Plan Review Notes
Plan Review Notes For Permit 02102203
Permit Number 02102203
Review Stop B
Sequence Number 2
Notes
Date Text
2003-04-23 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)
  
 FOR CONSISTENCY, THE FOLLOWING COMMENTS
 ARE NUMBERED AS PER THE BUILDING PLAN
 REVIEW OF 1/13/03:
  
 1) 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.
  
 2) THIS COMMENT HAS NOT BEEN ADDRESSED.
 FBC* 104.2.4SITE SURVEY.A SIGNED AND
 SEALED SURVEY DRAWING PREPARED BY A
 QUALIFIED SURVEYOR IS REQUIRED (REF:
 472.025(1) FL. STATUTES.). THE SUBMITTED
 SURVEY SHEET IS FOR A DELRAY BEACH
 LOCATION (???).
  
 4) INFORMATIVE:
 A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 5) INFORMATIVE:
 IMPACT FEES MUST BE PAID TO PALM BEACH
 COUNTY, THE PLANS STAMPED BY THEM AND A
 COPY OF THE RECEIPT SUBMITTED TO THE
 CITY OF WEST PALM BEACH CONSTRUCTION
 SERVICES DEPARTMENT BEFORE A BUILDING
 PERMIT CAN BE ISSUED.
  
 6) FBC 11-4.1.2THE BUILDING SHALL BE
 SERVED BY AT LEAST ONE ACCESSIBLE ROUTE
 FROM THE ACCESSIBLE PARKING AND BUS STOP
 ACCEPTABILITY OF THESE PLANS IS
 CONTINGENT UPON THE CIVIL/SITE PLANS,
 PERMIT# 02102208, BEING PERMITTED.
  
 7) THIS COMMENT HAS NOT BEEN ADDRESSED.
 FBC 13-103.0ENERGY CODE COMPLIANCE
 SHALL BE DEMONSTRATED BY SUBMITTAL OF
 APPROPRIATE CODE COMPLIANCE FORMS
  
 8) PRODUCT APPROVALS: DOOR, WINDOW, ROOF
 (A) ASPHALT SHINGLE PRODUCT APPROVAL
 NOA# 00-0105.02 EXPIRED ON 4/22/03.
 SUBMIT A VALID PRODUCT APPROVAL.
 (B) THE SUBMITTED COPY OF STEELCRAFT
 MANUF. 98/99 RIM EXIT STEEL DOOR PRODUCT
 APPROVAL NOA# 01-1203.11 IS MISSING TEXT
 SHEETS 2 AND 3 (SPECIFIC AND GENERAL
 CONDITIONS), AND SOME OF THE DRAWING
 SHEETS.SUBMIT A COMPLETE PRODUCT
 APPROVAL.
 (C) THE SUBMITTED COPY OF STEELCRAFT
 MANUF. F, M FRAME STEEL DOOR PRODUCT
 APPROVAL NOA# 01-0129.12 IS MISSING TEXT
 SHEETS 2 AND 3 (SPECIFIC AND GENERAL
 CONDITIONS), AND SOME OF THE DRAWING
 SHEETS.SUBMIT A COMPLETE PRODUCT
 APPROVAL.
 (D) NOT USED
 (E) THE DRAWING SHEETS OF THE SUBMITTED
 COPIES OF ARCH ALUMINUM STOREFRONT DOOR
 PRODUCT APPR. NOA# 01-0919.02 ARE POORLY
 REPRODUCED.SUBMIT LEGIBLE COPIES.
 COPIES OF MIAMI-DADE PRODUCT APPROVALS
 CAN BE PRINTED FROM THEIR WEBSITE,WWW.
 MIAMIDADE.GOV/BUILDINGCODE/PC-SEARCH.HTM
 (F) THE SUBMITTED 2 PAGE COPY EXTRACT OF
 THE 48 PAGE GAF MODIFIED BITUMEN ROOF
 PRODUCT APPROVAL NOA# 00-0331.09 DOES
 NOT INCLUDE A STATEMENT OF THE MAXIMUM
 DESIGN PRESSURE AND STATES THAT "ALL
 GENERAL AND SYSTEM LIMITATIONS SHALL
 APPLY".SUBMIT COPIES OF THE SHEETS
 WHICH STATE THE GENERAL AND SYSTEM
 LIMITATIONS AND THE MAX DESIGN PRESSURE.
 COPIES OF MIAMI-DADE PRODUCT APPROVALS
 CAN BE PRINTED FROM THEIR WEBSITE,WWW.
 MIAMIDADE.GOV/BUILDINGCODE/PC-SEARCH.HTM
 (G) SHEET A2-5.1, WEST ELEVATION.DOORS
 108A AND 108B INCORPORATE GLAZED LITES
 ABOVE, GIVING AN OVERALL HEIGHT IN
 EXCESS OF 10 FT.THE DOOR SCHEDULE
 (SHEET A2-10.1) DOES NOT REFLECT THIS.
 ALSO THE OVERALL HEIGHT IS OUTSIDE THE
 SCOPE OF THE SUBMITTED ARCH ALUMINUM
 STOREFRONT DOOR PRODUCT APPROVAL
 NOA# 01-0919.02.SUBMIT AN APPROPRIATE
 DOOR PRODUCT APPROVAL OR A STRUCTURAL
 MULLION PRODCT APPROVAL.
  
 9) THIS COMMENT HAS NOT BEEN PROPERLY
 ADDRESSED.FBC 1403.9 LIMITS RIGID
 VINYL SIDING TO BUILDINGS OF TYPE VI
 CONSTRUCTION ONLY.THIS BUILDING
 CANNOT BE TYPE VI AS THE OCCUPANCY CLASS
 AND AREA ARE OUTSIDE THE ACCEPTANCE
 CRITERIA (SEE COMMENT 13, BELOW).AN
 ALTERNATIVE TYPE OF SIDING THAT WOULD BE
 ACCEPTABLE IS FIBER-CEMENT SIDING
 (HARDIPLANK OR SIMILAR).AMEND NOTE 2
 ON ELEVATION SHEETS A2-5.1 AND A2-5.2.
  
 10) INFORMATIVE:
 STEEL ROOF TRUSS ANCHORING.G.D KLIEGER
 RESPONSE IS NOTED.ALL STRUCTURAL SHOP
 DRAWINGS SHALL BE REVIEWED AND STAMPED
 BY THE ENGINEER OF RECORD PRIOR TO
 SUBMITTAL TO WPB CONSTRUCTION SVCS DEPT.
  
 13) FBC TABLE 500FROM GBS ARCHITECTURE
 COMMENT RESPONSE LETTER DATED 3-13-03,
 IT IS NOTED THAT THE OCCUPANCY LOAD HAS
 INCREASED AND THE PROPOSED CONSTRUCTION
 TYPE AND OCCUPANCY CLASS WERE REVISED TO
 TYPE VI CONSTRUCTION AND A-1 LARGE
 ASSEMBLY OCCUPANCY RESPECTIVELY. TYPE VI
 (WOOD) CONSTRUCTION FOR LARGE ASSEMBLY
 OCCUPANCY IS NOT PERMITTED BY TABLE 500.
 THE "MAX. NUMBER OF STORIES" FOR THAT
 COMBINATION IS SHOWN IN THE TABLE AS "0"
 IF THERE WERE NO RESTRICTIONS, AS STATED
 IN THE COMMENT RESPONSE LETTER, THE
 TABLE ENTRY WOULD BE NL (I.E. NO LIMIT).
 AMEND SHEET GN2-1.
  
 14) 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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