Plan Review Details - Permit 17070253
Plan Review Stops For Permit 17070253
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2018-02-12 Cont ID  
Sent By jwitmer Date 2018-02-12 Time 10:57 Rev Time 0.00
Received By jwitmer Date 2018-02-12 Time 09:45 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2018-01-29 Cont ID  
Sent By jwitmer Date 2018-01-29 Time 07:59 Rev Time 0.00
Received By jwitmer Date 2018-01-29 Time 07:20 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2018-01-11 Cont ID  
Sent By jwitmer Date 2018-01-11 Time 10:37 Rev Time 0.00
Received By jwitmer Date 2018-01-11 Time 07:15 Sent To  
Notes
2018-01-11 09:21:37BUILD. INFO.
  
 TYPE: III-B
 OCC.: I-B
 SPRINKLERED
 11,888 SQ. FT.
 75 OCCUPANTS / 26 BED UNIT
 29 RESTROOM/BATHROOMS
 FLOOD ZONE A9 BFE 13.0 FT.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2017-10-24 Cont ID  
Sent By jwitmer Date 2017-10-24 Time 15:16 Rev Time 0.00
Received By jwitmer Date 2017-10-24 Time 11:29 Sent To  
Notes
2017-10-24 15:16:072014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17070253
 ADD: 1803 S. AUSTRALIAN AVE.
 CONT: DRY ART CONSTRUCTION
 TEL: 561-436-3703
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE: TUES. OCT. 24TH/ 2017
 ACTION: DENIED
  
 1)2ND REQUEST.
 1A) PLEASE NOTE THE CITY OF WEST PALM BEACH OFFICIALLY
 ADOPTED THE NEW FLOOD MAPS, THE NAVD 88 STANDARD AND AN
 ADDITION 1 FOOT FREEBOARD ALL ON OCT. 5/ 2017. SINCE
 THE PROJECT CAME IN ON 07/07/2017 (PERMIT APPLICATION
 DATE) THIS PROJECT STAYS WITH THE NGVD 29 STANDARD. THE
 ELEVATION CERTIFICATE NEEDS TO REFLECT ALL VERTICAL
 HEIGHTS IN NGVD.
  
 1B) THE SUBMITTED ELEVATION CERTIFICATE LINE C1 HAS THE
 BOX CHECKED THIS CERTIFICATE IS BUILDING UNDER
 CONSTRUCTION. PLEASE CORRECT TO CONSTRUCTION DRAWINGS.
  
 1C) CORRECT ON ALL SHEETS (A-5,A-6, & A-7 AND THE SITE
 PLAN A-00) THE ELEVATION TO THE NGVD 29 STANDARD.
  
  
 1ST ROUND OF COMMENTS. THE SURVEY SUBMITTED BY PM
 SURVEYING LIST THIS PROPERTY IN A B FLOOD ZONE. USING
 THE ADOPTED FIRM MAPS DATED MARCH 1, 1979 COMMUNITY
 PANEL NUMBER 120229 0020 B THIS SITE IS LOCATED IN AN
 A-9 FLOOD ZONE THE FREEBOARD AT THAT TIME WOULD HAVE
 BEEN AN ADDITIONAL 6 INCHES OR FINISH FLOOR ABOVE 13
 FOOT 6 INCHES. THIS BUILDING IS CONSIDERED A POST FIRM
 BUILDING WITH THE PERMIT APPLICATION FOR THIS BUILDING
 DATED 10/19/79. THE BUILDING AT THAT TIME WAS ALSO
 ADDRESSED OFF OF (OLD) OKEECHOBEE RD., 1501 OLD
 OKEECHOBEE RD. THIS BUILDING IS TO BE CONSIDERED
 SUBSTANTIAL IMPROVEMENT AS WELL SINCE THE PROPERTY
 APPRAISERS OFFICE LIST THE IMPROVED VALUE OF THIS
 BUILDING AT $687,288.00 DOLLARS IN VALUE AND THE
 RENOVATION AND ADDITION ARE VALUED AT OVER 50% OF THE
 APPRAISED (PALM BEACH COUNTY PROPERTY APPRAISERS
 OFFICE) BUILDING VALUE. PLEASE PROVIDE A NEW SURVEY
 SHOWING THE PROPERTY IN AN A9 FLOOD ZONE AND PLEASE
 PROVIDE A FLOOD ZONE CERTIFICATE. PLEASE MAKE REFERENCE
 TO ELEVATIONS IN NGVD 29, THE CITY IS STILL USING THIS
 REFERENCE UNTIL AUGUST 28/ 2017 WHEN THE NEW MAPS WILL
 BE ADOPTED AND A 2 FOOT FREEBOARD REQUIREMENT.
  
 FBC BUILDING 1612 AND CITY OF WPB CODE OF ORDINANCES
 SECTION 94-546. STRUCTURE IS LOCATED IN AN "A" FLOOD
 ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED.
 PLEASE REVIEW CITY ORDINANCE FOR THE CITY REQUIREMENTS
 REQUIRE AN ADDITIONAL 6 INCHES/ (12 INCHES OF ELEVATION
 IF PERMIT APPLICATION IS ON OR AFTER SEPT. 12/2016.
  
 DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE
 REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES
 REQUIRED:
 (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE
 PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR
 HEIGHT. W. P. B. ADMINISTRATIVE CODE 107.3.5.1.1
 BUILDING MINIMUM PLAN REVIEW CRITERIA FOR COMMERCIAL
 BUILDINGS. (8) FLOOD REQUIREMENTS ELEVATIONS,
 ENCLOSURES, FLOOD DAMAGE-RESISTANT MATERIALS.
 (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND
 ELEVATION CERTIFICATE IS REQUIRED. W. P. B.
 ADMINISTRATIVE CODE 110.3 REQUIRED INSPECTIONS 1.2
 FLOOR/ SLAB INSPECTION. IN FLOOD HAZARD AREAS, UPON
 PLACEMENT OF THE LOWEST FLOOR, INCLUDING BASEMENT, AND
 PRIOR TO FURTHER VERTICAL CONSTRUCTION, THE ELEVATION
 CERTIFICATION, REQUIRED IN SECTION 1612.5, SHALL BE
 SUBMITTED TO THE BUILDING OFFICIAL.
 (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY
 OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE
 CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR
 ATTENDANTS A/C PADS OR OTHER SLABS FOR GENERATORS.
 W. P. B. ADMINISTRATIVE CODE 110.3 REQUIRED INSPECTIONS
 (6) FINAL INSPECTION. TO BE MADE AFTER THE BUILDING IS
 COMPLETED AND READY FOR OCCUPANCY. 6.1. LOWEST FLOOR
 ELEVATION. IN FLOOD HAZARD AREAS, AS PART OF THE FINAL
 INSPECTION, A FINAL CERTIFICATION OF THE LOWEST FLOOR
 ELEVATION SHALL BE SUBMITTED TO THE AUTHORITY HAVING
 JURISDICTION.
 FEMA NEW FORM AVAILABLE JUNE 13/2016.
 OMB NO. 1660-0008
 EXPIRATION DATE: NOV. 30/2018
 HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM
  
 2-6B) COMPLIED.
  
 6C) PLEASE PROVIDE CALCULATIONS FOR COMPLYING WITH
 FBC-B 407.5.1 REFUGE AREA.
  
 7A) COMPLIED.
  
 7B) 2ND REQUEST. ACCESSIBILITY CODE 805.2 TURNING
 SPACE. SLEEPING ROOM. NO FURNITURE LAYOUT IN THE
 ACCESSIBLE SLEEPING ROOMS.
  
 7C)2ND REQUEST. NO FURNITURE IN THE SLEEPING ROOMS.
 805.3 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE COMPLYING
 WITH 305 SHALL BE PROVIDED ON EACH SIDE OF THE BED. A
 CLEAR FLOOR SPACE SHALL BE POSITIONED FOR A PARALLEL
 APPROACH TO THE SIDE OF THE BED.
  
 7D) COMPLIED. 805.4. TOILET & BATHING ROOMS TOILET AND
 BATHING ROOMS THAT ARE PART OF THE PATIENT OR RESIDENT
 SLEEPING ROOM SHALL COMPLY WITH 603. WHERE PROVIDED, NO
 FEWER THAN ONE WATER CLOSET, ONE LAVATORY, AND ONE
 BATHTUB OR SHOWER SHALL COMPLY WITH THE APPLICABLE
 REQUIREMENTS OF 603 THROUGH610.
  
 7E)2ND REQUEST. THE PLANS DO NOT PROVIDE COMPLIANCE FOR
 ACCESSIBLE SIGNAGE AS PER REQUIRED PER SECTION 216.1 OF
 THE ACCESSIBILITY CODE. SIGNS SHALL BE PROVIDED IN
 ACCORDANCE WITH ALL OF SECTION 216 AND SHALL COMPLY
 WITH 703.
  
 8-12) COMPLIED.
  
 13) 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.
  
 14) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT
 NUMBER, WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE
 CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 THIS REVIEW CYCLE A THOROUGH REVIEW COULD NOT BE
 COMPLETED AND ADDITIONAL AND OR NEW COMMENTS MAY OCCUR
 ON SUBSEQUENT REVIEWS.
  
 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
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-07-25 Cont ID  
Sent By jwitmer Date 2017-07-25 Time 17:30 Rev Time 0.00
Received By jwitmer Date 2017-07-24 Time 11:57 Sent To  
Notes
2017-07-25 17:20:292014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17070253
 ADD: 1803 S. AUSTRALIAN AVE.
 CONT: DRY ART CONSTRUCTION
 TEL: 561-436-3703
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: MON. JULY 24TH/ 2017
 ACTION: DENIED
  
 1) THE SURVEY SUBMITTED BY PM SURVEYING LIST THIS
 PROPERTY IN A B FLOOD ZONE. USING THE ADOPTED FIRM MAPS
 DATED MARCH 1, 1979 COMMUNITY PANEL NUMBER 120229 0020
 B THIS SITE IS LOCATED IN AN A-9 FLOOD ZONE THE
 FREEBOARD AT THAT TIME WOULD HAVE BEEN AN ADDITIONAL 6
 INCHES OR FINISH FLOOR ABOVE 13 FOOT 6 INCHES. THIS
 BUILDING IS CONSIDERED A POST FIRM BUILDING WITH THE
 PERMIT APPLICATION FOR THIS BUILDING DATED 10/19/79.
 THE BUILDING AT THAT TIME WAS ALSO ADDRESSED OFF OF
 (OLD) OKEECHOBEE RD., 1501 OLD OKEECHOBEE RD. THIS
 BUILDING IS TO BE CONSIDERED SUBSTANTIAL IMPROVEMENT AS
 WELL SINCE THE PROPERTY APPRAISERS OFFICE LIST THE
 IMPROVED VALUE OF THIS BUILDING AT $687,288.00 DOLLARS
 IN VALUE AND THE RENOVATION AND ADDITION ARE VALUED AT
 OVER 50% OF THE APPRAISED (PALM BEACH COUNTY PROPERTY
 APPRAISERS OFFICE) BUILDING VALUE. PLEASE PROVIDE A NEW
 SURVEY SHOWING THE PROPERTY IN AN A9 FLOOD ZONE AND
 PLEASE PROVIDE A FLOOD ZONE CERTIFICATE. PLEASE MAKE
 REFERENCE TO ELEVATIONS IN NGVD 29, THE CITY IS STILL
 USING THIS REFERENCE UNTIL AUGUST 28/ 2017 WHEN THE NEW
 MAPS WILL BE ADOPTED AND A 2 FOOT FREEBOARD
 REQUIREMENT.
  
 FBC BUILDING 1612 AND CITY OF WPB CODE OF ORDINANCES
 SECTION 94-546. STRUCTURE IS LOCATED IN AN "A" FLOOD
 ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED.
 PLEASE REVIEW CITY ORDINANCE FOR THE CITY REQUIREMENTS
 REQUIRE AN ADDITIONAL 6 INCHES/ (12 INCHES OF ELEVATION
 IF PERMIT APPLICATION IS ON OR AFTER SEPT. 12/2016.
  
 DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE
 REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES
 REQUIRED:
 (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE
 PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR
 HEIGHT. W. P. B. ADMINISTRATIVE CODE 107.3.5.1.1
 BUILDING MINIMUM PLAN REVIEW CRITERIA FOR COMMERCIAL
 BUILDINGS. (8) FLOOD REQUIREMENTS ELEVATIONS,
 ENCLOSURES, FLOOD DAMAGE-RESISTANT MATERIALS.
 (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND
 ELEVATION CERTIFICATE IS REQUIRED. W. P. B.
 ADMINISTRATIVE CODE 110.3 REQUIRED INSPECTIONS 1.2
 FLOOR/ SLAB INSPECTION. IN FLOOD HAZARD AREAS, UPON
 PLACEMENT OF THE LOWEST FLOOR, INCLUDING BASEMENT, AND
 PRIOR TO FURTHER VERTICAL CONSTRUCTION, THE ELEVATION
 CERTIFICATION, REQUIRED IN SECTION 1612.5, SHALL BE
 SUBMITTED TO THE BUILDING OFFICIAL.
 (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY
 OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE
 CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR
 ATTENDANTS A/C PADS OR OTHER SLABS FOR GENERATORS.
 W. P. B. ADMINISTRATIVE CODE 110.3 REQUIRED INSPECTIONS
 (6) FINAL INSPECTION. TO BE MADE AFTER THE BUILDING IS
 COMPLETED AND READY FOR OCCUPANCY. 6.1. LOWEST FLOOR
 ELEVATION. IN FLOOD HAZARD AREAS, AS PART OF THE FINAL
 INSPECTION, A FINAL CERTIFICATION OF THE LOWEST FLOOR
 ELEVATION SHALL BE SUBMITTED TO THE AUTHORITY HAVING
 JURISDICTION.
 FEMA NEW FORM AVAILABLE JUNE 13/2016.
 OMB NO. 1660-0008
 EXPIRATION DATE: NOV. 30/2018
 HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM
  
 2) DISCREPANCY IN OCCUPANT LOADS. THE COVERSHEET A-00
 LIST THE OCCUPANT LOAD FOR THE I-2 OCCUPANCY 10,373 SQ.
 FT./ 240= 44 OCCUPANTS WHEREAS THE LIFE SAFETY SHEET
 LIST THE TOTAL AMOUNT OF OCCUPANTS AT 75 OCCUPANTS. THE
 LIFE SAFETY SHEET HAS THE CORRECT OCCUPANT LOAD AND
 CALCULATIONS. PLEASE UPDATE THE PLANS SEE 2014 FBC-B
 TABLE 1004.1.2
  
 3) WITH THE OCCUPANT LOAD OF 50 OR MORE IN I-2
 OCCUPANCY THE RISK CATEGORY OF THE BUILDING IS
 INCREASED TO A RISK CATEGORY III AND WIND SPEED TO 180
 MPH VULT. GROUP I-2 OCCUPANCIES WITH AN OCCUPANT LOAD
 OF 50 OR MORE RESIDENT CARE RECIPIENTS BUT NOT HAVING
 SURGERY OR EMERGENCY TREATMENT FACILITIES, IF THE
 FACILITY DOES HAVE SURGERY OR EMERGENCY TREATMENT
 FACILITIES THEN THE STRUCTURES RISK CATEGORY BECOMES AN
 IV.
  
 4A) THE OTHER ISSUE THE FRONT COVER SHEET A00 LIST THIS
 STRUCTURE AS A B EXPOSURE. TO THE NORTHEAST THERE IS A
 C SURFACE ROUGHNESS AS WELL AS TO THE SOUTH AND
 SOUTHEAST. SEE THE 2014 FBC-B EXPOSURE CATEGORY
 1609.4.2 SURFACE ROUGHNESS. THIS SURFACE ROUGHNESS
 SHALL APPLY TO ANY BUILDING LOCATED WITHIN SURFACE
 ROUGHNESS B TYPE TERRAIN WHERE THE BUILDING IS WITHIN
 100 FEET HORIZONTALLY IN ANY DIRECTION OF OPEN AREAS OF
 SURFACE ROUGHNESS C OR D TYPE TERRAIN THAT EXTENDS MORE
 THAN 600 FEET IN THE UPWIND DIRECTION AND WIDTH GREATER
 THAN 150 FEET.
  
 4B) THE ADJUSTMENT FACTORS WILL COME INTO PLAY WITH THE
 ASSOCIATED PRESSURES FOR A C EXPOSURE, SEE TABLE
 1609.7(2) ADJUSTMENT FACTORS FOR BUILDING HEIGHT AND
 EXPOSURE.
  
 5) SHEET A-00:
 5A) THE SITE PLAN PROVIDED SHOWS 31 PARKING SPACES ONLY
 ONE OF THE SPACES IS AN ACCESSIBLE PARKING SPACE WITH
 ACCESS AISLE. THE 2014 FBC-ACCESSIBILITY CODE TABLE
 208.2 PARKING SPACES REQUIRES 2 ACCESSIBLE PARKING
 SPACES AND ACCESS AISLES FOR 26 TO 50 PARKING SPACES.
  
 5B) THE SITE PLAN ALSO SHOWS THE PARKING SPACES 18 AND
 19 TO BE UNDER THE PORTE COCHERE BUT NOT THE ACCESSIBLE
 PARKING STALL. THE PLAN DOES NOT PROVIDE EQUIVALENT
 FACILITATION SECTION 103 OF THE ACCESSIBILITY CODE. IF
 COVERED PARKING IS PROVIDED THEN AT LEAST ONE
 ACCESSIBLE SPACE IS REQUIRED TO BE ALSO UNDER THE PORT
 COCHERE OR AN EQUIVALENCY TO.
  
 5C) WITH THE REQUIREMENT OF A NEW ACCESSIBLE PARKING
 SPACE PLEASE PROVIDE COMPLIANCE WITH THE 2014
 FBC-ACCESSIBILITY CODE 502.4 GROUND SURFACES 502.4
 FLOOR OR GROUND SURFACES.
 PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL
 COMPLY WITH 302. ACCESS AISLES SHALL BE AT THE SAME
 LEVEL AS THE PARKING SPACES THEY SERVE. CHANGES IN
 LEVEL ARE NOT PERMITTED. EXCEPTION: SLOPES NOT STEEPER
 THAN 1:48 SHALL BE PERMITTED.
  
 5D)(1) WITH THE ADDITION OF THE PORTE COCHERE PLEASE
 ALSO NOTE THIS BEING A DROP OFF ZONE WILL NEED TO SHOW
 COMPLIANCE WITH THE ACCESS. CODE 209.2.1 PASSENGER
 LOADING ZONES. PASSENGER LOADING ZONES, EXCEPT THOSE
 REQUIRED TO COMPLY WITH 209.2.2 AND 209.2.3, SHALL
 PROVIDE AT LEAST ONE PASSENGER LOADING ZONE COMPLYING
 WITH 503 IN EVERY CONTINUOUS 100 LINEAR FEET (30 M) OF
 LOADING ZONE SPACE, OR FRACTION THEREOF.
  
 5D)(2) 2014 FBC-ACCESS. CODE 209.3 MEDICAL CARE AND
 LONG-TERM CARE FACILITIES. AT LEAST ONE PASSENGER
 LOADING ZONE COMPLYING WITH 503 SHALL BE PROVIDED AT AN
 ACCESSIBLE ENTRANCE TO LICENSED MEDICAL CARE AND
 LICENSED LONG-TERM CARE FACILITIES WHERE THE PERIOD OF
 STAY EXCEEDS TWENTY-FOUR HOURS.
  
 5E) THE SITE PLAN SHOWS (2) NEW SIDEWALKS THAT ENTER
 THE BUILDING. PLEASE PROVIDE THE SLOPES FOR THE
 SIDEWALKS DO THEY RISE FROM THE PARKING LOT TO THE NEW
 LANDING NEXT TO THE DOORS? PLEASE PROVIDE THE CHANGE IN
 GRADE AND CROSS SLOPES? ARE THESE SIDEWALKS TO BE
 CONSIDERED RAMPS BECAUSE OF THE ELEVATION CHANGE?
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED TO BE ABLE
 TO DETERMINE CODE COMPLIANCE.
  
 6) SHEET A-02;
 6A) PLEASE NOTE THE WALL LEGEND SHOWS A CROSSED HATCHED
 WALL AS A 1 HOUR FIRE RATED ASSEMBLY, WHEREAS SHEETS
 A-03 & A-04 BOTH SHOW THESE WALLS TYPES AS NEW GYPSUM
 PARTITIONS. PLEASE PROVIDE HOW COMPLIANCE WITH FBC-B
 407.5 SMOKE BARRIERS. SMOKE BARRIERS SHALL BE PROVIDED
 TO SUBDIVIDE EVERY STORY USED BY PERSONS RECEIVING
 CARE, TREATMENT OR SLEEPING AND TO DIVIDE OTHER STORIES
 WITH AN OCCUPANT LOAD OF 50 OR MORE PERSONS, INTO NO
 FEWER THAN TWO SMOKE COMPARTMENTS. 407.3 CORRIDOR WALL
 CONSTRUCTION.
 CORRIDOR WALLS SHALL BE CONSTRUCTED AS SMOKE PARTITIONS
 IN ACCORDANCE WITH SECTION 710.
  
 6B) PLEASE PROVIDE HOW COMPLIANCE WITH FBC-B 407.4.3.5
 CARE SUITES CONTAINING SLEEPING ROOM AREAS.
 SLEEPING ROOMS SHALL BE PERMITTED TO BE GROUPED INTO
 CARE SUITES WITH ONE INTERVENING ROOM IF ONE OF THE
 FOLLOWING CONDITIONS IS MET:
 1. THE INTERVENING ROOM WITHIN THE CARE SUITE IS NOT
 USED AS AN EXIT ACCESS FOR MORE THAN EIGHT CARE
 RECIPIENT BEDS.
 2. THE ARRANGEMENT OF THE CARE SUITE ALLOWS FOR DIRECT
 AND CONSTANT VISUAL SUPERVISION BY CARE
 PROVIDERS.
  
 6C) PLEASE PROVIDE CALCULATIONS FOR COMPLYING WITH
 FBC-B 407.5.1 REFUGE AREA.
  
 7A) NEITHER SHEET A-00.1 NOR A-01 SHOW COMPLIANCE WITH
 THE 2014 ACCESSIBILITY CODE 223.2 DETOXIFICATION
 FACILITIES SHALL HAVE AT LEAST 10 % BUT NOT FEWER THAN
 ONE, OF THE PATIENT SLEEPING ROOMS SHALL PROVIDE
 MOBILITY FEATURES COMPLYING WITH 805.
  
 7B) ACCESSIBILITY CODE 805.2 TURNING SPACE.
  
 7C) 805.3 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE
 COMPLYING WITH 305 SHALL BE PROVIDED ON EACH SIDE OF
 THE BED. A CLEAR FLOOR SPACE SHALL BE POSITIONED FOR A
 PARALLEL APPROACH TO THE SIDE OF THE BED.
  
 7D) 805.4. TOILET & BATHING ROOMS TOILET AND BATHING
 ROOMS THAT ARE PART OF THE PATIENT OR RESIDENT SLEEPING
 ROOM SHALL COMPLY WITH 603. WHERE PROVIDED, NO FEWER
 THAN ONE WATER CLOSET, ONE LAVATORY, AND ONE BATHTUB OR
 SHOWER SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF
 603 THROUGH610.
  
 7E) THE PLANS DO NOT PROVIDE COMPLIANCE FOR ACCESSIBLE
 SIGNAGE AS PER REQUIRED PER SECTION 216.1 OF THE
 ACCESSIBILITY CODE. SIGNS SHALL BE PROVIDED IN
 ACCORDANCE WITH ALL OF SECTION 216 AND SHALL COMPLY
 WITH 703.
  
 8) SHEETS A-06, A-07, A-09 & S-01 ARE ALL IN VULT FOR
 170 MPH EXPOSURE B. ALSO SEE COMMENT # 3. PLEASE UPDATE
 THE PLANS TO THE 180 VULT, EXPOSURE C AND THE N CONVERT
 PRESSURES INTO VASD SINCE THE PRODUCT APPROVALS ARE ALL
 IN VASD. 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 9) / 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005,
 RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS
 OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS & ROOF HATCHES. NOA
 16-0629.16 COMPLY WITH COMMENT #10
 (B) WINDOWS & MULLIONS FL 14604.8 PROVIDE THE FLORIDA
 REPORT COVERSHEET!!!!!!!!!! (A)
 14608.3 PROVIDE THE FLORIDA REPORT COVERSHEET!!!!!!!!!!
 (B) ONLY ONE REPORT SUBMITTED
 14632.5 PROVIDE THE FLORIDA REPORT COVERSHEET!!!!!!!!!!
 SEE COMMENT # 10 COMPLY
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 10) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE
 PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF
 RECORD AND BEFORE SUBMISSION TO THE BUILDING
 DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,
 MULLION INFORMATION IF REQUIRED, ATTACHMENTS AND
 ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2014 FBC-B
 1405.13.1 INSTALLATION. WINDOWS AND DOORS SHALL BE
 INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURER?S
 INSTRUCTIONS. FASTENER SIZE AND SPACING SHALL BE
 PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE CALCULATED
 BASED ON MAXIMUM LOADS AND SPACING USED IN THE TESTS.
  
 11) 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE,
 THE CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE
 AND DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS,
 FASTENING REQUIREMENTS, FLASHING REQUIREMENTS AND WIND
 RESISTANCE RATING THAT ARE REQUIRED TO BE INSTALLED.
 PRODUCT EVALUATION AND INSTALLATION SHALL INDICATE
 COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR THE
 SPECIFIC SITE.
  
 12) FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 13) 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.
  
 14) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT
 NUMBER, WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE
 CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 THIS REVIEW CYCLE A THOROUGH REVIEW COULD NOT BE
 COMPLETED AND ADDITIONAL AND OR NEW COMMENTS MAY OCCUR
 ON SUBSEQUENT REVIEWS.
  
 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
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2018-01-04 Cont ID  
Sent By jpearson Date 2018-01-04 Time 08:49 Rev Time 0.00
Received By jpearson Date 2018-01-04 Time 08:49 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2017-11-02 Cont ID  
Sent By jpearson Date 2017-11-02 Time 08:14 Rev Time 0.00
Received By jpearson Date 2017-11-01 Time 10:28 Sent To I
Notes
2017-11-02 08:14:36CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
  
 ELECTRICAL REVIEW COMMENTS: ALL ITEMS EXCEPT # 4
 CORRECTED. SEE ADDITIONAL COMMENTS IN PARANTHESES.
  
 1. CORRECTED.
 2. CORRECTED.
 3. CORRECTED.
 4. PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR EACH
 PANEL INCLUDING INFORMATION FROM THE POWER COMPANY
 STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR
 THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE
 SERVICE EQUIPMENT AND DOWNSTREAM PANELS IS ADEQUATE.
 NEC 110.9, 110.10 (RISER DIAGRAM DOES NOT MATCH THE
 INSTALLATION SHOWN ON THE PLAN. IS THERE AN 800 AMP
 MAIN THAT FEEDS DISCONNECTS FOR EACH PANEL, OR IS THERE
 AN MDP PANEL THAT HAS BREAKERS THAT FEED EACH PANEL. A
 "CT CAN" DOES NOT HAVE ANY OVERCURRENT PROTECTION
 INSIDE. CLARIFY AND/OR CORRECT DISCREPANCIES BETWEEN
 PLAN AND RISER DIAGRAM. PROVIDE CALCULATION THAT STATES
 THE AVAILABLE FAULT CURRENT FOR EACH PANEL. A NOTE IS
 NOT SUFFICIENT COMPLIANCE. NEC 110.9, 110.10, 215.5;
 FBC 107.2.1)
 5. CORRECTED.
 6. CORRECTED.
 7. CORRECTED.
 8.CORRECTED.
 9. CORRECTED.
 10. CORRECTED.
 11. CORRECTED.
 12. CORRECTED.
 13. CORRECTED.
 15. CORRECTED.
 16. CORRECTED.
 17. CORRECTED.
 18. CORRECTED.
 19. CORRECTED.
 20. CORRECTED.
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2017-07-18 Cont ID  
Sent By jpearson Date 2017-07-18 Time 14:17 Rev Time 0.00
Received By jpearson Date 2017-07-18 Time 14:17 Sent To  
Notes
2017-07-18 15:04:32CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
  
 ELECTRICAL REVIEW COMMENTS:
  
 1. SHEET E-01, NOTE 1 REFERENCES THE 2013 NATIONAL
 ELECTRICAL CODE (NEC), WHICH DOESN'T EXIST. REVISE
 REFERENCE TO THE CURRENT CODE, WHICH IS THE 2011 NEC.
 FBC PREFACE.
 2. SHEET E-01, NOTE 4 STATES THAT ALL RECEPTACLES SHALL
 BE TAMPER RESISTANT PER NEC 406.11. THIS CODE SECTION
 DOES NOT APPLY TO TAMPER RESISTANT RECEPTACLES. PROVIDE
 CORRECTION. NEC 406.12
 3. SHEET E-09, PANEL SCHEDULES FOR PANELS A, B, C, D,
 AND K STATE THAT THEY ARE 120/240 SINGLE PHASE PANELS.
 THEY ARE FED FROM A 120/208 SYSTEM, SO THEY SHOULD BE
 LABELED AS 120/208 SINGLE PHASE PANELS. THE CORRECT
 VOLTAGE SHOULD BE USED IN ALL LOAD CALCULATIONS AND
 SHORT CIRCUIT CALCULATIONS FOR THE PANELS. PROVIDE
 CORRECTION FOR ALL PANEL SCHEDULES AND PANELS IN RISER
 DIAGRAM. FBC 107.2.1; NEC 220.5, 215.5
 4. PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR EACH
 PANEL INCLUDING INFORMATION FROM THE POWER COMPANY
 STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR
 THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE
 SERVICE EQUIPMENT AND DOWNSTREAM PANELS IS ADEQUATE.
 NEC 110.9, 110.10
 5. PROVIDE NOTE THAT THE SERVICE EQUIPMENT SHALL BE
 MARKED WITH THE MAXIMUM AVAILABLE SHORT CIRCUIT CURRENT
 AVAILABLE PER NEC 110.24.
 6. RISER DIAGRAM SHOWS A GROUNDING ELECTRODE
 CONDUCTOR(GEC) TO 2 GROUND RODS. REVISE RISER DIAGRAM
 TO SHOW ALL GROUNDING ELECTRODES AVAILABLE AND THE GEC
 SIZE TO EACH. NEC 250.50, 250.66
 7. CIRCUIT NUMBERS FOR LIGHTING ARE NOT IDENTIFIED ON
 ANY OF THE LIGHTING PLANS. PROVIDE CORRECTION. FBC
 107.2.1, NEC 215.5
 8. PROVIDE DETAIL OF EXTERIOR LIGHTING CONTROLS FOR
 PORTE COCHERE PER ENERGY CODE: "LIGHTING NOT DESIGNATED
 FOR DUSK-TO-DAWN OPERATION SHALL BE CONTROLLED BY
 EITHER A COMBINATION OF A PHOTOSENSOR AND A TIME
 SWITCH, OR AN ASTRONOMICAL TIME SWITCH. LIGHTING
 DESIGNATED FOR DUSK-TO-DAWN OPERATION SHALL BE
 CONTROLLED BY AN ASTRONOMICAL TIME SWITCH OR
 PHOTOSENSOR. ALL TIME SWITCHES SHALL BE CAPABLE OF
 RETAINING PROGRAMMING AND THE TIME SETTING DURING LOSS
 OF POWER FOR A PERIOD OF AT LEAST 10 HOURS." FBC ENERGY
 C405.2.4
 9. PROVIDE THE ADDITIONAL LIGHTING CONTROLS STIPULATED
 IN THE FBC ENERGY CODE. MANY AREAS DO NOT SHOW THE
 OCCUPANCY SENSORS REQUIRED. FBC C405.2.2, 405.2.2.2
 10. WILL THERE BE ANY PATIENT CARE AREAS? PLEASE
 INDICATE ON PLANS WHICH ROOMS SHALL BE WIRED PER NEC
 517.13.
 11. PROVIDE GFCI PROTECTED OUTLET AND SWITCH CONTROLLED
 LIGHT FOR SERVICING EACH AHU LOCATED IN AN ATTIC. FBC
 MECHANICAL CODE M306.3.1
 12. PROVIDE KITCHEN EQUIPMENT SCHEDULE SHOWING CURRENT
 REQUIREMENTS FOR EACH APPLIANCE AND LISTING. NEC 110.3;
 FBC 107.2.1
 13. GENERAL NOTES TO CONSTRUCTION DOCUMENTS: PLEASE
 PROVIDE A BLOCK NOTE INDICATING THE REQUIRED SEPARATE
 PERMITS AND DATA SPECIFICATION SHEET SUBMITTALS FOR ALL
 LOW VOLTAGE SYSTEMS TO INCLUDE BUT NOT LIMITED TO FIRE
 ALARM, CCTV, PHONE AND DATA, WIRELESS SYSTEMS, KITCHEN
 HOODS ETC. A NOTE WILL SUFFICE.
 14. SHOW ON PLAN THE LOCATION OF PANEL K. FBC 107.2.1
 15. PROVIDE GFCI PROTECTION FOR ALL OUTLETS IN KITCHEN.
 NEC 210.8(B)(2)
 16. PROVIDE RECEPTACLE CONTROL REQUIRED BY FBC C401.2
 AND ASHREA 90.1: 8.4.2
 17. SHEET E-02, THE CIRCUIT FOR THE WATER FEATURE IS
 NOT INDICATED. PROVIDE CORRECTION. FBC 107.2.1; NEC
 215.5
 18. PROVIDE COMPLIANCE WITH VOLTAGE DROP REQUIREMENTS
 OF THE ENERGY CODE. FBC C405.7.3
 19. AE TYPE FIXTURES SHOWN ON LIGHTING PLANS ARE
 CONTROLLED BY A SWITCH. WHEN THE SWITCH IS TURNED OFF,
 THE LIGHTS WILL THEN USE THE BATTERY BACKUP TO POWER
 THE LIGHT, THUS DEFEATING THE PURPOSE OF AN EMERGENCY
 LIGHTING SYSTEM. PROVIDE CORRECTION. NEC 700.12(F)
 20. PROVIDE DETAIL OF INTERIOR LIGHTING POWER
 ALLOWANCES, EITHER BY BUILDING TYPE OR BY AREA METHOD
 AS EXPLAINED IN THE FBC ENERGY CODE, WITH EXPLANATION
 OF THE TOTAL AMOUNT OF LIGHTING POWER PROPOSED TO MEET
 CODE REQUIREMENTS. FBC 405.5.2
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 5 Status P Date 2018-02-09 Cont ID  
Sent By pleduc Date 2018-02-09 Time   Rev Time 0.00
Received By pleduc Date 2018-02-09 Time 13:14 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2018-01-25 Cont ID  
Sent By pleduc Date 2018-01-25 Time   Rev Time 0.00
Received By pleduc Date 2018-01-24 Time 16:14 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2018-01-19 Cont ID  
Sent By pleduc Date 2018-01-19 Time   Rev Time 0.00
Received By pleduc Date 2017-12-27 Time 10:23 Sent To I
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2017-10-27 Cont ID  
Sent By pleduc Date 2017-10-27 Time   Rev Time 0.00
Received By pleduc Date 2017-10-27 Time 11:55 Sent To  
Notes
2017-10-27 11:56:27THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) A PREVIOUS COMMENT WAS NOT CORRECTLY ADDRESSED.
  
 PREVIOUS COMMENT:
  
 3) SHEET A 00.1 - THERE IS A REFERENCE TO A FIRE
 SPRINKLER SYSTEM. THE FIRE SPRINKLER SYSTEM SHALL
 COMPLY WITH NFPA 13.
  
 PLEASE BE ADVISED: IF THERE IS NO EXISTING FIRE
 SPRINKLER SYSTEM, AND THE OCCUPANCY CLASSIFICATION
 REQUIRES A FIRE SRINKLER SYSTEM, THIS MASTER PERMIT
 SHALL CONTAIN THE FLORIDA STATUTES 61G REQUIREMENTS.
  
 61G15-32.003 COMMON REQUIREMENTS TO ALL FIRE PROTECTION
 ENGINEERING
 DOCUMENTS.
 (1) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL PROVIDE THE ENGINEERING REQUIREMENTS TO BE USED
 IN THE PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS AND TO INDICATE THE NATURE AND SCOPE OF THE
 WORK, AND TO DESCRIBE, DETAIL, DIMENSION, LABEL AND
 DEFINE THE FIRE PROTECTION COMPONENTS, SYSTEM(S),
 MATERIALS, ASSEMBLIES, EQUIPMENT AND ITS STRUCTURAL AND
 UTILITY SUPPORT SYSTEM(S), INSOFAR AS THEY INVOLVE THE
 SAFEGUARDING OF LIFE, HEALTH OR PROPERTY.
 (2) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL SPECIFY THE APPLICABLE REQUIREMENTS FOR THE
 ACCEPTANCE TESTING OF THE FIRE PROTECTION SYSTEM AND
 COMPONENTS, WHICH SHALL BE BASED UPON APPLICABLE CODES
 AND STANDARDS, WHERE AVAILABLE.
 (3) THE OCCUPANCY OF THE AREA OR DESCRIPTION OF A
 SPECIFIC HAZARD BEING PROTECTED BY THE FIRE PROTECTION
 SYSTEM(S) SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (4) THE APPLICABLE CODE AND STANDARD TO BE USED IN THE
 PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS. WHEN CODES AND STANDARDS ARE NOT
 AVAILABLE OR APPLICABLE, AND SAID LAYOUT DOCUMENTS ARE
 TO BE BASED ON ENGINEERING JUDGMENT, ANY REASONS AND
 ASSUMPTIONS MADE TO DEVELOP THE FIRE PROTECTION CONCEPT
 SHALL BE IDENTIFIED ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (5) STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS REQUIRED
 BY THE FIRE PROTECTION SYSTEM SHALL BE SHOWN ON THE
 FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS AND SHALL
 BE REFERENCED ON STRUCTURAL ENGINEERING DOCUMENTS.
 (6) WHEN LAYOUT DOCUMENTS CONTAIN MATERIAL DEVIATION
 FROM THE ENGINEER OF RECORD'S FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENT, SUCH LAYOUT DOCUMENTS ARE NOT
 COMPLIANT UNLESS THEY ARE ACCOMPANIED BY REVISED
 ENGINEERING DOCUMENTS MADE AND SEALED BY THE ENGINEER
 OF RECORD FOR THE FIRE PROTECTION SYSTEM.
 (7) REQUIREMENTS FOR ACTIVATION CONTROL SYSTEMS,
 SEQUENCE, OPERATING PARAMETERS, INTERLOCKS, SAFETY
 RELATED DEVICES, INDICATORS AND ALARMS, SHALL BE SHOWN
 ON THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS,
 UNLESS SHOWN ON OTHER RELATED DOCUMENTS.
 (8) ANY INFORMATION DEEMED APPROPRIATE BY THE ENGINEER
 OF RECORD TO ASSIST THE AUTHORITY HAVING JURISDICTION
 IN UNDERSTANDING THE OWNER?S INTENDED USE AND PROPOSED
 PROTECTION OF THE BUILDING OR FACILITY AND TO PROVIDE
 SUFFICIENT DIRECTION TO THE INSTALLATION CONTRACTOR OR
 OTHER INTERESTED PARTIES REGARDING THE LAYOUT OF THE
 SYSTEM(S), SHALL BE INCLUDED IN THE FIRE PROTECTION
 SYSTEM ENGINEERING DOCUMENTS.
 SPECIFIC AUTHORITY 471.008, 471.033(2), FS
 LAW IMPLEMENTED 471.005(7), 471.033(2), FS
 HISTORY?NEW 5-19-93, FORMERLY 21H-32.003, AMENDED
 4-2-2000, 6-26-01
  
 61G15-32.004 DESIGN OF WATER BASED FIRE PROTECTION
 SYSTEMS.
 (1) WATER BASED FIRE PROTECTION SYSTEMS INCLUDE, BUT
 ARE NOT LIMITED TO, AUTOMATIC SPRINKLER SYSTEMS OF WET,
 DRY, FINE WATER SPRAY (MIST), MANUAL, AND DELUGE VALVE
 CONTROLLED TYPES, PUMPING SYSTEMS, STANDPIPES, FIRE
 WATER MAINS AND DEDICATED FIRE PROTECTION WATER
 SOURCES.
 (2) TO ENSURE MINIMUM DESIGN QUALITY IN FIRE PROTECTION
 SYSTEM ENGINEERING DOCUMENTS, SAID DOCUMENTS SHALL
 INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION WHEN
 APPLICABLE:
 (A) THE POINT OF SERVICE FOR THE FIRE PROTECTION WATER
 SUPPLY AS DEFINED BY 633.021(18) F.S.
 (B) APPLICABLE NFPA STANDARD TO BE APPLIED, OR IN THE
 CASE WHERE NO SUCH STANDARD EXISTS, THE ENGINEERING
 STUDY, JUDGMENTS, AND/OR PERFORMANCE BASED ANALYSIS AND
 CONCLUSIONS.
 (C) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA.
 (D) DESIGN APPROACH, WHICH INCLUDES SYSTEM TYPE,
 DENSITIES, DEVICE TEMPERATURE RATING, AND SPACING FOR
 EACH SEPARATE 42 HAZARD OCCUPANCY.
 (E) CHARACTERISTICS OF WATER SUPPLY TO BE USED, SUCH AS
 MAIN SIZE AND LOCATION, WHETHER IT IS DEAD-END OR
 CIRCULATING; AND IF DEAD-END, THE DISTANCE TO THE
 NEAREST CIRCULATING MAIN, AS WELL AS ITS MINIMUM
 DURATION AND RELIABILITY FOR THE MOST HYDRAULICALLY
 DEMANDING DESIGN AREA.
 (F) WHEN PRIVATE OR PUBLIC WATER SUPPLIES ARE USED, THE
 FLOW TEST DATA, INCLUDING DATE AND TIME OF TEST, WHO
 CONDUCTED TEST OR SUPPLIED INFORMATION, TEST ELEVATION,
 STATIC GAUGE PRESSURE AT NO FLOW, FLOW RATE WITH
 RESIDUAL GAUGE PRESSURE, HYDRANT BUTT COEFFICIENT, AND
 LOCATION OF TEST IN RELATION TO THE HYDRAULIC POINT OF
 SERVICE.
 (G) VALVING AND ALARM REQUIREMENTS TO MINIMIZE
 POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF
 WATER.
 (H) MICROBIAL INDUCED CORROSION (MIC). THE ENGINEER OF
 RECORD SHALL MAKE REASONABLE EFFORTS TO IDENTIFY WATER
 SUPPLIES THAT COULD LEAD TO MICROBIAL INDUCED CORROSION
 (MIC). SUCH EFFORTS MAY CONSIST OF DISCUSSIONS WITH THE
 LOCAL WATER PURVEYOR AND/OR FIRE OFFICIAL, FAMILIARITY
 WITH CONDITIONS IN THE LOCAL AREA, OR LABORATORY
 TESTING OF WATER SUPPLIES. WHEN CONDITIONS ARE FOUND
 THAT MAY RESULT IN MIC CONTAMINATION OF THE FIRE
 PROTECTION PIPING, THE ENGINEER SHALL DESIGN CORRECTIVE
 MEASURES.
 (I) BACKFLOW PREVENTION AND METERING SPECIFICATIONS AND
 DETAILS TO MEET LOCAL WATER PURVEYOR REQUIREMENTS
 INCLUDING MAXIMUM ALLOWABLE PRESSURE DROP.
 (J) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD
 AND INTERIOR FIRE PROTECTION COMPONENTS.
 (3) CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE ABOVE
 MINIMUM DESIGN PARAMETERS SHALL BE CONSIDERED MATERIAL
 DEVIATIONS AND REQUIRE SUPPLEMENTAL ENGINEERING
 APPROVAL AND DOCUMENTATION.
 (4) IN THE EVENT THE ENGINEER OF RECORD PROVIDES MORE
 INFORMATION AND DIRECTION THAN IS ESTABLISHED ABOVE, HE
 OR SHE SHALL BE HELD RESPONSIBLE FOR THE TECHNICAL
 ACCURACY OF THE WORK IN ACCORDANCE WITH APPLICABLE
 CODES, STANDARDS, AND SOUND ENGINEERING PRINCIPLES.
 SPECIFIC AUTHORITY 471.008, 471.033(2), FS
 LAW IMPLEMENTED 471.005(7), 471.033(2), FS
 HISTORY?NEW 5-19-93, FORMERLY 21H-32.004, AMENDED
 4-2-2000, 6-26-01, 7-12-05
  
 THIS INFORMATION CAN BE SUBMITTED IN NARRATIVE OR
 DRAWING FORM, BUT SHALL CONTAIN THE REQUIRED
 INFOMRATION.
  
 PLEASE PROVIDE THE REQUIRED INFORMATION WITH THIS
 RESUBMITTAL.
  
  
 NEW COMMENT:
  
 CONTACTED MIQUEL ON 10/19 ABOUT MISSING 61G DOCUMENTS,
 HE STATED HE WOULD SUPPLY THE DOCUMENTS. HAVE NOT
 RECEIVED ANY INFORMATION AS OF THIS DATE 10/27.
 RESUBMITTAL FAILED.
  
  
  
 2) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
  
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2017-07-13 Cont ID  
Sent By pleduc Date 2017-07-13 Time   Rev Time 0.00
Received By pleduc Date 2017-07-12 Time 16:38 Sent To  
Notes
2017-07-13 09:49:25THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
  
 1) SHEETA 00 & 00.1 - THERE ARE NO CODE REFERENCES TO
 THE FLORIDA FIRE PREVENTION 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.
  
 PLEASE REVIEW, ENSURE COMPLIANCE AND PROVIDE AN
 APPLICABLE NOTE.
  
  
  
  
 2) SHEET A 00 & 00.1 - THERE IS NO INDICATION OF THE
 OCCUPANCY CLASSIFICATION PER THE FLORIDA FIRE
 PREVENTION CODE.
  
 PER NFPA 101, CHAPTER 6
  
 6.1 CLASSIFICATION OF OCCUPANCY.
 6.1.1 GENERAL.
 6.1.1.1 OCCUPANCY CLASSIFICATION. THE OCCUPANCY OF A
 BUILDING OR STRUCTURE, OR PORTION OF A BUILDING OR
 STRUCTURE, SHALL BE CLASSIFIED IN ACCORDANCE WITH 6.1.2
 THROUGH 6.1.13. OCCUPANCY CLASSIFICATION SHALL BE
 SUBJECT TO THE RULING OF THE AUTHORITY HAVING
 JURISDICTION WHERE THERE IS A QUESTION OF PROPER
 CLASSIFICATION IN ANY INDIVIDUAL CASE.
  
 PLEASE PROVIDE A DETAILED REVIEW OF THE PURPOSE AND
 OPERATION OF THE PROPOSED USE OF THE BUILDING.
  
 BASED ON PROPOSED USE, PLEASE PROVIDE THE OCCUPANCY
 CLASSIFICATION PER NFPA 101, CHAPTER 6.
  
  
  
 2) SHEET A 00.1 - THERE IS AN INDICATION OF A KITCHEN
 AND HOOD WITH REFERENCE TO NFPA 96,
  
 PLEASE PROVIDE A NOTE INDICATING THAT "THE KITCHEN HOOD
 & HOOD SUPPRESSION SYSTEMS SHALL BE SUBMITTED UNDER
 SEPARATE SHOP DRAWINGS."
  
  
  
 3) SHEET A 00.1 - THERE IS A REFERENCE TO A FIRE
 SPRINKLER SYSTEM. THE FIRE SPRINKLER SYSTEM SHALL
 COMPLY WITH NFPA 13.
  
 PLEASE BE ADVISED: IF THERE IS NO EXISTING FIRE
 SPRINKLER SYSTEM, AND THE OCCUPANCY CLASSIFICATION
 REQUIRES A FIRE SRINKLER SYSTEM, THIS MASTER PERMIT
 SHALL CONTAIN THE FLORIDA STATUTES 61G REQUIREMENTS.
  
 61G15-32.003 COMMON REQUIREMENTS TO ALL FIRE PROTECTION
 ENGINEERING
 DOCUMENTS.
 (1) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL PROVIDE THE ENGINEERING REQUIREMENTS TO BE USED
 IN THE PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS AND TO INDICATE THE NATURE AND SCOPE OF THE
 WORK, AND TO DESCRIBE, DETAIL, DIMENSION, LABEL AND
 DEFINE THE FIRE PROTECTION COMPONENTS, SYSTEM(S),
 MATERIALS, ASSEMBLIES, EQUIPMENT AND ITS STRUCTURAL AND
 UTILITY SUPPORT SYSTEM(S), INSOFAR AS THEY INVOLVE THE
 SAFEGUARDING OF LIFE, HEALTH OR PROPERTY.
 (2) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL SPECIFY THE APPLICABLE REQUIREMENTS FOR THE
 ACCEPTANCE TESTING OF THE FIRE PROTECTION SYSTEM AND
 COMPONENTS, WHICH SHALL BE BASED UPON APPLICABLE CODES
 AND STANDARDS, WHERE AVAILABLE.
 (3) THE OCCUPANCY OF THE AREA OR DESCRIPTION OF A
 SPECIFIC HAZARD BEING PROTECTED BY THE FIRE PROTECTION
 SYSTEM(S) SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (4) THE APPLICABLE CODE AND STANDARD TO BE USED IN THE
 PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS. WHEN CODES AND STANDARDS ARE NOT
 AVAILABLE OR APPLICABLE, AND SAID LAYOUT DOCUMENTS ARE
 TO BE BASED ON ENGINEERING JUDGMENT, ANY REASONS AND
 ASSUMPTIONS MADE TO DEVELOP THE FIRE PROTECTION CONCEPT
 SHALL BE IDENTIFIED ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (5) STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS REQUIRED
 BY THE FIRE PROTECTION SYSTEM SHALL BE SHOWN ON THE
 FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS AND SHALL
 BE REFERENCED ON STRUCTURAL ENGINEERING DOCUMENTS.
 (6) WHEN LAYOUT DOCUMENTS CONTAIN MATERIAL DEVIATION
 FROM THE ENGINEER OF RECORD'S FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENT, SUCH LAYOUT DOCUMENTS ARE NOT
 COMPLIANT UNLESS THEY ARE ACCOMPANIED BY REVISED
 ENGINEERING DOCUMENTS MADE AND SEALED BY THE ENGINEER
 OF RECORD FOR THE FIRE PROTECTION SYSTEM.
 (7) REQUIREMENTS FOR ACTIVATION CONTROL SYSTEMS,
 SEQUENCE, OPERATING PARAMETERS, INTERLOCKS, SAFETY
 RELATED DEVICES, INDICATORS AND ALARMS, SHALL BE SHOWN
 ON THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS,
 UNLESS SHOWN ON OTHER RELATED DOCUMENTS.
 (8) ANY INFORMATION DEEMED APPROPRIATE BY THE ENGINEER
 OF RECORD TO ASSIST THE AUTHORITY HAVING JURISDICTION
 IN UNDERSTANDING THE OWNER?S INTENDED USE AND PROPOSED
 PROTECTION OF THE BUILDING OR FACILITY AND TO PROVIDE
 SUFFICIENT DIRECTION TO THE INSTALLATION CONTRACTOR OR
 OTHER INTERESTED PARTIES REGARDING THE LAYOUT OF THE
 SYSTEM(S), SHALL BE INCLUDED IN THE FIRE PROTECTION
 SYSTEM ENGINEERING DOCUMENTS.
 SPECIFIC AUTHORITY 471.008, 471.033(2), FS
 LAW IMPLEMENTED 471.005(7), 471.033(2), FS
 HISTORY?NEW 5-19-93, FORMERLY 21H-32.003, AMENDED
 4-2-2000, 6-26-01
  
 61G15-32.004 DESIGN OF WATER BASED FIRE PROTECTION
 SYSTEMS.
 (1) WATER BASED FIRE PROTECTION SYSTEMS INCLUDE, BUT
 ARE NOT LIMITED TO, AUTOMATIC SPRINKLER SYSTEMS OF WET,
 DRY, FINE WATER SPRAY (MIST), MANUAL, AND DELUGE VALVE
 CONTROLLED TYPES, PUMPING SYSTEMS, STANDPIPES, FIRE
 WATER MAINS AND DEDICATED FIRE PROTECTION WATER
 SOURCES.
 (2) TO ENSURE MINIMUM DESIGN QUALITY IN FIRE PROTECTION
 SYSTEM ENGINEERING DOCUMENTS, SAID DOCUMENTS SHALL
 INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION WHEN
 APPLICABLE:
 (A) THE POINT OF SERVICE FOR THE FIRE PROTECTION WATER
 SUPPLY AS DEFINED BY 633.021(18) F.S.
 (B) APPLICABLE NFPA STANDARD TO BE APPLIED, OR IN THE
 CASE WHERE NO SUCH STANDARD EXISTS, THE ENGINEERING
 STUDY, JUDGMENTS, AND/OR PERFORMANCE BASED ANALYSIS AND
 CONCLUSIONS.
 (C) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA.
 (D) DESIGN APPROACH, WHICH INCLUDES SYSTEM TYPE,
 DENSITIES, DEVICE TEMPERATURE RATING, AND SPACING FOR
 EACH SEPARATE 42 HAZARD OCCUPANCY.
 (E) CHARACTERISTICS OF WATER SUPPLY TO BE USED, SUCH AS
 MAIN SIZE AND LOCATION, WHETHER IT IS DEAD-END OR
 CIRCULATING; AND IF DEAD-END, THE DISTANCE TO THE
 NEAREST CIRCULATING MAIN, AS WELL AS ITS MINIMUM
 DURATION AND RELIABILITY FOR THE MOST HYDRAULICALLY
 DEMANDING DESIGN AREA.
 (F) WHEN PRIVATE OR PUBLIC WATER SUPPLIES ARE USED, THE
 FLOW TEST DATA, INCLUDING DATE AND TIME OF TEST, WHO
 CONDUCTED TEST OR SUPPLIED INFORMATION, TEST ELEVATION,
 STATIC GAUGE PRESSURE AT NO FLOW, FLOW RATE WITH
 RESIDUAL GAUGE PRESSURE, HYDRANT BUTT COEFFICIENT, AND
 LOCATION OF TEST IN RELATION TO THE HYDRAULIC POINT OF
 SERVICE.
 (G) VALVING AND ALARM REQUIREMENTS TO MINIMIZE
 POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF
 WATER.
 (H) MICROBIAL INDUCED CORROSION (MIC). THE ENGINEER OF
 RECORD SHALL MAKE REASONABLE EFFORTS TO IDENTIFY WATER
 SUPPLIES THAT COULD LEAD TO MICROBIAL INDUCED CORROSION
 (MIC). SUCH EFFORTS MAY CONSIST OF DISCUSSIONS WITH THE
 LOCAL WATER PURVEYOR AND/OR FIRE OFFICIAL, FAMILIARITY
 WITH CONDITIONS IN THE LOCAL AREA, OR LABORATORY
 TESTING OF WATER SUPPLIES. WHEN CONDITIONS ARE FOUND
 THAT MAY RESULT IN MIC CONTAMINATION OF THE FIRE
 PROTECTION PIPING, THE ENGINEER SHALL DESIGN CORRECTIVE
 MEASURES.
 (I) BACKFLOW PREVENTION AND METERING SPECIFICATIONS AND
 DETAILS TO MEET LOCAL WATER PURVEYOR REQUIREMENTS
 INCLUDING MAXIMUM ALLOWABLE PRESSURE DROP.
 (J) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD
 AND INTERIOR FIRE PROTECTION COMPONENTS.
 (3) CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE ABOVE
 MINIMUM DESIGN PARAMETERS SHALL BE CONSIDERED MATERIAL
 DEVIATIONS AND REQUIRE SUPPLEMENTAL ENGINEERING
 APPROVAL AND DOCUMENTATION.
 (4) IN THE EVENT THE ENGINEER OF RECORD PROVIDES MORE
 INFORMATION AND DIRECTION THAN IS ESTABLISHED ABOVE, HE
 OR SHE SHALL BE HELD RESPONSIBLE FOR THE TECHNICAL
 ACCURACY OF THE WORK IN ACCORDANCE WITH APPLICABLE
 CODES, STANDARDS, AND SOUND ENGINEERING PRINCIPLES.
 SPECIFIC AUTHORITY 471.008, 471.033(2), FS
 LAW IMPLEMENTED 471.005(7), 471.033(2), FS
 HISTORY?NEW 5-19-93, FORMERLY 21H-32.004, AMENDED
 4-2-2000, 6-26-01, 7-12-05
  
 THIS INFORMATION CAN BE SUBMITTED IN NARRATIVE OR
 DRAWING FORM, BUT SHALL CONTAIN THE REQUIRED
 INFOMRATION.
  
 PLEASE PROVIDE THE REQUIRED INFORMATION WITH THE
 RESUBMITTAL.
  
  
  
  
 4) SHEET A 00.1 - THERE IS AN INDICATION OF USING "SAFE
 LOCKS".
  
 PLEASE PROVIDE A NARRATIVE NOTE TO DESCRIBE WHAT THIS
 TERM MEANS AND HOW WILL THE LOCKS BE USED.
  
 IF A DELAYED EGRESS OR CARD SWIPE SYSTEM BE USED,
 PLEASE PROVIDE AND NOTE AND ENSURE IT COMPLIES WITH
 NFPA 101, CHAPTER 7, MEANS OF EGRESS, UNDER SEPARATE
 SHOP DRAWINGS.
  
  
  
 5) SHEET 00.1 - THERE IS AN INDICATION OF A FIRE ALARM
 SYSTEM. THE FIRE ALARM SYSTEM SHALL COMPLY WITH NFPA 72
 AND SHALL BE SUBMITTED UNDER SEPARATE SHOP DRAWINGS BY
 CERTIFIED LIFE SAFETY CONTRACTORS.
  
 PLEASE PROVIDE AN APPLICABLE NOTE.
  
  
  
  
 6) SHEET A 05 - THERE IS LIMITED DETAIL ON THE EXISTING
 ROOF SYSTEM, BUT THE NEW ROOF SYSTEM OVER THE PORTE
 COCHERE IS LIGHTWEIGHT.
  
 PLEASE PROVIDE DETAILED INFORMATION REGARDING THE
 EXISTING ROOF SYSTEM.
  
 PER FLORIDA 69A-60.0081; NOTICE SIGNAGE IS REQUIRED FOR
 STRUCTURES WITH LIGHT-FRAME TRUSS-TYPE CONSTRUCTION.
 ANY COMMERCIAL, INDUSTRIAL, OR ANY MULTIUNIT
 RESIDENTIAL STRUCTURE OF THREE UNITS OR MORE WHICH USES
 HORIZONTAL OR VERTICAL LIGHT-FRAME TRUSS-TYPE
 CONSTRUCTION IN ANY PORTION SHALL BE MARKED WITH A
 MALTESE CROSS SIGN MEASURING 8 INCHES HORIZONTALLY AND
 8 INCHES VERTICALLY, OF A BRIGHT RED REFLECTIVE COLOR.
 THE APPROVED SYMBOL SHALL BE PLACED WITHIN 24 INCHES TO
 THE LEFT OF THE MAIN ENTRY DOOR.
 1. STRUCTURES WITH LIGHT-FRAME TRUSS ROOFS SHALL BE
 MARKED WITH THE LETTER "R".
 2. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR SYSTEMS
 SHALL BE MARKED WITH THE LETTER "F".
 3. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR AND ROOF
 SYSTEMS SHALL BE MARKED WITH THE LETTERS "R/F".
  
 PLEASE PROVIDE AN APPLICABLE NOTE OF COMPLIANCE.
  
  
  
 7) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
 8) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
  
Review Stop G GAS REVIEW
Rev No 1 Status N Date 2017-08-10 Cont ID  
Sent By gjohnson Date 2017-08-10 Time 09:54 Rev Time 0.00
Received By gjohnson Date 2017-08-10 Time 09:54 Sent To  
Notes
2017-08-10 09:57:191ST REVIEW: FBC 2014 5TH EDITION
  
 GAS COMMENTS:
  
 GAS PLAN REVIEW
 A GAS PLAN HAS NOT BEEN INCLUDED IN THIS SUBMITTAL
 PACKAGE. A GAS PLAN REVIEW HAS NOT BEEN PERFORMED AT
 THIS TIME. A SEPARATE GAS PERMIT AND PLANS WILL BE
 REQUIRED FOR A CONTRACTOR TO PERFORM THE RELATED WORK.
 PROVIDE COMPLETE PLANS, APPLIANCE/ EQUIPMENT
 SPECIFICATIONS AND GAS RISER THAT REFLECT THE ENTIRE
 SCOPE OF GAS WORK TO BE DONE. WPB AMEND. TO FBC SEC.
 107.2.1.
  
 GAS APPLIANCES SHALL BE LISTED AND LABELED PER THE
 FBC-R, SEC. G2404.3.
 GAS APPLIANCES SHALL BE LISTED AND LABELED PER FBC-FUEL
 GAS SEC. 301.3.
  
 A SEPARATE PERMIT IS REQUIRED FOR THE GAS INSTALLATION.
  
 GAS PERMIT APPLICATION REQUIREMENTS
  
 EFFECTIVE IMMEDIATELY THE FOLLOWING INFORMATION SHALL
 BE SHOWN ON ALL GAS DRAWINGS SUBMITTED FOR PERMITTING
 IN THE CITY OF WEST PALM BEACH:
  
 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
  
 10. CLEARLY SHOW THE LOCATION AND CAPACITY OF LP
 TANK(S), TYPE OF TANK (DOT OR ASME), THE DISTANCE OF
 THE TANK FROM THE BUILDING AND ADJACENT PROPERTY LINES
 THE DISTANCE OF THE TANK FROM ALL SOURCES OF IGNITION,
 OTHER CONTAINERS, BUILDINGS, AND THE LOCATION OF ANY
 BUILDING OPENINGS BELOW THE RELIEF VALVE OF THE TANK
 PER NFPA 58, TABLE 3-2.2.2.
  
 11. CLEARLY INDICATE ON THE PLAN IF THE LP TANK IS
 ABOVE OR BELOW GROUND, AND SHOW REQUIRED PROTECTION OF
 THE TANK AND APPURTENANCES PER NFPA 58. IF THE TANK IS
 BELOW GROUND THE CONTAINER SHALL BE SECURELY ANCHORED
 PER NFPA 58 SECTION 3-2.2.7(H).
  
 12. EMERGENCY HOOD SHUT DOWN SHUT OFF VALVE TO BE BELOW
 CEILING. MANUAL SHUT OFF VALVE TO BE UPSTREAM. UNION TO
 BE DOWN STREAM OF MANUAL VALVE.
  
  
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2018-02-14 Cont ID  
Sent By lmarchan Date 2018-02-14 Time 08:12 Rev Time 0.00
Received By lmarchan Date 2018-02-05 Time 10:14 Sent To  
Notes
2018-02-07 10:15:18C05
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date   Cont ID  
Sent By ccole Date 2018-01-31 Time 14:44 Rev Time 0.00
Received By lmarchan Date 2018-01-22 Time 16:04 Sent To  
Notes
2018-01-23 16:05:01C05
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2018-01-22 Cont ID  
Sent By cpuell Date 2018-01-22 Time 12:49 Rev Time 0.00
Received By cpuell Date 2017-12-21 Time 10:57 Sent To  
Notes
2017-12-22 10:57:48C05
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-11-02 Cont ID  
Sent By jpearson Date 2017-11-02 Time 08:15 Rev Time 0.00
Received By jpearson Date 2017-10-17 Time 16:40 Sent To  
Notes
2017-10-18 16:44:29C05
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-08-10 Cont ID  
Sent By gjohnson Date 2017-08-10 Time 09:57 Rev Time 0.00
Received By gjohnson Date 2017-07-07 Time 14:35 Sent To  
Notes
2017-07-10 14:35:28C11
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 6 Status P Date 2018-03-01 Cont ID  
Sent By skennedy Date 2018-03-01 Time 13:16 Rev Time 0.00
Received By skennedy Date 2018-03-01 Time 13:16 Sent To  
Notes
2018-03-01 13:16:35MU-2018-006143-0000
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 5 Status F Date 2018-02-12 Cont ID  
Sent By jwitmer Date 2018-02-12 Time 10:55 Rev Time 0.00
Received By jwitmer Date 2018-02-12 Time 10:55 Sent To  
Notes
2018-02-12 10:56:56AS OF THIS DATE THE PLANS HAVE NOT RECEIVED A PALM
 BEACH COUNTY IMPACT FEE REVIEW. BEFORE A PERMIT TO
 CONSTRUCT, MAY BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY. ONE SET OF PLANS WILL HAVE TO BE
 TAKEN (BY THE CONTRACTOR OR REPRESENTATIVE) TO THE PALM
 BEACH COUNTY IMPACT FEE OFFICE LOCATED AT 2300 N. JOG
 RD. ROOMS 2W01-2W14 WEST PALM BEACH, FL. 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
 BUILDING 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 IMPACT COUNTY IMPACT FEES
Rev No 4 Status F Date 2018-01-29 Cont ID  
Sent By jwitmer Date 2018-01-29 Time 07:56 Rev Time 0.00
Received By jwitmer Date 2018-01-29 Time 07:20 Sent To  
Notes
2018-01-29 07:56:03IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. ONE SET OF
 PLANS WILL HAVE TO BE TAKEN (BY THE CONTRACTOR OR
 REPRESENTATIVE) TO THE PALM BEACH COUNTY IMPACT FEE
 OFFICE LOCATED AT 2300 N. JOG RD. ROOMS 2W01-2W14 WEST
 PALM BEACH, FL. 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
 BUILDING 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 IMPACT COUNTY IMPACT FEES
Rev No 3 Status F Date 2018-01-11 Cont ID  
Sent By jwitmer Date 2018-01-11 Time 08:47 Rev Time 0.00
Received By jwitmer Date 2018-01-11 Time 07:16 Sent To  
Notes
2018-01-11 08:48:03IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. ONE SET OF
 PLANS WILL HAVE TO BE TAKEN (BY THE CONTRACTOR OR
 REPRESENTATIVE) TO THE PALM BEACH COUNTY IMPACT FEE
 OFFICE LOCATED AT 2300 N. JOG RD. ROOMS 2W01-2W14 WEST
 PALM BEACH, FL. 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
 BUILDING 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 IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2017-10-24 Cont ID  
Sent By jwitmer Date 2017-10-24 Time 15:15 Rev Time 0.00
Received By jwitmer Date 2017-10-24 Time 11:32 Sent To  
Notes
2017-10-24 15:15:08IMPACT 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 BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2017-07-25 Cont ID  
Sent By jwitmer Date 2017-07-25 Time 17:29 Rev Time 0.00
Received By jwitmer Date 2017-07-24 Time 11:57 Sent To  
Notes
2017-07-25 17:21:05IMPACT 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 BN, PX, 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 2018-02-01 Cont ID  
Sent By ccole Date 2018-02-01 Time 12:23 Rev Time 0.00
Received By ccole Date 2018-02-01 Time 12:14 Sent To I
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status F Date 2018-01-31 Cont ID  
Sent By ccole Date 2018-01-31 Time 13:20 Rev Time 0.00
Received By ccole Date 2018-01-31 Time 13:20 Sent To I
Notes
2018-01-31 14:59:214TH REVIEW FBC-2014 MECHANICAL
 PERMIT #17070253
 1/31/18
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) THE PERSON WHO PREPARED THE ENERGY CALCULATIONS
 CANNOT SIGN AS THE OWNER/AGENT TO CERTIFY THE BUILDING
 IS IN COMPLIANCE WITH THE FLORIDA ENERGY CODE, UNLESS
 THAT PERSON HAS BEEN LEGALLY DESIGNATED AS THE AGENT BY
 THE OWNER. IN LIEU OF PROVIDNG DOCUMENTATION TO VERIFY
 KAREN WALLEN OLIVER IS THE LEGAL DESIGNEE, THE OWNER OR
 ARCHITECT OF RECORD CAN PROVIDE THE CERTIFICATION
  
 SIGNATURE- SECTION C103.1.1.2 FBC -14 ENERGY
 CONSERVATION.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2017-12-28 Cont ID  
Sent By ccole Date 2017-12-28 Time 17:21 Rev Time 0.00
Received By ccole Date 2017-12-28 Time 16:50 Sent To  
Notes
2017-12-28 17:46:133RD REVIEW FBC-2014 MECHANICAL
 PERMIT #17070253
 12/28/17
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) REFER TO SECTION 607.5.4 CONCERNING THE FLEX DUCTS
 PENETRATING THE CORRIDOR WALLS AS SHOWN ON SHEETS M.01,
 M.02, M.03, & M.04. THE CORRIDOR WALLS HAVE BEEN
 DESIGNATED AS SMOKE BARRIERS ON SHEETS A.02, A.03, AND
 A.04, AND THEREFORE ONLY STEEL DUCTS WITH THICKNESSES
 NO LESS THAN 0.019 INCH (0.48MM) ARE PERMITTED TO
 PENETRATE THE WALLS WITHOUT SMOKE DAMPERS- SEE
 EXCEPTION 3 AND PROVIDE EITHER SMOKE DAMPERS TO PROTECT
 THE PENETRATIONS, OR CHANGE THE DUCTS TO STEEL.
  
 2) SHEET M.01: THE AIR BALANCE CALULATION FOR THE
 KITCHEN DOES NOT INCLUDE THE HOOD EXHAUST AND SUPPLY
 CFMS.
  
 3) SHEET M.01: THE CARRIER INFINITY MODEL NO.
 24ANB748A003 IS A 4-TON 17 SEER VARIABLE SPEED UNIT. IT
 IS INCORRECTLY LISTED AS IN THE HVAC SCHEDULES AS A
 5-TON, A 3.75-TON, A 3.25 TON, A 4.75 TON, AND A 2.0
 TON UNIT. PLEASE CORRECT THE SCHEDULES AND CORRECT THE
 ENERGYGAUGE COMPLIANCE FORM WHICH IS ALSO LISTING
 INCORRECT DATA FOR CAPACITIES AND EFFICIENCY RATINGS.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2017-10-30 Cont ID  
Sent By ccole Date 2017-10-30 Time 14:33 Rev Time 0.00
Received By ccole Date 2017-10-30 Time 12:30 Sent To  
Notes
2017-10-30 14:40:172ND REVIEW FBC-2014 MECHANICAL
 PERMIT #17070253
 10/30/17
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) 2ND REQUEST FOR AC COOLING AND HEATING CALCULATIONS
 FOR THE NEW AC SYSTEMS- SECTION C403.2.1 CALCULATION OF
 HEATING AND COOLING LOADS.
 DESIGN LOADS SHALL BE DETERMINED IN ACCORDANCE WITH THE
 PROCEDURES DESCRIBED IN THE ASHRAE/ACCA STANDARD 183 OR
 ACCA MANUAL N AND SHALL BE ATTACHED TO THE CODE
 COMPLIANCE FORM SUBMITTED TO THE BUILDING DEPARTMENT
 WHEN THE BUILDING IS PERMITTED OR, IN THE EVENT THE
 MECHANICAL PERMIT IS OBTAINED AT A LATER TIME, THE
 SIZING CALCULATION SHALL BE SUBMITTED WITH THE
 APPLICATION FOR THE MECHANICAL PERMIT.
  
 2) 2ND REQUEST FOR AIR BALANCE CALCULATIONS IN THE
 KITCHEN AND DINING ROOM.
  
 3) PLEASE PROVIDE A FL. PRODUCT APPROVAL OR A
 MIAMI-DADE NOA FOR THE O/A INTAKE LOUVER- RULE 9N-3
 FLORIDA ADMINISTRATIVE CODE.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2017-07-17 Cont ID  
Sent By ccole Date 2017-07-17 Time 14:07 Rev Time 0.00
Received By ccole Date 2017-07-17 Time 12:02 Sent To  
Notes
2017-07-17 14:27:281ST REVIEW FBC-2014 MECHANICAL, EXISTING BUILDING,
 ENERGY CONSERVATION CODES.
 PERMIT #17070253
 7/17/17
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) REFER TO SECTION 809.2 FBC-14 EXISTING BUILDING CODE
 AND PROVIDE MINIMUM VENTILATION CALCULATIONS FOR ALL
 ROOMS AND SPACES PER TABLE 403.3 FBC-14 MECHANICAL.
 PROVIDE A SCHEDULE THAT INDICATES THE REQUIRED AND
 PROVIDED CFMS OF OUTDOOR AIR.
  
 2) PROVIDE AN AIR BALANCE CALCULATION FOR THE KITCHEN
 AND DINING ROOM AREAS.
  
 3) PLACE A NOTE ON THE PLAN INDICATING THAT SEPARATE
 PERMITS ARE REQUIRED FOR THE KITCHEN EXHAUST AND FIRE
 SUPPRESSION SYSTEMS. PLEASE NOTE THAT CONDITIONED
 MAKEUP AIR MAY BE REQUIRED FOR THE HOOD EXHAUST-
 SECTION 508.1.1.
  
 4) FIRE DAMPERS ARE REQUIRED FOR ALL SUPPLY, RETURN,
 AND EXHAUST DUCTS AND TRANSFERS THAT ARE PENETRATING
 THE FIRE-RATED CORRIDOR WALLS, RESIDENT ROOM WALLS,
 OFFICE WALLS, ETC.- SEE SECTION 607.5.2 & 607.5.3.
  
 5) DUCT SMOKE DETECTORS ARE REQUIRED IN THE RETURN AIR
 SYSTEMS OF ALL OF THE 5.0 TON AIR HANDLERS PER SECTION
 606.2.1. PLEASE NOTE THAT A TYPICAL 5-TON SYSTEM CAN
 PRODUCE OVER 2000 CFMS OF SUPPLY AIR. PROVIDE SYMBOLS
 ON THE PLANS TO IDENTIFY THE LOCATIONS OF THE DEVICES.
  
 6) INDICATE HOW ACCESS FOR SERVICE AND REPLACEMENT OF
 THE AIR HANDLERS ABOVE THE CEILING WILL BE
 ACCOMPLISHED. SHOW THE LOCATIONS OF ACCESS PANELS AND
 PROVIDE DETAILS AND DIMENSIONS- SECTION 306.1.
  
 7) VERIFY WITH NOTES, OR PROVIDE CLEARANCE DISTANCE
 MEASUREMENTS FOR ALL O/A INTAKE OPENINGS TO EXHAUST
 OUTLETS, PROPERTY LINES, AND DRIVE AREAS SUCH AS
 DRIVEWAYS OR PARKING LOTS- SECTION 401.4.
  
 8) PROVIDE MOTORIZED OR GRAVITY DAMPERS FOR ALL O/A
 INTAKE DUCTS- SECTION C403.2.4.4 FBC-14 ENERGY
 CONSERVATION.
  
 9) REFER TO SECTION 506.3.13.2 AND PROVIDE THE REQUIRED
 CLEARANCE DISTANCE MEASUREMENTS FOR THE HOOD EXHAUST
 OUTLET.
  
 10) PROVIDE AN ENLARGED KTICHEN PLAN AND EQUIPMENT
 SCHEDULE, AND SUBMIT MANUFACTURER'S SPECIFICATIONS FOR
 ALL COOKING APPLIANCES AND THE EXHAUST HOOD. PLEASE
 NOTE THAT COMBUSTION AIR CALCULATIONS ARE REQUIRED FOR
 GAS-FIRED APPLIANCES.
  
 11) PROVIDE AN AIR DEVICE SCHEDULE.
  
 12) M-02: SHOW A MEANS OF RETURN AIR FROM GROUP 106, &
 OFFICES 105, 107, & 108- SECTION 601.5.
  
 13) PROVIDE DUCT HANGING AND CONNECTION DETAILS PER
 SMACNA STANDARDS.
  
 14) M-04: PROVIDE THE WIND LOAD DESIGN CRITERIA AND
 STRUCTURAL ENGINEERING FOR INSTALLATION OF THE ROOF TOP
 CONDENSERS AND ROOF STANDS- SECTION 301.15. SUBMIT A
 FL. PRODUCT APPROVAL OR MIAMI-DADE NOA FOR THE STANDS
 IF APPLICABLE.
  
 15) SUBMIT AC COOLING AND HEATING CALCULATIONS FOR THE
 NEW SYSTEMS.- SECTION C403.2.1 FBC-14 ENERGY
 CONSERVATION.
  
 PLEASE NOTE THAT FURTHER COMMENTS MAY OCCUR AFTER
 CORRECTED PLANS A RE-SUBMITTED.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2018-01-18 Cont ID  
Sent By gjohnson Date 2018-01-18 Time 16:04 Rev Time 0.00
Received By gjohnson Date 2018-01-18 Time 16:04 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2017-10-30 Cont ID  
Sent By tklarge Date 2017-10-30 Time 06:54 Rev Time 0.00
Received By tklarge Date 2017-10-26 Time 09:12 Sent To  
Notes
2017-10-27 15:15:521) SHT. A-00 NOTES 26 BEDS BUT SHT. A-00.1 NOTES THE
 SLEEPING AREA OCCUPANT LOAD AS 63. CLARIFY.
 2) SHT.A-08 - THE CONFIGURATION OF THE ACCESSIBLE
 SHOWER IN THE ADA SLEEPING ROOM DOES NOT COMPLY WITH
 THE 2014 FBC-ACCESSIBILITY SEC.608.2.2 (STANDARD
 ROLL-IN SHOWER) OR 608.2.3 ( ALTERNATE ROLL-IN SHOWER).
 3) THE SHOWER SEAT IN THE ACCESSIBLE SHOWER IN THE ADA
 SLEEPING ROOM SHALL COMPLY WITH 2014 FBC -
 ACCESSIBILITY SECS 610.3.1 OR 610.3.2.
 4) THE SHOWER CONTROLS IN THE ACCESSIBLE SHOWER IN THE
 ADA SLEEPING ROOM SHALL COMPLY WITH 2014
 FBC-ACCESSIBILITY SECS. 608.5.2 OR 608.5.3.
 5) THE GRAB BARS IN THE ACCESSIBLE SHOWER IN THE ADA
 SLEEPING ROOM SHALL COMPLY WITH 2014 FBC-ACCESSIBILITY
 SECS.608.3.2 OR 608.3.3.
 6) SHT. A-01 - THE ACCESSIBLE FIGURE NUMBERS ARE FROM
 AN OUTDATED CODE. PROVIDE THE CORRECT FIGURE NUMBERS
 FROM THE 2014 FBC-ACCESSIBILITY.WPB AMEND. TO FBC
 SEC.107.2.1.
 7) SHT. P-05 - THE BACK TO BACK SHOWERS IN THE SLEEPING
 ROOMS ARE NOT VENTED.COMPLY WITH 2014 FBC-PLUMBING
 SEC.901.2.1.
 8) PROVIDE INFORMATION AS TO WHAT STANDARD THE GREASE
 INTERCEPTOR CALCULATIONS ARE BASED ON. THERE IS NO
 REFERENCE TO ANY RECOGNIZED STANDARD OR CODE SECTION.
 2014 FBC- PLUMBING SEC. 1003.2.
 9) SHTS. P-01 & P-02 SHOWS A 4 INCH TEST PORT AND SHT.
 P-05 SHOWS 3 INCH.CLARIFY.
 10) SHOW THE HOT WATER RECIRCULATION LINE ON THE WATER
 HEATER DETAIL ON SHT. P-08.
 11) SHT. A-00 - PROPERTY INFORMATION BOX - THERE IS A
 NOTE IN THE "OCCUPANT LOAD" AREA THAT REFERS TOSHT.
 LS-01. THERE IS NO SUCH SHEET IN THESE PLANS. CLARIFY.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2017-07-19 Cont ID  
Sent By gjohnson Date 2017-07-19 Time 13:52 Rev Time 0.00
Received By gjohnson Date 2017-07-19 Time 09:42 Sent To  
Notes
2017-07-19 14:54:511ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 1. THE BATHROOMS IN THE ACCESSIBLE UNITS DO NOT COMPLY
 WITH FBC ACC 223.2.1 FACILITIES NOT SPECIALIZING IN
 TREATING CONDITIONS THAT AFFECT MOBILITY.
 IN FACILITIES NOT SPECIALIZING IN TREATING CONDITIONS
 THAT AFFECT MOBILITY, AT LEAST 10 PERCENT, BUT NO FEWER
 THAN ONE, OF THE PATIENT SLEEPING ROOMS SHALL PROVIDE
 MOBILITY FEATURES COMPLYING WITH 805.
  
 805.4 TOILET AND BATHING ROOMS.
 TOILET AND BATHING ROOMS THAT ARE PROVIDED AS PART OF A
 PATIENT OR RESIDENT SLEEPING ROOM SHALL COMPLY WITH
 603.WHERE PROVIDED, NO FEWER THAN ONE WATER CLOSET, ONE
 LAVATORY, AND ONE BATHTUB OR SHOWER SHALL COMPLY WITH
 THE APPLICABLE REQUIREMENTS OF 603 THROUGH 610.
  
 PROVIDE DETAIL SHOWING COMPLIANCE WITH ALL ELEMENTS.
 PER WPB AMEND TO FBC 107.2.1
  
 2. SHT. A-01 FIG. #28 IS FOR THE EXCEPTIONN FOR
 RESIDENTIAL DWELLING UNITS AND DOES NOT COMPLY WITH THE
 I2 OCCUPANCY THE ACCESSIBLE TOILETS SHALL COMPLY WITH
 FBC ACC 604.3.2 WITHOUT EXCEPTIO3.
  
 3. THE SHOWERS IN THE ACCESSIBLE BATHROOMS DO NOT
 COMPLY WITH FBC ACC 608.2.1 OR 608.2.2 OR 608.2.3
  
 4. PLEASE SHOW COMPLIANCE WITH FBC ACC 604.7
 DISPENSERS.
 TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND
 SHALL BE 7 INCHES (180 MM) MINIMUM AND 9 INCHES (230
 MM) MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO
 THE CENTERLINE OF THE DISPENSER.
  
 5. ALL GRAB BARS SHALL BE MEASURED TO THE TOP OF THE
 GRIPPING SURFACE PER FBC ACC 609.4
  
 6. SHT. P-01 THE NOTE ON THE FD IN KITCHEN IS CALLING
 OUT FOR A BACKFLOW PREVENTER THE FD SHALL BE EQUIPPED
 WITH A TRAP PRIMER PLEASE CLARIFY WHAT YOU MEAN BY
 BACKFLOW. PER WPB AMEND TO FBC 107.2.1
  
 7. PLEASE PROVIDE CALCULATIONS FOR GREASE INTERCEPTOR.
 PER WPB AMEND TO FBC 107.2.1
  
 8. THE HORIZONTAL VENTS ON THE WC AND SH IN THE
 ACCESSIBLE BATHROOMS ARE NOT COMPLAINT THOSE FIXTURE
 ARE VENTED BY THE LAVATORY. PER FBC PL 905.3 AND 905.4
  
 9. A TEST PORT OF A MIN OF 4" IS REQUIRED ON THE OUTLET
 OF THE GREASE INTERCEPTOR A 4" TWOWAY CLEAN OUT CAN BE
 USED. PER WPB ORD.
  
 10. TEMPERED WATER IS REQUIRED AT THE LAVATORY'S IN THE
 COMMON BATHROOMS. PER FBC PL 416.5 TEMPERED WATER FOR
 PUBLIC HAND-WASHING FACILITIES.
 TEMPERED WATER SHALL BE DELIVERED FROM LAVATORIES AND
 GROUP WASH FIXTURES LOCATED IN PUBLIC TOILET FACILITIES
 PROVIDED FOR CUSTOMERS, PATRONS AND VISITORS. TEMPERED
 WATER SHALL BE DELIVERED THROUGH AN APPROVED
 WATER-TEMPERATURE LIMITING DEVICE THAT CONFORMS TO ASSE
 1070 OR CSA B125
  
 11. A SEPARATE PERMIT IS REQUIRED FOR THE BACKFLOW AT
 WATER METER PLEASE PLACE NOTE ON PLAN. PER WPB AMEND TO
 FBC 107.2.1
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop Z ZONING
Rev No 5 Status P Date 2018-02-13 Cont ID  
Sent By LL Date 2018-02-13 Time   Rev Time 0.00
Received By llouie Date 2018-02-13 Time   Sent To I
Notes
2018-02-13 13:11:56ZONING APPROVED WITH THE FOLLOWING PROVISO:
  
 1.) SEPARATE PERMIT APPLICATIONS AND REVIEW REQUIRED
 FOR THE FOLLOWING: FENCE/WALL, SIGNAGE, PARKING AREA,
 LANDSCAPE AND IRRIGATION.
Review Stop Z ZONING
Rev No 4 Status F Date 2018-01-30 Cont ID  
Sent By LL Date 2018-01-30 Time   Rev Time 0.00
Received By llouie Date 2018-01-29 Time   Sent To  
Notes
2018-01-30 11:28:21** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) THE PROPOSED 6 FT. HIGH FENCE (FENCE AND CONCRETE
 COLUMNS) ALONG THE SIDE PROPERTY LINE (OLD OKEECHOBEE
 ROAD) SEEMS TO BE WITHIN THE VISIBILITY TRIANGLE PER
 ZLDR S.94-305(E). PLEASE DEMONSTRATE COMPLIANCE BY
 SHOWING THE VISIBILITY TRIANGLE AND THE PROPOSED FENCE
 LOCATED OUTSIDE OF THE TRIANGLE. THE VISIBILITY
 TRIANGLE SHALL COMPLY WITH THE DIMENSION REQUIREMENTS
 OF ZLDR S.94-305(E) [1/9/18 REPEAT COMMENT]
  
 2.) SHOW SIGN AREA CALCULATIONS FOR EACH LOW
 FREESTANDING SIGN. PLEASE NOTE THAT THE SIGN AREA ON
 THE FRONT STREET (AUSTRALIAN AVE.) SHALL BE A MAXIMUM
 OF 1.25 SQ. FT. FOR EACH ONE LINEAR FOOT OF FRONT
 STREET FRONTAGE, AND A MAXIMUM OF 0.75 SQ. FT. FOR EACH
 ONE LINEAR FOOT OF SIDE STREET FRONTAGE (OKEECHOBEE
 RD.). IF THE SIGN AREA CALCULATIONS ARE THE SAME, THEN
 IT SHOULD BE NOTED IN THE PLANS. [1/9/18 REPEAT
 COMMENT]
  
  
 NOTES:
  
 * REVISIONS MAY RESULT IN ADDITIONAL COMMENTS.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
  
 * ZONE: GC
  
 * REFERENCE: ZBA FINAL ORDER 3323
  
  
Review Stop Z ZONING
Rev No 3 Status F Date 2018-01-09 Cont ID  
Sent By LL Date 2018-01-09 Time   Rev Time 0.00
Received By llouie Date 2017-12-28 Time 15:08 Sent To  
Notes
2018-01-09 13:22:12** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) THE PROPOSED 6 FT. HIGH FENCE ALONG THE SIDE
 PROPERTY LINE SEEMS TO BE WITHIN THE VISIBILITY
 TRIANGLE PER ZLDR S.94-305(E). PLEASE DEMONSTRATE
 COMPLIANCE BY SHOWING THE VISIBILITY TRIANGLE AND THE
 PROPOSED FENCE LOCATED OUTSIDE OF THE TRIANGLE.
  
 2.) PLEASE DEFINE THE SIGN AREA. PER THE ZLDRS, THE
 AREA OF THE FACE OF A SIGN SHALL BE THE SMALLEST
 CIRCLE, TRIANGLE, OR PARALLELOGRAM, WHICH CONTAINS ALL
 CONTENT, BACKGROUND, AND STRUCTURAL ELEMENTS OF THE
 SIGN. [ZLDR S.94-405]
  
 3.) SHOW SIGN AREA CALCULATIONS FOR EACH LOW
 FREESTANDING SIGN. PLEASE NOTE THAT THE SIGN AREA ON
 THE FRONT STREET (AUSTRALIAN AVE.) SHALL BE A MAXIMUM
 OF 1.25 SQ. FT. FOR EACH ONE LINEAR FOOT OF FRONT
 STREET FRONTAGE, AND A MAXIMUM OF 0.75 SQ. FT. FOR EACH
 ONE LINEAR FOOT OF SIDE STREET FRONTAGE (OKEECHOBEE
 RD.). [ZLDR S.94-408(D)]
  
  
 NOTES:
  
 * SEPARATE PERMIT REVIEW AND APPLICATIONS REQUIRED FOR:
 LANDSCAPING, SIGNAGE, PARKING LOT STRIPING AND AWNINGS.
 PLEASE NOTE THAT PER ZBA FINAL ORDER 3323, A
 CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL
 CONDITIONS HAVE BEEN SATISFIED (PERMITS ISSUED AND THE
 WORK IMPLEMENTED ACCORDING TO PLANS).
  
 * REVISIONS MAY RESULT IN ADDITIONAL COMMENTS.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
  
 * ZONE: GC
  
 * REFERENCE: ZBA FINAL ORDER 3323
  
Review Stop Z ZONING
Rev No 2 Status F Date   Cont ID  
Sent By   Date 2017-10-23 Time   Rev Time 0.00
Received By llouie Date 2017-10-20 Time 10:25 Sent To  
Notes
2017-10-23 14:39:08** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) PLEASE CLARIFY IF THE PROPOSED SIGNS ARE LOW OR
 HIGH FREESTANDING SIGNS. EVEN THOUGH THE SIGNS SHALL BE
 PERMITTED BY A SEPARATE PERMIT, IT WOULD BE HELPFUL TO
 PROVIDE A GENERAL DETAIL OF EACH SIGN TO DETERMINE IF
 THE SIGNS ARE IN COMPLIANCE WITH THE ZONING AND LAND
 DEVELOPMENT REGULATIONS (ZLDRS).
  
 2.) FREESTANDING SIGNS SHALL BE PLACED A MINIMUM OF 5
 FT. FROM THE PROPERTY LINE. SITE PLAN SHOWS THAT THE
 SIGN SETBACKS CURRENTLY DO NOT COMPLY WITH THIS
 REQUIREMENT. CLEARLY SHOW THE SETBACK FROM EACH
 PROPOSED SIGN TO THE PROPERTY LINE. [ZLDR S.94-408(D)]
  
 3.) SEPARATE PERMIT REVIEW AND APPLICATIONS REQUIRED
 FOR: LANDSCAPING, SIGNAGE, PARKING LOT STRIPING AND
 AWNINGS. PLEASE NOTE THAT PER ZBA FINAL ORDER 3323, A
 CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL
 CONDITIONS HAVE BEEN SATISFIED (THE PERMITS ISSUED AND
 THE WORK IMPLEMENTED ACCORDING TO PLANS).
  
  
 NOTES:
  
 * REVISIONS MAY RESULT IN ADDITIONAL COMMENT.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
  
 * ZONED: GC
  
 * REFERENCE: ZBA FINAL ORDER 3323
  
Review Stop Z ZONING
Rev No 1 Status F Date 2017-07-26 Cont ID  
Sent By llouie Date 2017-07-26 Time   Rev Time  
Received By llouie Date 2017-07-26 Time   Sent To  
Notes
2017-07-26 15:43:30** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) ZBA FINAL ORDER 3323 STATES THAT THERE WILL BE A
 TOTAL OF FORTY-FOUR (44) BEDS; HOWEVER, THE PLANS
 INDICATE A TOTAL OF SEVENTY-FIVE (75). PLEASE
 ADDRESS/CORRECT.
  
 2.) PLEASE CLARIFY HOW GUESTS OF PATIENTS WILL GET
 ACCESS TO THE PARKING LOT AREA IF THERE ARE MOTORIZED
 GATES PROPOSED?
  
 3.) PROVIDE DIMENSION TO THE TALLEST POINT OF THE
 BUILDING (INCLUDING DECORATIVE FEATURES).
  
 4.) PROJECTIONS (I.E. AWNINGS/CANOPIES) ARE SHOWN IN
 THE ELEVATIONS. PLEASE NOTE THAT CANOPIES/AWNINGS
 CANNOT PROJECT MORE THAN 4 FT. INTO ANY SETBACK.
 ILLUSTRATE IN THE PLANS (INCLUDING SITE PLAN) TO
 DEMONSTRATE COMPLIANCE. [ZLDR S.94-305(A)(5)]
  
 5.) SHOW SETBACK DIMENSIONS FOR THE PROPOSED NEW PORTE
 COCHERE TO THE PROPERTY LINE(S).
  
 6.) SIGNAGE IS NOT A PART OF THIS REVIEW; HOWEVER, ALL
 PROPOSED SIGNAGE MUST COMPLY WITH THE REQUIREMENTS OF
 ARTICLE XIII OF THE ZONING AND LAND DEVELOPMENT
 REGULATIONS (ZLDRS).
  
  
 NOTE:
  
 * REFERENCE: ZBA FINAL ORDER 3323
  
 * SEPARATE PERMIT APPLICATIONS AND REVIEW REQUIRED FOR
 THE FOLLOWING: LANDSCAPING, PAVING AND STRIPING,
 SIGNAGE, AND FENCE/MECHANICAL GATES. A HOLD WILL BE
 PLACED ON THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY
 UNTIL ALL CONDITIONS OF FINAL ORDER 3323 HAVE BEEN
 ADDRESSED AND ALL PERMITS HAVE BEEN ISSUED.
  
 * REVISIONS MAY RESULT IN ADDITIONAL COMMENTS.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
  


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