Plan Review Details - Permit 18041043
Plan Review Stops For Permit 18041043
Review Stop AD ADDRESSING
Rev No 1 Status N Date 2018-06-19 Cont ID  
Sent By rmcdouga Date 2018-06-19 Time 07:23 Rev Time 0.00
Received By rmcdouga Date 2018-06-19 Time 07:08 Sent To  
Notes
2018-06-19 07:25:17EACH OF THE APPLICATIONS THAT ARE SUBMITTED UNDER THE
 MASTER ARE REQUIRED TO HAVE AN ADDRESS THAT HAS BEEN
 ASSIGNED BY THE CITY. THE PERMIT CAN NOT BE ISSUED
 UNTIL AN ADDRESS HAS BEEN ASSIGNED TO THE PROPERTY. IN
 ORDER TO OBTAIN AN ADDRESS, PLEASE CONTACT MICHEAL ORIO
 BY PHONE AT 561-494-1080 OR BY EMAIL AT [email protected].
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2018-11-07 Cont ID  
Sent By cthroop Date 2018-11-07 Time 13:30 Rev Time 0.00
Received By cthroop Date 2018-11-07 Time 07:01 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2018-10-17 Cont ID  
Sent By rmcdouga Date 2018-10-17 Time 19:04 Rev Time 0.00
Received By rmcdouga Date 2018-10-17 Time 17:43 Sent To  
Notes
2018-10-17 19:04:48PLAN REVIEW COMMENTS FOR TORTUGA MASTER PLAN
 2ND REVIEW: FBC SIXTH EDITION (2017)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) COMPLIED.
  
 2) NOT COMPLIED. ( THE DATE OF THE CURRENT FLOOD MAPS
 IS OCTOBER 5, 2017 , THE COMMUNITY NUMBER IS 1200229
 AND THE PLANEL NUMBER IS 0577 F. ) CORRECT THE BUILDING
 ELEVATION DATA ON SHEET 002 (A-0.0.01) OF THE PLANS.
 UPDATE THE BUILDING ELEVATION DATA ON SHEET A-0.0.01A
 TO REFLECT THE CURRENTLY ADOPTED FLOOD MAPS AND DATUM.
 AS OF OCTOBER 5TH, 2017 THE CITY HAS ADOPTED NEW FLOOD
 INSURANCE RATE MAPS WHICH USE NAVD 88 AS THE VERTICAL
 DATUM. THE CITY ALSO ADOPTED A 2' FREEBOARD WHICH
 REQUIRES THE FINISH FLOOR AND EQUIPMENT TO BE A MINIMUM
 OF TWO FEET ABOVE THE BFE.
  
 3) COMPLIED.
  
 4) COMPLIED.
  
 5) COMPLIED.
  
 6) COMPLIED.
  
 7) COMPLIED.
  
 8) WILL COMPLY. DEFERED SUBMITTAL. PROVIDE TWO SETS OF
 SITE DRAINAGE PLANS FOR THE SPECIFIC LOTS WITH THE
 SUBMITTAL DOCUMENTS WHEN APPLYING FOR PERMITS UNDER THE
 MASTER. FBC 107.2.5 THE CONSTRUCTION DOCUMENTS
 SUBMITTED WITH THE APPLICATION FOR PERMIT SHALL BE
 ACCOMPANIED BY A SITE PLAN SHOWING TO SCALE THE SIZE
 AND LOCATION OF NEW CONSTRUCTION AND EXISTING
 STRUCTURES ON THE SITE, DISTANCES FROM LOT LINES, THE
 ESTABLISHED STREET GRADES AND THE PROPOSED FINISHED
 GRADES AND, AS APPLICABLE, FLOOD HAZARD AREAS,
 FLOODWAYS, AND DESIGN FLOOD ELEVATIONS; AND IT SHALL BE
 DRAWN IN ACCORDANCE WITH AN ACCURATE BOUNDARY LINE
 SURVEY. IN THE CASE OF DEMOLITION, THE SITE PLAN SHALL
 SHOW CONSTRUCTION TO BE DEMOLISHED AND THE LOCATION AND
 SIZE OF EXISTING STRUCTURES AND CONSTRUCTION THAT ARE
 TO REMAIN ON THE SITE OR PLOT. THE BUILDING OFFICIAL IS
 AUTHORIZED TO WAIVE OR MODIFY THE REQUIREMENT FOR A
 SITE PLAN WHEN THE APPLICATION FOR PERMIT IS FOR
 ALTERATION OR REPAIR OR WHEN OTHERWISE WARRANTED.
 FBC-R401.3 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED
 TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF
 COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE
 GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION
 WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152
 MM) WITHIN THE FIRST 10 FEET (3048 MM).
 EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER
 PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF FALL
 WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL BE
 CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE.
 IMPERVIOUS SURFACES WITHIN 10 FEET (3048 MM) OF THE
 BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2
 PERCENT AWAY FROM THE BUILDING.
  
 9) COMPLIED.
  
 10) COMPLIED.
  
 11) COMPLIED.
  
 12) COMPLIED.
  
 13) COMPLIED.
  
 14) COMPLIED.
  
 15) COMPLIED.
  
 16) PARTIAL COMPLIANCE. (THE REQUESTED INSTALLATION
 INSTRUCTIONS WERE STILL NOT SUBMITTED.) THE
 INSTALLATION INSTRUCTIONS WERE NOT SUBMITTED. SUBMIT
 TWO SETS OF SPECIFICATIONS AND INSTALLATION
 INSTRUCTIONS FOR THE OUTDOOR RANGE AT THE OUTDOOR
 SUMMER KITCHEN. FBC 107.2.1
  
 17) COMPLIED.
  
 18) COMPLIED.
  
 19) COMPLIED.
  
 20) PARTIAL COMPLIANCE. (THE REQUESTED INSTALLATION
 INSTRUCTIONS WERE STILL NOT SUBMITTED. THE INSTALLATION
 INSTRUCTIONS ACCORDING TO THE INFORMATION THAT WAS
 SUBMITTED FOR THIS PRODUCT IS NOA NO. 17-0821.19.)
 SUBMIT THE INSTALLATION INSTRUCTIONS FOR THE 8"
 LINTELS. SUBMIT TWO SETS OF PRODUCT APPROVALS FOR THE
 8" LINTELS. FBC 107.3.4
  
 21) COMPLIED.
  
 22) COMPLIED.
  
 23) NOT COMPLIED. FOR THE ROOF TILES, SPECIFY THE
 FASTENER TYPE AND THE NUMBER OF FASTENERS PER TILE THAT
 WILL BE USED. FBC 107.2.1 THE RTA FOAM IS OKAY TO USE
 AT THE HIP AND RIDGES.
  
 24) NOT COMPLIED. SUBMIT TWO SETS OF SIGNED AND SEALED
 TRUSS DRAWINGS AND TRUSS LAYOUT PLANS THAT HAVE BEEN
 REVIEWED AND APPROVED BY THE DESIGNER OF RECORD FOR THE
 PROJECT. FBC-R802.10
  
 25) NOT COMPLIED. SUBMIT TWO SETS OF PRODUCT APPROVALS
 FOR THE BAHAMA SHUTTERS THAT ARE SHOWN ON THE ELEVATION
 PLANS. FBC 107.3.4
  
 26) COMPLIED.
  
 27) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT
 A RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW
 COMMENTS HAS BEEN ADDRESSED.
  
 28) THE PRODUCT APPROVALS FOR THE WINDOW MULLIONS DOES
 NOT HAVE THE APPROVAL STAMP OF THE DESIGNER OF RECORD.
 FBC 107.3.4
  
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2018-08-24 Cont ID  
Sent By rmcdouga Date 2018-08-24 Time 18:22 Rev Time 0.00
Received By rmcdouga Date 2018-08-23 Time 16:13 Sent To  
Notes
2018-08-23 18:00:39PLAN REVIEW COMMENTS FOR TORTUGA MASTER PLAN
 2ND REVIEW: FBC SIXTH EDITION (2017)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) NOT COMPLIED. SEE SHEET 002 (A-0.0.01). UPDATE
 BUILDING CODE DATA AND APPLICABLE CODES ON THE PLANS TO
 THE 2017 FBC SIXTH EDITION. THE PLANS HAVE SEVERAL
 REFERENCES TO THE FBC FIFTH EDITION (2014). THE FBC
 SIXTH EDITION (2017) WENT INTO EFFECT ON JANUARY 1,
 2018. ALL NEW PERMITS APPLIED FOR ON OR AFTER THAT DATE
 ARE REQUIRED TO COMPLY WITH AND REFERENCE THE FBC SIXTH
 EDITION (2017). FS CHAPTER 553
  
 2) NOT COMPLIED. CORRECT THE BUILDING ELEVATION DATA ON
 SHEET 002 (A-0.0.01) OF THE PLANS. UPDATE THE BUILDING
 ELEVATION DATA ON SHEET A-0.0.01A TO REFLECT THE
 CURRENTLY ADOPTED FLOOD MAPS AND DATUM. AS OF OCTOBER
 5TH, 2017 THE CITY HAS ADOPTED NEW FLOOD INSURANCE RATE
 MAPS WHICH USE NAVD 88 AS THE VERTICAL DATUM. THE CITY
 ALSO ADOPTED A 2' FREEBOARD WHICH REQUIRES THE FINISH
 FLOOR AND EQUIPMENT TO BE A MINIMUM OF TWO FEET ABOVE
 THE BFE.
  
 3) NOT COMPLIED.THE FIRE RESISTANCE RATING REQUIREMENTS
 ON SHEET 002 ( A-0.0.01) IS MISLEADING WITHOUT THE
 REQUIRED MINIMUM FIRE SEPARATION BEING PROVIDED. SEE
 FBCR TABLE R302.1.
  
 4) NOT COMPLIED. FBC- R310.2 IS THE CODE SECTION FOR
 EMERGENCY ESCAPE AND RESCUE IN THE 2017 FBC SIXTH
 EDITION. THE CODE SECTION PROVIDED ON SHEET 002
 (A-0.0.01) OF THE PLANS IS INCORRECT. FBC 107.2.1
  
 5) NOT COMPLIED. THE NOTE UNDER EXTERIOR OPENINGS ON
 SHEET 002 ( A-0.0.01) IS NOT WORDED CORRECTLY. FBC
 R311.3.2 STATES THAT THE LANDINGS AT EXTERIOR DOORS
 SHALL NOT BE MORE THAN 7-3/4 INCHES BELOW THE TOP OF
 THE THRESHOLD.
  
 6) COMPLIED. WORST-CASE ENERGY FORM SUBMITTED FOR
 MASTER. LOT SPECIFIC ENERGY CODE COMPLIANCE DOCUMENTS
 TO BE SUBMITTED WITH INDIVIDUAL LOT PERMITS.
  
 7) NOT COMPLIED. THE 2014 EDITION IS REFERENCED ON THE
 ATTIC VENTILATION ANALYSIS ON SHEET A-1.4.01. PLEASE
 UPDATE TO THE 2017 FBC.
  
 8) DEFERED SUBMITTAL. PROVIDE TWO SETS OF SITE DRAINAGE
 PLANS FOR THE SPECIFIC LOTS WITH THE SUBMITTAL
 DOCUMENTS WHEN APPLYING FOR PERMITS UNDER THE MASTER.
 FBC 107.2.5 THE CONSTRUCTION DOCUMENTS SUBMITTED WITH
 THE APPLICATION FOR PERMIT SHALL BE ACCOMPANIED BY A
 SITE PLAN SHOWING TO SCALE THE SIZE AND LOCATION OF NEW
 CONSTRUCTION AND EXISTING STRUCTURES ON THE SITE,
 DISTANCES FROM LOT LINES, THE ESTABLISHED STREET GRADES
 AND THE PROPOSED FINISHED GRADES AND, AS APPLICABLE,
 FLOOD HAZARD AREAS, FLOODWAYS, AND DESIGN FLOOD
 ELEVATIONS; AND IT SHALL BE DRAWN IN ACCORDANCE WITH AN
 ACCURATE BOUNDARY LINE SURVEY. IN THE CASE OF
 DEMOLITION, THE SITE PLAN SHALL SHOW CONSTRUCTION TO BE
 DEMOLISHED AND THE LOCATION AND SIZE OF EXISTING
 STRUCTURES AND CONSTRUCTION THAT ARE TO REMAIN ON THE
 SITE OR PLOT. THE BUILDING OFFICIAL IS AUTHORIZED TO
 WAIVE OR MODIFY THE REQUIREMENT FOR A SITE PLAN WHEN
 THE APPLICATION FOR PERMIT IS FOR ALTERATION OR REPAIR
 OR WHEN OTHERWISE WARRANTED.
 FBC-R401.3 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED
 TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF
 COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE
 GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION
 WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152
 MM) WITHIN THE FIRST 10 FEET (3048 MM).
 EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER
 PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF FALL
 WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL BE
 CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE.
 IMPERVIOUS SURFACES WITHIN 10 FEET (3048 MM) OF THE
 BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2
 PERCENT AWAY FROM THE BUILDING.
  
 9) COMPLIED.
  
 10) NOT COMPLIED. SPECIFY ON THE PLANS. SHOW COMPLIANCE
 WITH FBC-R318.1 R318.1 TERMITE PROTECTION. TERMITE
 PROTECTION SHALL BE PROVIDED BY REGISTERED
 TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,
 BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR
 OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED
 FOR USE AS A PREVENTATIVE TREATMENT TO NEW
 CONSTRUCTION. SEE SECTION 202, REGISTERED TERMITICIDE.
 UPON COMPLETION OF THE APPLICATION OF THE TERMITE
 PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL
 BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED
 PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING
 STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE
 TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
 TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS
 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE
 AND CONSUMER SERVICES.
  
 11) COMPLIED.
  
 12) NOT COMPLIED. IN ADDITION TO THE SQUARE FOOT AREAS
 OF THE CONDITIONED SPACE, PROVIDE THE AREAS OF THE
 GARAGE, PORCHES AND ANY OTHER SPACES THAT DO NOT
 CONDITION AIR. PROVIDE ACCURATE AREA TABULATIONS FOR
 EACH FLOOR LISTING BOTH CONDITIONED AND UN-CONDITION
 SPACES ON THE FLOOR PLANS. FBC 107.2.1
  
 13) NOT COMPLIED. FBC 107.2.1.2 SINCE THE WINDOW AND
 DOOR PRESSURES ON THE PRODUCT APPROVALS ARE BASED ON
 VASD AND IN ORDER TO AVOID CONFUSION, PLEASE PROVIDE A
 COMPONENT AND CLADDING SCHEDULE WITH 132MPH EXPOSURE C
 NOMINAL VASD PRESSURES. FBC 301.2.1.3
  
 14) COMPLIED.
  
 15) COMPLIED.
  
 16) PARTIAL COMPLIANCE. THE INSTALLATION INSTRUCTIONS
 WERE NOT SUBMITTED. SUBMIT TWO SETS OF SPECIFICATIONS
 AND INSTALLATION INSTRUCTIONS FOR THE OUTDOOR RANGE AT
 THE OUTDOOR SUMMER KITCHEN. FBC 107.2.1
  
 17) COMPLIED.
  
 18) COMPLIED.
  
 19) COMPLIED.
  
 20) PARTIAL COMPLIANCE. SUBMIT THE INSTALLATION
 INSTRUCTIONS FOR THE 8" LINTELS. SUBMIT TWO SETS OF
 PRODUCT APPROVALS FOR THE 8" LINTELS. FBC 107.3.4
  
 21) NOT COMPLIED. SEE MARKUP ON SHEET A-6.2.01. THE
 PRODUCT APPROVAL NUMBERS LISTED ON THE PLANS FOR THE
 OVERHEAD GARAGE DOORS ARE FL NUMBERS NOT NOAS. PLEASE
 CORRECT.
  
 22) COMPLIED.
  
 23) NOT COMPLIED. THE PRODUCT APPROVAL FOR THE ICP
 POLYSET RTA ROOF TILE ADHESIVE, NOA NO. 16-0315.03,
 STATES THAT IT CAN BE USED WITH ANY ROOF TILE ASSEMBLY
 HAVING A CURRENT NOA THAT LISTS ATTACHMENT RESISTANCE
 VALUES WITH THE USE OF ICP ADHESIVES POLYSET RTA-1. THE
 PRODUCT APPROVAL FOR THE ENTEGRA ROOF TILE, FL7804-R10,
 DOES NOT LIST THE POLYSET RTA-1, THEREFORE IT CAN NOT
 BE USED FOR THIS APPLICATION. I WOULD SUGGEST THAT YOU
 SUBMIT EITHER THE MIAMI-DADE NOA OR THE FL PRODUCT
 APPROVALS FOR BOTH PRODUCTS AND NOT MIX THEM.
 INDICATE THE CEMENT ROOF TILE AND ATTACHMENT METHOD
 THAT WILL BE USED BY MARKING THE APPROPRIATE
 INFORMATION ON THE PLANS. FBC 107.2.1 IF AN ADHESIVE
 WILL BE USED, SUBMIT THE PRODUCT APPROVAL FOR IT. FBC
 107.3.4 IF A MORTAR OR ADHESIVE SET IS USED SUBMIT THE
 PRODUCT APPROVAL FOR THE UNDERLAYMENT TO SHOW THAT IT
 WILL MEET WINDLOADS. SEE INSTALLATION NOTE 6.2 ON PAGE
 5 OF THE TILE PRODUCT APPROVAL.
  
 24) NOT COMPLIED. SUBMIT TWO SETS OF SIGNED AND SEALED
 TRUSS DRAWINGS AND TRUSS LAYOUT PLANS THAT HAVE BEEN
 REVIEWED AND APPROVED BY THE DESIGNER OF RECORD FOR THE
 PROJECT. FBC-R802.10
  
 25) NOT COMPLIED. SUBMIT TWO SETS OF PRODUCT APPROVALS
 FOR THE BAHAMA SHUTTERS THAT ARE SHOWN ON THE ELEVATION
 PLANS. FBC 107.3.4
  
 26) COMPLIED.
  
 27) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT
 A RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW
 COMMENTS HAS BEEN ADDRESSED.
  
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2018-06-22 Cont ID  
Sent By rmcdouga Date 2018-06-22 Time 07:13 Rev Time 0.00
Received By rmcdouga Date 2018-06-19 Time 07:23 Sent To I
Notes
2018-06-21 18:57:07PLAN REVIEW COMMENTS FOR TORTUGA MASTER PLAN
 1ST REVIEW: FBC SIXTH EDITION (2017)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) UPDATE BUILDING CODE DATA AND APPLICABLE CODES ON
 THE PLANS TO THE 2017 FBC SIXTH EDITION. THE PLANS HAVE
 SEVERAL REFERENCES TO THE FBC FIFTH EDITION (2014). THE
 FBC SIXTH EDITION (2017) WENT INTO EFFECT ON JANUARY 1,
 2018. ALL NEW PERMITS APPLIED FOR ON OR AFTER THAT DATE
 ARE REQUIRED TO COMPLY WITH AND REFERENCE THE FBC SIXTH
 EDITION (2017). FS CHAPTER 553
  
 2) UPDATE THE BUILDING ELEVATION DATA ON SHEET
 A-0.0.01A TO REFLECT THE CURRENTLY ADOPTED FLOOD MAPS
 AND DATUM. AS OF OCTOBER 5TH, 2017 THE CITY HAS ADOPTED
 NEW FLOOD INSURANCE RATE MAPS WHICH USE NAVD 88 AS THE
 VERTICAL DATUM. THE CITY ALSO ADOPTED A 2' FREEBOARD
 WHICH REQUIRES THE FINISH FLOOR AND EQUIPMENT TO BE A
 MINIMUM OF TWO FEET ABOVE THE BFE.
  
 3) THE FIRE RESISTANCE RATING REQUIREMENTS ON SHEET
 A-0.0.01A IS MISLEADING WITHOUT THE REQUIRED MINIMUM
 FIRE SEPARATION BEING PROVIDED. SEE FBCR TABLE R302.1.
  
 4) FBC- R310.2.1 IS THE CODE SECTION FOR EMERGENCY
 ESCAPE AND RESCUE IN THE 2017 FBC SIXTH EDITION. THE
 CODE SECTION PROVIDED ON THE PLANS IS INCORRECT. FBC
 107.2.1
  
 5) THE NOTE UNDER EXTERIOR OPENINGS ON SHEET A-0.0.01A
 IS NOT WORDED CORRECTLY. FBC R311.3.2 STATES THAT THE
 LANDINGS AT EXTERIOR DOORS SHALL NOT BE MORE THAN 7-3/4
 INCHES BELOW THE TOP OF THE THRESHOLD.
  
 6) SUBMIT TWO SETS OF FORMS AND DOCUMENTS TO SHOW
 COMPLIANCE WITH FBC ENERGY CONSERVATION SECTION
 R103.1.1.2 CODE COMPLIANCE CERTIFICATION. THE
 BUILDING'S OWNER, THE OWNER'S ARCHITECT, OR OTHER
 AUTHORIZED AGENT LEGALLY DESIGNATED BY THE OWNER SHALL
 CERTIFY THAT THE BUILDING IS IN COMPLIANCE WITH THE
 CODE, AS PER SECTION 553.907, FLORIDA STATUTES, PRIOR
 TO RECEIVING THE PERMIT TO BEGIN CONSTRUCTION OR
 RENOVATION. R405.4.2 COMPLIANCE REPORT. COMPLIANCE
 SOFTWARE TOOLS SHALL GENERATE A REPORT THAT DOCUMENTS
 THAT THE PROPOSED DESIGN COMPLIES WITH SECTION R405.3.
 A COMPLIANCE REPORT ON THE PROPOSED DESIGN SHALL BE
 SUBMITTED WITH THE APPLICATION FOR THE BUILDING PERMIT.
 COMPLIANCE REPORTS SHALL INCLUDE INFORMATION IN
 ACCORDANCE WITH SECTIONS R405.4.2.1 AND R405.4.2.2.
 WHERE THE PROPOSED DESIGN OF A BUILDING COULD BE BUILT
 ON DIFFERENT SITES WHERE THE CARDINAL ORIENTATION OF
 THE BUILDING ON EACH SITE IS DIFFERENT, COMPLIANCE OF
 THE PROPOSED DESIGN FOR THE PURPOSES OF THE APPLICATION
 FOR THE BUILDING PERMIT SHALL BE BASED ON THE
 WORST-CASE ORIENTATION, WORST-CASE CONFIGURATION,
 WORST-CASE BUILDING AIR LEAKAGE AND WORST- CASE DUCT
 LEAKAGE. SUCH WORST-CASE PARAMETERS SHALL BE USED AS
 INPUTS TO THE COMPLIANCE SOFTWARE FOR ENERGY ANALYSIS.
  
 7) THE 2014 EDITION IS REFERENCED ON THE ATTIC
 VENTILATION ANALYSIS ON SHEET A-1.4.01A. PLEASE UPDATE
 TO THE 2017 FBC.
  
 8) PROVIDE TWO SETS OF SITE DRAINAGE PLANS FOR THE
 SPECIFIC LOTS WITH THE SUBMITTAL DOCUMENTS WHEN
 APPLYING FOR PERMITS UNDER THE MASTER. FBC 107.2.5 THE
 CONSTRUCTION DOCUMENTS SUBMITTED WITH THE APPLICATION
 FOR PERMIT SHALL BE ACCOMPANIED BY A SITE PLAN SHOWING
 TO SCALE THE SIZE AND LOCATION OF NEW CONSTRUCTION AND
 EXISTING STRUCTURES ON THE SITE, DISTANCES FROM LOT
 LINES, THE ESTABLISHED STREET GRADES AND THE PROPOSED
 FINISHED GRADES AND, AS APPLICABLE, FLOOD HAZARD AREAS,
 FLOODWAYS, AND DESIGN FLOOD ELEVATIONS; AND IT SHALL BE
 DRAWN IN ACCORDANCE WITH AN ACCURATE BOUNDARY LINE
 SURVEY. IN THE CASE OF DEMOLITION, THE SITE PLAN SHALL
 SHOW CONSTRUCTION TO BE DEMOLISHED AND THE LOCATION AND
 SIZE OF EXISTING STRUCTURES AND CONSTRUCTION THAT ARE
 TO REMAIN ON THE SITE OR PLOT. THE BUILDING OFFICIAL IS
 AUTHORIZED TO WAIVE OR MODIFY THE REQUIREMENT FOR A
 SITE PLAN WHEN THE APPLICATION FOR PERMIT IS FOR
 ALTERATION OR REPAIR OR WHEN OTHERWISE WARRANTED.
 FBC-R401.3 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED
 TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF
 COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE
 GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION
 WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152
 MM) WITHIN THE FIRST 10 FEET (3048 MM).
 EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER
 PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF FALL
 WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL BE
 CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE.
 IMPERVIOUS SURFACES WITHIN 10 FEET (3048 MM) OF THE
 BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2
 PERCENT AWAY FROM THE BUILDING.
  
 9) SHOW COMPLIANCE WITH FBC-R302.12 DRAFTSTOPPING. IN
 COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE
 BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A
 FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED
 SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED
 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING SHALL DIVIDE
 THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS.
 WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE
 ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL
 BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE
 FOLLOWING CIRCUMSTANCES:
 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING.
 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB
 OR PERFORATED MEMBERS.
  
 10) SHOW COMPLIANCE WITH FBC-R318.1 R318.1 TERMITE
 PROTECTION. TERMITE PROTECTION SHALL BE PROVIDED BY
 REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED
 PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO
 WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION
 LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW
 CONSTRUCTION. SEE SECTION 202, REGISTERED TERMITICIDE.
 UPON COMPLETION OF THE APPLICATION OF THE TERMITE
 PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL
 BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED
 PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING
 STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE
 TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
 TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS
 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE
 AND CONSUMER SERVICES.
  
 11) FOOTING TE IN THE SCHEDULE ON SHEET S-4.00A IS 1
 FOOT THICK AND ACCORDING TO SECTION 1/S-3.00A IS A
 MONOLITHIC SLAB. DRAWING 1/S-3.00A,B AND C SHOWS THE
 EXTERIOR GRADE LEVEL WITH THE FINISH FLOOR. IN ORDER TO
 BE A MINIMUM OF 12" BELOW GRADE AND 4" ABOVE GRADE, THE
 FOOTING IS REQUIRED TO BE A MINIMUM OF 16" THICK.
 FBC-R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE
 PLACED NOT LESS THAN 12 INCHES (305 MM) BELOW THE
 UNDISTURBED GROUND SURFACE. FBC-R404.1.6 HEIGHT ABOVE
 FINISHED GRADE. CONCRETE AND MASONRY FOUNDATION WALLS
 SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE
 FOUNDATION AT ALL POINTS A MINIMUM OF 4 INCHES (102 MM)
 WHERE MASONRY VENEER IS USED AND A MINIMUM OF 6 INCHES
 (152 MM) ELSEWHERE.
  
 12) PROVIDE ACCURATE AREA TABULATIONS FOR EACH FLOOR
 LISTING BOTH CONDITIONED AND UN-CONDITION SPACES ON THE
 FLOOR PLANS. FBC 107.2.1
  
 13) FBC 107.2.1.2 SINCE THE WINDOW AND DOOR PRESSURES
 ON THE PRODUCT APPROVALS ARE BASED ON VASD AND IN ORDER
 TO AVOID CONFUSION, PLEASE PROVIDE A COMPONENT AND
 CLADDING SCHEDULE WITH 132MPH EXPOSURE C NOMINAL VASD
 PRESSURES. FBC 301.2.1.3
  
 14) THE ROOF PLAN NOTES CALLS FOR 10D GALVANIZED COMMON
 NAILS. ON OTHER PLAN SHEETS 10D RING SHANK NAILS ARE
 SPECIFIED. CLARIFY FBC 107.2.1
  
 15) IT IS NOT CLEAR ON THE ROOF FRAMING PLAN
 S-2.01A,B,C WHICH ANCHORS ARE SPECIFIED FOR EACH OF THE
 TRUSSES. PLEASE REVIEW AND CLARIFY. FBC 107.2.1
  
 16) SUBMIT TWO SETS OF SPECIFICATIONS AND INSTALLATION
 INSTRUCTIONS FOR THE OUTDOOR RANGE AT THE OUTDOOR
 SUMMER KITCHEN. FBC 107.2.1
  
 17) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS
 FOR THOSE PRODUCTS WHICH ARE REGULATED BY FAC
 61G20-3.001 PER FLORIDA STATUTE 553.842 (5) THAT HAVE
 BEEN REVIEWED AND APPROVED IN WRITING BY THE DESIGNER
 OF RECORD. PROVIDE TWO COMPLETE PRODUCT APPROVALS WITH
 FL OR NOA NUMBERS INCLUDING INSTALLATION INSTRUCTIONS
 AND MAXIMUM DESIGN PRESSURES FOR EACH OF THE DIFFERENT
 ROOFING MATERIALS, WINDOW/GLASS TYPES, STRUCTURAL
 MULLIONS AND EXTERIOR DOOR TYPES.
  
 18) SUBMIT TWO SETS OF PRODUCT APPROVALS FOR THE
 OUTDOOR STONE VENEER FACING. FBC 107.3.4
  
 19) SUBMIT TWO SETS OF PRODUCT APPROVALS FOR THE OFF
 RIDGE ROOF VENTS (NOA 17-1031.03). FBC 107.3.4
  
 20) SUBMIT TWO SETS OF PRODUCT APPROVALS FOR THE 8"
 LINTELS. FBC 107.3.4
  
 21) THE PRODUCT APPROVAL NUMBERS LISTED ON THE PLANS
 FOR THE OVERHEAD GARAGE DOORS ARE FL NUMBERS NOT NOAS.
 PLEASE CORRECT.
  
 22) THE PRODUCT APPROVALS THAT WERE SUBMITTED FOR THE
 ENTRY DOOR HAVE A DIFFERENT NUMBER THAN THE ONE
 SPECIFIED ON THE PLANS. FL17-1031.03 IS LISTED ON THE
 PLANS. THIS IS A NOA NUMBER NOT AN FL. THE PRODUCT
 APPROVAL SUBMITTED IS FL15037.3. PLEASE COORDINATE. FBC
 107.2.1
  
 23) INDICATE THE CEMENT ROOF TILE AND ATTACHMENT METHOD
 THAT WILL BE USED BY MARKING THE APPROPRIATE
 INFORMATION ON THE PLANS. FBC 107.2.1 IF AN ADHESIVE
 WILL BE USED, SUBMIT THE PRODUCT APPROVAL FOR IT. FBC
 107.3.4 IF A MORTAR OR ADHESIVE SET IS USED SUBMIT THE
 PRODUCT APPROVAL FOR THE UNDERLAYMENT TO SHOW THAT IT
 WILL MEET WINDLOADS. SEE INSTALLATION NOTE 6.2 ON PAGE
 5 OF THE TILE PRODUCT APPROVAL.
  
 24) SUBMIT TWO SETS OF SIGNED AND SEALED TRUSS DRAWINGS
 AND TRUSS LAYOUT PLANS THAT HAVE BEEN REVIEWED AND
 APPROVED BY THE DESIGNER OF RECORD FOR THE PROJECT.
 FBC-R802.10
  
 25) SUBMIT TWO SETS OF PRODUCT APPROVALS FOR THE BAHAMA
 SHUTTERS THAT ARE SHOWN ON THE ELEVATION PLANS. FBC
 107.3.4
  
 26) REMOVE THE ADDRESS OF 3049 GINBERRY FROM PROJECT
 NAME IN THE TITLE BLOCK OF THE PLANS. FBC 107.2.1
  
 27) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT
 A RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW
 COMMENTS HAS BEEN ADDRESSED.
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2018-08-31 Cont ID  
Sent By jpearson Date 2018-08-31 Time 13:29 Rev Time 0.00
Received By jpearson Date 2018-08-31 Time 13:29 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2018-06-11 Cont ID  
Sent By jpearson Date 2018-06-11 Time 14:03 Rev Time 0.00
Received By jpearson Date 2018-06-11 Time 14:03 Sent To  
Notes
2018-06-11 14:03:45CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE 2017 6TH ED.
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 NEC = NFPA 70 2014 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. PROVIDE GFCI PROTECTION FOR DISHWASHER. NEC
 210.8(D); FBC RE E3902.10
 2. GFCI RECEPTACLES IN GARAGE ARE SHOWING AS OPTIONAL.
 A MINIMUM OF ONE RECEPTACLE OUTLET PER CAR SPACE IS
 REQUIRED. PROVIDE CORRECTION. NEC 210.52 (G)(1); FBC RE
 E3901.9
 3. CIRCUIT D2-47 FOR CENTRAL VAC IS SHOWN WITH A
 STANDARD RECEPTACLE. GFCI PROTECTION IS REQUIRED FOR
 ALL OUTLETS IN GARAGE. PROVIDE CORRECTION. NEC 210.8;
 FBC RE E3902.2
 4. CIRCUIT D2-19, AND 30 ARE SHOWN AS 15 AMP CIRCUIT
 FOR BATHROOM RECEPTACLE. A MINIMUM OF ONE 20 AMPERE
 BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOM
 RECEPTACLE OUTLET(S). SUCH CIRCUITS SHALL HAVE NO OTHER
 OUTLETS. PROVIDE CORRECTION. NEC 210.11(C)(3) , FBC RE
 E3703.4
  
 END OF COMMENTS.
  
 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-LOWVOLT ELECTRICAL LOW VOLTAGE
Rev No 1 Status P Date 2020-04-30 Cont ID  
Sent By cthroop Date 2020-04-30 Time 12:27 Rev Time 0.00
Received By cthroop Date 2020-04-30 Time 12:27 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2018-11-13 Cont ID  
Sent By lmarchan Date 2018-11-13 Time 08:38 Rev Time 0.00
Received By lmarchan Date 2018-10-29 Time 09:50 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2018-10-23 Cont ID  
Sent By lmarchan Date 2018-10-23 Time 14:11 Rev Time 0.00
Received By lmarchan Date 2018-10-19 Time 14:39 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2018-10-17 Cont ID  
Sent By rmcdouga Date 2018-10-17 Time 19:04 Rev Time 0.00
Received By rmcdouga Date 2018-10-09 Time 11:07 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2018-10-01 Cont ID  
Sent By hmoser Date 2018-10-01 Time 09:34 Rev Time 0.00
Received By hmoser Date 2018-08-16 Time 13:12 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2018-06-22 Cont ID  
Sent By rmcdouga Date 2018-06-22 Time 07:14 Rev Time 0.00
Received By rmcdouga Date 2018-05-17 Time 13:50 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2018-10-01 Cont ID  
Sent By hmoser Date 2018-10-01 Time 09:34 Rev Time 0.00
Received By hmoser Date 2018-10-01 Time 08:34 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2018-06-04 Cont ID  
Sent By hmoser Date 2018-06-04 Time 08:28 Rev Time 0.00
Received By hmoser Date 2018-06-04 Time 08:18 Sent To  
Notes
2018-06-04 08:28:09PLAN DENIED
 1) REFER TO SECTION M1401.3 EQUIPMENT AND APPLIANCE
 SIZING
 ENERGY CALCULATIONS REQUIRED
 2) REFER TO SECTION M1503.4 MAKE UP AIR REQUIRED
 PROVIDE MANUFACTURERS SPECIFICATIONS ON KITCHEN
 EXHAUST HOOD
  
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676
Review Stop P PLUMBING
Rev No 4 Status P Date 2018-11-06 Cont ID  
Sent By gjohnson Date 2018-11-06 Time 10:54 Rev Time 0.00
Received By gjohnson Date 2018-11-06 Time 10:54 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2018-10-09 Cont ID  
Sent By gjohnson Date 2018-10-09 Time 14:01 Rev Time 0.00
Received By gjohnson Date 2018-10-09 Time 14:01 Sent To  
Notes
2018-10-09 14:02:433RD REVIEW:
 2017 FLORIDA BUILDING CODE 6TH EDITION
 2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH
 EDITION
  
 PREVIOUS COMMENTS NOT COMPLIED: 2ND REQUEST
  
  
 2. SHT. P.4.0.00 DETAIL #1 THE DISCHARGE PIPING FOR THE
 T+P VALVE SHALL DISCHARGE THROUGH AN AIR GAP LOCATED IN
 THE SAME ROOM AS THE WATER HEATER. AND OR DISCHARGE TO
 THE FLOOR OR TO THE PAN COMPLY WITH FBC RES P2804.6.1
  
 3. PLEASE PROVIDE A SANITARY ISOMETRIC DRAWING. PER WPB
 AMEND TO FBC 107.3.5.1.3(13)
  
  
 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 P PLUMBING
Rev No 2 Status F Date 2018-09-12 Cont ID  
Sent By gjohnson Date 2018-09-12 Time 13:53 Rev Time 0.00
Received By gjohnson Date 2018-09-11 Time 17:28 Sent To  
Notes
2018-09-12 15:30:262ND REVIEW:
 2017 FLORIDA BUILDING CODE 6TH EDITION
 2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH
 EDITION
  
 PREVIOUS COMMENTS NOT COMPLIED:
 1) SHT. A.4.2.02 - THE SHOWER PAN LINER SHALL BE
 PITCHED 1/4 OF AN INCH PER FOOT TO THE DRAIN (2% SLOPE)
 PER 2017 FBCR- SEC. P2709.1.AND FBC PL 417.5.2
  
 7) A BACKFLOW PREVENTION DEVICE WILL BE REQUIRED ON THE
 WATER SERVICE TO THE STRUCTURE. CIVIL PLAN NOT INCLUDED
 IN SUBMITTAL. SEPARATE PERMIT REQUIRED PLACE NOTE ON
 PLAN. PER WPB UTILITIES DEPT.
  
 9) THE CODE IN EFFECT FOR THESE BUILDINGS IS THE 2017
 EDITION OF THE FBC, NOT THE 2014 AS NOTED ON THE PLANS.
 SHT P.0.0.00 UNDER PLUMBING SPECS # 1.9, 2.3 SHT.
 A.0.0.01 STILL LIST 2014 CODE
  
 NEW COMMENTS:
  
 1. IT APPEARS THAT NEW SHEETS WERE UPLOADED TO COMPLY
 WITH REVIEW COMMENTS BUT THE OLD SHEETS WERE NOT
 DELETED SO THERE ARE DUPLICATES OF THESE SHEETS
 P.0.0.00, P1.3.00, P.1.4.00, P.3.0.00, P.4.0.00 PLEASE
 CLARIFY. PER WPB AMEND TO FBC 107.2.1
  
 2. SHT. P.4.0.00 DETAIL #1 THE DISCHARGE PIPING FOR THE
 T+P VALVE SHALL DISCHARGE THROUGH AN AIR GAP LOCATED IN
 THE SAME ROOM AS THE WATER HEATER. AND OR DISCHARGE TO
 THE FLOOR OR TO THE PAN COMPLY WITH FBC RES P2804.6.1
  
 3. PLEASE PROVIDE A SANITARY ISOMETRIC DRAWING. PER WPB
 AMEND TO FBC 107.3.5.1.3(13)
  
  
 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 P PLUMBING
Rev No 1 Status F Date 2018-06-05 Cont ID  
Sent By tklarge Date 2018-06-05 Time 13:31 Rev Time 0.00
Received By tklarge Date 2018-06-05 Time 13:19 Sent To  
Notes
2018-06-05 13:22:281) SHT. A.4.2.02 - THE SHOWER SHALL BE PITCHED 1/4 OF
 AN INCH PER FOOT TO THE DRAIN (2% SLOPE) PER 2017 FBCR-
 SEC. P2709.1.
 2) SHT. A-1.3.0.2 - THE FIXTURE CLEARANCES IN THE
 BATHROOMS SHALL COMPLY WITH 2017 FBCR SEC. P2705.
 3) SHT. L.2 - SPRINKLER HEADS SHALL BE LOCATED A
 MINIMUM OF ONE FOOT FROM THE STRUCTURE SIDEWALL PER
 2017 FBCR SEC. R318.5.
 4) SHT. P.1.3.00 A- SANITARY KEYED NOTES - NOTE #2 -
 THE T & P DISCHARGE SHALL COMPLY WITH 2017 FBCR SEC.
 P2804.6.1.
 5) SHT. P.1.3.00A - KEYED NOTES #4, #5 & #6 DO NOT
 CORRELATE WITH THE LOCATION ON THE FLOOR PLAN.
 6) P1.4.00A - GENERAL DOMESTIC WATER NOTE #1 REFERS TO
 SEC. 103.3 (2). THERE IS NO SUCH SECTION IN THE
 PLUMBING CODE. CLARIFY.
 7) A BACKFLOW PREVENTION DEVICE WILL BE REQUIRED ON THE
 WATER SERVICE TO THE STRUCTURE.
 8) P.4.0.00A - DETAIL #1 - SHOW THE SIZE OF THE
 EXPANSION TANK ON THE DETAIL. WPB AMEND. TO FBC SEC.
 107.2.1.
 9) THE CODE IN EFFECT FOR THESE BUILDINGS IS THE 2017
 EDITION OF THE FBC, NOT THE 2014 AS NOTED ON THE PLANS.
 10) THE MINIMUM EF RATING FOR THE WATER HEATER SHALL BE
 .95 PER THE 2017 FBC-ENERGY SEC. R403.5.6.2. SUBMIT
 ENERGY CALCULATIONS SHOWING COMPLIANCE.
 11) THE EXPANSION TANK IS NOT SHOWN ON THE WATER RISER.
 12) IF THE GAS GRILL IS INSTALLED AT THE SUMMER
 KITCHEN, THEN A HOOD WILL BE REQUIRED OVER THE GRILL.
  
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
  
  
Review Stop P-IRRIGATE IRRIGATION REVIEW
Rev No 1 Status P Date 2018-09-12 Cont ID  
Sent By gjohnson Date 2018-09-12 Time 11:50 Rev Time 0.00
Received By gjohnson Date 2018-09-12 Time 11:50 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2018-10-18 Cont ID  
Sent By rmcdouga Date 2018-10-18 Time 06:54 Rev Time 0.00
Received By rmcdouga Date 2018-10-18 Time 06:54 Sent To  
Notes
2018-10-18 07:00:18ENTEGRA CONCRETE ROOF TILE FL 7804-R10, MECHANICALLY
 FASTENED.
 GULFLOK METAL ROOF FL 11651.9
 ICP ADHESIVES POLYSET RTA-1 NOA NO. 16-0315.03 FOR HIP
 AND RIDGE TILE.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2018-08-23 Cont ID  
Sent By rmcdouga Date 2018-08-23 Time 17:21 Rev Time 0.00
Received By rmcdouga Date 2018-08-23 Time 17:21 Sent To  
Notes
2018-08-23 17:53:07ROOFING SUBMITALS FOR THE CEMENT TILE ROOFING ASSEMBLY
 IS DENIED.
 1) THE PRODUCT APPROVAL FOR THE ICP POLYSET RTA ROOF
 TILE ADHESIVE, NOA NO. 16-0315.03, STATES THAT IT CAN
 BE USED WITH ANY ROOF TILE ASSEMBLY HAVING A CURRENT
 NOA THAT LISTS ATTACHMENT RESISTANCE VALUES WITH THE
 USE OF ICP ADHESIVES POLYSET RTA-1. THE PRODUCT
 APPROVAL FOR THE ENTEGRA ROOF TILE, FL7804-R10, DOES
 NOT LIST THE POLYSET RTA-1, THEREFORE IT CAN NOT BE
 USED FOR THIS APPLICATION. I WOULD SUGGEST THAT YOU
 SUBMIT EITHER THE MIAMI-DADE NOA OR THE FL PRODUCT
 APPROVALS FOR BOTH PRODUCTS AND NOT MIX THEM.
  
 2) THE PRODUCT APPROVAL FOR THE GULFLOK METAL ROOFING,
 FL#11651.9 R3 IS COMPLIANT.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2018-06-21 Cont ID  
Sent By rmcdouga Date 2018-06-21 Time 18:41 Rev Time 0.00
Received By rmcdouga Date 2018-06-21 Time 18:41 Sent To  
Notes
2018-06-21 18:42:481) INDICATE THE CEMENT ROOF TILE AND ATTACHMENT METHOD
 THAT WILL BE USED BY MARKING THE APPROPRIATE
 INFORMATION ON THE PLANS. FBC 107.2.1 IF AN ADHESIVE
 WILL BE USED, SUBMIT THE PRODUCT APPROVAL FOR IT. FBC
 107.3.4 IF A MORTAR OR ADHESIVE SET IS USED SUBMIT THE
 PRODUCT APPROVAL FOR THE UNDERLAYMENT TO SHOW THAT IT
 WILL MEET WINDLOADS. SEE INSTALLATION NOTE 6.2 ON PAGE
 5 OF THE TILE PRODUCT APPROVAL.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2018-11-07 Cont ID  
Sent By cthroop Date 2018-11-07 Time 13:30 Rev Time 0.00
Received By cthroop Date 2018-11-07 Time 07:01 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status F Date 2018-10-18 Cont ID  
Sent By rmcdouga Date 2018-10-18 Time 07:01 Rev Time 0.00
Received By rmcdouga Date 2018-10-18 Time 07:01 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2018-08-23 Cont ID  
Sent By rmcdouga Date 2018-08-23 Time 17:21 Rev Time 0.00
Received By rmcdouga Date 2018-08-23 Time 17:21 Sent To  
Notes
2018-08-23 17:21:15SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. DIGITAL SIGNATURES/SEALS ARE IN ACCORDANCE WITH FS
 471, FS 481 AS NOTED. NEW SHEETS SUBMITTED IN THE NEXT
 REVIEW CYCLE REQUIRE REVIEW.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2018-06-22 Cont ID  
Sent By rmcdouga Date 2018-06-22 Time 07:13 Rev Time 0.00
Received By rmcdouga Date 2018-06-22 Time 07:13 Sent To  
Notes
2018-06-22 07:19:08SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. DIGITAL SIGNATURES/SEALS ARE IN ACCORDANCE WITH FS
 471, FS 481 AS NOTED. NEW SHEETS SUBMITTED IN THE NEXT
 REVIEW CYCLE REQUIRE REVIEW.
Review Stop Z ZONING
Rev No 2 Status P Date 2018-11-13 Cont ID  
Sent By jroach Date 2018-11-13 Time 08:33 Rev Time 0.00
Received By jroach Date 2018-11-13 Time 08:33 Sent To  
Notes
2018-11-13 08:33:44ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 11.13.2018
 ___________________________________________
  
 REVIEW STATUS: PASSED WITH PROVISOS
 ___________________________________________
  
 THIS REVIEW HAS BEEN PASSED SUBJECT TO THE FOLLOWING
 PROVISOS:
  
 1. THIS REVIEW IS FOR THE MASTER PERMIT ONLY! EACH
 RESIDENTIAL LOT SHALL BE INDIVIDUALLY PERMITTED. PERMIT
 APPLICATIONS SHALL BE ACCOMPANIED WITH LOT-SPECIFIC
 SITE PLANS AND LANDSCAPE PLANS INDICATING COMPLIANCE
 WITH THE BANYAN CAY DESIGN GUIDELINES & DEVELOPMENT
 REGULATIONS, AND ARTICLE XIV OF THE CITY?S ZONING AND
 LAND DEVELOPMENT REGULATIONS, INCLUDING THE QUANTITY OF
 LANDSCAPE MATERIAL REQUIRED.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 F: 561.822.1460
  
 E: [email protected]
  
 W: WPB.ORG
  
Review Stop Z ZONING
Rev No 1 Status P Date 2018-05-31 Cont ID  
Sent By JR Date 2018-05-31 Time 15:43 Rev Time 0.00
Received By jroach Date 2018-05-31 Time 15:43 Sent To  
Notes
2018-05-31 15:43:47ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 05.31.2018
 ___________________________________________
  
 REVIEW STATUS: PASSED WITH PROVISOS
 ___________________________________________
  
 THIS REVIEW HAS BEEN PASSED SUBJECT TO THE FOLLOWING
 PROVISOS:
  
 1. THIS REVIEW IS FOR THE MASTER PERMIT ONLY! EACH
 RESIDENTIAL LOT SHALL BE INDIVIDUALLY PERMITTED. PERMIT
 APPLICATIONS SHALL BE ACCOMPANIED WITH LOT-SPECIFIC
 SITE PLANS AND LANDSCAPE PLANS INDICATING COMPLIANCE
 WITH THE BANYAN CAY DESIGN GUIDELINES & DEVELOPMENT
 REGULATIONS, AND ARTICLE XIV OF THE CITY?S ZONING AND
 LAND DEVELOPMENT REGULATIONS, INCLUDING THE QUANTITY OF
 LANDSCAPE MATERIAL REQUIRED.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 F: 561.822.1460
  
 E: [email protected]
  
 W: WPB.ORG
  


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