Plan Review Notes
Plan Review Notes For Permit 07040094
Permit Number 07040094
Review Stop B
Sequence Number 3
Notes
Date Text
2008-05-14 15:40:13****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBCFLORIDA BUILDING CODE 2004
 FBC EBFLORIDA BUILDING CODE 2004 EXISTING BUILDING
 CODE
 FBC RFLORIDA BUILDING CODE 2004 RESIDENTIAL FBC*
 CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004
  
 FAC FLORIDA ADMINISTRATIVE CODE
 FSFLORIDA STATUTE
  
 COMMENTS FROM PREVIOUS LIST:
  
 1. NOTE CORRECTION SUBMITTAL
 WHEN RE-SUBMITTING CORRECTED PLANS FOR PERMITTING,
 PLEASE REMOVE AND REPLACE ANY SHEETS AS NECESSARY.
 INCLUDE A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER WITH A DESCRIPTION OF THE
 REVISION MADE. IDENTIFY THE SHEET OR SPECIFICATION
 PAGE
 WHERE THE CHANGES CAN BE FOUND AND INCLUDE THE OLD
 SHEETS IN THE RE-SUBMITTAL PACKAGE FOR THE PLAN
 REVIEWER'S REFERENCE.
 THIS SHALL HELP TO EXPEDITE YOUR PERMIT. THANK YOU
 FOR
 YOUR ANTICIPATED COOPERATION.
  
 2. F.S. 713.13 NOTICE OF COMMENCEMENT
 FILE NOTICE WITH THE CLERK OF COURT RECORDING
 DIVISION.
 IF THE WORK DESCRIBED IN THE NOTICE IS NOT COMMENCED
  
 WITHIN 90 DAYS OF FILING THE NOTICE WILL BECOME NULL
  
 AND VOID. SUBMIT THE NOTICE AT THE TIME OF PERMIT
 ISSUANCE AND POST A COPY AT THE JOB SITE BEFORE THE
 FIRST INSPECTION.
  
 3. NOTES SHEET 2.1
  
 (A) ADDRESSED.
  
 (B) PROJECT INFORMATION - PLEASE COMPLETE ON PLAN
 INFORMATION
 CONSTRUCTION TYPE
  
 3RD REVIEW, TYPE DECLARED IS TYPE II, BUT DETAILS SHOW
 WOOD TRUSSES.NO INFORMATION PROVIDED REGARDING THE
 EXISTING OFFICE BUILDING, SEE FBC503.1.3.
  
 OCCUPANT LOAD
  
 3RD REVIEW, SEE FBC 1004, OCCUPANT LOAD CANNOT BE LESS
 THAN FBC TABLE 1004.2.1.
  
 OTHER INFORMATION WAS REQUESTED AND PROVIDED, BUT DUE
 TO INCORRECT/INCOMPLETE INFORMATION, CODE COMPLIANCE
 CANNOT BE DETERMINED.COMPLETE INFORMATION REGARDING
 THE TWO BUILDINGS MUST BE PROVIDED AS WELL AS
 INFORMATION REGARDING HOW YOU ARE COMPLYING WITH FBC
 TABLE 601, FBC TABLE 602, FBC TABLE 503, FBC TABLE
 704.8.WITHOUT ALL INFORMATION REQUIRED, CODE
 COMPLIANCE CANNOT BE DETERMINED.NO INFORMATION
 REGARDING HOW THIS PROJECT COMPLIES WAS PROVIDED.SEE
 FIRST COMMENT LIST, ALL CALCULATIONS REGARDING ANY AREA
 INCREASES ARE TO BE ON THE PLAN.NO AREA INCREASES
 WERE TAKEN BUT THE WRONG BUILDING TYPE DECLARED.NOT
 ENOUGH INFORMATION PROVIDED TO DETERMINE CODE
 COMPLIANCE.
  
  
 FBC 501.2 PREMISES IDENTIFICATION.
 3RD REVIEW, PLEASE NOTE THAT THIS WAS ADDRESSED AS
 REQUESTED.HOWEVER, CITY OF WEST PALM BEACH MUNICIPAL
 CODE 78-6(1) AND ALSO NFPA 101/FLORIDA FIRE PREVENTION
 CODE REQUIRE 6IN HIGH, 1IN WIDE MINIMUM.PLEASE NOTE
 THAT HAD ALL OTHER ITEMS BEEN ADDRESSED, THIS WOULD
 HAVE BEEN A REDLINE/PROVISO ITEM.
  
 FBC 602.2 TYPES I AND II.
 TYPE I AND II CONSTRUCTION ARE THOSE TYPES OF
 CONSTRUCTION IN WHICH THE BUILDING ELEMENTS LISTED
 IN
  
 TABLE 601 ARE OF NONCOMBUSTIBLE MATERIALS.
  
 3RD REVIEW, WOOD TRUSSES SHOWN; TYPE II IS TO BE
 NONCOMBUSTIBLE.ALSO A OR B MUST BE DECLARED AND ANY
 FIRE RESISTANCE RATINGS REQUIRED SHOWN ON THE PLAN, FBC
 TABLE 601.NO INFORMATION PROVIDED IN REGARDS TO
 EXISTING OFFICE BUILDING; SEE OTHER COMMENTS.
  
 COMMENT 3D) FBC 11-4.1.6 II ACCESSIBLE BUILDINGS -
 ALTERATIONS
 PLANS DO NOT INDICATE OR IDENTIFY THE ACCESSIBLE
 ENTRANCE INTO THE BUILDING. PLANS INDICATE A 4?IN
 DIFFERENCE IN ELEVATION AT ENTRANCES FROM PARKING AREA
 TO UNIT SPACES.
  
 3RD REVIEW, PLAN STILL SHOW A 4IN ELEVATION CHANGE AT
 THE RAMP, SHEET 2.1, EAST SIDE.SEE OTHER COMMENTS
 REGARDING ACCESSIBLE ROUTE.
  
 11-4.3.1-. ALL WALKS/HALLS/CORRIDORS SHALL BE
 ACCESSIBLE
  
 3E.FBC 1210.1 AND 1210.2 FLOORS / WALLS
 URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD,
  
 NON-ABSORBENT SURFACE
  
 3RD REVIEW, DRYWALL SHOWN ON THE PLAN.THIS IS NOT A
 HARD NON-ABSORBENT SURFACE.
  
 3.
 B) USE AND OCCUPANCY COMPLETE INFORMATION
 C) TYPE OF CONSTRUCTION
 E) SPRINKLER SYSTEM REQUIREMENT
  
 3RD REVIEW, NOT COMPLETELY ADDRESSED.PLEASE SEE OTHER
 COMMENTS.
  
 4. FBC EXISTING 812.4.2
 HAZARD CATEGORIES IN REGARD TO HEIGHT AND AREA SHALL
 BE
 IN ACCORDANCE WITH TABLE 812.4.2.
 SEE TABLE FOR CLASSIFICATIONS
  
 I WAS UNABLE TO LOCATE WHERE THIS WAS ADDRESSED ON THE
 PLAN.PLEASE ADVISE.ALSO IT IS NOT CLEAR IF YOU ARE
 TREATING THIS AS ONE BUILDING OR TWO BUILDINGS WITH AN
 ASSUMED PROPERTY LINE, FBC503.1.3.
  
 5. WALL INSULATION VALUES ON ENERGY
 CALCULATIONS DOT NOT MATCH PLAN
  
 3RD REVIEW, INPUT DATA REPORT FOR ENERGY CALCS NOT
 INCLUDED.INCOMPLETE INFORMATION; NO REVIEW CAN BE
 DONE AT THIS TIME.
  
 ROOFING SYSTEM TAMKO, HIGHLIGHT SYSTEM USED
 AND MATCH ENERGY CALCULATIONS FOR SPECIFIED
 MATERIALS
  
 IN SYSTEM
  
 3RD REVIEW, A SYSTEM WAS SELECTED BUT REQUIRES
 ENGINEERING FOR THE ENHANCED FASTENING FOR ZONES 2 AND
 3.THIS MAY BE PROVIDED AT THIS TIME OR AT THE TIME OF
 ROOF PERMIT APPLICATION (PROVISO ITEM).
  
 NOTE THAT A PRELIMINARY REVIEW WAS DONE ON THE NOA
 SUBMITTED, BUT IF THIS BUILDING IS A TYPE II, WOOD DECK
 CANNOT BE USED AND THE APPROPRIATE NOA SUBMITTED.
  
 6-7.ADDRESSED.
  
 8.FURNISH TRUSS ENGINEERED DRAWINGS FOR REVIEW
  
 THIS WAS REQUESTED BY PREVIOUS PLANS EXAMINER AND NOT
 ADDRESSED.THIS PERMIT MAY BE ISSUED WITH A PROVISO
 THAT THEY BE SUBMTTED FOR REVIEW PRIOR TO INSTALLATION,
 BUT THERE ARE OTHER ISSUES WITH THE ROOF FRAMING PLAN.
 IT IS NOT CLEAR ON SHEET 5.1 WHERE I AND J ARE TO BE
 INSTALLED. WHAT DO THE ARROWS ON THE TIE DOWN SCHEDULE
 MEAN?WHY ARE THE COLUMNS FOR CALCULATED LATERAL LOAN
 BLANK?IF ARROWS INDICATE THE ONES TO BE USED, WHY ARE
 THEY BLANK BUT OTHER CONNECTORS HAVE DATA?PROVIDE
 DESIGN LOAD CRITERIA (WIND UPLIFT, LATERAL) WITH
 CALCULATIONS.
  
 NEW COMMENTS (A RESULT OF PLAN CHANGES WHEN ADDRESSING
 PREVIOUS COMMENTS):
  
 9.SHEET 3.1 SHOWS AN ACUSTIC CEILING.DO YOU MEAN
 ACOUSTIC?THE CEILING SPECIFIED ON 6.1 IS A HUNG
 CEILING, BUT THAT IS NOT WHAT IS SHOWN GRAPHICALLY ON
 WALL SECTIONS; THEY ARE SHOWN AS ATTACHED TO THE
 TRUSSES.PLEASE CLARIFY; PROVIDE A SPECIFICATION FOR
 ATTACHMENT.
  
 10.FBC1008.1.8, THE HANDRAIL TO THE RAMP OBSTRUCTS
 THE DOOR SWING.PLEASE EXPLAIN LOGIC OF HAVING A DOOR
 BLOCKING THE CORRIDOR TO THE REQUIRED EXIT, SEE SHEET
 6.1.
  
 11.THE BUILDING IS NOTED AS FULLY SPRINKLERED, NO
 FIRE ALARM NOTES.SEE FBC11-4.28 AND SHOW REQUIRED
 ALARMS IN AREAS SPECIFIED (SUCH AS BATHROOMS).
  
 12.SEE OTHER TRADES? COMMENTS REGARDING ENERGY CALCS.
 ALL BUILDING COMPONENTS TO BE INCLUDE.THE SQUARE FOOT
 AREA DOES NOT MATCH PLAN.ENERGY CALCS ARE TO BE
 PREPARED BY A DESIGN PROFESSIONAL, NOT CLEAR WHO HAS
 SIGNED THIS.PROVIDE A SEAL AND PRINTED NAME.
  
 13.SHEET 2.1, CLARIFY WALL FINISH SHOWN AS VINYL
 COMPOSITE TILE; APPEARS TO BE FLOORING.
  
 14.SPRINKLER PLANS ARE REQUIRED IF SPRINKLERS ARE
 REQUIRED FOR CODE COMPLIANCE.
  
 15.SHEET 2.1, A NOTE WAS ADDED STATING THAT THIS
 BUILDING IS A SEPARATE BUILDING FROM THE EXISTING
 BUILDING.ANY TIME THAT AN ADDITIONAL STRUCTURE IS
 ADDED TO A PARCEL, CODE COMPLIANCE FOR THE NEW
 STRUCTURE AS WELL AS THE EXISTING STRUCTURE MUST BE
 SHOWN.THE EXISTING STRUCTURE WAS REVIEWED FOR CODE
 COMPLIANCE REGARDING DISTANCE TO THE PROPERTY LINE,
 SIZE, ETC.ADDING ANOTHER STRUCTURE TO THE PARCEL
 CHANGES THE HAZARD TO THE EXISTING BUILDING.
  
 16.SHEET 2.1, DEAD END REFERENCE INCORRECT.
  
 17.SHEET 2.1, IT APPEARS THAT YOU ARE USING DESIGN
 CRITERIA FOR A FULLY SPRINKLERED BUILDING.SEE OTHER
 COMMENTS; IF SPRINKLERS ARE REQUIRED FOR CODE
 COMPLIANCE SPRINKLER PLANS MUST BE PROVIDED PRIOR TO
 PERMIT ISSUANCE.THIS HAS BEEN VERIFIED BY A
 DECLARATORY STATEMENT FROM THE STATE,
 FBC*106.3.5.1.1(5), FS553.79 (2).
  
 18. SHEET 2.1, SQUARE FOOT AREA 4184, DOES NOT MATCH
 OCCUPANT LOAD SQUARE FOOT AREA (2396 AND 1617), AND
 DOES NOT MATCH ENERGY CALCS 4023.
  
 19. SHEET 2.1, CORRIDOR FIRE RESISTANCE RATING PER FBC
 TABLE 1016.1, REQUIREMENTS NOT CLEAR AS A FULLY
 SPRINKLERED BUILDING WAS DECLARED, BUT NO INFORMATION
 PROVIDED REGARDING THE OTHER BUILDING OR WHETHER THIS
 WILL BE A SEPARATE BUILDING WITH AN ASSUMED PROPERTY
 LINE, AND NO FIRE SPRINKLER PLANS PROVIDED.
  
 20.MAXIMUM DEAD END, SHEET 2.1, WRONG CODE
 REFERENCE.
  
 21.EXITING FROM THE OTHER BUILDING AND HOW ACCESSIBLE
 EXITING HAS BEEN AFFECTED IS NOT CLEAR.IS THE ROUTE
 THROUGH THE NEW BUILDING TO THE PUBLIC WAY ALSO AN
 ACCESSIBLE EXIT FOR THE OTHER BUILDING, OR DOES IT HAVE
 EXITS ON THE OTHER SIDE OF THE BUILDING?IT APPEARS
 THAT THE EXISTING BUILDING CURRENTLY HAS AN ACCESSIBLE
 ROUTE TO THE PUBLIC WAY THROUGH THE EXISTING PARKING
 LOT.THIS IS NOW BLOCKED BY THE NEW BUILDING, UNLESS
 THEY USE THE CORRIDOR THROUGH THE NEW BUILDING.NO
 FIRE RESISTANCE RATING SHOWN, BUT MAY BE REQUIRED.
  
 22.THE NOTE REGARDING MAXIMUM TRAVEL ON SHEET 2.1 IS
 NOT CLEAR.IT STATES 85FEET PER NOTE D, TABLE 1018.2.
 THIS TABLE IS FOR BUILDINGS WITH ONE EXIT, AND NOTE D
 IS APPLICABLE FOR BUSINESS OCCUPANCY, BUT THE NEW
 BUILDING IS M AND S1 OCCUPANCY.AND, NOTHING ON THE
 TABLE SPECIFIES 85FEET.
  
 23. (FROM PREVIOUS LIST)FBC 1609.1.4 IMPACT
 PROTECTION FOR GLAZED OPENINGSTHIS WILL REQUIRE A
 SHUTTER PERMIT AND PRODUCT
 APPROVALS SUBMITTED
  
 USE OF REMOVABLE SHUTTERS ON COMMERCIAL BUILDINGS MUST
 BE APPROVED BY THE BUILDING OFFICIAL.SEE ATTACHED
 POLICY, ITEM 13.A PLAN INCLUDING ALL INFORMATION
 REFERENCED MUST BE SUBMITTED. THIS MAY BE DONE PRIOR TO
 RESUBMITTAL OF THE BUILDING PERMIT PLANS FOR
 PRELIMINARY REVIEW, [email protected] TO HAVE
 THE PRE STORM PREPARATION PLAN APPROVED PRIOR TO
 RESUBMITTAL OF THE PERMIT PACKAGE MAY RESULT IN DELAYS
 IN PERMITTING.
  
 SEE PREVIOUS LIST, IMPACT PROTECTION REQUIRED
 FBC1609.1.4.IF USE OF SHUTTERS IS PROPOSED, ATTACHED
 INSTALLATION SCHEDULE MUST BE COMPLETED.
  
 24.THE COMMENT REGARDING IMPACT FEES WAS ADDRESSED.
 PLEASE KEEP THE STAMPED PLAN AND THE RECEIPT IN THE
 PACKAGE.
  
 25.DETAIL 3 3.1 SHOWS A CEILING OVER NEW HALL.
 SPECIFY THE NEW CEILING, FBC*106.
  
 26.DETAIL 4 4.1 TEST STATES THAT A 1 ? IN WATERSTOP
 WILL BE INSTALLED; NONE SHOWN.
  
 27. DETAIL 7 4.1 SHOWS A FLASHING DETAIL AT A FRAME
 WALL.TYPE II IS DECLARED.WHERE WILL THIS BE
 INSTALLED?
  
 28.A VALUE ADJUSTMENT WAS DONE USING ICC TABLES. THIS
 VALUE MAY CHANGE PENDING CORRECT INFORMATION ON PLANS.
 (BUILDING TYPE, SQUARE FOOT AREA)
  
 29.SHEET 5.1, CLARIFY ROOF DRAIN CALCULATIONS.SEE
 PLUMBING COMMENTS REGARDING CALCULATIONS AND ROOF
 DRAINAGE.ALSO SHOW PARAPET DIMENSION ON THE PARAPET
 WALL DETAIL.
  
 30.ROOF COMPONENTS AND CLADDING DESIGN PRESSURES
 REQUIRED, FBC1603.1.4.
  
 31.SEE ATTACHED FS553.80(2)(B).A 4X PLAN REVIEW
 WILL BE CHARGED IF COMMENTS ARE NOT PROPERLY ADDRESSED
 A THIRD TIME.A FEE MAY BE ASSESSED AT THIS TIME AS
 SOME COMMENTS ARE FROM THE FIRST LIST.A SET HAS BEEN
 RETAINED.


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