Plan Review Notes
Plan Review Notes For Permit 03110633
Permit Number 03110633
Review Stop B
Sequence Number 2
Notes
Date Text
2004-04-28 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 12/11/03:
  
 3) FBC 13-103ENERGY CODE COMPLIANCE
 (A) FBC 13-103.1.1.1IT IS NOTED THAT
 THE MECHANICAL ENGINEER HAS SIGNED
 SHEET 2 OF THE SUBMITTED ENERGY CODE
 COMPLIANCE FORMS.THE PROFESSIONALS
 RESPONSIBLE FOR THE DESIGN OF THE
 BUILDING SHELL AND THE ELECTRICAL,
 LIGHTING AND PLUMBING SYSTEMS SHALL EACH
 SIGN SHEET 2 OF THE ENERGY CODE CODE
 COMPLIANCE FORM, IN THE SPACE PROVIDED,
 TO CERTIFY COMPLIANCE.
 (B) 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.
  
 4) PRODUCT APPROVAL FOR THE PROPOSED
 SPANISH 'S' TILE AND BUILT-UP ROOFING.
 THE RESPONSE REFERING TO NOTE 1 ON
 SHEET G-2 IS NOTED.PRODUCT APPROVALS
 MUST BE SUBMITTED BEFORE A PERMIT CAN BE
 ISSUED.
 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
  
  
 4) PRODUCT APPROVAL FOR THE PROPOSED
 WINDOWS, GLASS BLOCK, EXTERIOR DOORS AND
 SIDELITES, HURRICANE SHUTTERS AND ROLL-
 UP DOORS.THE RESPONSE REFERING TO
 NOTE 1 ON SHEET G-2 IS NOTED.PRODUCT
 APPROVALS MUST BE SUBMITTED BEFORE A
 PERMIT CAN ISSUED.
 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
  
 6) SHEET A6.1AMEND THE WINDOW SCHEDULE
 TO STATE WINDOW TYPE AS FIXED, CASEMENT
 ETC SO THAT THE APPLICABILITY OF THE
 PRODUCT APPROVALS (SEE COMMENT #4) CAN
 BE VERIFIED WHEN THEY ARE SUBMITTED.
  
 13) SHEET S-2, ROOF FRAMING PLAN.THE
 SPECIFIED ANCHOR TYPE FOR THE MONOSLOPE
 ROOF IS TYPE J.THE TRUSS TIE DOWN
 SCHEDULE, ON SHEET S-3, STATES THE
 REFERENCE AS LUS26, WITH AN UPLIFT
 CAPACITY OF 1140#.THIS DOES NOT
 REFLECT THE 930# CAPACITY STATED IN THE
 2004 SIMPSON CATALOG.NEITHER CAPACITY
 IS SUFFICIENT FOR THE EXPECTED UPLIFT ON
 THE MONOSLOPE ROOF TRUSS.SPECIFY
 ALTERNATIVE ANCHORS AND CORRECT THE
 CAPACITY STATED ON THE SCHEDULE.
  
 15) THE REVISIONS MADE SINCE THE LAST
 REVIEW HAVE NOT BEEN HIGHLIGHTED BY
 REVISION CLOUDS/MARKERS AND ONE COPY OF
 THE OLD PLANS WAS NOT SUBMITTED.AS A
 RESULT THE PLANS HAVE BEEN SUBJECT TO
 ANOTHER FULL REVIEW, SEE COMMENTS
 NUMBERED 16 AND UP.
 NOTE:TO EXPEDITE REVIEW OF A RESUBMITTAL
 WHICH REQUIRES NEW PLANS IN ORDER TO
 ADDRESS THE ABOVE COMMENTS, THE OLD
 SHEETS SHALL BE REMOVED AND THE NEW
 SHEETS INSERTED.ONE COPY OF EACH OLD
 SHEET SHOULD BE STAPLED/CLIPPED TO THE
 REMAINING OLD SHEETS FOR COMPARISON OF
 REVISIONS WHEN REVIEWING THE RESUBMITTED
 PLANS.
  
 COMMENTS RESULTING FROM SECOND FULL
 REVIEW OF PLANS PER COMMENT 15:
  
 16) FBC 11-4.8.2RAMP.SHEET A2.1 DOES
 NOT CLEARLY SHOW THE EXTENT OF THE RAMP
 FROM THE FOUNTAIN UP TO THE ENTRY TOWER
 AND THERE IS NO CROSS-SECTION SHOWING
 THE CHANGE IN LEVEL.AMEND THE PLANS TO
 PROVIDE THIS INFORMATION AND DEMONSTRATE
 PROVISION OF THE REQUIRED HANDRAILS AND
 A COMPLIANT RAMP SLOPE OF 1 IN 12 (OR
 BETTER).
  
 17) FBC 1608.2.1ALL 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.
 SEE ALSO FIRE PLAN REVIEW COMMENT.
  
 18) FBC 705.1.3GENERATOR ROOM DOOR.
 DOOR 147A IS IN A 2-HR FIRE-RATED WALL
 BUT IS NOT SHOWN AS RATED ON THE DOOR
 SCHEDULE (SHEET A6.1).AMEND THE DOOR
 SCHEDULE.
  
 19) BOUNDARY SURVEY SHT FP1977 (1 OF 2).
 THE PROPOSED BUILDING STRUCTURE
 TRANSGRESSES LEGAL BOUNDARY LINES
 BETWEEN THE LOTS WHICH COMBINE TO FORM
 'THE SITE'.SUBMIT A COPY OF THE 'UNITY
 OF TITLE' DOCUMENT SO THAT FBC TABLE 600
 BOUNDARY LINE REQUIREMENTS MAY BE DEEMED
 NOT APPLICABLE.
  
 **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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