Plan Review Notes
Plan Review Notes For Permit 03121642
Permit Number 03121642
Review Stop B
Sequence Number 1
Notes
Date Text
2004-02-17 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
  
 1) THE NOTICE OF COMMENCEMENT SHALL BE
 RECORDED AT PALM BEACH COUNTY COURTHOUSE
 AND A COPY SUBMITTED TO THIS OFFICE
 BEFORE A PERMIT CAN BE ISSUED.BLANK
 FORMS ARE AVAILABLE FROM THIS OFFICE.
  
 2) IMPACT FEES. THE PLANS SHALL BE TAKEN
 TO PALM BEACH COUNTY BUILDING DEPARTMENT
 FOR IMPACT FEE ASSESSMENT. THEY SHALL BE
 STAMPED AT THAT OFFICE AND A COPY OF THE
 PAID RECEIPT SUBMITTED TO THE CITY OF
 WEST PALM BEACH DEPT OF CONSTRUCTION
 SERVICES BEFORE A PERMIT CAN BE ISSUED.
  
 3) FBC* 105.13.1SPECIAL INSPECTOR.A
 STRUCTURAL INSPECTION PLAN MUST BE
 SUBMITTED PRIOR TO THE ISSUANCE OF A
 BUILDING PERMIT FOR THE CONSTRUCTION OF
 A THRESHOLD BUILDING.A THRESHOLD
 BUILDING IS ANY BUILDING WHICH IS
 GREATER THAN THREE STORIES OR 50 FEET IN
 HEIGHT, OR WHICH HAS AN ASSEMBLY
 OCCUPANCY WITH 5,000 SQFT AREA AND
 GREATER THAN 500 OCCUPANTS.THREE
 COPIES OF THE PLANS AND OTHER DOCUMENTS
 WILL BE REQUIRED FOR PERMITTING PURPOSES
  
 4) 61G1-16.004FL. ADMIN. CODE.PLANS
 PREPARED BY A REGISTERED ARCHITECT SHALL
 INCLUDE A TITLE BLOCK WHICH MUST:
 - STATE THE FIRM NAME, ADDRESS AND
 TELEPHONE NUMBER
 - STATE THE FIRM LICENSE NUMBER
 - STATE PROJECT NAME OR IDENTIFICATION
 - STATE DATE PREPARED
 - INCLUDE AN ORIGINAL SIGNATURE AND
 DATED SEAL
 - INCLUDE THE PRINTED NAME OF THE
 ARCHITECT SEALING THE PLANS
 THE ARCHITECTURAL BUSINESS LICENSE
 NUMBER STATED ON THE PLANS, ARC001407,
 IS NOT CORRECT.IT SHOULD BE AAC001407.
 AMEND THE TITLE BLOCK ON EACH SHEET.
 ALSO THE NAME AND LICENSE NUMBER ON THE
 SEAL OF JOSE LUIS GONZALEZ PEROTTI COULD
 NOT BE VERIFIED ON STATE DBPR WEBSITE
 WWW.MYFLORIDALICENSE.COM/DEFAULT.ASP
 AS ALL SEARCHES RETURNED 'NO RESULTS
 FOUND'.PROVIDE DOCUMENTATION TO VERIFY
 THE LICENSE STATUS.ONE COPY OF SHEET
 A-001 HAS BEEN RETAINED FOR OUR FILE.
  
 5) FBC 1511.1.3ALLOWABLE HEIGHT.
 SHEET A-108.THE ROOFTOP STRUCTURES
 MUST BE CONSIDERED AS AN ADDITIONAL
 STORY AS THEY ARE BEING USED FOR
 PURPOSES OTHER THAN TO HOUSE MECHANICAL
 EQUIPMENT OR TO SHELTER VERTICAL SHAFT
 OPENINGS IN THE ROOF.THEREFOR THE
 BUILDING EXCEEDS THE 65 FEET MAXIMUM
 HEIGHT PERMITTED FOR A TYPE IV BUILDING
 WITH 1-HOUR PROTECTION AND A RESIDENTIAL
 OCCUPANCY, PER TABLE 500.AMEND THE
 CONSTRUCTION TYPE/PLANS.
  
 6) FBC 503.3.3.2MEZZANINE, SHEET A-103
 MEZZANINES SHALL NOT EXCEED 1/3 OF THE
 AREA OF THE ROOM IN WHICH THEY ARE
 LOCATED AND ENCLOSED SPACE UNDER THE
 MEZZANINE SHALL NOT BE CONSIDERED IN THE
 DETERMINATION OF THAT AREA.THE 'LOFTS'
 AND THE ELEVATOR MACHINE ROOM, PUMP
 ROOM, ELECTRICAL ROOM AND LAUNDRY DO NOT
 QUALIFY AS MEZZANINES AND MUST THEREFOR
 BE CONSIDERED AS AN ADDITIONAL STOREY.
 AMEND THE CONSTRUCTION TYPE/PLANS (SEE
 COMMENT ABOVE).
  
 7) FBC* 102.2.4FIRE DISTRICT - ROOF.
 ROOF COVERINGS IN THE FIRE DISTRICT
 SHALL CONFORM TO THE REQUIREMENTS OF
 CLASS A OR B ROOF COVERINGS.ANNOTATE
 THE PLANS TO DEMONSTRATE COMPLIANCE.
  
 8) FBC* 102.2.7FIRE DISTRICT - TRIM.
 SHEETS A-201 TO A-303 SHOW 'CYPRESS
 OUTRIGGERS AND T&G EAVES'. ARCHITECTURAL
 TRIM ON BUILDINGS LOCATED IN THE FIRE
 DISTRICT SHALL BE CONSTRUCTED OF
 APPROVED NON-COMBUSTIBLE MATERIALS OR
 FIRE RETARDANT TREATED WOOD.AMEND THE
 PLANS TO DEMONSTRATE COMPLIANCE.
  
 9) FBC 11-4.13.4 SHEET A-102, ACCESSIBLE
 DOORS.CORRIDOR DOOR 148 IS SHOWN AS
 HAVING TWO INDEPENDENTLY OPERATED DOOR
 LEAVES.AT LEAST ONE LEAF SHALL HAVE A
 MINIMUM CLEAR OPENING OF 32 INCHES.
 AMEND THE PLAN.
  
  
  
 10) FBC 11-4.13.6SHEET A-102,
 MANEUVERING CLEARANCES AT DOORS.ADD A
 DIMENSION TO THE PLAN AT RESTAURANT DOOR
 157 TO ENSURE THAT A CLEARANCE OF AT
 LEAST 18" IS PROVIDED BETWEEN THE STRIKE
 EDGE OF THE DOOR AND THE ADJACENT WALL
 ON THE PULL SIDE OF THE DOOR.
  
 11) FBC 11-9.1.2ACCESSIBLE SUITES.
 AMEND/ANNOTATE THE PLANS TO SHOW WHICH
 SUITES ARE TO BE MADE ACCESSIBLE AND
 PROVIDE THE RELEVANT DIMENSIONED PLANS
 TO DEMONSTRATE COMPLIANCE WITH ALL PARTS
 OF FBC 11-9.2.2
  
 12) FBC 11-9.1.3PERSONS WITH HEARING
 IMPAIRMENTS.ANNOTATE THE PLANS TO SHOW
 WHICH SUITES, IN ADDITION TO THOSE
 REQUIRED TO BE ACCESSIBLE, ARE TO COMPLY
 WITH FBC 11-9.3 (VISUAL ALARMS,
 NOTIFICATION DEVICES AND TELEPHONES).
  
 13) FBC 11-4.9.4STAIR HANDRAILS.AT
 THE TOP OF THE STAIR, HANDRAILS SHALL
 EXTEND HORIZONTALLY, AT LEAST 12 INCHES
 BEYOND THE TOP RISER.AT THE BOTTOM OF
 THE STAIR, HANDRAILS SHALL CONTINUE TO
 SLOPE, BEYOND THE BOTTOM RISER, FOR A
 DISTANCE EQUAL TO THE WIDTH OF ONE RISER
 AND THEN EXTEND HORIZONTALLY FOR A
 FURTHER 12 INCHES.AMEND THE PLANS TO
 DEMONSTRATE COMPLIANCE.
  
 14) SHEET A-118MEZZANINE LEVEL.NO
 FIRE-RATING IS SHOWN FOR THE WALL
 BETWEEN SUITE 101 AND THE ADJACENT
 REAR EXIT CORRIDOR.
  
 15) FBC 3003.4.1ELEVATOR, STRETCHER
 REQUIREMENTS.AT LEAST ONE OF THE
 ELEVATORS SHALL BE ABLE TO ACCOMMODATE
 A 76" LONG, 24" WIDE AMBULANCE STRETCHER
 IN THE HORIZONTAL POSITION.THAT
 ELEVATOR SHALL BE IDENTIFIED WITH
 SIGNAGE.AMEND THE PLANS TO DEMONSTRATE
 COMPLIANCE.
  
 16) FBC 1007.8.2.1SPIRAL STAIRS IN
 SUITES 100, 102, 103, 104, 106 AND 108.
 PROVIDE DETAILS TO DEMONSTRATE
 COMPLIANCE WITH THE REQUIREMENTS FOR
 SPIRAL STAIRS.
  
 17) FBC 1608.2.1SHEET A-502, DETAIL 6.
 THE NOTE ABOUT HANDRAIL LOAD IS NOTED
 BUT IT IS INCOMPLETE.STAIR HANDRAILS
 SHALL BE DESIGNED AND CONSTRUCTED FOR A
 CONCENTRATED LOAD OF 200 LB AND A LINE
  
  
  
  
 LOAD OF 50 PLF.THESE LOADS SHALL NOT
 BE APPLIED SIMULTANEOUSLY BUT SHALL BE
 APPLIED INDIVIDUALLY AT ANY POINT, AND
 IN ANY DIRECTION, TO PRODUCE MAXIMUM
 STRESS IN EACH OF THE COMPONENTS OR
 SUPPORTS.AMEND/ANNOTATE THE PLANS.
  
 18) FBC 1608.2.2 ALL GUARDRAILS SHALL BE
 DESIGNED AND CONSTRUCTED FOR A
 CONCENTRATED LOAD OF 200 LB APPLIED IN
 ANY DIRECTION AT THE TOP OF THE
 GUARDRAIL, A CONCENTRATED HORIZONTAL
 LOAD OF 200 LB APPLIED ON A 1 SQ FT AREA
 AT ANY POINT, AND A LINE LOAD OF 50 PLF
 APPLIED HORIZONTALLY AT THE REQUIRED
 GUARDRAIL HEIGHT WITH A SIMULTANEOUS
 LINE LOAD OF 100 PLF APPLIED VERTICALLY
 DOWNWARD ON THE TOP OF THE GUARDRAIL.
 THESE LOADS SHALL NOT BE APPLIED
 SIMULTANEOUSLY (UNLESS NOTED ABOVE) BUT
 SHALL BE APPLIED INDIVIDUALLY TO PRODUCE
 MAXIMUM STRESS IN EACH OF THE COMPONENTS
 OR SUPPORTS.AMEND/ANNOTATE THE PLANS.
  
 19) FBC 1015.3SHEET A-502, DETAIL 9.
 A 6" SPHERE SHALL NOT PASS THROUGH THE
 TRIANGULAR OPENING FORMED BY A TREAD, A
 RISER AND THE BOTTOM EDGE OF THE
 GUARDING.ANNOTATE THE DETAIL TO
 DEMONSTRATE COMPLIANCE.
  
 20) FBC* TABLE 2306.1SHEET A-501,
 DETAIL 2.FASTENING OF PLYWOOD WOOD
 SHEATHING SHALL BE 4" O.C. AT THE EDGES
 IN ZONE 3.AMEND THE NOTE.ALSO,
 CLARIFY THE MEANS OF FASTENING THE
 PLYWOOD SHEATHING TO THE STRUCTURE
 BELOW (I.E. CORRUGATED METAL DECK).
  
 21) FBC 1606.3SHEET S-7.AMEND THE
 PLANS TO STATE THE CALCULATED WIND-
 INDUCED UPLIFT PRESSURES ON THE MEMBRANE
 SYSTEM ROOF OVER THE EQUIPMENT/
 MECHANICAL/TOILET ROOMS.
  
 22) SHEET S-9 CONNECTORS SCHEDULE AND
 SHEET S-11 SECTION 2.FROM A SEARCH ON
 THE SIMPSON WEBSITE WWW.STRONGTIE.COM
 AND THE 2004 CATALOG, THE SPECIFIED
 'ETA22' IS NOT A CURRENT SIMPSON ANCHOR
 REFERENCE.AMEND THE PLANS TO SPECIFY
 VALID ANCHOR REFERENES FOR WHICH THE
 UPLIFT CAPAPCITY CAN BE VERIFIED.
  
  
 23) FBC* 104.2.1.2SHEETS A-502 & A-505
 PLANTER AND OBELISK ATTACHMENT DETAILS.
 THE PLANS DO NOT INCLUDE SUFFICIENT
 INFORMATION ABOUT THE MATERIALS AND
 CONSTRUCTION TO DETERMINE SUITABILITY OF
 OF THE PROPOSED MEANS OF ATTACHMENT.
  
  
 24) FBC 1007SHEET A-502, DETAIL 5 -
 STAIR.THE DETAIL REFERS TO THE
 STRUCTURAL DRAWINGS.NO STAIR/LANDING
 LAYOUT DRAWINGS OR CONSTRUCTION DETAILS
 HAVE BEEN SUBMITTED.
  
 25) FBC 13-103.1.2BEFORE A BUILDING
 PERMIT CAN BE ISSUED, THE SUBMITTED
 ENERGY CODE COMPLIANCE FORMS SHALL BE
 SIGNED BY THE BUILDING OWNER, THE
 OWNER'S ARCHITECT OR OTHER AUTHORIZED
 AGENT LEGALLY DESIGNATED BY THE OWNER.
  
 26) FBC 13-103.1.1.1THE PROFESSIONALS
 RESPONSIBLE FOR THE DESIGN OF THE
 BUILDING SHELL AND THE ELECTRICAL,
 LIGHTING, MECHANICAL AND PLUMBING
 SYSTEMS SHALL EACH SIGN THE ENERGY CODE
 COMPLIANCE FORM, TO CERTIFY COMPLIANCE.
  
 27) SUBMIT PRODUCT APPROVALS FOR THE
 WINDOWS, EXTERIOR DOORS, STORE FRONT,
 ROOF TILES AND MEMBRANE ROOFING.
 NOTE: FL. ADMIN CODE RULE 9B-72 (IN
 EFFECT SINCE OCTOBER 1, 2003) REQUIRES
 THAT PRODUCTS HAVE STATEWIDE, LOCAL OR
 SITE-SPECIFIC PRODUCT APPROVAL.THE
 SUBMITTAL SHOULD INCLUDE THE STATEWIDE
 PRODUCT APPROVAL NUMBER (FL###),
 AVAILABLE FROM THE DEPT OF COMMUNITY
 AFFAIRS PRODUCT APPROVAL WEBSITE
 WWW.FLORIDABUILDING.ORG/PR/PR_SRCH.ASP
 LOCAL AND SITE-SPECIFIC PRODUCT APPROVAL
 FORMS ARE AVAILABLE FROM THIS OFFICE FOR
 PRODUCTS WHICH DO NOT HAVE A STATEWIDE
 APPROVAL LISTING.
 THE PRODUCT APPROVAL SHEETS SHALL BE
 MARKED, AS APPROPRIATE, TO IDENTIFY
 WHICH PRODUCT OPTIONS/MATERIALS/SIZES
 ARE TO BE USED.
  
 28) A SEPARATE PERMIT APPLICATION WILL
 BE REQIRED FOR THE SWIMMING POOL.
  
 29) IF NEW PLAN SHEETS ARE REQUIRED, IN
 ORDER TO ADDRESS THE ABOVE COMMENTS, THE
 OLD SHEETS SHALL BE REMOVED AND THE NEW
 SHEETS INSERTED.ONE COPY OF EACH OLD
 SHEET SHALL BE INCLUDED WITH THE
 RESUBMITTAL FOR COMPARISON OF REVISIONS.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6716ROBERT BROWN
 E-MAIL: [email protected]


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