Plan Review Details - Permit 16010290
Plan Review Stops For Permit 16010290
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2016-05-16 Cont ID  
Sent By jwitmer Date 2016-05-16 Time 16:10 Rev Time 0.00
Received By jwitmer Date 2016-05-16 Time 11:58 Sent To  
Notes
2016-05-16 16:10:15BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16010290
 ADD: 805 N. RAILROAD AVE.
 CONT: PALM BEACH CAST STONE
 TEL: 561-835-4085
 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.
  
 3RD REVIEW
 DATE: MON. MAY 16/2016
  
 ****PRIVATE PROVIDER****
 ACTION: BUILDING PROVISO:
  
 1) BUILDING APPROVED WITH EXCEPTION!
 THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO
 CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO
 INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE
 ASSESSMENT OF RE-INSPECTION FEE(S). REVISIONS REQUIRE
 ADDITIONAL REVIEWS WITH ASSOCIATED FEES.
 THE SUBMITTED CARRIER CUBE UNIT IS A GENERIC ANALYSIS
 WITH MANY VARIABLES. PLEASE SUPPLY A SITE SPECIFIC
 ANALYSIS, WITH SIGNED AND SEALED DOCUMENTS. THE
 DOCUMENTS SUBMITTED ARE COPIES, ALSO THEY DO NOT HAVE A
 INDEX INDICATING HOW MANY SHEETS ARE WITHIN THE REPORT.
 PLEASE PROVIDE COMPLIANCE WITH :
 FLORIDA ADMINISTRATIVE CODE 61G15-23.002(2) FL. ADMIN.
 CODE. A COVER SHEET OR INDEX SHEET FOR ENGINEERING
 SPECIFICATIONS MAY BE USED AND THAT SHEET MUST BE
 SIGNED IN RESPONSIBLE CHARGE OF THE PRODUCTION &
 PREPARATION OF EACH SECTION OF THE ENGINEERING
 SPECIFICATION WITH SUFFICIENT INFORMATION ON THE COVER
 SHEET OR INDEX LISTING HOW MANY PAGES ARE COVERED UNDER
 THE COVER SHEET OR INDEX SHEET. .
  
 2) BUILDING PROVISO: 2014 FLORIDA BUILDING CODE W 2014
 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 106.1 LIVE LOADS
 POSTED. WHERE THE LIVE LOADS FOR WHICH EACH FLOOR OR
 PORTION THEREOF OF A COMMERCIAL OR INDUSTRIAL BUILDING
 IS OR HAS BEEN DESIGNED TO EXCEED 50 PSF (2.40 KN/M2),
 SUCH DESIGN LIVE LOADS SHALL BE CONSPICUOUSLY POSTED BY
 THE OWNER IN THAT PART OF EACH STORY IN WHICH THEY
 APPLY, USING DURABLE SIGNS. IT SHALL BE UNLAWFUL TO
 REMOVE OR DEFACE SUCH NOTICES.
  
 3) BUILDING PROVISO: 2014 FLORIDA BUILDING CODE W 2014
 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 106.2 ISSUANCE OF
 CERTIFICATE OF OCCUPANCY. A CERTIFICATE OF OCCUPANCY
 REQUIRED BY SECTION 111 SHALL NOT BE ISSUED UNTIL THE
 FLOOR LOAD SIGNS, REQUIRED BY SECTION 106.1, HAVE BEEN
 INSTALLED.
  
 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 2016-04-05 Cont ID  
Sent By jwitmer Date 2016-04-05 Time 14:52 Rev Time 0.00
Received By jwitmer Date 2016-04-05 Time 14:51 Sent To  
Notes
2016-04-05 14:52:32BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16010290
 ADD: 805 N. RAILROAD AVE.
 CONT: PALM BEACH CAST STONE
 TEL: 561-835-4085
 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: MON. APRIL 04/2016
 ACTION: DENIED
  
 1-2) COMPLIED
  
 3)2ND REQUEST. THE STRUCTURAL SHEET 5.1 SHOWS NEW STEEL
 COLUMNS BEING WELDED TO AN EXISTING W20X BEAM AS WELL
 AS NEW STEEL COLUMNS BEING WELDED ON THE 2ND FLOOR TO
 THE EXISTING W20X BEAM. NORMALLY THIS WOULD REQUIRE A
 RESIDENT INSPECTOR FOR BOLTED AND WELDED CONNECTIONS.
 110.3.9 OTHER INSPECTIONS SERVICES7. FOR BUILDINGS AND
 STRUCTURES OF UNUSUAL DESIGN OR METHODS OF
 CONSTRUCTION, BOLTED AND WELDED CONNECTIONS. PLEASE
 CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD TO SEE
 IF HE WILL REQUIRE THE RESIDENT INSPECTOR OR IF A
 WELDING CERTIFICATE FROM THE ONSITE WELDER WILL SUFFICE
 AND THE USE OF CITY BUILDING INSPECTORS.
 KEN CONRAD TEL: 561-805-6666.
  
 4)SEMI-COMPLIED. PLEASE NOTE SHEETS A2.1 AND A2.2 THE
 1ST FLOOR PLAN AND 2ND FLOOR PLAN DO HAVE WALL
 IDENTIFICATION TAGS THIS REVIEW. ON BOTH FLOORS THERE
 IS AN OCCUPANCY SEPARATION WALL THAT SEPARATES THE
 BUSINESS OCCUPANCY FROM THE S1 OCCUPANCY. SHEET A201 &
 A202 SHOW MOST OF THE WALL WITH A 1 HOUR OCCUPANCY
 SEPARATION, ONLY THE NEW BATH WALL ON THE 2ND FLOOR
 SHOWS A 2 HOUR FIRE RATING. PLEASE ALSO NOTE THE
 OPENING PROTECTIVES IN THIS 2 HOUR WALL WILL BE
 REQUIRED TO BE 1 ? HOUR OPENING PROTECTIVES SEE TABLE
 716.5 OF THE 2014 FBC-B.
  
 THE OTHER ISSUE WITH THE RATED WALLS, THEY ARE ALL
 SHOWN AS NON-BEARING WALLS, THE STRUCTURAL SHEETS SHOW
 COLUMNS THAT DO NOT SHOW ON THE ARCHITECTURAL SHEETS.
 PLEASE ALSO NOTE THE STAIR MID-LANDING WILL NEED TO BE
 STRUCTURAL WITH BRACING TO TAKE THE LOADS ON THE
 STRINGERS SINCE THE WALLS THAT CREATE THE FIRE RATED
 WALLS ARE ALSO NON-LOADBEARING. THE PLANS ARE NOT CLEAR
 IN THIS AREA. ADDITIONAL INFORMATION IS REQUIRED TO
 DETERMINE CODE COMPLIANCE. 107.2.1.3.
  
 5A) SEMI ?COMPLIED, THERE IS A 2 HOUR OCCUPANCY WALL
 AND OPENING PROTECTIVES. SEE COMMENT # 6. SHEET A2.1
 SHOWS (2) ROOMS LOCATED BENEATH THE STAIRS, THE
 RESTROOM 102 AND THE MECHANICAL ROOM 103. NOT HAVING A
 WALL LEGEND THAT IDENTIFIES THE TYPE OF WALLS PLEASE
 PROVIDE COMPLIANCE WITH THE 2014 FBC-B;
 1009.9.3 ENCLOSURES UNDER INTERIOR STAIRWAYS.
 THE WALLS CEILINGS AND SOFFITS WITHIN ENCLOSED USABLE
 SPACES UNDER ENCLOSED AND UNENCLOSED STAIRWAYS SHALL BE
 PROTECTED BY 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION
 OR THE FIRE-RESISTANCE RATING OF THE STAIRWAY
 ENCLOSURE, WHICHEVER IS GREATER. ACCESS TO THE ENCLOSED
 SPACE SHALL NOT BE DIRECTLY FROM WITHIN THE STAIR
 ENCLOSURE.
  
 5B) SEMI ?COMPLIED, THERE IS A 2 HOUR OCCUPANCY WALL
 AND OPENING PROTECTIVES. SEE COMMENT # 6. THE BATHROOM
 AND MECHANICAL ROOM BENEATH THE ENCLOSED STAIR
 ENCLOSURE HAVING TO HAVE 1 HOUR FIRE RATING THE DOORS
 WILL ALSO NEED TO HAVE A FIRE RATING OPENING
 PROTECTIVES PER 2014 FBC-B TABLE 716.5.
  
 6) PLEASE BE AWARE OF AN ERROR IN FBC-B TABLE 508.4 FOR
 FIRE RATINGS BETWEEN S1 AND S2 OCCUPANCIES. PLEASE
 REVIEW THE BUILDING OFFICIALS ASSOCIATION INFORMAL
 INTERPRETATION:
 DATE: TUE JUL 1 2014
 REPORT: 7357
 CODE: BUILDING CODE YEAR: 2010
 SECTION: TABLE 508.4
 QUESTION:
 IS IT THE INTENT OF TABLE 508.4 TO REQUIRE A (1HR (S),
 2HR (NS)) SEPARATION BETWEEN B AND S-2 OCCUPANCY AND NO
 SEPARATION REQUIREMENT BETWEEN B AND S-1 OCCUPANCY?
 COMMENT:
 PER CHAPTER 3, S-2 OCCUPANCY ARE DEFINED AS LOW- HAZARD
 STORAGE, WHEREAS S-1 OCCUPANCY IS DEFINED AS
 MODERATE-HAZARD OCCUPANCY. THE STORED MATERIALS LIST
 FOR S-1 OCCUPANCY IS MUCH MORE HAZARDOUS THAN THE LIST
 FOR S-2 OCCUPANCY AND ONE WOULD THINK THAT THE S-1
 OCCUPANCY WOULD REQUIRE THE SEPARATION AND THE S-2
 OCCUPANCY WOULD NOT.
 ANSWER:
 BASED ON THE INFORMATION REVIEWED, IT APPEARS YOU ARE
 CORRECT THAT A TYPO EXISTS. THE BEST APPROACH FOR THIS
 PARTICULAR ISSUE WOULD BE EITHER A FORMAL
 INTERPRETATION WHICH HAS STANDING OR A DEC STATEMENT
 FROM THE FLORIDA BUILDING COMMISSION. PLEASE SEE THE
 COMMENTARY BELOW.
 COMMENTARY:
 TABLE 508.4 DOES APPEAR TO HAVE A TYPO. THE 2001
 FLORIDA BUILDING CODE, TABLE 704.1 REQUIRED A 3 HOUR
 SEPARATION FOR S1 AND A 2 HOUR SEPARATION FOR S2. IN
 THE 2004 CODE TABLE 706.3.7 ALSO REQUIRES 3 HOURS FOR
 S1 AND 2 HOURS FOR S2. THE TYPO APPEARS TO HAVE BEEN
 INTRODUCED WITH TABLE 508.4 IN THE 2007 CODE. TABLE
 508.4 APPEARS TO HAVE BEEN WRONG SINCE ITS INCEPTION.
 SUBMITTING A REQUEST FOR A FORMAL INTERPRETATION WOULD
 PERMIT APPLICATION OF CORRECTION TO THIS ISSUE UNTIL A
 CODE CHANGE CAN BE MADE, IF IT IS NOT ALREADY IN THE
 WORKS.
 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.
  
 7A) COMPLIED. SHEET A2.2 SHOWS ON THE 2ND FLOOR A
 WAREHOUSE, PLEASE PROVIDE THE DESIGN LIVE LOADS PER
 2014 FBC-B TABLE 1607.1(31) STORAGE WAREHOUSES.
  
 7B) BUILDING PROVISO: 2014 FLORIDA BUILDING CODE W 2014
 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 106.1 LIVE LOADS
 POSTED. WHERE THE LIVE LOADS FOR WHICH EACH FLOOR OR
 PORTION THEREOF OF A COMMERCIAL OR INDUSTRIAL BUILDING
 IS OR HAS BEEN DESIGNED TO EXCEED 50 PSF (2.40 KN/M2),
 SUCH DESIGN LIVE LOADS SHALL BE CONSPICUOUSLY POSTED BY
 THE OWNER IN THAT PART OF EACH STORY IN WHICH THEY
 APPLY, USING DURABLE SIGNS. IT SHALL BE UNLAWFUL TO
 REMOVE OR DEFACE SUCH NOTICES.
  
 7C) BUILDING PROVISO: 2014 FLORIDA BUILDING CODE W 2014
 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 106.2 ISSUANCE OF
 CERTIFICATE OF OCCUPANCY. A CERTIFICATE OF OCCUPANCY
 REQUIRED BY SECTION 111 SHALL NOT BE ISSUED UNTIL THE
 FLOOR LOAD SIGNS, REQUIRED BY SECTION 106.1, HAVE BEEN
 INSTALLED.
  
 8A) SEMI-COMPLIED. THE PLANS INDICATE NEW EXTERIOR
 OPENINGS OF THE SHELL OF THE BUILDING. PLEASE PROVIDE
 COMPLIANCE WITH: 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.
 SUBMITTED: NOA 11-1101.03 TRULITE MEDIUM OUTSWING
 ENTRANCE DOOR NON-IMPACT. NOT LARGE MISSILE TESTED PLUS
 THE PLANS INDICATE A INSWING SET OF DOORS.
 REPUBLIC DOORS & FRAMES DL418 STEEL FLUSH DOORS
 SUBMITTAL NO FLORIDA APPROVAL OR NOA.
  
 (B) WINDOWS: COMPLIED.
  
 (C) PANEL WALLS: WALL LOUVERS: GREENHECK SUBMITTAL NO
 FLORIDA APPROVAL OR NOA.
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (E) SHUTTERS: IMPACT COLONIAL SHUTTERS SUBMITTAL NO
 FLORIDA APPROVAL OR NOA.
 (G) PRE-ENGINEERED A/C STANDS: PRECISION ALUMINUM
 PRODUCTS SUBMITTAL NO FLORIDA APPROVAL OR NOA.
  
 8B) SEMI-COMPLIED. 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.
  
 9) SHEET A3.3 VERSES S3.1 THERE IS A DISCREPANCY IN
 PLANS AS TO LOCATION OF THE ROOF TOP A/C STANDS :
 9A) SHOWS A NEW ROOF TOP A/C STAND, PLEASE PROVIDE THE
 WIND DESIGN CRITERIA AND PRESSURES FOR THE REQUIRED
 ANCHORING OF THE A/C CONDENSER STAND TO THE ROOF.
 PLEASE INDICATE HOW THE STAND WILL BE ANCHORED TO THE
 ROOF FRAMING MEMBERS. TIE INTO THE MAIN WIND FORCE
 RESISTING SYSTEM.
  
 9B) DISCREPANCY IN PLANS SEE A3.3 & S3.1. PLEASE
 PROVIDE DOCUMENTATION THERE IS A PARAPET OF SUFFICIENT
 HEIGHT OR CODE COMPLIANCE WITH FBC-B 1013.6 MECHANICAL
 EQUIPMENT.
 GUARDS SHALL BE PROVIDED WHERE APPLIANCES, EQUIPMENT,
 FANS, ROOF HATCH OPENINGS OR OTHER COMPONENTS THAT
 REQUIRE SERVICE ARE LOCATED WITHIN 10 FEET (3048 MM) OF
 A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE AND SUCH
 EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES (762
 MM) ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE GUARD
 SHALL BE CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A
 SPHERE 21 INCHES (533 MM) IN DIAMETER. THE GUARD SHALL
 EXTEND NOT LESS THAN 30 INCHES (762 MM) BEYOND EACH END
 OF SUCH APPLIANCE, EQUIPMENT, FAN OR COMPONENT.
  
 9C)COMPLIED 1509.6.4 EQUIPMENT AND APPLIANCES ON ROOFS
 OR ELEVATED STRUCTURES.
  
 10) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
 JAMES A. WITMER 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 2016-02-02 Cont ID  
Sent By jwitmer Date 2016-02-02 Time 13:03 Rev Time 0.00
Received By jwitmer Date 2016-02-01 Time 11:57 Sent To  
Notes
2016-02-01 13:48:33BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16010290
 ADD: 805 N. RAILROAD AVE.
 CONT: PALM BEACH CAST STONE
 TEL: 561-835-4085
 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. FEB. 01/2016
 ACTION: DENIED
  
 1) THE SITE PLAN SHOWS THE PROPERTY LINE ALL THE WAY TO
 THE STREET, IT APPEARS THE CITY SIDEWALK IS ON PRIVATE
 PROPERTY AND NOT IN THE RIGHT OF WAY. PLEASE PROVIDE A
 SURVEY THAT IDENTIFIES THE ACTUAL CORNERS OF THE
 PROPERTY.
  
 2) SHEET A2.1 ON THE FRONT ENTRY, IT APPEARS THE NEW
 DOORS ARE SWINGING OUT OVER THE PROPERTY LINE. PLEASE
 SHOW COMPLIANCE WITH 2014 FBC-B 3202.2.2 DOORS AND
 WINDOWS SHALL NOT OPEN OR PROJECT INTO THE PUBLIC
 RIGHT-OF-WAY.
  
 3) THE STRUCTURAL SHEET 5.1 SHOWS NEW STEEL COLUMNS
 BEING WELDED TO AN EXISITNG W20X BEAM AS WELL AS NEW
 STEEL COLUMNS BEING WELDED ON THE 2ND FLOOR TO THE
 EXISITNG W20X BEAM. NORMALLY THIS WOULD REQUIRE A
 RESIDENT INSPECTOR FOR BOLTED AND WELDED CONNECTIONS.
 110.3.9 OTHER INSPECTIONS SERVICES7. FOR BUILDINGS AND
 STRUCTURES OF UNUSUAL DESIGN OR METHODS OF
 CONSTRUCTION, BOLTED AND WELDED CONNECTIONS. PLEASE
 CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD TO SEE
 IF HE WILL REQUIRE THE RESIDENT INSPECTOR OR IF A
 WELDING CERTIFICATE FROM THE ONSITE WELDER WILL SUFFICE
 AND THE USE OF CITY BUILDING INSPECTORS.
 KEN CONRAD TEL: 561-805-6666.
  
 4) PLEASE NOTE SHEETS A2.1 AND A2.2 THE 1ST FLOOR PLAN
 AND 2ND FLOOR PLAN DO HAVE WALL IDENTIFICATION TAGS AND
 THE LEGEND ON BOTH SHEETS INDICATES WALL TYPE IN THE
 LEGEND IS ON SHEET A7.1. THE PLANS SUBMITTED ONLY HAS
 PAGES UP TO A6.1 AS DOES THE INDEX. WALL FIRE RATINGS
 CAN NOT BE IDENTIFIED AT THIS TIME.
  
 5A) SHEET A2.1 SHOWS (2) ROOMS LOCATED BENEATH THE
 STAIRS, THE RESTROOM 102 AND THE MECHANICAL ROOM 103.
 NOT HAVING A WALL LEGEND THAT IDENTIFIES THE TYPE OF
 WALLS PLEASE PROVIDE COMPLIANCE WITH THE 2014 FBC-B;
 1009.9.3 ENCLOSURES UNDER INTERIOR STAIRWAYS.
 THE WALLS CEILINGS AND SOFFITS WITHIN ENCLOSED USABLE
 SPACES UNDER ENCLOSED AND UNENCLOSED STAIRWAYS SHALL BE
 PROTECTED BY 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION
 OR THE FIRE-RESISTANCE RATING OF THE STAIRWAY
 ENCLOSURE, WHICHEVER IS GREATER. ACCESS TO THE ENCLOSED
 SPACE SHALL NOT BE DIRECTLY FROM WITHIN THE STAIR
 ENCLOSURE.
  
 5B) THE BATHROOM AND MECHANICAL ROOM BENEATH THE
 ENCLOSED STAIR ENCLOSURE HAVING TO HAVE 1 HOUR FIRE
 RATING THE DOORS WILL ALSO NEED TO HAVE A FIRE RATING
 OPENING PROTECTIVES PER 2014 FBC-B TABLE 716.5.
  
 6) PLEASE BE AWARE OF AN ERROR IN FBC-B TABLE 508.4 FOR
 FIRE RATINGS BETWEEN S1 AND S2 OCCUPANCIES. PLEASE
 REVIEW THE BUILDING OFFICIALS ASSOCIATION INFORMAL
 INTERPRETATION:
 DATE: TUE JUL 1 2014
 REPORT: 7357
 CODE: BUILDING CODE YEAR: 2010
 SECTION: TABLE 508.4
 QUESTION:
 IS IT THE INTENT OF TABLE 508.4 TO REQUIRE A (1HR (S),
 2HR (NS)) SEPARATION BETWEEN B AND S-2 OCCUPANCY AND NO
 SEPARATION REQUIREMENT BETWEEN B AND S-1 OCCUPANCY?
 COMMENT:
 PER CHAPTER 3, S-2 OCCUPANCY ARE DEFINED AS LOW- HAZARD
 STORAGE, WHERE AS S-1 OCCUPANCY IS DEFINED AS
 MODERATE-HAZARD OCCUPANCY. THE STORED MATERIALS LIST
 FOR S-1 OCCUPANCY IS MUCH MORE HAZARDOUS THAN THE LIST
 FOR S-2 OCCUPANCY AND ONE WOULD THINK THAT THE S-1
 OCCUPANCY WOULD REQUIRE THE SEPARATION AND THE S-2
 OCCUPANCY WOULD NOT.
 ANSWER:
 BASED ON THE INFORMATION REVIEWED, IT APPEARS YOU ARE
 CORRECT THAT A TYPO EXISTS. THE BEST APPROACH FOR THIS
 PARTICULAR ISSUE WOULD BE EITHER A FORMAL
 INTERPRETATION WHICH HAS STANDING OR A DEC STATEMENT
 FROM THE FLORIDA BUILDING COMMISSION. PLEASE SEE THE
 COMMENTARY BELOW.
 COMMENTARY:
 TABLE 508.4 DOES APPEAR TO HAVE A TYPO. THE 2001
 FLORIDA BUILDING CODE, TABLE 704.1 REQUIRED A 3 HOUR
 SEPARATION FOR S1 AND A 2 HOUR SEPARATION FOR S2. IN
 THE 2004 CODE TABLE 706.3.7 ALSO REQUIRES 3 HOURS FOR
 S1 AND 2 HOURS FOR S2. THE TYPO APPEARS TO HAVE BEEN
 INTRODUCED WITH TABLE 508.4 IN THE 2007 CODE. TABLE
 508.4 APPEARS TO HAVE BEEN WRONG SINCE ITS INCEPTION.
 SUBMITTING A REQUEST FOR A FORMAL INTERPRETATION WOULD
 PERMIT APPLICATION OF CORRECTION TO THIS ISSUE UNTIL A
 CODE CHANGE CAN BE MADE, IF IT IS NOT ALREADY IN THE
 WORKS.
 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.
  
 7A) SHEET A2.2 SHOWS ON THE 2ND FLOOR A WAREHOUSE,
 PLEASE PROVIDE THE DESIGN LIVE LOADS PER 2014 FBC-B
 TABLE 1607.1(31) STORAGE WAREHOUSES.
  
 7B) 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION, 106.1 LIVE LOADS POSTED. WHERE THE LIVE
 LOADS FOR WHICH EACH FLOOR OR PORTION THEREOF OF A
 COMMERCIAL OR INDUSTRIAL BUILDING IS OR HAS BEEN
 DESIGNED TO EXCEED 50 PSF (2.40 KN/M2), SUCH DESIGN
 LIVE LOADS SHALL BE CONSPICUOUSLY POSTED BY THE OWNER
 IN THAT PART OF EACH STORY IN WHICH THEY APPLY, USING
 DURABLE SIGNS. IT SHALL BE UNLAWFUL TO REMOVE OR DEFACE
 SUCH NOTICES.
  
 7C) 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION, 106.2 ISSUANCE OF CERTIFICATE OF
 OCCUPANCY. A CERTIFICATE OF OCCUPANCY REQUIRED BY
 SECTION 111 SHALL NOT BE ISSUED UNTIL THE FLOOR LOAD
 SIGNS, REQUIRED BY SECTION 106.1, HAVE BEEN INSTALLED.
  
 8A) THE PLANS INDICATE NEW EXTERIOR OPENINGS OF THE
 SHELL OF THE BUILDING. PLEASE PROVIDE COMPLIANCE WITH:
 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.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
  
 8B) 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.
  
 9) SHEET A3.3 :
 9A) SHOWS A NEW ROOF TOP A/C STAND, PLEASE PROVIDE THE
 WIND DESIGN CRITERIA AND PRESSURES FOR THE REQUIRED
 ANCHORING OF THE A/C CONDENSOR STAND TO THE ROOF.
 PLEASE INDICATE HOW THE STAND WILL BE ANCHORED TO THE
 ROOF FRAMING MEMBERS. TIE INTO THE MAIN WINF FORCE
 RESISTING SYSTEM.
  
 9B) PLEASE PROVIDE DOCUMENTATION THERE IS A PARAPET OF
 SUFFICIENT HEIGHT OR CODE COMPLIANCE WITH FBC-B 1013.6
 MECHANICAL EQUIPMENT.
 GUARDS SHALL BE PROVIDED WHERE APPLIANCES, EQUIPMENT,
 FANS, ROOF HATCH OPENINGS OR OTHER COMPONENTS THAT
 REQUIRE SERVICE ARE LOCATED WITHIN 10 FEET (3048 MM) OF
 A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE AND SUCH
 EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES (762
 MM) ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE GUARD
 SHALL BE CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A
 SPHERE 21 INCHES (533 MM) IN DIAMETER. THE GUARD SHALL
 EXTEND NOT LESS THAN 30 INCHES (762 MM) BEYOND EACH END
 OF SUCH APPLIANCE, EQUIPMENT, FAN OR COMPONENT.
  
 9C) THE PLANS SHOW AN EXISITNG ROOF TOP HATCH BUT THERE
 IS NO MENTION OF COMPLIANCE WITH: ? 1509.6.4 EQUIPMENT
 AND APPLIANCES ON ROOFS OR ELEVATED STRUCTURES.
 WHERE EQUIPMENT AND APPLIANCES REQUIRING ACCESS ARE
 INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT A HEIGHT
 EXCEEDING 16 FEET (4877 MM), SUCH ACCESS SHALL BE
 PROVIDED BY A PERMANENT APPROVED MEANS OF ACCESS, THE
 EXTENT OF WHICH SHALL BE FROM GRADE OR FLOOR LEVEL TO
 THE EQUIPMENT AND APPLIANCES? LEVEL SERVICE SPACE. SUCH
 ACCESS SHALL NOT REQUIRE CLIMBING OVER OBSTRUCTIONS
 GREATER THAN 30 INCHES (762 MM) HIGH OR WALKING ON
 ROOFS HAVING A SLOPE GREATER THAN 4 UNITS VERTICAL IN
 12 UNITS HORIZONTAL (33-PERCENT SLOPE).
 PERMANENT LADDERS INSTALLED TO PROVIDE THE REQUIRED
 ACCESS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN
 CRITERIA:
 1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR
 ROOF EDGE NOT LESS THAN 30 INCHES (762 MM).
 2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14
 INCHES (356 MM) ON CENTER.
 3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN
 6-INCHES (152 MM) DEEP.
 4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM)
 BETWEEN RAILS.
 5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM)
 DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND
 (136.1 KG) LOAD.
 6. LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL BE
 PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE OF
 WITHSTANDING 100 POUNDS PER SQUARE FOOT (488.2 KG/M2).
 7. LADDERS SHALL BE PROTECTED AGAINST CORROSION BY
 APPROVED MEANS. CATWALKS INSTALLED TO PROVIDE THE
 REQUIRED ACCESS SHALL BE NOT LESS THAN 24-INCHES (610
 MM) WIDE AND SHALL HAVE RAILINGS AS REQUIRED FOR
 SERVICE PLATFORMS.
  
 10) 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 2 Status P Date 2016-03-15 Cont ID  
Sent By rlecky Date 2016-03-15 Time 13:21 Rev Time 0.00
Received By rlecky Date 2016-03-15 Time 12:33 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2016-01-28 Cont ID  
Sent By rlecky Date 2016-01-28 Time 12:29 Rev Time 0.00
Received By rlecky Date 2016-01-27 Time 13:33 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-03-17 Cont ID  
Sent By pleduc Date 2016-03-17 Time   Rev Time 0.00
Received By pleduc Date 2016-03-16 Time 16:48 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2016-01-25 Cont ID  
Sent By pleduc Date 2016-01-25 Time   Rev Time 0.00
Received By pleduc Date 2016-01-21 Time 13:12 Sent To  
Notes
2016-01-25 12:41:11THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 1. SHEET A 5.3 - PROVIDE HEIGHT DIMENSION ON STAIRWAY
 LANDING COMPLYING WITH NFPA 101, CHAPTER 7, TABLE
 7.2.2.2.2.1.1, - MINIMUM HEADROOM - 6'8"
  
 2. SHEET A 6.1 - PROVIDE EXIT HARDWARE FOR ALL EXITS
 DOORS COMPLYING WITH NFPA 101, CHAPTER 7.
  
 3. SHEET A 5.3 - PROVIDE THE REQUIRED 1 HOUR FIRE
 RATING SEPARATION UNDER THE EXIT STAIRS PER NFPA 101,
 CHAPTER 7, 7.1.3.2
  
 4. SHEET A 2.1 - PROVIDE INDICATIONS THAT ELEVATOR
 INSTALLATION SHALL COMPLY WITH NFPA 101, CHAPTER 9,
 9.4.3 FIRE FIGHTER?S EMERGENCY OPERATIONS.
 9.4.3.1 ALL NEW ELEVATORS SHALL CONFORM TO THE FIRE
 FIGHTER?S EMERGENCY OPERATIONS REQUIREMENTS OF ASME
 A17.1/CSA B44, SAFETY CODE FOR ELEVATORS.
  
 5. SHEET A 4.1- 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".
  
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-05-23 Cont ID  
Sent By cpuell Date 2016-05-23 Time 17:01 Rev Time 0.00
Received By cpuell Date 2016-05-10 Time 15:43 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-05-10 Cont ID  
Sent By jwitmer Date 2016-05-10 Time 14:26 Rev Time 0.00
Received By jwitmer Date 2016-03-11 Time 10:25 Sent To  
Notes
2016-03-14 10:25:59C26
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-03-08 Cont ID  
Sent By shill Date 2016-02-02 Time 09:48 Rev Time 0.00
Received By shill Date 2016-01-12 Time 09:38 Sent To  
Notes
2016-01-13 09:43:28C16
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status   Date 2016-05-24 Cont ID  
Sent By skennedy Date   Time 11:55 Rev Time 0.00
Received By skennedy Date   Time 11:58 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status N Date 2016-05-10 Cont ID  
Sent By jwitmer Date 2016-05-10 Time 14:26 Rev Time 0.00
Received By jwitmer Date 2016-05-10 Time 14:26 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2016-02-01 Cont ID  
Sent By   Date 2016-02-01 Time   Rev Time  
Received By   Date 2016-02-01 Time   Sent To  
Notes
2016-02-25 16:31:15IMPACT 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 3 Status P Date 2016-05-17 Cont ID  
Sent By ccole Date 2016-05-17 Time 09:49 Rev Time 0.00
Received By ccole Date 2016-05-17 Time 09:49 Sent To  
Notes
2016-05-17 10:03:28MECHANICAL PROVISOS:
 5/17/16
  
 1) ACCESS FOR MAINTENANCE AND REPLACEMENT OF ALL
 MECHANICAL EQUIPMENT ABOVE THE CEILINGS SHALL BE
 PROVIDED IN ACCORDANCE WITH SECTION 306.1 FBC-14
 MECHANICAL (TO BE VERIFIED IN FIELD).
  
 2) THE FLORIDA PRODUCT APPROVAL #16921-R2 FOR THE
 PRECISION ALUMINUM ROOF STAND SHALL BE ON-SITE AT TIME
 OF INSPECTION. THE DESIGN PROFESSIONAL OF RECORD SHALL
 CIRCLE, HIGHLIGHT, OR OTHERWISE MARK ALL APPLICABLE
 DETAILS, DESIGN PRESSURES, AND FASTENING AND ANCHORING
 DETAILS ON THE DOCUMENT.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
  
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-03-29 Cont ID  
Sent By ccole Date 2016-03-29 Time 07:33 Rev Time 0.00
Received By ccole Date 2016-03-29 Time 06:54 Sent To  
Notes
2016-03-29 07:39:012ND REVIEW: FBC 2014 MECHANICAL
 PERMIT #16010290
 3/29/16
  
 ALTHOUGH THE NARRATIVE RESPONSE FROM FAE CONSULTING IS
 INDICATING ALL 1ST REVIEW COMMENTS HAVE BEEN ADDRESSED,
 IT APPEARS THAT MANY OF THE ISSUES STILL EXIST.
 RE-PRINTED BELOW ARE 1ST REVIEW COMMENTS THAT STILL
 EXIST.
  
 1) THE AC SYSTEM SIZING CALCULATIONS ARE INDICATING
 INCORRECT CLIMATE DATA FROM MIAMI: PLEASE PROVIDE WEST
 PALM BEACH AS THE LOCATION AND SOURCE OF CLIMATE DATA.
 2) THE ENERGY FORM 506-2014 IS INDICATING CAPACITIES
 FOR AHU-1 & 2 THAT DIFFER FROM THE CAPACITIES ON THE AC
 SCHEDULE- SHEET M0-1.
 3) SHEET M1.2: THE O/A DUCTS FOR AHU-1 APPEARS TO BE
 PENETRATING THE FIRE-RATED EXIT STAIRWAY CEILING,
 FLOOR, AND WALL WHICH IS PROHIBITIED BY SECTION 1022.5
 FBC-14 BUILDING. IF THE THE DUCT IS TO REMAIN IN THE
 STAIRWAY IT MUST BE IN A FIRE-RATED ENCLOSURE, AND A
 DAMPER IS REQUIRED AT THE FIRE-RATED FLOOR CEILING
 ASSEMBLY.
 5) M1.1: THE RETURN AIR TRANSFER DUCT SHALL BE SIZED
 1.5 TIMES THE CROSS-SECTIONAL AREAS OF THE SUPPLY DUCTS
 ENTERING THE ROOM OR 252 SQ. INCHES. SEE SECTION 601.5
 FBC-14 MECHANICAL AND INCREASE THE SIZE OF THE DUCT
 ACCORDINGLY.
 7) M0.2: PLEASE PROVIDE THE WIND LOAD DESIGN CRITERIA
 (BASIC WIND SPEED AND CONVERSION, EXPOSURE CATEGORY,
 IMPORTANCE FACTOR, HEIGHT AND EXPOSURE COEFFICIENT
 ETC.) USED TO ESTABLISH THE CU TO ROOF STAND ATTACHMENT
 DETAILS- SEE SECTION 1609 FBC-14 BUILDING.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-01-15 Cont ID  
Sent By ccole Date 2016-01-15 Time 16:13 Rev Time 0.00
Received By ccole Date 2016-01-15 Time 16:13 Sent To  
Notes
2016-01-15 16:27:201ST REVIEW: FBC 2014 MECHANICAL
 PERMIT #16010290
 01/15/16
  
 1) THE AC SYSTEM SIZING CALCULATIONS ARE INDICATING
 INCORRECT CLIMATE DATA FROM MIAMI: PLEASE PROVIDE WEST
 PALM BEACH AS THE LOCATION AND SOURCE OF CLIMATE DATA.
 2) THE ENERGY FORM 506-2014 IS INDICATING CAPACITIES
 FOR AHU-1 & 2 THAT DIFFER FROM THE CAPACITIES ON THE AC
 SCHEDULE- SHEET M0-1.
 3) SHEET M1.2: THE O/A DUCT FOR AHU-1 APPEARS TO BE
 PENETRATING THE EXIT STAIRWAY CEILING AND FLOOR WHICH
 IS PROHIBITIED BY SECTION 1022.5 FBC-14 BUILDING. IF
 THE THE DUCT IS TO REMAIN IN THE STAIRWAY IT MUST BE IN
 A FIRE-RATED ENCLOSURE, AND A DAMPER IS REQUIRED AT THE
 FIRE-RATED CEILING.
 4) THE AC CLOSET DOOR #209 SHALL BE NON-COMBUSTIBLE-
 SEE SECTION C403.2.7.2 FBC-14 ENERGY CONSERVATION.
 5) M1.1: THE RETURN AIR TRANSFER DUCT SHALL BE SIZED
 1.5 TIMES THE CROSS-SECTIONAL AREAS OF THE SUPPLYU
 DUCTS ENTERING THE ROOM OR 252 SQ. INCHES. SEE SECTION
 601.5 FBC-14 MECHANICAL AND INCREASE THE SIZE OF THE
 DUCT ACCORDINGLY.
 6) PROVIDE UL TESTED AND APPROVED FIRESTOPPING
 ASSEMBLIES FOR ALL REFRIGERANT AND CONDENSATE PIPINGS,
 AND DUCTS ETC. PENETRATING FIRE-RATED WALLS.
 7) M0.2: PLEASE PROVIDE THE WIND LOAD DESIGN CRITERIA
 (BASIC WIND SPEED AND CONVERSION, EXPOSURE CATEGORY,
 IMPORTANCE FACTOR, HEIGHT AND EXPOSURE COEFFICIENT
 ETC.) USED TO ESTABLISH THE CU TO ROOF STAND ATTACHMENT
 DETAILS- SEE SECTION 1609 FBC-14 BUILDING.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2016-05-13 Cont ID  
Sent By gjohnson Date 2016-05-13 Time 15:23 Rev Time 0.00
Received By gjohnson Date 2016-05-13 Time 15:23 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2016-04-06 Cont ID  
Sent By gjohnson Date 2016-04-06 Time 16:52 Rev Time 0.00
Received By gjohnson Date 2016-04-06 Time 16:52 Sent To  
Notes
2016-04-06 17:03:51PLUMBING COMMENTS: 2ND REVIEW 2ND REQUEST
  
 1. BREAK ROOM SINK SHALL COMPLY WITH FBC ACC. SEC.
 606.3 FRONT EDGE OF SINK SHALL BE 34" MAX IN HEIGHT.
 606.2. SHOW CLEAR FLOOR SPACE PARALLEL APPROACH OR
 FRONT APPROACH.
  
 2. SHOW SHOWER CONTROL VALVE TO COMPLY WITH FBC ACC
 SEC. 680.5.2L
  
 3. A SEPARATE PERMIT IS REQUIRED FOR 1" RPZ BACKFLOW ON
 WATER MAIN.
  
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2016-01-26 Cont ID  
Sent By tklarge Date 2016-01-26 Time 10:34 Rev Time 0.00
Received By tklarge Date 2016-01-26 Time 08:17 Sent To  
Notes
2016-01-26 10:27:221) THE BREAK ROOM SINK ON THE SECOND FLOOR SHALL COMPLY
 WITH 2014 FBC-ACCESS. SEC.212 & 606.
 2) INDICATE ON THE PLANS IF THE OCCUPANT LOAD OF THIS
 SPACE IS BEING INCREASED OR REMAINING THE SAME. WPB
 AMEND. TO FBC SEC. 107.2.1.
 3) THE SHOWER IN THE PRIVATE OFFICE BATHROOM SHALL BE A
 MINIMUM OF 36 INCHES WIDE.2014 FBCA SECS.213.2,
 213.3.6, & 608, 608.2.3.
 4) THE SHOWER CONTROLS SHALL COMPLY WITH 2014 FBCA SEC.
 608.5.2.
 5) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE OIL
 SMART PUMP SYSTEM. WPB AMEND. TO FBC SEC. 107.2.1.
 6) THE HUB DRAIN FOR THE ELEVATOR SUMP SYSTEM SHALL BE
 EQUIPPED WITH A TRAP PRIMER. 2014 FPC SEC. 1002.4.
 7) THE WATER SUPPLY TO THE WATER HEATER IS SHOWN AS
 1/2" ON THE WATER RISER. CLARIFY.
 8) A SERVICE SINK IS REQUIRED IN STORAGE & BUSINESS
 OCCUPANCIES PER 2014 FPC TABLE 403.1. IF THERE IS ONE
 EXISTING , SHOW THE LOCATION ON THE PLAN.
 9) A DRINKING FOUNTAIN( MIN. OF 2 PER THE ACCESSIBILITY
 CODE) IS REQUIRED PER 2014 FPC TABLE 403.1. IF THERE
 ARE TWO EXISTING , SHOW THE LOCATION ON THE PLAN.
 10) THE SECOND FLOOR BATHROOM SHALL COMPLY WITH THE
 2014 FBCA SEC.213.2 & 603 FOR SIZE, FIXTURE CLEARANCES,
 CLEAR FLOOR SPACE FOR FIXTURES,ETC.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
Review Stop Z ZONING
Rev No 2 Status P Date   Cont ID  
Sent By   Date 2016-05-23 Time   Rev Time 0.00
Received By kmartin Date 2016-05-23 Time 11:45 Sent To  
Notes
2016-05-23 11:46:291. SIGN PERMIT NO INCLUDED IN REVIEW.
  
 FOR MORE INFORMATION, PLEASE CONTACT KEVIN MARTIN,
 URBAN DESIGN PLANNER (561) 822-1426.
  
Review Stop Z ZONING
Rev No 1 Status F Date 2016-03-22 Cont ID  
Sent By aaponte Date 2016-03-22 Time 11:49 Rev Time 0.00
Received By aaponte Date 2016-03-22 Time 11:49 Sent To  
Notes
2016-03-22 11:51:221. PROPOSED FACADE DESIGN DOES NOT COMPLY WITH MINIMUM
 30% TRANSPARENCY REQUIREMENT ON 1ST FLOOR (TABLE
 IV-28).
 2. PROPOSED SIGN EXCEED MAXIMUM ALLOWED VERTICAL
 DIMENSION (36" MAX ALLOWED).
 3. STAFF RECOMMENDS MAINTAINING THE EXISTING DECORATIVE
 TRIM ON THE TOP OF THE BUILDING.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.


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