Plan Review Details - Permit 16040574
Plan Review Stops For Permit 16040574
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2016-12-02 Cont ID  
Sent By jwitmer Date 2016-12-02 Time 08:00 Rev Time 0.00
Received By jwitmer Date 2016-12-02 Time 06:53 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2016-10-21 Cont ID  
Sent By jwitmer Date 2016-10-21 Time 13:33 Rev Time 0.00
Received By jwitmer Date 2016-10-21 Time 12:03 Sent To  
Notes
2016-10-21 13:33:28BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16040574
 ADD: 1025 7TH ST.
 CONT: T. B. D. / TO BE DETERMINED
 TEL: 561-310-7829
 E-MAIL: ?????????
  
 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: FRI. OCT. 21/ 2016
 ACTION: DENIED
  
 1-2) COMPLIED
  
 3) 2ND REQUEST. THE PROPOSED VALUE OF THE PROJECT IS
 EXTREMELY LOW AT $75,000.00 IN VALUE. USING THE ICC
 BUILDING VALUATION CHARTS FROM AUGUST 2015 FOR THE
 SQUARE FOOTAGE OF :
 A3/ III-B 937 SQ. FT. X $137.12 = $ 128,481.44
 B / III-B 1,631 SQ. FT. X $152.55 = $ 248,809.05
 $ 377,290.00 TOTAL VALUE FOR THE BUILDING
 ONLY!!!!!!!!!!
  
 W P B ADMINISTRATIVE CODE 108.2 SCHEDULE OF PERMIT
 FEES. ON BUILDINGS, STRUCTURES, ELECTRICAL, GAS,
 MECHANICAL AND PLUMBING SYSTEMS OR ALTERATIONS
 REQUIRING A PERMIT, A FEE FOR EACH PERMIT SHALL BE PAID
 AS REQUIRED, IN ACCORDANCE WITH THE SCHEDULE
 ESTABLISHED BY THE APPLICABLE GOVERNING AUTHORITY.
  
 108.3* BUILDING PERMIT VALUATION.
 IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
 CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
 ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
 APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
 PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
 VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
 REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
 FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
 BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
 COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
 VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
 (MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
 CONGRESS.
  
 4-6) COMPLIED
  
 7A) 3RD REQUEST. SHEET A3 DETAIL 14 ALSO INDICATES THE
 USE OF STUCCO AND THE USE OF WIRE LATH. PLEASE SHOW
 COMPLIANCE WITH 2014 FBC-B 2510.6 WATER-RESISTIVE
 BARRIERS. WATER-RESISTIVE BARRIERS SHALL BE INSTALLED
 AS REQUIRED IN SECTION 1404.2 AND, WHERE APPLIED OVER
 WOOD-BASED SHEATHING, SHALL INCLUDE A WATER-RESISTIVE
 VAPOR-PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST
 EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE
 INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH
 THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE
 AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION
 1405.4) INTENDED TO DRAIN TO THE WATER-RESISTIVE
 BARRIER IS DIRECTED BETWEEN THE LAYERS.
  
 7B) NEW COMMENT, SHEET A2.1 ON THE NORTH AND SOUTH
 GABLE WALLS THE PLANS HAVE A DISCREPANCY, THE PLANS
 APPEAR TO HAVE STUCCO GABLE ENDS, BUT THERE IS NOW A
 NOTE TO APPLY ASPHALT SINGLES THERE ALSO, DISCREPANCY
 IN PLANS. 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 8-13) COMPLIED. 2FT OVERHANG FOR THE ROOF TRUSSES.
  
  
 14A) 3RD REQUEST . IF THE DESIGNER OF RECORD WISHES TO
 DEFER THE PRODUCT APPROVALS UNTIL AFTER PERMIT ISSUANCE
 A WRITTEN RESPONSE NEEDS TO OCCUR. 107.3.4.2 DEFERRED
 SUBMITTALS. FOR THE PURPOSES OF THIS SECTION, DEFERRED
 SUBMITTALS ARE DEFINED AS THOSE PORTIONS OF THE DESIGN
 THAT ARE NOT SUBMITTED AT THE TIME OF THE APPLICATION
 AND THAT ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL
 WITHIN A SPECIFIED PERIOD.
 DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR
 APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED
 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST
 THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS
 FOR REVIEW BY THE BUILDING OFFICIAL.
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 PRODUCT APPROVALS PRODUCT APPROVALS MAYBE A DEFERRED
 SUBMITTAL: 2014 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) WALL LOUVERS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 14B) 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..
  
 15-16) COMPLIED.
  
 17) 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
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2016-07-20 Cont ID  
Sent By jwitmer Date 2016-07-20 Time 15:30 Rev Time 0.00
Received By jwitmer Date 2016-07-20 Time 11:00 Sent To  
Notes
2016-07-20 15:29:59BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16040574
 ADD: 1025 7TH ST.
 CONT: T. B. D. / TO BE DETERMINED
 TEL: 561-310-7829
 E-MAIL: ?????????
  
 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: WED. JULY 20/ 2016
 ACTION: DENIED
  
 1-2) COMPLIED
  
 3) 2ND REQUEST. THE PROPOSED VALUE OF THE PROJECT IS
 EXTREMELY LOW AT $75,000.00 IN VALUE. USING THE ICC
 BUILDING VALUATION CHARTS FROM AUGUST 2015 FOR THE
 SQUARE FOOTAGE OF :
 A3/ III-B 937 SQ. FT. X $137.12 = $ 128,481.44
 B / III-B 1,631 SQ. FT. X $152.55 = $ 248,809.05
 $ 377,290.00 TOTAL VALUE FOR THE BUILDING
 ONLY!!!!!!!!!!
  
 W P B ADMINISTRATIVE CODE 108.2 SCHEDULE OF PERMIT
 FEES. ON BUILDINGS, STRUCTURES, ELECTRICAL, GAS,
 MECHANICAL AND PLUMBING SYSTEMS OR ALTERATIONS
 REQUIRING A PERMIT, A FEE FOR EACH PERMIT SHALL BE PAID
 AS REQUIRED, IN ACCORDANCE WITH THE SCHEDULE
 ESTABLISHED BY THE APPLICABLE GOVERNING AUTHORITY.
  
 108.3* BUILDING PERMIT VALUATION.
 IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
 CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
 ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
 APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
 PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
 VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
 REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
 FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
 BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
 COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
 VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
 (MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
 CONGRESS.
  
 4A)SEMI-COMPLIED THE DOOR SCHEDULE STILL DOES NOT
 PROVIDE IN HOURS OR MINUTES THE FIRE RATING OF THE
 DOORS (OPENING PROTECTIVES).
 COMMENT 1ST REVIEW. SHEET A4/ LIFE SAFETY SHEET DOES
 NOT SHOW THE CORRIDOR AS A FIRE RATED CORRIDOR. PLEASE
 REVIEW TABLE 1018.1 OF THE 2014 FBC-B. FOR BOTH
 ASSEMBLY AND BUSINESS OCCUPANCIES OF NON-FIRE
 SPRINKLERED BUILDINGS WITH AN OCCUPANT LOAD GREATER
 THAN 30 A ONE HOUR FIRE RATED CORRIDOR IS REQUIRED WITH
 REQUIRED OPENING PROTECTIVES FOR DOORS IN COMPLIANCE OF
 TABLE 716.5. 20 MINUTE FIRE RATED DOORS, SEE FOOTNOTE
 B.
  
 4B) SEMI ?COMPLIED. THE PLANS NOW SHOW A FIRE RATED
 CORRIDOR WITH THE FIRE RATED WALLS EXTENDING ALL THE
 WAY TO THE ROOF LINE. THE PLANS NOW SHOW FIRE DAMPERS
 WITHIN THE WALLS. THE PLANS DO NOT INDICATE IS HOW
 ACCESS TO THE FIRE DAMPERS WILL BE MAINTAINED NOR THE
 LOCATION OF THE ACCESS PANELS.
 717.4 ACCESS AND IDENTIFICATION. FIRE AND SMOKE DAMPERS
 SHALL BE PROVIDED WITH AN APPROVED MEANS OF ACCESS,
 WHICH IS LARGE ENOUGH TO PERMIT INSPECTION AND
 MAINTENANCE OF THE DAMPER AND ITS OPERATING PARTS. THE
 ACCESS SHALL NOT AFFECT THE INTEGRITY OF
 FIRE-RESISTANCE-RATED ASSEMBLIES. THE ACCESS OPENINGS
 SHALL NOT REDUCE THE FIRE-RESISTANCE RATING OF THE
 ASSEMBLY. ACCESS POINTS SHALL BE PERMANENTLY IDENTIFIED
 ON THE EXTERIOR BY A LABEL HAVING LETTERS NOT LESS THAN
 1/2 INCH (12.7 MM) IN HEIGHT READING: FIRE/SMOKE
 DAMPER, SMOKE DAMPER OR FIRE DAMPER. ACCESS DOORS IN
 DUCTS SHALL BE TIGHT FITTING AND SUITABLE FOR THE
 REQUIRED DUCT CONSTRUCTION
  
 COMMENT FROM THE 1ST REVIEW. PLEASE SHOW HOW THE 1 HOUR
 FIRE RATED CORRIDOR IS TO BE BUILT INCLUDING THE FIRE
 RATING OF WALLS TO THE ROOF SHEATHING ON BOTH SIDES OF
 THE CORRIDOR OR IS THERE GOING TO BE A FIRE RATED
 CEILING ASSEMBLY? THE MECHANICAL SHEET M1 DOES NOT SHOW
 EITHER THE DUCTS PENETRATING THE CORRIDOR CEILING WITH
 FIRE DAMPERS. DEPENDING WHERE THE MAIN TRUNK LINE IS
 PLACED IF ABOVE IN THE ATTIC OR BELOW A RATED CORRIDOR
 CEILING EITHER CEILING DAMPERS WILL BE REQUIRED OR FIRE
 DAMPERS IN THE CORRIDOR WALLS. SEE FBC-B 717.5.4.1
 CORRIDORS. A LISTED SMOKE DAMPER DESIGNED TO RESIST THE
 PASSAGE OF SMOKE SHALL BE PROVIDED AT EACH POINT A DUCT
 OR AIR TRANSFER OPENING PENETRATES A CORRIDOR ENCLOSURE
 REQUIRED TO HAVE SMOKE AND DRAFT CONTROL DOORS IN
 ACCORDANCE WITH SECTION 716.5.3.
  
 5) COMPLIED.
  
 6) 2ND REQUEST. CORRECTED THE DETAIL 14 ON SHEET A3 BUT
 THE FOUNDATION SCHEDULE ON SHEET A5 STILL INDICATES THE
 FOUNDATION HEIGHT OF 16 INCHES. THE COMMENTS BELOW FROM
 THE 1ST ROUND OF COMMENTS STILL APPLY.
 1ST ROUND COMMENT. FOUNDATION SHEET (A5) VERSES SHEET
 A3 DETAIL 14 CUT SECTION OF EXTERIOR WALL AND
 FOUNDATION. SHEET A5 THE PERIMETER FOUNDATION IS
 INDICATED AS 18 IN. WIDE X 16IN. DEEP. PLEASE SEE SHEET
 A3 DETAIL # 14. THE FINISH FLOOR IS SHOWN AT ELEVATION
 0-0 FT. THE BOTTOM SILL PLATE IS RECESSED, THE
 DIMENSION NOT GIVEN. THE STUCCO SIDING AND
 SUB-SHEATHING STOP ABOVE THE BOTTOM HALF OF THE BOTTOM
 SILL PLATE NOT PROVIDING PROTECTION AGAINST THE WEATHER
 AND PROMOTING ROT. THE 2012 ICC-B CODE COMMENTARY
 2304.11.2.6 ON THIS SECTION INDICATES THE STUCCO AND
 SHEATHING SHOULD EXTEND AT LEAST 1 INCH BELOW THE TOP
 OF THE FOUNDATION. THEN THE 6 INCH CLEARANCE BETWEEN
 THE STUCCO AND SUB-SHEATHING TO EXPOSED GRADE SHOULD
 OCCUR. SECTION 1809.4 OF THE 2014 FBC-B REQUIRES THE
 FOUNDATION TO BE A MINIMUM OF 12 INCHES BELOW GRADE TO
 THE BOTTOM OF THE FOUNDATION. THE VERTICAL DIMENSION OF
 THE FOUNDATION NEEDS TO BE INCREASED TO MEET ALL OF
 THESE CODE REQUIREMENTS.
  
 7) 2ND REQUEST. SHEET A3 DETAIL 14 ALSO INDICATES THE
 USE OF STUCCO AND THE USE OF WIRE LATH. PLEASE SHOW
 COMPLIANCE WITH 2014 FBC-B 2510.6 WATER-RESISTIVE
 BARRIERS. WATER-RESISTIVE BARRIERS SHALL BE INSTALLED
 AS REQUIRED IN SECTION 1404.2 AND, WHERE APPLIED OVER
 WOOD-BASED SHEATHING, SHALL INCLUDE A WATER-RESISTIVE
 VAPOR-PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST
 EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE
 INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH
 THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE
 AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION
 1405.4) INTENDED TO DRAIN TO THE WATER-RESISTIVE
 BARRIER IS DIRECTED BETWEEN THE LAYERS.
  
 8) COMPLIED. 2FT OVERHANG FOR THE ROOF TRUSSES.
  
 9) SEMI-COMPLIED. SHEET A-6 DETAIL 4/ A5 (FOUND ON A6)
 THE NEW DETAIL SHOWS A DROPPED GABLE END TRUSS AND A
 2X4 OUTLOOKER TRUSS CANTILEVERED OVER THE DROPPED GABLE
 END TRUSS. THE ROOF FRAMING PLAN ON THE LEFT SIDE OF
 THE PLAN STILL SHOWS THE LADDER TYPE FRAMING. THE 2X4
 OUTLOOKERS ARE NOT CONTINUED IN TO THE 2ND TRUSS,
 (FIRST COMMON TRUSS). PLEASE ALSO TAKE NOTE OF THE
 HEIGHT OF THE A2 TRUSS 5 FT. 9 1/16 INCH AND THE
 DROPPED GABLE TRUSS OF 5 FT. 3 7/8 INCHES = EQUALS TO A
 5 ? INCH FRAMING MEMBER FOR OUTLOOKERS, NOT A 2X4 AT 3
 ? INCHES. PLEASE CHECK MY MATH FOR ACCURACY.
 1ST ROUND OF COMMENTS. SHEET A-6. THE TRUSS LAYOUT
 SHEET SHOWS WHAT APPEARS TO BE A 2 FT. OVERHANG ON THE
 GABLE END WALLS, THIS DETAIL MAY BE REQUIRED TO BE A
 DROPPED GABLE END. PLEASE NOTE THIS TYPE OF LATTER TYPE
 OVERHANG IS USUALLY FOUND ON TRUSS OVERHANGS OF 12
 INCHES. THE WOOD TRUSSES SHALL BE DESIGNED IN
 ACCORDANCE WITH SECTION 2303.4.
 2303.4.2 TRUSS PLACEMENT DIAGRAM. THE TRUSS
 MANUFACTURER SHALL PROVIDE A TRUSS PLACEMENT DIAGRAM
 THAT IDENTIFIES THE PROPOSED LOCATION FOR EACH
 INDIVIDUALLY DESIGNATED TRUSS AND REFERENCES THE
 CORRESPONDING TRUSS DESIGN DRAWING. THE TRUSS PLACEMENT
 DIAGRAM SHALL BE PROVIDED AS PART OF THE TRUSS
 SUBMITTAL PACKAGE, AND WITH THE SHIPMENT OF TRUSSES
 DELIVERED TO THE JOB SITE. TRUSS PLACEMENT DIAGRAMS
 THAT SERVE ONLY AS A GUIDE FOR INSTALLATION AND DO NOT
 DEVIATE FROM THE PERMIT SUBMITTAL DRAWINGS SHALL NOT BE
 REQUIRED TO BEAR THE SEAL OR SIGNATURE OF THE TRUSS
 DESIGNER.
 2303.4.3 TRUSS SUBMITTAL PACKAGE. THE TRUSS SUBMITTAL
 PACKAGE PROVIDED BY THE TRUSS MANUFACTURER SHALL
 CONSIST OF EACH INDIVIDUAL TRUSS DESIGN DRAWING, THE
 TRUSS PLACEMENT DIAGRAM, THE PERMANENT INDIVIDUAL TRUSS
 MEMBER RESTRAINT/BRACING METHOD AND DETAILS AND ANY
 OTHER STRUCTURAL DETAILS GERMANE TO THE TRUSSES; AND,
 AS APPLICABLE, THE COVER/TRUSS INDEX SHEET.
  
 10-12) COMPLIED.
  
 13) 2ND REQUEST. SHEET A2.1 THE SOUTH ELEVATION SHOWS
 ARCHITECTURAL DETAILS OF COLUMNS AND PEDIMENT PLEASE
 SHOW A CUR THROUGH SECTION OF THIS AREA FOR A BETTER
 UNDERSTANDING OF THE DEPTH OF THESE ELEMENTS. 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED.
  
 14A) PRODUCT APPROVALS MAYBE A DEFERRED SUBMITTAL: 2014
 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) WALL LOUVERS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 14B) 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..
  
 15) COMPLIED.
  
 16) 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.
  
 17) 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
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-05-09 Cont ID  
Sent By jwitmer Date 2016-05-09 Time 08:36 Rev Time  
Received By jwitmer Date 2016-05-09 Time 06:57 Sent To  
Notes
2016-05-09 08:21:29BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16040574
 ADD: 1025 7TH ST.
 CONT: T. B. D. / TO BE DETEMINED
 TEL: 561-310-7829
 E-MAIL: ?????????
  
 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. MAY 09/ 2016
 ACTION: DENIED
  
 1) THE COVERSHEET LIST THIS BUILDING CONSTRUCTION TYPE
 AS A III-B TYPE CONSTRUCTION, SHEETS A1, A3 & A4 ALL
 SHOW THIS STRUCTURE WITH WOOD FRAME EXTERIOR WALLS.
 PLEASE REVIEW CONSTRUCTION TYPE FOR A III-B. PLANS DO
 NOT CALL OUT FOR FIRE RETARDANT TREATED WOOD FOR THE
 EXTERIOR WALL FRAMING MEMBERS OR SUB-SHEATHING.
  
 2014 FBC-B 602.3. 602.3 TYPE III. TYPE III CONSTRUCTION
 IS THAT TYPE OF CONSTRUCTION IN WHICH THE EXTERIOR
 WALLS ARE OF NONCOMBUSTIBLE MATERIALS AND THE INTERIOR
 BUILDING ELEMENTS ARE OF ANY MATERIAL PERMITTED BY THIS
 CODE. FIRE-RETARDANT-TREATED WOOD FRAMING COMPLYING
 WITH SECTION 2303.2 SHALL BE PERMITTED WITHIN EXTERIOR
 WALL ASSEMBLIES OF A 2-HOUR RATING OR LESS.
  
 2) A SURVEY IS PROVIDED FOR THE LOT THIS BUILDING IS TO
 BE BUILT UPON, BUT THERE IS NO PROPOSED BUILDING ON THE
 SURVEY SHOWING THE DIMENSIONS FROM THE PROPERTY LINES
 NOR THE REQUIRED SET BACKS. 2014 FBC-B TABLE 602 &
 TABLE 705.8.
  
 3) THE PROPOSED VALUE OF THE PROJECT IS EXTREMELY LOW
 AT $75,000.00 IN VALUE. USING THE ICC BUILDING
 VALUATION CHARTS FROM AUGUST 2015 FOR THE SQUARE
 FOOTAGE OF :
 A3/ III-B 937 SQ. FT. X $137.12 = $ 128,481.44
 B / III-B 1,631 SQ. FT. X $152.55 = $ 248,809.05
 $ 377,290.00 TOTAL VALUE FOR THE BUILDING
 ONLY!!!!!!!!!!
  
 W P B ADMINISTRATIVE CODE 108.2 SCHEDULE OF PERMIT
 FEES. ON BUILDINGS, STRUCTURES, ELECTRICAL, GAS,
 MECHANICAL AND PLUMBING SYSTEMS OR ALTERATIONS
 REQUIRING A PERMIT, A FEE FOR EACH PERMIT SHALL BE PAID
 AS REQUIRED, IN ACCORDANCE WITH THE SCHEDULE
 ESTABLISHED BY THE APPLICABLE GOVERNING AUTHORITY.
  
 108.3* BUILDING PERMIT VALUATION.
 IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
 CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
 ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
 APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
 PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
 VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
 REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
 FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
 BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
 COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
 VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
 (MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
 CONGRESS.
  
 4A) SHEET A4/ LIFE SAFETY SHEET DOES NOT SHOW THE
 CORRIDOR AS A FIRE RATED CORRIDOR. PLEASE REVIEW TABLE
 1018.1 OF THE 2014 FBC-B. FOR BOTH ASSEMBLY AND
 BUSINESS OCCUPANCCIES OF NON-FIRE SPRINKLERED BUILDINGS
 WITH AN OCCUPANT LOAD GREATER THAN 30 A ONE HOUR FIRE
 RATED CORRIDOR IS REQUIRED WITH REQUIRED OPENING
 PROTECTIVES FOR DOORS IN COMPLIANCE OF TABLE 716.5. 20
 MINUTE FIRE RATED DOORS, SEE FOOTNOTE B.
  
 4B) PLEASE SHOW HOW THE 1 HOUR FIRE RATED CORRIDOR IS
 TO BE BUILT INCLUDING THE FIRE RATING OF WALLS TO THE
 ROOF SHEATHING ON BOTH SIDES OF THE COORIDOR OR IS
 THERE GOING TO BE A FIRE RATED CEILING ASSEMBLY? THE
 MECHANICAL SHEET M1 DOES NOT SHOW EITHER THE DUCTS
 PENETRATING THE CORRIDOR CEILING WITH FIRE DAMPERS.
 DEPENDING WHERE THE MAIN TRUNK LINE IS PLACED IF ABOVE
 IN THE ATTIC OR BELOW A RATED CORRIDOR CEILING EITHER
 CEILING DAMPERS WILL BE REQUIRED OR FIRE DAMPERS IN THE
 CORRIDOR WALLS. SEE FBC-B 717.5.4.1 CORRIDORS. A LISTED
 SMOKE DAMPER DESIGNED TO RESIST THE PASSAGE OF SMOKE
 SHALL BE PROVIDED AT EACH POINT A DUCT OR AIR TRANSFER
 OPENING PENETRATES A CORRIDOR ENCLOSURE REQUIRED TO
 HAVE SMOKE AND DRAFT CONTROL DOORS IN ACCORDANCE WITH
 SECTION 716.5.3.
  
 5) DISCREPANCY IN PLANS. THE COVERSHEET SHEET INDEX
 LIST SHEETS A1-A6 WHERE AS IN THE SET OF DRAWINGS THERE
 ARE 3 SHEETS LABELED A4, NO A5 OR A6. PLEASE CORRECT
 THE DISCREPANCY (TYPO) IN PLANS. 107.2.1.3
  
 6) FOUNDATIONSHEET (A5) VERSES SHEET A3 DETAIL 14 CUT
 SECTION OF EXTERIOR WALL AND FOUNDATION. SHEET A5 THE
 PERIMTETER FOUNDATION IS INDICATED AS 18 IN. WIDE X
 16IN. DEEP. PLEASE SEE SHEET A3 DETAIL # 14. THE FINISH
 FLOOR IS SHOWN AT ELE. 0-0 FT. THE BOTTOM SILL PLATE IS
 RECESSED, THE DIMINSION NOT GIVEN. THE STUCCO SIDING
 AND SUB-SHEATHING STOP ABOVE THE BOTTOM HALF OF THE
 BOTTOM SILL PLATE NOT PROVIDING PROTECTION AGAINST THE
 WEATHER AND PROMOTING ROT. THE 2012 ICC-B CODE
 COMMENTARY 2304.11.2.6 ON THIS SECTION INDICATES THE
 STUCCO AND SHEATHING SHOULD EXTEND AT LEAST 1 INCH
 BELOW THE TOP OF THE FOUNDATION. THEN THE 6 INCH
 CLEARANCE BETWEEN THE STUCCO AND SUB-SHEATHING TO
 EXPOSED GRADE SHOLD OCCUR. SECTION 1809.4 OF THE 2014
 FBC-B REQUIRES THE FOUNDATION TO BE A MINIMUM OF 12
 INCHES BELOW GRADE TO THE BOTTOM OF THE FOUNDATION. THE
 VERTICAL DIMENSION OF THE FOUNDATION NEEDS TO BE
 INCREASED TO MEET ALL OF THESE CODE REQUIREMENTS.
  
 7) SHEET A3 DETAIL 14 ALSO INDICATES THE USE OF STUCCO
 AND THE USE OF WIRE LATH. PLEASE SHOW COMPLIANCE WITH
 2014 FBC-B 2510.6 WATER-RESISTIVE BARRIERS.
 WATER-RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED
 IN SECTION 1404.2 AND, WHERE APPLIED OVER WOOD-BASED
 SHEATHING, SHALL INCLUDE A WATER-RESISTIVE
 VAPOR-PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST
 EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE
 INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH
 THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE
 AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION
 1405.4) INTENDED TO DRAIN TO THE WATER-RESISTIVE
 BARRIER IS DIRECTED BETWEEN THE LAYERS.
  
 8) DISCREPANCY IN PLANS. SHEET A2.2 THE ELEVATIONS
 SHOWS A 2FT OVERHANG FOR THE ROOF TRUSSES WHEREAS SHEET
 A3 DETAIL 14 SHOWS ONLY A 1FT. 4 IN. OVERHANG. SHEET
 A-6 (SHOWN AS A-4) THE TRUSS LAYOUT SHEET DOES NOT SHOW
 ANY DIMENSION AS FAR AS WHAT THE OVERHANG SHOULD BE?
 107.2.1.3.
  
 9) SHEET A-6 (SHOWN AS A-4) THE TRUSS LAYOUT SHEET
 SHOWS WHAT APPEARS TO BE A 2 FT. OVERHANG ON THE GABLE
 END WALLS, THIS DETAIL MAY BE REQUIRED TO BE A DROPPED
 GABLE END. PLEASE NOTE THIS TYPE OF LATTER TYPE
 OVERHANG IS USSUALLY FOUND ON TRUSS OVERHANGS OF 12
 INCHES. THE WOOD WOOD TRUSSES SHALL BE DESIGNED IN
 ACCORDANCE WITH SECTION 2303.4.
  
 2303.4.2 TRUSS PLACEMENT DIAGRAM. THE TRUSS
 MANUFACTURER SHALL PROVIDE A TRUSS PLACEMENT DIAGRAM
 THAT IDENTIFIES THE PROPOSED LOCATION FOR EACH
 INDIVIDUALLY DESIGNATED TRUSS AND REFERENCES THE
 CORRESPONDING TRUSS DESIGN DRAWING. THE TRUSS PLACEMENT
 DIAGRAM SHALL BE PROVIDED AS PART OF THE TRUSS
 SUBMITTAL PACKAGE, AND WITH THE SHIPMENT OF TRUSSES
 DELIVERED TO THE JOB SITE. TRUSS PLACEMENT DIAGRAMS
 THAT SERVE ONLY AS A GUIDE FOR INSTALLATION AND DO NOT
 DEVIATE FROM THE PERMIT SUBMITTAL DRAWINGS SHALL NOT BE
 REQUIRED TO BEAR THE SEAL OR SIGNATURE OF THE TRUSS
 DESIGNER.
  
 2303.4.3 TRUSS SUBMITTAL PACKAGE. THE TRUSS SUBMITTAL
 PACKAGE PROVIDED BY THE TRUSS MANUFACTURER SHALL
 CONSIST OF EACH INDIVIDUAL TRUSS DESIGN DRAWING, THE
 TRUSS PLACEMENT DIAGRAM, THE PERMANENT INDIVIDUAL TRUSS
 MEMBER RESTRAINT/BRACING METHOD AND DETAILS AND ANY
 OTHER STRUCTURAL DETAILS GERMANE TO THE TRUSSES; AND,
 AS APPLICABLE, THE COVER/TRUSS INDEX SHEET.
  
 10) PLEASE NOTE SHEET A2.1 AND A4 BOTH SHOW THIS
 STRUCTURE HAVING A GABLE END ON BOTH ENDS OF THE
 BUILDING. THERE ARE NO DETAILS ON SHEET A4 FOR THE
 GABLE END WALL BRACING OF THE TOP CORD, END TRUSS WALL
 TO THE BOTTOM CORD OF TRUSSES BEING TRANSFERRED INTO
 THE WOOD FRAME BEARING WALL. FBC-B 2308.3.2.2. WHERE
 ROOF TRUSSES ARE USED AND ARE INSTALLED PERPENDICULAR
 TO AN EXTERIOR BRACED WALL LINE, LATERAL FORCES SHALL
 BE TRANSFERRED FROM THE ROOF DIAPHRAGM TO THE BRACED
 WALL OVER THE FULL LENGTH OF THE BRACED WALL LINE BY
 BLOCKING OF THE ENDS OF THE TRUSSES OR BY OTHER
 APPROVED METHODS PROVIDING EQUIVALENT LATERAL FORCE
 TRANSFER. BLOCKING SHALL BE MINIMUM 2 INCHES (51 MM)
 NOMINAL THICKNESS AND SHALL EXTEND TO WITHIN 2 INCHES
 (51 MM) FROM THE ROOF SHEATHING ABOVE AND SHALL BE
 FASTENED TO THE BRACED WALL LINE TOP PLATE AS SPECIFIED
 IN TABLE 2304.9.1, ITEM 11. NOTCHING OR DRILLING OF
 HOLES IN BLOCKING IN ACCORDANCE WITH THE REQUIREMENTS
 OF SECTION 2308.8.2 OR SECTION 2308.10.4.2 SHALL BE
 PERMITTED.
  
 11) DISCREPANCY IN PLANS SHEET A2.1 SHOWS WALL AND ROOF
 ZONES PRESSURES FOR ZONES 1-5. THE CHART DOES NOT
 INDICATE IF THERE PRESSURES ARE IN VULT OR VASD. PLEASE
 ALSO REVIEW PRESSURES FOUND ON A-5 DETAIL 3 THE DETAIL
 SHOWS A HIP ROOF NOT A GABLE ROOF. THE PRESSURES FOR
 ZONES 2 AND 3 ARE THE SAME, THIS IS NOT TRUE FOR A
 GABLE ROOF!!! 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 12) SHEET A2 NOR A3 DETAIL 14 SHOW COMPLIANCE WITH:
 PLEASE PROVIDE ATTIC VENTILATIONS CALCULATIONS IN
 COMPLIANCE WITH 2308.10.11 ATTIC VENTILATION. FOR ATTIC
 VENTILATION, SEE SECTION 1203.2.
  
 13) SHEET A2.1 THE SOUTH ELEVATION SHOWS ARCHITECTURAL
 DETAILS OF COLUMNS AND PEDIMENT PLEASE SHOW A CUR
 THROUGH SECTION OF THIS AREA FOR A BETTER UNDERSTANDING
 OF THE DEPTH OF THESE ELEMENTS. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 14) ROOFING: NOTICE: EFFECTIVE APRIL 1/2016 THE
 REFERENCED MIAMI-DADE COUNTY ELECTROGALVANIZED
 FASTENERS LISTINGS ARE SUSPENDED:
 11--1019.02 & 11-1019.03 BLUELINX CORP.
 12-0423.06 CONTINENAL MATERIALS, INC.
 15-1123.04 PRIME SOURCE BUILDING PRODUCTS, INC.
 13-0530.01 SPECIALTY FASTENING SYSTEM
 12-0423.03 & 12-0423.04 SUMMIT CONGLOMERATE, LLC
 12-1205.11, 12-1205.13 & 13-05 & 13-0514.05 WEATHERPRO,
 LLC
  
 15) PLEASE SHOW COMPLIANCE WITH THE 2014 ENERGY CODE:
 C401.2 APPLICATION.
 COMMERCIAL BUILDINGS SHALL COMPLY WITH ONE OF THE
 FOLLOWING:
  
 1. THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1.
  
 2. THE REQUIREMENTS OF SECTIONS C402, C403, C404 AND
 C405. IN ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY
 WITH EITHER SECTION C406.2, C406.3 OR C406.4.
  
 3. THE REQUIREMENTS OF SECTION C407, C402.4, C403.2,
 C404, C405.2, C405.3, C405.4, C405.6 AND C405.7. THE
 BUILDING ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85
 PERCENT OF THE STANDARD REFERENCE DESIGN BUILDING.
  
 16) 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.
  
 17) 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
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2016-09-29 Cont ID  
Sent By vperez Date 2016-09-29 Time 11:38 Rev Time 0.00
Received By vperez Date 2016-09-29 Time 11:38 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2016-07-20 Cont ID  
Sent By vperez Date 2016-07-20 Time 06:03 Rev Time 0.00
Received By vperez Date 2016-07-20 Time 06:02 Sent To  
Notes
2016-07-20 06:33:432ND ELECTRICAL PLAN REVIEW
  
 APPLICABLE CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70- 2011 NEC
 PENDING COMMENTS:
  
 9. PROVIDE EXISTING ONE-LINE DIAGRAM AND ALL NEW
 SERVICE EQUIPMENT WITH ASSOCIATED WIRE SIZES, CONDUIT
 SIZE AND GROUNDING SCHEME. FBC 107.3.5.- PLEASE NOTE
 THAT THE NEW SERVICE SHOWN WILL REQUIRE A AIC
 CALCULATION NEC 110.9. RISER DIAGRAM SHOWN NOT IN
 COMPLIANCE WITH NEC 2011. SERVICE CONDUCTORS AND FEEDER
 CONDUCTORS SHOWN FOR 241AMP CALCULATED LOAD AND MAIN
 BREAKER 300A IS UNDERSIZED PER NEC 310.15 B 16 TABLE OF
 AMPACITIES AND NEC 240.4 OVERCURRENT SELECTION. SHOW
 CONDUCTORS AT THE SERVICE DISC TO BE FUSED AND LABEL
 SERVICE DISCONNECT TO BE RATED FOR SERVICE ENTRANCE
 EQUIPMENT. AN EQUIPMENT GROUNDING CONDUCTOR TO BE
 INSTALLED TO PANEL A PER NEC 250.122. CLARIFY #1
 CONDUCTORS SHOWN FROM METER TO PANEL A, NEED TO
 COORELATE.
  
 1- SHOW ON FLOOR PLAN WHERE THE SERVICE IS LOCATED.
 COULD NOT LOCATE PANELBOARD IN HALLWAY AS INDICATED ON
 NARRATIVE. PROVIDE NOTES TO INDICATE PROPER SINAGE
 REQUIRED AT THE SERVICE, SEE NEC 110.16 ARC FLASH
 HAZARD WARNINGS AND NEC 110.24 FIELD MARKING OF
 AVAILABLE FAULT CURRENT. SEE VERBIAGE IN CODE SECTION.
 NOTES WILL SUFFICE.
  
 2- FURTHER COMMENTS MAY FOLLOW UPON RESUBMITTAL. PLEASE
 FEEL FREE TO CONTACT ME SHOULD YOU HAVE ANY QUESTIONS
 REGARDING THIS PROJECT.
  
 VALENTINO PEREZ
 ELECTRICAL PLANS EXAMINER II
 561-805-6717
 [email protected]
  
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-04-18 Cont ID  
Sent By vperez Date 2016-04-18 Time 11:14 Rev Time 0.00
Received By vperez Date 2016-04-15 Time 13:35 Sent To  
Notes
2016-04-18 11:14:26INITIAL ELECTRICAL PLAN REVIEW
  
 APPLICABLE CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70- 2011 NEC
 COMMENTS:
  
 1. PLEASE DELETE FROM ELECTRICAL NOTES LIST THE
 NON-APPLICABLE NOTES FOR RESIDENTIAL DWELLINGS.
 2. PROVIDE A NOTE TO PROVIDE TAMPER RESISTANT
 RECEPTACLE TO THE CLASSROOM AREAS AS SHOWN ON DRAWINGS.
 NEC 406.14
 3. CLARIFY GFCI SHOWN IN SHOWER AREA, NEC 406.9C
 4. ADDRESS ALL FIRE DEPARTMENT COMMENTS RELATED TO THE
 ELECTRICAL SCOPE.
 5. SHOW ON DRAWINGS THE CIRCUIT DESIGNATION FOR ALL
 POWER AND LIGHTING OUTLETS. FBC 107.3.5
 6. CLARIFY ON DRAWINGS WHAT IS NEW AND WHAT IS
 EXISTING, BY DESIGNATING N OR E AS SYMBOLS.
 7. SHOW ON PLANS THE LOCATION OF THE ELECTRICAL SERVICE
 AND THE AIR HANDLER EQUIPMENT.
 8. PLEASE CLARIFY THE OCCUPANCY SENSORS SHOWN FOR THE
 FAN MOTOR IN CLASSROOM.
 9. PROVIDE EXISTING ONE-LINE DIAGRAM AND ALL NEW
 SERVICE EQUIPMENT WITH ASSOCIATED WIRE SIZES, CONDUIT
 SIZE AND GROUNDING SCHEME. FBC 107.3.5
 10. SHOW ON PANEL SCHEDULE THE CIRCUIT IDENTIFICATION
 FOR THE AREAS THAT IT WILL SERVE. GENERAL RECEPTACLE
 AND LIGHTING DESIGNATION IS NOT CLEAR AND EVIDENT AS
 PER NEC 408.4
 11. FURTHER COMMENTS MAY FOLLOW UPON RESUBMITTAL.
 PLEASE FEEL FREE TO CONTACT ME SHOULD YOU HAVE ANY
 QUESTIONS REGARDING THIS PROJECT.
  
 VALENTINO PEREZ
 ELECTRICAL PLANS EXAMINER II
 561-805-6717
 [email protected]
  
  
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2016-11-14 Cont ID  
Sent By skennedy Date 2016-11-14 Time 17:02 Rev Time 0.00
Received By skennedy Date 2016-11-14 Time 17:02 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2016-08-24 Cont ID  
Sent By Mgonzale Date 2016-08-24 Time   Rev Time 0.50
Received By mgonzale Date 2016-08-24 Time   Sent To I
Notes
2016-08-24 09:33:54ADDRESS ZONING COMMENTS.
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2016-05-13 Cont ID  
Sent By Mgonzale Date 2016-05-13 Time   Rev Time 0.25
Received By mgonzale Date 2016-05-13 Time   Sent To I
Notes
2016-05-13 15:15:34PLEASE COMPLY WITH ZONING REQUIREMENTS. THANK YOU!
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-07-07 Cont ID  
Sent By pleduc Date 2016-07-07 Time   Rev Time 0.00
Received By pleduc Date 2016-07-07 Time 15:24 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2016-04-13 Cont ID  
Sent By pleduc Date 2016-04-13 Time   Rev Time 0.00
Received By pleduc Date 2016-04-13 Time 10:47 Sent To  
Notes
2016-04-13 12:30:39THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 1) SHEET A 1 - IT IS NOTED THAT DOORS IN THE CORRIDOR
 ARE INDICATED AS FIRE RATED; NO FIRE RATING INDICATED,
 NO RATED HARDWARE. THE CORRIDOR CONSTRUCTION SHALL
 COMPLY WITH NFPA 101, CHAPTER 12.
  
 12.3.6 CORRIDORS. INTERIOR CORRIDORS AND LOBBIES SHALL
 BE CONSTRUCTED IN ACCORDANCE WITH 7.1.3.1 AND SECTION
 8.3, UNLESS OTHERWISE PERMITTED BY ONE OF THE
 FOLLOWING:
 (1) CORRIDOR AND LOBBY PROTECTION SHALL NOT BE REQUIRED
 WHERE ASSEMBLY ROOMS SERVED BY THE CORRIDOR OR LOBBY
 HAVE AT LEAST 50 PERCENT OF THEIR EXIT CAPACITY
 DISCHARGING DIRECTLY TO THE OUTSIDE, INDEPENDENT OF
 CORRIDORS AND LOBBIES.
 (2) CORRIDOR AND LOBBY PROTECTION SHALL NOT BE REQUIRED
 IN BUILDINGS PROTECTED THROUGHOUT BY AN APPROVED,
 SUPERVISEDAUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH
 SECTION 9.7.
 (3) LOBBIES SERVING ONLY ONE ASSEMBLY AREA THAT MEET
 THE REQUIREMENTS FOR INTERVENING ROOMS (SEE 7.5.1.6)
 SHALL NOT BE REQUIRED TO HAVE A FIRE RESISTANCE RATING.
 (4) WHERE THE CORRIDOR CEILING IS AN ASSEMBLY HAVING A
 1-HOUR FIRE RESISTANCE RATING WHERE TESTED AS A WALL,
 THE CORRIDOR WALLS SHALL BE PERMITTED TO TERMINATE AT
 THE CORRIDOR CEILING.
 (5) CORRIDOR AND LOBBY PROTECTION SHALL NOT BE REQUIRED
 IN BUILDINGS PROTECTED THROUGHOUT BY AN APPROVED, TOTAL
 (COMPLETE) COVERAGE SMOKE DETECTION SYSTEM PROVIDING
 OCCUPANT NOTIFICATION AND INSTALLED IN ACCORDANCE WITH
 SECTION 9.6.
  
 THE DESIGN DOES NOT MEET 1-5 ABOVE....
  
 7.1.3.1 EXIT ACCESS CORRIDORS. CORRIDORS USED AS EXIT
 ACCESS AND SERVING AN AREA HAVING AN OCCUPANT LOAD
 EXCEEDING 30 SHALL BE SEPARATED FROM OTHER PARTS OF THE
 BUILDING BY WALLS HAVING NOT LESS THAN A 1-HOUR FIRE
 RESISTANCE RATING IN ACCORDANCE WITH SECTION 8.3,
 UNLESS OTHERWISE PERMITTED BY ONE OF THE FOLLOWING:
 (1) THIS REQUIREMENT SHALL NOT APPLY TO EXISTING
 BUILDINGS, PROVIDED THAT THE OCCUPANCY CLASSIFICATION
 DOES NOT CHANGE.
 (2) THIS REQUIREMENT SHALL NOT APPLY WHERE OTHERWISE
 PROVIDED IN CHAPTERS 11 THROUGH 43.
  
 THE CORRIDOR SHALL HAVE A 1-HOUR FIRE RESISTIVE RATING
 ON ALL SIDES, INCLUDING DOORS AND HARDWARE, INCLUDING
 CLOSERS.
  
 2) SHEET A 1 - DOOR 4 IS NOT INDICATED AS FIRE RATED OR
 WITH EXIT HARDWARE. PLEASE PROVIDE RATING PER THE CODE
 NARRATIVE ABOVE.
  
 3) SHEET A 1 - AN EXIT SIGN IS NEEDED INSIDE THE
 FELLOWSHIP HALL AT THE DOUBLE DOORS.
  
 4) SHEET E 1 - NO EXIT SIGNS OR EMERGENCY LIGHTS ARE
 INDICATED. PLEASE PROVIDE IN COMPLIANCE WITH NFPA 101,
 CHAPTER 12 & CHAPTER 7
  
 12.2.8 ILLUMINATION OF MEANS OF EGRESS. MEANS OF
 EGRESS, OTHER THAN FOR PRIVATE PARTY TENTS NOT
 EXCEEDING 1200 FT2 (112 M2), SHALL BE ILLUMINATED IN
 ACCORDANCE WITH SECTION 7.8.
 12.2.9 EMERGENCY LIGHTING.
 12.2.9.1 EMERGENCY LIGHTING SHALL BE PROVIDED IN
 ACCORDANCE WITH SECTION 7.9.
  
 12.2.10 MARKING OF MEANS OF EGRESS.
 12.2.10.1 MEANS OF EGRESS SHALL BE PROVIDED WITH SIGNS
 IN ACCORDANCE WITH SECTION 7.10.
  
 7.8 ILLUMINATION OF MEANS OF EGRESS.
 7.8.1 GENERAL.
 7.8.1.1* ILLUMINATION OF MEANS OF EGRESS SHALL BE
 PROVIDED IN ACCORDANCE WITH SECTION 7.8 FOR EVERY
 BUILDING AND STRUCTURE WHERE REQUIRED IN CHAPTERS 11
 THROUGH 43. FOR THE PURPOSES OF THIS REQUIREMENT, EXIT
 ACCESS SHALL INCLUDE ONLY DESIGNATED STAIRS, AISLES,
 CORRIDORS, RAMPS, ESCALATORS, AND PASSAGEWAYS LEADING
 TO AN EXIT. FOR THE PURPOSES OF THIS REQUIREMENT, EXIT
 DISCHARGE SHALL INCLUDE ONLY DESIGNATED STAIRS, AISLES,
 CORRIDORS, RAMPS, ESCALATORS, WALKWAYS, AND EXIT
 PASSAGEWAYS LEADING TO A PUBLIC WAY.
 7.8.1.2 ILLUMINATION OF MEANS OF EGRESS SHALL BE
 CONTINUOUS DURING THE TIME THAT THE CONDITIONS OF
 OCCUPANCY REQUIRE THAT THE MEANS OF EGRESS BE AVAILABLE
 FOR USE, UNLESS OTHERWISE PROVIDED IN7.8.1.2.2.
  
 7.9 EMERGENCY LIGHTING.
 7.9.1 GENERAL.
 7.9.1.1* EMERGENCY LIGHTING FACILITIES FOR MEANS OF
 EGRESS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 7.9
 FOR THE FOLLOWING:
 (1) BUILDINGS OR STRUCTURES WHERE REQUIRED IN CHAPTERS
 11 THROUGH 43
  
 7.9.2 PERFORMANCE OF SYSTEM.
 7.9.2.1* EMERGENCY ILLUMINATION SHALL BE PROVIDED FOR A
 MINIMUMOF 1? HOURS IN THE EVENT OF FAILURE OF NORMAL
 LIGHTING. EMERGENCY LIGHTING FACILITIES SHALL BE
 ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS NOT
 LESS THAN AN AVERAGE OF 1 FT-CANDLE (10.8 LUX) AND, AT
 ANY POINT, NOT LESS THAN 0.1 FT-CANDLE (1.1 LUX),
 MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL.
 ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO
 NOT LESS THAN AN AVERAGE OF 0.6 FT-CANDLE (6.5 LUX)
 AND, ATANY POINT, NOT LESS THAN 0.06 FT-CANDLE (0.65
 LUX) AT THE END OF 1? HOURS. A MAXIMUM-TO-MINIMUM
 ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE
 EXCEEDED.
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
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2016-11-21 14:35:16RESUB ROUTED TO GJOHNSON
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2016-09-21 10:44:12C01
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Notes
2016-07-01 11:12:12C01
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Notes
2016-04-12 12:31:04C01
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status P Date 2016-10-21 Cont ID  
Sent By jwitmer Date 2016-10-21 Time 12:19 Rev Time 0.00
Received By jwitmer Date 2016-10-21 Time 12:02 Sent To  
Notes
2016-10-21 12:19:32P. B. COUNTY IMPACT FEE ASSESSMENT
 RECEIPT NO. 2016-0610-130
 TRACKING NO. MU-2016-014543-0000
 AMOUNT: $6,309.88
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status N Date 2016-07-20 Cont ID  
Sent By jwitmer Date 2016-07-20 Time 11:41 Rev Time 0.00
Received By jwitmer Date 2016-07-20 Time 11:41 Sent To  
Notes
2016-07-20 11:43:05P.B. C. IMPACT FEE OFFICE
 RECEIPT NO. 2016-0610-130
 TRACKING NO. MU- 2016-014543-0000
 AMOUNT: $6,309.88
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2016-05-09 Cont ID  
Sent By jwitmer Date 2016-05-09 Time 08:37 Rev Time 0.00
Received By jwitmer Date 2016-05-09 Time 08:36 Sent To  
Notes
2016-05-09 08:37:21BEFORE 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 2 Status P Date 2016-07-21 Cont ID  
Sent By jvalido Date 2016-07-21 Time 12:25 Rev Time 0.00
Received By jvalido Date 2016-07-21 Time 12:25 Sent To  
Notes
2016-07-21 12:25:58C01
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-04-13 Cont ID  
Sent By jvalido Date 2016-04-13 Time 16:53 Rev Time 0.00
Received By jvalido Date 2016-04-13 Time 15:34 Sent To ENG
Notes
2016-04-13 16:53:00WHEN 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 LEAVE THE
 PREVIOUSLY REVIEWED REPLACED SHEETS DETACHED.
  
 CITY OF WEST PALM BEACH LOCAL AMENDMENTS TO THE FLORIDA
 BUILDING CODE (FBC) 2010 CHAPTER 1 ADMINISTRATION
  
 ON WPB PERMIT APPLICATION UNDER "FURTHER WORK
 DESCRIPTION" IT STATES "ADDING A 70' X 40' ADDITION TO
 OUR EXISTING CHURCH"
 (1)PROVIDE HEAT LOAD CALCULATIONS AND ENERGY
 CALCULATIONS FOR TOTAL SQFT. UNDER AIR.
  
 107.2
 (2) PROVIDE CFM QUANTITIES ON ALL SUPPLY AND RETURN
 GRILLS.
 (3)PROVIDE CONDENSER TIE DOWN DETAIL AS PER FBC 2014
 WIND LOAD REQUIREMENTS.
 (4)EXPLAIN THE 8" X 8" TRANSFER OUTSIDE OF PANTRY AREA.
 (5)PROVIDE OUTSIDE AIR FOR EACH AHU.
 (6)PROVIDE OUTSIDE AIR DUCTS (TO INCLUDE DUCT SIZES,
 LOCATION, AND CFM TOTALS).
  
  
Review Stop P PLUMBING
Rev No 4 Status P Date 2016-12-01 Cont ID  
Sent By gjohnson Date 2016-12-01 Time 15:39 Rev Time 0.00
Received By gjohnson Date 2016-12-01 Time 15:16 Sent To  
Notes
2016-12-01 15:42:23APPROVED WITH PROVISO:
  
 1. PLUMBING CONTRACTOR TO PROVIDE CODE COMPLIANT RISER
 DIAGRAM.
 APPROVED BY BUILDING DEPARTMENT.
 FOR 1ST ROUGH INSPECTION.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 3 Status F Date 2016-10-20 Cont ID  
Sent By gjohnson Date 2016-10-20 Time 15:10 Rev Time 0.00
Received By gjohnson Date 2016-10-20 Time 14:38 Sent To  
Notes
2016-10-20 15:11:1613RD REVIEW
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
 PLUMBING COMMENTS: 3RD REQUEST
 1) THERE IS A DISCREPANCY ON THE PLAN COVER SHEET IN
 THE SHEET INDEX. THE FOLLOWING SHEET IS NOT INCLUDED IN
 THIS SUBMITTAL;
 LP-1. IS THERE ANY IRRIGATION ON THIS PLAN? CLARIFY AND
 SUBMIT SHT. LP-1 FOR REVIEW. WPB AMEND. TO FBC SEC.
 107.2.1.
 2) THE SANITARY RISER DOES NOT COMPLY WITH 2014 FPC
 SEC. 912 FOR FIXTURES PERMITTED ON A WET VENT AND THE
 ALLOWED FIXTURE UNIT LOAD OF THE WET VENT IS EXCEEDED
 PER TABLE 912.3 OF 2014 FPC. 2ND REQUEST.
 THE 2ND TOILET IN EACH BATHROOM CAN NOT BE ON THE WET
 VENT, YOU MIGHT WANT TO CONSIDER USING A CIRCUIT VENT
 SYSTEM BY CONNECTING THE LAVATORY TO BUILDING DRAIN
 BETWEEN THE TWO TOILETS.
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT ME. WE CAN SET
 UP A MEETING TO GET THIS ISSUE RESOLVED.
  
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2016-07-28 Cont ID  
Sent By tklarge Date 2016-07-28 Time 13:58 Rev Time 0.00
Received By tklarge Date 2016-07-28 Time 13:50 Sent To  
Notes
2016-07-28 13:58:381) THERE IS A DISCREPANCY ON THE PLAN COVER SHEET IN
 THE SHEET INDEX. THE FOLLOWING SHEET IS NOT INCLUDED IN
 THIS SUBMITTAL;
 LP-1. IS THERE ANY IRRIGATION ON THIS PLAN? CLARIFY AND
 SUBMIT SHT. LP-1 FOR REVIEW. WPB AMEND. TO FBC SEC.
 107.2.1.
 2) THE SANITARY RISER DOES NOT COMPLY WITH 2014 FPC
 SEC. 912 FOR FIXTURES PERMITTED ON A WET VENT AND THE
 ALLOWED FIXTURE UNIT LOAD OF THE WET VENT IS EXCEEDED
 PER TABLE 912.3 OF 2014 FPC. 2ND REQUEST.
  
 PLLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2016-05-11 Cont ID  
Sent By tklarge Date 2016-05-11 Time 10:36 Rev Time 0.00
Received By tklarge Date 2016-05-09 Time 12:23 Sent To  
Notes
2016-05-10 14:20:331) THERE IS A DISCREPANCY ON THE PLAN COVER SHEET IN
 THE SHEET INDEX. THE FOLLOWING SHEETS ARE NOT INCLUDED
 IN THIS SUBMITTAL;
 SP-1, SP-2, LP-1, A-5, A-6. THERE ARE THREE SHEETS
 LABELED A-4. CLARIFY.
 2) SHOW THE CLEAR INSIDE SHOWER DIMENSIONS ON THE PLAN.
 ( LXW.). COMPLY WITH 2014 FBC-PLUMBING SEC.417.4.
 3) THE MINIMUM WIDTH OF THE ACCESSIBLE TOILET ROOM
 SHALL BE 85 INCHES IF BUILT PERFECT.
 4) SHOW THE TYPICAL SIZE (LXW) OF THE WATER CCLOSET
 COMPARTMENTS ON THE PLANS. COMPLY WITH 2014 FPC
 SEC.405.3.1.
 5) THE DOOR SWINGS INTO THE CLEAR FLOOR SPACE FOR THE
 LAVATORY IN THE ACCESSIBLE TOILET ROOM. COMPLY WITH
 FBC-ACCESSIBILITY SEC.603.2.3, EXCEPTION #2.
 6) SHTS. A-3, A-4 & P-1 REFER TO THE 2010 FBC. REVISE
 THE NOTE TO COMPLY WITH THE 2014 FBC.
 7) WHAT TYPE OF ACTIVITIES WILL BE PERFORMED IN THE
 FELLOWSHIP HALL?. WILL THERE BE ANY DAYCARE IN THIS
 ADDITION? FBC 107.2.1.
 8) THE SANITARY RISER DOES NOT COMPLY WITH 2014 FPC
 SEC. 912 FOR FIXTURES PERMITTED ON A WET VENT AND THE
 ALLOWED FIXTURE UNIT LOAD OF THE WET VENT IS EXCEEDED
 PER TABLE 912.3 OF 2014 FPC.
 9) THE TWO MOST UPSTREAM WATER CLOSETS IN THE WOMEN'S
 RESTROOM ARE NOT PROPERLY VENTED.THE VENT SHALL BE
 LOCATED BETWEEN THE TWO WATER CLOSETS.
 10) THE WATER FOUNTAIN IS NOT VENTED. COMPLY WITH 2014
 FPC SEC.901.2, 901.2.1.
 11) THE WATER RISER DIAGRAM SHOWS THE HOT AND COLD
 WATER LINES TO ALL THE FIXTURES IN 1/2" PIPE.SUBMIT
 VERIFICATION THAT THE THE PRESSURE TO THE FIXTURES AND
 THE CAPACITY AT THE FIXTURE OUTLETS WILL COMPLY WITH
 2014 FPC SEC.604.3 & TABLE 604.3.
 12) SHOW THE LOCATION OF THE WATER HEATER ON THE
 PLUMBING DRAWING. IF THE WATER HEATER IS PLACED IN A
 PAN THEN A PAN DRAIN IS REQUIRED. THE PAN AND DRAIN
 SHALL COMPLY WITH 2014 FPC SECS. 504.7, 504.7.1,
 504.7.2.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
Review Stop R ROOF PLAN REVIEW
Rev No 4 Status P Date 2016-12-02 Cont ID  
Sent By jwitmer Date 2016-12-02 Time 08:01 Rev Time 0.00
Received By jwitmer Date 2016-12-02 Time 06:54 Sent To  
Notes
2016-12-02 08:02:44ROOF REVIEW:
 GAF TIMBERLINE HD
 NOA: 13-0419.04
 EXPIRE DATE: 13-0419.04
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status F Date 2016-10-21 Cont ID  
Sent By jwitmer Date 2016-10-21 Time 13:35 Rev Time 0.00
Received By jwitmer Date 2016-10-21 Time 12:02 Sent To  
Notes
2016-10-21 13:35:07NO ROOFING PRODUCT APPROVAL WERE SUBMITED THIS REVIEW
 CYCLE.
  
 PRODUCT APPROVALS PRODUCT APPROVALS MAYBE A DEFERRED
 SUBMITTAL: 2014 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) WALL LOUVERS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 14B) FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2016-05-09 Cont ID  
Sent By   Date 2016-05-09 Time   Rev Time 0.00
Received By   Date 2016-05-09 Time   Sent To  
Notes
2016-07-20 11:36:28ROOFING/ BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16040574
 ADD: 1025 7TH ST.
 CONT: T. B. D. / TO BE DETEMINED
 TEL: 561-310-7829
 E-MAIL: ?????????
  
 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: WED. JULY 20/ 2016
 ACTION: DENIED
 1) NO PRODUCT APPROVALS WERE SUBMITTED FOR ROOFING.
 1609.6.4.4.1 COMPONENTS & CLADDING.
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(D) ROOFING PRODUCTS AND ASSEMBLIES
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2016-05-09 Cont ID  
Sent By jwitmer Date 2016-05-09 Time   Rev Time 0.00
Received By jwitmer Date 2016-05-09 Time   Sent To  
Notes
2016-07-20 11:40:06ROOFING/ BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16040574
 ADD: 1025 7TH ST.
 CONT: T. B. D. / TO BE DETEMINED
 TEL: 561-310-7829
 E-MAIL: ?????????
  
 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. MAY 09/ 2016
 ACTION: DENIED
 1) NO PRODUCT APPROVALS WERE SUBMITTED FOR ROOFING.
 1609.6.4.4.1 COMPONENTS & CLADDING.
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(D) ROOFING PRODUCTS AND ASSEMBLIES
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
Review Stop Z ZONING
Rev No 3 Status P Date 2016-09-27 Cont ID  
Sent By awooten Date 2016-09-27 Time 14:59 Rev Time 0.00
Received By awooten Date 2016-09-26 Time 16:46 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status F Date 2016-07-19 Cont ID  
Sent By awooten Date 2016-07-19 Time 15:33 Rev Time 0.00
Received By awooten Date 2016-07-19 Time 15:28 Sent To  
Notes
2016-07-19 15:45:31APPROVED PLANS WITH CLASS B SPECIAL USE PERMIT
 APPLICATION SHOW 26 TOTAL PARKING SPACES. PLANS
 SUBMITTED WITH BUILDING PERMIT SHOW 24 TOTAL PARKING
 SPACES AND 26 TOTAL SPACES IN INFORMATION TABLE. PLEASE
 CORRECT INFORMATION TABLE TO SHOW A TOTAL OF 24 PARKING
 SPACES.
  
 LANDSCAPING REQUIRES A SEPARATE PERMIT WITH A
 LANDSCAPING PLAN AND AN IRRIGATION PLAN.
  
 PRIOR TO CO, PROVIDE A FINAL SURVEY ABSTRACTED FOR
 EASEMENTS.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE DO NOT HESITATE TO
 CONTACT ME.
  
 ALANA WOOTEN, ASSOCIATE PLANNER
 PLANNING AND ZONING DEPARTMENT
 TEL: 561-822-1449
 E-MAIL: [email protected]
  
  
Review Stop Z ZONING
Rev No 1 Status F Date 2016-05-05 Cont ID  
Sent By dkittred Date 2016-05-05 Time 18:36 Rev Time 0.00
Received By dkittred Date 2016-05-05 Time 18:22 Sent To  
Notes
2016-05-05 18:36:19PLANNING AND ZONING COMMENTS: ***FAILED***
  
 5/5/16
  
 1. DIMENSION THE HEIGHT OF THE BUILDING FROM FINISHED
 GRADE.
  
 2. IT APPEARS THAT THE SOUTH ENTRANCE HAS APPLIED
 COLUMNS AND THAT THERE IS NO STRUCTURAL COVERED
 ENTRANCE. SHEET A-1 DOES NOT SHOW A COVERED PORCH, BUT
 FROM THE ELEVATION RENDERING IT APPEARS THAT THE
 COLUMNS COULD BE APPLIED OR SUPPORT A COVERING. PLEASE
 VERIFY AS THE BUILDING ABUTS A UTILITY EASEMENT AND A
 STRUCTURAL INTRUSION MAY NOT BE PERMITTED.
  
 3. INCLUDE SITE PLAN WITH SETBACKS AND SITE DATA FOR
 PROPOSED BUILDING.
  
 4. INCLUDE A SIGNED AND SEALED SURVEY OF THE PROPERTY.
  
 5. FINAL SITE PLAN APPROVAL OF THIS NEW CONSTRUCTION IS
 PENDING WITH THE PLANNING DIVISION. ISSUANCE OF FINAL
 SITE PLAN APPROVAL IS REQUIRED PRIOR TO ZONING APPROVAL
 OF THIS BUILDING PERMIT.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT:
  
 DANIELLE J. KITTREDGE, AICP
 SENIOR PLANNER
 PLANNING & ZONING DIVISION
 PHONE: (561)-822-1443
 EMAIL: [email protected]
  


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