Plan Review Details - Permit 09090440
Plan Review Stops For Permit 09090440
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2010-01-14 Cont ID  
Sent By jwitmer Date 2010-01-14 Time 11:47 Rev Time 4.50
Received By jwitmer Date 2010-01-14 Time 10:24 Sent To  
Notes
2010-01-14 10:28:30BUILDING PLAN REVIEW
 PERMIT: 09090440
 ADD: 836 BELVEDERE RD
 CONT: CORPORATE PROPERTY SERVICES, INC.
 TEL: (954)426-5144
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 BUILDING REVIEW-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).
  
 1) 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).
 CONTRACTORS OPTION: TO SUBMIT PRODUCT APPROVALS A THIS
 TIME OR BEFORE INSULATION OF PRODUCT BEFORE THE FRAMING
 INSPECTION, LIST OF PRODUCT APPROVALS REQUIRED BY RULE
 9B-72:
 A) WINDOWS- STOREFRONT AND OPERABLE
 B) MULLIONS HORIZONTAL OR VERTICAL
 C) EXTERIOR DOORS GLAZED
 D) EXTERIOR DOORS METAL
 E) WALL LOUVERS
 F) EFIS WALL SYSTEMS
 G) ROOFING ASSEMBLIES
 H) PRE-ENGINEERED A/C STANDS
 I) STORM PANELS OR SHUTTERS IF WINDOWS ARE NOT TESTED
 TO LARGE MISSILE IMPACT RESISTANCE
  
 106.3.3 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE
 REGULATED BY THE DCA RULE 9B-72 SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 2) SHEET A4.0 & A4.1 THE WINDOW AND DOOR PRESSURES ALSO
 APPEAR TO BE LOW IN POSITIVE AND NEGATIVE FOR ZONE 4,
 INTERIOR ZONES AND FOR ZONE 5 END ZONES. PLEASE REVIEW
 1609.1.1 IT REFERENCES ASCE 7-05 FOR PRESSURES AND END
 ZONE LOCATIONS.
  
 8)WIND REPORT AND RATIONAL ANALYSIS REQUIRES TWO
 ORIGINAL SIGNED & SEALED SETS BE SUBMITTED FOR BUILDING
 PLAN REVIEW TO DEMONSTRATE COMPLIANCE WITH FBC-M
 301.12.. PLANS, SPECIFICATIONS, REPORTS OR OTHER
 DOCUMENTS PREPARED BY THE DESIGN PROFESSIONAL AND BEING
 FILED FOR PUBLIC RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED TO THE
 DOCUMENT. FL ADMIN CODE 61G15-23.002 ENGINEERS
 ROOF TOP MECHANICAL EQUIPMENT: 301.13 FBC MECHANICAL.
 WIND RESISTANCE. MECHANICAL EQUIPMENT, APPLIANCES AND
 SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND
 INSTALLED TO RESIST WIND PRESSURES ON THE EQUIPMENT AND
 THE SUPPORTS AS DETERMINED IN ACCORDANCE WITH THE
 FLORIDA BUILDING CODE, BUILDING. NOTE THIS DOES NOT
 ONLY MEAN THE ATTACHMENT OF THE UNIT TO THE BASE
 SUPPORT BUT THE EXTERIOR CABINET OF THE UNIT ITSELF.
 ENGINEERING LETTERS WILL SUFFICE.
  
 3) 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).
 PLEASE NOTE THE ROOFING PERMIT WILL BE A SEPARATE
 PERMIT AND WILL NEED TO INCLUDE THE PRODUCT APPROVAL,
 INDICATE WHICH SUB-SYSTEM TO BE INSTALLED ON THIS
 PROJECT. IF A MIAMI-DADE NOA IS SUBMITTED IT MAY HAVE
 VARIOUS OPTIONS FOR FASTENING OF THE ROOFING PRODUCT
 AND INSULATION WITHIN EACH SUB-SYSTEM.
 EACH OPTION WILL HAVE IT OWN DESIGN PRESSURES. THE
 PRODUCT APPROVAL WILL ALSO STATE IF EACH SYSTEM CAN
 HAVE ENHANCED FASTENING (LIMITATION 7) OR LIMITATION 9
 WHICH DOES NOT ALLOW FOR ENHANCED FASTENING.
  
 4) 2ND REQUEST, 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).
 THE ISSUE YOU WILL NEED TO ADDRESS IS ROOF INSULATION,
 A MINIMUM R-VALUE OF R-29.5 NEW R-VALUE, NEW ENERGY
 CALCS WILL NEED TO BE OBTAINED ( ENERGY CALCULATION) .
 UNDER THE ROOFING PERMIT PLEASE PROVIDE A ROOF
 INSULATION PLAN.
  
 5) SHEET S3.0 ROOF PLAN ONLY INDICATES PRESSURES FOR
 THE INTERIOR ZONES (ZONE 1) AND CORNER ZONES (ZONE 2)
 BUT NO ZONE 3 PRESSURES FOR THE CORNER ZONES.
 ITS TRUE THE BACK OF THE BUILDING DOES HAVE A 4'-0''
 PARAPET ELIMINATING THESE ZONES BUT THE
 FRONT OF THE BUILDING DOES NOT HAVE A 3'-0'' PARAPET
 WHICH WOULD ELIMINATE ZONE 3 PRESSURES WILL BE AS HIGH
 AS -89 FOR AN "B" EXPOSURE.
  
 6) SHEET A5.1 DETAIL F & A5.2 DETAIL J & I ARE ALL WALL
 SECTION AT THE TOWER , IN ALL CASES THERE IS AN
 EXPANSION JOINT/ COLD JOINT WHICH ALLOWS WATER TO SEEP
 INTO THE FRAMED WALL, ALLOWING THE WOOD TO ROT. THE
 OTHER ISSUE AS STATED EARLIER THE REQUIREMENT UNDER
 2603.8.1 TO ALLOW FOR A VISUAL INSPECTION FOR TERMITES,
 WE NORMALLY SEE THIS AREA POURED IN CONCRETE 8 INCHES
 HIGHER THAN THE SLAB SO THERE IS NO COLD JOINT AND THE
 STUCCO FINISH IS APPLIED DIRECTLY TO THE CONCRETE AS IF
 A MASONRY WALL. PLANS STILL INDICATE 8??? BLOCK WITH
 THE NEW POURED WALL SECTION, THERE IS STILL A VERTICAL
 COLD JOINT. THE OTHER ISSUE IS STEM WALL STARTS WITH A
 12 INCH WIDE BLOCK THEN STEPS BACK TO 8 INCH WHICH ALSO
 ALLOWS THE TERMITES TO CREATE TUNNELS UP THE BLOCK WORK
 AND GAIN ENTRY INTO THE BUILDING.
 2304.11.2.4 SLEEPERS AND SILLS. SLEEPERS AND SILLS ON A
 CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH
 EARTH SHALL BE OF NATURALLY DURABLE OR
 PRESERVATIVE-TREATED WOOD.
  
 2304.11.2.6 WOOD SIDING. CLEARANCE BETWEEN WOOD SIDING
 AND EARTH ON THE EXTERIOR OF A BUILDING SHALL NOT BE
 LESS THAN 6 INCHES (152 MM) EXCEPT WHERE SIDING,
 SHEATHING AND WALL FRAMING ARE OF NATURALLY DURABLE OR
 PRESERVATIVE-TREATED WOOD.
  
 STARTING AUGUST 21, 2009, THE CONSTRUCTION SERVICES
 DEPARTMENT WILL BE CLOSED ON FRIDAYS UNTIL FURTHER
 NOTICE.
  
 OPENING HOURS MONDAY - THURSDAY WILL REMAIN AT 8:00 AM
 - 5:00 PM.
  
 JIM WITMER C. B. O.
 COMMERCIAL COMBINATION PLAN REVIEW
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
 SURVEY:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2009-12-15 Cont ID  
Sent By jwitmer Date 2009-12-15 Time 18:34 Rev Time 2.75
Received By jwitmer Date 2009-12-15 Time 18:34 Sent To  
Notes
2009-12-15 18:35:25BUILDING PLAN REVIEW
 PERMIT: 09090440
 ADD: 836 BELVEDERE RD
 CONT: CORPORATE PROPERTY SERVICES, INC.
 TEL: (954)426-5144
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 2ND REVIEW
 ACTION: DENIED
 DEC. 15/ 2009
  
 1)2ND REQUEST, TWO COPIES OF SOILS REPORTS WERE
 SUBMITTED, NOT ORIGINAL SIGNED AND SEALED REPORTS.
 PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS
 PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR
 PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE
 DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT.
 FL ADMIN CODE 61G15-23.002 ENGINEERS
  
 PLEASE PROVIDE THE GEOTECHNICAL REPORT COMPLETED BY P.
 S. I. INC. 1802.2.1 QUESTIONABLE SOIL. WHERE THE
 SAFE-SUSTAINING POWER OF THE SOIL IS IN DOUBT, OR WHERE
 A LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED IN THIS
 CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL REQUIRE
 THAT THE NECESSARY INVESTIGATION BE MADE. SUCH
 INVESTIGATION SHALL COMPLY WITH THE PROVISIONS OF
 SECTIONS 1802.4 THROUGH 1802.6 .
  
 2) 2ND REQUEST, THE TITLE SHEET T1.0 INDICATES IN THE
 INDEX THERE SHOULD BE A S2.0 FRAMING SHEET WHICH IS
 MISSING FROM BOTH SETS OF PLANS. SHEET S1.0 NOTE# 8
 INDICATES THAT SHEET S2.0 HAS THE MASONRY PIER
 SCHEDULE, CAN'T BE REVIEWED AT THIS TIME, THERE MAY BE
 ADDITIONAL COMMENTS ONCE REVIEWED. S-2 IS NOT DELETED
 FROM THE T1.0 TITLE SHEET.
  
 3) 2ND REQUEST, SHEET S1.0 HAS TWO WALL SECTION DETAIL
 7 SHEET S4.0 AND DETAIL#18 & 20 SHEET S4.2 AS WELL AS
 SHEET A5.0 WALL SECTION B ALL INDICATE STEM WALL
 CONSTRUCTION A CONSTRUCTION JOINT AND A SECONDARY POUR
 PLEASE REVIEW SECTION :
 NEW CODE SECTION: 2603.8.2 CLEARANCE BETWEEN EARTH AND
 FOAM PLASTICS APPLIED TO THE EXTERIOR WALL SHALL BE NOT
 LESS THAN 6 INCHES. THE INTENT OF THIS SECTION IS THAT
 THE INSULATION NOT INTERFERE WITH MAKING A VISIBLE
 INSPECTION OF THE EXTERIOR WALL AT GRADE FOR SIGNS OF
 TERMITES OR THAT THE FOAM PLASTIC PROVIDE A MEDIUM FOR
 THE TERMITES TO TUNNEL THROUGH OR NEST IN.
 EFIS COVERINGS. 2603.8.1 FOAM-PLASTIC INSULATION
 INCLUDING, BUT NOT LIMITED TO, EXTRUDED OR EXPANDED
 POLYSTYRENE OR POLYISOCYANURATE SHALL NOT BE INSTALLED
 BELOW GRADE ON FOUNDATION WALLS OR BELOW GRADE ON THE
 EXTERIOR OF SLAB FOUNDATIONS.
  
 4-5) COMPLIED.
  
 6) 2ND REQUEST, SHEET A-1.0 LOWER LEFT HAND CORNER OF
 THE SHEET SEE EXTERIOR WALL DETAIL, VERSES THE ENERGY
 CALCS, THE PLANS CALL FOR ALL FILLED CELL /W FOAM
 VERSES THE ENERGY CALCS WHICH INDICATE 3/4INCH ISO
 INSULATION BETWEEN FURRING STRIPS, DISCREPANCY 106.1.1.
  
 7) BUILDING PROVISO: 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).
 CONTRACTORS OPTION: TO SUBMIT PRODUCT APPROVALS A THIS
 TIME OR BEFORE INSULATION OF PRODUCT BEFORE THE FRAMING
 INSPECTION, LIST OF PRODUCT APPROVALS REQUIRED BY RULE
 9B-72:
 A) WINDOWS- STOREFRONT AND OPERABLE
 B) MULLIONS HORIZONTAL OR VERTICAL
 C) EXTERIOR DOORS GLAZED
 D) EXTERIOR DOORS METAL
 E) WALL LOUVERS
 F) EFIS WALL SYSTEMS
 G) ROOFING ASSEMBLIES
 H) PRE-ENGINEERED A/C STANDS
 I) STORM PANELS OR SHUTTERS IF WINDOWS ARE NOT TESTED
 TO LARGE MISSILE IMPACT RESISTANCE
  
 106.3.3 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE
 REGULATED BY THE DCA RULE 9B-72 SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 7A) NEW COMMENT! SHEET A4.0 & A4.1 THE WINDOW AND DOOR
 PRESSURES ALSO APPEAR TO BE LOW IN POSITIVE AND
 NEGATIVE FOR ZONE 4, INTERIOR ZONES AND FOR ZONE 5 END
 ZONES. PLEASE ALSO IDENTIFY THE LOCATION OF THE END
 ZONES ON THE ELEVATIONS, SEE 1609.1.1 IT REFERENCES
 ASCE 7-05 FOR PRESSURES AND END ZONE LOCATIONS.
  
 8) 2ND REQUEST, SEMI-COMPLIED. PLANS, SPECIFICATIONS,
 REPORTS OR OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC RECORD SHALL
 HAVE THE SIGNATURE AND SEAL OF THE DESIGN PROFESSIONAL
 AFFIXED TO THE DOCUMENT.
 FL ADMIN CODE 61G15-23.002 ENGINEERS
 ROOF TOP MECHANICAL EQUIPMENT: 301.13 FBC MECHANICAL.
 WIND RESISTANCE. MECHANICAL EQUIPMENT, APPLIANCES AND
 SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND
 INSTALLED TO RESIST WIND PRESSURES ON THE EQUIPMENT AND
 THE SUPPORTS AS DETERMINED IN ACCORDANCE WITH THE
 FLORIDA BUILDING CODE, BUILDING. NOTE THIS DOES NOT
 ONLY MEAN THE ATTACHMENT OF THE UNIT TO THE BASE
 SUPPORT BUT THE EXTERIOR CABINET OF THE UNIT ITSELF.
 ENGINEERING LETTERS WILL SUFFICE.
  
 9A) 2ND REQUEST: 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).
 PLEASE NOTE THE ROOFING PERMIT WILL BE A SEPARATE
 PERMIT AND WILL NEED TO INCLUDE THE PRODUCT APPROVAL,
 INDICATE WHICH SUB-SYSTEM TO BE INSTALLED ON THIS
 PROJECT. IF A MIAMI-DADE NOA IS SUBMITTED IT MAY HAVE
 VARIOUS OPTIONS FOR FASTENING OF THE ROOFING PRODUCT
 AND INSULATION WITHIN EACH SUB-SYSTEM.
 EACH OPTION WILL HAVE IT OWN DESIGN PRESSURES. THE
 PRODUCT APPROVAL WILL ALSO STATE IF EACH SYSTEM CAN
 HAVE ENHANCED FASTENING (LIMITATION 7) OR LIMITATION 9
 WHICH DOES NOT ALLOW FOR ENHANCED FASTENING.
  
 9B) 2ND REQUEST, 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).
 THE OTHER ISSUE YOU WILL NEED TO ADDRESS IS ROOF
 INSULATION, A MINIMUM R-VALUE OF R-29.5( NEW R-VALUE,
 NEW ENERGY CALCS) WILL NEED TO BE OBTAINED ( ENERGY
 CALCULATION) . UNDER THE ROOFING PERMIT PLEASE PROVIDE
 A ROOF INSULATION PLAN.
  
 9C) NEW COMMENT! PLEASE REVIEW SHEET S3.0 ROOF PLAN THE
 PRESSURES INDICATED FOR THE ROOF ARE AS INDICATED FOR
 BAR JOIST OR THE TRIBUTARY AREA FOR EACH JOIST. THIS IS
 NOT A TRUE REFLECTION OF THE NEGATIVE PRESSURES THAT
 WILL BE FOUND ON THE ROOF ASSEMBLY FASTENERS BE AWARE
 THE PRESSURES WILL BE GREATLY HIGHER!!!
  
 9D) NEW COMMENT! SHEET S3.0 ROOF PLAN ONLY INDICATES
 PRESSURES FOR THE INTERIOR ZONES (ZONE 1) AND CORNER
 ZONES (ZONE 2) BUT NO ZONE 3 PRESSURES FOR THE CORNER
 ZONES.
 ITS TRUE THE BACK OF THE BUILDING DOES HAVE A 4'-0''
 PARAPET ELIMINATING THESE ZONES BUT THE
 FRONT OF THE BUILDING DOES NOT HAVE A 3'-0'' PARAPET
 WHICH WOULD ELIMINATE ZONE 3 PRESSURES WILL BE AS HIGH
 AS -89 FOR AN "B" EXPOSURE.
  
 10-13) COMPLIED.
  
 14) SHEET A5.1 DETAIL F & A5.2 DETAIL J & I ARE ALL
 WALL SECTION AT THE TOWER , IN ALL CASES THERE IS AN
 EXPANSION JOINT/ COLD JOINT WHICH ALLOWS WATER TO SEEP
 INTO THE FRAMED WALL, ALLOWING THE WOOD TO ROT. THE
 OTHER ISSUE AS STATED EARLIER THE REQUIREMENT UNDER
 2603.8.1 TO ALLOW FOR A VISUAL INSPECTION FOR TERMITES,
 WE NORMALLY SEE THIS AREA POURED IN CONCRETE 8???
 HIGHER THAN THE SLAB SO THERE IS NO COLD JOINT AND THE
 STUCCO FINISH IS APPLIED DIRECTLY TO THE CONCRETE AS IF
 A MASONRY WALL
 2304.11.2.4 SLEEPERS AND SILLS. SLEEPERS AND SILLS ON A
 CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH
 EARTH SHALL BE OF NATURALLY DURABLE OR
 PRESERVATIVE-TREATED WOOD.
  
 2304.11.2.6 WOOD SIDING. CLEARANCE BETWEEN WOOD SIDING
 AND EARTH ON THE EXTERIOR OF A BUILDING SHALL NOT BE
 LESS THAN 6 INCHES (152 MM) EXCEPT WHERE SIDING,
 SHEATHING AND WALL FRAMING ARE OF NATURALLY DURABLE OR
 PRESERVATIVE-TREATED WOOD.
  
 15-16) COMPLIED.
  
 17) 2ND REQUEST, SHEET ADA 1.1 AT THE FRONT OF THE
 BUILDING PLANS INDICATE A SINGLE DOOR PLEASE INDICATE
 THE BUILD OUTS ON EACH SIDE OF THE DOOR, PROVIDE THE
 WIDTH OF THE SIDE WALK AND INDICATE THE SIDE APPROACH
 FOR AN OUT SWING DOOR AS INDICATED IN FIGURE 25 (B)
 MANEUVERING CLEARANCES AT DOORS, SEE VALUES FOR X & Y.
  
 SHEET A1.0 IT APPEARS TO BE LESS THAN THE REQUIRED 36''
 IF X=36'' AND Y NEEDS TO =60'' PLEASE REVIEW FIGURE 25
 (B), THANK YOU.
  
 18) 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.
  
 STARTING AUGUST 21, 2009, THE CONSTRUCTION SERVICES
 DEPARTMENT WILL BE CLOSED ON FRIDAYS UNTIL FURTHER
 NOTICE.
  
 OPENING HOURS MONDAY - THURSDAY WILL REMAIN AT 8:00 AM
 - 5:00 PM.
  
 JIM WITMER C. B. O.
 COMMERCIAL COMBINATION PLAN REVIEW
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
 SURVEY:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2009-09-22 Cont ID  
Sent By jwitmer Date 2009-09-22 Time 17:15 Rev Time 0.00
Received By jwitmer Date 2009-09-22 Time 12:30 Sent To  
Notes
2009-09-22 18:29:05BUILDING PLAN REVIEW
 PERMIT: 09090440
 ADD: 836 BELVEDERE RD
 CONT: CORPORATE PROPERTY SERVICES, INC.
 TEL: (954)426-5144
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 1) PLEASE PROVIDE THE GEOTECHNICAL REPORT COMPLETED BY
 P. S. I. INC. 1802.2.1 QUESTIONABLE SOIL. WHERE THE
 SAFE-SUSTAINING POWER OF THE SOIL IS IN DOUBT, OR WHERE
 A LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED IN THIS
 CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL REQUIRE
 THAT THE NECESSARY INVESTIGATION BE MADE. SUCH
 INVESTIGATION SHALL COMPLY WITH THE PROVISIONS OF
 SECTIONS 1802.4 THROUGH 1802.6 .
  
 2) THE TITLE SHEET T1.0 INDICATES IN THE INDEX THERE
 SHOULD BE A S2.0 FRAMING SHEET WHICH IS MISSING FROM
 BOTH SETS OF PLANS. SHEET S1.0 NOTE# 8 INDICATES THAT
 SHEET S2.0 HAS THE MASONRY PIER SCHEDULE, CAN'T BE
 REVIEWED AT THIS TIME, THERE MAY BE ADDITIONAL COMMENTS
 ONCE REVIEWED.
  
 3) SHEET S1.0 HAS TWO WALL SECTION DETAIL 7 SHEET S4.0
 AND DETAIL# 20 SHEET S4.2 AS WELL AS SHEET A5.0 WALL
 SECTION B ALL INDICATE STEMWALL CONSTRUCTION A
 CONSTRUCTION JOINT AND A SECONDARY POUR PLEASE REVIEW
 SECTION :
 EFIS COVERINGS. 2603.8.1 FOAM-PLASTIC INSULATION
 INCLUDING, BUT NOT LIMITED TO, EXTRUDED OR EXPANDED
 POLYSTYRENE OR POLYISOCYANURATE SHALL NOT BE INSTALLED
 BELOW GRADE ON FOUNDATION WALLS OR BELOW GRADE ON THE
 EXTERIOR OF SLAB FOUNDATIONS.
  
 4) SHEET S-3.0 VERSES M-5.0, THE STRUCTURAL SHEET
 INDICATES THE USE OF STEEL BAR JOIST WHERE AS THE M-5.0
 DETAILS INDICATE ALL THE MECHANICAL ROOF ATTACHMENTS
 BEING WOOD TRUSSES AND WOOD DECK PLEASE CORRECT FRAMING
 SUPPORT AND DECK DETAILS AND MECHANICAL EQUIPMENT
 ATTACHMENT DETAILS.
  
 5) SHEET S4.1 DETAILS 4 & 12 INDICATE THE TYPE OF WELD
 BUT NOT THE SIZE OF THE WELD, 106.1.2 ADDITIONAL
 INFORMATION REQUIRED.
  
 6) SHEET A-1.0 VERSES TTHE ENERGY CALCS, THE PLANS CALL
 FOR ALL FILLED CELL /W FOAM VERSES THE ENERGY CALCS
 WHICH INDICATE 3/4INCH ISO INSULATION BETWEEN FURRING
 STRIPS, DISCEPANCY 106.1.1.
  
 7) CONTRACTORS OPTION: TO SUBMIT PRODUCT APPROVALS A
 THIS TIME OR BEFORE INSULATION OF PRODUCT BEFORE THE
 FRAMING INSPECTION, LIST OF PRODUCT APPROVALS REQUIRED
 BY RULE 9B-72:
 A) WINDOWS- STOREFRONT AND OPERABLE
 B) MULLIONS HORIZONTAL OR VERTICAL
 C) EXTERIOR DOORS GLAZED
 D) EXTERIOR DOORS METAL
 E) WALL LOUVERS
 F) EFIS WALL SYSTEMS
 G) ROOFING ASSEMBLIES
 H) PRE-ENGINEERED A/C STANDS
 I) STORM PANELS OR SHUTTERS IF WINDOWS ARE NOT TESTED
 TO LARGE MISSILE IMPACT RESISTANCE
  
 106.3.3 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE
 REGULATED BY THE DCA RULE 9B-72 SHALL BE REVIEWED AND
 APPROVED IN WRITTING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 8) ROOF TOP MECHANICAL EQUIPMENT: 301.13 FBC
 MECHANICAL. WIND RESISTANCE. MECHANICAL EQUIPMENT,
 APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL
 BE DESIGNED AND INSTALLED TO RESIST WIND PRESSURES ON
 THE EQUIPMENT AND THE SUPPORTS AS DETERMINED IN
 ACCORDANCE WITH THE FLORIDA BUILDING CODE, BUILDING.
 NOTE THIS DOES NOT ONLY MEAN TTHE ATTACHMENT OF THE
 UNIT TO THE BASE SUPPORT BUT THE EXTERIOR CABINET OF
 THE UNIT ITSELF. ENGINEERING LETTERS WILL SUFFICE.
  
 9A) PLEASE NOTE THE ROOFING PERMIT WILL BE A SEPERATE
 PERMIT AND WILL NEED TO INCLUDE THE PRODUCT APPROVAL,
 INDICATE WHICH SUB-SYSTEM TO BE INSTALLED ON THEIS
 PROJECT. IF A MIAMI-DADE NOA IS SUBMITTED IT MAY HAVE
 VARIOUS OPTIONS FOR FASTENING OF THE ROOFING PRODUCT
 AND INSULATION WITHIN EACH SUB-SYSTEM.
 EACH OPTION WILL HAVE IT OWN DESIGN PRESSURES. THE
 PRODUCT APPROVAL WILL ALSO STATE IF EACH SYSTEM CAN
 HAVE ENHANCED FASTENING (LIMITATION 7) OR LIMITATION 9
 WHICH DOES NOT ALLOW FOR ENHANCED FASTENING.
  
 9B) THE OTHER ISSUE YOU WILL NEED TO ADDRESS IS ROOF
 INSULATION, A MINIMUM R-VALUE OF R-22.3 WILL NEED TO BE
 OBTAINED ( ENERGY CALCULATION) . UNDER THE ROOFING
 PERMIT PLEASE PROVIDE A ROOF INSULATION PLAN.
  
 10) PLEASE ADDRESS THE ENERGY CALCULATIONS INPUT DATA
 REPORT INDICATES THE ROOF ASSEMBLY AS A WOOD DECK/
 TRUSSES AND A R-19 INSULATION. SEE CHAPTER 13 APPENDIX
 B TABLE B-19.
  
 11) ENERGY CALCULATION INPUT DATA REPORT- FLOORS-
 PLEASE REVIEW ALLOWABLE R-VALUES FOR FLOORING THE INPUT
 DATA REPORT INDICATES THEY ARE TAKING CREDIT FOR CARPET
 AND PADDING WHERE AS A7.0 INDICATES TILE FLOORS. PLEASE
 REVIEW CHAPTER 13 APPENDIX B SECTION B2.5.2 .1 MASS
 FLOORS AND R-VALUES.
  
 12) SHEET A3.0 PLEASE REVIEW ASCE-98 AND THE 2007 FBC
 CODE REFRENECES IN CHAPTER 35, ASCE 7-05 IS THE CURRENT
 REFRENCED STANDARD.
  
 13) SHEET A5.0 DETAIL B INDICATES AN EXTERIOR FRAMING
 SECTION WITH THE WORDING AT THE BOTTOM OF THE SECTION
 EFIS OVER 2X4 FRAMING OVER CMU. PLEASE REVIEW 2304.6
 ENCLOSED BUILDINGS SHALL BE SHEATHED WITH ONE OF THE
 MATERIALSOF THE NOMINAL THICKNESS SPECIFIED IN TABLE
 2304.6.
  
 14) SHEET A5.1 & A5.2 BOTH INDICATE A FINISHED WALL
 SEECTION AT THE TOWER , THERE IS NO SECTION OF FRAMING
 MEMBERS. PLEASE REVIEW SECTION:
  
 2304.11.2.4 SLEEPERS AND SILLS. SLEEPERS AND SILLS ON A
 CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH
 EARTH SHALL BE OF NATURALLY DURABLE OR
 PRESERVATIVE-TREATED WOOD.
  
 2304.11.2.6 WOOD SIDING. CLEARANCE BETWEEN WOOD SIDING
 AND EARTH ON THE EXTERIOR OF A BUILDING SHALL NOT BE
 LESS THAN 6 INCHES (152 MM) EXCEPT WHERE SIDING,
 SHEATHING AND WALL FRAMING ARE OF NATURALLY DURABLE OR
 PRESERVATIVE-TREATED WOOD.
  
 15) SHEET A5.1 ENTRY CANOPY IS INDICATED AS B.O. BY
 OTHERS, IS THIS MEAN IT IS INCLUDED UNDER THIS PERMIT
 BUT IS TO BE DESIGNED UNDER A SPECILITY ENGINEER?
 106.1.2 ADDITIONAL INFORMATION REQUIRED.
  
 16) SHEET A6.4 DETAILS1 & 2 BOTH INDICATE MENU BOARD
 AND OR SOFFIT ATTACHMENTS TO WOOD TRUSES, PLEASE
 CORRECT DETAILS SHEET S3.0 INDICATES STEEL BAR JOIST.
 DISCREPANCY IN PLANS 106.1.1.
  
 17) SHEET ADA 1.1 AT THE FRONT OF THE BUILDING PLANS
 INDICATE A SINGLE DOOR PLEASE INDICATE THE BUILD OUTS
 ON EACH SIDE OF THE DOOR, PROVIDE THE WIDTH
 OF THE SIDE WALK AND INDICATE THE SIDE APPROACH FOR AN
 OUT SWING DOOR AS INDICATED IN FIGURE 25 (B)
 MANEUVERING CLEARENCES AT DOORS, SEE VALUES FOR X & Y.
  
 18) 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.
  
 STARTING AUGUST 21, 2009, THE CONSTRUCTION SERVICES
 DEPARTMENT WILL BE CLOSED ON FRIDAYS UNTIL FURTHER
 NOTICE.
  
 OPENING HOURS MONDAY - THURSDAY WILL REMAIN AT 8:00 AM
 - 5:00 PM.
  
 JIM WITMER C. B. O.
 COMMERCIAL COMBINATION PLAN REVIEW
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
 SURVEY:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2009-12-11 Cont ID  
Sent By dpalmer Date 2009-12-11 Time 08:28 Rev Time 0.00
Received By dpalmer Date 2009-12-11 Time 07:20 Sent To  
Notes
2009-12-11 08:29:04** STAMPED
  
  
  
 1) NOTE: SITE LIGHTING AND LOW VOLTAGE UNDER SEPARATE
 PERMITS.
  
  
  
 IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT
 TYPED IN A CLEAR MANNER PLEASE DO NOT HESITATE TO
 CONTACT THIS REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2009-09-25 Cont ID  
Sent By dpalmer Date 2009-09-25 Time 14:08 Rev Time 0.00
Received By dpalmer Date 2009-09-25 Time 14:08 Sent To  
Notes
2009-09-25 14:08:15 
 1) NOTE: PLANS SHALL CONTAIN THE FOLLOWING CODES.
 2005 NFPA-70
 2006 NFPA-101
  
 PER FAC 69A-3.012, FBC 2007 WITH 2009 REVISIONS.
  
 ** AN EXAMPLE AND NEEDING THE CORRECTED CODES IS SHEET
 E2.1 STATES THE 2002 NEC FOR THE LOAD CALCULATIONS.
 DECEMBER 8, 2006 THE STATE OF FLORIDA ADOPTED THE 2005
 NEC.
  
  
 2) NOTE: PLEASE SUBMIT A COMPLETED FLA COM IN
 COMPLIANCE WITH 13-415.AB.5, 13-415.AB.2.2. THE
 EXTERIOR LIGHTING ON THE PLANS IS NOT COMPLETE FOR
 FIXTURES AND ITEMS SUCH AS THE SITE LIGHTING/PARKING
 LOT LIGHTING POLES ARE NOT COMPLETE ON PLANS.
 FOR EXAMPLE: THE FIXTURE LEGEND DOES NOT INDICATE THE
 TYPE OF SITE LIGHTS. THE INPUT DATA REPORT OF THE
 SUBMITTED ENERGY CALCULATIONS DO NOT CONTAIN ANY OF THE
 PARKING LOT LIGHT FIXTURES.
  
 3) NOTE: PLEASE SEE 230.70, 230.71 OF THE NEC. THE
 PLANS CONTAIN NOTES FOR THE NO MORE THAN 6 MEANS OF
 DISCONNECT HOWEVER THE EQUIPMENT AS SUBMITTED COULD
 ALLOW SIX ADDITIONAL SINGLE POLE BREAKERS WHICH WOULD
 BE IN VIOLATION OF THE 6 DISCONNECTING MEANS RULE.
 PLEASE INSTALL A SINGLE MEANS OF DISCONNECT IF USING
 THIS EQUIPMENT AS SHOWN/SUBMITTED.
 THE AHJ HAS SEEN NUMEROUS LOCATIONS WITH EQUIPMENT
 INSTALLED JUST LIKE THE ONE SHOWN WITH MORE THAN 6
 MEANS OF DISCONNECT.
 ** THE ONLY OTHER OPTION IS THE EQUIPMENT AS SHOWN
 WOULD BE REQUIRED TO CONTAIN A PERMANENT DEAD-FRONT
 WHICH NOT ALLOW THE INSTALLATION OF ANY OTHER BREAKERS.
  
 4) NOTE: PLEASE SEE FBC 13-415.AB.1.4 FOR TYPE OF
 EXTERIOR TIME CLOCK REQUIRED WHEN USING A TIME CLOCK.
 DETAIL FOR EXTERIOR TYPE CONTROLS DOES SHOW A
 PHOTO-SENSOR HOWEVER ONLY IF THE PHOTO-CELL WILL OVER
 RIDE ON AND OFF CONDITIONS AN ASTRONOMICAL TIME CLOCK
 WILL NOT BE REQUIRED.
 ** PLEASE PROVIDE LIGHTING CONTACTOR SCHEDULE.
  
 5) NOTE: PLEASE PROVIDE SHOW WINDOW RECEPTACLES PER
 210.62. PLEASE BE SURE TO ADJUST LOAD CALCULATIONS PER
 220.43A
  
 6) NOTE: PLEASE SEE NEC 210.8B2 AS ALL 15/20 120
 RECEPTACLES IN KITCHEN AREAS SHALL BE GFI/ GFI
 PROTECTED. THIS IS REQUIRED WHETHER OR NOT THESE FEED
 DEDICATED EQUIPMENT OR COUNTER SPACE RECEPTACLES.
 ** PLANS CONTAIN A NOTE WHICH REFERENCES THE 2002 NEC
 WHICH WAS A DIFFERENT SECTION OF THE CODE. ALSO, PLEASE
 BE AWARE THAT BASED ON THE SYMBOL LEGEND ON PLANS MANY
 OF THESE DEVICES ARE NOT INDICATING GFI PROTECTION.
  
 7) NOTE: PLEASE SEE FBC 13-415.AB.1.1, .1.2 AND .1.3.
 THIS COMMENT DOES NOT HAVE ANYTHING TO DO WITH
 AUTOMATED LIGHTING CONTROLS IN A BUILDING GREATER THAN
 5K SQ FT. THE SECTIONS OF THE CODE STILL APPLY TO
 BUILDINGS SMALLER THAN 5K SQFT FOR SEPARATE SPACE
 CONTROLS.
 FOR EXAMPLE: ANY SPACES, ROOMS WHERE FLOOR TO CEILING
 WALLS SEPARATE SPACE REQUIRES SEPARATE CONTROLS.
 THE INFORMATION SHOWN ON PLANS DOES NOT PROVIDE ENOUGH
 INFORMATION FOR MEETING SECTIONS OF THE CODES GIVEN.
 PLANS DO NOT SHOW ANY SEPARATE CONTROLS IN SEPARATE
 ROOMS.
  
  
 ** IMPORTANT**
 IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT
 TYPED IN A CLEAR MANNER PLEASE DO NOT HESITATE TO
 CONTACT THIS REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2010-03-04 Cont ID  
Sent By mgonzale Date 2010-03-04 Time 09:48 Rev Time 1.00
Received By mgonzale Date 2010-03-03 Time 09:47 Sent To  
Notes
2010-03-04 09:54:34PASSED:
  
 POLLUTION PREVENTION PLAN MUST BE ON-SITE AT ALL TIMES
 POLLUTION PREVENTION IS ALSO APPLICABLE TO ROW
 ACTIVITES
 SHEET C-1 HAS BEEN STAMPED BY CSD ENGINEERING REVIEWER
  
 MANUEL JULIAN GONZALEZ
 CSD ENGINEERING REVIEW
 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
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2009-12-29 Cont ID  
Sent By mgonzale Date 2009-12-29 Time 08:27 Rev Time 5.00
Received By mgonzale Date 2009-12-29 Time 08:27 Sent To  
Notes
2009-12-29 08:28:26ESD HAS REVIEWED THE WATER SEWER PAVING AND DRAINAGE
 PLANS AND HAVE APPROVED.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2009-10-13 Cont ID  
Sent By mgonzale Date 2009-10-13 Time   Rev Time 1.00
Received By mgonzale Date 2009-10-13 Time   Sent To  
Notes
2009-09-23 11:27:41FAILED
  
 PLANS MUST BE SUBMITTED TO ENGINEERING DEPT FOR
 STORMWATER REVIEW.
 THIS IS A SEPARATE SUBMITTAL REQUIRED BY ENGINEERING
 DEPT TO COMPLY WITH NPDES CODES.
  
 INFORMATION ON SUBMITTAL CAN BE OBTAINED AT THE LINK
 BELOW:
 HTTP://WWW.CITYOFWPB.COM/ENGINEERING/ENG_FORMS.PHP
  
 DEVELOPMENT PERMIT PACKET MUST ACCOMPANY YOUR SUBMITTAL
 ALONG WITH THE REQUIRED DOCUMENTATION.
 SEE "ENGINEERING SERVICES DEPARTMENT STANDARD
 APPLICATION FOR DEVELOPMENT PERMIT"
  
 SUBMIT THE PERTINENT DOCUMENTS ATTENTION:
 BRIAN MOREE, CONSTRUCTION SUPERVISOR
 ENGINEERING SERVICES 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) 494-1098
 FAX: (561) 494-1116
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2009-09-30 Cont ID  
Sent By mcarsill Date 2009-09-30 Time 15:38 Rev Time 0.00
Received By mcarsill Date 2009-09-30 Time 15:23 Sent To  
Notes
2009-09-30 15:37:50PERMIT # 09090440
  
 1. CONSTRUCTION, DEMOLITION, AND RENOVATION TO COMPLY
 WITH NFPA 241.
  
 2. NO COMBUSTIBLES ALLOWED IN PLENUM AREAS.
  
 3. ALL ELECTRICAL WORK TO COMPLY WITH NFPA 70, THE
 NATIONAL ELECTRIC CODE.
  
 4. THE GAS SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH
 APPROVED STANDARDS AND IN A SAFE MANNER.
  
 5. SEPARATE PLANS AND PERMITS REQUIRED FOR THE
 INSTALLATION OF THE HOOD, DUCT, AND FIRE SUPPRESSION
 SYSTEM.
  
 6. ALL WORK SUBJECT TO FIELD INSPECTION AND APPROVAL.
  
  
 APPROVED
  
  
 MIKE CARSILLO, BATTALION CHIEF
 WEST PALM BEACH FIRE RESCUE
 BUREAU OF FIRE PREVENTION
 500 NORTH DIXIE HIGHWAY
 WEST PALM BEACH, FLORIDA 33401
 (561) 804-4709 PHONE
 (561) 804-4774
Review Stop G GAS REVIEW
Rev No 2 Status P Date 2009-12-16 Cont ID  
Sent By kstevens Date 2009-12-15 Time 07:58 Rev Time 0.00
Received By kstevens Date 2009-12-14 Time 17:53 Sent To  
Notes
2009-12-16 08:01:12PASSED/PROVISO
  
 REVISION REQUIRED.
  
 A. A SHUT OFF VALVE AND UNION ARE REQUIRED UPSTREAM OF
 THE EMERGENCY SHUT OFF VAVLE FOR THE HOOD.
 B. PIPE SIZE FOR THE DROP TO W/H-1, (1" REQD), AND THE
 PIPE PREVIOUS TO SAID DROP, (1-1/4" REQD), TO BE
 CORRECTED.
 C. DELIVERY PRESSURE TO BE INDICATED AS 1/2 PSI NOT 7"
 WC. TABLE 402.4(2).
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2009-12-14 Cont ID  
Sent By kstevens Date 2009-10-08 Time 07:43 Rev Time 0.00
Received By kstevens Date 2009-10-08 Time 07:43 Sent To  
Notes
2009-12-14 07:44:54DENIED
 REFERENCE:
 FBC-2007 FUEL GAS
  
 1. SHT P5.0 SEPARATE GAS PERMIT REQUIRED. THE FOLLOWING
 INFORMATION IS REQUIRED FOR THE PERMIT.
  
 A. SUBMIT AN ISOMETRIC DRAWING THAT
 CLEARLY SHOWS ALL CUT SECTIONS OF PIPE
 AND CORRESPONDING LENGTHS PER FBC-2007 RESIDENTIAL OR
 2007 FUEL GAS CODE. - LENGTHS NOT INDICATED.
  
 B. SHOW TYPE OF PIPING MATERIAL BEING
 INSTALLED, ALL PIPE SIZES, (AND THE EDH
 NUMBER OF CORRUGATED STAINLESS STEEL
 TUBING FOR EACH PIPE SIZE IF BEING USED.
  
 C. TYPE OF GAS, (LP OR NATURAL).
  
 D. SHOW THE DISTANCE FROM THE POINT OF
 DELIVERY, (METER), TO THE MOST REMOTE
 OUTLET IN THE BUILDING AND/OR SYSTEM PER
 FBC-2007 FUEL GAS CODE APPENDIX A - USE
 OF CAPACITY TABLES A.3.1(4). - TO BE VERIFIED WHEN
 COMMENT "7-A" IS ADDRESSED.
  
 E. SUBMIT CALCULATIONS FOR COMBUSTION
 AIR (IF APPLICABLE) PER FBC-2007 FUEL
 GAS CODE SECTION 304 & RESIDENTIAL CODE SECTION G2407.
  
 F. INDICATE THE DELIVERY PRESSURE (PSI)
 PER FBC-2004 FUEL GAS CODE SEC. 402.2.
 NATURAL GAS SPECIFY .5 PSI OR 2 PSI. - FPU PROVIDES 1/2
 PSI (12"-14" WC) OR 2 PSI. NOT 1/4 PSI (7" WC). SEE
 TABLE 402.4(2).
  
 G. SUBMIT A DETAIL SHOWING THE TYPE,
 LOCATION, SIZE AND TERMINATION OF THE
 GAS VENTS PER FBC-2007 FUEL GAS CODE
 SECS. 502 THRU 505 & RESIDENTIAL CODE SECS. G2426 THRU
 G2429.
  
 H. SUBMIT MANUFACTURE SHEETS FOR ALL GAS
 EQUIPMENT TO VERIFY COMPLIANCE WITH
 STANDARDS NFPA 54, NFPA 58, AND THE
 FBC-2007 FUEL GAS CODE SEC 402.2 & RESIDENTIAL CODE
 SEC. G2413.2.
  
 I. CLEARLY SHOW THE LOCATION AND CAP-
 ACITY OF LP TANK(S), TYPE OF TANK (DOT
 OR ASME), THE DISTANCE OF THE TANK FROM
 THE BUILDING AND ADJACENT PROPERTY LINES
 THE DISTANCE OF THE TANK FROM ALL SOUR-
 CES OF IGNITION, OTHER CONTAINERS, BUILD
 INGS, AND THE LOCATION OF ANY BUILDING
 OPENINGS BELOW THE RELIEF VALVE OF THE
 TANK PER NFPA 58, TABLE 3-2.2.2.
  
 J. CLEARLY INDICATE ON THE PLAN IF THE
 LP TANK IS ABOVE OR BELOW GROUND, AND
 SHOW REQUIRED PROTECTION OF THE TANK AND
 APPURTENANCES PER NFPA 58. IF THE TANK
 IS BELOW GROUND THE CONTAINER SHALL BE
 SECURILY ANCHORED PER NFPA 58 SECTION
 3-2.2.7(H).
  
 K. EMERGENCY HOOD SHUT DOWN SHUT OFF
 VALVE TO BE BELOW CEILING. MANUAL SHUT
 OFF VALVE TO BE UPSTREAM. UNION TO BE
 DOWN STREAM OF MANUAL VALVE. - NO MANUAL SHUT OFF VALVE
 OR UNION SHOWN.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & 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. REMOVE
 ALL VOID SHEETS FROM ALL PLANS AND PLACE
 ONE SET OF THEM LOOSELY ON TOP OF THE
 COLLATED PLANS TO BE REVIEWED.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2010-02-11 Cont ID  
Sent By lmartine Date 2010-02-09 Time 14:31 Rev Time 0.00
Received By lmartine Date 2010-02-09 Time 14:28 Sent To  
Notes
2010-02-11 14:39:39C--21
Review Stop I INCOMING/PROCESSING
Rev No 4 Status P Date 2010-01-14 Cont ID  
Sent By dpalmer Date 2010-01-14 Time 17:01 Rev Time 0.00
Received By dpalmer Date 2010-01-14 Time 17:01 Sent To  
Notes
2010-01-14 17:01:26OK PER JW, VERIFIED BY DVP.
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2010-01-13 Cont ID  
Sent By lmartine Date 2010-01-12 Time 15:43 Rev Time 0.00
Received By lmartine Date 2010-01-12 Time 15:43 Sent To  
Notes
2010-01-13 15:58:59******************EXPEDITED*******************
 GAVE TO JIM
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2009-12-09 Cont ID  
Sent By lmartine Date 2009-12-09 Time 17:05 Rev Time 0.00
Received By lmartine Date 2009-12-09 Time 17:05 Sent To  
Notes
2009-12-09 17:11:19****************EXPEDITED*******************
 C--25
  
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2009-10-13 Cont ID  
Sent By lmartine Date 2009-10-08 Time 09:47 Rev Time 0.00
Received By lmartine Date 2009-09-21 Time 14:43 Sent To  
Notes
2009-09-21 14:44:51C-3
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2010-01-14 Cont ID  
Sent By dpalmer Date 2010-01-14 Time 17:03 Rev Time 0.00
Received By dpalmer Date 2010-01-14 Time 17:03 Sent To  
Notes
2010-01-14 17:03:41OK FOR IP FEE
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2009-12-11 Cont ID  
Sent By dpalmer Date 2009-09-25 Time 07:30 Rev Time  
Received By dpalmer Date   Time   Sent To  
Notes
***NONE***
Review Stop L LANDSCAPING
Rev No 2 Status P Date 2009-12-10 Cont ID  
Sent By rkussner Date 2009-12-10 Time 11:10 Rev Time 0.00
Received By rkussner Date 2009-12-10 Time 11:10 Sent To  
Notes
2009-12-10 11:14:29***LANDSCAPE REVIEW PASSED WITH PROVISON***
  
 THE PROPOSED TREES SHALL BE EVENLY SPACED WITHIN THE
 LANDSCAPE STRIP FROM WHICH THE STREET LIGHT HAS BEEN
 ELIMINATED.
Review Stop L LANDSCAPING
Rev No 1 Status F Date 2009-09-29 Cont ID  
Sent By kdfreema Date 2009-09-29 Time 13:49 Rev Time 0.00
Received By kdfreema Date 2009-09-29 Time 13:49 Sent To  
Notes
2009-09-29 13:49:29SEE ZONING REVIEW FOR COMMENTS.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2009-12-17 Cont ID  
Sent By rregueir Date 2009-12-17 Time 19:27 Rev Time 0.00
Received By rregueir Date 2009-12-17 Time 18:02 Sent To  
Notes
2009-12-17 19:27:19**PROVISOS**
  
 1. DUCT WRAP SUBMITTAL DATA IS OUT OF DATE. PROVIDE
 SUBMITTAL DATA TO FIELD INSPECTOR SHOWING THE PROPOSED
 PRODUCT HAS BEEN LISTED AND EVALUATED FOR CONFORMANCE
 WITH ASTM E 2336 IN ACCORDANCE WITH FBC-M 506.3.10.
  
 2. WIND RESISTANCE REPORT AND RATIONAL ANALYSIS
 REQUIRES TWO ORIGINAL SIGNED AND SEALED SETS BE
 SUBMITTED FOR BUILDING PLAN REVIEW TO DEMONSTRATE
 COMPLIANCE WITH FBC-M 301.12.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
 RONALD J. REGUEIRO
 561.805.6719
 [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2009-09-23 Cont ID  
Sent By rregueir Date 2009-09-23 Time 17:56 Rev Time 0.00
Received By rregueir Date 2009-09-23 Time 17:21 Sent To  
Notes
2009-09-23 17:56:13REVIEW #: 1ST
 ACTION: DENIED
  
 FBC 20047 CODE FAMILY W/ 2009 SUPPLEMENTS
 FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH
  
 1. PROVIDE WIND RESISTANCE DATA FOR ALL OUTDOOR
 APPLIANCES AND EQUIPMENT WHICH IS EXPOSED TO WIND SUCH
 AS RTU, EXHAUST FANS, VENTS AND REMOTE CONDENSERS IN
 ACCORDANCE WITH FBC-M 301.12.
  
 2. PROVIDE MOTORIZED VOLUME DAMPERS WITH SHUTOFF DAMPER
 CONTROLS ON OUTSIDE AIR INTAKES IN ACCORDANCE WITH
 FBC-B 13-409.AB 3.3.
  
 3. THE TYPE I HOOD SYSTEM SHALL BE DESIGNED AND
 INSTALLED TO AUTOMATICALLY ACTIVATE THE EXHAUST FAN
 WHENEVER COOKING OPERATIONS OCCUR IN ACCORDANCE WITH
 FBC-M 507.2.1.1. THE ACTIVATION OF THE EXHAUST FAN
 SHALL OCCUR THROUGH AN INTERLOCK WITH THE COOKING
 APPLIANCES, BY MEANS OF HEAT SENSORS OR BY MEANS OF
 OTHER APPROVED METHODS. SHOW THE METHOD TO BE USED ON
 PLANS.
  
 4. UPDATE WIND RESISTANCE NOTES ON PAGE M5.0 DETAILS TO
 REFERENCE CURRENT REFERENCE STANDARDS AS LISTED IN THE
 2007 FBC WITH 2009 SUPPLEMENT. EXAMPLE: ASCE7-05 IS THE
 CURRENT STANDARD FOR WIND DESIGN.
  
 5. PAGE A3.0 CALLS FOR RTU CONDENSATE TO BE DISCHARGED
 TO A MOP SINK. CONDENSATE SHALL NOT BE DISCHARGED INTO
 THE SANITARY SEWER SYSTEM PER CITY ORDINANCE.
 CONDENSATE MAY BE DISCHARGED INTO STORM WATER DRAINAGE
 SYSTEM OR OTHER APPROVED LOCATION IN ACCORDANCE WITH
 FBC-M 307.2.1.
  
 6. PLEASE CORRECT HVAC NOTE #10 ON PAGE M1.0 TO
 CORRESPOND WITH FLOOR PLAN WHICH CALLS FOR SMOKE
 DETECTORS TO BE INSTALLED ON THE SUPPLY IN ACCORDANCE
 WITH FBC-M 606.2.1.
  
 7. RTU'S SHALL BE PROVIDED WITH AUXILIARY DRAIN
 PROTEXTION VIA WATER LEVEL DETECTION DEVICE IN
 ACCORDANCE WITH FBC-M 307.2.3.1.
  
 NOTE: SEPARATE PERMITS ARE REQUIRED FOR EACH OF THE
 FOLLOWING: HOOD, HOOD SUPPRESSION SYSTEM, WALK-IN
 COOLER/FREEZER. ONCE PLANS ARE CODE COMPLIANT, AN
 APPLICATION FOR HOOD PERMIT MAY BE SUBMITTED BASED ON
 THESE PLANS. SEPARATE HOOD PLANS ARE NOT REQUIRED.
 HOWEVER, PROVIDE SEPARATE APPLICATIONS WITH PLANS AND
 FULL DOCUMENTATION FOR BOTH THE HOOD SUPPRESSION SYSTEM
 AND THE WALK-IN COOLER.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
 RONALD J. REGUEIRO
 561.805.6719
 [email protected]
Review Stop P PLUMBING
Rev No 2 Status P Date 2009-12-14 Cont ID  
Sent By kstevens Date 2009-12-14 Time 17:53 Rev Time 0.00
Received By kstevens Date 2009-12-14 Time 17:53 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2009-10-08 Cont ID  
Sent By kstevens Date 2009-10-08 Time 17:04 Rev Time 0.00
Received By kstevens Date 2009-10-05 Time 17:56 Sent To  
Notes
2009-10-08 17:47:40DENIED
 REFERENCE:
 FBC-2007 PLUMBING
 FBC-2007 FUEL GAS
 FBC-2007 CHAPTER 1
 WEST PALM BEACH CITY CODE OF ORDINANCES
  
 1. SHT A3.0 NOTE INDICATING THE CONDENSATE FROM THE
 HVAC UNITS ON THE ROOF TO DRAIN TO THE MOP SINK. THIS
 IS PROHIBITED PER ARTICLE III SECTION 90-125(5).
 CONDENSATE SHALL BE PIPED SEPARATELY OUT OF THE
 BUILDING AND DRAINED INTO A DRYWELL, TO A PLANTED AREA
 OR CONNECT TO A CATCH BASIN.
  
 2. SHTS A3.0 & A6.4.0 DETAIL 4. PLEASE INDICATE THE
 SIZE OF THE DOWNSPOUTS. TABLE 1106.2.
  
 3. THE GREASE INTERCEPTOR SIZE SHALL BE DETERMINED BY
 THE UTILITY DEPT., INDUSTRIAL PRETREATMENT,
 ENVIRONMENTAL COMPLIANCE. PLEASE CONTACT HOLLY MCGRATH,
 LABORATORY SUPERVISOR BY PHONE (561) 822-2271, BY FAX
 (561) 822-2279 OR E-MAIL [email protected]. A WRITTEN
 DETERMINATION IS REQUIRED.
  
 4. SHT P2.0 KEY NOTES #11 CONDENSATE NOT APPROVED IN
 THE SANITARY SYSTEM. ARTICLE III SECTION 90-125(5). SEE
 COMMENT #1.
  
 5. SHT P3.0 FLOOR PLAN SHOWS A KEY NOTE #25 INDICATOR,
 BUT NO KEY NOTE #25 SHOWN. PLEASE CLARIFY. SECTION
 106.1.1.
  
 6. SHT P3.0 COLD WATER SUBBPL SHOWN TO KEY NOT 21 ON
 THE FLOOR PLAN IS NOT CONNECTED TO THE COLD WATER MAIN.
 PLEASE CLARIFY. SECTION 106.1.1.
  
 7. SHT P5.0 SEPARATE GAS PERMIT REQUIRED. THE FOLLOWING
 INFORMATION IS REQUIRED FOR THE PERMIT.
  
 A. SUBMIT AN ISOMETRIC DRAWING THAT
 CLEARLY SHOWS ALL CUT SECTIONS OF PIPE
 AND CORRESPONDING LENGTHS PER FBC-2007 RESIDENTIAL OR
 2007 FUEL GAS CODE. - LENGTHS NOT INDICATED.
  
 B. SHOW TYPE OF PIPING MATERIAL BEING
 INSTALLED, ALL PIPE SIZES, (AND THE EDH
 NUMBER OF CORRUGATED STAINLESS STEEL
 TUBING FOR EACH PIPE SIZE IF BEING USED.
  
 C. TYPE OF GAS, (LP OR NATURAL).
  
 D. SHOW THE DISTANCE FROM THE POINT OF
 DELIVERY, (METER), TO THE MOST REMOTE
 OUTLET IN THE BUILDING AND/OR SYSTEM PER
 FBC-2007 FUEL GAS CODE APPENDIX A - USE
 OF CAPACITY TABLES A.3.1(4). - TO BE VERIFIED WHEN
 COMMENT "7-A" IS ADDRESSED.
  
 E. SUBMIT CALCULATIONS FOR COMBUSTION
 AIR (IF APPLICABLE) PER FBC-2007 FUEL
 GAS CODE SECTION 304 & RESIDENTIAL CODE SECTION G2407.
  
 F. INDICATE THE DELIVERY PRESSURE (PSI)
 PER FBC-2004 FUEL GAS CODE SEC. 402.2.
 NATURAL GAS SPECIFY .5 PSI OR 2 PSI. - FPU PROVIDES 1/2
 PSI (12"-14" WC) OR 2 PSI. NOT 1/4 PSI (7" WC). SEE
 TABLE 402.4(2).
  
 G. SUBMIT A DETAIL SHOWING THE TYPE,
 LOCATION, SIZE AND TERMINATION OF THE
 GAS VENTS PER FBC-2007 FUEL GAS CODE
 SECS. 502 THRU 505 & RESIDENTIAL CODE SECS. G2426 THRU
 G2429.
  
 H. SUBMIT MANUFACTURE SHEETS FOR ALL GAS
 EQUIPMENT TO VERIFY COMPLIANCE WITH
 STANDARDS NFPA 54, NFPA 58, AND THE
 FBC-2007 FUEL GAS CODE SEC 402.2 & RESIDENTIAL CODE
 SEC. G2413.2.
  
 I. CLEARLY SHOW THE LOCATION AND CAP-
 ACITY OF LP TANK(S), TYPE OF TANK (DOT
 OR ASME), THE DISTANCE OF THE TANK FROM
 THE BUILDING AND ADJACENT PROPERTY LINES
 THE DISTANCE OF THE TANK FROM ALL SOUR-
 CES OF IGNITION, OTHER CONTAINERS, BUILD
 INGS, AND THE LOCATION OF ANY BUILDING
 OPENINGS BELOW THE RELIEF VALVE OF THE
 TANK PER NFPA 58, TABLE 3-2.2.2.
  
 J. CLEARLY INDICATE ON THE PLAN IF THE
 LP TANK IS ABOVE OR BELOW GROUND, AND
 SHOW REQUIRED PROTECTION OF THE TANK AND
 APPURTENANCES PER NFPA 58. IF THE TANK
 IS BELOW GROUND THE CONTAINER SHALL BE
 SECURILY ANCHORED PER NFPA 58 SECTION
 3-2.2.7(H).
  
 K. EMERGENCY HOOD SHUT DOWN SHUT OFF
 VALVE TO BE BELOW CEILING. MANUAL SHUT
 OFF VALVE TO BE UPSTREAM. UNION TO BE
 DOWN STREAM OF MANUAL VALVE. - NO MANUAL SHUT OFF VALVE
 OR UNION SHOWN.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & 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. REMOVE
 ALL VOID SHEETS FROM ALL PLANS AND PLACE
 ONE SET OF THEM LOOSELY ON TOP OF THE
 COLLATED PLANS TO BE REVIEWED.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
  
  
  
Review Stop Z ZONING
Rev No 2 Status P Date 2009-12-10 Cont ID  
Sent By kdfreema Date 2009-12-10 Time 10:08 Rev Time 0.00
Received By kdfreema Date 2009-12-10 Time 10:08 Sent To L
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2009-09-29 Cont ID  
Sent By kdfreema Date 2009-09-29 Time 13:38 Rev Time 0.00
Received By kdfreema Date 2009-09-29 Time 13:38 Sent To  
Notes
2009-09-29 13:45:54***FAILED***
  
 THE PLANNING AND ZONING REVIEW FOR THIS PERMIT WILL NOT
 BE CONDUCTED UNTIL A CLASS B SPECIAL USE PERMIT IS
 APPROVED.
  
 PLEASE CONTACT KELLY FREEMAN, GIS PLANNER, AT
 56-822-1458 WITH QUESTIONS.


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