Plan Review Details - Permit 07030860
Plan Review Stops For Permit 07030860
Review Stop AD ADDRESSING
Rev No 2 Status P Date 2007-10-01 Cont ID  
Sent By rbrown Date 2007-10-01 Time 16:51 Rev Time 0.00
Received By rbrown Date 2007-10-01 Time 16:51 Sent To  
Notes
2007-10-01 16:56:41APPLICANT CORRECTED THE OWNER INFORMATION ON THE
 APPLICATION FORM.
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2007-04-04 Cont ID  
Sent By lursu Date 2007-04-04 Time 14:07 Rev Time 0.00
Received By lursu Date 2007-04-04 Time 14:01 Sent To  
Notes
2007-04-04 14:05:06THE SITE ADDRESS ASSIGNED AS 9835 OKEECHOBEE BLVD WITH
 PARCEL CONTROL NUMBER AS 74 42 43 19 11 002 0020 FOR
 THIS PROJECT ( THE NEW MCDONALD'S FAST FOOD RESTAURANT
 ) IS CORRECT .
 HOWEVER ON THE PERMIT APPLICATION THE PROPERTY OWNER
 INFORMATION "MCDONALD'S CORP" DOES NOT MATCH WITH THE
 PROPERTY OWNER INFROMATION FOUND ON THEPROPERTY
 APPRAISER'S OFFICE WEBSITE .IF THE PROPERTY OWNER
 INFORMATION ON THE PERMIT APPLICATION IS CORRECT
 ,PLEASE PROVIDE PROOF OF OWNERSHIP .
  
 LACRAMIOARA URSU
 MIS - GIS SUPPORT SPECIALIST
 CITY OF WEST PALM BEACH
 OFFICE:822-1239
 FAX: 822-1249
 E-MAIL:[email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 9 Status P Date 2007-12-11 Cont ID  
Sent By jwitmer Date 2007-12-11 Time 08:28 Rev Time 1.33
Received By jwitmer Date 2007-12-11 Time 08:28 Sent To  
Notes
2007-12-11 08:28:48REVISION# 5
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status P Date 2007-11-16 Cont ID  
Sent By jwitmer Date 2007-11-16 Time 12:29 Rev Time 0.77
Received By jwitmer Date 2007-11-16 Time 12:29 Sent To PC
Notes
2007-11-16 12:30:42REVISION: TRASH CORRAL
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2007-11-14 Cont ID  
Sent By jwitmer Date 2007-11-14 Time 08:32 Rev Time 0.77
Received By jwitmer Date 2007-11-14 Time 08:32 Sent To PC
Notes
2007-11-14 08:33:16SHOP DRAWINGS FOR STOREFRONT GLAZING ARCH 3000 SERIES
 LMI
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2007-11-01 Cont ID  
Sent By jwitmer Date 2007-11-01 Time 13:37 Rev Time 0.88
Received By jwitmer Date 2007-11-01 Time 11:55 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2007-10-12 Cont ID  
Sent By jwitmer Date 2007-10-12 Time 14:06 Rev Time 1.55
Received By jwitmer Date 2007-10-12 Time 14:06 Sent To PC
Notes
2007-10-12 14:09:14LIGHT GAUGE METAL TRUSS SHOP DRAWINGS
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2007-10-01 Cont ID  
Sent By jwitmer Date 2007-10-01 Time 16:21 Rev Time 2.22
Received By jwitmer Date 2007-10-01 Time 16:18 Sent To  
Notes
2007-10-01 16:26:56 
 *** ISSUED PERMIT***
 -PLAN REVIEW HISTORY-
  
 PERMIT# 07030860
 ADDRESS: 9835 OKEECHOBEE BLVD
 CONT: GIL HYATTCONSTRUCTION INC.
 TELL # (954)772-2066
  
 THE ATTACHED COMMENTS ARE PART OF THE
 PERMIT AND PLAN REVIEW PACKAGE AND ARE
 NOT TO BE REMOVED FROM THE ISSUED SET OF PLANS.106.1.1
 ADMINISTRATIVE CODE/ 06.
  
 1) ROOFING SUBPERMIT STRUCK 07030868,FLAT ROOF DECK
 FL 5754 / MIAMI-DADE NOA 06-0626.09 WITH C-BUCK
 ENGINEERING REPORT (COPY, NOT SEALED) WAS SUBMITTED FOR
 SUB-SYSTEM
 "D-1" WHEN RESEARCHING THE NOA
  
 2) BUILDING PROVISO: 109.3.10* IMPACT OF CONSTRUCTION.
 ALL CONSTRUCTION ACTIVITY REGULATED BY THIS CODE SHALL
 BE PERFORMED IN A MANNER SO AS NOT TO ADVERSELY IMPACT
 THE CONDITION OF ADJACENT PROPERTY, UNLESS SUCH
 ACTIVITY IS PERMITTED TO AFFECT SAID PROPERTY PURSUANT
 TO A CONSENT BY THE APPLICABLE PROPERTY OWNER, UNDER
 TERMS & CONDITIONS AGREEABLE TO THE APPLICABLE PROPERTY
 OWNER. THIS INCLUDES
 BUT IS NOT LIMITED TO THE CONTROL OF DUST, NOISE, WATER
 OR DRAINAGE RUN-OFF, DEBRIS, AND THE STORAGE OF
 CONSTRUCTION MATERIALS. NEW CONSTRUCTION ACTIVITY SHALL
 NOT ADVERSELY IMPACT HISTORIC SURFACE WATER DRAINAGE
 FLOWS SERVING ADJACENT PROPERTIES, & MAY REQUIRE
 SPECIAL DRAINAGE DESIGN COMPLYING WITH ENGINEERING
 STANDARDS TO PRESERVE THE POSITIVE PATTERNS OF THE
 AFFECTED SITES. ACCORDINGLY, DEVELOPERS, CONTRACTORS,
 AND OWNERS OF ALL NEW RESIDENTIAL DEVELOPMENT,
 INCLUDING ADDITIONS, POOLS, PATIOS, DRIVEWAYS, DECKS,
 OR SIMILAR ITEMS, ON EXISTING PROPERTIES RESULTING IN A
 DECREASE IN EXCESS OF 800SQ FT OF PERMEABLE LAND AREA
 ON ANY PARCEL SHALL AS A PERMIT CONDITION, PROVIDE A
 PROFESSIONALLY PREPARED DRAINAGE PLAN CLEARLY
 INDICATING COMPLIANCE WITH THIS PARAGRAPH. UPON
 COMPLETION OF THE IMPROVEMENT, A CERTIFICATION FROM A
 LICENSED ENGINEER SHALL BE SUBMITTED TO THE INSPECTOR
 IN ORDER TO RECEIVE APPROVAL OF THE FINAL INSPECTION.
  
 3) BUILDING PROVISO: 109.3.10.1 HURRICANE PROTECTION.
 IT SHALL BE UNLAWFUL FOR ANY PERSON TO ALLOW
 CONSTRUCTION RELATED MATERIALS EQUIPMENT AND DEBRIS TO
 REMAIN LOOSE OR OTHERWISE UNSECURED AT A CONSTRUCTION
 SITE FROM 24 HRS. AFTER A HURRICANE WATCH HAS BEEN
 ISSUED UNTIL THE HURRICANE WATCH OR WARNING HAS BEEN
 LIFTED. ALL SUCH CONSTRUCTION MATERIALS,
 EQUIPMENT AND DEBRIS SHALL BE EITHER REMOVED FROM THE
 CONSTRUCTION SITE OR SECURED IN SUCH A MANNER AS TO
 MINIMIZE THE DANGER OF SUCH CONSTRUCTION MATERIALS,
 EQUIPMENT AND DEBRIS CAUSING DAMAGE TO PERSONS OR
 PROPERTY FROM HIGH WINDS. ANY PERSONS WHO FAILS TO
 COMPLY TO REMOVE OR SECURE THE CONSTRUCTION MATERIALS
 EQUIPMENT AND DEBRIS WITHIN
 24 HRS AFTER A HURRICANE WATCH HAS BEEN ISSUED SHALL BE
 SUBJECT TO A FINE NOT TO EXCEED $500.00. IN ADDITION
 TO THE ABOVE, A LICENSED CONTRACTOR WHO VIOLATES THIS
 SECTION
 SHALL BE SUBJECT TO DISCIPLINE PURSUANT TO SECTION 113
 OF THIS CHAPTER.
  
 4) BUILDING PROVISO: BILCO (ROOF HATCHES) IS CURRENTLY
 UNDER GOING TESTING WITH MIAMI-DADE AND REPORTS WILL BE
 OUT THE SECOND HALF OF 2007. THE CONTRACTOR WILL BE
 REQUIRED TO SUBMIT PRODUCT APPROVALS THAT HAVE
 ACCEPTANCE TO THIS OFFICE BEFORE A CERTIFICATE OF
 OCCUPANCY WILL BE ISSUED. IF AT TIME OF C.O. EITHER AN
 APPROVAL FROM A STATE LISTED AGENCY WILL BE REQUIRED OR
 THE CONTRACTOR SHALL APPLY FOR A LOCAL PRODUCT APPROVAL
 WITH THE CITY OF WEST PALM BEACH WITH THE SAME 10
 CRITERIA AS THE STATE APPROVALS BEFORE A CERTIFICATE OF
 OCCUPANCY WILL BE ISSUED. STATE REQUIREMENTS FOR
 STRUCTURAL COMPONENTS AS PER RULE 9B-72.010(28),
 FLORIDA ADMINISTRATIVE CODE AND IS SUBJECT TO THE
 REQUIREMENTS FOR PRODUCT APPROVAL.
  
 102.1* WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS
 OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF
 CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST
 RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT
 BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
 REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL BE
 APPLICABLE.
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
  
  
  
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2007-09-24 Cont ID  
Sent By jwitmer Date 2007-09-24 Time 08:17 Rev Time 1.11
Received By jwitmer Date 2007-09-24 Time 08:17 Sent To  
Notes
2007-09-24 08:18:50MC DONALD?S 9835 OKEECHOBEE BLVD
 3RD REVIEW
 SEPT 21,2007
  
 BUILDING PLAN REVIEW
 PERMIT: 07030860
 ADD: 9835 OKEECHOBEE BLVD
 CONT: GIL HYATT CONSTRUCTION
 TEL: (954)772-2066
 ?
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 3RDREVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 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. PLEASE REMOVE
 VOID SHEETS FROM PLAN AND LOOSELY LAY THEM ON TOP OF
 THE SET OF PLANS MARKED VOID. THANK YOU FOR YOUR
 ANTICIPATED COOPERATION.
  
 2 ) FL S S 713.13NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT.
 NOTE: 713.13(2) IF THE WORK DESCRIBED IN THE NOTICE OF
 COMMENCEMENTIS NOT ACTUALLYCOMMENCED WITHIN 90 DAYS
 AFTER THE RECORDING THEREOF,SUCH NOTICE IS NULL &
 VOID. NOTE: 713.13(6)THE POSTING OF THE NOTICE OF
 COMMENCEMENT AT THE CONSTRUCTION SITE BEFORE THE FIRST
 INSPECTION.
  
 3) PLEASE PROVIDE (2) REPORTS WITH ORIGINAL SIGNATURES
 NOT COPIED SIGNATURES WITH EMBOSSED SEAL.
 FBC 1802.2.1 QUESTIONABLE SOILS, WHERE THE
 SAFE-SUSTAINING POWER OF THE SOIL
 IS IN DOUBT, OR WHERE A LOAD-BEARING VALUE SUPERIOR TO
 THAT SPECIFIED IN THIS CODE ISCLAIMED, 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 .
  
 4) BUILDING PROVISO:PROVIDE FLOOD ZONE ELEVATION
 CERTIFICATE FOR NEW CONSTRUCTION WITH BASE FLOOD
 ELEVATION, CITY CODE REQUIRES
 AN ADDITIONAL 6". LOCATED IN A A-O) FLOOD ZONE.
  
 5) COMPLIED.
  
 6)COMPLIED.
  
 7)BUILDING PROVISO: BILCO (ROOF HATCHES) IS CURRENTLY
 UNDER GOING TESTING WITH MIAMI-DADE AND REPORTS WILL BE
 OUT THE SECOND HALF OF 2007. THE CONTRACTOR WILL BE
 REQUIRED TO SUBMIT PRODUCT APPROVALS THAT HAVE
 ACCEPTANCE TO THIS OFFICE BEFORE A CERTIFICATE OF
 OCCUPANCY WILL BE ISSUED. IF AT TIME OF C.O. EITHER AN
 APPROVAL FROM A STATE LISTED AGENCY WILL BE REQUIRED OR
 THE CONTRACTOR SHALL APPLY FOR A LOCAL PRODUCT APPROVAL
 WITH THE CITY OF WEST PALM BEACH WITH THE SAME 10
 CRITERIA AS THE STATE APPROVALS BEFORE A CERTIFICATE OF
 OCCUPANCY WILL BE ISSUED. STATE REQUIREMENTS FOR
 STRUCTURAL COMPONENTS AS PER RULE
 9B-72.010(28), FLORIDA ADMINISTRATIVE CODE AND IS
 SUBJECT TO THE REQUIREMENTS FOR PRODUCT APPROVAL..
  
 8-14) COMPLIED.
  
 15A) THE PRODUCT APPROVALS SUBMITTED ARE UNDER THE 2001
 FBC PLEASE PROVIDE THE APPROVALS THAT ARE CURRENTLY
 UNDER THE 2004 FBC. FL BLD CODE 1609.1.4: COMPONENTS
 & CLADDING, PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT
 INSPECTOR) OF PRODUCT TESTING REPORTS, MISSING REPORTS
 ARE AS FOLLOWS:
 A) FIXED WINDOWS MISSING THE FL COVER SHEET NOA
 05-0906.05
 B) DRIVE THROUGH WINDOW- MISSING THE FL COVER SHEET NOA
 07-0503.09
 C) GLAZED DOORS- MISSING FL COVER SHEET NOA 05-0829.08
 D) EXTERIOR HOLLOW METAL DOORS- NO FL COVER SHEET NOR
 REPORT SUBMITTED
 E) ROOF HATCH WILL BE A BUILDING PROVISO
 F) TRUSS ANCHORS ? OK FL COVERSHEET AND REPORTS
 G) ROOF ASSEMBLIES:
 FLAT ROOF ? NO FL COVER
 SHEET NOR REPORT SUBMITTED, HIGHLIGHT
  
 SUBSYSTEM TO BE USED ON PROJECT.
 ROOF TILE-POLYGLASS
 NOA 06-0505.01 REQUIRES FL COVERSHEET
  
 16)PRODUCT APPROVALS SUBMITTED WITH PERMIT
 APPLICATION AFTER OCTOBER 1, 2003 ARE REQUIRED TO
 COMPLY WITH THE FLORIDA PRODUCT APPROVAL SYSTEM. FOR
 INFORMATION PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH STATEWIDE
 APPROVAL ARE REQUIRED TO BE SUBMITTED WITH A COVER
 SHEET THAT LISTS THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE STATEWIDE APPROVAL,
 SUBMIT AN APPLICATION FOR LOCAL PRODUCT APPROVAL OR
 SITE SPECIFIC FORM PER RULE 9B-72.
 WWW.FLORIDABUILDING.ORG
  
 17) WPB ADMIN CODE 106.3* PRODUCT APPROVALS. THOSE
 PRODUCT WHICH ARE REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 18-22) COMPLIED.
  
 23)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.
  
 24 ) BUILDING PROVISO: 109.3.10* IMPACT OF
 CONSTRUCTION. ALL CONSTRUCTION ACTIVITY REGULATED BY
 THIS CODE SHALL BE PERFORMED IN A MANNER SO AS NOT TO
 ADVERSELY IMPACT THE CONDITION OF ADJACENT PROPERTY,
 UNLESS SUCH ACTIVITY IS PERMITTED TO AFFECT SAID
 PROPERTY PURSUANT TO A CONSENT BY
 THE APPLICABLE PROPERTY OWNER, UNDER TERMS & CONDITIONS
 AGREEABLE TO THE APPLICABLE PROPERTY OWNER. THIS
 INCLUDESBUT IS NOT LIMITED TO THE CONTROL OF DUST,
 NOISE, WATER OR DRAINAGE RUN-OFF, DEBRIS, AND THE
 STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION
 ACTIVITY SHALL NOT ADVERSELY IMPACT HISTORIC SURFACE
 WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, & MAY
 REQUIRE SPECIAL DRAINAGE DESIGN COMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE POSITIVE PATTERNS
 OF THE AFFECTED SITES. ACCORDINGLY, DEVELOPERS,
 CONTRACTORS, AND OWNERS OF ALL NEW RESIDENTIAL
 DEVELOPMENT, INCLUDING ADDITIONS, POOLS,
 PATIOS, DRIVEWAYS, DECKS, OR SIMILAR ITEMS, ON EXISTING
 PROPERTIES RESULTING IN A DECREASE IN EXCESS OF 800SQ
 FT OF PERMEABLE LAND AREA ON ANY PARCEL SHALL AS A
 PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED
 DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A
 CERTIFICATE FROM A LICENSED ENGINEER SHALL BE SUBMITTED
 TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL OF THE
 FINAL INSPECTION.
  
 25) BUILDING PROVISO:109.3.10.1 HURRICANE PROTECTION.
 IT SHALL BE UNLAWFUL FOR ANY PERSON TO ALLOW
 CONSTRUCTION RELATED MATERIALS EQUIPMENT AND DEBRIS TO
 REMAIN LOOSE OR OTHERWISE UNSECURED AT A CONSTRUCTION
 SITE FROM 24 HRS. AFTER A HURRICANE WATCH HAS BEEN
 ISSUED UNTIL THE HURRICANE WATCH OR WARNING HAS BEEN
 LIFTED. ALL SUCH CONSTRUCTION MATERIALS,
 EQUIPMENT AND DEBRIS SHALL BE EITHER REMOVED FROM THE
 CONSTRUCTION SITE OR SECURED IN SUCH A MANNER AS TO
 MINIMIZE THE DANGER OF SUCH CONSTRUCTION MATERIALS,
 EQUIPMENT AND DEBRIS CAUSING DAMAGE TO PERSONS OR
 PROPERTY FROM HIGH WINDS. ANY PERSONS WHO FAILS TO
 COMPLY TO REMOVE OR SECURE THE CONSTRUCTION MATERIALS
 EQUIPMENT AND DEBRIS WITHIN
 24 HRS AFTER A HURRICANE WATCH HAS BEEN ISSUED SHALL BE
 SUBJECT TO A FINE NOT TO EXCEED $500.00. IN ADDITION
 TO THE ABOVE, A LICENSED CONTRACTOR WHO VIOLATES THIS
 SECTION
 SHALL BE SUBJECT TO DISCIPLINE PURSUANT TO SECTION 113
 OF THIS CHAPTER.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2007-08-18 Cont ID  
Sent By jwitmer Date 2007-08-18 Time 14:26 Rev Time 4.00
Received By jwitmer Date 2007-08-18 Time 10:56 Sent To PC
Notes
2007-08-18 14:46:33 
  
  
 MC DONALD?S 9835 OKEECHOBEE BLVD
 2ND REVIEW
  
 BUILDING PLAN REVIEW
 PERMIT: 07030860
 ADD: 9835 OKEECHOBEE BLVD
 CONT: GIL HYATT CONSTRUCTION
 TEL: (954)772-2066
 ?THE CAPITAL CITY OF THE PALM BEACHES?
  
  
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 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. PLEASE REMOVE
 VOID SHEETS FROM PLAN AND LOOSELY LAY THEM ON TOP OF
 THE SET OF PLANS MARKED VOID. THANK YOU FOR YOUR
 ANTICIPATED COOPERATION.
  
 2 ) FL S S 713.13NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT.
 NOTE: 713.13(2) IF THE WORK DESCRIBED IN THE NOTICE OF
 COMMENCEMENTIS NOT ACTUALLYCOMMENCED WITHIN 90 DAYS
 AFTER THE RECORDING THEREOF,SUCH NOTICE IS NULL &
 VOID. NOTE: 713.13(6)THE POSTING OF THE NOTICE OF
 COMMENCEMENT AT THE CONSTRUCTION SITE BEFORE THE FIRST
 INSPECTION.
  
 3)FBC 1802.2.1 QUESTIONABLE SOILS, WHERE THE
 SAFE-SUSTAINING POWER OF THE SOIL
 IS IN DOUBT, OR WHERE A LOAD-BEARING VALUE SUPERIOR TO
 THAT SPECIFIED IN THIS CODE ISCLAIMED, 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 .
  
 4) BUILDING PROVISO:PROVIDE FLOOD ZONE ELEVATION
 CERTIFICATE FOR NEW CONSTRUCTION WITH BASE FLOOD
 ELEVATION, CITY CODE REQUIRES
 AN ADDITIONAL 6". LOCATED IN A A-O) FLOOD ZONE.
  
 5) COMPLIED.
  
 6)COMPLIED.
  
 7)BUILDING PROVISO: BILCO (ROOF HATCHES) IS CURRENTLY
 UNDER GOING TESTING WITH MIAMI-DADE AND REPORTS WILL BE
 OUT THE SECOND HALF OF 2007. THE CONTRACTOR WILL BE
 REQUIRED TO SUBMIT PRODUCT APPROVALS THAT HAVE
 ACCEPTANCE TO THIS OFFICE BEFORE A CERTIFICATE OF
 OCCUPANCY WILL BE ISSUED. IF AT TIME OF C.O. EITHER AN
 APPROVAL FROM A STATE LISTED AGENCY WILL BE REQUIRED OR
 THE CONTRACTOR SHALL APPLY FOR A LOCAL PRODUCT APPROVAL
 WITH THE CITY OF WEST PALM BEACH WITH THE SAME 10
 CRITERIA AS THE STATE APPROVALS BEFORE A CERTIFICATE OF
 OCCUPANCY WILL BE ISSUED. STATE REQUIREMENTS FOR
 STRUCTURAL COMPONENTS AS PER RULE
 9B-72.010(28), FLORIDA ADMINISTRATIVE CODE AND IS
 SUBJECT TO THE REQUIREMENTS FOR PRODUCT APPROVAL..
  
 8) COMPLIED.
  
 9) 2ND REQUEST, SHEET A5.0- A5.3 ALL SHOW VARIOUS
 DETAILS INDICATING AN ASSEMBLY TYPE 1 OR 2.SOME OF
 THESE WALLS ARE BUILT OUT BUT THE FOUNDATIONS ARE NOT
 NOR IS THERE AN INSPECTION AREA LEFT OPEN.
 IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE
 INFESTATION, CLEARANCE BETWEEN EXTERIOR WALL COVERINGS
 AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING
 SHALL NOT BE LESS THAN 6 INCHES (152 MM). EXCEPTIONS:
 1.PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS
 THAN 5 / 8 INCH (17.1 MM) THICK ADHERED DIRECTLY TO THE
 MASONRY FOUNDATION SIDEWALL.
 2.ACCESS OR VEHICLE RAMPS WHICH RISE TO THE
 INTERIOR FINISH FLOOR ELEVATION FOR THE WIDTH OF SUCH
 RAMPS ONLY.
 3.A 4-INCH (102 MM) INSPECTION SPACE ABOVE PATIO
 AND GARAGE SLABS AND ENTRY AREAS.
 4.IF THE PATIO HAS BEEN SOIL TREATED FOR TERMITES
 , THE FINISH ELEVATION MAY MATCH THE BUILDING INTERIOR
 FINISH FLOOR ELEVATIONS ON MASONRY CONSTRUCTION ONLY.
 5.MASONRY VENEERS.
  
 DETAIL 2 SHEET A5.3 DOESN?T SHOW A SIDEWALK IN PLACE,
 PLEASE PROVIDE THE DETAIL OF A SIDEWALK AND THE 6?
 SPACE FOR TERMITE INSPECTIONS.
  
 10) COMPLIED WITH PREVIOUS COMMENT. SHEET A5.0 WALL
 SYSTEM 2 INDICATES THE USE OF EXTERIOR PLYWOOD,PLEASE
 REMEMBER THE 6? AIR SPACE REQUIRED FOR THE TERMITE
 INSPECTION, AND THE REQUIREMENT FOR PRESSURE TREATED
 SHEATHING WITHIN 6? OF GRADE.2304.11.2.5 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.
  
 11) COMPLIED.
  
 12)2ND REQUEST, RESPONSE COMMENCE INDICATE THERE WERE
 PRODUCT APPROVALS SUBMITTED FOR REFRIGERATORS AND
 FREEZERS, COULD NOT LOCATE?
 A4.1 PLANS INDICATE THERE SHALL BE INSTALLED A WALK IN
 COOLER AND FREEZER, NO INFORMATION WAS
 SUBMITTED.2603.4.1.3 WALK-IN COOLERS.
 IN NON-SPRINKLED BUILDINGS, FOAM PLASTIC HAVING A
 THICKNESS THAT DOES NOT EXCEED 4 INCHES (102 MM) AND A
 MAXIMUM FLAME SPREAD INDEX OF 75 IS PERMITTED IN
 WALK-IN COOLERS OR FREEZER UNITS WHERE THE AGGREGATE
 FLOOR AREA DOES NOT EXCEED 400 SQUARE FEET (37 M 2 )
 AND THE FOAM PLASTIC IS COVERED BY A METAL FACING NOT
 LESS THAN 0.032-INCH-THICK (0.81 MM) ALUMINUM OR
 CORROSION-RESISTANT STEEL HAVING A MINIMUM BASE METAL
 THICKNESS OF 0.016 INCH (0.41 MM). A THICKNESS OF UP TO
 10 INCHES (254 MM) IS PERMITTED WHERE PROTECTED BY A
 THERMAL BARRIER.
  
 13-14) COMPLIED.
  
 15A) THE PRODUCT APPROVALS SUBMITTED ARE UNDER THE 2001
 FBC PLEASE PROVIDE THE APPROVALS THAT ARE CURRENTLY
 UNDER THE 2004 FBC. FL BLD CODE 1609.1.4: COMPONENTS
 & CLADDING, PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT
 INSPECTOR) OF PRODUCT TESTING REPORTS, MISSING REPORTS
 ARE AS FOLLOWS:
 A) OK-FIXED WINDOWS, STOREFRONT- PROVIDE SHUTTER
 REPORT MEETS COMPLIANCE
 B) OK-MULLIONS PROVIDED SHUTTER REPORTS MEETS
 COMPLIANCE
 C) OK- PASS THROUGH WINDOW
 D)OK-GLAZED DOORS PROVIDED SHUTTER REPORTS MEETS
 COMPLIANCE
 E)OK- HOLLOW CORE METAL DOORS
 F)BILCO ROOF HATCH SEE TECHNICAL ADVISORY FROM BCAB
 ? BUILDING PROVISO
 G) TRUSS ANCHORS DID NOT SEE REPORT
 H) STORM SHUTTERS WILL NEED ADDITIONAL INFORMATION
 LISTED BELOW
 I) ROOF ASSEMBLIES : FLAT ROOF ?OK
 ROOF TILE- SEE
 COMMENT# 20
 UNDERLAYMENT FOR ROOF
 TILE- NOT SUBMITTED
 J) PRE-MANUFACTURED A/C STANDS- NOT SUBMITTED SHEET
 M-2 BEVERAGE SYSTEMS CONDENSING
 UNIT
 K)OK- EFIS SYSTEMS WALL SYSTEMS, NOTHING FOR MOLDINGS
  
 15B) THE CONTRACTOR HAS ELECTED TO USE NON-IMPACT
 GLAZING IN THE EXTERIOR DOORS AND WINDOWS.SHEET A4.1
 AND 5.0 DO NOT INDICATE OR HAVE BACKING TO SUPPORT
 STORM PANELS
 THE CONTRACTOR ELECTED TO USE. NOTE THE PRODUCT
 APPROVAL TECHNICAL SHEETS (TYPES OF WALL)
 CONFIGURATIONS THAT STORM PANELS WERE TESTED TO UNDER
 THE LARGE MISSILE TESTING. BOTH THE PRODUCT APPROVAL
 AND WALL DETAILS WILL NEED TO BE CORRELATED, HIGHLIGHT
 THE PRODUCT APPROVAL WALL SECTIONS TO BE USED AND
 PROVIDE WALL DETAILS ON THE ARCHITECTURAL SHEETS THAT
 WILL REFLECT THESE SAME DETAILS. NOTE IF WOOD BACKING
 IS USED THE SHEETS 9-12 DEAL WITH WOOD TYPE BACKED
 STRUCTURES. A NOTE OF CAUTION, NONE OF THE PRODUCT
 APPROVALS WERE TESTED WITH A CRUSHABLE INSULATION
 BACKING!
  
 PROVIDE STORM PANEL INFORMATION WITH INSTALLATION
 SCHEDULE AND KEY PLAN WITH
 SPECIFIC ANCHORS AND MOUNTING TO BE USED FOR ALL
 NON-IMPACT GLAZING. FBC 1606.1.4.
  
 FL BLD CODE 2001 SECTION 103.6, 1606.1.4, 1707.4 &
 3401.7.2.4.PROCEDURES: 1(B) A COMPLETE INSTALLATION
 SCHEDULE SUMMARIZING & IDENTIFYING
 OPENING SIZES, STORY HEIGHTS, UNIT MARK NUMBERS, UNIT
 SPANS/WIDTHS, UNIT STORM BAR REINFORCING REQUIREMENTS,
 WALL PRESSURE ZONES, SLAT TYPES, ETC., SHALL BE
 SUBMITTED AT TIME OF PERMIT APPLICATIONTO FACILITATE
 PLAN REVIEW AND PERMIT ISSUANCE.
  
 INDICATE ON THE FLOOR PLAN THE LOCATION WHERE STORM
 SHUTTERS WILL BE SECURED & STORED. 106.1.2*
  
  
  
  
 16)PRODUCT APPROVALS SUBMITTED WITH PERMIT
 APPLICATION AFTER OCTOBER 1, 2003 ARE REQUIRED TO
 COMPLY WITH THE FLORIDA PRODUCT APPROVAL SYSTEM. FOR
 INFORMATION PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH STATEWIDE
 APPROVAL ARE REQUIRED TO BE SUBMITTED WITH A COVER
 SHEET THAT LISTS THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE STATEWIDE APPROVAL,
 SUBMIT AN APPLICATION FOR LOCAL PRODUCT APPROVAL OR
 SITE SPECIFIC FORM PER RULE 9B-72.
 WWW.FLORIDABUILDING.ORG
  
 17) WPB ADMIN CODE 106.3* PRODUCT APPROVALS. THOSE
 PRODUCT WHICH ARE REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 18-19) COMPLIED.
  
 20) 2ND REQUEST, FOR THE MISSION "S" ROOF TILE PLEASE
 CIRCLE WHICH FASTENING METHOD WILL BE USED TO CHECK
 UPLIFT FACTORS.
  
 21) PLEASE PROVIDE HIP AND RIDGE ATTACHMENT FOR THE
 MISSION "S" CONCRETE RIDGE TILE AND TYPE OF HIP OR
 RIDGE BOARD TO BE USED AND THE TYPE OF FASTENERS FOR
 THE HIP BOARD. 1507.3.7 ATTACHMENT.
 CLAY AND CONCRETE ROOF TILES SHALL BE FASTENED IN
 ACCORDANCE WITH SECTION 1609 OR IN ACCORDANCE WITH FRSA
 /RTI INSTALLATION MANUAL.
 1507.3.8 APPLICATION.
 TILE SHALL BE APPLIED ACCORDING TO THE MANUFACTURER?S
 INSTALLATION INSTRUCTIONS OR RECOMMENDATIONS OF THE
 FRSA /RTI 07320-05.
  
 22) 2ND REQUEST PLEASE PROVIDE EFIS MOLDING SYSTEM
 INFORMATION FOR ADHERING MOLDING TO THE WALL. 106.1.2
 ADDITIONAL INFORMATION REQUIRED.
  
 23)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.
  
 24 ) 109.3.10* IMPACT OF CONSTRUCTION. ALL CONSTRUCTION
 ACTIVITY REGULATED BY THIS CODE SHALL BE PERFORMED IN A
 MANNER SO AS NOT TO ADVERSELY IMPACT THE CONDITION OF
 ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS PERMITTED TO
 AFFECT SAID PROPERTY PURSUANT TO A CONSENT BY
 THE APPLICABLE PROPERTY OWNER, UNDER TERMS & CONDITIONS
 AGREEABLE TO THE APPLICABLE PROPERTY OWNER. THIS
 INCLUDESBUT IS NOT LIMITED TO THE CONTROL OF DUST,
 NOISE, WATER OR DRAINAGE RUN-OFF, DEBRIS, AND THE
 STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION
 ACTIVITY SHALL NOT ADVERSELY IMPACT HISTORIC SURFACE
 WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, & MAY
 REQUIRE SPECIAL DRAINAGE DESIGN COMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE POSITIVE PATTERNS
 OF THE AFFECTED SITES. ACCORDINGLY, DEVELOPERS,
 CONTRACTORS, AND OWNERS OF ALL NEW RESIDENTIAL
 DEVELOPMENT, INCLUDING ADDITIONS, POOLS,
 PATIOS, DRIVEWAYS, DECKS, OR SIMILAR ITEMS, ON EXISTING
 PROPERTIES RESULTING IN A DECREASE IN EXCESS OF 800SQ
 FT OF PERMEABLE LAND AREA ON ANY PARCEL SHALL AS A
 PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED
 DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A
 CERTIFICATE FROM A LICENSED ENGINEER SHALL BE SUBMITTED
 TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL OF THE
 FINAL INSPECTION.
  
 25)109.3.10.1 HURRICANE PROTECTION. IT SHALL BE
 UNLAWFUL FOR ANY PERSON TO ALLOW CONSTRUCTION RELATED
 MATERIALS EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR
 OTHERWISE UNSECURED AT A CONSTRUCTION SITE FROM 24 HRS.
 AFTER A HURRICANE WATCH HAS BEEN ISSUED UNTIL THE
 HURRICANE WATCH OR WARNING HAS BEEN LIFTED. ALL SUCH
 CONSTRUCTION MATERIALS,
 EQUIPMENT AND DEBRIS SHALL BE EITHER REMOVED FROM THE
 CONSTRUCTION SITE OR SECURED IN SUCH A MANNER AS TO
 MINIMIZE THE DANGER OF SUCH CONSTRUCTION MATERIALS,
 EQUIPMENT AND DEBRIS CAUSING DAMAGE TO PERSONS OR
 PROPERTY FROM HIGH WINDS. ANY PERSONS WHO FAILS TO
 COMPLY TO REMOVE OR SECURE THE CONSTRUCTION MATERIALS
 EQUIPMENT AND DEBRIS WITHIN
 24 HRS AFTER A HURRICANE WATCH HAS BEEN ISSUED SHALL BE
 SUBJECT TO A FINE NOT TO EXCEED $500.00. IN ADDITION
 TO THE ABOVE, A LICENSED CONTRACTOR WHO VIOLATES THIS
 SECTION
 SHALL BE SUBJECT TO DISCIPLINE PURSUANT TO SECTION 113
 OF THIS CHAPTER.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2007-05-08 Cont ID  
Sent By jwitmer Date 2007-05-08 Time 16:20 Rev Time 5.55
Received By jwitmer Date 2007-05-08 Time 16:20 Sent To FIRE
Notes
2007-05-08 16:55:19 
  
 BUILDING PLAN REVIEW
 PERMIT: 07030860
 ADD: 9835 OKEECHOBEE BLVD
 CONT: GIL HYATT CONSTRUCTION
 TEL: (954)772-2066
  
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 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.PLEASE REMOVE VOID
 SHEETS FROM PLAN AND LOOSLEY LAY THEM ON TOP OF THE SET
 OF PLANS MARKED VOID. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 2 ) FL S S 713.13
 NOTICE OF COMMENCEMENT, TO BE FILED WITH THE CLERK OF
 THE COURT.
 NOTE: 713.13(2) IF THE WORK DESCRIBED IN THE NOTICE OF
 COMMENCEMENT
 IS NOT ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE
 RECORDING THEREOF,
 SUCH NOTICE IS NULL & VOID. NOTE: 713.13(6)THE
 POSTING OF THE NOTICE
 OF COMMENCEMENT AT THE CONSTRUCTION SITE BEFORE THE
 FIRST INSPECTION.
  
 3)FBC 1802.2.1 QUESTIONABLE SOILS,
 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 .
  
 4)PROVIDE FLOOD ZONE ELEVATION
 CERTIFICATE FOR NEW CONSTRUTION WITH
 BASE FLOOD ELEVATION, CITY CODE REQUIRES
 AN ADDITIONAL 6". LOCATED IN A A-) FLOOD ZONE.
  
 5) SHEET C-5INDICATES AN ASSUMED LEASE LINE, SINCE
 LOCATED THIS WAY THIS WILL ALSO BE THE ASSUMED PROPERTY
 LINE BETWEEN THE TWO BUILDINGS. PLEASE PROVIDE THE
 ACTUAL DISTANCE BOTH BUILDINGS ARE LOCATED FROM THE
 ASSUMED LEASE LINE FOR TABLE 602 & TABLE 704.8.
  
 6)SHEET A1.4 NOTE# 5 REFERENCES ROOF TOP MECHANICAL
 EQUIPMENT REQUIREMENTS THE WRONG FLORIDA CODE IS
 REFERENCED AND TABLE OR ARTICLE NUMBER, PLEASE
 CORRECT.
  
 7) SHEET A1.4 INDICATES THE USE OF A BILCO ROOF HATCH,
 CURRENTLY THERE IS NO PRODUCTS ON THE MARKET THAT MEET
 THE STATE REQUIREMENTS FOR STRUCTURAL COMPONENTSAS PER
 RULE 9B-72.010(28), FLORIDA ADMINISTRATIVE CODE AND IS
 SUBJECT TO THE REQUIREMENTS FOR PRODUCT APPROVAL. SEE
 ATTACHMENT.
  
 8) SHEET A2.0 & A2.1THE PLAN INDICATES A DESIGN
 OPENING PRESSURE SCHEDULE FOR OPENINGS, ALL PRESSURES
 ARE LOW FOR POSITIVE AND NEGATIVE VALUES FOR A "B"
 ZONE
  
 LOCATION. SEE TABLE 1609.6.2.1(2) SEE BLUE SHEETS OR
 2006 CODE REVISIONS!!!
  
 9)SHEET A5.0- A5.3 ALL SHOW VARIOUS DETAILS
 INDICATING AN ASSEMBLY TYPE 1 OR 2.SOME OF THESE
 WALLS ARE BUILT OUT BUT THE FOUNDATIONS ARE NOT NOR IS
 THERE AN INSPECTION AREA LEFT OPEN.
 IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE
 INFESTATION, CLEARANCE BETWEEN EXTERIOR WALL COVERINGS
 AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING
 SHALL NOT BE LESS THAN 6 INCHES (152 MM). EXCEPTIONS:
 1.PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS
 THAN 5 / 8 INCH (17.1 MM) THICK ADHERED DIRECTLY TO THE
 MASONRY FOUNDATION SIDEWALL.
 2.ACCESS OR VEHICLE RAMPS WHICH RISE TO THE
 INTERIOR FINISH FLOOR ELEVATION FOR THE WIDTH OF SUCH
 RAMPS ONLY.
 3.A 4-INCH (102 MM) INSPECTION SPACE ABOVE PATIO
 AND GARAGE SLABS AND ENTRY AREAS.
 4.IF THE PATIO HAS BEEN SOIL TREATED FOR TERMITES
 , THE FINISH ELEVATION MAY MATCH THE BUILDING INTERIOR
 FINISH FLOOR ELEVATIONS ON MASONRY CONSTRUCTION ONLY.
 5.MASONRY VENEERS.
  
 10) SHEET A5.0 WALL ASSEMBLY# 2 ALSO INDICATES THAT
 ALUCOBOND MAY ALSO BE USED, PLEASE PROVIDE THE PRODUCT
 APPROVAL FOR SAID PRODUCT. THE BACKING OF SAID WALLS
 INDICATES FOAM.2603.4.1.4 EXTERIOR WALLS?ONE-STORY
 BUILDINGS.
 FOR ONE-STORY BUILDINGS, FOAM PLASTIC HAVING A FLAME
 SPREAD INDEX OF 25 OR LESS, AND A SMOKE-DEVELOPED INDEX
 OF NOT MORE THAN 450, SHALL BE PERMITTED WITHOUT
 THERMAL BARRIERS IN OR ON EXTERIOR WALLS IN A THICKNESS
 NOT MORE THAN 4 INCHES (102 MM) WHERE THE FOAM PLASTIC
 IS COVERED BY A THICKNESS OF NOT LESS THAN
 0.032-INCH-THICK (0.81 MM) ALUMINUM OR
 CORROSION-RESISTANT STEEL HAVING A BASE METAL THICKNESS
 OF 0.0160 INCH (0.41 MM) AND THE BUILDING IS EQUIPPED
 THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN
 ACCORDANCE WITH SECTION 903.3.1.1 .
  
  
  
 11)NOTE: SHEET A2.0 & A2.1 BOTH INDICATE THE USE OF
 METAL AWNINGS, PLANS INDICATE THEY ARE TO BE UNDER
 SEPERATE PERMIT, TO BE REVIEWED UNDER A SEPERATE
 PERMIT.
  
 12) A4.1 PLANS INDICATE THERE SHALL BE INSTALLED A WALK
 IN COOLER AND FREEZER, NO INFORMATION WAS
 SUBMITTED.2603.4.1.3 WALK-IN COOLERS.
 IN NONSPRINKLERED BUILDINGS, FOAM PLASTIC HAVING A
 THICKNESS THAT DOES NOT EXCEED 4 INCHES (102 MM) AND A
 MAXIMUM FLAME SPREAD INDEX OF 75 IS PERMITTED IN
 WALK-IN COOLERS OR FREEZER UNITS WHERE THE AGGREGATE
 FLOOR AREA DOES NOT EXCEED 400 SQUARE FEET (37 M 2 )
 AND THE FOAM PLASTIC IS COVERED BY A METAL FACING NOT
 LESS THAN 0.032-INCH-THICK (0.81 MM) ALUMINUM OR
 CORROSION-RESISTANT STEEL HAVING A MINIMUM BASE METAL
 THICKNESS OF 0.016 INCH (0.41 MM). A THICKNESS OF UP TO
 10 INCHES (254 MM) IS PERMITTED WHERE PROTECTED BY A
 THERMAL BARRIER.
  
 13)S0.1 GOVERNING CODE NOTEA FLORIDA 2004 FBC WITH
 2006 REVISIONS, PLEASE CORRECT.
  
 14) S0.2 WIND PRESSURES ARE LOW IN WALL ZONE (4)
 NEGATIVE PRESSURES) SEE BLUE SHEETS 2005 REVISIONS.
 TABLE 1609.6.2.1(2)
  
 15) THE PRODUCT APPROVALS SUBMITTED ARE UNDER THE 2001
 FBC PLEASE PROVIDE THE APPROVALS THAT ARE CURRENTLY
 UNDER THE 2004 FBC. FL BLD CODE 1609.1.4: COMPONENTS
 & CLADDING, PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT
 INSPECTOR) OF PRODUCT TESTING REPORTS,MISSING REPORTS
 ARE AS FOLLOWS:
 A) FIXED WINDOWS, STOREFRONT
 B) MULLIONS
 C) OPERABLE WINDOWS
 D) GLAZED DOORS PASS THROUGHS
 E)HOLLOW CORE METAL DOORS
 F)BILCO ROOF HATCH SEE TECHNICAL ADVISORY FROM BCAB
 G) TRUSS ANCHORS
 H) STORM SHUTTERS (POSSIBLY)
 I) ROOF ASSEMBLIES
 J) PRE-MANUFACTURED A/C STANDS
 K) EFIS SYSTEMS
  
 16)PRODUCT APPROVALS SUBMITTED WITH
 PERMIT APPLICATION AFTER OCTOBER 1, 2003
 ARE REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 17)
 ) WPB ADMIN CODE 106.3* PRODUCT
 APPROVALS. THOSE PRODUCT WHICH ARE
 REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL.
  
 18)1707.4.5.2 MULLIONS SHALL BE DESIGN-
 ED TO TRANSFER THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW OR DOOR ASSEMBLIES
 TO THE ROUGH OPENING SUBTRATE.
  
 19)) THIS ROOF IS MISSING OR NOT IN
 COMPLIANCE WITH THE FOLLOW ITEMS:
 _X__ CONTRACTOR DID NOT PROVIDE THE MEAN
 ROOF HEIGHT.
  
 ___ CONTRACTOR DID NOT INDICATE THE ROOF
 PITCH.
  
 _X__ CONTRACTOR FAILED TO INDICATE WHICH
 SYSTEM TO BE USED.
  
 _X__ THE SYSTEM PROVIDED HAS A LOW
 PRESSURE FOR ZONE 2& 3___ .
  
 _X__ THE SYSTEM PROVIDED STATES
 LIMITATION# 7, SHOULD THE FASTENER
 RESISTANCE BE LESS THAN THAT
 REQUIRED, AS DETERMINED BY THE
 BUILDING OFFICIAL, A REVISED
 FASTENER SPACING, PLEASE PROVIDE
 THE RAS 117 CALCULATION.
  
 _X__THE SYSTEM PROVIDED INDICATES
 LIMITATION# 9, NO ENHANCED
 FASTENING ALLOWED.
  
 20)FOR THE MISSION "S" ROOF TILE PLEASE CIRCLE WHICH
 FASTENING METHOD WILL BE USED
 TO CHECK UPLIFT FACTORS.
  
 21) PLEASE PROVIDE HIP AND RIDGE ATTACHMENT FOR THE
 MISSION "S" CONCRETE RIDGE TILE AND TYPE OF HIP OR
 RIDGE BOARD TO BE USED AND THE TYPE OF FASTENERS FOR
 THE HIP BOAAD. 1507.3.7 ATTACHMENT.
 CLAY AND CONCRETE ROOF TILES SHALL BE FASTENED IN
 ACCORDANCE WITH SECTION 1609 OR IN ACCORDANCE WITH FRSA
 /RTI INSTALLATION MANUAL.
 1507.3.8 APPLICATION.
 TILE SHALL BE APPLIED ACCORDING TO THE MANUFACTURER?S
 INSTALLATION INSTRUCTIONS OR RECOMMENDATIONS OF THE
 FRSA /RTI 07320-05.
  
 22)PLEASE PROVIDE EFIS MOLDING SYSTEM INFORMATION FOR
 ADHERRING MOLDING TO THE WALL. 106.1.2 ADDITIONAL
 INFORMATION REQUIRED.
  
 23)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.
  
 24 ) 109.3.10* IMPACT OF CONSTRUCTION.
 ALL CONSTRUCTION ACTIVITY REGULATED BY
 THIS CODE SHALL BE PERMORMED IN A MANNER
 SO AS NOT TO ADVERSELY IMPACT THE
 CONDITION OF ADJACENT PROPERTY, UNLESS
 SUCH ACTIVITY IS PERMITTED TO AFFECT
 SAID PROPERTY PURSUANT TO A CONSENT BY
 THE APPLICABLE PROPERTY OWNER, UNDER
 TERMS & CONDITIONS AGREEABLE TO THE
 APPLICABLE PROPERTY OWNER.THIS INCLUDES
 BUT IS NOT LIMITED TO THE CONTROL OF
 DUST, NOISE, WATER OR DRAINAGE RUN-OFF,
 DEBRIS, AND THE STORAGE OF CONSTRUCTION
 MATERIALS. NEW CONSTRUCTION ACTIVITY
 SHALL NOT ADVERSELY IMPACT HISTORIC
 SURFACE WATER DRAINAGE FLOWS SERVING
 ADJACENT PROPERTIES, & MAY REQUIRE
 SPECIAL DRAINAGE DESIGN COMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED SITES. ACCORDINGLY,
 DEVELOPERS, CONTRACTORS,
 AND OWNERS OF ALL NEW RESIDENTIAL
 DEVELOPMENT, INCLUDING ADDITIONS, POOLS,
 PATIOS, DRIVEWAYS, DECKS, OR SIMILAR
 ITEMS, ON EXISTING PROPERTIES RESULTING
 IN A DECREASE IN EXCESS OF 800SQ FT OF
 PERMEABLE LAND AREA ON ANY PARCELL SHALL
 AS A PERMIT CONDITION, PROVIDE A
 PROFESSIONALLY PREPARED DRAINAGE PLAN
 CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE
 IMPROVEMENT, A CERTIFICATE FROM A
 LICENSED ENGINEER SHALL BE SUBMITTED TO
 THE INSPECTOR IN ORDER TO RECEIVE
 APPROVAL OF THE FINAL INSPECTION.
  
 25)109.3.10.1 HURICANE PROTECTION.
 IT SHALL BE UNLAWFUL FOR ANY PERSON TO
 ALLOW CONSTRUCTION RELATED MATERIALS
 EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR
 OTHERWISE UNSECURED AT A CONSTRUCTION
 SITE FROM 24 HRS. AFTER A HURRICANE
 WATCH HAS BEEN ISSUED UNTIL THE
 HURRICANE WATCH OR WARNING HAS BEEN
 LIFTED. ALL SUCH CONSTRUCTION MATERIALS,
 EQUIPMENT AND DEBRIS SHALL BE EITHER
 REMOVED FROM THE CONSTRUCTION SITE OR
 SECURED IN SUCH A MANNER AS TO MINIMIZE
 THE DANGER OF SUCH CONSTRUCTION
 MATERIALS, EQUIPMENT AND DEBRIS CAUSING
 DAMAGE TO PERSONS OR PROPERTY FROM HIGH
 WINDS.
 ANY PERSONS WHO FAILS TO COMPLY TO
 REMOVE OR SECURE THE CONSTRUCTION
 MATERIALS EQUIPMENT AND DEBRIS WITHIN
 24 HRS AFTER A HURRICANE WATCH HAS BEEN
 ISSUED SHALL BE SUBJECT TO A FINE NOT TO
 EXCEED $500.00.
 IN ADDITION TO THE ABOVE, A LICENSED
 CONTRACTOR WHO VIOLATES THIS SECTION
 SHALL BE SUBJECT TO DISCIPLINE PURSUANT
 TO SECTION 113 OF THIS CHAPTER.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2007-10-26 Cont ID  
Sent By dpalmer Date 2007-10-26 Time 12:14 Rev Time 0.00
Received By dpalmer Date 2007-10-26 Time 12:14 Sent To  
Notes
2007-10-26 12:17:13REV FOR ELEC E1, E-2, E-3, E-7
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2007-09-18 Cont ID  
Sent By dpalmer Date 2007-09-18 Time 14:44 Rev Time 0.00
Received By dpalmer Date 2007-09-18 Time 14:44 Sent To I
Notes
2007-09-18 14:46:30***PLANS WERE REMOVED FROM INCOMING DUE TO THE DATED
 ORDER IN WHICH ELECTRICAL REVIEW IS UP TO.
 **PLANS WERE ROUTED BACK TO INCOMING/TABLE WAITING FOR
 COMM BOARD SPACE.
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2007-07-04 Cont ID  
Sent By dpalmer Date 2007-07-04 Time 12:31 Rev Time 0.00
Received By dpalmer Date 2007-07-04 Time 10:43 Sent To I
Notes
2007-07-04 12:32:032007-07-04 12:32:03
 ** UNSAT 2ND REVIEW **
  
 ** PLEASE SEE SOME COMMENTS FROM PREVIOUS REVIEW ARE
 STILL IN NEED OF ADDRESSING.
  
  
 PROPOSED MCDONALDS
 9835 OKEECHOBEE BLVD.
  
 1) NOTE: PLEASE SEE THE RESPONSE LETTER FROM THE
 ENGINEER DOES NOT CORRELATE WITH THE REVIEW NOTES AS
 PREVIOUSLY GIVEN AND THEREFORE SOME OF THE RESPONSES
 AND NOTES DO NOT COORDINATE WITH THE ACTUAL NOTES
 PREVIOUSLY TYPED AND GIVEN BY THIS REVIEWER. PLEASE SEE
 FOR EXAMPLE, NOTE #5, NOTE #6, NOTE #7 ETC.
  
 2) NOTE: 2ND TIME NOTED.
 PLEASE SEE THE ENERGY CALCULATIONS AS SUBMITTED DO NOT
 CORRELATE WITH PLANS.
 PLEASE SEE THE ADDRESS AS LISTED ON ALL SHEETS OF THE
 ENERGY CALCULATIONS INCLUDING SUMMARY SHEETS INDICATES
 2721 OKEECHOBEE BLVD WHICH IS NOT THE ADDRESS OF THE
 BUILDING BEING PROPOSED.
 PLEASE SEE THE SUMMARY SHEETS FOR EXTERIOR LIGHTING
 WHICH INDICATES A TOTAL OF 0 FOR DESIGN WATTAGE AND 0
 FOR ALLOWANCE?HOW IS THIS POSSIBLE WHEN THERE ARE
 FIXTURES IN DESIGN OF PROJECT?
 PLEASE SEE THE INPUT DATA REPORT WHICH DOES NOT
 COORDINATE WITH THE LIGHTING AS SHOWN ON PLANS. PLEASE
 SEE THE EXTERIOR LIGHTING INPUT DATA, AS THE NUMBER OF
 FIXTURES, THE WATTAGE AND THE TYPES DO NOT CORRELATE
 WITH PLANS.
 PLEASE SEE THE INPUT DATA REPORT FOR INTERIOR LIGHTING
 AS THIS ALSO NEEDS TO CORRELATE WITH THE PLANS AND
 FIXTURE LEGEND AS SUBMITTED. PLEASE COORDINATE THE
 TYPES OF LUMINARIES, THE NUMBER OF LUMINARIES UNDER
 EACH AND THE WATTAGE OF EACH WITH THE FIXTURE LEGEND
 AND PLANS.
 ** PLEASE BE SURE THE CERTIFICATION SHEET IS SIGNED,
 DATED AND SEALED AS REQUIRED.
 PLEASE SEE 13-415.1.A
 13-103.1.1.1
  
 ** PREVIOUS REVIEW NOTE **
 PLEASE SEE 2004 FBC W/ 2006 REVISION FOR CHAPTER 13.
 PLEASE SEE 13-415.1.AB.1.1, 13-415.2 AS THE ENERGY
 CALCULATIONS DO NOT COORDINATE WITH THE ELECTRICAL
 PLANS FOR THE FIXTURES, AMOUNT OF FIXTURES, ETC. PLEASE
 SEE PLANS INDICATE OVER 100PLUS FIXTURES, AND
 CALCULATIONS ONLY INDICATE 30?
 PLEASE SEE NO INFORMATION ENTERED FOR EXTERIOR
 LIGHTING, YET PLANS INDICATE NUMEROUS EXTERIOR LIGHTS?
 PLEASE SEE THE WATTAGE AND FIXTURES DO NOT CORRELATE.
 ** THERE ARE SEVERAL ITEMS NOT LISTED AND A COMPLETE
 REVIEW FOR CODE COMPLIANCE CAN NOT BE DONE AT THIS
 TIME.
  
 3) NOTE: CHECK ALL EQUIPMENT AND OVER CURRENT
 PROTECTION AS NOTED ON EQUIPMENT SCHEDULE WITH THAT OF
 THE OVER CURRENT PROTECTION ON PANEL SCHEDULES. PLEASE
 ALSO CHECK FOR GFI PROTECTION.
 EXAMPLE: PLEASE SEE CIRCUITS AP1 9 AND 11, INDICATES
 20AMP, YET EQUIPMENT SCHEDULE SHOWS 15AMP.
 PLEASE BE SURE TO INDICATE 210.8B2
  
 ** PREVIOUS REVIEW NOTE**
 PLEASE SEE 2005 NEC 210.8B2 FOR ALL 15/20AMP, 120V
 RECEPTACLES IN KITCHEN/FOOD PREPARATION AREAS TO BE
 GFI/GFI PROTECTED.
 PLEASE SEE THE SECTION OF CODE NOTED ON PLANS IS NOT
 COMPLETE WITH THE SECTION AS NOTED.
 PLEASE ALSO SEE THAT NOT ALL CIRCUITS AS REQUIRED
 INDICATE THE PROTECTION.
 PLEASE SEE SOME CIRCUITS INDICATE PROTECTION WHERE NOT
 REQUIRED?
 PLEASE COORDINATE.
  
 4) NOTE:THIS COMMENT REMAINS AS NO CHANGES WERE MADE
 TO PERMIT APPLICATION OR SCOPE. NO RESPONSE WAS MADE??
 PLEASE SEE THE VALUE FOR COMPLETE SCOPE OF WORK APPLIED
 FOR SHALL INCLUDE ALL LABOR, MATERIALS, PERMANENTLY
 INSTALLED EQUIPMENT, DESIGN COST ETC EVEN IF ANY OF
 THESE ITEMS ARE OWNER SUPPLIED. FBC ADMIN SECTION
 108.3
  
 ** PREVIOUS REVIEW NOTE**PLEASE SEE THE VALUE FOR THE
 COMPLETE SCOPE OF WORK FOR THIS NEW BUILDING SHALL
 INCLUDE ALL LABOR AND MATERIALS. PLEASE KNOW THAT EVEN
 EQUIPMENT SUCH AS KITCHEN, A/C ETC WHICH MAY BE OWNER
 SUPPLIED IS TO BE INCLUDED IN VALUE.
 FBC 108.3.
  
 5) NOTE: PLEASE SEE PREVIOUS NOTE #7. THE EXCEPTION IN
 THE NEC UNDER 700.12F FOR ALLOWANCE OF CIRCUITING AS
 SHOWN MENTIONS 3 OR MORE CIRCUITS IN ANY SEPARATE AND
 UN-INTERRUPTED LOCATION. PLEASE SEE THE RESPONSE
 MENTIONS COMMENTS WITH RESPECT TO THE *INTENT* OF THE
 CODE WHICH IS UNDERSTOOD HOWEVER THE NUMBER OF CIRCUITS
 AND THE UN-INTERRUPTED SPACES IS NOT PRESENT ON PLANS
 IN SOME OF THESE AREAS.
  
 ** PREVIOUS REVIEW NOTE **
 PLEASE COMPLETE CIRCUITING ON PLANS FOR ALL EMERGENCY
 LIGHTS AND EXIT LIGHTS.
 PLEASE SEE 700.12F AS THE EM/EXT LIGHTS SHALL BE
 CIRCUITED TO THE LOCAL LIGHTING IN ANY ONE AREA. PLEASE
 COMPLETE ON PLANS.
 THE NOTE ON E-3 FOR EMERGENCY NOTES #1 DOES NOT MEET
 THE CODE AND SECTION AS NOTED.
 PLEASE ADJUST PLANS AND NOTES.
  
 6) NOTE: PLEASE SEE PREVIOUS NOTE #8 WHICH REQUESTED
 ADJUSTMENT FOR WATER HEATER. PLEASE SEE THE RESPONSE
 MENTIONS THE BRANCH CIRCUIT IS SIZED FOR 125% (TYPED AS
 12% IN RESPONSE)(MISPRINT). PLEASE SEE THE NEC CHANGED
 AND THIS INCLUDE THE LOADS IN LOAD CALCULATIONS TO ALSO
 BE SHOWN AND FIGURED AT 125%. THE WATER HEATER LOAD IS
 SHOWN AS 18KW, (ENERGY CALCULATIONS DOES NOT CORRELATE)
 AND THE LOAD SUMMARY DOES NOT INDICATE IF THIS IS THE
 125%. PLEASE SEE FOLLOWING TEXT WHICH HAS BEEN
 EXTRACTED FROM THE NEC COMMENTARY.
 **THE REVISION TO 422.13 SPECIFICALLY IDENTIFIES AN
 ELECTRIC WATER HEATER WITH A STORAGE CAPACITY OF 120
 GAL OR LESS AS A CONTINUOUS LOAD. THIS REVISION
 REQUIRES THE BRANCH CIRCUIT OVERCURRENT DEVICE AND
 CONDUCTORS TO BE SIZED BASED ON 125 PERCENT OF THE
 WATER HEATER NAMEPLATE RATING UNLESS THE OVERCURRENT
 DEVICE AND THE ASSEMBLY IT IS INSTALLED IN ARE LISTED
 TO BE USED AT 100 PERCENT OF ITS CONTINUOUS CURRENT
 RATING. IN ADDITION, FEEDERS AND SERVICES THAT SUPPLY
 WATER HEATER BRANCH CIRCUITS ARE ALSO IMPACTED BY THE
 FACT THAT THIS TYPE OF EQUIPMENT IS CONSIDERED TO BE A
 CONTINUOUS LOAD.**
  
 PLEASE 422.13 AS THE CHANGES IN THE 2005 NEC REQUIRES
 THE WATER HEATER LOAD TO BE FIGURED IN THE CALCULATIONS
 AT 125%.
 PLEASE ADJUST CALCULATIONS.
  
 7) NOTE:THIS NOTE REMAINS AS LOADS AND INFORMATION
 FOR NOTES ABOVE WILL NEED TO BE ADJUSTED.
 PLEASE SEE NO LOAD SUMMARY WAS SUBMITTED INDICATING HOW
 LOADS WERE DERIVED.
 EX: 12 RECEPTS AT 180VA ETC
  
 ** PREVIOUS REVIEW NOTE **
 PLEASE PROVIDE MORE DETAIL ON THE LOAD SUMMARY FOR THE
 LOAD CALCULATIONS.
 PLEASE SEE NOTE ABOVE AS THIS WILL ALSO AFFECT THE
 LOAD.
 PLEASE KNOW AT THIS TIME THE LOADS ARE NOT CLEAR AS NOT
 ALL LOADS ARE FIGURED IN WITH KITCHEN EQUIPMENT AND NOT
 SURE WHERE AND HOW THE OTHER LOADS ARE BEING DONE OR
 FIGURED.
 FBC 106.1.3.5.1.2, 106.1.2. NEC 220.
  
 8) NOTE:SAME NOTE AS NOTE #10 ON PREVIOUS REVIEW. NO
 RESPONSE TO THIS NOTE OR CHANGES TO NOTES ON
 PLANS/PANEL SCHEDULES.
  
 ** PREVIOUS REVIEW NOTE **
 PLEASE KNOW THAT ANY LOCK ON/OFF DEVICES WILL BE
 REQUIRED TO HAVE THE DEVICE BE AN INTEGRAL PART OF THE
 BREAKER. THE DEVICES WHICH *SNAP/CLIP* ON TO BREAKERS
 AND ARE READILY REMOVED OR FALL OF WHEN PANEL COVERS
 ARE REMOVED ARE NOT APPROVED BY THIS AHJ. PLEASE ADJUST
 NOTE TO STATE *THE DEVICE SHALL BE AN INTEGRAL PART OF
 THE BREAKER* OR WORDS TO THAT AFFECT. 110.3, 90.4.
  
 9) NOTE: PLEASE SEE FS 553.80(2)(B) WITH RESPECT TO
 REPEAT COMMENTS. THIS IS ONLY A NOTICE GIVEN AT THIS
 TIME.
 ONE SET OF ELECTRICAL PLANS AND ENERGY CALCULATIONS ARE
 BEING RETAINED.
  
 * ** IMPORTANT**
 ONCE ALL REVIEWS ARE DONE AND PLANS ARE
 PICKED UP FOR CORRECTIONS, PLEASE BE
 SURE TO COMPLETELY REMOVE ALL OLD/VOIDED
 SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW
 AND STAMPING. DO NOT LEAVE ANY
 OLD/VOIDED SHEETS IN SETS.
 PLEASE KNOW ONLY ONE SET OF THE
 OLD/VOIDED SHEETS SHOULD BE SUBMITTED
 FOR REFERENCE.
 THIS WILL HELP IN THE REVIEW PROCESS AND
 AVOID ANY DELAYS.
  
 ** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR
 COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF
 THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,
 NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO
 NOT HESITATE IN CONTACTING THIS OFFICE AND THIS
 REVIEWER.
  
 ** PLEASE BE SURE TO SEE ANY COMMENTS FROM OTHER TRADES
 WHICH MAY AFFECT ELECTRICAL PLANS AND DESIGN CHANGES.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
2007-07-04 10:44:442007-07-04 10:44:44
 PLANS REMOVED FROM INCOMING. PLANS WILL BE RETURNED TO
 INCOMING WAITING FOR COMM BOARD ONCE ELECTRICLA REVIEW
 IS COMPLETED.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2007-04-03 Cont ID  
Sent By dpalmer Date 2007-04-03 Time 10:31 Rev Time 0.00
Received By dpalmer Date 2007-04-02 Time 14:58 Sent To  
Notes
2007-04-03 10:32:24** UNSAT**
  
 PROPOSED MCDONALDS
 9835 OKEECHOBEE BLVD.
  
 1) NOTE: PLEASE BE SURE ONCE THE ADDRESSED IS VERIFIED
 THAT THE TITLE BLOCKS ON PLANS ARE CORRECTED TO INCLUDE
 THE ADDRESS LOCATION. AT THIS TIME THE ADDRESS IN OUR
 SYSTEM IS BEING SHOWN AS 9835 OKEECHOBEE. ONE ANY SHEET
 OF PLANS WHICH DOES NOT HAVE TO HAVE CORRECTIONS MADE,
 THEN THE ADDRESS CAN BE ADDED TO THE EXISTING SHEET.
 THIS WOULD ONLY BE FOR ANY SHEETS WHICH DO NOT NEED TO
 BE CHANGED OR CORRECTED.
 61G1-16.004, 61G15-23.002
  
 2) NOTE: PLEASE SEE THAT AS OF DECEMBER 8TH, 2006 THE
 STATE OF FLORIDA ADOPTED NEW CODES AS FOLLOWS. 2004 FBC
 W/2006 REVISIONS.
 2005 NFPA-70
 OTHER CODES RELEVANT AND TO BE PLACED ON PLANS. 2003
 NFPA-101
 2002 NFPA-72
  
 ** PLEASE SEE PLANS AS THERE ARE LOCATIONS WHICH LIST A
 2004 ELECTRICAL CODE.
 PLEASE SEE NUMEROUS LOCATIONS ON PLANS WHICH INDICATE
 THE 2002 NEC/NFPA-70.
 PLEASE SEE SEVERAL CODE SECTIONS AS REFLECTED ON PLANS
 FOR ARTICLES FROM THE 2002 NEC, WHERE THE CODE SECTIONS
 HAVE CHANGED IN THE 2005 NEC.
 *EXAMPLE, SEE LOAD CALCULATIONS, GROUNDING DETAILS,
 ETC.
  
 3) NOTE: PLEASE SEE THE CERTIFICATE OF AUTHORIZATION
 NUMBER FOR ENGINEERING FIRM *DIAMONDBACK ENGINEERING*
 IS CURRENTLY DELINQUENT WITH THE STATE OF FLORIDA. THIS
 HAS BEEN PRINTED AND IS ATTACHED TO NOTES AS OF
 4/2/07.
 PLEASE KNOW THIS IS ALSO KNOWN AS THE EB/ ENGINEERING
 BUSINESS LICENSE NUMBER.
 FS 471.023, FAC 61G15-23.002
  
 4) NOTE: PLEASE SEE 2004 FBC W/ 2006 REVISION FOR
 CHAPTER 13. PLEASE SEE 13-415.1.AB.1.1, 13-415.2 AS THE
 ENERGY CALCULATIONS DO NOT COORDINATE WITH THE
 ELECTRICAL PLANS FOR THE FIXTURES, AMOUNT OF FIXTURES,
 ETC.
 PLEASE SEE PLANS INDICATE OVER 100PLUS FIXTURES, AND
 CALCULATIONS ONLY INDICATE 30?
 PLEASE SEE NO INFORMATION ENTERED FOR EXTERIOR
 LIGHTING, YET PLANS INDICATE NUMEROUS EXTERIOR LIGHTS?
 PLEASE SEE THE WATTAGE AND FIXTURES DO NOT CORRELATE.
 ** THERE ARE SEVERAL ITEMS NOT LISTED AND A COMPLETE
 REVIEW FOR CODE COMPLIANCE CAN NOT BE DONE AT THIS
 TIME.
  
 5) NOTE: PLEASE SEE 2005 NEC 210.8B3 FOR ALL 15/20AMP,
 120V RECEPTACLES IN KITCHEN/FOOD PREPARATION AREAS TO
 BE GFI/GFI PROTECTED.
 PLEASE SEE THE SECTION OF CODE NOTED ON PLANS IS NOT
 COMPLETE WITH THE SECTION AS NOTED.
 PLEASE ALSO SEE THAT NOT ALL CIRCUITS AS REQUIRED
 INDICATE THE PROTECTION.
 PLEASE SEE SOME CIRCUITS INDICATE PROTECTION WHERE NOT
 REQUIRED?
 PLEASE COORDINATE.
  
 6) NOTE: PLEASE SEE THE VALUE FOR THE COMPLETE SCOPE OF
 WORK FOR THIS NEW BUILDING SHALL INCLUDE ALL LABOR AND
 MATERIALS. PLEASE KNOW THAT EVEN EQUIPMENT SUCH AS
 KITCHEN, A/C ETC WHICH MAY BE OWNER SUPPLIED IS TO BE
 INCLUDED IN VALUE.
 FBC 108.3.
  
 7) NOTE: PLEASE COMPLETE CIRCUITING ON PLANS FOR ALL
 EMERGENCY LIGHTS AND EXIT LIGHTS.
 PLEASE SEE 700.12E AS THE EM/EXT LIGHTS SHALL BE
 CIRCUITED TO THE LOCAL LIGHTING IN ANY ONE AREA. PLEASE
 COMPLETE ON PLANS.
 THE NOTE ON E-3 FOR EMERGENCY NOTES #1 DOES NOT MEET
 THE CODE AND SECTION AS NOTED.
 PLEASE ADJUST PLANS AND NOTES.
  
 8) NOTE: PLEASE 422.13 AS THE CHANGES IN THE 2005 NEC
 REQUIRES THE WATER HEATER LOAD TO BE FIGURED IN THE
 CALCULATIONS AT 125%.
 PLEASE ADJUST CALCULATIONS.
  
 9) NOTE: PLEASE PROVIDE MORE DETAIL ON THE LOAD SUMMARY
 FOR THE LOAD CALCULATIONS.
 PLEASE SEE NOTE ABOVE AS THIS WILL ALSO AFFECT THE
 LOAD.
 PLEASE KNOW AT THIS TIME THE LOADS ARE NOT CLEAR AS NOT
 ALL LOADS ARE FIGURED IN WITH KITCHEN EQUIPMENT AND NOT
 SURE WHERE AND HOW THE OTHER LOADS ARE BEING DONE OR
 FIGURED.
 FBC 106.1.3.5.1.2, 106.1.2. NEC 220.
  
 10) NOTE: PLEASE KNOW THAT ANY LOCK ON/OFF DEVICES WILL
 BE REQUIRED TO HAVE THE DEVICE BE AN INTEGRAL PART OF
 THE BREAKER. THE DEVICES WHICH *SNAP/CLIP* ON TO
 BREAKERS AND ARE READILY REMOVED OR FALL OF WHEN PANEL
 COVERS ARE REMOVED ARE NOT APPROVED BY THIS AHJ. PLEASE
 ADJUST NOTE TO STATE *THE DEVICE SHALL BE AN INTEGRAL
 PART OF THE BREAKER* OR WORDS TO THAT AFFECT. 110.3,
 90.4.
  
 11) NOTE: PLEASE CLARIFY THE PHASING AS SHOWN ON PANEL
 SCHEDULES. SOME SHOW A AND C PHASE ONLY YET PANEL IS A
 THREE PHASE PANEL? SOME ONLY SHOW A AND C PHASES WITH A
 BLANK FOR B PHASEYET CIRCUITS ARE SHOWN ON THIS
 PHASE?
 PLEASE CLARIFY THE PANELS.
 FBC 106.1.2, 106.3.5.1.2
  
 12) NOTE: PLEASE SEE THE ADA STALLS WILL BE REQUIRED TO
 CONTAIN A BATTERY BACK UP FIXTURE OF SOME TYPE IF WALLS
 ARE ALL THE WAY UP TO THE CEILING.
 PLEASE SEE LS 101 7.8, 7.9.
  
  
 *** IMPORTANT**
 ONCE ALL REVIEWS ARE DONE AND PLANS ARE
 PICKED UP FOR CORRECTIONS, PLEASE BE
 SURE TO COMPLETELY REMOVE ALL OLD/VOIDED
 SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW
 AND STAMPING. DO NOT LEAVE ANY
 OLD/VOIDED SHEETS IN SETS.
 PLEASE KNOW ONLY ONE SET OF THE
 OLD/VOIDED SHEETS SHOULD BE SUBMITTED
 FOR REFERENCE.
 THIS WILL HELP IN THE REVIEW PROCESS AND
 AVOID ANY DELAYS.
  
 ** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR
 COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF
 THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,
 NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO
 NOT HESITATE IN CONTACTING THIS OFFICE AND THIS
 REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
Review Stop ENG ENGINEERING CSD
Rev No 5 Status P Date 2007-11-16 Cont ID  
Sent By rchokshi Date 2007-11-16 Time 11:07 Rev Time 0.00
Received By rchokshi Date 2007-11-16 Time 11:07 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 4 Status P Date 2007-09-26 Cont ID  
Sent By rchokshi Date 2007-09-26 Time 13:03 Rev Time 0.00
Received By rchokshi Date 2007-09-26 Time 13:03 Sent To P
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 3 Status F Date 2007-09-21 Cont ID  
Sent By rchokshi Date 2007-09-21 Time 11:11 Rev Time 0.00
Received By rchokshi Date 2007-09-21 Time 10:34 Sent To  
Notes
2007-09-21 11:11:08***FAILED**** PLEASE PROVIDE THE FOLLOWING:
  
 1.YOUR SFWMD ENVIRONMENTAL RESOURCE PERMIT
 MODIFICATION NO. 50-03926-PWAS ISSUED IN SEPT 10,
 1998.ON FRONT PAGE, IN PERIOD DURATION IT SAYS THAT
 MAXIMUM TIME LIMIT IS 5 YEARS FROM ISSUE.THIS YEAR
 ISSEPT2007. THIS IS EXPIRED PERMIT.
  
 2. PLEASE SHOW IN YOUR WATER QUALITY CALS WHAT CRITERIA
 DID YOU USE SPECIFICALLY 1" OVER ENTIRE SITE OR2.5" %
 OF IMPERVIOUS AREA CRITERIA??YOUR CALCULATION DO NOT
 SHOW THESE CRITERIA.PLEASE SHOW ON DRAWINGTHIS SITE
 AREA, YOU ARE DEVELOPING FORTHIS PROJECT .
 PLEASE ALSO SHOW TOTAL PERVIOUS,& IMPERVIOUS AREA FOR
 THIS PROJECT, LAKE, GREEN, SIDEWALK, PARKING, BUILDING
 AREA ETC. MAKE SURE THESE AREAS SHOWN ON DRAWINGS MUST
 MATCH WITH AND USED IN STORM WATER QUALITY
 CALCULATIONS.
  
 3. PLEASE SHOW IN YOUR CALS, HOW DID YOU DETERMINE THE
 FIRST FLOOR ELEVATION?MAKE SURE YOU MEETYOUR FLOOD
 ZONE AREA, & 5,10, 25, 100 YEAR FLOOD CRITERIATO
 DETERMINE THE FIRST FLOOR ELEVATION, CENTER LINE OF THE
 ROAD(CROWN OF THE ROAD),PLEASE SHOWALL OF THESE IN
 YOUR WATER QUALITY CALCULATIONS.
  
 4. PLEASE SHOW DETAIL OF THE CONTROL STRUCTURESWITH
 ELEVATIONS, NOTCHES, BLEEDING ELEVATION, ETC ON
 DRAWINGS, CALCULATION FOR EXFILTRATION TRENCHES, PLEASE
 SHOW DRY DETENTION/WET DETENTION SITE AREAS IN STORM
 WATER CALS.
  
  
 PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR
 PERMITTING PROCESS
  
 RASIK CHOKSHI805-6723
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2007-07-23 Cont ID  
Sent By rchokshi Date 2007-07-23 Time 15:45 Rev Time 0.00
Received By rchokshi Date 2007-07-23 Time 15:34 Sent To  
Notes
2007-07-23 15:44:59***FAILED**** PLEASE PROVIDE THE FOLLOWING:
  
 1. PLEASE PROVIDE A COPY OF NOTICE OF INTENT (NOI).
 PLEASE APPLY AT FDEP, NPDES STORMWATER SECTION FOR
 NOI.
 YOU CAN GET NOI INFO FROM
 WWW.DEP.STATE.FL.US/WATER/STORMWATER/NPDES/
 NOTICE OF INTENT DEP FORM 62-621.300(4)(B),
 EFFECTIVE MAY 1, 2003
 2. FIRST FLOOR ELEVATION, CENTER LINE OF ROAD ,
 SIDEWALK ELEVATION MUST MEET FLOOD ZONE AREA, & 5,10,
 25, 100 YEAR FLOOD CRITERIATO DETERMINE THE FIRST
 FLOOR ELEVATION, MUST MEET THESE MINIMUM REQUIREMENTS.
 PLEASE SHOW IN YOUR STORM WATER CALS. PLEASE PROVODE A
 COPY OFSTORM WATER QUALITY CALCULATIONS.
 3. MAKE SURE THESE SITE AREAS SHOWN ON DRAWINGS MUST
 MATCH WITH AREAS USED IN STORM WATER QUALITY
 CALCULATIONS.
 4. PLEASE SHOW ON YOUR DRAWINGS ALL STORM WATER PIPES
 AROUND YOUR SITE SO, WE CANSEE THE LAYOUT OF STORM
 WATER PIPES.PLEASE SHOW DETAIL OF THE CONTROL
 STRUCTURESWITH ELEVATIONS, NOTCHES, BLEEDING
 ELEVATION, ETC ON DRAWINGS, POND ETC
 5. ALSO PLEASE SHOW ALL CATCH BASINS NEAREST AROUND
 YOUR SITE EVENTHOUGH THEY ARE NOT IN YOUR SITE.
 6.WE DID NOT FIND A COPIES OF SFWMD PERMIT & A GEO-TECH
 REPORT COPY IN YOUR PACKAGE.PLEASE PROVIDE A COPY OF
 SFWMD PERMIT,, A COPY OF GEO-TECH REPORT AND A
 LATESTEST COPY OF STORM STORM WATER QUALITY
 CALCULATIONS.
  
 PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR
 PERMITTING PROCESS
  
 RASIK CHOKSHI805-6723
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2007-04-26 Cont ID  
Sent By rchokshi Date 2007-04-26 Time 14:19 Rev Time 0.00
Received By rchokshi Date 2007-04-26 Time 13:57 Sent To  
Notes
2007-04-26 14:19:23PLEASE PROVIDE FOLLOWING INFO:
  
 1. PLEASE SHOW STANDARDS NOTES OF CITY OF WPB ON
 DRAWINGSFOR SIDEWALK WIDTH , ITS SLOPE, DRIVEWAY,
 PARKING, HANDICAP PARKING, PAINTING DETAILS FOR PARKING
 PER CITY CODES ETC.,, MUST MEET PER ADA,,ETC.,YOU CAN
 GET STANDARD NOTES OF CITY OFWPB IN A C.D. FROM 1000
 45TH STREET. ENG DEPT.WE SHOULD HAVE THOSE NOTES ON
 YOUR DRAWINGS.
 2. PLEASE SHOW ON DRAWINGSDUMPSTER & ITS ENCLOSURE
 DETAILS PER CITY OF WPB, &LOCATION ON DWG, LOCATION
 MUST BE ACCESSIBLE FOR PICKUP TRUCK.
 3. FIRST FLOOR ELEVATION, CENTER LINE OF ROAD ,
 SIDEWALK ELEVATION MUST MEET FLOOD ZONE AREA, 10, 25,
 100 YEAR FLOOD CRITERIA &FL BUILDING CODE, FIRST
 FLOOR ELEVATION MUST MEET THESE MINIMUM REQUIREMENTS.
 4. PLEASE PROVIDE A COPY OF SFWMD PERMIT,, GEO-TECH
 REPORT AND SHOW CALCULATION FOR LENGTH OF EXFILTRATION
 TRENCH, & SAFETY FACTOR YOU USED IN CALCULATION OF
 EXFILTRATION LENGTH.
 5.PLEASE SHOW STORM WATER QUALITY CALCULATIONS, WHAT
 CRITERIA YOU ASSUMEDFOR RUNOFF CAL.,, LIKE 1" OVER
 ENTIRE SITE OR2.5"CRITERIA, ETC?
 6. WHAT IS THE SITE AREA, YOU ARE DEVELOPING FOR THIS
 PROJECT ONLY ?ALSO, WHAT IS TOTAL PERVIOUS,& IMPERVIOUS
 AREA FOR THIS PROJECT.
 7. HOW YOU CONNECT TO THE STORM WATER PIPES IN YOUR
 SITE? ITS DETAILS.PLEASE SHOW ALL STORM WATER PIPES
 AROUND YOUR SITE SO, WE CANSEE THE BEST PIPE TO
 CONNECT WITH THE STORM WATERFROM ALL OTHER STORM
 WATER PIPES. PLEASE SHOW DETAIL OF THE CONTROL
 STRUCTURES WITH ELEVATIONS, NOTCHES, BLEEDING
 ELEVATION, ETC DID YOU USE EXFILTRATION TRENCH ?
 8. POLLUTION PREVENTION DETAILS,CLOTHES USED FOR SILT
 ETC., PLANS SHOWING SILT FENCE AROUND THE SITE & CATCH
 BASINS.HEIGHT OF FENCE SHOULD BE HIGH ENOUGH PER FDEP
 TO STOP DUST & PARTICLES.
 9. WATER & SEWER PLANS MUST BE APPROVED FROM 45TH
 STREET (MANNY G.), UTILITY DEPT BEFORE WE APPROVED
 10. ALSO PLEASE SHOW ALL CATCH BASINS NEAREST,AROUND
 YOUR SITE FOR STORM WATER DRAIN.
  
 PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR
 PERMITTING PROCESS
  
 RASIK CHOKSHI805-6723
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2007-10-31 Cont ID  
Sent By mawillia Date 2007-10-31 Time 15:46 Rev Time 0.00
Received By mawillia Date 2007-10-31 Time 15:33 Sent To  
Notes
2007-10-31 15:46:19*****APPROVED REVISION OF 09/14/07*****
  
 REVIEWED REVISED SET OF PLAN SHEETS;AFFECTED REVISED
 PLAN SHEET E3 STAMPED, INITIALED, AND DATED.
  
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2007-09-19 Cont ID  
Sent By mawillia Date 2007-09-19 Time 18:51 Rev Time 0.00
Received By mawillia Date 2007-09-19 Time 18:18 Sent To  
Notes
2007-09-19 18:37:35*****APPROVED*****
  
 THE COMMENTS FROM THE PREVIOUS FIRE PLAN REVIEW HAVE
 BEEN ADDRESSED;PLAN SHEETS C-7, A2.0, AND E3 WERE
 STAMPED, INITIALED, AND DATED.
  
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2007-07-26 Cont ID  
Sent By mawillia Date 2007-07-26 Time 15:28 Rev Time 0.00
Received By mawillia Date 2007-07-26 Time 14:47 Sent To  
Notes
2007-07-26 15:27:08*****DENIED*****
  
 THE FOLLOWIING COMMENTS TAKEN FROM THE PREVIOUS FIRE
 PLAN REVIEW STILL NEED TO BE ADDRESSED:
  
 01.THE ACTUAL NUMERICAL ADDRESS OF THE PROJECT SITE
 SHALL BE IN TITLE BLOCK OF EACH SUBMITTED PLAN SHEET.
 NO ADDRESS SHOWN SHEET L-1, IR-1, IR-2, C-1, 1, 2,
 K1.0
  
 04.PLEASE SHOW LOCATION OF THE NEAREST FIRE
 HYDRANT(S) TO THIS PROJECT.PLEASE ACKNOWLEDGE
  
 05.THE ADDRESS AS SHOWN ON SHEET A2.0 IS ACCEPTABLE,
 HOWEVER IT IS HIGHLY RECOMMENDED THAT THE PLACEMENT OF
 THOSE NUMBERS BE ON THEBUILDING STRUCTURE ITSELF AS
 TO PROVIDE BETTER CONTRAST/VISIBILITY AND PREVENTS THE
 POSSIBILITY OF THE ADDRESS BEING COVERED BY THE
 INSTALLATION OF HURRICANE AND OR SECURITY SHUTTERS
  
 08.SEPARATE PLANS AND PERMIT WILL BE REQUIRED FOR THE
 INSTALLATION OF THE COOKING HOOD AND THE COOKING HOOD'S
 SUPPRESSION SYSTEM.PLEASE ACKNOWLEDGE ON THE
 APPROPIATE PLAN SHEET(S)
  
 09.SHOW LOCATION OF THE 2A:10BC RATED FIRE
 EXTINGUISHER(S) WHICH SATISFIES THE 75' TRAVEL
 DISTANCE.PLEASE SHOW EXTINGUISHER LOCATIONS ON SHEET
 A1.6
  
  
 TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE
 LETTER INDICATING HOW/WHERE EACH ITEM WAS ADDRESSED
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2007-05-21 Cont ID  
Sent By mawillia Date 2007-05-21 Time 16:47 Rev Time 0.00
Received By mawillia Date 2007-05-21 Time 15:12 Sent To  
Notes
2007-05-21 16:46:54*****DENIED*****
  
  
 01.THE ACTUAL NUMERICAL ADDRESS OF THE PROJECT SITE
 SHALL BE IN TITLE BLOCK OF EACH SUBMITTED PLAN SHEET.
  
 02.NFPA 101, 2003 EDITION AND THE FLORIDA FIRE
 PREVENTION CODE 2004 EDITION SHALL BE REFERENCED.
  
 03.STRUCTURES UNDERGOING CONSTRUCTION, ALTERATION, OR
 DEMOLITION OPERATIONS SHALL COMPLY WITH NFPA 241.
  
 04.PLEASE SHOW LOCATION OF THE NEAREST FIRE
 HYDRANT(S) TO THIS PROJECT.
  
 05.ON THE APPROPIATE EXTERIOR ELEVATION (SHEET A2.0},
 DISPLAY THE NUMERICAL ADDRESS.AS PER WEST PALM BEACH
 CODE, ADDRESS NUMBERS SHALL BE NO LESS THAN 6" IN
 HEIGHT AND NO LESS THAN 1" IN WIDTH.
  
 06.BASED UPON THE NEW ASSEMBLY OCCUPANCY
 CLASSIFICATION, DECLARE THE INTERIOR FINISH MATERIAL
 CLASSIFICATION FOR WALLS AND CEILINGS IN THE EXITS,
 EXIT ACCESS CORRIDORS, AND ALL OTHER AREAS.BE
 SPECIFIC AS TO CLASS A, CLASS B, OR CLASS C.
  
 07.COOKING EQUIPMENT SHALL BE PROTECTED IN ACCORDANCE
 WITH NFPA 96 2001 EDITION.
  
 08.SEPARATE PLANS AND PERMIT WILL BE REQUIRED FOR THE
 INSTALLATION OF THE COOKING HOOD AND THE COOKING HOOD'S
 SUPPRESSION SYSTEM.
  
 09.SHOW LOCATION OF THE 2A:10BC RATED FIRE
 EXTINGUISHER(S) WHICH SATISFIES THE 75' TRAVEL
 DISTANCE.
  
  
 TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE
 LETTER INDICATING HOW/WHERE EACH ITEM WAS ADDRESSED
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2007-11-30 Cont ID  
Sent By adarroug Date 2007-11-30 Time 15:16 Rev Time 0.00
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Notes
2007-11-30 15:17:09TO "M" BOX/REV
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Rev No 8 Status N Date 2007-11-15 Cont ID  
Sent By adarroug Date 2007-11-15 Time 08:29 Rev Time 0.00
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Notes
2007-11-27 14:35:35TO "COMM" BD#1
2007-11-15 08:30:13WAITING FOR "COMM" BD
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Rev No 7 Status N Date 2007-11-09 Cont ID  
Sent By adarroug Date 2007-11-09 Time 08:37 Rev Time 0.00
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Notes
2007-11-09 08:37:34TO "JWITMER" DESK/SUBMITTAL
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Rev No 6 Status N Date 2007-10-22 Cont ID  
Sent By adarroug Date 2007-10-22 Time 09:56 Rev Time 0.00
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Notes
2007-11-05 11:29:02TO "COMM" BD#30
2007-10-22 09:57:04WAITING FOR "COMM" BD
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Rev No 5 Status N Date 2007-10-12 Cont ID  
Sent By adarroug Date 2007-10-12 Time 10:34 Rev Time 0.00
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Notes
2007-10-12 10:34:19TO "JWITMER" DESK/SUBMITTAL
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Rev No 4 Status N Date 2007-10-03 Cont ID  
Sent By adarroug Date 2007-10-03 Time 12:15 Rev Time 0.00
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Notes
2007-10-25 15:30:09TO "COMM" BD#44
2007-10-03 12:15:31WAITING FOR "COMM" BD-REV
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Rev No 3 Status N Date 2007-08-28 Cont ID  
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Notes
2007-09-20 17:06:58TO "COMM" BD#37
2007-08-28 10:13:04WAITING FOR "COMM" BD-NEW "MECH" SHEET SUBMITTED
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Rev No 2 Status N Date 2007-06-25 Cont ID  
Sent By adarroug Date 2007-06-25 Time 09:53 Rev Time 0.00
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Notes
2007-07-09 15:23:43TO "COMM" BD#40
2007-06-25 09:54:05WAITING FOR "COMM" BD
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Rev No 1 Status N Date 2007-05-21 Cont ID  
Sent By mawillia Date 2007-05-21 Time 15:12 Rev Time 0.00
Received By mawillia Date 2007-03-26 Time 18:14 Sent To  
Notes
2007-03-27 17:58:27TO COMM BOARD # 51 PLANS ON RACK
2007-03-26 18:14:38WAITING FOR COMM BOARD
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Rev No 5 Status P Date 2007-12-04 Cont ID  
Sent By rregueir Date 2007-12-04 Time 14:45 Rev Time 0.00
Received By rregueir Date 2007-12-04 Time 14:20 Sent To PC
Notes
2007-12-04 14:45:41REV.3 PG M1.0
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Rev No 4 Status P Date 2007-11-26 Cont ID  
Sent By rregueir Date 2007-11-15 Time 17:23 Rev Time 0.00
Received By rregueir Date 2007-11-13 Time 18:11 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2007-09-20 Cont ID  
Sent By rregueir Date 2007-09-20 Time 17:42 Rev Time 0.00
Received By rregueir Date 2007-09-20 Time 17:38 Sent To  
Notes
2007-09-20 17:43:00M4.0 RESTAMPED.
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Rev No 2 Status P Date 2007-07-26 Cont ID  
Sent By rregueir Date 2007-07-26 Time 11:16 Rev Time 0.00
Received By rregueir Date 2007-07-26 Time 10:51 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2007-04-21 Cont ID  
Sent By rregueir Date 2007-04-21 Time 09:28 Rev Time 0.00
Received By rregueir Date 2007-04-20 Time 08:56 Sent To  
Notes
2007-04-21 09:28:00-----------------DENIED-------------------
  
 FBC 2004 CODE FAMILY W/2006 REVISIONS.
 FBC 2004 CH 1 AS AMENDED BY THE CITY OF WEST PALM
 BEACH
  
 THE FOLLOWING COMMENTS ARE ORGANIZED BY PAGE # FOR
 REFERENCE. AREAS RELATED TO REVIEW COMMENTS HAVE BEEN
 MARKED ON PLAN (1 SET) WHEN PRACTICAL.
  
 1. A1.4 NOTE #5: PLEASE REFERENCE CORRECT CODE BODY,
 FBC 2004, AND CODE SECTION, 1509.7.
  
 2. A5.4 DETAIL #13: DETAIL SHOWS TOP OF KITCHEN EXHAUST
 FAN MIN. 40" ABOVE LOW SIDE OF PITCHED ROOF. THIS WOULD
 MEAN THE ELEVATION COULD BE LESS THAN 40" FROM THE HIGH
 SIDE OF THE ROOF. PLEASE SHOW MIN. 40" FROM THE HIGH
 SIDE TO SHOW COMPLIANCE WITH FBC,M 506.3.12.1.
  
 3. A5.4 DETAIL #13: EXHAUST OUTLETS SHALL BE LOCATED
 NOT LESS THAN 10' HORIZONTALLY FROM PARTS OF THE SAME
 OR CONTIGUOUS BUILDINGS PER FBC,M 506.3.12.3. THE
 EXCEPTION UNDER 506.5.5 ALLOWS THE FAN TO BE WITHIN 2'
 OF PARAPET TYPE WALLS IF THE WALL IS NOT HIGHER THAN
 THE DISCHARGE OPENING.
  
 4. M1.0 NOTE #2 AND MECH. GENERAL NOTE #22 (M3.0) AND
 CEILING DIFFUSER RUNOUT DETAIL (M3.0) ARE IN CONFLICT
 WITH MECH. GENERAL NOTE #18. PLEASE COORDINATE
 DRAWINGS. FBC 106.1.1.
  
 5. M3.0 MECH. GENERAL NOTE #17: PLEASE PROVIDE DETAIL
 FOR SUPPORT OF DIFFUSERS, REGISTERS AND GRILLS IF THEY
 ARE NOT TO BE SUPPORTED BY CEILING AS SHOWN IN THE
 DIFFUSER RUNOUT DETAIL ON SAME PAGE.
  
 6. M3.0 MECH. GENERAL NOTE #19: DOES THIS NOTE APPLY TO
 THE MAIN BRANCHES FROM SUPPLY PLENUMS ON RTU-1 AND
 RTU-3?
  
 7. M3.0 ROOFTOP A/C UNIT NOTE #3: HOW WILL A 12" TALL
 FACTORY ROOF CURB ALL FOR MIN. *" ABOVE FINISHED ROOF
 WITH A BUILT-UP ROOF SYSTEM EXCEEDING 4" THICK AS
 INDICATED BY NOTES ON PG A1.4?
  
 8. ARCHITECTURAL AND STRUCTURAL PLANS CONTAIN DIFFERENT
 DETAIL DRAWINGS FOR SECURING ROOFTOP EQUIPMENT AND
 CURBS. PLEASE COORDINATE DRAWINGS. PLEASE HAVE THE
 DESIGNER RESPONSIBLE FOR STRUCTURAL DESIGN SHOW
 COMPLIANCE WITH FBC,M 301.13 AND FBC CH 16, SHOWING
 ROOFTOP EQUIPMENT ATTACHMENTS TO BE DESIGNED TO MEET
 140 MPH WIND LOADS.
  
 NOTE: SEPARATE PERMITS ARE REQUIRED FOR HOODS, HOOD
 SUPPRESSION SYSTEMS AND WALK-IN COOLERS/FREEZERS.
  
 REVIEWED BY:
 RONALD J REGUEIRO
 561.805-6719
 [email protected]
Review Stop P PLUMBING
Rev No 5 Status P Date 2007-11-30 Cont ID  
Sent By mperson Date 2007-11-30 Time 16:19 Rev Time 0.00
Received By mperson Date 2007-11-30 Time 16:19 Sent To PC
Notes
2007-11-30 16:21:07REVISIONS: "OK" SHEETS P1.0, P2.0, P4.0 AND P5.0.
Review Stop P PLUMBING
Rev No 4 Status P Date 2007-10-01 Cont ID  
Sent By kstevens Date 2007-10-01 Time 14:16 Rev Time 0.00
Received By kstevens Date 2007-10-01 Time 14:16 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2007-09-28 Cont ID  
Sent By kstevens Date 2007-09-28 Time 17:11 Rev Time 0.00
Received By kstevens Date 2007-09-28 Time 17:11 Sent To  
Notes
2007-09-28 17:32:51DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
 WEST PALM BEACH MUNICIPAL CODE
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 ****FROM PREVIOUS REVIEW****
 ******FROM PREVIOUS REVIEWS
  
 1. OK
  
 2. SHT 2 OF 2 SHALL BE SIGNED, SEALED, & DATED PER
 SECTION 106.1 AND FS 472.025.
 ****NO RESPONSE/NOT ADDRESSED.
 ******RESPONSE NOTED, BUT I HAVE NO RECOLLECTION OF A
 CONVERSATION INDICATING THAT SHT 2 OF 2 DID NOT HAVE TO
 BE SIGNED, SEALED & DATED. SEE ATTACHED SHEET FROM THE
 FLORIDA STATUTES THAT INDICATES THIS REQUIREMENT.
  
 3. OK
  
 4. OK
 5. OK
 6. OK
 7. OK
 8. OK
 9, OK
  
 10. ROUTE PLANS TO THE DEPT. OF BUSINESS REGULATION,
 HOTEL AND RESTURANT DIVISION FOR REVIEW PRIOR TO
 RESUBMITTING TO THE CITY. ATTACH THE TWO PAGE
 "WORKSHEET" TO EACH SET OF PLANS STAMPED BY DBPR. PHONE
 NUMBER (850)487-1395. SECTION 102.2.1. ****RESPONSE
 NOTED, BUT THE TWO PAGE "WORKSHEETS" HAVE NOT BEEN
 ATTACHED TO THE STAMPED SHEET ON EACH SET OF PLAN AS
 REQUIRED.
 ******RESPONSE NOTED, BUT THE TWO PAGE "WORKSHEETS"
 HAVE NOT BEEN ATTACHED TO THE STAMPED SHEET.
  
 11. OK
 12. OK
 13. OK
 14. OK
 15. OK
 16. OK
 17. OK
 18. OK
 19. OK
 20. OK
 21. OK
 22. OK
 23. OK
 24. OK
 25, OK
 26. OK
 27. OK
 28. OK
 29. OK
  
 **********NEW COMMENT**********
  
 1B. SEE ATTACHED COPY OF FS 553.80(2)(B) CONCERNING THE
 DESIGN PROFESSIONAL AND REPEAT COMMENTS. THIS IS GIVEN
 AS A NOTICE ONLY AT THIS TIME.
  
 **********NEW COMMENT**********
  
 1C. SHEETS C-10A & C-10B HAVE NOT BEEN SIGNED, SEALED,
 DATED AS REQUIRED. FAC 61G15-23.002(2) & FS 471.025.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 AND RESUBMITTING 1 SET OF PLANS FROM THE
 PREVIOUS REVIEW WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 2 Status F Date 2007-07-18 Cont ID  
Sent By kstevens Date 2007-07-18 Time 06:16 Rev Time 0.00
Received By kstevens Date 2007-07-17 Time 12:50 Sent To  
Notes
2007-07-18 06:36:06DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
 WEST PALM BEACH MUNICIPAL CODE
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 ****FROM PREVIOUS REVIEW****
  
 1. SHT 1 OF 1 SHALL BE SIGNED, SEALED, & DATED PER
 SECTION 106.1 AND SHALL COMPLY WITH FAC 61G1-16.004 AS
 WELL AS FS 481.219 & 481.2055.
 ****NO RESPONSE/NOT ADDRESSED.
  
 2. SHT 2 OF 2 SHALL BE SIGNED, SEALED, & DATED PER
 SECTION 106.1 AND FS 472.025.
 ****NO RESPONSE/NOT ADDRESSED.
  
 3. SHT C-1 THE BUSINESS NUMBER IS REQUIRED IN THE TITLE
 BLOCK OF THE DESIGN PROFESSIONAL. (SEE ATTACHED SHEET).
 FAC 61G15-23.002 & FS 471.025.
 ****NO RESPONSE/NOT ADDRESSED.
  
 4. SHT C-1 SHEET INDEX INDICATES SHTS C-10, L-1, L-2,
 IRR-1 & S-3. THESE SHEETS HAVE NOT BEEN SUBMITTED.
 PLEASE CORRELATE THE SHEET INDEX WITH THE SHEETS
 SUBMITTED.
 ****RESPONSE NOTED, BUT SHEETS L-2, S-3 & C-11 WERE NOT
 FOUND AND SHEET IRR-2 IS NOT SHOWN ON THE SHEET INDEX.
 PLEASE CORRELATE INFORMATION ON THE SHEET INDEX AND
 SHEETS SUBMITTED.
  
 5. SHTS C-1 THRU C-9B. THE ADDRESS IN THE TITLE BLOCK
 DOES NOT REFLECT THE ADDRESS OF RECORD ON FILE IN THE
 STATE DBPR WEBSITE. PLEASE UPDATE THE DBPR WEBSITE OR
 THE TITLE BLOCK. FAC 61G1-16.004(1). (SEE ATTACHED
 SHEET).
 ****NO RESPONSE/NOT ADDRESSED. - ALL C-SHTS SHALL HAVE
 AN ADDRESS THAT REFLECTS THE DBPR WEBSITE ADDRESS OF
 RECORD.
  
 6. SHT C-7 2-WAY CLEANOUTS ARE REQUIRED PRIOR TO,
 BETWEEN & AT THE EXIT OF EACH GREASE INTERCEPTOR.
 UTILITY STANDARD. (SEE ATTACHED SHEET).
 ****NO RESPONSE/NOT ADDRESSED.
  
 7.OK
  
 8. SHTS C-1 THRU C-7 THE SIGNATURE OF THE ENGINEER OF
 RECORD IS REQUIRED ON EACH SHEET. IT APPEARS THAT
 INITIALS HAVE BEEN USED. IF THIS IS INDEED THE LEGAL
 SIGNATURE OF THE ENGINEER, A SIGNED, SEALED, DATED,
 NOTORIZED LETTER SHALL BE SUBMITTED INDICATING THE
 LEGAL SIGNATURE OF THE ENGINEER FOR OUR FILE. FAC
 61G1-15.02(1)(2) & FS 471.025.
 ****NO RESPONSE/NOT ADDRESSED.
  
 9, OK
  
 10. ROUTE PLANS TO THE DEPT. OF BUSINESS REGULATION,
 HOTEL AND RESTURANT DIVISION FOR REVIEW PRIOR TO
 RESUBMITTING TO THE CITY. ATTACH THE TWO PAGE
 "WORKSHEET" TO EACH SET OF PLANS STAMPED BY DBPR. PHONE
 NUMBER (850)487-1395. SECTION 102.2.1. ****RESPONSE
 NOTED, BUT THE TWO PAGE "WORKSHEETS" HAVE NOT BEEN
 ATTACHED TO THE STAMPED SHEET ON EACH SET OF PLAN AS
 REQUIRED.
  
 11. THE GREASE INTERCEPTOR SHALL BE SIZED BY THE
 ENVIRONMENTAL COMPLIANCE MANAGER. PLEASE CONTACT RODNEY
 COMPO (561) 822-2272 OR CALVIN WILLIAMS (561) 822-2284.
 THEIR FAX NUMBER IS (561) 822-2287 AND THEIR E-MAILS
 ARE [email protected], OR [email protected].
 ****NO RESPONSE. I HAVE SENT AN E-MAIL TO ENVIRONMENTAL
 COMPLIANCE TO GET DETERMINATION OF INTERCEPTOR SIZE
 REQUIRED.
  
 12. OK
 13. OK
 14. OK
 15. OK
  
 16. SHT P2.0 INDICATES A FILTERED WATER SYSTEM. THE
 WATER FILTER SHALL COMPLY WITH SECTION 611.1 AND NSF
 42. PLEASE SUBMIT MANUF. SPECIFICATION SHEETS SHOWING
 COMPLIANCE.
 ****RESPONSE NOTED, BUT MANUF. SPECS NOT SUBMITTED.
  
 17. SHT P2.0 PLUMBING KEY NOTES #12. MORE INFORMATION
 IS REQUIRED. SECTION 106.1.2. PLEASE INDICATE HOW THE
 COLD WATER WILL BE TREATED. SUBMIT MANUF. SPECIFICATION
 SHEETS FOR THE PROCESS & SHOW COMPLIANCE WITH NSF. ALL
 POTABLE WATER LINES SHALL BE INSTALLED BY A LICENSED
 PLUMBER.
 ****RESPONSE NOTED, BUT MANUF. SPECS NOT SUBMITTED.
  
 18. OK
 19. OK
 20. OK
 21. OK
 22. OK
 23. OK
 24. OK
  
 25, SUBMIT A STORM PIPING RISER DIAGRAM IN ISOMETRIC
 FORM. SECTION 106..3.5.1.3(7)(13).
 ****RESPONSE NOTED, BUT MINIMUM 5" PIPE IS REQUIRED FOR
 1738SF, (DOWNSTREAM OF FIRST TWO ROOF DRAINS). TABLE
 1106.3.
  
 26. OK
 27. OK
 28. OK
 29. OK
  
 **********NEW COMMENT**********
  
 1B. SEE ATTACHED COPY OF FS 553.80(2)(B) CONCERNING THE
 DESIGN PROFESSIONAL AND REPEAT COMMENTS. THIS IS GIVEN
 AS A NOTICE ONLY AT THIS TIME.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 AND RESUBMITTING 1 SET OF PLANS FROM THE
 PREVIOUS REVIEW WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 1 Status F Date 2007-05-04 Cont ID  
Sent By kstevens Date 2007-05-04 Time 16:09 Rev Time 0.00
Received By kstevens Date 2007-05-04 Time 16:09 Sent To  
Notes
2007-05-04 16:58:08DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
 WEST PALM BEACH MUNICIPAL CODE
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 1. SHT 1 OF 1 SHALL BE SIGNED, SEALED, & DATED PER
 SECTION 106.1 AND SHALL COMPLY WITH FAC 61G1-16.004 AS
 WELL AS FS 481.219 & 481.2055.
  
 2. SHT 2 OF 2 SHALL BE SIGNED, SEALED, & DATED PER
 SECTION 106.1 AND FS 472.025.
  
 3. SHT C-1 THE BUSINESS NUMBER IS REQUIRED IN THE TITLE
 BLOCK OF THE DESIGN PROFESSIONAL. (SEE ATTACHED SHEET).
 FAC 61G15-23.002 & FS 471.025.
  
 4. SHT C-1 SHEET INDEX INDICATES SHTS C-10, L-1, L-2,
 IRR-1 & S-3. THESE SHEETS HAVE NOT BEEN SUBMITTED.
 PLEASE CORRELATE THE SHEET INDEX WITH THE SHEETS
 SUBMITTED.
  
 5. SHTS C-1 THRU C-9B. THE ADDRESS IN THE TITLE BLOCK
 DOES NOT REFLECT THE ADDRESS OF RECORD ON FILE IN THE
 STATE DBPR WEBSITE. PLEASE UPDATE THE DBPR WEBSITE OR
 THE TITLE BLOCK. FAC 61G1-16.004(1). (SEE ATTACHED
 SHEET).
  
 6. SHT C-7 2-WAY CLEANOUTS ARE REQUIRED PRIOR TO,
 BETWEEN & AT THE EXIT OF EACH GREASE INTERCEPTOR.
 UTILITY STANDARD. (SEE ATTACHED SHEET).
  
 7.SHTS C-8, C-9, C-9A & C-9B ARE NOT SIGNED & SEALED.
 THE DATE THAT THE SEAL AND SIGNATURE ARE AFFIXED TO THE
 SHEETS SHALL BE ENTERED BELOW THE SIGNATURE. FAC
 61G1-15.002(1)(2) & FS 471.025.
  
 8. SHTS C-1 THRU C-7 THE SIGNATURE OF THE ENGINEER OF
 RECORD IS REQUIRED ON EACH SHEET. IT APPEARS THAT
 INITIALS HAVE BEEN USED. IF THIS IS INDEED THE LEGAL
 SIGNATURE OF THE ENGINEER, A SIGNED, SEALED, DATED,
 NOTORIZED LETTER SHALL BE SUBMITTED INDICATING THE
 LEGAL SIGNATURE OF THE ENGINEER FOR OUR FILE. FAC
 61G1-15.02(1)(2) & FS 471.025.
  
 9, SHT A1.4 SUBMIT CALCULATIONS FOR PRIMARY AND
 SECONDARY ROOF DRAINS PER SECTIONS 1106 & 1107 WITH ALL
 SUBSECTIONS & TABLES. SHOW THE SQUARE FOOTAGE OF EACH
 AREA TO BE DRAINED WITH 1/2 AREA OF ALL VERTICAL WALLS
 INCLUDING PARAPETS AS WELL AS ANY ROOF AREA THAT WILL
 BE DRAINED ON TO THE ROOF AREA FROM ABOVE.
  
 10. ROUTE PLANS TO THE DEPT. OF BUSINESS REGULATION,
 HOTEL AND RESTURANT DIVISION FOR REVIEW PRIOR TO
 RESUBMITTING TO THE CITY. ATTACH THE TWO PAGE
 "WORKSHEET" TO EACH SET OF PLANS STAMPED BY DBPR. PHONE
 NUMBER (850)487-1395. SECTION 102.2.1.
  
 11. THE GREASE INTERCEPTOR SHALL BE SIZED BY THE
 ENVIRONMENTAL COMPLIANCE MANAGER. PLEASE CONTACT RODNEY
 COMPO (561) 822-2272 OR CALVIN WILLIAMS (561) 822-2284.
 THEIR FAX NUMBER IS (561) 822-2287 AND THEIR E-MAILS
 ARE [email protected], OR [email protected].
  
 12. SHT A4.0 DETAIL #6 INDICATES THE TOILET PAPER
 DISPENSER AT 15" MINIMUM. THE MINIMUM TO THE CENTERLINE
 OF THE DISPENSER IS 19" PLEASE INDICATE ON THE PLAN.
 SEE FIG. 11-29B.
  
 13. SHT A4.0 THE LAV CALLS FOR A COMBINATION FAUCET.
 MORE INFORMATION IS REQUIRED. PLEASE SUBMIT MANUF.
 SPECIFICATION SHEETS FOR THE FAUCET SHOWING COMPLIANCE
 WITH SECTION 11-4.19.5.
  
 14. SHT P1.0PLUMBING KEY NOTE #8. CHANGE FROM FLOOR
 DRAIN TO FLOOR SINK. FLOOR DRAINS ARE NOT APPROVED
 INDIRECT WASTE RECEPTORS. SECTION 802.3.
  
 15. ALL MECHANICAL & PLUMBING SHEETS. THE SIGNATURE OF
 THE ENGINEER OF RECORD IS REQUIRED ON EACH SHEET. IT
 APPEARS THAT INITIALS HAVE BEEN USED. IF THIS IS INDEED
 THE LEGAL SIGNATURE OF THE ENGINEER, A SIGNED, SEALED,
 DATED, NOTORIZED LETTER SHALL BE SUBMITTED INDICATING
 THE LEGAL SIGNATURE OF THE ENGINEER FOR OUR FILE. FAC
 61G1-15.02(1)(2) & FS 471.025.
  
 16. SHT P2.0 INDICATES A FILTERED WATER SYSTEM. THE
 WATER FILTER SHALL COMPLY WITH SECTION 611.1 AND NSF
 42. PLEASE SUBMIT MANUF. SPECIFICATION SHEETS SHOWING
 COMPLIANCE.
  
 17. SHT P2.0 PLUMBING KEY NOTES #12. MORE INFORMATION
 IS REQUIRED. SECTION 106.1.2. PLEASE INDICATE HOW THE
 COLD WATER WILL BE TREATED. SUBMIT MANUF. SPECIFICATION
 SHEETS FOR THE PROCESS & SHOW COMPLIANCE WITH NSF. ALL
 POTABLE WATER LINES SHALL BE INSTALLED BY A LICENSED
 PLUMBER.
  
 18. SHT P2.0 AIR CHAMBERS ARE NOT APPROVED. DELETE
 REFERENCE. SECTION 604.9 & PDI-WH 210.
  
 19. SHT P4.0 THREE FD-1 FIXTURES ARE NOT APPROVED AS
 INDIRECT WASTE RECEPTORS SECTION 802.3. FLOOR SINKS
 SHALL BE USED FOR ALL EXCEPT A HUB DRAIN CAN BE USED
 FOR THE CONDENSATE DRAIN FOR THE FREEZER PER SECTION
 802.3.2.
  
 20. SHT P5.0 AIR CHAMBERS ARE NOT APPROVED. DELETE FROM
 THE RISER DIAGRAM. SECTION 604.9 & PDI-WH 201. WATER
 HAMMER ARRESTORS ARE REQUIRED AT QUICK CLOSING VALVES,
 (ICE MACHINE, DISH WASHER, WASH MACHINE). WATER HAMMER
 ARRESTORS SHALL BE LOCATED NEAR THE FIXTURE IN AN
 "EFFECTIVE RANGE" NOT IN THE CEILING. PDI-WH 201 AND
 MANUF. INSTALLATION INSTRUCTIONS.
  
 21. SHT P5.0 A FULL OPEN VALVE IS REQUIRED ON THE WATER
 SUPPLY PIPE TO THE WATER HEATER. SECTION 606.1(7).
  
 22. SHT P5.0 RISER DIAGRAM. PLEASE IDENTIFY THE SYMBOLS
 ON THE WATER SUPPLY LINES TO THE TRASH AREA AND TO THE
 HOSE BIBB ON THE ROOF. THE SYMBOL IS NOT INDICATED ON
 THE PLUMBING LEGEND SHT P1.0. SECTION 106.1.1.
  
 23. SHT P5.0 THE 2" WATER MAIN IS SHOWN REDUCED TO 1/2"
 AT THE TOP OF THE FIRST RISER DOWNSTREAM OF THE
 SUB-METER. PLEASE CLARIFY. SECTION 106.1.1.
  
 24. SHT P6.1 PLUMBING FIXTURE & PIPE SIZING SCHEDULE.
 FD-1 FUNNEL FLOOR DRAINS ARE NOT APPROVED FOR INDIRECT
 WASTE. PLEASE DELETE FROM THE SCHEDULE. SECTION 802.3.
  
 25, SUBMIT A STORM PIPING RISER DIAGRAM IN ISOMETRIC
 FORM. SECTION 106..3.5.1.3(7)(13).
  
 26. SHT P7.0 FLOOR SINK DETAIL. THE TOP OF THE FLOOR
 SINK SHALL BE 1" ABOVE FINISH FLOOR TO PREVENT THE
 FLOOR SINK BEING USED AS A FLOOR DRAIN.
  
 27. SHT P8.0 SEE ATTACHED SHEET FOR AN APPROVED UTILITY
 STANDARD FOR THE GREASE INTERCEPTOR.
  
 28. SHT P8.0 NOTE #1 CONCRETE GREASE INTERCEPTORS ARE
 REQUIRED. POLYETHYLENE TANKS ARE NOT APPROVED. CITY
 CODE SECTION 90-124(7)(F).
  
 29. SUBMIT A PLUMBING ROOF PLAN SHOWING ALL VENT
 LOCATIONS ON THE ROOF. SECTION 106.2.1
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 AND RESUBMITTING 1 SET OF PLANS FROM THE
 PREVIOUS REVIEW WILL HELP TO EXPEDITE YOUR
 PERMIT. 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 5 Status P Date 2007-11-15 Cont ID  
Sent By jroach Date 2007-11-15 Time 10:46 Rev Time 0.00
Received By jroach Date 2007-11-15 Time 10:46 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 4 Status P Date 2007-11-14 Cont ID  
Sent By jroach Date 2007-11-14 Time 15:26 Rev Time 0.00
Received By jroach Date 2007-11-14 Time 15:26 Sent To B
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2007-08-31 Cont ID  
Sent By jroach Date 2007-08-31 Time 13:39 Rev Time 0.00
Received By jroach Date 2007-08-31 Time 13:39 Sent To  
Notes
2007-08-31 13:41:14***PASSED WITH PROVISO***
  
 1) PRIOR TO THE INSTALLATION OF ANY LANDSCAPING, A
 REVISION SHALL BE SUBMITTED PROVIDING THAT THE
 LANDSCAPE PLANS MATCH THE APPROVED SITE PLAN (I.E.
 LOCATION OF THE SIGN, ETC.).
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH, SENIOR PLANNER,
 AT (561) 822-1435.
Review Stop Z ZONING
Rev No 2 Status F Date 2007-08-13 Cont ID  
Sent By jroach Date 2007-08-13 Time 21:14 Rev Time 0.00
Received By jroach Date 2007-08-13 Time 21:14 Sent To  
Notes
2007-08-13 21:19:41***FAILED***
  
 1) THE LOCATION OF THE MONUMENT SIGN ON SHEET C-5 DOES
 NOT MATCH THE APPROVED SITE PLAN, NOR DOES IT MATCH THE
 MASTER SIGN PROGRAM APPROVED BY THE CITY COMMISSION.
 IN ORDER TO CHANGE THE LOCATION OF THE SIGN FROM WHAT
 WAS PREVIOUSLY APPROVED, A MINOR AMENDMENT TO THE
 BAYWINDS RESIDENTIAL PLANNED DEVELOPMENT (RPD) SHALL BE
 SUBMITTED TO AND APPROVED BY THE PLANNING DEPARTMENT.
 FYI...THE MONUMENT SIGN SHALL BE PERMITTED UNDER A
 SEPARATE PERMIT.
  
 2) PLEASE CLARIFY WHY CURBS/GUTTERS ARE BEING SHOWN
 BETWEEN THE LANDSCAPE ISLANDS AND THE BUFFER ALONG THE
 EDGE OF THE PARKING.STAFF DID NOT UNDERSTAND THE
 CONTRACTOR'S RESPONSE.
  
 3) THE PHOTOMETRIC PLAN SUBMITTED SHALL BE MODIFIED.
 LEVELS SHALL NOT EXCEED 1.0 FOOTCANDLES WHEN MEASURED
 AT THE OKEECHOBEE BOULEVARD ROW AND SHALL NOT EXCEED
 0.5 FOOTCANDLES WHEN MEASURED AT THE RESIDENTIAL
 PROPERTY LINES.
  
 4) THE PARKING DETAIL ON SHEET C-8 SHALL CONFORM TO THE
 MINIMUM STANDARDS WITHIN THE CITY'S ZONING AND LAND
 DEVELOPMENT REGULATIONS (I.E. DOUBLE-STRIPING, ETC.).
 PLEASE SEE ATTACHED DETAIL FOR REFERENCE.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH, SENIOR PLANNER,
 AT (561) 822-1435.
Review Stop Z ZONING
Rev No 1 Status F Date 2007-04-06 Cont ID  
Sent By jroach Date 2007-04-06 Time 17:19 Rev Time 0.00
Received By jroach Date 2007-04-06 Time 17:19 Sent To  
Notes
2007-04-06 17:32:07***FAILED***
  
 1) IS THE GENERAL OFFICE/RETAIL SITE AND/OR BUILDING
 BEING CONSTRUCTED AS PART OF THIS PERMIT?IF NOT,
 PLEASE REMOVE FROM THE PLANS, OR INDICATE WHAT WILL BE
 UNDER THIS PERMIT OR UNDER A SEPARATE PERMIT.
  
 2) PLEASE CLARIFY WHICH DUMPSTER ENCLOSURE WILL BE
 USED.DETAILS ARE SHOWN ON SHEET 1 OF 1 AND ON SHEET
 A0.0.THE DETAIL ON SHEET A0.0 DOES NOT MATCH ANY OF
 THE SITE PLANS.PLEASE REMOVE OF CROSS OUT WHAT IS NOT
 BEING PROPOSED.
  
 3) DUMPSTER OPENINGS SHALL BE A MINIMUM OF 12 FEET 6
 INCHES IN CLEAR WIDTH.
  
 4) THE LANDSCAPE BUFFER ALONG THE EAST PROPERTY LINE
 SHALL BE A MINIMUM OF 5 FEET IN WIDTH.
  
 5) THE ZONING AND FUTURE LAND USE DESIGNATIONS SHOWN IN
 THE SITE DATA TABLE ON SHEET C-5 IS INCORRECT.
  
 6) THE SITE ACREAGE SHOWN ON SHEET C-5 DOES NOT MATCH
 SHEET 1 OF 1, NOR THE SURVEY.
  
 7) THE BIKE RACK SHOWN ON SHEET 1 OF 1 IS NOT SHOWN ON
 SHEET C-5...AND IT APPEARS THAT IT MAY CONFLICT WITH
 THE FLAG POLE.
  
 8) THE LOCATION OF THE MONUMENT SIGN ON SHEET C-5 DOES
 NOT MATCH SHEET 1 OF 1.
  
 9) PLEASE CLARIFY WHY CURBS/GUTTERS ARE BEING SHOWN
 BETWEEN THE LANDSCAPE ISLANDS AND THE BUFFER ALONG THE
 EDGE OF THE PARKING LOT.
  
 10) A PHOTOMETRIC PLAN SHALL BE PROVIDED.
  
 11) A DETAIL OF THE PARKING LOT LIGHTING SHALL BE
 PROVIDED AND SHALL MATCH THE ADJACENT COMMERCIAL
 PARCELS.
  
 12) PLEASE PROVIDE A DETAIL OF THE FLAG POLE (I.E.
 HEIGHT).
  
 13) THE "M" SYMBOL/LOGO IS CONSIDERED SIGNAGE, AND
 SHALL NOT BE PERMITTED ON THE ENTRANCE/EXIT SIGNS
 (SHEET C-8), NOR ON THE GATEWAY CLEARANCE BAR, CANOPY,
 ETC.
  
 14) LANDSCAPE PLAN SHALL BE PROVIDED.
  
 15) THE DIMENSIONS OF THE ANGLED PARKING SHALL CONFORM
 TO THE CITY'S ZONING AND LAND DEVELOPMENT REGULATIONS.
 PLEASE CONTACT ME REGARDING THIS ISSUE!!!
  
 NOTE: PLEASE ENSURE THAT ALL PLANS ARE CONSISTENT.IT
 IS RECOMMENDED THAT ONLY ONE (1) SITE PLAN BE PROVIDED
 AND UTILIZED, AND THAT ALL PLANS BE CONSISTENT WITH
 THAT ONE.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH, SENIOR PLANNER,
 AT (561) 822-1435.


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