ENTRY TO A   EXTERIOR MECHANICAL ROOM 2603 AND ALSO TO ROOM 2606.   PLEASE CORRECT THESE AREAS.       12) SHEET 431-M4-01 MECHANICAL DETAILS, DETAIL 20   COOLING TOWER VIBRATION ISOLATOR DETAIL TO BE REVIEWED   BY THE STRUCTURAL ENGINEER OF RECORD, AND WITH THEIR   SHOP DRAWING STAMP OF APPROVAL. PLEASE NOTE THE   STRUCTURAL BASE OR SUPPORT WILL NEED TO BE DESIGNED BY   THE STRUCTURAL ENGINEER OR HIS DELEGATE WITH THE   STRUCTURAL ENGINEER?S APPROVAL BEFORE SUBMITTAL TO THE   BUILDING DEPARTMENT FOR REVIEW.   FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL   FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE   ENGINEER OF RECORD FOR REVIEW.           13) SHEET 431-M4-01 MECHANICAL DETAILS EQUIPMENT   SUPPORT CURB DETAIL & THYBAR VIBRATION CURB III DETAIL   FOR OAU-1 & 2. PLEASE PROVIDE THE PRODUCT APPROVALS FOR   CURB DETAILS. TO BE REVIEWED BY THE STRUCTURAL ENGINEER   OF RECORD, AND WITH THEIR SHOP DRAWING STAMP OF   APPROVAL. PLEASE NOTE THE STRUCTURAL ANCHOR TO THE BASE   OR SUPPORT AS WELL AS THE UNIT TO THE CURB FOR MOMENT   OF OVERTURNING, WILL NEED TO BE DESIGNED BY THE   STRUCTURAL ENGINEER OR HIS DELEGATE WITH THE STRUCTURAL   ENGINEER?S APPROVAL BEFORE SUBMITTAL TO THE BUILDING   DEPARTMENT FOR REVIEW.   FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL   FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE   ENGINEER OF RECORD FOR REVIEW.       14) SHEET 131-A3-21.   14A) THROUGH THE CUT SECTION OF THE BUILDING THERE ARE   VARIOUS FLOORS (EXAMPLE ELEV. # 1 LEVELS 23-20, 15-12,   10 IN THE UPPER PORTION OF THE ELEVATOR LOBBY A RED   OBJECT THAT EITHER IS HANGING FORM THE CEILING OR CLOSE   TO THE CEILING. THIS DEPICTED THROUGHOUT THE SHEET IN   VARIOUS ELEVATOR LOBBY LOBBIES? 107.2.1.3 ADDITIONAL   INFORMATION IS REQUIRED.       14B) ELEVATORS 2/4 DO NOT CONTINUE THROUGH TO THE ROOF.   PLEASE PROVIDE WHERE COMPLIANCE WITH SECTIONS OF THE   2010 FBC-B CAN BE FOUND:       14B)(1) 3004.1 VENTS REQUIRED. HOISTWAYS OF ELEVATORS   AND DUMBWAITERS PENETRATING MORE THAN THREE STORIES   SHALL BE PROVIDED WITH A MEANS FOR VENTING SMOKE AND   HOT GASES TO THE OUTER AIR IN CASE OF FIRE. FOR R1 AND   R2 OCCUPANCIES VENTING IS REQUIRED.       14B)(2) 3004.2 LOCATION OF VENTS. VENTS SHALL BE   LOCATED AT THE TOP THE HOISTWAY AND SHALL OPEN EITHER   DIRECTLY TO THE OUTER AIR OR THROUGH NONCOMBUSTIBLE   DUCTS TO THE OUTER AIR. NONCOMBUSTIBLE DUCTS SHALL BE   PERMITTED TO PASS THROUGH THE ELEVATOR MACHINE ROOM,   PROVIDED THAT PORTIONS OF THE DUCTS LOCATED OUTSIDE THE   HOISTWAY OR MACHINE ROOM ARE ENCLOSED BY CONSTRUCTION   HAVING NOT LESS THAN THE FIRE-RESISTANCE RATING   REQUIRED FOR THE HOISTWAY. HOLES IN THE MACHINE ROOM   FLOORS FOR THE PASSAGE OF ROPES, CABLES OR OTHER MOVING   ELEVATOR EQUIPMENT SHALL BE LIMITED AS NOT TO PROVIDE   GREATER THAN 2 INCHES (51 MM) OF CLEARANCE ON ALL   SIDES.       14)(3) 3004.3 AREA OF VENTS. EXCEPT AS PROVIDED FOR IN   SECTION 3004.3.1, THE AREA OF THE VENTS SHALL NOT BE   LESS THAN 31/2 PERCENT OF THE AREA OF THE HOISTWAY NOR   LESS THAN 3 SQUARE FEET (0.28 M2) FOR EACH ELEVATOR   CAR, AND NOT LESS THAN 31/2 PERCENT NOR LESS THAN 0.5   SQUARE FEET (0.047 M2) FOR EACH DUMBWAITER CAR IN THE   HOISTWAY, WHICHEVER IS GREATER. OF THE TOTAL REQUIRED   VENT AREA, NOT LESS THAN ONE-THIRD SHALL BE PERMANENTLY   OPEN. CLOSED PORTIONS OF THE REQUIRED VENT AREA SHALL   CONSIST OF OPENINGS GLAZED WITH ANNEALED GLASS NOT   GREATER THAN 1/8 INCH (3.2 MM) IN THICKNESS.           15) SHEET 137-A3-31 DETAILS 1 & 2 & SHEET A0.23   EXTERIOR SYSTEMS.       15A) BOTH INDICATE THE USE OF METAL WALL PANELS, THERE   ARE NO CUT SECTIONS INDICATING MORE INFORMATION ON THE   PANELS. COMPONENTS AND CLADDING FBC-B, 1609.6.4.4.1   COMPONENTS & CLADDING. PLEASE SEE THE 2010 FBC-B   SECTION 1407.3 ARCHITECTURAL TRIM AND EMBELLISHMENTS.   MCM USED AS ARCHITECTURAL TRIM OR EMBELLISHMENTS SHALL   COMPLY WITH SECTIONS 1407.7 THROUGH 1407.14.   1407.4 STRUCTURAL DESIGN. MCM SYSTEMS SHALL BE DESIGNED   AND CONSTRUCTED TO RESIST WIND LOADS AS REQUIRED BY   CHAPTER 16 FOR COMPONENTS AND CLADDING.       1407.5 APPROVAL. RESULTS OF APPROVED TESTS OR AN   ENGINEERING ANALYSIS SHALL BE SUBMITTED TO THE BUILDING   OFFICIAL TO VERIFY COMPLIANCE WITH THE REQUIREMENTS OF   CHAPTER 16 FOR WIND LOADS. 1407.6 WEATHER RESISTANCE.       15B) GLASS EXTERIOR HAND/ GUARD RAIL SYSTEMS. PLEASE   PROVIDE COMPLIANCE WITH FBC-B 1607.7.1 & SECTION 2407.   WILL THE BALCONY DEMISING GLASS WALL SECTIONS HAVE   PATTERNS IN THE GLASS OR SANDBLASTED GLASS IN THE   FRAMES? IF SO COMPLIANCE WITH 2404.3   . 2404.3.3 VERTICAL PATTERNED GLASS. PATTERNED GLASS   SLOPED 15 DEGREES (0.26 RAD) OR LESS FROM VERTICAL IN   WINDOWS, CURTAIN AND WINDOW WALLS, DOORS AND OTHER   EXTERIOR APPLICATIONS SHALL BE DESIGNED TO RESIST THE   WIND LOADS IN SECTION 1609 FOR COMPONENTS AND CLADDING   ACCORDING TO THE FOLLOWING EQUATION:   FGW < 1.0 FGE (EQUATION 24-9)   2404.3.5 VERTICAL SANDBLASTED GLASS.   SANDBLASTED GLASS SLOPED 15 DEGREES (0.26 RAD) OR LESS   FROM VERTICAL IN WINDOWS, CURTAIN AND WINDOW WALLS,   DOORS, AND OTHER EXTERIOR APPLICATIONS SHALL BE   DESIGNED TO RESIST THE WIND LOADS IN SECTION 1609 FOR   COMPONENTS AND CLADDING ACCORDING TO THE FOLLOWING   EQUATION:   FG< 0.5 FGE (EQUATION 24-12)       15C) 137-A3-31 DETAILS 1 & 2 & SHEET A0.23 EXTERIOR   SYSTEMS & 144-A4-01. DETAILS 10 & 11. BOTH THESE   DETAILS SHOW A 1 INCH AIR GAP BETWEEN THE EDGE OF THE   SLAB AND THE METAL SLAB EDGE COVER PLATE.           16) SHEETS 138-A3-32, 108-A2-68A & DETAIL # 2/   278-A6-85C BALCONY DEMISING GLASS WALL. THIS WILL MEAN   THE GLASS HAND RAIL SYSTEM IS FULLY SUPPORTED BY THE   VERTICAL FRAMING ELEMENT. THERE IS NO CLEAR DETAIL IN   EITHER THE ARCHITECTURAL SHEETS NOR THE STRUCTURAL   SHEETS AS TO THE ANCHORAGE OF SYSTEM NOR THE SPACING OF   THE HANDRAIL. THERE IS NO COMMENT THESE DETAILS ARE TO   BE SUPPLIED FROM A DELEGATE ENGINEER EITHER. WITH FBC-B   1607.7.1 & SECTION 2407.       THE FLOOR PLAN 108-A2-68A DOES SHOW THE USE OF BALCONY   DEMISING GLASS WALL AND DETAIL 2/0278-A6.85C AS WELL AS   THE ELEVATION SHEET 137-A3-31. THE DETAIL 2 ON SHEET   278-A6-85C APPEAR TO BE FOR INSULATED SPANDREL PANEL   BUT NOT FOR THE GLASSED DEMISING WALL. PLEASE SHOW HOW   CODE COMPLIANCE WILL BE ACHIEVED FOR SECTION 439.2   SEPARATION WALLS. WALLS SEPARATING DWELLING UNITS IN   THE SAME BUILDING, WALLS SEPARATING SLEEPING UNITS IN   THE SAME BUILDING AND WALLS SEPARATING DWELLING OR   SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO   THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS FIRE   PARTITIONS IN ACCORDANCE WITH SECTION 709. UL U# 419 IS   NOT A GLASS DEMISING WALL.       17) SHEET 157-A4-14 DETAIL 11 SHOWS THE INSTALLATION OF   A TERRA COTTA RAIN SCREEN. REFERENCES DETAIL 11/   157-A4-14 PLEASE PROVIDE COMPLIANCE WITH 2010 FBC-B   SECTIONS:       17A) 1403.2 WEATHER PROTECTION.       17B) 1403.3 STRUCTURAL. EXTERIOR WALLS, AND THE   ASSOCIATED OPENINGS, SHALL BE DESIGNED AND CONSTRUCTED   TO RESIST SAFELY THE SUPERIMPOSED LOADS REQUIRED BY   CHAPTER 16.       17C) 1405.9 TERRA COTTA. ANCHORED TERRA COTTA OR   CERAMIC UNITS NOT LESS THAN 15/8 INCHES (41 MM) THICK   SHALL BE ANCHORED DIRECTLY TO MASONRY, CONCRETE OR STUD   CONSTRUCTION. TIED TERRA COTTA OR CERAMIC VENEER UNITS   SHALL BE NOT LESS THAN 15/8 INCHES (41 MM) THICK WITH   PROJECTING DOVETAIL WEBS ON THE BACK SURFACE SPACED   APPROXIMATELY 8 INCHES (203 MM) O.C. THE FACING SHALL   BE TIED TO THE BACKING WALL WITH CORROSION-RESISTANT   METAL ANCHORS OF NOT LESS THAN NO. 8 GAGE WIRE   INSTALLED AT THE TOP OF EACH PIECE IN HORIZONTAL BED   JOINTS NOT LESS THAN 12 INCHES (305 MM) NOR MORE THAN   18 INCHES (457 MM) O.C.; THESE ANCHORS SHALL BE SECURED   TO 1/4-INCH (6.4 MM) CORROSION-RESISTANT PENCIL RODS   THAT PASS THROUGH THE VERTICAL ALIGNED LOOP ANCHORS IN   THE BACKING WALL. THE VENEER TIES SHALL HAVE SUFFICIENT   STRENGTH TO SUPPORT THE FULL WEIGHT OF THE VENEER IN   TENSION. THE FACING SHALL BE SET WITH NOT LESS THAN A   2-INCH (51 MM) SPACE FROM THE BACKING WALL AND THE   SPACE SHALL BE FILLED SOLIDLY WITH PORTLAND CEMENT   GROUT AND PEA GRAVEL. IMMEDIATELY PRIOR TO SETTING, THE   BACKING WALL AND THE FACING SHALL BE DRENCHED WITH   CLEAN WATER AND SHALL BE DISTINCTLY DAMP WHEN THE GROUT   IS POURED.       18) SHEETS 160-A4.15 PODIUM METAL FIN, 161-A4.16 PODIUM   METAL FIN, THE DETAIL # 2 ON SHEET 160 INDICATES A HSS   TUBE POST, REFER TO STRUCTURAL SHEETS. THE STRUCTURAL   SHEETS DO NOT PROVIDE DETAILS OF THIS STRUCTURAL TUBE.   197.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.       19) SHEET 162-A4-31 ROOF DETAILS:   19A) BETWEEN THE DIFFERENT DETAILS THEY SHOW A   DIFFERENCE BETWEEN SPRAY FOAM INSULATION ON THE ROOF   DECK DETAIL 14 TO THE USE OF TAPERED INSULATION BOARD.   107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.   ENGINEERED DRAWINGS FOR THE TAPERED ROOF INSULATION   WILL BE REQUIRED, AND TO BE REVIEWED BY THE ENGINEER OF   RECORD BEFORE SUBMITTAL TO THE BUILDING DEPARTMENT. FL   61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL FORWARD   THE DELEGATED ENGINEERING DOCUMENTS TO THE ENGINEER OF   RECORD FOR REVIEW.       19B) DETAILS 3 & 4 BOTH SHOW A TILE DECK ABOVE THE   ROOFING SYSTEM. THE ROOFING SYSTEM WELL NEED TO PROVIDE   PRODUCT APPROVALS FOR WIND AS WELL AS ENGINEERING FOR   THE TILE DECK INSTALLATION THEY WILL MEET THE WIND   LOADS FOR THE LOCATION ON THE BUILDING.2010 FBC-B   COMPONENTS AND CLADDING. 1609.6.4.4.1 COMPONENTS &   CLADDING.       20) SHEETS 164-A4-41 AND 165-A4-41A CANOPY SYSTEMS   SHEETS ARE CONCEPTUAL DRAWINGS AT BEST, THERE ARE NO   PLANS IN THE STRUCTURAL DOCUMENTS PROVIDES STRUCTURAL   ELEMENTS OR LOADS TO BE RESISTED. THESE LOADS WILL NEED   TO BE KNOWN FOR THE ECCENTRIC LOADING ONTO THE FRAMING   MEMBERS. ONCE THE LOADS ARE KNOWN THEN THE STRUCTURAL   DRAWINGS WILL BE ABLE TO REACT TO THE ECCENTRIC LOADS   BEING PLACED ON THE VARIOUS COLUMNS AND BEAMS. IF THE   CANOPY IS TO BE DESIGNED BY A DELEGATE ENGINEER THEN   COMPLIANCE WITH FL 61G-15-30.006 WILL NEED TO BE MET.   FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL   FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE   ENGINEER OF RECORD FOR REVIEW.       21) THIS REVIEW NO PRODUCT APPROVALS WERE SUBMITTED.   THE DESIGNER OF RECORD OR THE CONTRACTOR CAN ELECT TO   SUBMIT THE PRODUCT APPROVALS FOR THE EXTERIOR CLADDING   AS A DEFERRED SUBMITTAL PER:   2010 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION 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.       21A) 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS,   1609.6.4.4.1 COMPONENTS & CLADDING       FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.   01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION   SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:   (31)(A) EXTERIOR DOORS. ROOF HATCHES.   (B) WINDOWS   (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL   LOUVERS, EFIS SYSTEMS,   (D) ROOFING PRODUCTS AND ASSEMBLIES, CURBS, INTAKE AND   EXHAUST FANS ?   (E) SHUTTERS   (F) SKYLIGHTS   (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C   STANDS           21B) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY   DCA RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING   BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR   JURISDICTIONAL APPROVAL.       22) THE PLANS WERE SUBMITTED EARLY FOR REVIEW BEFORE   THE FOUNDATION PERMIT WOULD BE ISSUED. THE SUBMITTED   BUILDING PLANS WERE NOT 100% DRAWINGS AND WILL NEED TO   BE RESUBMITTED BEFORE A THROUGH REVIEW CAN BE   COMPLETED.   WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &   REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS   NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL   REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE   REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION   PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO   EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED   COOPERATION.   A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A   RESULT OF THE ADDITIONAL INFORMATION REQUESTED   ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF   THIS REVIEW.       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 4 Status P Date 2017-01-30 Cont ID   Sent By vperez Date 2017-01-30 Time 15:00 Rev Time 0.00 Received By vperez Date 2017-01-30 Time 15:00 Sent To   Notes ***NONE*** Review Stop E ELECTRICAL Rev No 3 Status P Date 2016-12-08 Cont ID   Sent By vperez Date 2016-12-08 Time 12:05 Rev Time 0.00 Received By vperez Date 2016-12-08 Time 11:54 Sent To   Notes 2016-12-08 12:09:53 PROVISO:       FPL LETTER WILL BE PROVISO; WE WILL NEED COPY FOR OUR   RECORDS. AIC CALCS PENDING NEC 110.9-10   NOTE TO RISER INDICATING SELECTIVE COORDINATION   REQUIRED FOR GFP OF MAINS SHOWN HAS BEEN PROVIDED.   STUDY REQUIRED.       VAL PEREZ   *6717 Review Stop E ELECTRICAL Rev No 2 Status F Date 2016-08-03 Cont ID   Sent By vperez Date 2016-08-03 Time 11:48 Rev Time 0.00 Received By vperez Date 2016-07-28 Time 08:51 Sent To   Notes 2016-08-03 11:48:20 2ND ELECTRICAL PLAN REVIEW       APPLICABLE CODES IN EFFECT:   FLORIDA BUILDING CODE 2014 5TH EDITION   FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH   EDITION   NFPA 70- 2011   PENDING COMMENTS:       1. MAIN ELECTRICAL ROOMS MUST COMPLY WITH NEC 110.26C2,   THERE SHALL BE ONE ENTRANCE AT EACH END OF THE WORKING   SPACE. SHOW TWO MEANS OF EGRESS. PER OUR MEETING,   SECOND OPENING NOT REFLECTED. PLEASE SHOW LOCATION OF   SECOND MEANS OF EGRESS.   2. SHEET E2-01- IDENTIFY ALL AREAS ON FLOOR PLAN.   MINIMUM CRITERIA FOR PLAN REVIEW, ALL PANEL AND CIRCUIT   DESIGNATIONS FOR LIGHTING FIXTURES WITH CIRCUIT NUMBERS   ASSIGNED TO EQUIPMENT SHOWN. SOME AREAS ARE STILL NOT   DESIGNATED.   3. FPL LETTER WILL BE PROVISO; WE WILL NEED COPY FOR   OUR RECORDS. AIC CALCS PENDING NEC 110.9-10   4. COULDN?T LOCATE VOLTAGE DROP CALCULATIONS FOR   FEEDERS AND BRANCH PER FBC EC C405.7   5. NOTE TO RISER INDICATING SELECTIVE COORDINATION   REQUIRED FOR GFP OF MAINS SHOWN.   6. NOTE THAT THE FIRE PUMP CONDUCTORS STATE COPPER ON   RISER AND ALUMINUM ON PANEL SCHEDULE. FIRE PUMP BREAKER   IN GDP PANEL TO COMPLY WITH NEC 695.6 AND 430.52 TABLE   7. SHEET 2-54A- SEE KITCHEN AREAS NEXT TO CIRCUIT #7,   ADDRESS COUNTERTOP AREAS SPACING TO COMPLY WITH NEC   210.52C1- NOT ADDRESSED PLEASE ADD A GENERAL NOTE   INDICATING NEC 210.52 KITCHEN SPACING REQUIREMENTS.   8. COMMENTS MAY FOLLOW UPON RE-REVIEW. PLEASE FEEL FREE   TO CONTACT ME SHOULD YOU HAVE ANY QUESTIONS REGARDING   THIS PROJECT.       VALENTINO PEREZ   ELECTRICAL PLANS EXAMINER II   561-805-6717   [email protected]                 Review Stop E ELECTRICAL Rev No 1 Status F Date 2016-02-10 Cont ID   Sent By vperez Date 2016-02-10 Time 06:37 Rev Time 0.00 Received By vperez Date 2016-02-08 Time 15:03 Sent To   Notes 2016-02-10 06:37:21 INITIAL ELECTRICAL PLAN REVIEW       APPLICABLE CODES IN EFFECT:   FLORIDA BUILDING CODE ENERGY CONSERVATION 2010   NFPA 70- 2008 NEC   COMMENTS:       1. GENERAL NOTES TO CONSTRUCTION DOCUMENTS: PLEASE   PROVIDE A BLOCK NOTE INDICATING THE REQUIRED SEPARATE   PERMITS AND DATA CUT SHEET SUBMITTALS FOR ALL SITE   LIGHTING AND ASSOCIATED EQUIPMENT, GENERATOR, ALL LOW   VOLTAGE SYSTEMS TO INCLUDE BUT NOT LIMITED TO FIRE   ALARM, ACCESS CONTROLS, CCTV, PHONE AND DATA, SIGNAGE,   WIRELESS SYSTEMS, ELEVATORS, CAR CHARGING STATIONS,   ETC. A NOTE WILL SUFFICE.   2. SHEET E1.01- PLEASE ADD A GENERAL NOTE TO SHEET TO   INDICATE THE REQUIREMENTS OF NEC 300.5D3 AND TABLE   300.5 FOR MINIMUM COVER REQUIREMENTS FOR CONDUITS AND   THE PLACEMENT OF A WARNING RIBBON FOR THE SERVICE   LATERAL CONDUCTORS SHOWN FOR THIS PROJECT. A NOTE WILL   SUFFICE   3. SHEET E1.01- ADD A NOTE TO MAINTAIN ALL ELECTRICAL   EQUIPMENT ABOVE THE BASELINE FLOOD ELEVATION PER STATE   AND CITY REGULATORY AGENCIES.   4. SHEET E2.0P1- SHOW ON FLOOR PLAN THE ELEVATOR PIT   CIRCUIT DESIGNATIONS FOR PIT LIGHTING, RECEPTACLES AND   PUMP EQUIPMENT AS NOTED IN NEC 620.24 A,B AND C   5. SHEET E2.0P1- REFLECT ON FLOOR PLAN, PER FBC 107,   MINIMUM CRITERIA FOR PLAN REVIEW, ALL PANEL AND CIRCUIT   DESIGNATIONS FOR LIGHTING FIXTURES, RECEPTACLES AND   MECHANICAL DISCONNECT WITH CIRCUIT NUMBERS ASSIGNED TO   EQUIPMENT SHOWN. ALSO ID THE CIRCULATING FANS SHOWN.   6. SHEET E2-0P2- REFLECT ON FLOOR PLAN, PER FBC 107,   MINIMUM CRITERIA FOR PLAN REVIEW, ALL PANEL AND CIRCUIT   DESIGNATIONS FOR LIGHTING FIXTURES, RECEPTACLES AND   MECHANICAL DISCONNECT WITH CIRCUIT NUMBERS ASSIGNED TO   EQUIPMENT SHOWN. ALSO ID THE CIRCULATING FANS AND   ROLLING DOORS   7. SHEET E2-01- IDENTIFY ALL AREAS ON FLOOR PLAN. GFCI   PROTECTION REQUIRED WITHIN 6FT OF EVERY SINK PER NEC   210.8B5, SEE LAUNDRY ROOM ADJACENT AREA. MINIMUM   CRITERIA FOR PLAN REVIEW, ALL PANEL AND CIRCUIT   DESIGNATIONS FOR LIGHTING FIXTURES, RECEPTACLES AND   MECHANICAL DISCONNECT WITH CIRCUIT NUMBERS ASSIGNED TO   EQUIPMENT SHOWN.   8. SHEET E2-01L- SEE NOTE ABOVE REGARDING   IDENTIFICATION OF ALL ELECTRICAL OUTLETS, LUMINAIRES   ETC. FBC 107. ENTIRE SHEET TO BE ADDRESSED FOR A   COMPLETE REVIEW.   9. SHEET E2-02- SAME AS ABOVE COMMENT #8. ALSO GFCI   PROTECTION IS REQUIRED FOR THE SPA AND RESTROOMS AREAS   SHOWN.   10. SHEET E2-05 THROUGH E2-17, E2.18 THROUGH E2.26L-   SAME AS ABOVE COMMENT #8. FURTHER COMMENTS TO FOLLOW   UPON RE-REVIEW.   11. SHEET 2.26L- PER NEC 700.20 SWITCH REQUIREMENTS-   3WAY SWITCHES SHALL NOT BE USED AS SHOWN ON EMERGENCY   LIGHTING CIRCUITS. PLEASE CLARIFY DESIGN INTENT.   12. SHEET 2-27- PROVIDE A NOTE TO INDICATE LIGHTNING   PROTECTION AND EQUIPMENT TO BE SUBMITTED UNDER SEPARATE   PERMIT. ALSO PROVIDE THE OBSTRUCTION LIGHT/AIRCRAFT   WARNING LIGHTS.   13. SHEET 2-51A THROUGH 2-53A- SAME AS ABOVE COMMENT #8   14. SHEET 2-54A- SEE KITCHEN AREAS NEXT TO CIRCUIT #7,   ADDRESS COUNTERTOP AREAS SPACING TO COMPLY WITH NEC   210.52C1   15. SHEET 2-54B- SEE KITCHEN AREAS NEXT TO CIRCUIT #7,   ADDRESS COUNTERTOP AREAS SPACING TO COMPLY WITH NEC   210.52C1   16. SHEET 2-55A- SEE KITCHEN AREAS NEXT TO CIRCUIT #7,   ADDRESS COUNTERTOP AREAS SPACING TO COMPLY WITH NEC   210.52C1   17. SHEET 2-55B- SEE KITCHEN AREAS NEXT TO CIRCUIT #7,   ADDRESS COUNTERTOP AREAS SPACING TO COMPLY WITH NEC   210.52C1   18. SHEET 2-56A- SEE KITCHEN AREAS NEXT TO CIRCUIT #7,   ADDRESS COUNTERTOP AREAS SPACING TO COMPLY WITH NEC   210.52C1   19. SHEET 2-56B- SEE KITCHEN AREAS NEXT TO CIRCUIT #7,   ADDRESS COUNTERTOP AREAS SPACING TO COMPLY WITH NEC   210.52C1   20. SHEET 2-58B- SEE KITCHEN AREAS NEXT TO CIRCUIT #3,   ADDRESS COUNTERTOP AREAS SPACING TO COMPLY WITH NEC   210.52C1   21. SHEET 2-59A- SEE KITCHEN AREAS NEXT TO CIRCUIT #7,   ADDRESS COUNTERTOP AREAS SPACING TO COMPLY WITH NEC   210.52C1   22. RISER DIAGRAM AND PANEL SCHEDULES SHEET 5-01   THROUGH E6-12- PLEASE PROVIDE AVAILABLE FAULT CURRENT   AVAILABLE AT THE FPL SERVICE. ATTACH TO DOCUMENTS   LETTER FROM FLORIDA POWER & LIGHT INDICATING AIC. SHOW   AIC CALCULATION BASED ON INFORMATION PROVIDED BY   UTILITY FOR APPROVAL. NEC 110.24 FBC 107   23. SHOW THE SIZE OF THE TAP BOX ON RISER DIAGRAM. FBC   107   24. MAINS THAT ARE OVER 1000AMP 277/480VOLTS TO BE GFCI   PROTECTED. NEC 240.13   25. PROVIDE VOLTAGE DROP CALCULATIONS NOT ONLY FOR   FEEDERS BUT ALSO THE BRANCH CIRCUIT FBC EC 505.7   26. PANEL HR NOT ON PANEL SCHEDULE TO VERIFY LOADS AS   SHOWN ON RISER DIAGRAM, PLEASE CLARIFY. FBC 107   27. THE SUBMETTERING STANDBY POWER TO RESIDENTIAL UNITS   ARE TOO VAGUE AS FAR AS MEETING THE REQUIREMENTS OF NEC   702.5A, B2. CLARIFY INTENT.   28. WILL NEED TO CORRELATE PANEL DESIGNATIONS SHOWN   FEEDING FROM OTHER PANEL BOARDS; FOR EXAMPLE PANEL HS3   FROM HS2, NO OVERCURRENT PROTECTION SHOWN ON PANEL   SCHEDULE. THIS IS JUST ONE EXAMPLE AS THIS CONDITION   REPEATS ITSELF THROUGHOUT DESIGN. PLEASE REVISE A SHOW   ALL CORRECTLY. FBC 107   29. THERE ARE MULTIPLE PANEL LOAD SCHEDULES THAT   REFLECT DIFFERENT AMPERAGES THAT THOSE SHOWN ON RISER   DIAGRAM. EXAMPLE ; SEE PANEL EM   30. DESIGNATION OF PANEL BOARDS IS NOT ACCURATE. GEAR   LABELED M1 IS ALSO LABELED MDP1. M2 IS LABELED MDP2.   MAINTAIN CONSISTENCY TO PROVIDE AN ACCURATE REVIEW OF   CONDUCTOR?S SIZES ETC. FBC 107   31. ONE-LINE DIAGRAM TO REFLECT CONDUCTOR SIZES   THROUGHOUT.   32. REVISIT LOAD CALCULATIONS FOR ACCURACY. SEE PANEL   GDP WHICH IS SHOWN WITH NO CALCULATED LOADS YET RISER   SHOWS LOADS OBVIOUSLY BEING DRAWN FROM THIS PANEL   BOARD. NEED TO REVIEW MULTIPLE PANELS WITH SAME   CONDITION. SELECTED CONDUCTORS ARE ALSO UNDERSIZED PER   NEC 310.16 FOR 250AL. AS SHOWN. TOO MANY ITEMS TO LIST.   NEC 220, FBC 107.   33. CORRECT AMPERAGE FOR GDP PANEL BOARD SHOWN AT   3000AMP ON RISER DIAGRAM BUT 800 AMPS MAIN BUS. PLEASE   CLARIFY.   34. ATS #3 NOT SHOWN ON GDP PANEL BOARD SCHEDULE. SEE   RISER DIAGRAM. SAME SCENARIO REPEATS ITSELF THROUGHOUT   DESIGN. NEED TO ADDRESS.   35. NOTE THAT CONNECTED CALCULATED LOADS AND TOTAL   DEMANDS ARE INACCURATE. ADDRESS PANEL BOARDS   CALCULATION, FOR EXAMPLE SEE PANEL P, LNR, AND HNR,   ETC. MULTIPLE PANEL BOARDS. NEC 220 FBC 107.   36. MAIN ELECTRICAL ROOMS MUST COMPLY WITH NEC   110.26C2, THERE SHALL BE ONE ENTRANCE AT EACH END OF   THE WORKING SPACE. SHOW TWO MEANS OF EGRESS. ALSO NEC   110.26C3 REQUIRES PERSONNEL DOORS TO BE EQUIPPED WITH   PANIC HARDWARE AND OPEN IN THE DIRECTION OF EGRESS. A   NOTE WILL SUFFICE.   37. PROVIDE INFORMATION ON DRAWINGS AND DATA SHEETS FOR   LIGHTING CONTROL PANEL, NOT ADDRESSED FOR REVIEW.   38. ALL ELECTRICAL ROOMS THAT CONTAIN TRANSFORMER MUST   BE ID TO INDICATE IF TRANSFORMERS ARE BEING HUNG OR   NOT,TO VERIFY CLEARANCE REQUIREMENTS PER NEC 110.26.   SEE ROOM LEVEL 11, 18 AND 25.   39. CLARIFY AS NO ELEVATOR MACHINE ROOMS ARE SHOWN TO   COMPLY WITH NEC 620.23 A,B AND C.   40. SHOW ELECTRICAL REQUIREMENTS FOR THE GENERATOR FUEL   TANK.   41. COMMENTS MAY FOLLOW UPON RE-REVIEW. PLEASE FEEL   FREE TO CONTACT ME SHOULD YOU HAVE ANY QUESTIONS   REGARDING THIS PROJECT.           VALENTINO PEREZ   ELECTRICAL PLANS EXAMINER II   561-805-6717   [email protected]                     Review Stop ENG ENGINEERING CSD Rev No 2 Status P Date 2016-12-13 Cont ID   Sent By mgonzale Date 2016-12-13 Time   Rev Time 1.00 Received By mgonzale Date 2016-12-13 Time   Sent To I Notes 2016-12-13 10:28:45 PLAN SUBMITTED WITH LANDSCAPING IS NOT IN CONFLICT WITH   CITY OF WPB PUBLIC UTILITIES.       MANUEL JULIAN GONZALEZ   ENGINEERING PROJECT COORDINATOR   PUBLIC WORKS DEPARTMENT   401 CLEMATIS STREET, 4TH FLOOR   WEST PALM BEACH, FL 33401   (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)   MAIN PHONE: (561) 822-1200   DIRECT: (561) 494-1085   FAX: (561) 494-1116   EMAIL: [email protected]   HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS   /FORMS,-PERMITS-APPLICATIONS       IMPORTANT MESSAGE: AS OF DECEMBER 20, 2015 THE CITY OF   WEST PALM BEACH   CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,   MAKING KNOWN THAT "ALL BACKFLOW DEVICES MUST BE LEAD   FREE."   FOR MORE INFORMATION REFER TO THE LINK BELOW:   HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLI   CATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL             Review Stop ENG ENGINEERING CSD Rev No 1 Status F Date 2016-03-31 Cont ID   Sent By mgonzale Date 2016-03-31 Time   Rev Time 1.00 Received By mgonzale Date 2016-03-31 Time   Sent To Z Notes 2016-03-31 19:38:58 RESPOND TO COMMENTS IN WIRTING:       #1 FIRE HYDRANT FLOW TEST(S) SHALL BE NOTED ON CIVIL   PLAN WHERE SERVICES ENTER THE SITE.       #2 ADDRESS FIRE REIVIEW COMMENTS AND REVISE ENGINEERING   DEVELOPMENT REVIEW SUBMITTAL.         Review Stop FIRE FIRE DEPARTMENT Rev No 4 Status P Date 2017-02-01 Cont ID   Sent By pleduc Date 2017-02-01 Time   Rev Time 0.00 Received By pleduc Date 2017-01-30 Time 08:26 Sent To   Notes ***NONE*** Review Stop FIRE FIRE DEPARTMENT Rev No 3 Status F Date 2016-12-22 Cont ID   Sent By pleduc Date 2016-12-22 Time   Rev Time 0.00 Received By pleduc Date 2016-12-22 Time 14:33 Sent To   Notes 2016-12-22 14:50:48 THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE   MARSHAL, WITH THE FOLLOWING COMMENTS:               1) THERE ARE NO INDICATIONS THAT THE PREVIOUS FIRE   COMMENTS WERE ADDRESSED.       PLEASE PROVIDE THE APPLICABLE RESPONSES TO THE PREVIOUS   FIRE COMMENTS.               1) SHEET AO 32 - THE 2 DOORS OF THE EMERGENCY ROOM AND   THE DOOR TO THE POOL EQUIPMENTROOM SWING INTO THE EXIT   CORRIDOR -       PER NFPA 101 CHAPTER 7, MEANS OF EGRESS   7.2.1.4.3 DOOR LEAF ENCROACHMENT   7.2.1.4.3.1 DURING ITS SWING, ANY DOOR LEAF IN A MEANS   OF EGRESS SHALL LEAVE NOT LESS THAN ONE-HALF OF THE   REQUIRED WIDTH OF AN AISLE, A CORRIDOR, A PASSAGEWAY,   OR A LANDING UNOBSTRUCTED AND SHALL NOT PROJECT NOT   MORE THAN 7 IN. INTO THE REQUIRED WIDTH OF AN AISLE, A   CORRIDOR, A PASSAGE WAY, OR A LANDING, WHEN FULLY OPEN,   UNLESS BOTH OF THE FOLLOWING CONDITIONS ARE MET:   (1) THE DOOR OPENING PROVIDES ACCESS TO A STAIR IN AN   EXISTING BUILDING.   (2) THE DOOR OPENING MEETS THE REQUIREMENTS THAT LIMITS   PROJECTION TO NOT MORE THAN 7 IN. INTO THE REQUIRED   WIDTH OF THE STAIR LANDING WHEN THE DOOR LEAF IS FULLY   OPEN.       PLEASE REVIEW AND CORRECT OR JUSTIFY.           2) SHEET AO 32 - A NOTE IS INDICATED STATING FOR A   STAIR WIDER THAN 44" "THE FOLLOWING FORMULA WAS   PROVIDED BY THE WEST PALM BEACH FIRE DEPARTMENT".       I HAVE BEEN THE SOLE CONTACT FOR THE FIRE DEPARMTNAT   AND I DO NOT RECALL PROVIDING THIS FORMULA; HOWEVER, IT   CAN BE USED PER NFPA 101, CHAPTER 7, 7.3.3.2.       HOWEVER, THE SUM OF THE CALCULATION PROVIDED APPEARS TO   BE INCORRECT. 60-44/.218 + 146.7 = 220; NOT 495 WHICH   IS INDICATED AND INCORRECT       PLEASE REVIEW AND CORRECT OR JUSTIFY.           3) SHEET AO 32 & ALL A2'S - THE FRONT DOORS TO ALL   UNITS ON EACH LIFE SAFETY PLAN SHEET INDICATE IT WITHIN   IN AN 1 HOUR ORANGE WALL. THE DOOR SCHEDULE SHEET   INDICATE THOSE DOORS AS U01A AND HAVE NO FIRE RATING.       WHICH IS CORRECT ?       PLEASE REVIEW AND CORRECT.           4) SHEET AO 32 - THE LOBBY LEVEL EXIT CAPACITY LOADS   ARE DIFFICULT TO FOLLOW AND THE FRONT LOBBY DOOR   APPEARS TO BE TOO SMALL.       PLEASE PROVIDE A DETAILED EXIT LOAD CALCULATION FROM   EACH OCCUPANY AREA THAT EQUALS 89 AT THE FRONT DOOR. MY   CALCULATIONS INDICATE NEARLY MORE AT THE FRONT DOOR.100   @ THE LOBBY, 27 @ THE LOBBY LOUNGE, 6 @ THE GUEST   SUITES, 185 @ COMBO # 2 STAIR,(48 FROM BELOW 137 ABOVE)   = 318.       PLEASE REVIEW, CORRECT OR JUSTIFY.           5) SHEET AO 32 - UNDER THE GENERAL NOTES # 6 IT   INDICATES FOR STAIRWAY # 3 NO REENTRY FOR LEVELS 23,   24, 25. PER NFPA 101, CHAPTER 7 APPEARS TO BE IN   CONFLICT WITH REQUIRERMENT (3).       7.2.1.5.8.1 DOOR ASSEMBLIES ON STAIR ENCLOSURES SHALL   BE PERMITTED TO BE EQUIPPED WITH HARDWARE THAT PREVENTS   RE-ENTRY INTO THE INTERIOR OF THE BUILDING, PROVIDED   THAT ALL OF THE FOLLOWING CRITERIA ARE MET:   (1) THERE SHALL BE NOT LESS THAN TWO LEVELS WHERE IT IS   POSSIBLE TO LEAVE THE STAIR ENCLOSURE TO ACCESS ANOTHER   EXIT.   (2) THERE SHALL BE NOT MORE THAN FOUR STORIES   INTERVENING BETWEEN STORIES WHERE IT IS POSSIBLE TO   LEAVE THE STAIR ENCLOSURE TO ACCESS ANOTHER EXIT.   (3) RE-ENTRY SHALL BE POSSIBLE ON THE TOP STORY OR   NEXT-TO-TOP STORY SERVED BY THE STAIR ENCLOSURE, AND   SUCH STORY SHALL ALLOW ACCESS TO ANOTHER EXIT.   (4) DOOR ASSEMBLIES ALLOWING RE-ENTRY SHALL BE   IDENTIFIED AS SUCH ON THE STAIR SIDE OF THE DOOR LEAF.   (5) DOOR ASSEMBLIES NOT ALLOWING RE-ENTRY SHALL BE   PROVIDED WITH A SIGN ON THE STAIR SIDE INDICATING THE   LOCATION OF THE NEAREST DOOR OPENING, IN EACH DIRECTION   OF TRAVEL, THAT ALLOWS RE-ENTRY OR EXIT.           PLEASE REVIEW AND CORRECT OR JUSTIFY.           6) SHEET FP 201 - FIRE CODE REFERENCES REMIAN   INCORRECT. PLEASE REVIEW AND ENSURE COMPLIANCE WITH THE   CURRENT FLORIDA FIRE PREVENTION CODE, 5TH EDITION AND   ALL APPLICABLE CODES REFERENCES CONTAINED WITHIN IT.           PLEASE REVIEW AND CORRECT - 1, 10, 13, 14, 20, 37, 88A   & 101.           7) SHEET A5 27, AO 32 & A2 01 - THE DIMENSIONS OF THE   EAST OUTSIDE STAIR ARE NOT INDICATED AND CAN NOT BE   CONFIMRED TO MEET THE EGRESS REQUIREMENTS. I WAS UNABLE   TO IDENTIFY ANY SHEET WITH THE DIMENSIONS.       PLEASE CORRECT OR PROVIDE THE REFERNECED SHEET           8) SHEET A2 51A - A FIREPLACE IS INDICATED IN THE   LOUNGE 2; HOWEVER, NO FUEL SOURCE OR VENTING COULD BE   IDENTIFIED.       PLEASE REVIEW AND CORRECT AND/OR IDENTIFY THE SHEET.               PETER LEDUC   FIRE MARSHAL   561-804-4709   [email protected]     Review Stop FIRE FIRE DEPARTMENT Rev No 2 Status F Date 2016-08-24 Cont ID   Sent By pleduc Date 2016-08-24 Time   Rev Time 0.00 Received By pleduc Date 2016-08-12 Time 09:55 Sent To   Notes 2016-08-23 09:29:54 THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE   MARSHAL, WITH THE FOLLOWING COMMENTS:           1) SHEET AO 32 - THE 2 DOORS OF THE EMERGENCY ROOM AND   THE DOOR TO THE POOL EQUIPMENTROOM SWING INTO THE EXIT   CORRIDOR -       PER NFPA 101 CHAPTER 7, MEANS OF EGRESS   7.2.1.4.3 DOOR LEAF ENCROACHMENT   7.2.1.4.3.1 DURING ITS SWING, ANY DOOR LEAF IN A MEANS   OF EGRESS SHALL LEAVE NOT LESS THAN ONE-HALF OF THE   REQUIRED WIDTH OF AN AISLE, A CORRIDOR, A PASSAGEWAY,   OR A LANDING UNOBSTRUCTED AND SHALL NOT PROJECT NOT   MORE THAN 7 IN. INTO THE REQUIRED WIDTH OF AN AISLE, A   CORRIDOR, A PASSAGE WAY, OR A LANDING, WHEN FULLY OPEN,   UNLESS BOTH OF THE FOLLOWING CONDITIONS ARE MET:   (1) THE DOOR OPENING PROVIDES ACCESS TO A STAIR IN AN   EXISTING BUILDING.   (2) THE DOOR OPENING MEETS THE REQUIREMENTS THAT LIMITS   PROJECTION TO NOT MORE THAN 7 IN. INTO THE REQUIRED   WIDTH OF THE STAIR LANDING WHEN THE DOOR LEAF IS FULLY   OPEN.       PLEASE REVIEW AND CORRECT OR JUSTIFY.           2) SHEET AO 32 - A NOTE IS INDICATED STATING FOR A   STAIR WIDER THAN 44" "THE FOLLOWING FORMULA WAS   PROVIDED BY THE WEST PALM BEACH FIRE DEPARTMENT".       I HAVE BEEN THE SOLE CONTACT FOR THE FIRE DEPARMTNAT   AND I DO NOT RECALL PROVIDING THIS FORMULA; HOWEVER, IT   CAN BE USED PER NFPA 101, CHAPTER 7, 7.3.3.2.       HOWEVER, THE SUM OF THE CALCULATION PROVIDED APPEARS TO   BE INCORRECT. 60-44/.218 + 146.7 = 220; NOT 495 WHICH   IS INDICATED AND INCORRECT       PLEASE REVIEW AND CORRECT OR JUSTIFY.           3) SHEET AO 32 & ALL A2'S - THE FRONT DOORS TO ALL   UNITS ON EACH LIFE SAFETY PLAN SHEET INDICATE IT WITHIN   IN AN 1 HOUR ORANGE WALL. THE DOOR SCHEDULE SHEET   INDICATE THOSE DOORS AS U01A AND HAVE NO FIRE RATING.       WHICH IS CORRECT ?       PLEASE REVIEW AND CORRECT.           4) SHEET AO 32 - THE LOBBY LEVEL EXIT CAPACITY LOADS   ARE DIFFICULT TO FOLLOW AND THE FRONT LOBBY DOOR   APPEARS TO BE TOO SMALL.       PLEASE PROVIDE A DETAILED EXIT LOAD CALCULATION FROM   EACH OCCUPANY AREA THAT EQUALS 89 AT THE FRONT DOOR. MY   CALCULATIONS INDICATE NEARLY MORE AT THE FRONT DOOR.100   @ THE LOBBY, 27 @ THE LOBBY LOUNGE, 6 @ THE GUEST   SUITES, 185 @ COMBO # 2 STAIR,(48 FROM BELOW 137 ABOVE)   = 318.       PLEASE REVIEW, CORRECT OR JUSTIFY.           5) SHEET AO 32 - UNDER THE GENERAL NOTES # 6 IT   INDICATES FOR STAIRWAY # 3 NO REENTRY FOR LEVELS 23,   24, 25. PER NFPA 101, CHAPTER 7 APPEARS TO BE IN   CONFLICT WITH REQUIRERMENT (3).       7.2.1.5.8.1 DOOR ASSEMBLIES ON STAIR ENCLOSURES SHALL   BE PERMITTED TO BE EQUIPPED WITH HARDWARE THAT PREVENTS   RE-ENTRY INTO THE INTERIOR OF THE BUILDING, PROVIDED   THAT ALL OF THE FOLLOWING CRITERIA ARE MET:   (1) THERE SHALL BE NOT LESS THAN TWO LEVELS WHERE IT IS   POSSIBLE TO LEAVE THE STAIR ENCLOSURE TO ACCESS ANOTHER   EXIT.   (2) THERE SHALL BE NOT MORE THAN FOUR STORIES   INTERVENING BETWEEN STORIES WHERE IT IS POSSIBLE TO   LEAVE THE STAIR ENCLOSURE TO ACCESS ANOTHER EXIT.   (3) RE-ENTRY SHALL BE POSSIBLE ON THE TOP STORY OR   NEXT-TO-TOP STORY SERVED BY THE STAIR ENCLOSURE, AND   SUCH STORY SHALL ALLOW ACCESS TO ANOTHER EXIT.   (4) DOOR ASSEMBLIES ALLOWING RE-ENTRY SHALL BE   IDENTIFIED AS SUCH ON THE STAIR SIDE OF THE DOOR LEAF.   (5) DOOR ASSEMBLIES NOT ALLOWING RE-ENTRY SHALL BE   PROVIDED WITH A SIGN ON THE STAIR SIDE INDICATING THE   LOCATION OF THE NEAREST DOOR OPENING, IN EACH DIRECTION   OF TRAVEL, THAT ALLOWS RE-ENTRY OR EXIT.           PLEASE REVIEW AND CORRECT OR JUSTIFY.           6) SHEET FP 201 - FIRE CODE REFERENCES REMIAN   INCORRECT. PLEASE REVIEW AND ENSURE COMPLIANCE WITH THE   CURRENT FLORIDA FIRE PREVENTION CODE, 5TH EDITION AND   ALL APPLICABLE CODES REFERENCES CONTAINED WITHIN IT.           PLEASE REVIEW AND CORRECT - 1, 10, 13, 14, 20, 37, 88A   & 101.           7) SHEET A5 27, AO 32 & A2 01 - THE DIMENSIONS OF THE   EAST OUTSIDE STAIR ARE NOT INDICATED AND CAN NOT BE   CONFIMRED TO MEET THE EGRESS REQUIREMENTS. I WAS UNABLE   TO IDENTIFY ANY SHEET WITH THE DIMENSIONS.       PLEASE CORRECT OR PROVIDE THE REFERNECED SHEET           8) SHEET A2 51A - A FIREPLACE IS INDICATED IN THE   LOUNGE 2; HOWEVER, NO FUEL SOURCE OR VENTING COULD BE   IDENTIFIED.       PLEASE REVIEW AND CORRECT AND/OR IDENTIFY THE SHEET.               PETER LEDUC   FIRE MARSHAL   561-804-4709   [email protected]                             Review Stop FIRE FIRE DEPARTMENT Rev No 1 Status F Date 2016-02-08 Cont ID   Sent By pleduc Date 2016-02-08 Time   Rev Time 0.00 Received By pleduc Date 2016-01-12 Time 14:29 Sent To   Notes 2016-01-14 12:00:08 THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE   MARSHAL, WITH THE FOLLOWING COMMENTS:       1. SHEET 008-A0-25 - THERE IS AN INCORRECT REFERENCE TO   THE FIRE CODE.       THE PROPOSED PROJECT SHALL MEET THE REQUIREMENTS OF THE   5TH EDITION OF FLORIDA FIRE PREVENTION CODE INCLUDING   THE 2012 EDITION OF NFPA 1 AND NFPA 101 AND ALL OTHER   APPLICABLE CODES OR STANDARDS.   FIRE SPRINKLER WORK SHALL COMPLY WITH THE REQUIREMENTS   OF NFPA 13, 2010 EDITION.   FIRE ALARM WORK SHALL COMPLY WITH THE REQUIREMENTS OF   NFPA 72, 2010 EDITION.   CONSTRUCTION WORK SHALL COMPLY WITH THE REQUIREMENTS OF   NFPA 241, 2009 EDITION.   FIRE EXTINGUISHERS SHALL COMPLY WITH THE REQUIREMENTS   OF NFPA 10, 2010 EDITION.   ELECTRIC WORK SHALL COMPLY WITH NFPA 70, 2011 EDITION.       2. SHEET 027-C3-01 - THE LOCATION OF THE FIRE HYDRANTS   AND FDC'S IS LIMITED AND NOT CONDUCIVE TO FIRE GROUND   OPERATIONS.AND NOT APPROVED.       THE FIRE LANE AROUND THE ENTIRE BUILDING IS NOT   REQUIRED AND CAN BE ELIMINATED.       RELOCATION OF THE FIRE HYDRANT AND FDC ON THE NORTH   SIDE TO THE LANDSCAPE ISLAND AREA IN THE FRONT ON THE   MAIN ENTRANCE ACCESS. ON SHEET 071-L9-10 THE AREA   MARKED WITH TREES FD9 AND 4FD IS STRONGLY ENCOURAGED.   3FT TO THE SIDE AND REAR IS REQUIRED AND, IF DESIRED,   THE EQUIPMENT CAN BE COLORED TO MATCH THE LANDSCAPE.       RELOCATION OF THE SOUTHEAST FIRE HYDRANT AND FDC TO THE   AREA OF THE BACK FLOW PREVENTORS BEFORE THE GATE IS   STRONGLY ENCOURAGED.       CLOSE COORDINATION WITH THE PREVNETION BUREAU WOULD BE   EXTRMELY BENEFICIAL.       3. SHEET 603-FP2-OP1 & OP2 - PROVIDE NOTE INDICATING   THAT FIRE SPRINKLER COVERAGE COMPLIES WITH THE   REQUIRMENTS AND DESIGN OF STACKED PARKING WHERE   APPLICABLE.       4. SHEET 603-FP2-OP1 - NO SPRINKLER PROTECTION SHOWN IN   CENTER CORE AREAS. COMPLETE FIRE SPRINKLER SYSTEM IS   REQUIRED BE NFPA 1, 101, AND 13.       5. SHEET 605 FP2-01 - NO SPRINKLER PROTECTION SHOWN IN   EMEGENCY RM.       6. SHEET 605 FP2-01 - NO FIRE PROTECTION SHOWN IN FPL   VAULT RM.       7. SHEET 605 FP2-01 - NO SPRINKLER PROTECTION SHOWN IN   EXIT CORRIDOR 114 ALONG LAUNDRY RM.       8. SHEET 605 FP2-01 - NO SPRINKLER PROTECTION IN TRASH   CHUTE ( NOT SHOWN FOR THE ENTIRE BLDG)       9. SHEET 606 FP2-02 - A FCVA COULD NOT BE LOCATED OR IS   NOT INDICATED.       (PROVIDE A NOTE FOR EACH FCVA ON EACH FLOOR ON WHAT IT   SHUTS DOWN.)       10. SHEET 606 FP2-24 - A FCVA COULD NOT BE LOCATED OR   IS NOT INDICATED ON THE 18TH & 19TH LEVEL.       11. SHEET 608 FP2-05 - A FCVA COULD NOT BE LOCATED OR   IS NOT INDICATED.       12. SHEET 612 FP2-20 - A FCVA COULD NOT BE LOCATED AND   INDICATED ITS ON THE 18TH & 19TH LEVEL.       13. SHEET 613 FP2-21 - A FCVA COULD NOT BE LOCATED AND   INDICATED ITS ON THE 18TH & 19TH LEVEL.       14. SHEET 614 FP2-22 - A FCVA COULD NOT BE LOCATED AND   INDICATED ITS ON THE 18TH & 19TH LEVEL.       15. SHEET 615 FP2-23 - A FCVA COULD NOT BE LOCATED AND   INDICATED ITS ON THE 18TH & 19TH LEVEL.       16. SHEET 617-FP2-25 - A FCVA COULD NOT BE LOCATED AND   INDICATED ITS ON THE 18TH & 19TH LEVEL.       17. SHEET 621-FP4-03 - A REGULATING HOSE VALVE IS NOT   INDICATED. ( EACH FLLOR SHALL HAVE A NOTE INDICATING   THE PSI AND LOCATION OF A RHV PER NFPA 14)       18. SHEET 180-A5-26 - NO DETAIL IS PROVIDED FOR   INDICATED HANDRAILS, ALL HANDRAILS SHALL COMPLY WITH   NFPA 101. CHAPTER 7, 7.2.2.4.4.1. MIN. 34"       19. SHEET 181-A5-27 - NO DETAIL IS PROVIDED FOR   INDICATED HANDRAILS, ALL HANDRAILS SHALL COMPLY WITH   NFPA 101. CHAPTER 7, 7.2.2.4.4.1. MIN. 34".       20. SHEET 182-A5-28 - NO DETAIL IS PROVIDED FOR   INDICATED HANDRAILS, ALL HANDRAILS SHALL COMPLY WITH   NFPA 101. CHAPTER 7, 7.2.2.4.4.1. MIN. 34".       21. SHEET 184-A5-51 - SECTIONS 1 & 2 HANDRAILS SHALL   COMPLY WITH NFPA 101. CHAPTER 7, 7.2.2.4.4.1. MIN. 34".       22. GENRAL STAIRWAY SHEETS - STAIRWAY TREAD MARKING AND   HANDRAIL MARKINGS SHALL COMPLY WITH NFPA 101, CHAPTER   7, 7.2.2.5.4.3, THROUGH 7.2.2.5.5.3       23. SHEET 187-A5-21 - PROVIDE STAIWAY IDENTIFICATION   SIGNAGE IS NOT INDICATED. STAIRWAY INDENTIFICATION   SHALL COMPLY WITH NFPA 101, CHAPTER 7, 7.2.2.5.4.       24. MECHANICAL SHEETS 396 - 430 - IT IS NOT CLEARLY   INDICATED WHAT AREAS WILL BE SMOKE CONTROL, SMOKE EVAC,   STAIRWELL PRESSURIZATION OR ELEVATOR SHAFT   PERSSURIZATION.       25. ELECTRICAL SHEETS 448 - 469 = IT IS NOT CLEARLY   INDICATED THE LOCATION OF EXIT LIGHTING ON ANY LEVEL.       26. GENERAL SHEETS - IT IS NOT CLEARLY INDICATED THE   INITIAL OR BACK-UP POWER OF THE FIRE PUMP.       27. GENERAL SHEETS - IT IS NOT CLEARLY INDICATED, IF   ANY, THE EMERGENCY POWER TO THE EMERGENCY GENERATOR.       28. THE FIRE COMMAND CENTER SHALL COMPLY WITH NFPA 1,   CHAPTER 11, BUILDING SERVICES; 11.9 AND SHALL CONTAIN   THE FOLLOWING FEATURES:       1. SHALL BE A MINIMUM OF 200 FT SQUARED WITH A MINIMUM   DIMENSION OF 10 FT.   2. THE FIRE DEPARTMENT COMMUNICATIONS SYSTEM.   3. A TELEPHONE FOR FIRE DEPARTMENT USE WITH CONTROLLED   ACCESS TO THE PUBLIC TELEPHONE SYSTEM   4. SCHEMATIC BUILDING PLANS INDICATING THE TYPICAL   FLOOR PLAN AND DETAILING THE BUILDING CORE, MEANS OF   EGRESS, FIRE PROTECTION SYSTEMS, FIRE-FIGHTING   EQUIPMENT AND FIRE DEPARTMENT ACCESS AND THE LOCATION   OF FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE   BARRIERS AND SMOKE PARTITIONS   5. A WORK TABLE.   6. IF APPLICABLE, A HAZARDOUS MATERIAL MANAGEMENT PLAN   FOR THE BUILDING.   7. THE EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM   CONTROL UNIT.   8. ANNUNCIATOR UNIT VISUALLY INDICATING THE LOCATION OF   THE ELEVATORS AND WHETHER THEY ARE OPERATIONAL   9. STATUS INDICATORS AND CONTROLS FOR AIR DISTRIBUTION   SYSTEMS.   10. CONTROLS FOR UNLOCKING STAIRWAY DOORS   SIMULTANEOUSLY   11. SPRINKLER VALVE AND WATER FLOW DETECTOR DISPLAY   PANELS   12. EMERGENCY AND STANDBY POWER STATUS INDICATORS   13. FIRE PUMP STATUS INDICATORS   14. GENERATOR SUPERVISION DEVICES AND MANUAL START AND   TRANSFER FEATURES.   15. PUBLIC ADDRESS SYSTEM, WHERE SPECIFICALLY REQUIRED   BY OTHER SECTIONS OF THIS CODE   16. CONTROLS REQUIRED FOR SMOKE CONTROL   17. ELEVATOR FIRE RECALL SWITCH IN ACCORDANCE WITH ASME   A17.1.   18. ELEVATOR EMERGENCY OR STANDBY POWER SELECTOR   SWITCH(ES), WHERE EMERGENCY OR STANDBY POWER IS   PROVIDED       29. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT   DOES NOT CONSTITUTE IT'S FINAL REVIEW OR APPROVAL.       35. THE BUREAU SHALL REVIEW ALL RE-SUBMITTED BUILDING   PLANS AT THE APPROPRIATE TIME AND IN ACCORDANCE WITH   THE REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS.       PETER LEDUC   FIRE MARSHAL   561-804-4709                         Review Stop G GAS REVIEW Rev No 4 Status P Date 2017-02-06 Cont ID   Sent By gjohnson Date 2017-02-06 Time 15:49 Rev Time 0.00 Received By gjohnson Date 2017-02-06 Time 16:49 Sent To   Notes ***NONE*** Review Stop G GAS REVIEW Rev No 3 Status F Date 2016-12-28 Cont ID   Sent By gjohnson Date 2016-12-28 Time 16:03 Rev Time 0.00 Received By gjohnson Date 2016-12-28 Time 16:03 Sent To   Notes 2016-12-28 16:30:32         2ND REVIEW: FBC 2010       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected]       GAS COMMENTS:3RD REQUEST       6. SUBMIT CALCULATIONS FOR COMBUSTION AIR FOR EACH   APPLIANCE WITH CUBIC FT. REQUIRED AND WHAT IS PROVIDED   PER THE FBC-2010 FUEL GAS CODE SEC. 304.       8. SUBMIT A DETAIL SHOWING THE TYPE, LOCATION, SIZE AND   TERMINATION OF THE GAS VENTS PER FBC-2010 FUEL GAS CODE   SEC. 502 THRU 505.       3RD REVIEW:       1. BTU LOADS ON THE GAS RISER ARE SHOWN AS CFH SHOULD   THEY BE MBH OR BTU PLEASE CLARIFY. PER WPB AMEND TO FBC   107.2.1       2. UNDER THE GAS CALCULATIONS THE TOTAL GAS   CONSUMMATION IS SHOWN AS CFH PLEASE CLARIFY. PER WPB   AMEND TO FBC 107.2.1       3.TABLE LISTED FOR SIZING IS FOR LESS THAN 2PSI WITH A   PRESSURE DROP OF 0.6 IN. THE MAIN SYSTEM IS SHOWN AS   2PSI PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1       4. PLEASE PROVIDE A RISER DIAGRAM FOR UNIT SHOWING   LOCATION IF THE UNITS. PER WPB AMEND TO FBC 107.2.1       IN ORDER TO EXPEDITE ISSUANCE OF THIS PERMIT I SUGGEST   THE WE SET UP A MEETING PLEASE CONTACT ME CONTACT INFO   I               DUE TO THE DEFICIENCIES OF THIS PLAN A COMPLETE AND   THOROUGH REVIEW CANNOT BE DONE AT THIS TIME. UPON   RESUBMITTAL THERE MAYBE ADDITIONAL COMMENTS.             Review Stop G GAS REVIEW Rev No 2 Status F Date 2016-08-17 Cont ID   Sent By gjohnson Date 2016-08-17 Time 10:11 Rev Time 0.00 Received By gjohnson Date 2016-08-17 Time 10:11 Sent To   Notes 2016-08-17 10:38:40         2ND REVIEW: FBC 2010       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected]       GAS COMMENTS: 1ST REVIEW HAVE NOT COMPLIED           1. SUBMIT AN ISOMETRIC DRAWING THAT CLEARLY SHOWS ALL   CUT SECTIONS OF PIPE AND CORRESPONDING LENGTHS FOR 2PSI   AND .5PSI SYSTEMS PER FBC-2010 FUEL GAS, SECS. 402.4.1,   402.4.2.                       4. BTU LOAD OF EACH APPLIANCE AND THE TOTAL BTU LOAD ON   THE SYSTEM. REFER TO THE FBC-2010 FUEL GAS SECS. 401.8   THRU 402.6.1 AND TABLES 402.4(1) THRU 402.4(37).               6. SUBMIT CALCULATIONS FOR COMBUSTION AIR FOR EACH   APPLIANCE WITH CUBIC FT. REQUIRED AND WHAT IS PROVIDED   PER THE FBC-2010 FUEL GAS CODE SEC. 304.               8. SUBMIT A DETAIL SHOWING THE TYPE, LOCATION, SIZE AND   TERMINATION OF THE GAS VENTS PER FBC-2010 FUEL GAS CODE   SEC. 502 THRU 505.       2ND REVIEW:       1. IN THE NOTE FOR GAS CALCULATIONS YOU LISTED TABLE   402.4(6) IN THE FBC FUEL GAS THIS TABLE IS FOR COPPER   TUBING THE PLAN SHOWS SCHEDULE 40 METALLIC PLEASE   CLARIFY. PER WPB AMEND TO FBC 107.2.1   2. NOTE #1 PLEASE CLARIFY WHAT TYPE OF PIPING IS GOING   TO BE USED UNDERGROUND. METALLIC PIPING IS EXTREMELY   RESTRICTIVE ON USE UNDERGROUND. PER WPB AMEND TO FBC   107.2.1 FBC FUEL GAS 404.9   3. SHOW REGULATORS AND DRIP LEGS.1. IN THE NOTE FOR GAS   CALCULATIONS YOU LISTED TABLE 402.4(6) IN THE FBC FUEL   GAS THIS TABLE IS FOR COPPER TUBING THE PLAN SHOWS   SCHEDULE 40 METALLIC PLEASE CLARIFY. PER WPB AMEND TO   FBC 107.2.1           4. BRANCH SIZE FOR TYPICAL UNIT ON GAS RISER 4 SHOWS   3/4 THE REST OF THE RISERS SHOW 1/2 PLEASE CLARIFY. PER   WPB AMEND TO FBC 107.2.1   5. NOTE #4 PROVIDE ISOMETRIC AND FLOOR PLAN DRAWING   SHOWING THE VENT LOCATIONS OF THE PRESSURE REGULATORS.   PER WPB AMEND TO FBC 107.2.1   6. SHOW GAS LINE ON A FLOOR PLAN. PER WPB AMEND TO FBC   107.2.1           DUE TO THE DEFICIENCIES OF THIS PLAN A COMPLETE AND   THOROUGH REVIEW CANNOT BE DONE AT THIS TIME. UPON   RESUBMITTAL THERE MAYBE ADDITIONAL COMMENTS.             Review Stop G GAS REVIEW Rev No 1 Status F Date 2016-01-29 Cont ID   Sent By gjohnson Date 2016-01-29 Time 17:33 Rev Time 0.00 Received By gjohnson Date 2016-01-29 Time 17:33 Sent To   Notes 2016-01-29 17:36:06         1ST REVIEW: FBC 2014       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected]       GAS COMMENTS:           1. SUBMIT AN ISOMETRIC DRAWING THAT CLEARLY SHOWS ALL   CUT SECTIONS OF PIPE AND CORRESPONDING LENGTHS PER   FBC-2014 FUEL GAS, SECS. 402.4.1, 402.4.2.       2. SHOW TYPE OF PIPING MATERIAL BEING INSTALLED, ALL   PIPE SIZES, AND THE EHD NUMBER OF CORRUGATED STAINLESS   STEEL TUBING FOR EACH PIPE SIZE IF BEING USED. WPB   AMENDMENTS TO FBC SEC. 107.2.1.       3. TYPE OF GAS, (LP OR NATURAL).       4. BTU LOAD OF EACH APPLIANCE AND THE TOTAL BTU LOAD ON   THE SYSTEM. REFER TO THE FBC-2014 FUEL GAS SECS. 401.8   THRU 402.6.1 AND TABLES 402.4(1) THRU 402.4(37).       5. SHOW THE DISTANCE FROM THE POINT OF DELIVERY,   (METER), TO THE MOST REMOTE OUTLET IN THE BUILDING   AND/OR SYSTEM PER THE FBC-2014 FUEL GAS APPENDIX A ?   USE OF CAPACITY SECTION A.3.1(4) & 2014 FUEL GAS CODE   SEC. 402.4.1.       6. SUBMIT CALCULATIONS FOR COMBUSTION AIR PER THE   FBC-2014 FUEL GAS CODE SEC. 304.       7. INDICATE THE DELIVERY PRESSURE (PSI) PER FBC-2014   FUEL GAS SEC. 402.2. IF NATURAL GAS SPECIFY .5 PSI OR 2   PSI.       8. SUBMIT A DETAIL SHOWING THE TYPE, LOCATION, SIZE AND   TERMINATION OF THE GAS VENTS PER FBC-2014 FUEL GAS CODE   SEC. 502 THRU 505.       9. SUBMIT MANUFACTURER?S SPECIFICATION SHEETS FOR ALL   GAS EQUIPMENT TO VERIFY COMPLIANCE WITH STANDARDS NFPA   54, NFPA 58, AND FBC-2014 FUEL GAS SEC. 402.2     Review Stop I INCOMING/PROCESSING Rev No 4 Status N Date 2017-02-10 Cont ID   Sent By lmarchan Date 2017-02-10 Time 10:47 Rev Time 0.00 Received By lmarchan Date 2017-01-24 Time 14:01 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 3 Status N Date 2017-01-11 Cont ID   Sent By lmarchan Date 2017-01-11 Time 09:31 Rev Time 0.00 Received By lmarchan Date 2016-11-23 Time 08:06 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 2 Status N Date 2016-10-20 Cont ID   Sent By cpuell Date 2016-10-20 Time 15:48 Rev Time 0.00 Received By cpuell Date 2016-07-26 Time 14:51 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 1 Status N Date 2016-04-13 Cont ID   Sent By cpuell Date 2016-04-13 Time 16:55 Rev Time 0.00 Received By cpuell Date 2016-01-07 Time 08:29 Sent To   Notes ***NONE*** Review Stop IMPACT COUNTY IMPACT FEES Rev No 4 Status P Date 2017-02-01 Cont ID   Sent By jwitmer Date 2017-01-30 Time 10:06 Rev Time 0.00 Received By jwitmer Date 2017-01-30 Time 10:06 Sent To   Notes 2017-02-01 14:31:33 2/01/2017 RECEIVED AND VERIFIED PALM BEACH COUNTY   IMPACT FEE RECEIPT:   MU-2017-001622-0000   TOTALFEES: $516294.03       JAMES A. WITMER BN, PX, CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES   DEPARTMENT   401 CLEMATIS ST.   WEST PALM BEACH. FL 33402   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]         2017-01-30 10:07:07 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.       JAMES A. WITMER BN, PX, CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]     Review Stop IMPACT COUNTY IMPACT FEES Rev No 3 Status F Date 2016-12-20 Cont ID   Sent By jwitmer Date 2016-12-20 Time 13:30 Rev Time 0.00 Received By jwitmer Date 2016-12-20 Time 13:30 Sent To   Notes 2016-12-20 13:30:15 IMPACT 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.       JAMES A. WITMER PX,CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]     Review Stop IMPACT COUNTY IMPACT FEES Rev No 2 Status F Date 2016-08-29 Cont ID   Sent By jwitmer Date 2016-08-29 Time 17:13 Rev Time 0.00 Received By jwitmer Date 2016-08-29 Time 17:13 Sent To   Notes 2016-08-29 17:13:48 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.       JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]         Review Stop IMPACT COUNTY IMPACT FEES Rev No 1 Status F Date 2016-01-27 Cont ID   Sent By jwitmer Date 2016-01-23 Time 09:34 Rev Time   Received By jwitmer Date 2016-01-23 Time 09:33 Sent To   Notes 2016-01-23 09:54:06 IMPACT 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.       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 5 Status P Date 2017-02-07 Cont ID   Sent By ccole Date 2017-02-07 Time 12:08 Rev Time 0.00 Received By ccole Date 2017-02-03 Time 13:58 Sent To   Notes 2017-02-07 12:13:35 MECHANICAL PROVISOS:   2/7/17       1) A REVISION TO THE APPROVED PLANS IS REQUIRED TO SHOW   THE MISSING FIRE OR FIRE/SMOKE DAMPERS AT THE LOCATIONS   LISTED BELOW.       * M2.0P2 NORTH CORE: 4X4 O/A DUCT PENETRATION RESIDENT   STORAGE WALL   * M2.0P2 EAST: 6X4 O/A DUCT PENETRATING STORAGE ROOM   WALL AT EAST SIDE OF BUILDING.   * M2.0P1: 4X4 O/A DUCT AT WATER FEATURE WALL   * M2.0P1: 4X4 O/A DUCT AT MAINTENANCE WALL   * M2.0P1: 6X6 O/A DUCT AT RESIDENT STORAGE   * M2.0P1: 4X4 O/A DUCT AT CORRIDOR   * M2.0P1: 6' FLEX DUCT AT STORAGE P116.   * M2.0P1: 12X6 DUCT PENETRATING WALLS AT MEP/CAR   WASH/DOG SPA.   * M2.0P1: 12X12 EXHAUST DUCT AT DOG SPA.   * M2.01: INTAKE OPENING AND EXHAUST OUTLET AT GENERATOR   ROOM.   * M2.01: EXHAUST DUCT AT MANICURE ROOM WALL.   * M2.01: 12X6 O/A DUCT AT CORRIDOR   * M2.02: SOUTH CORE- 10X10 DUCT AT JANITOR/FIRE VEST. &   FIRE VEST./ELEV. LOBBY.   * M2.02: 26X12 DUCT AT MEP CLOSET.   * M2.02 18X10 DUCT AT YOGA ROOM..   * M2.05: SOUTH CORE- 18X10 DUCT PENETRATING THE SHAFT   NEAR STAIR #3.   * M2.05: NORTH CORE- TWO DUCTS SHOWN IN STAIR #1   ENCLOSURE PENETRATING STAIR ENCLOSURE/UTILITY ROOM   WALL.   * M2.17, 18, 20, 21, 22: 18X10 DUCT ATR SHAFT   PENETRATION.   * M2.22: SOUTH CORE- 50X16 O/A DUCT AND 14X6 SUPPLY   DUCT AT SHAFT.   * M2.22 NORTH CORE- 22X6 O/A DUCT AT SHAFT PENETRATION.   * M2.23: NORTH CORE- 22X6 O/A DUCT AT SHAFT   PENETRATION.   * M2.24: SOUTH CORE- EXHAUST DUCTS PENETRATING SHAFTS.   * M2.25: SOUTH CORE- 18X10 AT SHAFT.   * M2.26: SOUTH CORE: EXHAUST DUCT KEF #3 AT SHAFT.   * M2.26: NORTH CORE: OA-1 DUCT AT SHAFTI       2) ACCESS FOR MAINTENANCE AND REPLACEMENT OF ALL   MECHANICAL EQUIPMENT SHALL BE PROVIDED. SUBMIT   STRUCTURAL DETAILS FOR PANELS WHERE NECESSARY.       3) THE FOLLOWING LIST OF DEFERRED SUBMITTALS SHALL BE   SUBMITTED PRIOR TO FIELD INSPECTION REQUESTS:       A) STRUCTURAL DETAILS AND WIND LOAD ENGINEERING FOR ALL   ROOFTOP AND EXTERIOR MECHANICAL EQUIPMENT AND   COMPONENTS INCLUDING THE COOLING TOWER, THE DOA UNITS,   THE FANS AND FAN CURBS, LOUVERS, ETC.       B) STRUCTURAL DRAWINGS AND DETAILS FOR THE COOLING   TOWER ACCESS PLATFORM AND LADDER.       C) MANUFACTURER'S SPECIFICATIONS FOR:   COOLING TOWER   GENERATOR   SMOKE CONTROL AND PRESSURIZATION FANS   BOILER AND BOILER VENTING   HEAT EXHANGERS   FLAMEBAR DUCT   FSD & FD DAMPERS   O/A MOTORIZED DAMPERS   CO AND NO2 DETECTORS   FIRESTOPPING   ACCESS PANELS FOR ABOVE CEILNG HP'S   CHILLED WATER PIPING INSULATION       D) FLORIDA PRODUCT APPROVALS AND/OR MIAMI-DADE NOA'S   FOR LOUVERS AND ROOF STANDS       1) DEFERRED SUBMITTAL: 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.   2) DEFERRED SUBMITTAL. 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.       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   561-805-6719   [email protected]                 Review Stop M MECHANICAL (A/C) Rev No 4 Status F Date 2017-01-30 Cont ID   Sent By ccole Date 2017-01-30 Time 10:50 Rev Time 0.00 Received By ccole Date 2017-01-27 Time 10:50 Sent To   Notes 2017-01-30 11:06:02 4TH REVIEW FBC-2014 MECHANICAL   PERMIT #15111020   1/27/17       THE FOLLOWING LIST OF COMMENTS FROM THE 3RD REVIEW   STILL EXIST OR HAVE NOT BEEN ADDRESSED IN ENTIRETY.       1) COMMENT #1: THE REVISED PLANS UPLOADED ON 1/20/2017   HAVE ELECTRONIC SEALS AND SIGNATURES. ALL OTHER   EXISTING PLAN SHEETS DO NOT.       2) COMMENT #3: THE REVISED ENERGYGAUGE COMPLIANCE MUST   BE ELECTRONICALLY SIGNED AND SEALED.       3) COMMENT #5: PLAN SHEETS M2.0P1, M2.0P2, & M6.02 HAVE   NOT BEEN REVISED PER THE COMMENTS OR NARRATIVE   RESPONSE.       4) COMMENT #8, M2.0P1: REQUESTED SEPARATION DISTANCE   BETWEEN THE GENERATOR AIR INTAKE AND EXHAUST NOT   PROVIDED.       5) COMMENT #9, M2.0P1: REQUESTED MOTORIZED DAMPERS FOR   O/A DUCTS TO GUESTROOMS.       6) COMMENT #11, M6.02: FAN SCHEDULE NOTES NOT UPDATED.       7) COMMENT #12, M5.04: PRINT ON PLAN SHEET STILL FAINT   AND ILLEGIBLE.       8) COMMENT #13, M6.02: SCHEDULE NOT UPDATED TO PROVIDE   CORRECT NOTES AND NOA #S.       9) COMMENT #14, M2.0P1: PLAN NOT REVISED TO SHOW   RELOCATION OF GARAGE EXHAUST FANS OVER STAIRWELL AS   STATED IN THE RESPONSE NARRATIVE.       10) COMMENT #17, M2.01: REQUESTED COMBUSTION AIR   CALCULATIONS NOT PROVIDED.       11) COMMENT #18, M2.01: REQUESTED AIR BALANCE   CALCULATIONS NOT PROVIDED.       12) COMMENT #21, M2.01: REQUESTED DEMAND CONTROLLED   VENTILATION NOT SHOWN IN THE CLUB DINING ROOM.       13) COMMENT #23, M2.02: ABOVE CEILING PLENUM SPACES NOT   IDENTIFIED CLEARLY.       14) COMMENT #25, M2.23: REQUESTED DUCTWORK NOT SHOWN.       15) BELOW IS A LIST OF MISSING FIRE OR FIRE/SMOKE   DAMPERS FOR DUCTS PENETRATING RATED WALLS. PLEASE   PROVIDE THE DAMPERS FOR DUCTS WHERE REQUIRED, OR IF   CLAIMING ANY EXCEPTIONS WRITTEN IN THE CODE, PLEASE   PROVIDE THE SECTION NUMBER.       * M2.0P2 NORTH CORE: 4X4 O/A DUCT PENETRATION RESIDENT   STORAGE WALL   * M2.0P2 EAST: 6X4 O/A DUCT PENETRATING STORAGE ROOM   WALL AT EAST SIDE OF BUILDING.   * M2.0P1: 4X4 O/A DUCT AT WATER FEATURE WALL   * M2.0P1: 4X4 O/A DUCT AT MAINTENANCE WALL   * M2.0P1: 6X6 O/A DUCT AT RESIDENT STORAGE   * M2.0P1: 4X4 O/A DUCT AT CORRIDOR   * M2.0P1: 6" FLEX DUCT AT STORAGE P116.   * M2.0P1: 12X6 DUCT PENETRATING WALLS AT MEP/CAR   WASH/DOG SPA.   * M2.0P1: 12X12 EXHAUST DUCT AT DOG SPA.   * M2.01: INTAKE OPENING AND EXHAUST OUTLET AT GENERATOR   ROOM.   * M2.01: EXHAUST DUCT AT MANICURE ROOM WALL.   * M2.01: 8X6 O/A DUCT AT CORRIDOR   * M2.02: 10X10 DUCT AT JANITOR/FIRE VEST. & FIRE   VEST./ELEV. LOBBY.   * M2.02: 26X12 DUCT AT MEP CLOSET.   * M2.02 18X10 DUCT AT YOGA ROOM.   * M2.03: TRANSFER DUCT AT CORRIDOR BY GUEST SUITE 11.   PLEASE NOTE THAT THE CORRIDOR CANNOT BE USED AS A   SUPPLY, RETURN, EXHAUST, RELIEF, OR AS A VENTILATION   AIR DUCTS. SECTION 601.2.   * M2.03: DUCTS PENETRATING RATED SHAFTS BY RESTROOMS IN   GUEST SUITES 9, 10, & 11.   * M2.05: SOUTH CORE- 18X10 DUCT IN STAIR #3 ENCLOSURE   NOT PERMITTED AND NOT DAMPERED.   * M2.05: NORTH CORE- TWO DUCTS SHOWN IN STAIR #1   ENCLOSURE /UTILITY NOT PERMITTED/NOT DAMPERED.   * M2.17, 18, 20, 21, 22: DUCTS NOT PERMITTED OR   DAMPERED IN STAIR #3 ENCLOSURE.   * M2.22: SOUTH CORE- 50X16 O/A DUCT AND 14X6 SUPPLY   DUCT AT SHAFT.   * M2.22 NORTH CORE- 16X8 AT SHAFT.   * M2.23: NORTH CORE- NO DUCTS SHOWN IN DRAWING.   * M2.24: SOUTH CORE- EXHAUST DUCTS PENETRATING SHAFTS.   * M2.25: SOUTH CORE- 18X10 AT SHAFT.   * M2.25: NORTH CORE: NO SIZE OR DAMPER FOR DUCT AT   FIREMAN'S VEST./CORRIDOR WALL.   * M2.26: SOUTH CORE: EXHAUST DUCT KEF #3 AT SHAFT.   * M2.26: NORTH CORE: OA-1 DUCT AT SHAFT.       16) IN ORDER TO EXPEDITE THE REVIEW OF THE SUBMITTED AC   CALCULATIONS FOR THE APARTMENTS, PLEASE LABEL THE   APARTMENT NUMBERS AND ZONES ON THE ENLARGED MECHANICAL   FLOOR PLANS.       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   561-805-6719   [email protected]     Review Stop M MECHANICAL (A/C) Rev No 3 Status F Date 2016-12-21 Cont ID   Sent By ccole Date 2016-12-21 Time 17:47 Rev Time 0.00 Received By ccole Date 2016-12-20 Time 11:31 Sent To   Notes 2016-12-21 17:48:24 3RD REVIEW FBC-2014 MECHANICAL   PERMIT #15111020   12/20/16       1) ALL SUBMITTED ENGINEERED MECHANICAL PLANS,   DOCUMENTS, AND CALCULATIONS SHALL BEAR THE ELECTRONIC   SEAL AND SIGNATURE OF THE ENGINEER OF RECORD- SECTION   471.025 F.S. AND SECTION 61G15-23.005 FLORIDA   ADMINISTRATIVE CODE. CURRENTLY NONE OF THE UPLOADED   PLANS, DOCUMENTS, OR CALCULATIONS ARE IN COMPLIANCE.       2) THE FOLLOWING SHEETS DO NOT BEAR THE TITLE BLOCK OF   THE APPARENT ENGINEER OF RECORD- EDWARDS & ZUCK: SHEETS   M2.54E, M2.54F, M4.01- M4.05, & M5.01- M5.03, & M6.01.       3) 3RD REQUEST FOR THE ENERGYGAUGE SUBMITTAL TO BE   CORRECTED TO MATCH THE EQUIPMENT SCHEDULES- 3RD REQUEST   TO COMPLY. REFER BACK TO 1ST REVIEW COMMENT #1       4) 3RD REQUEST FOR AC COOLING AND HEATING CALCULATIONS.   REFER BACK TO 1ST REVIEW COMMENT #2       5) SHEET M2.0P1 & M2.0P2: PLACE A NOTE ON THE PLANS   REFERENCING SHEET M5-07 FOR CONTROLS OPERATIONS FOR THE   GARAGE EXHAUST FANS. REVISE THE NOTES ON M5-07 TO SHOW   A CONTINUOUS MINIMUM EXHAUST RATE OF .05 CFM PER   SQ.FT.- SECTION 404.2       6) M2.0P1 & M6.02: THE NOTES IN THE FAN SCHEDULE   INDICATE THE GARAGE EXHAUST FANS ARE NOT HIGH WIND   RATED.       7) M2.0P2 & M6.02: PGEF-P2- 1C & 1D LISTED IN THE   EXHAUST CALCULATIONS ARE NOT IN THE SCHEDULE.   PGEF-P2-1A & 1B DO NOT HAVE LARGE ENOUGH CAPACITY TO   EXHAUST THE REQUIRED 38,790 CFMS OF EXHAUST.       8) M2.01: VERIFY WITH NOTES ON MEASUREMENTS THE   SEPARATION DISTANCES BETWEEN THE GENERATOR AND TANK   ROOM EXHAUST OUTLETS AND THE GENERATOR ROOM AIR INTAKE   LOUVER. THE ELEVATION DRAWING APPEARS TO INDICATE   NON-COMPLIANCE- SEE SHEET A3.35.       9) M2.01: IT APPEARS THAT THE DRYER AND IRONER EXHAUST   DUCTS ARE RUNNING THROUGH AN ABOVE CEILING PLENUM WHICH   IS PROHIBITED PER SECTION 504.4. PLEASE CLEARLY   DESIGNATE THE LOCATIONS OF ABOVE CEILING PLENUMS.       10) M2.01: IT APPEARS MOTORIZED DAMPERS ARE MISSING FOR   THE O/A SUPPLY TO THE GUESTROOMS.       11) M5.04 & M6.02: REFER TO THE SUMMARY TABLE ON PAGE   26 OF THE SMOKE CONTROL RATIONAL ANALYSIS. THE   LOCATIONS OF THE STAIRWELL PRESSURIZATIONS FANS AND FAN   CAPACITIES SPECIFIED IN THE UPDATED REPORT DIFFER FROM   THE SPECIFICATIONS IN THE DRAWINGS AND THE SCHEDULE. A)   THE NOTES IN THE SCHEDULE INDICATE THE STAIRWELL AND   ELEVATOR PRESSURIZATION FANS ARE NOT HIGH-WIND RATED,   AND NOT UL LISTED FOR SMOKE CONTROL.       12) M5.04: ALL OF THE PRINTED NOTES AND LABELS ON THE   PLAN ARE BARELY LEGIBLE AND NEED TO BE EMBOLDENED. THE   LETTERS "N.C." ARE SHOWN AT EACH HORIZONTAL SHAFT   OPENING. PLEASE CLARIFY WHAT THOSE LETTERS STAND FOR.       13) M6.02 FAN SCHEDULE: THE NOTES IN THE REMARKS COLUMN   ARE CONFUSING FOR THE TEF'S AND THE KEF'S. SOME OF THE   TEF'S ON THE ROOF HAVE NOAS AND SOME DON'T. AND HOW CAN   A TEF AND A KEF HAVE THE SAME NOA NUMBER? PLEASE NOTE   NOA#14-0325-06 LISTED IN THE NOTES WAS NOT FOUND ON THE   MIAMI-DADE PRODUCT CONTROL WEBSITE.       14) A5.28: THE GARAGE EXHAUST FAN OUTLETS CANNOT BE   LOCATED OVER STAIRWELL #9 PLATFORM AND STAIRS- SEE   SECTIONS 501.3, 501.3.1(10) & 501.3.1.1.       15) M5.05 & M5.06: PLEASE CIRCLE OR HIGHLIGHT THE   LOCATION OF OAU-3 IN THE CONDENSER WATER RISER DRAWING.       16) M2.01: IN REFERENCE TO COMMENT #28 FROM THE 2ND   REVIEW, THE PLAN STILL APPEARS TO INDICATE HP-1L-5 AND   HP-1L-6 ARE SHARING A COMMON PLENUM WHICH WOULD REQUIRE   A SMOKE DETECTOR. I AM NOT SEEING A DUCTED RETURN FROM   THE CONFERENCE ROOM AS STATED IN THE NARRATIVE.       17) M2.01: COMMENT #29 FROM THE 2ND REVIEW STILL   EXISTS: PROVIDE COMBUSTION AIR CALCULATIONS FOR THE   DRYERS AND IRONER- SEE SECTION 304 FBC-14 FUEL GAS. A)   SEE PREVIOUS COMMENT #9.       18) M2.01: PROVIDE AIR BALANCE CALCULATIONS FOR THE   LAUNDRY AND MANICURE ROOMS.       19) M2.01: TELECOM HP NOT LABELED AS REQUESTED.       20) M2.01: COMMENT #35 FROM THE 2ND REVIEW STILL   EXISTS- PLEASE COMPLY.       21) M2.01: DEMAND CONTROLLED VENTILATION IS REQUIRED   FOR THE CLUB DINING ROOM- SECTION 503.2.1 FBC-10 ENERGY   CONSERVATION. INDICATE A MEANS ON THE PLANS.       22) M2.02: AS PREVIOUSLY REQUESTED LABEL THE EXHAUST   FANS IN THE WOMEN'S AMENITY AREA.       23) M2.02: PLEASE CLEARLY DESIGNATE ON THE PLAN THE   LOCATIONS OF ALL ABOVE CEILING PLENUM SPACES.       24) M2.02 & A6.87: REFER TO SECTION 602.2 & 606.2.1 AND   VERIFY THE LIGHT COVES BEING USED AS RETURN GRILLS ARE   IN COMPLIANCE.       25) M2.03 AND ALL OTHER PLAN SHEETS SHOWING CHILLED   WATER PIPING: IDENTIFY ALL HP UNITS BEING SERVICED BY   THE PIPING ON EACH FLOOR.       26) M2.23: THE DUCTWORK IS NOT SHOWN IN THE NORTH CORE.       27) M2.5B: PROVIDE A NOTE OR DETAIL SHOWING THE 2HR.   RATED SOFFIT ENCLOSING THE RETURN DUCT IN THE NORTH   STAIR TOWER, AND PROVIDE FS DAMPERS AT RATED WALL   PENETRATIONS.       28) BASED ON THE RESPPONSES TO THE COMMENTS THERE WILL   BE MANY DEFERRED SUBMITTALS FOR THE PROPOSED PROJECT.   PLESASE REVIEW THE FOLLWOING SECTIONS FROM THE WPB   AMENDMENTS TO THE FLORIDA BUILDING CODE.       1) DEFERRED SUBMITTAL: 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.   2) DEFERRED SUBMITTAL. 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.       THE CURRENT LIST OF DEFERRED SUBMITTALS BASED ON   COMMENT RESPONSES ARE:   A) STRUCTURAL DETAILS AND WIND LOAD ENGINEERING FOR ALL   ROOFTOP AND EXTERIOR MECHANICAL EQUIPMENT AND   COMPONENTS INCLUDUNG THE COOLING TOWER, THE DOA UNITS,   THE FANS AND FAN CURBS, LOUVERS, ETC.   B) STRUCTURAL DRAWINGS AND DETAILS FOR THE COOLING   TOWER ACCESS PLATFORM AND LADDER.   C) MANUFACTURER'S SPECIFICATIONS FOR THE COOLING TOWER,   CHILLED WATER PIPING INSULATION, SMOKE CONTROL AND   PRESSURIZATION FANS, BOILER AND BOILER VENTING, THE   HEAT EXHANGERS, FLAMEBAR DUCT, FS DAMPERS, O/A   MOTORIZED DAMPERS, CO DETECTORS, AND FIRESTOPPING   SEALERS AND CAULKS.   D) ACCESS PANELS FOR ABOVE CEILNG HP'S       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   561-805-6719   [email protected]     Review Stop M MECHANICAL (A/C) Rev No 2 Status F Date 2016-08-19 Cont ID   Sent By ccole Date 2016-08-19 Time 15:59 Rev Time 0.00 Received By ccole Date 2016-08-11 Time 14:42 Sent To   Notes 2016-08-19 16:03:50 2ND REVIEW FBC-2014 MECHANICAL   PERMIT #15111020   8/8/16       THIS SECOND REVIEW OF THE PLANS WILL REFERENCE COMMENTS   FROM THE 1ST REVIEW THAT EITHER STILL EXIST, OR HAVE   BEEN PARTIALLY RESOLVED. PLEASE NOTE THAT A   PRE-SUBMITTAL MEETING WAS HELD ON JUNE 20TH MEETING   HERE AT THE WPB BUILDING DEPARTMENT WHICH I ATTENDED.   AT THAT MEETING THE DESIGN TEAM FOR THE PROJECT   REVIEWED THE 1ST REVIEW MECHANICAL COMMENTS IN ENTIRETY   AND CONCLUDED THAT ALL ISSUES WOULD BE RESOLVED ON THE   SECOND SUBMITTAL.           1 ) COMMENT #1 INCLUDING SUB-COMMENTS 1-A THROUGH 1-I   STILL EXIST. ALTHOUGH THE NARRATIVE RESPONSE STATES   THAT THESE ISSUES HAVE BEEN ADDRESSED, THE CORRECTED   DOCUMENTS AND PLANS WERE NOT SUBMITTED.       2) COMMENT # 2A STILL EXISTS. PROVIDE THE AC COOLING   AND HEATING CALCULATIONS FOR THE SYSTEMS. COMMENT #2B   HAS BEEN PARTIALLY ADDRESSED BUT MANY OF THE REQUESTED   VENTILATION CALCULATIONS HAVE NOT BEEN PROVIDED- SEE   ADDITIONAL COMMENTS BELOW.       3) COMMENT #2C, SHEET M2.0P1: THE REQUESTED EXHAUST   VENTILATION CALCULATIONS FOR THE P1 PARKING GARAGE   LEVEL HAVE NOT BEEN PROVIDED. PLEASE CLARIFY HOW MAKEUP   AIR FOR P1 EXHAUST IS BEING PROVIDED- THE RESPONSE   NARRATIVE FROM THE DESIGN PROFESSIONALS STATE THAT THE   PGSF- 1A & 1B SHOWN AT LEVEL P1 ARE MAKEUP AIR FANS FOR   LEVEL P2 EXHAUST.   3A) EXHAUST VENTILATION CALCULATIONS FOR THE DOG SPA   NOT PROVIDED. PLEASE SUBMIT SPECS FOR THE PET DRYER IN   THE SPA AND PROVIDE EXHAUST DUCT DETAILS (IF   APPLICABLE).       4) MANY OF THE EXHAUST FANS SHOWN ON THE PLANS DO NOT   HAVE EQUIPMENT SCHEDULES. PLEASE PROVIDE SCHEDULES FOR   EF-P1-1, EF-P2-2, EF-P2-3, PEEF-1, PEEF-2, PEEF-3,   PESF-1, PGEF-P1-E, PGEF-P2-C, AND ANY OTHERS NOT   CURRENTLY SHOWN IN THE SCHEDULES.       5) COMMENT #2 D, SHEET M2.01: THE EXHAUST CALCULATIONS   FOR THE GENERATOR AND TANK ROOMS ARE NOT IN COMPLIANCE   WITH TABLE 403.3 (NOTE 1). PLEASE INDICATE WHICH CODE   STANDARD WAS USED TO ESTABLISH THE EXHAUST OR ACH   RATES.       6) COMMENT #2B, SHEET M2.01: THE GUEST SUITE ID NUMBERS   IN THE O/A SCHEDULE DO NOT MATCH THE SUITE NUMBERS ON   THE PLANS. CALCULATIONS NOT PROVIDED FOR CLUB DINING,   SERVICE PANTRY, LOBBY LOUNGE, LOUNGE 2, ENTRY LOBBY,   ELEVATOR LOBBIES, MAIL AND STORAGE ROOMS- PLEASE COMPLY   AS PREVIOUSLY REQUESTED.       7) COMMENT #3 INCLUDING 3A, B, & C STILL EXIST. THE   INCONSISTENCIES AND CONFLICTS BETWEEN THE MECHANICAL   PLANS, AND SPECIFICATIONS, AND THE SMOKE CONTROL   RATIONAL ANALYSIS HAVE NOT BEEN ADDRESSED AND   CORRECTED. PLEASE COMPLY. SHEET M5.04: NOTE THE AIR   FLOW DIRECTIONAL ARROWS FOR OAU-1 & 2 ARE POINTING IN   THE OPPOSITE DIRECTION OF THE FLOW.       8) COMMENT #3D STILL EXISTS AND IS REPRINTED HERE: D)   SHEETS M2.26, M2.27, M5.05, M-602: THE FOLLOWING LIST   OF PRESSURIZATION AND SMOKE CONTROL FANS ARE SHOWN IN   THE SCHEDULE AND RISER BUT NOT SHOWN ON THE 26TH LEVEL   OR ROOF LEVEL MECHANICAL PLANS: SPF-2, SPF-3, EPF-2,   EPF-4, AND SEF-1. PLEASE SHOW THE LOCATIONS OF THE FANS   ON THE ROOF PLANS AND PROVIDE CLEARANCE DISTANCE   MEASUREMENTS FOR ALL INLETS TO MECHANICAL AND GRAVITY   EXHAUST OUTLETS. REFER TO SECTION 708.14.2.1 FBC-10   BUILDING FOR PRESSURIZATION INLET MINIMUM CLEARANCE   DISTANCES TO EXHAUST OUTLETS.   9) COMMENT #5 STILL EXISTS. PLEASE PROVIDE THE   REQUESTED EQUIPMENT SCHEDULES FOR THE TOILET AND   KITCHEN EXHAUST FANS.       10) COMMENT # 8 STILL EXISTS, SEE DETAIL 2 ON SHEET   A3.35: IT APPEARS THAT THE OUTLETS FOR THE GARAGE   EXHAUST FANS PGEF-P2-1A & 1B ARE DIRECTLY OVER STAIR   #9.   10 A) SHEETS A3.31- A3.37: PLEASE IDENTIFY AND LABEL   THE LOCATIONS OF ALL EXHAUST OUTLETS AND AIR INTAKE   OPENINGS ON LEVELS P1, P2, 1, 2 & 3 AND PROVIDE NOTES   AND DIMENSIONS ON THE PLANS TO VERIFY COMPLIANCE WITH   CLEARANCE DISTANCE REQUIREMENTS.       11 COMMENT #9 HAS AN INCOMPLETE RESPONSE. THE FIRE   RATED ASSEMBLIES ON SHEET A8.31 ARE THE FIGURES   ASSOCIATED WITH THE ASSEMBLIES, HOWEVER THE PRINTED   NOTES AND SPECIFICATIONS FOR EACH ASSEMBLY WERE NOT   INCLUDED.       12) COMMENT #11D STILL EXISTS. AS PREVIOUSLY PLEASE   SHOW THE LOCATIONS OF THE NITROGEN DIOXIDE DETECTORS ON   THE PARKING LEVELS.       13) COMMENT #11E STILL EXISTS. THE RESPONSE NARRATIVE   STATES THAT THE REQUESTED FLAMEBAR SPECIFICATIONS AND   DRAWINGS ARE FOUND ON SHEET M4.07, HOWEVER THAT PLAN   SHEET WAS NOT INCLUDED IN THE UPLOADED PLAN SETS.       14) COMMENTS #11G, 11H, 11I, 11J, 11K, 11L, 11M, 11O,   11Q, & 11P, 11Q, 11R, 11S, 11T, & 11V STILL EXIST:   REFER BACK TO 1ST REVIEW COMMENTS AND CORRECT THE PLANS   ACCORDINGLY.       15) COMMENT #12A: REQUESTED EVIDENCE OF FLOOD PROOF   CONSTRUCTION TO PROTECT MECHANICAL EQUIPMENT NOT   PROVIDED. THE COMMENT FROM THE 1ST REVIEW IS REPRINTED   HERE:   A) SHEET M2.0P2: REFER TO SECTION 301.16 AND PROVIDE   EVIDENCE TO INDICATE COMPLIANCE FOR MECHANICAL   EQUIPMENT LOCATED IN A FLOOD HAZARD AREA. SOME OF THE   EQUIPMENT INCLUDED ARE THE HEAT PUMPS, THE FANS, THE   DAMPERS, THE DUCTWORK, THE DETECTORS, THE LOUVERS ETC.   301.16 FLOOD HAZARD.   FOR STRUCTURES LOCATED IN FLOOD HAZARD AREAS,   MECHANICAL SYSTEMS, EQUIPMENT AND APPLIANCES SHALL BE   LOCATED AT OR ABOVE THE ELEVATION REQUIRED BY SECTION   1612 OF THE FLORIDA BUILDING CODE, BUILDING FOR   UTILITIES AND ATTENDANT EQUIPMENT.   EXCEPTION: MECHANICAL SYSTEMS, EQUIPMENT AND APPLIANCES   ARE PERMITTED TO BE LOCATED BELOW THE ELEVATION   REQUIRED BY SECTION 1612 OF THE OF THE FLORIDA BUILDING   CODE, BUILDING FOR UTILITIES AND ATTENDANT EQUIPMENT   PROVIDED THAT THEY ARE DESIGNED AND INSTALLED TO   PREVENT WATER FROM ENTERING OR ACCUMULATING WITHIN THE   COMPONENTS AND TO RESIST HYDROSTATIC AND HYDRODYNAMIC   LOADS AND STRESSES, INCLUDING THE EFFECTS OF BUOYANCY,   DURING THE OCCURRENCE OF FLOODING UP TO SUCH ELEVATION.       16) COMMENT #12D, 12F, 12G, 12H STILL EXIST. REFER BACK   TO 1ST REVIEW COMMENTS AND CORRECT THE PLANS   ACCORDINGLY.       17) COMMENT #12I STILL EXISTS: THE REQUESTED LOUVER   IDENTIFICATIONS AND CLEARANCES NOT SHOWN AS INDICATED   IN THE RESPONSE NARRATIVE.   18) COMMENT #12J STILL EXISTS: DUCT FIRESTOPPING DETAIL   AT MEMBRANE PENETRATION NOT PROVIDED. PLEASE NOTE THAT   THE FLAMEBAR INSTALLATION DETAILS AND FIRESTOPPING   ASSEMBLIES HAVE NOT BEEN SUBMITTED.       19) COMMENT #12K STILL EXISTS: FAN SCHEDULE AND   CLEARANCE HEIGHTS FOR THE GARAGE CIRCULATION FANS NOT   PROVIDED.       20) COMMENT #12L STILL EXISTS: DUCT CLEARANCE HEIGHTS   IN THE PARKING GARAGES NOT PROVIDED.       21) COMMENTS #12N & 12O STILL EXIST: NO CORRECTIONS OR   UPDATES TO THE PLAN SHEETS HAVE BEEN MADE IN REGARD TO   THESE COMMENTS.       22 ) COMMENT #13B: THE NOTE REGARDING TRANSFER TIME   FULL STANDBY POWER FOR THE GENERATOR HAS NOT BEEN ADDED   TO THE RATIONAL ANALYSIS AS INDICATED IN THE NARRATIVE.   PLEASE INDICATE ON WHICH ELECTRICAL PAGE THE EQUIPMENT   SCHEDULE FOR THE GENERATOR CAN BE FOUND, AND AS   PREVIOUSLY REQUESTED, PROVIDE THE MANUFACTURER?S   SPECIFICATIONS FOR THE GENERATOR AND FUEL TANK.       23) COMMENTS 13C, 13D, & 13E: SEE SHEET A3.36 (AS   INDICATED IN THE RESPONSE NARRATIVE) AND LABEL THE   GENERATOR AND TANK ROOM AIR INLETS AND EXHAUST OUTLETS.       24) COMMENT #13F STILL EXISTS: THE RESPONSE NARRATIVE   STATES "SEE PLUMBING DRAWINGS". PLEASE INDICATE WHICH   PLUMBING PLAN SHEET THE PIPING DIAGRAMS AND   SPECIFICATIONS FOR THE GENERATOR AND FUEL TANK CAN BE   FOUND.       25) COMMENTS #13G, 13H, & 13I STILL EXIST: AS STATED IN   THE NARRATIVE PLEASE SHOW AND LABEL THE LOCATIONS OF   THE AIR INLETS AND EXHAUST OUTLETS IN QUESTION- REFER   TO 1ST REVIEW COMMENTS.       26) COMMENT #13J1 STILL EXISTS: SOME OF THE REQUESTED   DETAILS AND PLAN VIEWS OF THE MANICURE AND PEDICURE   EXHAUST SYSTEMS WERE FOUND ON SHEET M4.06. PLEASE ADD   THIS INFORMATION TO THE DRAWINGS: A) TYPE OF EXHAUST   DUCTWORK. B) SEQUENCE OF OPERATION FOR THE EXHAUST   SYSTEM.       27) COMMENT #13J2 STILL EXISTS: NAIL SALON EXHAUST FAN   EQUIPMENT SCHEDULE NOT PROVIDED.       28 ) COMMENT #13J3 STILL EXISTS: RECIRCULATION OF AIR   FROM THE HAIR DRESSING AND NAIL SALON TO THE CONFERENCE   ROOM IS PROHIBITED- HP-1L-5 & HP-1L6 ARE SHARING A   COMMON PLENUM. THE REQUIRED SMOKE DETECTOR HAS NOT BEEN   PROVIDED AND SHOWN IN THE PLENUM.       29) SHEET M2.01: THE 8 IN. FLEX DUCTS IN THE SALON   SUPPLYING 400 CFMS OF AIR ARE UNDERSIZED. PLEASE REVIEW   ALL FLEX DUCT SIZES FOR COMPLIANCE WITH ASHRAE SIZING   STANDARDS.       30) COMMENTS #13K1-7 STILL EXIST. SHEET M2.01: THE FIRE   DAMPER SYMBOL AT THE SHAFT WAS NOT PLACED ON THE PLAN.   M4.06: THE INFORMATION PROVIDED IN THE NARRATIVE   RESPONSE SHOULD BE ADDED TO THE EXHAUST DETAILS. SEE   SECTION 504.8 FOR ADDITIONAL COMPLIANCES AND REVISE THE   DETAIL TO INDICATE COMPLIANCE FPR: GAUGE OF EXHAUST   DUCT STEEL, LOCATION OF THE EXHAUST FAN MOTOR   (EF-GL-1), CONTINUOUS EXHAUST OPERATION AND CONNECTION   TO STANDBY POWER, LINKAGE TO MAKEUP AIR SOURCE,   LOCATION AND DETAILS FOR REQUIRED CLEANOUT.       31) SHEET M4.06: A B-VENT IS SHOWN FOR THE IRONER   EXHAUST. CLARIFY IF THE IRONER AND DRYERS ARE GAS-FIRED   AND PROVIDE COMBUSTION AIR CALCULATIONS, AND INDICATE   HOW THE COMBUSTION AIR IS TO BE PROVIDED IF APPLICABLE-   SEE SECTION 304 FBC-10 FUEL GAS. REFER TO TABLE   504.2(1) AND PROVIDE COMPLETE VENTING DIAGRAMS, AND AS   PREVIOUSLY REQUESTED, PROVIDE MANUFACTURER?S   SPECIFICATIONS FOR THE APPLIANCES, INCLUDING   MANUFACTURER?S GUIDELINES FOR VENTING.       32) COMMENT 13L STILL EXISTS: EXHAUST SYSTEM FOR THE   SOUTH CORE TRASH ROOM NOT PROVIDED. A) THERE IS A   MISSING FIRE DAMPERS FOR THE 10"X6" DUCT PENETRATING   THE FIRE-RATED TRASH/STORAGE ROOM WALL.       33) COMMENT #13N STILL EXISTS: LABEL THE HEAT PUMPS IN   THE PACKAGE ROOM AND THE TEL/ELEC ROOMS AND INCLUDE   THEM IN THE SCHEDULES. MECHANICAL CLOSET AND PLENUM   DETAILS NOT PROVIDED AS REQUESTED.       34) COMMENT #13O STILL EXISTS- REFER TO 1ST REVIEW   COMMENT.       35 ) COMMENTS #13Q, 13R, & 13S STILL EXIST- REFER TO   1ST REVIEW COMMENTS. PLEASE NOTE: IN REGARD TO 13R,   ACCESS PANELS SHALL BE PROVIDED FOR ALL MECHANICAL   EQUIPMENT AND APPLIANCES THAT ARE LOCATED ABOVE HARD   CEILINGS. REVISE THE PLANS TO SHOW THE LOCATIONS OF   REQUIRED PANELS AND PROVIDE ARCHITECTURAL AND   INSTALLATION DETAILS.       36) COMMENT #13T, SHEET M2.01: IT APPEARS THAT O/A IS   NOW BEING PROVIDED MECHANICALLY TO THE GUEST SUITES,   HOWEVER THE NARRATIVE IS STATING THAT NATURAL   VENTILATION WILL BE PROVIDED THROUGH OPERABLE OPENINGS-   SEE MECHANICAL DRAWINGS.       37) COMMENT #13U, SHEET M2.01: THE RESPONSE NARRATIVE   INDICATES ACCESS FOR MAINTENANCE OF THE HP-1 UNITS IN   THE GUEST SUITES WILL BE THROUGH THE RETURN GRILLS.   PROVIDE THE DIMENSIONS OF THE GRILLS AND VERIFY THEY   WILL BE SIZED LARGE ENOUGH TO REPLACE THE UNITS- SEE   SECTION 306.1. AS PREVIOUSLY REQUESTED IN THE 1ST   REVIEW, PROVIDE AN ENLARGED DETAIL OF THE HP CLOSET.       38) COMMENT #14A STILL EXISTS: LABEL THE AIR INTAKE AND   EXHAUST OUTLET OPENINGS ON THE ARCHITECTURAL   ELEVATIONS.       39) COMMENT #14H STILL EXISTS: PROVIDE AN EXHAUST   SYSTEM FOR THE TRASH ROOM AND THE JANITOR'S CLOSET-   TABLE 6-4 ASHRAE 62.1-2007.       40) COMMENT #14K STILL EXISTS: FIRE DAMPERS ARE MISSING   FOR THE 26?X12? SUPPLY AND RETURN DUCTS OF HP-2L-3. THE   RESPONSE NARRATIVE IS CLAIMING AN EXCEPTION PER SECTION   716.5.2 FBC-10 BUILDING. PLEASE INDICATE WHICH OF THE   THREE EXCEPTIONS LISTED IN THE SECTION IS BEING CLAIMED   AND PLACE NOTES ON THE PLAN TO CLARIFY.       41) COMMENT #14L STILL EXISTS: SEE COMMENT #37 ABOVE   FOR COMPLIANCE INFORMATION.       42) COMMENT #14M FROM THE 1ST REVIEW WAS ?ADVISORY?   PENDING BUILDING REVIEW REGARDING THE 2-STORY ATRIUM AT   THE LOBBY.       43) SHEET M2.02: PROVIDE AIR BALANCE CALCULATIONS       44) M2.02: PROVIDE EQUIPMENT SCHEDULES FOR THE VARIOUS   UNLABELED (EF) EXHAUST FANS SERVING THE MEN'S AND   WOMEN'S BATH AND LOCKER ROOMS IN THE SOUTH CORE.       45) M2.02: SHOW THE RETURN SYSTEM IN THE MASSAGE ROOM.       46) M2.02: PROVIDE A MOTORIZED DAMPER FOR THE O/A DUCT   TO HP-2L-1.       47) M2.02: PROVIDE A DETAIL FOR THE RETURN AIR THROUGH   THE CEILING COVES, AND INDICATE THE RETURN AIR CFM   CAPACITIES OF THE DEVICES- SEE NOTE #2.       48) COMMENTS #15 STILL EXISTS: AS DIRECTED BY THE   RESPONSE NARRATIVE, I REVIEWED SHEET M2.53A, HOWEVER   THE DUCT LAYOUT PLANS APPEAR INCOMPLETE WITH MANY OF   THE DUCT SIZES IN THE CORE AND THE SUITES NOT SHOWN AND   DIFFUSERS AND OTHER COMPONENTS NOT IDENTIFIED OR TAGGED   PROPERLY. ADDITIONALLY THERE IS AN UNIDENTIFIED DUCT   FROM THE NORTH CORE SHAFT THAT APPEARS TO BE CONVEYING   O/A INTO THE CORRIDOR AND AIR INTO THE GUEST SUITE 11-1   BATH. THIS DOES NOT MATCH THE REVISE O/A SYSTEM SHOWN   ON M2.02. A) PLEASE CLARIFY WHY CONDENSER WATER PIPING   IS SHOWN ON THIS RCP PLAN. TYPICALLY THE PIPING LAYOUTS   AND DETAIL ARE PLACED ON MECHANICAL PIPING PLAN SHEETS.       49) COMMENTS #16- 19 STILL EXIST FOR SHEETS M2.03,   M2.05, M2.17, M2.18, M2.20, M2.21, M2.22, M2.23, M2.24,   & M2.25 ALL OF THESE PLAN SHEETS HAVE INCOMPLETE DUCT   LAYOUT PLANS IN THE NORTH AND SOUTH CORES, AND ONLY   PROVIDE RCP FOR THE RESIDENTIAL AREAS. THE NARRATIVE   STATES THAT THE DETAILS ARE FOUND ON THE ENLARGED   SHEETS, HOWEVER THE CORE LAYOUTS ON THESE SHEETS ARE   ALSO INCOMPLETE. PLEASE REVIEW AND REVISE. PLEASE NOTE   THAT SOME SHEETS HAVE WATER PIPING DETAILS WHICH, AS   STATED BEFORE, SHOULD BE ON SEPARATE MECHANICAL SHEETS.       50) COMMENTS #20A, 20B, & 20C REGARDING THE BOILER   INSTALLATION AND VENTING ARE RESERVED PENDING SUBMITTAL   OF MANUFACTURER'S SPECIFICATIONS WITH APPROVAL   SIGNATURE BY THE EOR.       51) COMMENT #20D IS RESERVED PENDING APPROVED   SUBMITTALS.       52 ) COMMENT #20E STILL EXISTS: THE NARRATIVE   REFERENCES SHEET M4.01 FOR THE REQUESTED DETAILS   HOWEVER THE DETAILS ARE SHOWN ARE INCOMPLETE. PLEASE   PROVIDE THE CLEARANCE HEIGHT ABOVE THE ROOF SURFACE TO   THE BOTTOM OF THE COOLING TOWER- SEE DETAIL (4/S5.31)   AND PROVIDE THE DIMENSION. PLEASE NOTE THAT SHEET       53 ) COMMENT #20F STILL EXISTS. AS NOTED IN THE DETAILS   ON SHEET M4.01, PROVIDE COMPLETE ENGINEERED PLANS AND   DETAILS FOR INSTALLATION OF ALL ROOFTOP MECHANICAL   EQUIPMENT AND SUPPORTS.       54) COMMENT #20G IS RESERVED PENDING FURTHER   INFORMATION AND PLAN REVISIONS.       55) SHEET M5.03: PLEASE REVIEW THE FOLLOWING LIST OF   MECHANICAL CODE COMPLIANCES FOR THE DRYER EXHAUST:       504.8 COMMON EXHAUST SYSTEMS FOR CLOTHES DRYERS LOCATED   IN MULTISTORY STRUCTURES.   WHERE A COMMON MULTISTORY DUCT SYSTEM IS DESIGNED AND   INSTALLED TO CONVEY EXHAUST FROM MULTIPLE CLOTHES   DRYERS, THE CONSTRUCTION OF THE SYSTEM SHALL BE IN   ACCORDANCE WITH ALL OF THE FOLLOWING:       1. THE SHAFT IN WHICH THE DUCT IS INSTALLED SHALL BE   CONSTRUCTED AND FIRE-RESISTANCE RATED AS REQUIRED BY   THE FLORIDA BUILDING CODE, BUILDING.       2. DAMPERS SHALL BE PROHIBITED IN THE EXHAUST DUCT.   PENETRATIONS OF THE SHAFT AND DUCTWORK SHALL BE   PROTECTED IN ACCORDANCE WITH SECTION 607.5.5, EXCEPTION   2.       3. RIGID METAL DUCTWORK SHALL BE INSTALLED WITHIN THE   SHAFT TO CONVEY THE EXHAUST. THE DUCTWORK SHALL BE   CONSTRUCTED OF SHEET STEEL HAVING A MINIMUM THICKNESS   OF 0.0187 INCH (0.4712 MM) (NO. 26 GAGE) AND IN   ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS.       4. THE DUCTWORK WITHIN THE SHAFT SHALL BE DESIGNED AND   INSTALLED WITHOUT OFFSETS.       5. THE EXHAUST FAN MOTOR DESIGN SHALL BE IN ACCORDANCE   WITH SECTION 503.2.       6. THE EXHAUST FAN MOTOR SHALL BE LOCATED OUTSIDE OF   THE AIRSTREAM.       7. THE EXHAUST FAN SHALL RUN CONTINUOUSLY, AND SHALL BE   CONNECTED TO A STANDBY POWER SOURCE.       8. EXHAUST FAN OPERATION SHALL BE MONITORED IN AN   APPROVED LOCATION AND SHALL INITIATE AN AUDIBLE OR   VISUAL SIGNAL WHEN THE FAN IS NOT IN OPERATION.       9. MAKEUP AIR SHALL BE PROVIDED FOR THE EXHAUST SYSTEM.       10. A CLEANOUT OPENING SHALL BE LOCATED AT THE BASE OF   THE SHAFT TO PROVIDE ACCESSTO THE DUCT TO ALLOW FOR   CLEANING AND INSPECTION. THE FINISHED OPENING SHALL BE   NOT LESS THAN 12 INCHES BY 12 INCHES (305 MM BY 305   MM).       11. SCREENS SHALL NOT BE INSTALLED AT THE TERMINATION.       12. THE COMMON MULTISTORY DUCT SYSTEM SHALL SERVE ONLY   CLOTHES DRYERS AND SHALL BE INDEPENDENT OF OTHER   EXHAUST SYSTEMS.       PROVIDE NOTES AND DETAILS ON THE PLANS TO INDICATE   COMPLIANCE WITH ALL REQUIREMENTS. A) SHOW THE LOCATION   OF THE DRYER EXHAUST SHAFT MAKE UP AIR DUCTS AND   DAMPERS ON THE MECHANICAL FLOOR PLANS. PROVIDE   CALCULATIONS.       56) SHEET M5.07 SHOWS CT-01 AND CT-2, HOWEVER THE   COOLING TOWER IS INDICATED AS CT-1 ON ALL OTHER SHEETS-   PLEASE CLARIFY.       57) M2.54A: THE 30"X10" DUCT CANNOT PENETRATE INTO   STAIR #3- SECTION 1022.4 FBC-10 BUILDING A) LABEL ALL   THE EXHAUST FAN CHASES. B) SHOW ALL COMPONENTS OF THE   RETURN AIR SYSTEMS AND PROVIDE DETAILS B) CLARIFY HOW   THE UNITS WILL BE VENTILATED- NATURALLY OR MECHANICALLY   AND PROVIDE DETAILS AND CALCULATIONS. C) PROVIDE AN AIR   DEVICE SCHEDULE D) INDICATE HOW ACCESS FOR SERVICE AND   REPLACEMENT OF THE HP UNITS WILL BE PROVIDED. E) SHOW   ALL DUCT DIMENSIONS IN THE NORTH CORE. F) INDICATE HOW   THE TEL/ELEC ROOMS WILL BE VENTILATED.       58) M2.54B: THE 18"X10" RETURN DUCT TO HP-F CANNOT   PENETRATE INTO STAIR #1- SECTION 1022.4 FBC-10 BUILDING   A) LABEL ALL THE EXHAUST FAN CHASES. B) SHOW ALL   COMPONENTS OF THE RETURN AIR SYSTEMS AND PROVIDE   DETAILS B) CLARIFY HOW THE UNITS WILL BE VENTILATED-   NATURALLY OR MECHANICALLY, AND PROVIDE DETAILS AND   CALCULATIONS. C) PROVIDE AN AIR DEVICE SCHEDULE D)   INDICATE HOW ACCESS FOR SERVICE AND REPLACEMENT OF THE   HP UNITS WILL BE PROVIDED. E) SHOW ALL DUCT DIMENSIONS   IN THE SOUTH CORE. F) INDICATE HOW THE TEL/ELEC ROOMS   WILL BE VENTILATED.       59) SHEETS M2.55A&B, M2.56A B, M2.56A&B, M2.57A&B,   M2.58B, M2.59A&B, M2.60B, M2.61A & M2.61A: THE DUCTS   PENETRATING THE EXIST STAIRWAY ENCLOSURES ARE NOT   PERMITTED PER SECTION 1022.4 FBC-10 BUILDING. PLEASE   REVIEW AND REVISE THE PLANS PER COMMENTS #57 & 58 A-F   PRINTED ABOVE. SHOW ALL DUCT, DIFFUSER, AND RETURN   GRILL DIMENSIONS AND CFM CAPACITIES.       60) IN ORDER TO EXPEDITE THE REVIEW PROCESS, PLEASE   OVERLAY THE LIFE SAFETY PLANS ONTO THE MECHANICAL DUCT   LAYOUT PLANS SO THAT FIRE-RATED AND REQUIRED FD'S AND   FSD'S ARE READILY IDENTIFIED. IT IS ALSO HELPFUL TO   PROVIDE ROOM IDENTIFICATIONS ON THE PLANS.       THIS SECOND REVIEW IS CONCLUDED, HOWEVER THERE MAY BE   ADDITIONAL COMMENTS FOLLOWING RESUBMITTAL OF CORRECTED   PLANS.       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   561-805-6719   [email protected]         Review Stop M MECHANICAL (A/C) Rev No 1 Status F Date 2016-02-04 Cont ID   Sent By ccole Date 2016-02-04 Time 15:13 Rev Time 0.00 Received By ccole Date 2016-01-27 Time 12:10 Sent To   Notes 2016-02-04 15:14:26     1ST REVIEW: FBC 2014 MECHANICAL   PERMIT # 15111020   THE BRISTOL   1/28/16       1) PLEASE COMPARE THE DATA FOR THE AC SYSTEMS LISTED IN   THE SUBMITTED ENERGY CALCULATION FORM 506-2010 WITH THE   EQUIPMENT SCHEDULES ON SHEETS M6.01 & M6.02 AND THE   CONDENSER WATER RISERS SHOWN ON SHEETS M5.05 AND M5.06.   THE CONFLICTS AND INCONSISTENCIES IN UNIT   IDENTIFICATIONS AND SIZING ARE TOO NUMEROUS TO LIST IN   THIS REVIEW BUT HERE ARE SOME OF THE MORE APPARENT   ISSUES A) THE RISERS INDICATE 191 HEAT PUMPS HOWEVER   THE TOTAL NUMBER OF HEAT PUMPS LISTED IN THE   CALCULATIONS IS 39. B) THE RISER DRAWING SHOWS HP 135,   136, AND 215, WHICH APPEAR TO BE DESIGNATED AS OAU- 1,   2, & 3 IN THE SCHEDULES AND CALCULATIONS, HOWEVER THE   CAPACITIES SHOWN FOR THESE UNITS IN THE RISERS DO NOT   MATCH THE CAPACITIES LISTED IN THE SCHEDULES.   C) THE CALCULATIONS SHOW 1-TON, 1.25-TON, AND 10-TON   HEAT PUMPS WHICH ARE NOT SHOWN IN THE WSHP EQUIPMENT   SCHEDULES ON SHEET M-601. D) OAU #2, AND THE 2.5-TON,   3-TON, AND 5-TON HEAT PUMPS ARE NOT INCLUDED IN THE   CALCULATIONS. E) THE AREA CALCULATION ON THE FRONT   COVER OF THE ENERGY FORM INDICATES 412741 SF, HOWEVER   THE PERMIT APPLICATION INDICATES 319,010 SF. F) THE   FORM INDICATES A COOLING CAPACITY OF 183657 BTUH FOR A   1.5 TON UNIT? G) THE EER'S LISTED IN THE CALCULATIONS   FOR MANY OF THE SYSTEMS DO NOT MATCH THE EER'S LISTED   IN THE SCHEDULES. H) NO COMPLIANCE DATA IS LISTED FOR   THE SUPPLY AND RETURN CONDENSER WATER PIPING AND   INSULATIONS. I) IT APPEARS THAT THERE ARE ALSO MANY   CONFLICTS BETWEEN THE CONDENSER PIPING RISERS AND THE   MECHANICAL LAYOUT PLANS PERTAINING TO UNIT   IDENTIFICATIONS AND WATER PIPING SIZES NOT MATCHING.   PLEASE CORRECT ALL OF THE PLANS, RISERS AND   CALCULATIONS SO THEY MATCH AND PROVIDE A COMPLETE,   ACCURATE ENERGY SUBMITTAL.       2) CALCULATIONS REQUIRED BUT NOT PROVIDED: A) AC   COOLING AND HEATING SYSTEM SIZING FOR ALL OF THE HEAT   PUMPS AND DEDICATED OUTSIDE AIR UNITS- SECTION 503.2.1   FBC-10 ENERGY CONSERVATION. B) MINIMUM VENTILATION   CALCULATIONS FOR ALL OCCUPIED ROOMS AND SPACES- TABLE   403.3 FBC-10 MECHANICAL. PROVIDE A TABLE THAT INDICATES   THE REQUIRED AND PROVIDED CFM'S OF OUTDOOR AIR. C)   EXHAUST VENTILATION CALCULATIONS FOR THE PARKING   GARAGES AND PRIVATE GARAGES- REFER TO SECTION 404 AND   TABLE 403.1. D) EXHAUST VENTILATION CALCULATIONS FOR   REQUIRED ROOMS AND AREAS INCLUDING THE TRASH STORAGE,   NAIL SALON, POOL EQUIPMENT ROOMS, GENERATOR AND TANK   ROOMS, ETC.       3) SMOKE CONTROL AND STAIRWELL/ELEVATOR PRESSURIZATION   PLANS: THERE APPEARS TO BE SOME CONFLICTS AND MISSING   INFORMATION BETWEEN THE ARCHITECTURAL AND MECHANICAL   PLANS AND RISERS, AND THE RATIONAL ANALYSIS FROM SLF   FIRE PROTECTION ENGINEERS. A) THE CAPACITIES AND   LOCATIONS OF THE STAIRWAY AND ELEVATOR HOIST-WAY   PRESSURIZATION FANS AS SHOWN ON THE PLANS AND THE   EQUIPMENT SCHEDULES DIFFER FROM WHAT IS SPECIFIED IN   THE SMOKE CONTROL ANALYSIS FROM SLS FIRE PROTECTION   ENGINEERS. THE ANALYSIS SPECIFIES STAIRS #1-4   PRESSURIZATIONS OF 10,000 CFM AT THE 25TH LEVEL AND   5000 CFM'S AND THE 1ST LEVEL, HOWEVER THE RISER DRAWING   ON SHEET M5.04 INDICATES 15,000 CFM FANS AT THE 26TH   LEVEL FOR STAIRS #1-3, AND 15,000 CFM'S FOR STAIR #4 AT   THE GROUND FLOOR PARKING LEVEL. THESE CFM CAPACITIES   CONFLICT WITH THE FAN SCHEDULE ON SHEET M-602 WHICH   INDICATES 10,000 CFM INLINE FANS FOR STAIRS #1-4. B)   THE ANALYSIS SPECIFIES 20,000 CFM PRESSURIZATION FOR   ELEVATOR HOIST-WAYS #1-4 AT THE 25TH LEVEL, HOWEVER THE   SCHEDULE LISTS THEM AT 15,000 CFM'S, AND THE RISER   SHOWS CAPACITIES OF 20,000 CFM'S FOR #1 & 2 AND 30,000   CFM?S FOR #3 & 4. C) SHEET A3.21 SHOWS ELEVATOR   HOIST-WAYS #2 & 4 TERMINATING AT THE 24TH LEVEL, BUT   THE RISER DRAWING SHOWS THEM TERMINATING AT THE 26TH   LEVEL. D) SHEETS M2.26, M2.27, M5.05, M-602: THE   FOLLOWING LIST OF PRESSURIZATION AND SMOKE CONTROL FANS   ARE SHOWN IN THE SCHEDULE AND RISER BUT NOT SHOWN ON   THE 26TH LEVEL OR ROOF LEVEL MECHANICAL PLANS: SPF-2,   SPF-3, EPF-2, EPF-4, AND SEF-1. PLEASE SHOW THE   LOCATIONS OF THE FANS ON THE ROOF PLANS AND PROVIDE   CLEARANCE DISTANCE MEASUREMENTS FOR ALL INLETS TO   MECHANICAL AND GRAVITY EXHAUST OUTLETS. REFER TO   SECTION 708.14.2.1 FBC-10 BUILDING FOR PRESSURIZATION   INLET MINIMUM CLEARANCE DISTANCES TO EXHAUST OUTLETS.   E) PLEASE NOTE THAT ALL MANUFACTURER?S SPECIFICATIONS   FOR MECHANICAL EQUIPMENT AND COMPONENTS OF THE SMOKE   CONTROL SYSTEM ( FANS, DAMPERS, DUCT AND AREA SMOKE   DETECTORS, AIR INTAKE AND EXHAUST LOUVERS ETC.) SHALL   BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD, AND   SHALL BE PART OF THE SUBMITTAL PACKAGE- REFER TO   SECTIONS 909.10 - 909-10.5 FBC-10 BUILDING.       4) PROVIDE AIR DEVICE AND AIR DISTRIBUTION SCHEDULES   FOR ALL COMPONENTS OF THE HVAC AND SMOKE CONTROL   SYSTEMS- MANY DEVICE SYMBOLS ARE SHOWN ON THE PLANS   WITH NO SCHEDULE TO REFERENCE.       5) SHEETS M2.26 & M2.27: THE PLANS INDICATE MANY ROOF   LEVEL TEF'S AND KEF'S. WHERE ARE THE EQUIPMENT   SCHEDULES FOR THESE FANS?- I AM NOT SEEING THEM ON   EITHER M-601 OR M-602.       6) PROVIDE A CONDENSATE DISPOSAL RISER AND ALSO PIPING   DIAGRAMS FOR EACH LEVEL. INDICATE THE TYPES AND SIZES   OF THE PIPING, PIPING INSULATIONS AND DISCHARGE   LOCATIONS. PLEASE NOTE THAT SEC. 90-126 WPB CODE OF   ORDINANCES PROHIBITS CONDENSATE FROM COOLING COILS TO   BE DISCHARGED INTO THE SANITARY SEWER SYSTEM.       7) AS NUMEROUS MECHANICAL COMPONENTS SUCH AS LOUVERS   AND EQUIPMENT STANDS SUBJECT TO WIND LOAD ARE SHOWN IN   THE PLANS PLEASE NOTE THAT FLORIDA PRODUCT APPROVALS   AND/OR MIAMI-DADE NOA'S MUST BE SUBMITTED WITH REVIEW   AND APPROVAL SIGNATURES FROM THE EOR. IF ANY OF THESE   PRODUCTS ARE TO BE SUBMITTED AFTER PERMITTING, PLEASE   REVIEW THE FOLLOWING SECTIONS FOR THE WPB AMENDMENTS TO   THE FBC-10 BUILDING: DEFERRED SUBMITTAL: 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. A)DEFERRED SUBMITTAL. 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.       8) THE VARIOUS AIR INTAKES AND EXHAUST OUTLETS LOCATED   ON THE EXTERIOR WALLS OF THE BUILDING MUST BE REVIEWED   TO MEET COMPLIANCE WITH REQUIRED CLEARANCE DISTANCES AS   OUTLINED IN SECTION 401.1 AND 501.2.1. PROVIDE CLEAR,   DIMENSIONED ELEVATION VIEWS OF THE OPENINGS AND NOTES   IN ORDER TO VERIFY COMPLIANCE.       9) PROVIDE UL TESTED AND APPROVED FIRE-STOPPING   ASSEMBLIES AND DETAILS FOR ALL DUCTS PENETRATING RATED   WALLS AND SHAFTS. IF THE DETAILS ARE SHOWN ON A   ARCHITECTURAL PLAN, PLEASE PROVIDE A NOTE REFERENCING   THAT PLAN SHEET.       10) PROVIDE A DETAIL FOR A TYPICAL FIRE DAMPER ACCESS   PANEL, AND SYMBOLS ON THE PLANS TO INDICATE LOCATIONS.       11) SHEET M2.0P1:   A) THE PLAN SHEET IS LABELED AS BOTH P1 AND P2: PLEASE   CORRECT.   B) VERIFY THE AIR INTAKES FOR SPF-4 ARE IN COMPLIANCE   WITH SECTION 513.10.3. PROVIDE AN ELEVATION VIEW AND   CLEARANCE DISTANCE MEASUREMENTS.   C) CLARIFY THE PURPOSES OF THE AIR SUPPLY FANS PGSF-1A   & 1B AND HOW THEY WERE SIZED. ARE THEY PROVIDING THE   MAKE-UP AIR FOR THE GARAGE EXHAUST? IF THAT IS THE   PURPOSE, PLEASE INCLUDE THEM IN THE CONTROL DIAGRAM ON   SHEET M5.07. PROVIDE AN ELEVATION VIEW AND CLEARANCE   DISTANCE MEASUREMENTS FOR THE INLETS.   D) NITROGEN DIOXIDE DETECTORS IN CONJUNCTION WITH   CARBON MONOXIDE DETECTORS ARE REQUIRED IN THE PARKING   GARAGE, HOWEVER THE PLAN IS INDICATING ONLY THE CO   DETECTORS. PLEASE NOTE THAT THE MANUFACTURER'S   SPECIFICATIONS FOR THE DETECTORS SHALL BE REVIEWED AND   APPROVED BY THE E.O.R AND BE PART OF THE SUBMITTAL   PACKAGE. REFER BACK TO COMMENT #2C FOR EXHAUST   CALCULATION REQUIREMENT.   E) PROVIDE DUCT CONNECTION, REINFORCEMENT, SEALING, AND   HANGING DETAILS FOR THE 2HR. FIRE-RATED FLAMEBAR DUCT,   AND THE OUTSIDE AIR DUCTS IN THE GARAGE. INDICATE THE   HEIGHTS OF THE DUCTS ABOVE THE FINISHED GARAGE FLOOR.   PLEASE NOTE MANUFACTURER'S SPECIFICATIONS AND   INSTALLATIONS FOR THE DUCTWORK MUST BE REVIEWED AND   APPROVED BY THE E.O.R. AND INCLUDED IN THE SUBMITTAL   PACKAGE.   F) PROVIDE SUPPORT AND PROTECTION DETAILS FOR ALL   EXPOSED PIPING IN THE GARAGE INCLUDING THE CONDENSER   WATER SUPPLY AND RETURN PIPING, AND THE GENERATOR FUEL   OIL PIPING. PROVIDE A SUBMITTAL FOR THE PIPE   INSULATION.   G) PROVIDE AN ELEVATION VIEW AND CLEARANCE DISTANCE   MEASUREMENTS FOR THE OUTDOOR AIR INTAKE ON THE NORTH   SIDE THAT IS SUPPLYING THE CORES- SEE SECTION 401.4.   H) LABEL THE OUTSIDE AIR INTAKE FOR OAU-3 AND PROVIDE   CLEARANCE DISTANCE MEASUREMENTS- SECTION 401.4   I) PROVIDE ELEVATION VIEWS AND CLEARANCE DISTANCE   MEASUREMENTS FOR THE GARAGE AND TRASH EXHAUST OUTLETS   ON THE NORTH SIDE- REFER TO SECTION 501.3.1. PLEASE   INCLUDE THE OUTLETS FOR PGEF-P2-1A & 1B BY THE STAIR #9   J) SOUTH CORE: LABEL THE SUPPLY AND RETURN CFM'S AT THE   SUPPLY DIFFUSER AND RETURN GRILLS IN THE FIREMAN'S   VESTIBULE   K) SOUTH CORE: PROVIDE AN EXHAUST FAN SCHEDULE FOR   EF-P2-2.   L) SOUTH CORE: FIRE AND FIRE/SMOKE DAMPERS MISSING AT   ALL DUCTS PENETRATING THE EXTERIOR AND INTERIOR   FIRE-RATED WALLS OF THE CORE.   M) SOUTH CORE: INDICATE HOW ACCESS FOR SERVICE AND   REPLACEMENT OF THE HEAT PUMPS ABOVE THE CEILING WILL BE   PROVIDED. SHOW THE LOCATIONS OF THE PANELS AND   CONSTRUCTION DETAILS.   N) NORTH CORE: NO OUTSIDE AIR DUCT CONNECTIONS TO THE   HEAT PUMPS INSIDE THE CORE ARE SHOWN IN THE DRAWING.   O) NORTH CORE: THE SUPPLY AND RETURN DIFFUSERS AND   GRILLS ARE NOT LABELED AND NO CFM'S ARE SHOWN.   P) NORTH CORE: FIRE DAMPERS MISSING AT MOST OF THE DUCT   PENETRATING THE EXTERIOR AND INTERIOR FIRE-RATED WALLS   OF THE CORE.   Q) NORTH CORE: INDICATE HOW ACCESS FOR SERVICE AND   REPLACEMENT OF THE HEAT PUMPS ABOVE THE CEILING WILL BE   PROVIDED. SHOW THE LOCATIONS OF THE PANELS AND   CONSTRUCTION DETAILS.   R) MEP ROOM: FIRE DAMPER MISSING FOR THE 28"X12" DUCT   PENETRATING THE RATED MEP ROOM WALL.   S) MEP ROOM: OAU-3 IS A WATER-COOLED UNIT PER THE   SCHEDULE. INDICATE HOW WATER IS BEING SUPPLIED TO THE   UNIT.   T) POOL EQUIPMENT ROOM: IDENTIFY AND LABEL ALL   EQUIPMENT IN THE ROOM AND PROVIDE SCHEDULES FOR EACH.   PROVIDE EXHAUST VENTILATION CALCULATIONS FOR THE ROOM,   FAN SCHEDULES FOR PEEF-1 AND PESF-1 (SHOWN ON THE LOBBY   1 LEVEL), AND SUBMITTALS FOR THE SUPPLY AND EXHAUST   DUCTWORK AND FANS REVIEWED AND APPROVED BY THE EOR. SEE   SECTION 304.3.1 FOR REQUIREMENTS FOR FUEL-FIRED   APPLIANCES IN THE ROOM.   U) INDOOR DOG RUN: PROVIDE AN EXHAUST VENTILATION   SYSTEM IN ACCORDANCE WITH TABLE 403.3. INCLUDE   CALCULATIONS, FAN SCHEDULES, EXHAUST DUCT RUN DETAILS   AND TERMINATION LOCATIONS, AND HOW MAKE-UP AIR IS TO BE   PROVIDED.   V) PROVIDE EQUIPMENT SCHEDULES FOR THE CIRCULATION FANS   AND INDICATE THE HEIGHT MEASUREMENTS OF THE FANS FROM   THE FINISH FLOORS TO THE LOWEST EDGE OF THE FAN- SEE   SECTION 304.6.       12) SHEET M2.0P2:   A) REFER TO SECTION 301.16 AND PROVIDE EVIDENCE TO   INDICATE COMPLIANCE FOR MECHANICAL EQUIPMENT LOCATED IN   A FLOOD HAZARD AREA. SOME OF THE EQUIPMENT INCLUDED ARE   THE HEAT PUMPS, THE FANS, THE DAMPERS, THE DUCTWORK,   THE DETECTORS ETC. 301.16 FLOOD HAZARD.   FOR STRUCTURES LOCATED IN FLOOD HAZARD AREAS,   MECHANICAL SYSTEMS, EQUIPMENT AND APPLIANCES SHALL BE   LOCATED AT OR ABOVE THE ELEVATION REQUIRED BY SECTION   1612 OF THE FLORIDA BUILDING CODE, BUILDING FOR   UTILITIES AND ATTENDANT EQUIPMENT.   EXCEPTION: MECHANICAL SYSTEMS, EQUIPMENT AND APPLIANCES   ARE PERMITTED TO BE LOCATED BELOW THE ELEVATION   REQUIRED BY SECTION 1612 OF THE OF THE FLORIDA BUILDING   CODE, BUILDING FOR UTILITIES AND ATTENDANT EQUIPMENT   PROVIDED THAT THEY ARE DESIGNED AND INSTALLED TO   PREVENT WATER FROM ENTERING OR ACCUMULATING WITHIN THE   COMPONENTS AND TO RESIST HYDROSTATIC AND HYDRODYNAMIC   LOADS AND STRESSES, INCLUDING THE EFFECTS OF BUOYANCY,   DURING THE OCCURRENCE OF FLOODING UP TO SUCH ELEVATION.   B) GARAGE EXHAUST SYSTEM: CLARIFY HOW THE GARAGE   EXHAUST VENT OPENING ON THE NORTH SIDE AND THE EXHAUST   FANS (PGEF-P2-1A & 1B SHOWN ON M2.0P1) WERE SIZED-   REFER TO COMMENT #2C. PROVIDE THE DIMENSIONS OF THE   VENT OPENING AND CONSTRUCTION DETAILS.   C) CLARIFY HOW MAKE-UP AIR IS BEING SUPPLIED FOR THE   GARAGE EXHAUST.   D) PGEF-P1-E AT THE LOADING DOCK IS NOT INCLUDED IN THE   FAN SCHEDULE ON M-602, AND THE EXACT LOCATION OF THE   FAN IS NOT CLEAR ON THE PLAN. PLEASE CORRECT AND   PROVIDE EXHAUST VENTILATION CALCULATIONS.   E) PROVIDE A MEANS OF VENTILATION FOR THE CORRIDORS   ADJOINING THE PRIVATE GARAGES IN COMPLIANCE WITH   SECTION 404.3.   F) NITROGEN DIOXIDE DETECTORS IN CONJUNCTION WITH   CARBON MONOXIDE DETECTORS ARE REQUIRED IN THE PARKING   GARAGE, HOWEVER THE PLAN IS INDICATING ONLY THE CO   DETECTORS. PLEASE NOTE THAT THE MANUFACTURER?S   SPECIFICATIONS FOR THE DETECTORS SHALL BE REVIEWED AND   APPROVED BY THE EOR AND BE PART OF THE SUBMITTAL   PACKAGE. REFER BACK TO COMMENT #2C FOR EXHAUST   CALCULATION REQUIREMENT.   G) PROVIDE EQUIPMENT SCHEDULES FOR THE PRIVATE GARAGE   INLINE FANS AND THE OTHER INLINE FANS SHOWN THROUGHOUT   THE SPACE. AS PREVIOUSLY NOTED PROVIDE EXHAUST   VENTILATION CALCULATIONS FOR THE PRIVATE GARAGES.   H) PROVIDE FIRE DAMPERS FOR THE VENT LOUVERS SHOWN AT   THE FPL VAULT AND LOADING DOCK WALLS.   I) A SERIES OF LOUVERS ARE SHOWN ALONG THE SOUTH EAST   WALLS OF THE LOADING DOCK. HOW WERE THESE OPENINGS   SIZED AND ARE THEY BELOW THE FLOOD HEIGHT LEVEL.   PROVIDE AN ELEVATION VIEW THAT SHOWS REQUIRED CLEARANCE   DISTANCE MEASUREMENTS FOR AIR INTAKE AND EXHAUST.   SUBMITTALS FOR THE LOUVERS AND DAMPERS REVIEWED AND   APPROVED BY THE EOR ARE REQUIRED.   J) PROVIDE A THROUGH UL PENETRATION FIRE-STOPPING   ASSEMBLY DETAIL FOR THE O/A EXITING THE SHAFT ABOVE.   PROVIDE NOTES BY THE SHAFT INDICATING WHERE THE SHAFT   AND FIRE-STOPPING ASSEMBLY DETAILS CAN BE LOCATED IN   THE ARCHITECTURAL PAGES.   K) PROVIDE EQUIPMENT SCHEDULES FOR THE CIRCULATION FANS   AND INDICATE THE HEIGHT MEASUREMENTS OF THE FANS FROM   THE FINISH FLOORS TO THE LOWEST EDGE OF THE FAN- SEE   SECTION 304.6.   L) PROVIDE DUCT CONNECTION, REINFORCEMENT, SEALING, AND   HANGING DETAILS FOR THE OUTSIDE AIR AND EXHAUST DUCTS   IN THE GARAGE. INDICATE THE HEIGHTS OF THE DUCTS ABOVE   THE FINISHED GARAGE FLOOR. PLEASE NOTE MANUFACTURER'S   SPECIFICATIONS AND INSTALLATIONS FOR THE DUCTWORK MUST   BE REVIEWED AND APPROVED BY THE E.O.R. AND INCLUDED IN   THE SUBMITTAL PACKAGE.   M) PROVIDE SUPPORT AND PROTECTION DETAILS FOR ALL   EXPOSED PIPING IN THE GARAGE INCLUDING THE CONDENSER   WATER SUPPLY AND RETURN PIPING. PROVIDE SUBMITTALS FOR   ALL PIPE INSULATIONS.   N) SOUTH CORE, NORTH CORE, AND ADJACENT RESIDENT   STORAGE ROOMS: THE AC LAYOUT PLANS ARE IN- COMPLETE-   PROVIDE DUCT SIZES, DIFFUSER AND RETURN GRILL SIZES,   CFM CAPACITIES AT THE DIFFUSERS AND GRILLS, LOCATIONS   OF REQUIRED FIRE AND FIRE/SMOKE DAMPERS AT DUCT   PENETRATIONS, CONDENSER WATER PIPE SIZES ETC.   O) SOUTH CORE, NORTH CORE: INDICATE HOW ACCESS FOR   SERVICE AND REPLACEMENT OF THE HEAT PUMPS ABOVE THE   CEILING WILL BE PROVIDED. SHOW THE LOCATIONS OF THE   PANELS AND CONSTRUCTION DETAILS.       13) SHEET M2.01:   A) PROVIDE AN ELEVATION VIEW OF THE GENERATOR EXHAUST   LOUVER INDICATING REQUIRED CLEARANCE DISTANCE   MEASUREMENTS PER SECTION 501.2.1.   B) PROVIDE MANUFACTURER'S SPECIFICATIONS FOR THE   GENERATOR AND FUEL TANK REVIEWED AND APPROVED BY THE   EOR, AND INCLUDE IN THE REQUIRED SUBMITTAL PACKAGE.   PLEASE NOTE THAT IN ACCORDANCE WITH SECTION 909.11   FBC-10 BUILDING, THE TRANSFER TO FULL STANDBY POWER   SHALL BE AUTOMATIC AND WITHIN 60 SECONDS OF FAILURE OF   THE PRIMARY POWER SYSTEMS. PLEASE REVIEW AND PROVIDE   THIS NOTE IN THE RATIONAL ANALYSIS OF THE SMOKE CONTROL   SYSTEM.   C) INDICATE THE REQUIRED CLEARANCE DISTANCES FOR THE   GENERATOR ROOM EXHAUST (501.2.1), SIZING CALCULATIONS   FOR THE FANS, AND FAN SCHEDULES.   D) PROVIDE AN ELEVATION VIEW OF THE GENERATOR ROOM   COMBUSTION AIR LOUVER INDICATING REQUIRED CLEARANCE   DISTANCE MEASUREMENTS, AND PROVIDE COMBUSTION AIR   CALCULATIONS. MANUFACTURER'S SPECIFICATIONS FOR THE   INTAKE LOUVER SHALL BE REVIEWED AND APPROVED BY THE EOR   AND INCLUDED IN THE SUBMITTAL PACKAGE WITH A FLORIDA   PRODUCT APPROVAL OR MIAMI-DADE NOA CERTIFYING WIND   RESISTANCE AND IMPACT PROTECTION.   E) PROVIDE ELEVATION VIEWS OF THE TANK ROOM AIR INTAKE   AND EXHAUST OUTLET WITH CLEARANCE DISTANCE   MEASUREMENTS. PROVIDE SIZING CALCULATIONS FOR THE   SYSTEM AS PREVIOUSLY NOTED AND A EQUIPMENT SCHEDULE FOR   THE FAN. PLEASE NOTE MANUFACTURER'S SPECIFICATIONS FOR   THE TANK SHALL BE REVIEWED AND APPROVED BY THE EOR AND   INCLUDED IN THE SUBMITTAL PACKAGE.   F) PROVIDE ENLARGED FUEL PIPING DIAGRAMS FOR THE   GENERATOR AND TANK.   G) INDICATE THE CLEARANCE DISTANCE MEASUREMENTS FOR THE   TWO O/A INTAKE INLETS ON THE EAST WALL ABOVE THE   LOADING DOCK- SECTION 401.1.   H) INDICATE THE CLEARANCE DISTANCE MEASUREMENTS FOR THE   MANI/PEDI EXHAUST OUTLET ON THE EAST WALL- SECTION   501.2.1.   I) APPLY COMMENTS G & H ABOVE FOR THE POOL EQUIPMENT   ROOM VENTILATION INLET AND OUTLET ON THE SOUTH WALL.   J) NAIL SALON, REFER TO TABLE 403.3 FOOTNOTES B AND H   PERTAINING TO THE NAIL SALON: 1) INDICATE HOW THE   CONTAMINANTS AND ODORS FROM THE NAIL POLISHES ARE BEING   CAPTURED AT THEIR SOURCES- THE MANICURE AND PEDICURE   STATIONS. ADDITIONAL DETAILS AND PLAN VIEWS ARE   REQUIRED. 2) PROVIDE AN EXHAUST FAN EQUIPMENT SCHEDULE.   3) CLARIFY HOW MAKE-UP AIR FOR THE EXHAUST IS BEING   PROVIDED AND REFER TO SECTION 403.2.1 (3) RECIRCULATION   OF THE AIR FROM THE SPACE IS PROHIBITED. HOW WILL THAT   BE ACCOMPLISHED WITH THE ABOVE CEILING PLENUM? PLEASE   SHOW THE LOCATIONS OF THE RETURN GRILLS. 3) SHOW THE   SUPPLY CFM?S AT THE DIFFUSER LOCATIONS, AND REFER TO   SECTION 606.2.2 FOR REQUIRED SMOKE DETECTOR FOR THE   COMMON PLENUM.   K) LAUNDRY ROOM: 1) PROVIDE A FD SYMBOL AT THE 28?X12?   DUCT PENETRATION INTO THE FIRE-RATED SHAFT. 2) THE   DRYER EXHAUST MUST BE INDEPENDENT AND NOT CONNECTED   WITH THE IRONER EXHAUST- SEE SECTION- 504.1. AND   CORRECT. 3) SUBMIT MANUFACTURER?S SPECIFICATIONS FOR   THE DRYERS AND IRONER WITH REVIEW AND APPROVAL   SIGNATURES BY THE EOR- SEE SECTION 504.7 AND SHOW THE   LOCATION OF THE EXHAUST FANS, AND INCLUDE FAN EQUIPMENT   SCHEDULES (IF APPLICABLE). 4) PROVIDE EXHAUST DUCT   DETAILS FOR BOTH THE DRYERS AND IRONER INCLUDING THE   TYPES AND SIZES OF DUCTS, SUPPORT AND HANGING DETAILS-   SEE SECTIONS 504.6.2, 504.6.4, 504.6.4.2, AND 504.7. 5)   PROVIDE PLAN AND ELEVATION VIEWS SHOWING DUCT   CONNECTIONS TO THE APPLIANCES, AND REQUIRED CLEARANCE   DISTANCES TO COMBUSTIBLES. 6) PROVIDE FIRE-STOPPING   DETAILS FOR DUCTS PENETRATING RATED WALLS. 7) PLEASE   NOTE COMMON DRYER EXHAUST DUCTS SHALL RUN CONTINUOUSLY   OR BE INTERLOCKED TO RUN TOGETHER.   L) SOUTH CORE: PROVIDE AN EXHAUST SYSTEM FOR THE TRASH   ROOM PER TABLE 6-4 ASHRAE 62.1-2010. PLEASE INCLUDE   CALCULATIONS, EXHAUST FAN SCHEDULE, EXHAUST DUCT   LAYOUT, TERMINATION LOCATION ETC.   M) SOUTH CORE: SHOW THE EXHAUST DUCT RUNS AND DUCT   SIZES AT THE MEN'S AND WOMEN'S TOILET ROOMS.   N) SOUTH CORE: IDENTIFY THE 3.5 TON UNIT IN THE PACKAGE   ROOM CLOSET. VERIFY A NON-COMBUSTIBLE DOOR WILL BE   INSTALLED FOR THE CLOSET AND ALL OTHER MECHANICAL   CLOSETS IN THE BUILDING- SECTION 603.1. SHOW THE   LOCATION OF THE PLENUM RETURN GRILL AT THE CLOSET, AND   THE LOCATIONS OF CEILING RETURN GRILLS IN THE LOBBY   LOUNGE. PLEASE INCLUDE DIMENSIONS AND CFM CAPACITIES   FOR EACH GRILL.   O) SOUTH CORE CORRIDOR: THE AC PLAN IS INCOMPLETE.   P) NORTH CORE: NO AC OR MEANS OF VENTILATION SHOWN IN   THE TEL/ELEC ROOM.   Q) NORTH CORE: CLARIFY IF A HP WILL BE INSTALLED FOR   THE FIREMAN'S VESTIBULE IN THE SAME MANNER ONE IS SHOWN   FOR THE SOUTH CORE, AN WHAT EQUIPMENT IS TO BE LOCATED   IN MECH. CL. 127.   R) NORTH CORRIDOR, LOUNGE 2, CLUB DINING: SHOW THE   LOCATIONS OF THE VAV BOXES AND PROVIDE EQUIPMENT   SCHEDULES. INDICATE HOW ACCESS FOR SERVICE AND   REPLACEMENT FOR THE BOXES ABOVE THE CEILING WILL BE   PROVIDED. SHOW THE LOCATION OF THE PLENUM RETURN GRILL   AT THE MECHANICAL CLOSET FOR THE 17.5 T SYSTEM, AND IN   THE CEILINGS OF THE CLUB DINING, LOUNGE 2, AND CORRIDOR   105. PLEASE INCLUDE DIMENSIONS AND CFM CAPACITIES FOR   EACH GRILL.   S) GUEST SUITE 1-1 IS ALSO LABELED GUEST SUITE 1-2.   T) GUEST SUITES 1-1, 2-1, 4, & 4-4: INDICATE HOW   REQUIRED O/A IS BEING SUPPLIED TO THESE SUITES.   U) GUEST SUITES AC CLOSETS: INDICATE HOW ACCESS FOR   SERVICE AND REPLACEMENT OF THE HP-1 UNITS IN THE   CLOSETS WILL BE PROVIDED- THERE ARE NO DOORS SHOWN AT   THE CLOSETS. PLEASE PROVIDE ENLARGED PLAN VIEWS OF THE   CLOSETS INDICATED REQUIRED CLEARANCES, THE MEANS OF   RETURN AIR, PRIMARY AND SECONDARY AND CONDENSATE   DISPOSAL, AND CONDENSER WATER PIPING DIAGRAMS.   V) CLUB DINING AND SERVICE PANTRY: CLARIFY IF ANY   COOKING APPLIANCES WILL BE INSTALLED AND PROVIDE   DETAILS. PLEASE NOTE, TYPE I OR TYPE II EXHAUST HOODS   MAY BE REQUIRED.       14) M2.02:   A) REFER BACK TO COMMENT #8- REQUIRED CLEARANCE   DISTANCES FOR O/A INTAKES AND EXHAUST OUTLETS, AND SHOW   COMPLIANCE.   B) SOUTH: PROVIDE EQUIPMENT SCHEDULES FOR THE SAUNA AND   STEAM ROOM EXHAUST FANS AND SIZING CALCULATIONS. PLEASE   NOTE THE EXHAUST IS NOT SHOWN ACCURATELY PLACED IN THE   WOMEN'S ROOMS, AND NO MAKE-UP AIR IS BEING PROVIDED FOR   EITHER THE MEN'S OR WOMEN'S ROOMS.   C) SOUTH: REQUIRED EXHAUST SYSTEMS FOR THE WOMEN'S   SHOWER AND MEN'S HANDICAP SHOWER NOT SHOWN ON THE PLAN-   TABLE 403.3   D) SOUTH: MECHANICAL CLOSETS ON THE EAST AND WEST SIDES   OF THE CORE BY THE RESTROOMS ARE SHOWN IN THE   ARCHITECTURAL PLANS- PLEASE IDENTIFY THE CLOSETS ON   THIS PLAN AND INDICATE WHAT EQUIPMENT IS CONTAINED IN   THE CLOSETS.   E) SOUTH: PLEASE SHOW THE LOCATIONS OF ALL RETURN   GRILLS AT THE MECH CLOSETS AND AT ALL OF THE CEILINGS   OF THE ROOMS AND THE SPACES. PROVIDE GRILL DIMENSIONS   AND CFM CAPACITIES.   F) ATRIUM: PROVIDE THE DIMENSIONS AND CFM CAPACITY OF   THE RETURN GRILL FOR HP-L2-5.   G) ATRIUM: SHOW THE REQUIRED DUCT SMOKE DETECTOR IN THE   SUPPLY PLENUM OF HP-L2-5.   H) NORTH CORE: PROVIDE AN EXHAUST SYSTEM FOR THE TRASH   ROOM PER TABLE 6-4 ASHRAE 62.1-2010.   I) NORTH CORE: PROVIDE VENTILATION FOR THE STORAGE ROOM   J) NORTH: PLEASE SHOW THE LOCATIONS OF ALL RETURN   GRILLS AT THE MECH CLOSETS AND AT ALL OF THE CEILINGS   OF THE ROOMS AND THE SPACES. PROVIDE GRILL DIMENSIONS   AND CFM CAPACITIES.   K) FIRE DAMPERS MISSING FOR THE 26"X12" DUCTS   PENETRATING THE FIRE-RATED MECHANICAL CLOSET WALLS.   L) NORTH GUEST SUITES: INDICATE HOW REQUIRED O/A IS   BEING SUPPLIED TO THESE SUITES. INDICATE HOW ACCESS FOR   SERVICE AND REPLACEMENT OF THE HP-1 UNITS IN THE   CLOSETS WILL BE PROVIDED- THERE ARE NO DOORS SHOWN AT   THE CLOSETS. PLEASE PROVIDE ENLARGED PLAN VIEWS OF THE   CLOSETS INDICATED REQUIRED CLEARANCES, THE MEANS OF   RETURN AIR, PRIMARY AND SECONDARY AND CONDENSATE   DISPOSAL, AND CONDENSER WATER PIPING DIAGRAMS.   M) PLEASE NOTE THAT SUBJECT TO PLAN REVISIONS BASED ON   STRUCTURAL REVIEW COMMENTS, ADDITIONAL FIRE AND   FIRE/SMOKE DAMPERS FOR DUCTS MAY BE REQUIRED ON BOTH   LOBBY LEVEL-1 AND AMENITY LEVEL-2.       15) M2.03: INCOMPLETE RCP PLANS- THE AC DIFFUSERS AND   GRILLS IN THE ROOMS ARE NOT LABELED AND NO DIMENSIONS   ARE SHOWN. PLEASE REFER TO COMMENT #14(L) PRINTED ABOVE   FOR THE GUEST SUITES ON THIS FLOOR. IDENTIFY ALL HP   UNITS BEING SERVED BY THE SUPPLY AND RETURN WATER   PIPING. DUCT LAYOUT PLANS FOR THE NORTH AND SOUTH CORES   NOT SHOWN       16) M2.05: INCOMPLETE RCP PLANS- THE AC DIFFUSERS AND   GRILLS ARE NOT LABELED IN THE ROOMS AND NO DIMENSIONS   ARE SHOWN. IDENTIFY ALL HP UNITS BEING SERVED BY THE   SUPPLY AND RETURN WATER PIPING TAGS SHOWN. F/S DAMPERS   MISSING AT THE NORTH CORE AC CLOSET AND AT WEST WALL OF   THE NORTH CORE BY CORRIDOR.       17) M2.17- M2.22: INCOMPLETE RCP PLANS- THE AC   DIFFUSERS AND GRILLS ARE NOT LABELED IN THE ROOMS AND   NO DIMENSIONS ARE SHOWN. IDENTIFY ALL HP UNITS BEING   SERVED BY THE SUPPLY AND RETURN WATER PIPING TAGS   SHOWN. F/S DAMPERS MISSING AT NORTH AND SOUTH CORES ON   M2.17- PLEASE CHECK ALL CORES ON ALL PLANS FOR MISSING   DAMPERS.       18) M2.23: INCOMPLETE RCP PLANS- THE AC DIFFUSERS AND   GRILLS ARE NOT LABELED IN THE ROOMS AND NO DIMENSIONS   ARE SHOWN. IDENTIFY ALL HP UNITS BEING SERVED BY THE   SUPPLY AND RETURN WATER PIPING TAGS SHOWN. THERE IS NO   FLOOR PLAN LAYOUT FOR THE SOUTH SIDE SHOWING ROOMS AND   SPACES.       19) M2.25 & M2.25: INCOMPLETE RCP PLANS- THE AC   DIFFUSERS AND GRILLS ARE NOT LABELED IN THE ROOMS AND   NO DIMENSIONS ARE SHOWN. IDENTIFY ALL HP UNITS BEING   SERVED BY THE SUPPLY AND RETURN WATER PIPING TAGS   SHOWN.       20) M2.26 & M2.27   A) PROVIDE COMBUSTION AIR CALCULATIONS FOR THE BOILERS   AND INDICATE HOW THE AIR IS BEING PROVIDED- SEE SECTION   304 FBC-10 FUEL GAS.   B) PROVIDE ENLARGED PLAN AND ELEVATION VIEWS OF THE   BOILERS AND HEAT EXCHANGERS INDICATING REQUIRED WORKING   CLEARANCES AND ID TAGS FOR ALL PARTS AND COMPONENTS.   C) PROVIDE BOILER VENTING PLANS AND DETAILS- INCLUDING   THE TYPES AND SIZES OF VENTS, LENGTH OF THE VENT RUNS,   AND TERMINATION LOCATIONS.   D) PROVIDE EOR REVIEWED AND APPROVED MANUFACTURER'S   SPECS AND SHOP DRAWINGS FOR ALL MECHANICAL EQUIPMENT ON   THE 26TH AND ROOF LEVELS INCLUDING THE BOILERS, HEAT   EXHANGERS, COOLING TOWERS, AND PUMPS. ALL EQUIPMENT   SHALL BE INCLUDED IN THE SUBMITTAL PACKAGE.   E) PROVIDE ENLARGED VIEWS OF THE COOLING TOWERS AND OAU   1 & 2 SHOWING THE REQUIRED CLEARANCE DISTANCES FROM THE   FINISHED ROOF SURFACE TO THE BOTTOM OF THE UNITS.   F) REFER TO SECTION 301.12 AND PROVIDE WIND LOAD   ENGINEERING FOR TIE-DOWN OF ALL MECHANICAL EQUIPMENT   AND COMPONENTS EXPOSED TO WIND ON THE 26TH LEVEL AND   ROOF LEVELS OF THE BUILDING INCLUDING THE COOLING   TOWERS, OAU-1 & 2, THE PRESSURIZATIONS FANS, THE   EXHAUST FANS, THE SUPPLY AND EXHAUST DUCTWORK, PIPE AND   DUCT STANDS ETC. IF THESE DETAILS ARE PROVIDED ON THE   STRUCTURAL AND ARCHITECTURAL PLANS, PLEASE PROVIDE   NOTES INDICATING THE PLAN SHEETS.   G) PLEASE NOTE GUARDS AND PERMANENT LADDERS MAY BE   REQUIRED FOR SOME OF THE EQUIPMENT- REFER TO SECTIONS   304.11 AND 306.5.       21) BASED ON THE PREVIOUS COMMENTS I HAVE PERFORMED   ONLY A CURSORY REVIEW OF THE RESIDENTIAL SUITE PLANS.   IT APPEARS THAT MANY OF THE ISSUES FOUND IN THE   REVIEWED PLANS ARE OCCURRING IN THOSE PLANS ALSO. AT   THIS TIME I AM CONCLUDING MY FIRST REVIEW OF THE PLANS   AND WILL LOOK FORWARD TO A SECOND REVIEW OF THE REVISED   AND CORRECTED PLANS.       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   561-805-6719   [email protected]     Review Stop NFIP NFIP REVIEW ACTIVITY Rev No 1 Status   Date   Cont ID   Sent By   Date   Time   Rev Time 0.00 Received By   Date   Time   Sent To   Notes ***NONE*** Review Stop P PLUMBING Rev No 5 Status P Date 2017-02-06 Cont ID   Sent By gjohnson Date 2017-02-06 Time 16:47 Rev Time 0.00 Received By gjohnson Date 2017-02-06 Time 16:47 Sent To   Notes 2017-02-06 16:48:54 POOL PLANS APPROVED 2/6/17 BY GPJ Review Stop P PLUMBING Rev No 4 Status P Date 2017-02-06 Cont ID   Sent By gjohnson Date 2017-02-06 Time 15:42 Rev Time 0.00 Received By gjohnson Date 2017-01-30 Time 10:11 Sent To   Notes 2017-02-06 15:48:39 PLUMBING APPROVED WITH PROVISO       1. PROVIDE FLOOR PLANS P2-0P21, P2-01,P2-02, P2-03 WITH   ALL THE SANITARY RISERS CLEARLY LABELED TO MATCH   ISOMETRIC DRAWINGS.       2. SHTS. P5-03C,D,E PLEASE SHOW THE LEVELS ON THE   ISOMETRIC DRAWINGS.       GEORGE JOHNSON   PLUMBING PLANS EXAMINER LL   CITY OF WEST PALM BEACH   DEVELOPMENT SERVICES   BUILDING DIVISION   561-805-6711   [email protected]         Review Stop P PLUMBING Rev No 3 Status F Date 2016-12-29 Cont ID   Sent By gjohnson Date 2016-12-29 Time 13:36 Rev Time 0.00 Received By gjohnson Date 2016-12-03 Time 08:57 Sent To   Notes 2016-12-29 13:36:00 3RD REVIEW       GEORGE JOHNSON   PLUMBING PLANS EXAMINER LL   CITY OF WEST PALM BEACH   DEVELOPMENT SERVICES   BUILDING DIVISION   561-805-6711   [email protected]       PLUMBING COMMENTS: FROM 1ST REVIEW HAVE NOT BEEN FULLY   COMPLIED       41.PROVIDE MANUFACTURE SPEC SHEETS FOR ALL PUMPS   ,THERMOSTATIC MIXING VALVES, TANKS, WATER HEATERS ECT.   PER WPB AMEND. TO FBC SEC. 107.2.1 THE DETAILLS ON THE   PLANS ARE NOT THE MANUFACTURE SPECIFICATION THESE CAN   BE A DEFERRED SUBMITTAL.       45.SHOW CONNECTION OF IRRIGATION SYSTEM ON WATER RISER   DIAGRAM.   PER WPB AMEND. TO FBC SEC. 107.2.1 A BACK FLOW IS   REQUIRED       47.SHT.M4-02 NOTE ON GENERATOR DETAIL STATES THAT FUEL   PIPPING IS TO BE DONE BY ELECTRICAL CONTRACTOR. THAT IS   NOT IN THERE SCOPE OF REG ALLOWED BY THE STATE PLEASE   CLARIFY. SHEET HAS NOT BEEN REVISED       51.PROVIDE PROVIDE DETAILED PIPING RISER DIAGRAM FOR   DIESEL FUEL PIPING.   PER WPB AMEND. TO FBC SEC. 107.2.1 PROVIDE SIZE AND   TYPE OF PIPING       2ND REVIEW COMMENTS: NOT COMPLIED       6. PROVIDE A NOTE FOR BACKFLOW ON POOL FILL. PER WPB   AMEND. TO FBC SEC. 107.2.1       7. PLEASE PROVIDE PLUMBING FLOOR PLAN-FOR LEVEL 1 AND   2-3 ASININITY'S WITH GRID LINES 9-17 . PER WPB AMEND.   TO FBC SEC. 107.2.1 SHT. P2-52B IS MISSING.       8. SHT. P5-28 THE HOT AND COLD WATER ISOMETRIC FOR SPA   IS MISSING THE 2 SHOWERS IN WOMENS SPA. PER WPB AMEND.   TO FBC SEC. 107.2.1       9. SHT. P5-01+02 DOES NOT SHOW BRANCHES FOR AMENITY'S   AND GUEST SUITES PLEASE CLARIFY. PER WPB AMEND. TO FBC   SEC. 107.2.1       12. PLEASE PROVIDE HOT AND COLD WATER ISOMETRICS FOR   UNITS ON LEVELS 18,19, PH 20,26 PER WPB AMEND. TO FBC   SEC. 107.2.1 A ISOMETRIC THAT IS SIMILAR DOES NOT   COMPLY ALL FIXTURES MUST BE SHOWN!       15. SHT. P5-27 ISOMETRIC FOR UNIT C IS MISSING THE   LAUNDRY SINK. PER WPB AMEND. TO FBC SEC. 107.2.1       16. SHT. P5-01 SHOW CONNECTION FOR TRASH SHOOT WASH   RING ON RISER. PER WPB AMEND. TO FBC SEC. 107.2.1       22. P5-23 SHOWS 12IN LINE FROM POOL DECK DRAINS SHT   P5-04 SHOWS 8IN CLARIFY. PER WPB AMEND. TO FBC SEC.   107.2.1           27. SHT. P-28 SHOWS 2 SINKS NEXT TO WASHING MACHINES I   COULD NOT FIND THEM ON THE FLOOR PLAN. PER WPB AMEND.   TO FBC SEC. 107.2.1 SHOW ON PLUMBING FLOOR PLAN!       28. P5-06 LABEL RISER AN AND INDICATE LOCATION ON FLOOR   PLAN. PER WPB AMEND. TO FBC SEC. 107.2.1       29. P5-06 THRU 21 ISOMETRICS ARE UNCLEAR WHERE PIPES   CONNECT SOME PIPES DO NOT CONNECT . PROVIDE A CLEAR AND   CONCISE DRAWING SHOWING ALL PIPE SIZING AND VENT STACKS   VS SOIL STACKS , EXPAND THE ISOMETRICS LARGER SO   BATHROOM GROUPS DON'T RUN TOGETHER AND APPEAR TO   CONNECT.LABEL EACH ISOMETRIC WITH LOCATION OR FLOOR   LEVEL. PER WPB AMEND. TO FBC SEC. 107.2.1       3RD REVIEW:       1. SHT. P5-03D AND 03E LABEL LOCATION OF EACH ISOMETRIC   AND EXPAND EACH ISOMETRIC. PER WPB AMEND TO FBC 107.2.1       2. SHT. A0-45 THE FLORIDA BUILDING ACCESSIBILITY CODE   SHOULD BE 2014 5TH EDITION NOT 2012       3. SHT. A0-45B THE ACCESSIBLE SHOWERS SHALL COMPLY WITH   FBC ACC 608 IF YOUR GOING TO USE TH ALTERNATE ROLL IN   TYPE SHOWER COMPARTMENTS SHALL BE 36 INCHES WIDE EXACT.   THE WAY THEY ARE DESIGNED NOW IS NOT COMPLIANT.       4. SHT. A0-45B THE BATHROOM IN THE WOMENS SPA THE   CLEARANCE AROUND THE THE TOILET CAN NOT HAVE ANY THING   ELSE IN IT THE WING WALL ON THE RIGHT SIDE OF THE   TOILET DOES NOT COMPLY. PER FBC ACC 604.3.2       5. PLEASE PROVIDE DETAILS FOR HIGHT DIMENSIONS FOR   ACCESSIBILITY IN COMMON AREAS. PER WPB AMEND TO FBC   107.2.1       6. SHT. P5-03B S16 ON LEVEL 16 IS MISSING THE SHOWER IN   MASTER BATHROOM BETWEEN HIS AND HERS UNIT C. PER WPB   AMEND TO FBC 107.2.1       7. SHT P5-03B S13 SHOWS A SHOWER THE FLOOR PLAN SHOWS A   T8UB PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1       8. SHT. P2-54E-F THE WALLS AND FIXTURES DID NOT SHOW UP   PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1       9. SHT. P5- 03B S10 SHOWS DOUBLE LAVS AND A SHOWER THE   FLOOR PLAN SHOWS A TUB AND A SINGLE LAV PLEASE CLARIFY.   PER WPB AMEND TO FBC 107.2.1       10. SHT. P2-54C BATH 4 SHOWS ATUB S11 SHOWS A SHOWER   PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1       11. SHT. P5 -11 RISER TAGS MISSING PLEASE CLARIFY. PER   WPB AMEND TO FBC 107.2.1       12. SHT. P2-54C+ B REMOVE NOTE ON KITCHEN REFERRING TO   AAV IF A LOOP VENT IS BEING USED. PLEASE CLARIFY. PER   WPB AMEND TO FBC 107.2.1       13. IF THE OIL SEPARATOR IS INSTALLED IN A PIT A DRAIN   IS REQUIRED. PER WPB AMEND TO FBC 107.2.1       14. SHT. P5-01 ON LEVEL 3 THE RISER FOR HW-9 SHOWS 1"   THE DETAIL ON SHT. P5-28 SHOWS 11/2 FOR HW-9 + CW-9 .   PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1       15. SHT.P5-01 + 02 THE BRANCHES FOR LEVELS 1,2,3 ARE   NOT SHOWN . PLEASE CLARIFY. PER WPB AMEND TO FBC   107.2.1       16. SHT. P5-27 THE RISER DETAI FOR TYP. UNIT A 5-17 IS   MISSING BATH2 . PLEASE CLARIFY. PER WPB AMEND TO FBC   107.2.1       IN ORDER TO EXPEDITE THIS PERMIT I WOULD ADVISE A   MEETING TO GO OVER COMMENT AND CLARIFY ANY ISSUES   PLEASE CONTACT ME. [email protected] OR 561-805-6711       DUE TO THE DEFICIENCIES OF THIS PLAN A COMPLETE AND   THOROUGH REVIEW CANNOT BE DONE AT THIS TIME. UPON   RESUBMITTAL THERE MAYBE ADDITIONAL COMMENTS.                       POOL COMMENTS:       1. POOL ,HOT SPA POOL , HIS AND HER JACUZZIS AND ALL   WATER FEATURES REQUIRE SEPARATE PERMIT FROM MAIN   BUILDING.\   2. SHALL OBTAIN OPERATING PERMIT FROM PALM BEACH COUNTY   HEALTH DEPARTMENT. SHOW NOTE ON PLAN   PER FBC SEC. 454   NOTE: OTHER ADMINISTRATIVE AND PROGRAMMATIC PROVISIONS   APPLY. SEE DEPARTMENT OF HEALTH (DOH) RULE 64E-9,   FLORIDA ADMINISTRATIVE CODE AND CHAPTER 514, FLORIDA   STATUTES. THE REGULATION AND ENFORCEMENT OF THE INITIAL   AND ANNUAL OPERATION PERMIT FOR PUBLIC POOLS ARE   PREEMPTED TO THE DOH. THE CONSTRUCTION PERMIT HOLDER IS   RESPONSIBLE FOR OBTAINING AN OPERATION PERMIT ISSUED BY   DOH, AS A PUBLIC SWIMMING POOL SHALL NOT BE PUT INTO   OPERATION WITHOUT AN INSPECTION AND OPERATION PERMIT   ISSUED FROM THE DOH. DOH MAY GRANT VARIANCES FROM THE   PROVISIONS OF THE FLORIDA BUILDING CODE SPECIFICALLY   PERTAINING TO PUBLIC SWIMMING POOLS AND BATHING PLACES   AS AUTHORIZED BY SECTION 514.0115, FLORIDA STATUTES.   BUILDING OFFICIALS SHALL RECOGNIZE AND ENFORCE VARIANCE   ORDERS ISSUED BY THE DEPARTMENT OF HEALTH PURSUANT TO   SECTION 514.0115(5), FLORIDA STATUTES INCLUDING ANY   CONDITIONS ATTACHED TO THE GRANTING OF THE VARIANCE.           14. ONE URINAL IS REQUIRED IN MEN?S POOL BATHROOM. PER   FBC PL TABLE 403.6 AND SEC 403.6 SHT. A2.52B DOES NOT   SHOW URINAL IN MENS BATHROOM.       18. SHOW COMPLIANCE FOR OZONE EQUIPMENT ROOM   VENTILATION MUST COMPLY WITH FBC SEC. 545.1.6.5.16.4.5   PLEASE PROVIDE SHT. NUMBERS       24. PROVIDE MSDS SHEETS FOR ALL CHEMICALS USED. PER WPB   AMEND. TO FBC 107.2.       28. OZONE GENERATING EQUIPMENT ELECTRICAL COMPONENTS   AND WIRING SHALL COMPLY WITH THE REQUIREMENTS OF   CHAPTER 27 OF THIS CODE AND THE MANUFACTURER SHALL   PROVIDE A CERTIFICATE OF CONFORMANCE. THE PROCESS   EQUIPMENT SHALL BE PROVIDED WITH AN EFFECTIVE MEANS TO   ALERT THE USER WHEN A COMPONENT OF THIS EQUIPMENT IS   NOT OPERATING PER FBC 454.1.6.5.16.4.1 SHOW NOTE ON   PLAN       29. PROVIDE SPECS FOR CHANNEL DRAINS FOR SPAL. PER WPB   AMEND. TO FBC SEC. 107.2.1       NEW COMMENTS       1. FOR THE TRANSFER WALL AT HOT SPA SHOW COMPLIANCE   WITH FBC ACC (A) 1009.4.1 CLEAR DECK SPACE.   A CLEAR DECK SPACE OF 60 INCHES (1525 MM) MINIMUM BY 60   INCHES (1525 MM) MINIMUM WITH A SLOPE NOT STEEPER THAN   1:48 SHALL BE PROVIDED AT THE BASE OF THE TRANSFER   WALL. WHERE ONE GRAB BAR IS PROVIDED, THE CLEAR DECK   SPACE SHALL BE CENTERED ON THE GRAB BAR. WHERE TWO GRAB   BARS ARE PROVIDED, THE CLEAR DECK SPACE SHALL BE   CENTERED ON THE CLEARANCE BETWEEN THE GRAB BARS.   (B)1009.4.2 HEIGHT.   THE HEIGHT OF THE TRANSFER WALL SHALL BE 16 INCHES (405   MM) MINIMUM AND 19 INCHES (485 MM) MAXIMUM MEASURED   FROM THE DECK.   (C)1009.4.5 GRAB BARS.   AT LEAST ONE GRAB BAR COMPLYING WITH 609 SHALL BE   PROVIDED ON THE TRANSFER WALL. GRAB BARS SHALL BE   PERPENDICULAR TO THE POOL WALL AND SHALL EXTEND THE   FULL DEPTH OF THE TRANSFER WALL. THE TOP OF THE   GRIPPING SURFACE SHALL BE 4 INCHES (100 MM) MINIMUM AND   6 INCHES (150 MM) MAXIMUM ABOVE TRANSFER WALLS. WHERE   ONE GRAB BAR IS PROVIDED, CLEARANCE SHALL BE 24 INCHES   (610 MM) MINIMUM ON BOTH SIDES OF THE GRAB BAR. WHERE   TWO GRAB BARS ARE PROVIDED, CLEARANCE BETWEEN GRAB BARS   SHALL BE 24 INCHES (610 MM) MINIMUM.       2. DETAILS NOT SHOWN FOR BACKFLOW /AIR GAP ON FILL   LINES AND OVER FLOW FILL LINE BOX FOR WATER FEATURE.   PER WPB AMEND TO FBC 107.2.1       3. THE CRYSTAL FOUNTAIN SHOWS AN OVERFLOW CONNECTING TO   A SEWER YOU SHALL RECEIVE APPROVAL FROM ENGINEERING   DEPARTMENT TO CONNECT ANY OVERFLOW FROM WATER FEATURES   OR POOL EQUIPMENT CONTACT MANUEL GONZALEZ 561-494-1085                               DO TO THE DEFICIENCY'S AND SOME SHEETS BEING UNCLEAR A   COMPLETE AND COMPREHENSIVE REVIEW OF THE PLUMBING   SYSTEMS CAN NOT BE COMPLETED AT THIS TIME. THIS MAY   GENERATE MORE COMMENTS UPON SECOND REVIEW.                                                                             Review Stop P PLUMBING Rev No 2 Status F Date 2016-08-31 Cont ID   Sent By gjohnson Date 2016-08-31 Time 16:15 Rev Time 0.00 Received By gjohnson Date 2016-08-01 Time 16:19 Sent To   Notes 2016-08-11 08:55:42 2ND REVIEW               GEORGE JOHNSON   PLUMBING PLANS EXAMINER LL   CITY OF WEST PALM BEACH   DEVELOPMENT SERVICES   BUILDING DIVISION   561-805-6711   [email protected]           PLUMBING COMMENTS:       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected]       PLUMBING COMMENTS: FROM 1ST REVIEW HAVE NOT BEEN FULLY   COMPLIED       1. SHT. A6-70F DETAIL 3 IS CALLING OUT BATH 2 FOR SPEC   B FHA, DETAIL 2 IS CALLING OUT BATH 2 AS STANDARD ,IT   APPEARS TO BE A TYPO PLEASE CLARIFY.   PER WPB AMEND. TO FBC SEC. 107.2.1   2. SHOLL WHICH BATHROOM IS DESIGNATED FOR FHA UNIT   21A-21B.   PER WPB AMEND. TO FBC SEC. 107.2.1           5. SHOW ACCESSIBILITY LEVEL FOR AMENITY BATH ROOMS ON   LEVEL 1-3.   PER WPB AMEND. TO FBC SEC. 107.2.1       11. SHT. P5-01 SHOWS 6IN. CW RISER RUNNING UP FROM   PUMPS TO BLADDER TANKS WHERE DOES IT CONNECT WITH THE   REST OF THE WATER RISER PLEASE CLARIFY.   PER WPB AMEND. TO FBC SEC. 107.2.1       14.INDICATE DIRECTION OF FLOW MORE CLEARLY ON HOT WATER   RECIRCULATION SYSTEM.   PER WPB AMEND. TO FBC SEC. 107.2.1       16.SHT. P5-13 SHOWS S-13A NOT SHOWN ON P5-05 PLEASE   CLARIFY.   PER WPB AMEND. TO FBC SEC. 107.2.1           31. SHT.P2-01 DD-2 BETWEEN LINES 1-2 AND A-D IS MISSING   ON RISER DIAGRAM ON SHT. P5-24 ALSO MISSING PD BETWEEN   LINES 1-2 A-D.   PER WPB AMEND. TO FBC SEC. 107.2.1       34.SHT. C3-01 SHOWS EXISTING SEWER TO BE USED AS DRAIN   FOR FOUNTAIN. WATER FROM FOUNTAIN POOLS AND WATER   FEATURES SHALL NOT DRAIN INTO SANITARY PER. WPB ORD.   SEC. 90-126.(5)   35. PROVIDE CALCULATIONS FOR STORM SUMP PUMP AND OIL   SAND SEPARATORS.   PER WPB AMEND. TO FBC SEC. 107.2.1   36. SHT. P5-24 SHORT TRENCH DRAINS MISSING SQ FT CALC .   PLEASE PROVIDE.   PER WPB AMEND. TO FBC SEC. 107.2.1       39. PROVIDE MANUFACTURE SECS FOR OIL SAND SEPARATOR.   PER WPB AMEND. TO FBC SEC. 107.2.1       41.PROVIDE MANUFACTURE SPEC SHEETS FOR ALL PUMPS   ,THERMOSTATIC MIXING VALVES, TANKS, WATER HEATERS ECT.   PER WPB AMEND. TO FBC SEC. 107.2.1       45.SHOW CONNECTION OF IRRIGATION SYSTEM ON WATER RISER   DIAGRAM.   PER WPB AMEND. TO FBC SEC. 107.2.1   46. SEPARATE PERMITS REQUIRED FOR BACKFLOW PREVENTER'S   AT METERS. FOR IRRIGATION, DOMESTIC, AND COOLING TOWERS   POOL FILL,FIRE   47.SHT.M4-02 NOTE ON GENERATOR DETAIL STATES THAT FUEL   PIPPING IS TO BE DONE BY ELECTRICAL CONTRACTOR. THAT IS   NOT IN THERE SCOPE OF REG ALLOWED BY THE STATE PLEASE   CLARIFY.       51.PROVIDE PROVIDE DETAILED PIPING RISER DIAGRAM FOR   DIESEL FUEL PIPING.   PER WPB AMEND. TO FBC SEC. 107.2.1   52. WHERE DOES THE SUMP DRAINS ON FUEL PUMPS DISCHARGE   TO.   PER WPB AMEND. TO FBC SEC. 107.2.1       IN YOUR RESPONSE LETTER MANY OF YOUR NARRATIVES JUST   SAY REFER TO REVISED SHEET THIS DOES NOT GIVE ME MUCH   INFORMATION. IF YOU COULD REFERENCE A SPECIFIC SHEET IT   WOULD GREATLY EXPEDITE MY PLAN REVIEW PROCESS AND BE   GREATLY APPRECIATED THANK YOU.           2ND REVIEW COMMENTS:       1. IN REFERENCE TO PREVIOUS COMMENT #5 PLEASE PROVIDE   DETAILS SHOWING COMPLIANCE WITH TH E FBC ACC. SHOW ALL   THE HEIGHTS OF GRAB BARS, TOILET SEATS, LAVATORY'S,   MIRRORS, TOILET PAPER DISPENSERS, SHOWER CONTROL   LOCATIONS AND SHOWER SEATS, DRINKING FOUNTAIN SHOW   CLEAR FLOOR SPACE FOR ALL FIXTURES. PER WPB AMEND. TO   FBC SEC. 107.2.1       2. SHT. A2-52A SHOW INSIDE DIMENSIONS OF BATHROOMS   207-205. PER WPB AMEND. TO FBC SEC. 107.2.1       3. BATHROOMS NEXT TO JACUZZI IN MENS AND WOMENS SPA   SHALL BE ACCESSIBLE.PER FBC ACC. 213.2       4. USING YOUR OCCUPANT TYPE AND LOAD FROM SHT. A0-32 I   HAVE DETERMINED THAT ON THE 1ST LEVEL ( LOBBY) IT IS   REQUIRED TO HAVE 4 WATER CLOSETS FOR THE MEN AND 4 FOR   THE WOMEN 6 LAVS 2 DRINKING FOUNTAINS AND 1 SERVICE   SINK . IT APPEARS THAT YOU ARE SHORT 3 WATER CLOSETS 5   LAVS PER SEX AND 2 DRINKING FOUNTAIN AND 1 SERVICE   SINK. PER FBC PL TABLE 403.1       5. 4. USING YOUR OCCUPANT TYPE AND LOAD FROM SHT. A0-33   I HAVE DETERMINED THAT ON THE 2ND LEVEL (AMENITY'S) IT   IS REQUIRED TO HAVE 3 WATER CLOSETS FOR THE MEN AND 4   FOR THE WOMEN 2 LAVS PER SEX 2 DRINKING FOUNTAINS AND 1   SERVICE SINK . IT APPEARS THAT YOU ARE SHORT 1 WATER   CLOSET-FOR THE WOMEN 2 DRINKING FOUNTAIN AND 1 SERVICE   SINK. PER FBC PL TABLE 403.1       6. PROVIDE A NOTE FOR BACKFLOW ON POOL FILL. PER WPB   AMEND. TO FBC SEC. 107.2.1       7. PLEASE PROVIDE PLUMBING FLOOR PLAN-FOR LEVEL 1 AND   2-3 ASININITY'S WITH GRID LINES 9-17 . PER WPB AMEND.   TO FBC SEC. 107.2.1       8. SHT. P5-28 THE HOT AND COLD WATER ISOMETRIC FOR SPA   IS MISSING THE 2 SHOWERS IN WOMENS SPA. PER WPB AMEND.   TO FBC SEC. 107.2.1       9. SHT. P5-01+02 DOES NOT SHOW BRANCHES FOR AMENITY'S   AND GUEST SUITES PLEASE CLARIFY. PER WPB AMEND. TO FBC   SEC. 107.2.1       10. SHT. P5-27 ISOMETRICS FOR UNITS 3,7,11 ARE MISSING   THE WATER CLOSET AND LAVATORY'S. PER WPB AMEND. TO FBC   SEC. 107.2.1       11. SHT. P5-27 THE PIPE SIZING IS TO LITE TO BE EASILY   READ PLEASE CHECK ALL SHEETS AND CORRECT. PER WPB   AMEND. TO FBC SEC. 107.2.1       12. PLEASE PROVIDE HOT AND COLD WATER ISOMETRICS FOR   UNITS ON LEVELS 18,19, PH 20,26 PER WPB AMEND. TO FBC   SEC. 107.2.1       13. SHT. P5-27 ISOMETRIC FOR UNIT A IS MISSING THE TUB   IN THE BATHROOM AT GRID LINES S+6 ON SHT. P2-54C. PER   WPB AMEND. TO FBC SEC. 107.2.1       13 SHT P5-27 THE ISOMETRIC FOR UNIT B IS MISSING THE   LAV IN THE BATHROOM AT GRID LINES P-8.5 ON SHT P2-54C.   PER WPB AMEND. TO FBC SEC. 107.2.1       14. SHT.P5-27 THE BATHROOM ON GRID LINES P.5-6 ON SHT   P2-54C IS SHOWN AS A SHOWER ON THE ISOMETRIC AND A TUB   ON THE FLOOR PLAN PLEASE CLARIFY. PER WPB AMEND. TO FBC   SEC. 107.2.1       15. SHT. P5-27 ISOMETRIC FOR UNIT C IS MISSING THE   LAUNDRY SINK. PER WPB AMEND. TO FBC SEC. 107.2.1       16. SHT. P5-01 SHOW CONNECTION FOR TRASH SHOOT WASH   RING ON RISER. PER WPB AMEND. TO FBC SEC. 107.2.1       17. SHT. P5-01 AT THE MECHANICAL LEVEL IT SHOWS THE 4IN   AND 6IN CW CONNECTING TOGETHER CONNECTING TWICE PROVIDE   A RISER THAT CLEARLY SHOWS WHERE PIPES CONNECT AND   WHERE THEY CROSS. PER WPB AMEND. TO FBC SEC. 107.2.1       18. UNABLE TO LOCATE SANITARY RISER FROM LEVEL 16 DOWN.   PER WPB AMEND. TO FBC SEC. 107.2.1       19. SHT P5-06 LABEL STACKS AND INDICATE ON THE DRAWING   FLOOR LEVEL . PER WPB AMEND. TO FBC SEC. 107.2.1       20. SHT P5-03-10 FIXTURE LAYOUT AND PIPE SIZING DO NOT   MATCHISOMETRCS ON P5-10 THEYE UNCLEAR AND DON'T SEAM TO   BE COMPLETE SOME OF THE BRANCHES SEAM TO CONNECT AT TWO   DIFFERENT STACKS SOME STACKS DON'T CONNECT ANY WHERE.   PLEASE CLARIFY. PER WPB AMEND. TO FBC SEC. 107.2.1       21. PLEASE LABEL STORM RISERS ON THE ISOMETRIC DRAWINGS   PER WPB AMEND. TO FBC SEC. 107.2.1       22. P5-23 SHOWS 12IN LINE FROM POOL DECK DRAINS SHT   P5-04 SHOWS 8IN CLARIFY. PER WPB AMEND. TO FBC SEC.   107.2.1       23. SHT- 23 DETAIL #2 I WAS UNABLE TO LOCATE THESE   DRAINS ON FOR PLANS LABEL WITH LOCATION. PER WPB AMEND.   TO FBC SEC. 107.2.1       24. SHT P5-04 PROVIDE SQFT ON RISERS. PER WPB AMEND. TO   FBC SEC. 107.2.1       25. SHT. P5-21 INDICATE ON PLAN AT WHAT PITCH THE   PIPING WILL BE INSTALLED AND-SHOW SQFT ON EACH SECTION   OF PIPE. PER WPB AMEND. TO FBC SEC. 107.2.1       26. SHT. P5-21 THE ISOMETRIC FOR RD 11,19,20,21IT IS   UNCLEAR HOW OR WHERE TO THE RISERS. PER WPB AMEND. TO   FBC SEC. 107.2       27. SHT. P-28 SHOWS 2 SINKS NEXT TO WASHING MACHINES I   COULD NOT FIND THEM ON THE FLOOR PLAN. PER WPB AMEND.   TO FBC SEC. 107.2.1       28. P5-06 LABEL RISER AN AND INDICATE LOCATION ON FLOOR   PLAN. PER WPB AMEND. TO FBC SEC. 107.2.1       29. P5-07THRU21 ISOMETRICS ARE UNCLEAR WHERE PIPES   CONNECT SOME PIPES DO NOT CONNECT . PROVIDE A CLEAR AND   CONCISE DRAWING SHOWING ALL PIPE SIZING AND VENT STACKS   VS SOIL STACKS , YOU MAY HAVE TO EXPAND THE ISOMETRICS   LARGER SO BATHROOM GROUPS DON'T RUN TOGETHER AND APPEAR   TO CONNECT. PER WPB AMEND. TO FBC SEC. 107.2.1           IN YOUR RESPONSE LETTER MANY OF YOUR NARRATIVES JUST   SAY REFER TO REVISED SHEET THIS DOES NOT GIVE ME MUCH   INFORMATION. IF YOU COULD REFERENCE A SPECIFIC SHEET IT   WOULD GREATLY EXPEDITE MY PLAN REVIEW PROCESS AND BE   GREATLY APPRECIATED THANK YOU.       DUE TO THE DEFICIENCIES OF THIS PLAN A COMPLETE AND   THOROUGH REVIEW CANNOT BE DONE AT THIS TIME. UPON   RESUBMITTAL THERE MAYBE ADDITIONAL COMMENTS.                       POOL COMMENTS:       1. POOL ,HOT SPA POOL , HIS AND HER JACUZZIS AND ALL   WATER FEATURES REQUIRE SEPARATE PERMIT FROM MAIN   BUILDING.\   2. SHALL OBTAIN OPERATING PERMIT FROM PALM BEACH COUNTY   HEALTH DEPARTMENT. SHOW NOTE ON PLAN   PER FBC SEC. 454   NOTE: OTHER ADMINISTRATIVE AND PROGRAMMATIC PROVISIONS   APPLY. SEE DEPARTMENT OF HEALTH (DOH) RULE 64E-9,   FLORIDA ADMINISTRATIVE CODE AND CHAPTER 514, FLORIDA   STATUTES. THE REGULATION AND ENFORCEMENT OF THE INITIAL   AND ANNUAL OPERATION PERMIT FOR PUBLIC POOLS ARE   PREEMPTED TO THE DOH. THE CONSTRUCTION PERMIT HOLDER IS   RESPONSIBLE FOR OBTAINING AN OPERATION PERMIT ISSUED BY   DOH, AS A PUBLIC SWIMMING POOL SHALL NOT BE PUT INTO   OPERATION WITHOUT AN INSPECTION AND OPERATION PERMIT   ISSUED FROM THE DOH. DOH MAY GRANT VARIANCES FROM THE   PROVISIONS OF THE FLORIDA BUILDING CODE SPECIFICALLY   PERTAINING TO PUBLIC SWIMMING POOLS AND BATHING PLACES   AS AUTHORIZED BY SECTION 514.0115, FLORIDA STATUTES.   BUILDING OFFICIALS SHALL RECOGNIZE AND ENFORCE VARIANCE   ORDERS ISSUED BY THE DEPARTMENT OF HEALTH PURSUANT TO   SECTION 514.0115(5), FLORIDA STATUTES INCLUDING ANY   CONDITIONS ATTACHED TO THE GRANTING OF THE VARIANCE.           14. ONE URINAL IS REQUIRED IN MEN?S POOL BATHROOM. PER   FBC PL TABLE 403.6 AND SEC 403.6 SHT. A2.52B DOES NOT   SHOW URINAL IN MENS BATHROOM.       18. SHOW COMPLIANCE FOR OZONE EQUIPMENT ROOM   VENTILATION MUST COMPLY WITH FBC SEC. 545.1.6.5.16.4.5   PLEASE PROVIDE SHT. NUMBERS       24. PROVIDE MSDS SHEETS FOR ALL CHEMICALS USED. PER WPB   AMEND. TO FBC 107.2.       28. OZONE GENERATING EQUIPMENT ELECTRICAL COMPONENTS   AND WIRING SHALL COMPLY WITH THE REQUIREMENTS OF   CHAPTER 27 OF THIS CODE AND THE MANUFACTURER SHALL   PROVIDE A CERTIFICATE OF CONFORMANCE. THE PROCESS   EQUIPMENT SHALL BE PROVIDED WITH AN EFFECTIVE MEANS TO   ALERT THE USER WHEN A COMPONENT OF THIS EQUIPMENT IS   NOT OPERATING PER FBC 454.1.6.5.16.4.1 SHOW NOTE ON   PLAN       29. PROVIDE SPECS FOR CHANNEL DRAINS FOR SPAL. PER WPB   AMEND. TO FBC SEC. 107.2.1       NEW COMMENTS       1. FOR THE TRANSFER WALL AT HOT SPA SHOW COMPLIANCE   WITH FBC ACC (A) 1009.4.1 CLEAR DECK SPACE.   A CLEAR DECK SPACE OF 60 INCHES (1525 MM) MINIMUM BY 60   INCHES (1525 MM) MINIMUM WITH A SLOPE NOT STEEPER THAN   1:48 SHALL BE PROVIDED AT THE BASE OF THE TRANSFER   WALL. WHERE ONE GRAB BAR IS PROVIDED, THE CLEAR DECK   SPACE SHALL BE CENTERED ON THE GRAB BAR. WHERE TWO GRAB   BARS ARE PROVIDED, THE CLEAR DECK SPACE SHALL BE   CENTERED ON THE CLEARANCE BETWEEN THE GRAB BARS.   (B)1009.4.2 HEIGHT.   THE HEIGHT OF THE TRANSFER WALL SHALL BE 16 INCHES (405   MM) MINIMUM AND 19 INCHES (485 MM) MAXIMUM MEASURED   FROM THE DECK.   (C)1009.4.5 GRAB BARS.   AT LEAST ONE GRAB BAR COMPLYING WITH 609 SHALL BE   PROVIDED ON THE TRANSFER WALL. GRAB BARS SHALL BE   PERPENDICULAR TO THE POOL WALL AND SHALL EXTEND THE   FULL DEPTH OF THE TRANSFER WALL. THE TOP OF THE   GRIPPING SURFACE SHALL BE 4 INCHES (100 MM) MINIMUM AND   6 INCHES (150 MM) MAXIMUM ABOVE TRANSFER WALLS. WHERE   ONE GRAB BAR IS PROVIDED, CLEARANCE SHALL BE 24 INCHES   (610 MM) MINIMUM ON BOTH SIDES OF THE GRAB BAR. WHERE   TWO GRAB BARS ARE PROVIDED, CLEARANCE BETWEEN GRAB BARS   SHALL BE 24 INCHES (610 MM) MINIMUM.       2. DETAILS NOT SHOWN FOR BACKFLOW /AIR GAP ON FILL   LINES AND OVER FLOW FILL LINE BOX FOR WATER FEATURE.   PER WPB AMEND TO FBC 107.2.1       3. THE CRYSTAL FOUNTAIN SHOWS AN OVERFLOW CONNECTING TO   A SEWER YOU SHALL RECEIVE APPROVAL FROM ENGINEERING   DEPARTMENT TO CONNECT ANY OVERFLOW FROM WATER FEATURES   OR POOL EQUIPMENT CONTACT MANUEL GONZALEZ 561-494-1085                               DO TO THE DEFICIENCY'S AND SOME SHEETS BEING UNCLEAR A   COMPLETE AND COMPREHENSIVE REVIEW OF THE PLUMBING   SYSTEMS CAN NOT BE COMPLETED AT THIS TIME. THIS MAY   GENERATE MORE COMMENTS UPON SECOND REVIEW.                                                                             Review Stop P PLUMBING Rev No 1 Status F Date 2016-02-02 Cont ID   Sent By gjohnson Date 2016-01-28 Time   Rev Time 0.00 Received By gjohnson Date 2016-01-28 Time 15:50 Sent To   Notes 2016-02-01 14:58:47 GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected]       PLUMBING COMMENTS:       1. SHT. A6-70F DETAIL 3 IS CALLING OUT BATH 2 FOR SPEC   B FHA, DETAIL 2 IS CALLING OUT BATH 2 AS STANDARD ,IT   APPEARS TO BE A TYPO PLEASE CLARIFY.   PER WPB AMEND. TO FBC SEC. 107.2.1   2. SHOLL WHICH BATHROOM IS DESIGNATED FOR FHA UNIT   21A-21B.   PER WPB AMEND. TO FBC SEC. 107.2.1   3.SHT. A2-75A REFERS TO A2-60A THEY DO NOT MATCH PLEASE   CLARIFY.   PER WPB AMEND. TO FBC SEC. 107.2.1   4.SHOW HEIGHT OF SINK IN ADMINISTRATION OFFICE TO   COMPLY WITH FBC ACC. SEC. 606.3   5. SHOW ACCESSIBILITY LEVEL FOR AMENITY BATH ROOMS ON   LEVEL 1-3.   PER WPB AMEND. TO FBC SEC. 107.2.1   6. SHT. P5-01 AND P5-01 THE LINES FOR FLOOR LEVELS AND   WATER PIPES LOOK THE SAME. PROVIDE CLEAR ISOMETRIC   WATER RISER DIAGRAM.   PER WPB AMEND. TO FBC SEC. 107.2.1   7. PROVIDE AN EXPANDED ISOMETRIC HOT AND COLD WATER   RISER DIAGRAM FOR UNITS AND AMENITYS AND GUEST SUITES.   PER WPB AMEND. TO FBC SEC. 107.2.   8.LABEL WATER RISERS TO COINCIDE WITH UNIT DESIGNATION.   PER WPB AMEND. TO FBC SEC. 107.2.1   9. WATER HAMMER ARRESTOR REQUIRED FOR TRASH SHUTE FLUSH   RING TO COMPLY WITH FBC PL.SEC. 604.9   10. PROVIDE ISOMETRIC FOR COOLING TOWER FILL PIPING.   PER WPB AMEND. TO FBC SEC. 107.2.1   11. SHT. P5-01 SHOWS 6IN. CW RISER RUNNING UP FROM   PUMPS TO BLADDER TANKS WHERE DOES IT CONNETC WITH THE   REST OF THE WATER RISER PLEASE CLARIFY.   PER WPB AMEND. TO FBC SEC. 107.2.1   12. PROVIDE HOT WATER ISOMETRIC.RISER DIAGRAM.   PER WPB AMEND. TO FBC SEC. 107.2.1   13. SIZE ALL SECTIONS OF PIPE ON HOT AND COLD ISOMETRIC   RISER DIAGRAM.   PER WPB AMEND. TO FBC SEC. 107.2.1   14.INDICATE DIRECTION OF FLOW MORE CLEARLY ON HOT WATER   RECIRCULATION SYSTEM.   PER WPB AMEND. TO FBC SEC. 107.2.1   15. PLEASE PROVIDE ISOMETRIC RISER DIAGRAM FOR SANITARY   SHT.P5-03   PER WPB AMEND. TO FBC SEC. 107.2.1   16.SHT. P5-13 SHOWS S-13A NOT SHOWN ON P5-05 PLEASE   CLARIFY.   PER WPB AMEND. TO FBC SEC. 107.2.1   17.AAV. ARE NOT ALLOWED BELOW FOURTH BRANCH INTERVAL   DOWN FROM THE TOP OF THE STACK. SHALL COMPLY WITH. FBC   PL. SEC.918.3.1       18. PLEASE LABEL ALL STACKS TO MATCH   .PER WPB AMEND. TO FBC SEC. 107.2.   19. PROVIDE EXPANDED ISOMETRIC DRAWINGS FOR ALL   DWELLING UNITS AND AMENITY'S ONES PROVIDED ARE TO   COMPACK.   PER WPB AMEND. TO FBC SEC. 107.2.1   20. INDICATE BATHROOM # ON SANITARY ISOMETRIC DETAILS.   PER WPB AMEND. TO FBC SEC. 107.2.   21.SHT P5.06 DOES NOT MATCH PLEASE CLARIFY.   PER WPB AMEND. TO FBC SEC. 107.2.1   22.SHT P5-03 SHOW ALL STACKS MISSING   S3/S6-8/S11/S14-16/S18-19/S21-15/S28-30.   PER WPB AMEND. TO FBC SEC. 107.2.1   23. FIXTURE DRAINS FOR WASHING MACHINE SHALL BE 3IN.   PER FBC PL.SEC.406.2   24.SHT. P5-20 SHOW TRAP PRIMERS ON ALL FLOOR DRAINS AND   HUB DRAINS.   SHALL COMPLY WITH FBC PL.SEC. 1002.4   25.PROVIDE FLOOR PLAN WITH PLUMBING FOR MECHANICAL ROOM   AND ISOMETRIC.   PER WPB AMEND. TO FBC SEC. 107.2.1   26.ALL VENTS THROUGH ROOF SHALL BE A MINIMUM OF 10FT   AWAY FROM ANY AIR INTAKE.   SHALL COMPLY WITH FBC PL. SEC.903.5   27. P5-04 PROVIDE ISOMETRIC RISER DIAGRAM SHALL ALL   RWL.   PER WPB AMEND. TO FBC SEC. 107.2.1   28. MISSING RD1-2 ON RISER DIAGRAM SHT. P5-21 ,BETWEEN   LINES Q+S/11+12 ON SHT.P2-26.   PER WPB AMEND. TO FBC SEC. 107.2.1   29. SHT. P5-04 SHOW ALL RWL WITH SIZE AND SQ FT   DRAINED.   PER WPB AMEND. TO FBC SEC. 107.2.1   30.SHT. P5-23 DETAIL #2 LOCATION CLARIFY   LOCATION,CLARIFY NOTE *IN RWL FOR OVERFLOW.   PER WPB AMEND. TO FBC SEC. 107.2.1   31. SHT.P2-01 DD-2 BETWEEN LINES 1-2 AND A-D IS MISSING   ON RISER DIAGRAM ON SHT. P5-24 ALSO MISSING PD BETWEEN   LINES 1-2 A-D.   PER WPB AMEND. TO FBC SEC. 107.2.1   32.SHT. P5-24 DETAIL #1 LABEL LOCATION.   PER WPB AMEND. TO FBC SEC. 107.2.1   33. LABEL WITH LOCATION ALL DD+PD+AD ON RISER DIAGRAM   AND PLUMBING FLOOR PLAN.   PER WPB AMEND. TO FBC SEC. 107.2.1   34.SHT. C3-01 SHOWS EXISTING SEWER TO BE USED AS DRAIN   FOR FOUNTAIN. WATER FROM FOUNTAIN POOLS AND WATER   FEATURES SHALL NOT DRAIN INTO SANITARY PER. WPB ORD.   SEC. 90-126.(5)   35. PROVIDE CALCULATIONS FOR STORM SUMP PUMP AND OIL   SAND SEPARATORS.   PER WPB AMEND. TO FBC SEC. 107.2.1   36. SHT. P5-24 SHORT TRENCH DRAINS MISSING SQ FT CALC .   PLEASE PROVIDE.   PER WPB AMEND. TO FBC SEC. 107.2.1   37. ALL OVER FLOW DRAINS MUST BE SIZED SAME AS MAIN   DRAINS SHALL COMPLY WITH FBC PL. SEC. 1108.3   38. PLEASE REMOVE ALL UNUSED DETAIL FROM PLUMBING   DETAIL SHEETS.   PER WPB AMEND. TO FBC SEC. 107.2.1   39. PROVIDE MANUFACTURE SECS FOR OIL SAND SEPARATOR.   PER WPB AMEND. TO FBC SEC. 107.2.1   40. SHT. P4-06 DETAIL #3 IS THIS THE OIL SAND SEPARATOR   YOU ARE USING PLEASE CLARIFY.   PER WPB AMEND. TO FBC SEC. 107.2.1   41.PROVIDE MANUFACTURE SPEC SHEETS FOR ALL PUMPS   ,THERMOSTATIC MIXING VALVES, TANKS, WATER HEATERS ECT.   PER WPB AMEND. TO FBC SEC. 107.2.1   42. CLEAN OUTS REQUIRED AT THE BASE OF ALL STACKS SHOW   COMPLIANCE WITH. FBC PL SEC. 708.3.4   43. SHT.P5-20 + P2-26 IT APPEARS THAT YOU ARE DRAINING   THE CONDENSATE OR COOLING WATER INTO THE SANITARY   SYSTEM . CONDENSATE AND COOLING TOWER WATER MUST DRAIN   INTO STORM AND BE INCLUDED IN SIZING CALCULATIONS.   PER. WPB ORD. SEC. 90-126(5)   44. PROVIDE COMPLETE CONDENSATE RISER DIAGRAM WITH   SIZING CALCULATIONS.   PER WPB AMEND. TO FBC SEC. 107.2.1   45.SHOW CONNECTION OF IRRIGATION SYSTEM ON WATER RISER   DIAGRAM.   PER WPB AMEND. TO FBC SEC. 107.2.1   46. SEPARATE PERMITS REQUIRED FOR BACKFLOW PREVENTER'S   AT METERS. FOR IRRIGATION, DOMESTIC, AND COOLING TOWERS   POOL FILL,FIRE   47.SHT.M4-02 NOTE ON GENERATOR DETAIL STATES THAT FUEL   PIPPING IS TO BE DONE BY ELECTRICAL CONTRACTOR. THAT IS   NOT IN THERE SCOPE OF REG ALLOWED BY THE STATE PLEASE   CLARIFY.   48. SHT. M4-04 DETAIL FOR AIR SEPARATOR, EXPANSION TANK   SHOWS CONNECTION TO WATER SUPPLY PLEASE CLARIFY WHAT   THIS SYSTEM IS FOR.   PER WPB AMEND. TO FBC SEC. 107.2.1   49. PROVIDE MANUFACTURE SPEC SHEETS FOR GENERATOR.   PER WPB AMEND. TO FBC SEC. 107.2.1   50. PLEASE PROVIDE MSDS SHEETS FOR DIESEL FUEL.   PER WPB AMEND. TO FBC SEC. 107.2.1   51.PROVIDE PROVIDE DETAILED PIPING RISER DIAGRAM FOR   DIESEL FUEL PIPING.   PER WPB AMEND. TO FBC SEC. 107.2.1   52. WHERE DOES THE SUMP DRAINS ON FUEL PUMPS DISCHARGE   TO.   PER WPB AMEND. TO FBC SEC. 107.2.1       DO TO THE DEFICIENCY'S AND SOME SHEETS BEING UNCLEAR A   COMPLETE AND COMPREHENSIVE REVIEW OF THE PLUMBING   SYSTEMS CAN NOT BE COMPLETED AT THIS TIME. THIS MAY   GENERATE MORE COMMENTS UPON SECOND REVIEW.       POOL COMMENTS:       1. POOL ,HOT SPA POOL , HIS AND HER JACUZZIS AND ALL   WATER FEATURES REQUIRE SEPARATE PERMIT FROM MAIN   BUILDING.\   2. SHALL OBTAIN OPERATING PERMIT FROM PALM BEACH COUNTY   HEALTH DEPARTMENT.   PER FBC SEC. 454   NOTE: OTHER ADMINISTRATIVE AND PROGRAMMATIC PROVISIONS   APPLY. SEE DEPARTMENT OF HEALTH (DOH) RULE 64E-9,   FLORIDA ADMINISTRATIVE CODE AND CHAPTER 514, FLORIDA   STATUTES. THE REGULATION AND ENFORCEMENT OF THE INITIAL   AND ANNUAL OPERATION PERMIT FOR PUBLIC POOLS ARE   PREEMPTED TO THE DOH. THE CONSTRUCTION PERMIT HOLDER IS   RESPONSIBLE FOR OBTAINING AN OPERATION PERMIT ISSUED BY   DOH, AS A PUBLIC SWIMMING POOL SHALL NOT BE PUT INTO   OPERATION WITHOUT AN INSPECTION AND OPERATION PERMIT   ISSUED FROM THE DOH. DOH MAY GRANT VARIANCES FROM THE   PROVISIONS OF THE FLORIDA BUILDING CODE SPECIFICALLY   PERTAINING TO PUBLIC SWIMMING POOLS AND BATHING PLACES   AS AUTHORIZED BY SECTION 514.0115, FLORIDA STATUTES.   BUILDING OFFICIALS SHALL RECOGNIZE AND ENFORCE VARIANCE   ORDERS ISSUED BY THE DEPARTMENT OF HEALTH PURSUANT TO   SECTION 514.0115(5), FLORIDA STATUTES INCLUDING ANY   CONDITIONS ATTACHED TO THE GRANTING OF THE VARIANCE.   3. SHT.W0-0.01 GENERAL NOTES SEC H ADA COMPLIANCE #1   SWIMMING POOL SHALL COMPLY WITH FBC ACC. 2014.   4. PROVIDE INSTALL GUIDE AND SPEC SHEETS FOR   ACCESSIBILITY LIFT.   NOTE: OTHER ADMINISTRATIVE AND PROGRAMMATIC PROVISIONS   APPLY. SEE DEPARTMENT OF HEALTH (DOH) RULE 64E-9,   FLORIDA ADMINISTRATIVE CODE AND CHAPTER 514, FLORIDA   STATUTES. THE REGULATION AND ENFORCEMENT OF THE INITIAL   AND ANNUAL OPERATION PERMIT FOR PUBLIC POOLS ARE   PREEMPTED TO THE DOH. THE CONSTRUCTION PERMIT HOLDER IS   RESPONSIBLE FOR OBTAINING AN OPERATION PERMIT ISSUED BY   DOH, AS A PUBLIC SWIMMING POOL SHALL NOT BE PUT INTO   OPERATION WITHOUT AN INSPECTION AND OPERATION PERMIT   ISSUED FROM THE DOH. DOH MAY GRANT VARIANCES FROM THE   PROVISIONS OF THE FLORIDA BUILDING CODE SPECIFICALLY   PERTAINING TO PUBLIC SWIMMING POOLS AND BATHING PLACES   AS AUTHORIZED BY SECTION 514.0115, FLORIDA STATUTES.   BUILDING OFFICIALS SHALL RECOGNIZE AND ENFORCE VARIANCE   ORDERS ISSUED BY THE DEPARTMENT OF HEALTH PURSUANT TO   SECTION 514.0115(5), FLORIDA STATUTES INCLUDING ANY   CONDITIONS ATTACHED TO THE GRANTING OF THE VARIANCE.   5. SHOW ACCESSIBILITY TO HOT SPA. SHALL COMPLY WITH FBC   ACC. SEC. 1009.4   6. SHT.W0-1.12 MENS SPA JACUZZI SHOWS A TOILET IN THE   JACUZZI THE TOILET IS MISSING IN THE BATHROOM NEXT TO   IT PLEASE CORRECT.   PERWPB AMEND. TO FBC SEC.107.2.1   7. SHT. W1-1.02 SHOW DIMENSIONS ON ALL FLOOR INLETS MAX   SPACING BETWEEN 20 FT MAX DISTANCE FROM ADJACENT WALL   10FT TO COMPLY WITH FBC SEC.454.1.6.5.9.2   8. PROVIDE DIMENSIONS AND VOLUME OF ALL COLLECTOR TANKS   SHALL COMPLY WITH FBC SEC.454.1.6.5.10.5   9. PROVIDE MATCH LINES ON ALL DRAWING TO SHOW   CONTINUATION OF PIPING. PER WPBAMEND. TO FBC   SEC.107.2.1   10. PROVIDE MANUFACTURE SPECS FOR PUMPS AND OTHER   EQUIPMENT .MAIN DRAIN AND SKIMMERS. PER WPBAMEND. TO   FBC SEC.107.2.1   11. DETAILS AND PLAN VIEWS FOR WATER FEATURES ARE   UNCLEAR PLEASE PROVIDE COMPLETE PIPING DIAGRAMS AND   DIMENSIONAL DEPTH OF ALL WATER FEATURES. PER WPBAMEND.   TO FBC SEC.107.2.1   12. SHT. W2-4.01 REFERS TO DETAIL 8 FOR BOTH DETAILS IN   SEC B ONE SHOULD REFER TO DETAIL 7. PLEASE CLARIFY. PER   WPBAMEND. TO FBC SEC.107.2.1   13. SHOW ALL BACKFLOW DEVICES REQUIRED ON ALL FILL BOXS   AND AUTO FILLS. TO COMPLY WITH FBC PL. SEC.608.1   14. ONE URINAL IS REQUIRED IN MEN?S POOL BATHROOM. PER   FBC PL TABLE 403.6 AND SEC 403.6   15. EACH POOL BATHROOM SHALL BE EQUIPPED WITH BABY   CHANGING TABLE .PER FBC PL. SEC. 403.6   16. PROVIDE MANUFACTURE SPECS ON ALL POOL EQUIPMENT AND   CHEMICAL TANKS. PER WPB AMEND. TO FBC 107.2.   17. ON ALL POOL, HOT SPA, JACUZZI, SPLASH PAD AND WATER   FEATURES. PLEASE SHOW CONTINUATION OF PIPING LABEL AND   LIST PAGE FOR CONTINUATION. PER WPB AMEND. TO FBC SEC.   107.2.1   18. SHOW COMPLIANCE FOR OZONE EQUIPMENT ROOM   VENTILATION MUST COMPLY WITH FBC SEC. 545.1.6.5.16.4.5   19. SHOW COMPLIANCE WITH FBC SEC.545.1.6.5.16.4.6 FOR   SELF-CONTAINED BREATHING APPARATUS.   20. CONCENTRATION OR OZONE IN THE RETURN LINE TO THE   SPLASH PAD SHALL NOT EXCEED 0.1MG/2 PER FBC SEC.   454.1.6.5.16.4.3   21. SHT. W4-1.03 EQUIPMENT TAG # DT-301 SHALL BE   INSTALLED IN VERTICAL POSITION PER MANUFACTURE   INSTALLATION GUIDE.   22. ALL CARTRIDGE FILTERS SHALL COMPLY WITH FBC   .1.6.5.5.1 FOR FILTRATION RATE CAPACITIES.   23. ALL BACKFLOW PREVENTERS SHALL BE LEAD FREE AND   LISTED ON THE UNIVERSITY OF SOUTHERN CALIFORNIA LIST OF   APPROVED DEVICES. PER FBC PL SEC. 605.2 AND 605.2.1   24. PROVIDE MSDS SHEETS FOR ALL CHEMICALS USED. PER WPB   AMEND. TO FBC 107.2.   25. SHT. W4-3.01 CHECK THE FLOW ARROWS @ EQUIPMENT TAG   CL-401 THE SCHEMATIC SHOWS THE FLOW IN OPPOSITE   DIRECTION@ CL-401 SHALL COMPLY WITH FBC 454.1.6.5.16   26. SHT. W4-3.01 A FIXED THERMOSTAT SHALL BE MOUNTED ON   IN POOL RECIRCULATION LINE DOWNSTREAM FROM THE POOL   HEATER OUTLET. THERMOSTAT MOUNTED ON POOL HEATER   OUTLETS DOES NOT MEET THIS REQUIREMENT. PER FBC SEC.   454.1.6.5.14 CHECK ALL SYSTEMS FOR COMPLIANCE.   27. SHT. W4-3.02 FLOW ARROWS FROM CL-501 ARE REVERSED   SHALL COMPLY WITH FBC 454.1.6.5.16   28. OZONE GENERATING EQUIPMENT ELECTRICAL COMPONENTS   AND WIRING SHALL COMPLY WITH THE REQUIREMENTS OF   CHAPTER 27 OF THIS CODE AND THE MANUFACTURER SHALL   PROVIDE A CERTIFICATE OF CONFORMANCE. THE PROCESS   EQUIPMENT SHALL BE PROVIDED WITH AN EFFECTIVE MEANS TO   ALERT THE USER WHEN A COMPONENT OF THIS EQUIPMENT IS   NOT OPERATING PER FBC 454.1.6.5.16.4.1   29. PROVIDE SPECS FOR CHANNEL DRAINS FOR SPA AND MAIN   DRAINS FOR POOL. PER WPB AMEND. TO FBC SEC. 107.2.1   30. PROVIDE SPECS FOR STEAM GENERATOR AND SHOW WHAT IT   IS GOING TO BE USED FOR. PER WPB AMEND. TO FBC SEC.   107.2.1   31. LABEL ALL EQUIPMENT AND CONTROLLERS ON ISOMETRIC   VIEWS. PER WPB AMEND. TO FBC SEC. 107.2.1   32. SHOW THE DEPTH OF ALL WATER FEATURES ON SECTION   DRAWING PER WPB AMEND. TO FBC SEC. 107.2.1.           DO TO THE DEFICIENCY'S AND SOME SHEETS BEING UNCLEAR A   COMPLETE AND COMPREHENSIVE REVIEW OF THE PLUMBING   SYSTEMS CAN NOT BE COMPLETED AT THIS TIME. THIS MAY   GENERATE MORE COMMENTS UPON SECOND REVIEW.                                                             Review Stop R ROOF PLAN REVIEW Rev No 2 Status N Date 2016-08-29 Cont ID   Sent By jwitmer Date 2016-08-29 Time 17:16 Rev Time 0.00 Received By jwitmer Date 2016-08-29 Time 17:16 Sent To   Notes 2016-08-29 17:16:25 ROOFING PLAN REVIEW   W. P. B. PERMIT: 15111020   ADD: 1100 S. FLAGLER DR.   CONT: SUFFOLK CONSTRUCTION CO.   TEL: 561-832-1616   E-MAIL: [email protected]       2010 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION       2ND REVIEW   DATE: MON. AUGUST 29 27/2016   ACTION: BUILDING PROVISO       1) DEFERRED SUBMITTALS:107.3.4.2.       , 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA   DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010   (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS   THAT WILL REQUIRE PRODUCT APPROVALS:   (31)   (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP CURBS,   (F) SKYLIGHTS   (G) PRE-ENGINEERED A/C STANDS       107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA   RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY   THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR   JURISDICTIONAL APPROVAL.       JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]     Review Stop R ROOF PLAN REVIEW Rev No 1 Status F Date 2016-01-27 Cont ID   Sent By jwitmer Date 2016-01-23 Time 09:34 Rev Time 0.00 Received By jwitmer Date 2016-01-23 Time 09:33 Sent To   Notes 2016-01-23 10:07:46 ROOFING PLAN REVIEW   W. P. B. PERMIT: 15111020   ADD: 1100 S. FLAGLER DR.   CONT: SUFFOLK CONSTRUCTION CO.   TEL: 561-832-1616   E-MAIL: [email protected]       2010 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION       2010EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.   ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND   SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE   FLORIDA BUILDING CODE, BUILDING.       1ST REVIEW   DATE: WED. JAN. 27/2016   ACTION: DENIED       1) NO PRODUCT APPROVALS WERE SUBMITTED FOR THIS REVIEW.       , 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA   DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010   (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS   THAT WILL REQUIRE PRODUCT APPROVALS:   (31)   (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP CURBS,   (F) SKYLIGHTS   (G) PRE-ENGINEERED A/C STANDS       107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA   RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY   THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR   JURISDICTIONAL APPROVAL.       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 4 Status P Date 2017-02-10 Cont ID   Sent By lmarchan Date 2017-02-10 Time 10:47 Rev Time 0.00 Received By lmarchan Date 2017-02-10 Time 10:47 Sent To   Notes 2017-02-07 12:12:00 CCOLE, 2/7/17   MECHANICAL PLAN SHEETS, ENERGYGAUGE COMPLIANCE   SUBMITTAL, AND AC CALCULATIONS VERIFIED.     2017-02-06 17:06:54 2/6/17 PLUMBING,GAS AND POOL SHEETS OK/ GPJ 2017-02-06 13:50:06 MON. FEB. 06/2017 ARCHITECTURAL & STRUCTURAL SHEETS   REVIEWED FOR SIGNATURE, OK. JW Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 3 Status F Date 2017-02-10 Cont ID   Sent By lmarchan Date 2017-02-10 Time 10:47 Rev Time 0.00 Received By lmarchan Date 2017-02-10 Time 10:47 Sent To   Notes 2017-01-30 10:17:04 3RD BUILDING REVIEW, STILL THE ARCHITECTURAL SHEETS NOT   SIGNED AND SEALED ELECTRONICALLY.   STRUCTURAL ENGINEERED SHEETS ELECTRONICALLY SEALED.       JAMES A. WITMER BN, PX, CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES   DEPARTMENT   401 CLEMATIS ST.   WEST PALM BEACH. FL 33402   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]     Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 2 Status F Date 2017-02-10 Cont ID   Sent By lmarchan Date 2017-02-10 Time 10:47 Rev Time 0.00 Received By lmarchan Date 2017-02-10 Time 10:47 Sent To   Notes 2016-12-29 13:45:14 12/29 /16       NONE OF THE PLUMBING OR POOL SHEETS ARE DIGITALLY   SIGNED ALL NEED TO BE .   PER 61G15-23.005 PROCEDURES FOR SIGNING AND SEALING   ELECTRONICALLY TRANSMITTED PLANS, SPECIFICATIONS,   REPORTS OR OTHER DOCUMENTS           GEORGE JOHNSON   PLUMBING PLANS EXAMINER LL   CITY OF WEST PALM BEACH   DEVELOPMENT SERVICES   BUILDING DIVISION   561-805-6711   [email protected]                     2016-12-20 13:55:20 DEC. 20/2016 THERE ARE NO DIGITAL SIGNATURES ON ANY OF   THE ARCHITECTURAL NOR STRUCTURAL SHEETS. ANOTHER REVIEW   WILL BE REQUIRED TO VERIFY NONE OF THE ARCHITECTIRAL OR   STRUCTURAL SHEETS HAVE BEEN CHANGED ONCE THE PLANS ARE   DIGITALLY SIGNED!!!!!!!!   STRUCTURAL CALCULATIONS NOT ELECTRONICCALY SIGNED.   COMPONENTS AND CLADDING REPORT COVERSHEET NOR THE TABLE   OF CONTENTS IS DIGITALLY SIGNED.   SMOKE CONTROL RATIONAL ANAYSIS REPORT COVERSHEET NOR   THE TABLE OF CONTENTS IS DIGITALLY SIGNED.           61G15-23.005 PROCEDURES FOR SIGNING AND SEALING   ELECTRONICALLY TRANSMITTED PLANS, SPECIFICATIONS,   REPORTS OR OTHER DOCUMENTS               JAMES A. WITMER BN, PX, 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 F Date 2016-03-22 Cont ID   Sent By skennedy Date 2016-03-22 Time 16:11 Rev Time 0.00 Received By skennedy Date 2016-03-22 Time 16:11 Sent To   Notes 2016-03-22 17:02:11 1ST REVIEW: FBC 2014 5TH ED.       PURSUANT TO FAC RULES 61G15 & 61G16, PLANS MUST CONTAIN   APPROPRIATE TITLE BLOCK INFORMATION, AND IF DIGITALLY   SIGNED AND SEAL, SUCH SHALL BE AS SET FORTH IN THE   RULES. ADDITIONALL, DESIGN PROFESSIONALS AND FIRMS MUST   BE APPROPRIATELY REGISTEREED WITH THE STATE OF FLORIDA.           STEVEN KENNEDY, CBO   CHIEF PLANS EXAMINER   (561) 805-6710   [email protected]     Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS Rev No 1 Status P Date 2016-12-20 Cont ID   Sent By jwitmer Date 2016-12-20 Time 13:31 Rev Time 0.00 Received By jwitmer Date 2016-12-20 Time 13:31 Sent To   Notes 2016-12-20 13:32:32 THRESHOLD AGREEMENT SIGNED UNDER THE FOUNDATION PERMIT   :15050292 AS WELL AS THE BUILDING PERMIT 15111020. Review Stop Z ZONING Rev No 4 Status P Date 2017-02-07 Cont ID   Sent By jroach Date 2017-02-07 Time 11:34 Rev Time 0.00 Received By jroach Date 2017-02-07 Time 11:34 Sent To   Notes 2017-02-07 11:36:25 ZONING PLAN REVIEW   ___________________________________________       DATE OF REVIEW: 02.07.2017   PERMIT NO.: 15111020   ADDRESS: 1100 SOUTH FLAGLER DRIVE   CONTRACTOR/CONTACT: DAN PETROVIC   TELEPHONE NO.: 305.590.5000   SCOPE OF REVIEW: NEW CONDOMINIUM BUILDING.   ___________________________________________       REVIEW STATUS: PASSED WITH PROVISOS   ___________________________________________       THIS REVIEW HAS BEEN PASSED SUBJECT TO THE FOLLOWING   PROVISOS:       1. ALL LANDSCAPE PLANS SHALL BE SUBMITTED AND REVIEWED   UNDER A SEPARATE LANDSCAPE PERMIT APPLICATION.       2. THE PROPOSED PLANTING WITHIN THE CITY'S RIGHT-OF-WAY   SHALL BE SUBJECT TO THE REVIEW AND APPROVAL BY THE   CITY'S ENGINEERING SERVICES DEPARTMENT.       3. PRIOR TO THE ISSUANCE OF THE LANDSCAPE PERMIT, THE   APPLICANT SHALL SUBMIT THE MOST RECENT APPROVED   LANDSCAPE PLANS AND TREE MITIGATION CHART AS A REVISION   TO THE TREE ALTERATION PERMIT.       4. PRIOR TO APPROVAL OF THE FINAL LANDSCAPE INSPECTION,   LANDSCAPE MATERIAL SHALL BE PROVIDED AROUND THE   UTILITIES (BACKFLOW PREVENTERS, DOUBLE CHECK DETECTORS,   ETC.) AT THE SOUTH END OF THE PROPERTY, ALONG SOUTH   FLAGLER DRIVE, TO MINIMIZE THEIR VISUAL IMPACT. SUCH   MATERIAL MAY CONSIST OF SHRUBS AND/OR GROUNDCOVER USED   TO DISGUISE THE UTILITIES. ADDITIONALLY, THE UTILITIES   SHALL BE PAINTED IN A COLOR THAT MINIMIZES THEIR   VISIBILITY.       5. A MINOR PD AMENDMENT SHALL BE SUBMITTED TO THE   DEVELOPMENT SERVICES DEPARTMENT - PLANNING DIVISION TO   UPDATE ALL PLANS PREVIOUSLY-APPROVED AS PART OF THE   RESIDENTIAL PLANNED DEVELOPMENT (RPD), REFLECTING ALL   REVISIONS THAT HAVE OCCURRED TO DATE.   ___________________________________________       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]       W: WPB.ORG                             Review Stop Z ZONING Rev No 3 Status F Date 2017-01-11 Cont ID   Sent By jroach Date 2017-01-11 Time 09:18 Rev Time 0.00 Received By jroach Date 2017-01-11 Time 09:18 Sent To   Notes 2017-01-11 09:19:35 ZONING PLAN REVIEW   ___________________________________________       DATE OF REVIEW: 01.11.2017   PERMIT NO.: 15111020   ADDRESS: 1100 SOUTH FLAGLER DRIVE   CONTRACTOR/CONTACT: DAN PETROVIC   TELEPHONE NO.: 305.590.5000   SCOPE OF REVIEW: NEW CONDOMINIUM BUILDING.   ___________________________________________       REVIEW STATUS: FAILED   ___________________________________________       PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN   REVIEW COMMENTS:       1. THE FOLLOWING ITEMS ARE OF CONCERN AND DO NOT MATCH   THAT WHICH WAS APPROVED THROUGH THE MINOR PD AMENDMENT   ISSUED ON SEPTEMBER 9, 2015:       A. REGARDING THE PARKING LAYOUT FOR P-2, AS SHOWN ON   SHEET A0.31 AND A2.0P2:       I. STRUCTURAL COLUMNS APPEAR TO ENCROACH INTO SEVERAL   PARKING SPACES.       II. PARKING SPACES ORIGINALLY IDENTIFIED ON THE   PREVIOUSLY-APPROVED PLANS HAVE BEEN REPLACED WITH A DOG   SPA AND CAR WASH; HAVE THESE SPACES BEEN RELOCATED? ARE   THEY BEING ELIMINATED FROM THE PARKING COUNT?       B. REGARDING THE PARKING LAYOUT FOR P-1, AS SHOWN ON   SHEET A0.31 AND A2.0P1:       I. STRUCTURAL COLUMNS APPEAR TO ENCROACH INTO SEVERAL   PARKING SPACES.       II. PARKING SPACES ORIGINALLY IDENTIFIED ON THE   PREVIOUSLY-APPROVED PLANS HAVE BEEN ELIMINATED (1 WAS   REPLACED BY THE NEWLY-IDENTIFIED TURNAROUND). ARE THESE   SPACES BEING ELIMINATED FROM THE PARKING COUNT?       THE FOLLOWING COMMENTS ARE NOT REQUIRED TO BE ADDRESSED   PRIOR TO ISSUANCE OF THE BUILDING PERMIT, AND DO NOT   REQUIRE MODIFICATIONS TO THE BUILDING PLANS AS PART OF   THIS SUBMITTAL, BUT SHOULD BE CONSIDERED AS PROVISOS:       1. ALL LANDSCAPE PLANS SHALL BE SUBMITTED AND REVIEWED   UNDER A SEPARATE LANDSCAPE PERMIT APPLICATION.       2. THE PROPOSED PLANTING WITHIN THE CITY'S RIGHT-OF-WAY   SHALL BE SUBJECT TO THE REVIEW AND APPROVAL BY THE   CITY'S ENGINEERING SERVICES DEPARTMENT.       3. PRIOR TO THE ISSUANCE OF THE LANDSCAPE PERMIT, THE   APPLICANT SHALL SUBMIT THE MOST RECENT APPROVED   LANDSCAPE PLANS AND TREE MITIGATION CHART AS A REVISION   TO THE TREE ALTERATION PERMIT.       4. PRIOR TO APPROVAL OF THE FINAL LANDSCAPE INSPECTION,   LANDSCAPE MATERIAL SHALL BE PROVIDED AROUND THE   UTILITIES (BACKFLOW PREVENTERS, DOUBLE CHECK DETECTORS,   ETC.) AT THE SOUTH END OF THE PROPERTY, ALONG SOUTH   FLAGLER DRIVE, TO MINIMIZE THEIR VISUAL IMPACT. SUCH   MATERIAL MAY CONSIST OF SHRUBS AND/OR GROUNDCOVER USED   TO DISGUISE THE UTILITIES. ADDITIONALLY, THE UTILITIES   SHALL BE PAINTED IN A COLOR THAT MINIMIZES THEIR   VISIBILITY.       5. A MINOR PD AMENDMENT SHALL BE SUBMITTED TO THE   DEVELOPMENT SERVICES DEPARTMENT - PLANNING DIVISION TO   UPDATE ALL PLANS PREVIOUSLY-APPROVED AS PART OF THE   RESIDENTIAL PLANNED DEVELOPMENT (RPD), REFLECTING ALL   REVISIONS THAT HAVE OCCURRED TO DATE.   ___________________________________________       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]       W: WPB.ORG                             Review Stop Z ZONING Rev No 2 Status F Date 2016-08-23 Cont ID   Sent By jroach Date 2016-08-23 Time 15:59 Rev Time 0.00 Received By jroach Date 2016-08-23 Time 15:59 Sent To   Notes 2016-08-23 16:20:18 ZONING PLAN REVIEW   ___________________________________________       DATE OF REVIEW: 8.23.2016   PERMIT NO.: 15111020   ADDRESS: 1100 SOUTH FLAGLER DRIVE   CONTRACTOR/CONTACT: DAN PETROVIC   TELEPHONE NO.: 305.590.5000   SCOPE OF REVIEW: NEW CONDOMINIUM BUILDING.   ___________________________________________       REVIEW STATUS: FAILED   ___________________________________________       PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN   REVIEW COMMENTS:       1. THE FOLLOWING ITEMS ARE OF CONCERN AND DO NOT MATCH   THAT WHICH WAS APPROVED THROUGH THE MINOR PD AMENDMENT   ISSUED ON SEPTEMBER 9, 2015:       A. REGARDING THE PARKING LAYOUT FOR P-2, AS SHOWN ON   SHEET A0.31 AND A2.0P2:       I. A PARKING TURN-AROUND NEEDS TO BE PROVIDED IN THE   NORTHWEST CORNER OF THE GARAGE AS THIS IS A DEAD-END.       II. STRUCTURAL COLUMNS APPEAR TO ENCROACH INTO   SEVERAL PARKING SPACES.       B. REGARDING THE PARKING LAYOUT FOR P-1, AS SHOWN ON   SHEET A0.31 AND A2.0P1:       I. A PARKING TURN-AROUND NEEDS TO BE PROVIDED IN THE   NORTHEAST CORNER OF THE GARAGE AS THIS IS A DEAD-END.       II. STRUCTURAL COLUMNS APPEAR TO ENCROACH INTO   SEVERAL PARKING SPACES.       2. PARKING STRIPING DETAIL SHALL BE PROVIDED.       3. IT IS STAFF'S UNDERSTANDING THAT THE FIRE LANE ON   THE SOUTH, EAST, AND NORTH SIDES OF THE BUILDING IS NO   LONGER REQUIRED. IT IS STRONGLY ENCOURAGED THAT THIS   AREA BE LOOKED AT FOR ADDITIONAL LANDSCAPING AND DESIGN   ELEMENTS THAT MAY NOW BE INSTALLED.       4. PLEASE PROVIDE THE OUTLINE OF THE TOWER ON THE SITE   PLAN, ENSURING COMPLIANCE WITH THE APPROVED SETBACK.       5. FURTHER EXPLANATION AND DISCUSSION NEEDS TO BE HAD   REGARDING GUEST SUITES. ACCORDING TO THE PLANS IT   APPEARS THAT 12 GUEST SUITES ARE PROPOSED.       6. PHOTOMETRIC PLANS SHALL BE PROVIDED FOR ALL EXTERIOR   LIGHTING, AND LEVELS SHALL NOT EXCEED 0.5 FOOTCANDLES   WHEN MEASURED AT THE PROPERTY LINE.       THE FOLLOWING COMMENTS ARE NOT REQUIRED TO BE ADDRESSED   PRIOR TO ISSUANCE OF THE BUILDING PERMIT, AND DO NOT   REQUIRE MODIFICATIONS TO THE BUILDING PLANS AS PART OF   THIS SUBMITTAL, BUT SHOULD BE CONSIDERED AS PROVISOS:       1. ALL LANDSCAPE PLANS SHALL BE SUBMITTED AND REVIEWED   UNDER A SEPARATE LANDSCAPE PERMIT APPLICATION.       2. THE PROPOSED PLANTING WITHIN THE CITY'S RIGHT-OF-WAY   SHALL BE SUBJECT TO THE REVIEW AND APPROVAL BY THE   CITY'S ENGINEERING SERVICES DEPARTMENT.       3. PRIOR TO THE ISSUANCE OF THE LANDSCAPE PERMIT, THE   APPLICANT SHALL SUBMIT THE MOST RECENT APPROVED   LANDSCAPE PLANS AND TREE MITIGATION CHART AS A REVISION   TO THE TREE ALTERATION PERMIT.       4. PRIOR TO APPROVAL OF THE FINAL LANDSCAPE INSPECTION,   LANDSCAPE MATERIAL SHALL BE PROVIDED AROUND THE   UTILITIES (BACKFLOW PREVENTERS, DOUBLE CHECK DETECTORS,   ETC.) AT THE SOUTH END OF THE PROPERTY, ALONG SOUTH   FLAGLER DRIVE, TO MINIMIZE THEIR VISUAL IMPACT. SUCH   MATERIAL MAY CONSIST OF SHRUBS AND/OR GROUNDCOVER USED   TO DISGUISE THE UTILITIES. ADDITIONALLY, THE UTILITIES   SHALL BE PAINTED IN A COLOR THAT MINIMIZES THEIR   VISIBILITY.       5. A MINOR PD AMENDMENT SHALL BE SUBMITTED TO THE   DEVELOPMENT SERVICES DEPARTMENT - PLANNING DIVISION TO   UPDATE ALL PLANS PREVIOUSLY-APPROVED AS PART OF THE   RESIDENTIAL PLANNED DEVELOPMENT (RPD), REFLECTING ALL   REVISIONS THAT HAVE OCCURRED TO DATE.   ___________________________________________       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]       W: WPB.ORG       1/8/15 Review Stop Z ZONING Rev No 1 Status F Date 2016-04-13 Cont ID   Sent By jroach Date 2016-04-13 Time 16:08 Rev Time 0.00 Received By jroach Date 2016-04-13 Time 16:07 Sent To   Notes 2016-04-13 16:20:53 ZONING PLAN REVIEW   ___________________________________________       DATE OF REVIEW: 04.13.2016   PERMIT NO.: 15111020   ADDRESS: 1100 SOUTH FLAGLER DRIVE   CONTRACTOR/CONTACT: DAN PETROVIC   TELEPHONE NO.: 305.590.5000   SCOPE OF REVIEW: NEW CONDOMINIUM BUILDING.   ___________________________________________       REVIEW STATUS: FAILED   ___________________________________________       PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN   REVIEW COMMENTS:       1. ALL LANDSCAPE PLANS SHALL BE SUBMITTED AND REVIEWED   UNDER A SEPARATE LANDSCAPE PERMIT APPLICATION.       2. THE PROPOSED PLANTING WITHIN THE CITY?S RIGHT-OF-WAY   SHALL BE SUBJECT TO THE REVIEW AND APPROVAL BY THE   CITY?S ENGINEERING SERVICES DEPARTMENT.       3. THE ROYAL PALMS PROPOSED TO BE LOCATED WITHIN THE   CITY?S RIGHT-OF-WAY SHALL MATCH THE HEIGHT OF THOSE   CURRENTLY LOCATED ALONG SOUTH FLAGLER DRIVE, SOUTH OF   THE PROPOSED DEVELOPMENT; PLEASE INDICATE THIS ON THE   PLANS.       4. ALL GLASS MATERIALS SHALL BE REVIEWED AND APPROVED   BY THE CITY?S DEVELOPMENT SERVICES DEPARTMENT ?   PLANNING DIVISION, AND SHALL CONFORM TO THE FLORIDA   BUILDING CODE. ALL GLASS SHALL BE HIGHLY TRANSPARENT   AND SHALL NOT BE HEAVILY TINTED WITH A COLOR, INCLUDING   BUT NOT LIMITED TO BLUE OR GREEN. PLEASE CLARIFY THAT   GLAZING MATERIAL THAT HAS BEEN SPECIFIED AS ?SPANDREL   GLASS? WITH ?CHARCOAL GREY? COVERAGE.       5. ANY EXHAUST FANS REQUIRED FOR THE VENTILATION OF THE   ENCLOSED PARKING GARAGE SHALL BE DIRECTED AWAY FROM   ADJACENT RESIDENTIAL DEVELOPMENT SO AS NOT TO CREATE A   NUISANCE FROM NOISE AND/OR FUMES.       6. PRIOR TO THE ISSUANCE OF THE LANDSCAPE PERMIT, THE   APPLICANT SHALL SUBMIT THE MOST RECENT APPROVED   LANDSCAPE PLANS AND TREE MITIGATION CHART AS A REVISION   TO THE TREE ALTERATION PERMIT.       7. PRIOR TO APPROVAL OF THE FINAL LANDSCAPE INSPECTION,   LANDSCAPE MATERIAL SHALL BE PROVIDED AROUND THE   UTILITIES (BACKFLOW PREVENTERS, DOUBLE CHECK DETECTORS,   ETC.) AT THE SOUTH END OF THE PROPERTY, ALONG SOUTH   FLAGLER DRIVE, TO MINIMIZE THEIR VISUAL IMPACT. SUCH   MATERIAL MAY CONSIST OF SHRUBS AND/OR GROUNDCOVER USED   TO DISGUISE THE UTILITIES. ADDITIONALLY, THE UTILITIES   SHALL BE PAINTED IN A COLOR THAT MINIMIZES THEIR   VISIBILITY.       8. ALL LANDSCAPE MATERIAL WITHIN THE VIEW CORRIDOR FROM   SOUTH FLAGLER DRIVE TO THE INTRACOASTAL WATERWAY,   LOCATED SOUTH OF THE PROPOSED BUILDING, SHALL BE   MAINTAINED AT A HEIGHT SUCH THAT IT DOES NOT BLOCK THE   VIEWS.       9. SUBJECT TO THE REVIEW AND APPROVAL BY THE CITY?S   DEVELOPMENT SERVICES ? PLANNING DIVISION STAFF, SMALL   PEDESTRIAN-SCALE SIGNAGE SHALL BE PLACED AT THE NORTH   AND SOUTH ENDS OF THE PUBLIC WALKWAY, IN CLOSE   PROXIMITY TO SOUTH FLAGLER DRIVE, IDENTIFYING THE   WALKWAY AS BEING OPEN FOR USE BY THE GENERAL PUBLIC AS   WELL AS THE HOURS WITH WHICH IT IS OPEN. SUCH SIGNAGE   SHALL BE INSTALLED PRIOR TO THE ISSUANCE OF THE FIRST   CERTIFICATE OF OCCUPANCY.       10. THE ZONING TABLE ON SHEET A0.25 IS NOT COMPLETE. A   DATA TABLE SHALL BE PROVIDED INDICATING THE FOLLOWING:       A. EXISTING/PROPOSED LAND USE AND ZONING.       B. TOTAL ACRES OF THE PROJECT.       C. TOTAL GROSS BUILDING SQUARE FOOTAGE.       D. PERCENT OF OPEN SPACE, LANDSCAPING, BUILDING   COVERAGE & IMPERMEABLE SURFACE.       E. DENSITY AND NUMBER OF DWELLING UNITS (RESIDENTIAL).       F. PARKING COMPUTATIONS (PARKING REQUIRED, PROVIDED,   ETC.)       G. FLOOR AREA RATIO (FAR).       11. THE FOLLOWING ITEMS ARE OF CONCERN AND DO NOT MATCH   THAT WHICH WAS APPROVED THROUGH THE MINOR PD AMENDMENT   ISSUED ON SEPTEMBER 9, 2015:       A. REGARDING THE PARKING LAYOUT FOR P-2, AS SHOWN ON   SHEET A0.31 AND A2.0P2:       I. A PARKING TURN-AROUND NEEDS TO BE PROVIDED IN THE   NORTHWEST CORNER OF THE GARAGE AS THIS IS A DEAD-END.       II. STRUCTURAL COLUMNS APPEAR TO ENCROACH INTO   SEVERAL PARKING SPACES.       III. PARKING SPACES ARE SHOWN IN THE CENTER OF THE   BUILDING, BETWEEN THE TWO (2) CENTRAL CORES, WHICH ARE   INACCESSIBLE.       B. REGARDING THE PARKING LAYOUT FOR P-1, AS SHOWN ON   SHEET A0.31 AND A2.0P1:       I. A PARKING TURN-AROUND NEEDS TO BE PROVIDED IN THE   NORTHEAST CORNER OF THE GARAGE AS THIS IS A DEAD-END.       II. STRUCTURAL COLUMNS APPEAR TO ENCROACH INTO   SEVERAL PARKING SPACES.       III. PARKING SPACES ARE SHOWN IN THE CENTER OF THE   BUILDING, BETWEEN THE TWO (2) CENTRAL CORES, WHICH ARE   INACCESSIBLE.       C. A WALKWAY AND CORRESPONDING MODIFICATIONS HAVE BEEN   ADDED CONNECTING THE MAIN ENTRANCE TO THE PUBLIC   WALKWAY ALONG THE SOUTH PROPERTY LINE.       12. PARKING STRIPING DETAIL SHALL BE PROVIDED.       13. PLEASE NOTE THAT THE TEMPORARY STRIPING OF FLAGLER   DRIVE THAT WAS DONE AS PART OF THE FIRST BAPTIST CHURCH   IMPROVEMENTS IS TO BE EVALUATED TO DETERMINE IF ANY   ADJUSTMENTS ARE NEEDED PRIOR TO   MILLING/RESURFACING/STRIPING. ADDITIONALLY, PURSUANT TO   RESOLUTION NO. 140-14? ?TO THE MAXIMUM EXTENT POSSIBLE,   THE DEVELOPER SHALL WORK WITH ALL APPLICABLE   CONTROLLING GOVERNMENT AGENCIES FOR THE DESIGN AND   INSTALLATION OF A MEDIAN IN SOUTH FLAGLER DRIVE ALONG   THE DEVELOPMENT?S FRONTAGE. THE MEDIAN MAY CONTAIN THE   APPROPRIATE TURN LANES DEEMED NECESSARY. THE DESIGN OF   THE MEDIAN SHALL BE COMPLETE PRIOR TO THE ISSUANCE OF A   BUILDING PERMIT FOR THE RESIDENTIAL CONDOMINIUM, AND   CONSTRUCTION OF THE MEDIAN SHALL BE COMPLETE PRIOR TO   THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. THE   DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED   WITH PERMITTING, CONSTRUCTION, ETC. AND SHALL BE   RESPONSIBLE FOR MAINTENANCE IN PERPETUITY. IF IT IS   DETERMINED BY THE APPLICABLE CONTROLLING GOVERNMENT   AGENCIES THAT A MEDIAN WILL NOT BE VIABLE, THE   DEVELOPER SHALL BE RELIEVED OF THIS OBLIGATION.?       14. IT IS STAFF?S UNDERSTANDING THAT THE FIRE LANE ON   THE SOUTH, EAST, AND NORTH SIDES OF THE BUILDING IS NO   LONGER REQUIRED. IT IS STRONGLY ENCOURAGED THAT THIS   AREA BE LOOKED AT FOR ADDITIONAL LANDSCAPING AND DESIGN   ELEMENTS THAT MAY NOW BE INSTALLED.       15. PLEASE PROVIDE THE OUTLINE OF THE TOWER ON THE SITE   PLAN, ENSURING COMPLIANCE WITH THE APPROVED SETBACK.       16. FURTHER EXPLANATION AND DISCUSSION NEEDS TO BE HAD   REGARDING GUEST SUITES. ACCORDING TO THE PLANS IT   APPEARS THAT 12 GUEST SUITES ARE PROPOSED.       17. PLEASE PROVIDE ELEVATION POINTS AS SHOWN ON THE   SITE PLAN APPROVED THROUGH THE MINOR PD AMENDMENT.   SHEET A1.01 OF THE PERMIT PLANS HAS AN ELEVATION OF   22?6? FOR THE PATIO/DECK AT THE NORTHEAST CORNER OF THE   BUILDING; THIS IS 1?6? HIGHER THAN WHAT WAS INDICATED   ON THE MINOR PD AMENDMENT. PLEASE CLARIFY ANY   MODIFICATIONS THAT HAVE BEEN MADE SINCE THE SEPTEMBER   9, 2015, APPROVAL.       18. NOTE, THE SPA CANNOT BE OPEN TO THE PUBLIC AND   SHALL ONLY BE MADE AVAILABLE TO RESIDENTS.       19. PHOTOMETRIC PLANS SHALL BE PROVIDED FOR ALL   EXTERIOR LIGHTING, AND LEVELS SHALL NOT EXCEED 0.5   FOOTCANDLES WHEN MEASURED AT THE PROPERTY LINE.       20. DETAILS SHALL BE PROVIDED REGARDING ALL SITE   LIGHTING, INCLUDING POLE HEIGHT.       21. THE WALLS/GATES IN THE SOUTHWEST CORNER OF THE   PROPERTY HAVE BEEN MODIFIED SINCE THE SEPTEMBER 9, 2015   APPROVAL OF THE MINOR PD AMENDMENT.       22. PRODUCT SPECIFICATIONS SHALL BE PROVIDED FOR THE   ARTIFICIAL TURF INDICATING COMPLIANCE WITH THE MINIMUM   STANDARDS OF SECTION 94?451 OF THE CITY?S ZONING AND   LAND DEVELOPMENT REGULATIONS.       23. THE ENTRY GATE, WALL, AND SIGNAGE HAS ALL BEEN   MODIFIED SINCE THE SEPTEMBER 9, 2015, APPROVAL OF THE   MINOR PD AMENDMENT. THERE NEEDS TO BE DISCUSSION   REGARDING THE IMPLICATIONS OF THIS CHANGE AND   COMPLIANCE WITH THE SIGN REGULATIONS OF THE CITY?S   ZONING AND LAND DEVELOPMENT REGULATIONS.       24. ON SHEET L4.10, THE PAGE REFERENCES FOR SOME OF THE   DETAILS ARE INCORRECT. FOR EXAMPLE, SHEET L4.10 REFERS   TO DETAIL 3 ON SHEET L4.50 FOR AN ELEVATION OF THE   PEDESTRIAN GATE CROSSING THE PUBLIC PROMENADE; DETAIL 3   ON SHEET L4.50 IS THE EXIT GATE ELEVATION. ENSURE THAT   ALL PAGE # AND DETAIL # REFERENCES ARE CORRECT.   25. THE PROPOSED FENCE/GATE MATERIALS AND SOME SIZES   HAVE BEEN MODIFIED FROM WHAT WAS PREVIOUSLY APPROVED,   AND THERE IS CONCERN REGARDING WHAT IS PROPOSED.       26. IT APPEARS THAT WITH MODIFICATIONS TO THE LANDSCAPE   PLAN, FENCING, ETC., THE VIEW CORRIDOR AND OPEN LAWN   AREA ON THE SOUTH SIDE OF THE BUILDING HAS ALMOST   ENTIRELY BEEN ELIMINATED AND NO LONGER COMPLIES WITH   THAT WHICH WAS PREVIOUSLY APPROVED. DISCUSSION NEEDS TO   OCCUR REGARDING THIS MATTER.   ___________________________________________       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]       W: WPB.ORG     2016-01-08 13:46:23 1/8/15 Account Summary | Usage Policy | Privacy Policy Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved