Plan Review Notes
Plan Review Notes For Permit 05091684
Permit Number 05091684
Review Stop B
Sequence Number 2
Notes
Date Text
2007-02-14 09:39:42BUILDING PLAN REVIEW
 PERMIT: 05091684 BLDG# 1
 ADD: XXX N CONGRESS
 74-43-43-20-00-000-3010
 CONT: E. A. LANDERS
 TEL: (305)823-3938
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 COURTNEY LAKES APARTMENTS, LLC
  
 ARCH: FORUM ARCHITECTURE & INTERIOR
  
  
 DESIGN
 (407)830-1400
 STRUC: ROBERT PLOWFIELD & ASSOC
 (407)657-6657
  
 2NDREVIEW
 ACTION: DENIED
  
 ***IMPORTANT***
 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. THANK YOU FOR YOUR
 ANTICIPATED COOPERATION.
  
  
  
 1) PROVIDE NOC RECORDED WITH THE CLERK OF COURT BEFORE
 A PERMIT CAN BE ISSUED.
 NOTE NOC WILL BE NULL & VOID 90 DAYS AFTER RECORDING AT
 THE CLERK OF THE
 COURTS OFFICE IF WORK HAS NOT STARTED. FL S S
 713.13(2).
  
 2) THIS COMMENT WAS PARTIALLY SATISFIED, FOR THE WHOLE
 OF THE PROJECT (3 BUILDINGS)
 THREE SIGNED & SEALED REPORTS WERE SUBMITTED TO THE
 CITY. THIS WILL SATISFY THE REQUIREMENT
 TO HAVE (1 ) REPORT WITH EACH PERMIT OR BUILDING. THE
 NEED STILL ARISES TO HAVE AT LEAST ONE SIGNED/ SEALED
 ORIGINAL FOR THE CONTRACTOR AS WELL AS THE THRESHOLD
 INSPECTOR.
 AN ADDITIONAL 2 ORIGINAL SOILS REPORTS SIGNED & SEALED
 SHALL BE REQUIRED.
 FL BLD CODE 1804.2.2 QUESTIONABLE SOILS, WHERE THE
 BEARING CAPACITY IS NOT DEFINETLY KNOWN OR IS IN
 QUESTION. WHERE THE BEARING CAPACITY OF THE SOIL IS NOT
 DEFINITLY KNOWN OR IS IN QUESTION THE BUILDING OFFICIAL
 MAY REQUIRE EXPLORATIONS, TEST OR OTHER ADEQUATE PROOF
 AS TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDATIONS SUBMITTED
 TO VERIFY BEARING CAPACITY SHALL BE CERTIFIED BY A
 GEOTECHNICAL REPORT FROM A DESIGN PROFESSIONAL PROPERLY
 LICENSED IN THE STATE OF FLORIDA.
  
 3-4) COMPLIED.
  
 5)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.
  
 6)FL S. S. 553.71(7) " THRESHOLD BUILDING" MEANING
 ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT IN HEIGHT, OR WHICH
 HAS AN ASSEMBLY OCCUPANY
 FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ FT IN
 AREA AND AN OCCUPANT
 CONTENT OF GREATER THAN 500 PERSONS.
  
 105.13.1 THE ENFORCING AGENCY SHALL REQUIRE A
 SPECIAL INSPECTOR TO PERFORM
 STRUCTURAL INSPECTIONS ON A THRESHOLD BUILDING PURSUANT
 TO A STRUCTURAL INSPECTION PLAN PREPARED BY THE
 ENGINEER OF RECORD. THE STRUCTURAL INSPECTION PLAN MUST
 BE SUBMITTED TO THE ENFORCING AGENCY PRIOR TO THE
 ISSUANCE OF A BUILDING PERMIT FOR THE CONSTRUCTION OF A
 THRESHOLD BUILDING. THE PURPOSE OF THE STRUCTURAL
 INSPECTION PLAN IS TO PROVIDE SPECIFIC INSPECTION
 PROCEDURES AND SCHEDULES SO THAT THE BUILDING CAN BE
 ADEQUATELY INSPECTED FOR COMPLIANCE WITH THE PERMITTED
 DOCUMENTS.
 THE THRESHOLD REPORTS SUBMITTED HAVE COPIED
 SIGNATURES.
  
 7) WPB AMENDMENT 105.13.6. W.P.B. CONSTRUCTION SERVICES
 DEPARTMENT REQUEST FOR THRESHOLD BUILDINGS A SPECIAL
 INSPECTOR AS REQUIRED BY S. 553.79(5) FLORIDA STATUTES
 TO THE MINIMUM INSPECTIONS REQUIRED BY THIS CODE.
 CONTACT HAROLD PISKURA MANAGER OF THE
 SPECIAL INSPECTOR PROGRAM AT (561) 805-6711 FOR FURTHER
 INFORMATION BEFORE THE PERMIT MAY BE ISSUED.
  
 8) COMPLIED.
  
 9A) CONTACT LILI URSA FOR ADDRESSING REQUIREMENTS @
 (561)822-1239
  
 9B)PROVIDE A COPY OF THE NEW PLAT, LOT HAS BEEN
 SUBDIVIDED.
  
 9C) ON ALL (3) PERMIT APPLICATIONS CORRECT THE PROPERTY
 CONTROL NUMBER TO
 THE NEW LOT.
  
 9D) PROVIDE A SITE PLAN WITH LOCATION OF THE PROPOSED
 STRUCTURES WITH DIMENSIONS
 FOR TABLE 600 ISSUES.A2.01 HAS NO DIMENSIONS!RESPONSE
 COMMENTS ARE TO SEE CIVIL PLANS ,NO CIVIL PLANS
 PROVIDED IN THIS SET OF PLANS.
  
  
 10A-K) COMPLIED.
  
 11) SHEET A1.05
  
 11A-B) COMPLIED.
  
 12)SITE PLAN A5.01
 NEW COMMENT THAT DEALS WITH THE OVER ALL PARKING SPACES
 AND THE REQUIRED NUMBER OF ACCESSIBLE SPACES. THE PLANS
 INDICATE A TOTAL OF 912 SPACES WHERE AS IT APPEARS TO
 BE 1008 PARKING SPACES IF THIS IS TRUE THE REQUIRED
 NUMBER OF ACCESSIBLE SPACES WOULD BE 21.
 CHAPTER 11 PART B- 4PARKING AND PASSENGER LOADING:
 ACCESSIBLE PARKING ON A ROUTE ACCESSIBLE TO WHEELCHAIRS
 FOR AT LEAST 2% OF THE COVERED DWELLING UNITS:
 ACCESSIBLE VISITOR PARKING SUFFICIENT TO PROVIDE ACCESS
 TO GRADE LEVEL ENTRANCES OF COVERED MULTIFAMILY
 DWELLINGS; AND ACCESSIBLE PARKING AT FACILITIES (E.G.,
 SWIMMING POOLS) THAT SERVE ACCESSIBLE BUILDINGS.
  
 12A) COMPLIED.
  
 12B)2ND REQUEST, THERE ARE NO CIVIL PLANS INCORPORATED
 INTO THIS SET OF PLANS TO REVIEW FOR ACCESSIBILITY.
 ACCESSIBLE ROUTE: FAIR HOUSING AT LEAST ONE ACCESSIBLE
 ROUTE SHALL BE PROVIDED WITHIN THE BOUNDARY OF THE SITE
 FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING
 SPACES, PASSENGER LOADING ZONES IF PROVIDED, AND PUBLIC
 STREETS OR SIDEWALKS, TO AN ACCESSIBLE BUILDING
 ENTRANCE.
 12B)(1) PLEASE PROVIDE INFORMATION WHICH ACCESSIBLE
 PARKING SPACES WILL BE THE VAN A VERTICAL CLEARANCE OF
 98" MINIMUM AT THE SPACE AND ALONG THE VEHICULAR ROUTE
 THERETO.
  
 12B)(2) PLEASE PROVIDE SIGNAGE FOR ALL ACCESSIBLE
 PARKING SPACES . CHAPTER 11 PART B ANSI A117.1502.6.
  
 12C) THE SITE PLAN DOES NOT PROVIDE FOR HANDICAPPED
 PARKING UNDER THE BUILDING
 # 1, ANS1 A117.1, 4.6 PARKING AND PASSENGER LOADING
 ZONES, EQUIVALENT FACILITATION.
  
 12D) SITE PLAN DOES NOT PROVIDE ANYINFORMATION AS TO
 CURB CUTS, PEDESTRIAN CROSS WALKS, ETC.
  
 13) SHEET A5.01;
  
 13A-E) COMPLIED.
  
 13F) 2ND REQUEST, THEFIRE PUMP ROOM NO RATING OF
 WINDOW OR OPENING ?U? NOT IN WINDOW SCHEDULE. DOOR
 1.01IS NOW RATED- OK.
  
 13G-J) COMPLIED.
  
 13K) NEW COMMENT : SHEET A5.05 INDICATES THE ROOF DECK,
 THE PLAN DOESN?T INDENTIFY THE DOORS FROM THE
 STAIRWELLS FOR ROOF ACCESS.
 14)DETAILS ON A5.70:
  
 14A-D) COMPLIED.
  
 14E) 2ND REQUEST, THE LEASING OFFICETHE CUT SECTION
 PROVIDED AP A7.04 DETAIL# 4 DOES INDICATE A DROPPED
 CEILING IN THE CLOSET BUT NO INFORMATION IS PROVIDED AS
 TO THE CEILING AND WALL RATING OF THE CLOSET.1007.1.4.
  
  
 15) SHEET A5.02:
  
 15A-G) COMPLIED.
 15B) UNDERSTOOD THAT THE STAIRS ARE TO BE CONSIDERED
 OPEN STAIRS, BUT THE CORRIDOR WILL STILL REQUIRE A WALL
 RATING, IT CAN NOT BE CONSIDERED AN OPEN BALCONY.
 PLEASE PROVIDE THE RATING FOR THE CORRIDOR. PLANS NOW
 INDICATE THE UNIT ENTRY DOORS BEING FIRE RATED.
  
 15H) SHEET A5.04 TYPICAL 5TH FLOOR ELEVATOR DETAIL
 2/A8.10 :
 NEW COMMENT:SHEET A5.04 INDICATES AN ELEVATOR
 DETAIL 2 /A8.10 , THIS ELEVATOR MACHINE ROOM DOES NOT
 INDICATE WALL OR DOOR RATINGS.
  
 15I) NEW COMMENT: SHEET A5.05 STAIRWELL ACCESS TO ROOF.
 SEE 1008 SUCH STAIRWAY SHALL BE MARKED AT STREET AND
 FLOOR LEVELS WITH A SIGN INDICATING THAT IT CONTINUES
 TO THE ROOF.
  
 15J) NEW COMMENT: SHEET A7.02 WALL SECTION# 3& A7.03
 WALL SECTION# 1, DETAIL#21/ A7.10 INDICATES THE USE
 OF WHAT APPEARS TO BE EFIS WALL SYSTEMS, THERE IS A
 WALL IDENTITY TAG W1-14 , NO SUCH TAG ON SHEET A1.04?
  
 15K) NEW COMMENT: SHEET A7.02 KEY NOTE # 10 NOTES SEE
 STRUCTURAL DRAWINGS FOR ROOF TRUSS ANCHORAGE, NO
 TRUSSES NEAR THE NOTE, WHY IS THE BAT INSULATION ON THE
 FLOOR?
  
 16) SHEET A5.71:
  
 16A-B) COMPLIED.
  
 17) SHEET A5.20. COMPLIED.
  
 18) SHEET A5.10:
  
 18A) 2ND REQUEST, TRASH ROOM DETAIL4 OF A8.20 THE
 DETAIL IS INDICATING THE OPENING FROM THE CHUTE TO THE
 ACCESS ROOM.
 PLANS INDICATE A DETAIL 22 ON SHEET A7.10, SEE KEY NOT
 MARKER 13 & 23, BOTH APPEAR TO BE INCORRECT.
  
 18B) COMPLIED.
  
 18C) 2ND REQUEST THERE IS NO INFORMATION ON THE
 COMBUSTIBILITY OF THE TRASH CHUTE NOR
 ON AUTOMATICALLY CLOSING OPENINGS. 705.2.4.2. LOOKING
 FOR A SPEC INDICATING THE GAUGE OF METAL USED IN THE
 CHUTE, ETC.
  
 18D-E) COMPLIED.
  
 19) SHEET A5.11 IS FOR THE FIRST FLOOR ABOVE THE GARAGE
 FLOOR:
  
 19A-C) COMPLIED.
  
 20) COMPLIED.
  
 21) SHEET A5.22
  
 21A) COMPLIED.
  
 22) VARIOUS SHEETS ON BUILD 1,2 & 3
 INDICATE A DETAIL SECTION# 23 SHEET
 A7.10.
  
 22A) COMPLIED.
  
 22B) COMPLIED.
  
 22C) 2ND REQUEST, THIS SAME SECTION INDICATES USE OF
 FOAM TRIM ON THE EXTERIOR OF THE BUILDING ABOVE 40'.
 1404.1.1 ARCHITECTURAL TRIM ON BUILDINGS OF TYPE I, II
 AND IV CONSTRUCTION NOT MORE THANTHREE STORIES OR 40
 FT (12.2 M) HIGH MAY BE OFTYPE VI CONSTRUCTION, AND
 MAY BE
 OF TYPE VI CONSTRUCTION ON ALL BUILDINGS OF TYPE III, V
 AND VI CONSTRUCTION. TRIM SHALL BE SECURED TO THE WALL
 WITH METAL OR OTHER APPROVED BRACKETS OR FASTENERS.
 WHEN ARCHITECTURAL TRIM IS LOCATED ALONG THE TOP OF
 EXTERIOR WALLS, IT SHALL BE COMPLETELY BACKED BY THE
 EXTERIOR WALL AND SHALL NOT EXTEND OVER THE TOP OF
 EXTERIOR WALLS.
  
 23) 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. SEE ATTACHMENT.
 WWW.FLORIDABUILDING.ORG
  
 24) FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS, MISSING REPORTS ARE AS
 FOLLOWS:
 A) OPERABLE WINDOWS
 FL 3485TRACO TR-6800 -OK
 FL 3044.3TRACO HS-HC 65 NON-IMPACT WINDOW
 REQUIRED 0-30'LARGE MISSILE, 30'-60'SMALL MISSILE -
 DENIED
 FL 3044.4TRACO HS-AW 55NON-IMPACT WINDOW
 REQUIRED 0-30'LARGE MISSILE, 30'-60'SMALL MISSILE -
 DENIED
 FL 3044.5TRACO HS-AW55 NON-IMPACT WINDOW
 REQUIRED 0-30'LARGE MISSILE, 30'-60'SMALL MISSILE -
 DENIED
  
 B) FIXED WINDOWS
 FL 3487TRACOTR-3800 - OK
 FL 632KAWNEER EXPIRED NOA NON-IMPACT
 REQUIRED 0-30'LARGE MISSILE, 30'-60'SMALL MISSILE -
 DENIED
  
 C) MULLIONS MAY OR MAY NOT BE INCLUDED IN THE PRODUCT
 APPROVALS
  
 D) EXTERIOR HOLLOW METAL DOORS
 FL3078 AMWELD DENIED LOW PRESSURES SINGLE &
 PAIRS
  
 E) EXTERIOR GLAZED DOORS
 FL 3038TRACO 03-0829.06 SMALL MISSILE ONLY, NO
 PRESSURE TEST - DENIED
 FL 3038.3TRACO 03-0422.04 TR-8910 SMALL
 MISSILE TEST NO PRESSURE TEST - DENIED
 FL 3038.4TRACO 03-0422.04 TR-8910 LARGE
 MISSILE HIGHLIGHT ANCHOR FASTENING SCHEDULE MAY COMPLY
 FL3477TRACO TR-8300SLIDING GLASS DOOR
 NON-IMPACTREQUIRES 0-30' LARGE MISSILE, 30'-60' SMALL
 MISSILE - DENIED
  
 F) EXTERIOR LOUVERED DOORS NO REPORT SUBMITTED
  
 G) EXTERIOR RAILINGS- WILL ONLY NEED ENGINEERING NOT A
 PRODUCT APPROVAL
  
 H) LOUVERS NO REPORT SUBMITTED.
  
 I) TRUSS ANCHORS NO REPORT SUBMITTED.
  
 J) ROOF ASSEMBLIES INCLUDING DENSE DECK, INSULATION,
 UNDERLAYMENT, ROOF TILE AND ATTACHMENT METHODS. FL 1559
 SINGLE PLY ROOF SYSTEMS- HIGHLIGHT WHICH SUB-SYSTEM TO
 BE USED.
 NOTE ZONES 2 & 3 MAY REQUIRE ENHANCED FASTENING
 PROVIDE RATIONAL ANALYSIS BY QUALIFIED PROFESSIONAL
  
 K) EFIS WALL SYSTEMS IF USED
  
 L)5/8" FIBER TOUGH AQUA ROCK SHEATHING
  
 M ) PRE-MANUFACTURED ROOF A/C STANDS- OK
  
 N) ROLL UP DOOR - NO REPORT SUBMITTED
  
 O) DENSE DECK- MAY BE INCORPORATED IN A PRODUCT
 APPROVAL
  
 P) ROOF TILE - NO REPORT SUBMITTED- CIRCLE OR HIGHLIGHT
 WHAT ANCHOR METHOD TO INSTALLROOF TILE
  
 25- 27) COMPLIED, IMPACT GLASS IS SPECIFIED.
  
 28) COMPLIED, IMPACT GLASS IS SPECIFIED.
  
 29- 31) COMPLIED.
  
 32- 35) COMPLIED.
  
 NOTE: CALCULATED VALUE OF THIS TYPE II BUILDING IS
 $39,353,983.00
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
  
  
 COURTNEY LAKES BLDG 1 ? 2NDREV.DOC


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