Plan Review Notes
Plan Review Notes For Permit 02091306
Permit Number 02091306
Review Stop B
Sequence Number 2
Notes
Date Text
2002-12-19 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 02091306
 ADD: 3600 AUSTRALIAN
 CONT: HEDRICK & BROWN
 TEL: (561)662-8049 GENE GIBSON
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1) COMMENT #1, FROM FIRST REVIEW DEALS
 WITH THE REQUIREMENTS FOR " THRESHOLD
 BUILDINGS", REG SUBMITTED A DEC 18TH,
 IT HAS BEEN DETERMINED BY THE BUILDING
 OFICIAL THAT THIS BUILDING EVEN WITH THE
 REVISION HAS THE CAPACITY TO BE A
 THRESHOLD BUILDING BECAUSE THE FOOT-
 PRINT. ONCE A PERMIT IS ISSUED THE STRUC
 TURE IS UP A REVISION COULD COME IN
 DELETING THE SIDE ENTRY DOORS, THE
 AMOUNT OF SQ FT IN THIS BUILDING AND
 USAGE REQUIRES A "THRESHOLD INSPECTOR"
 AND A STRUCTURAL INSPECTION PLAN.
 FL S. S. 553.71(7)
 105.13.1 ADMINISTRATIVE CODE
  
 2) FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORT, SBCCI OR DADE COUNTY
 REPORT ARE ACCEPTED.
 1606.1.4(1) IN WIND BORNE DEBRIS
 REGIONS, EXTERIOR GLAZING THAT RECEIVES
 POSITIVE PRESSURE IN BUILDINGS SHALL BE
 ASSUMED TO BE OPENINGS UNLESS SUCH
 GLAZING IS IMPACT RESISTANT OR PROTECTED
 WITH AN IMPACT RESISTANT COVERING MEET-
 ING THE REQUIREMENTS OF SSTD 12, ASTM
 E 1886 AND ASTM E 1996 OR MIAMI-DADE.
 1) GLAZED OPENINGS LOCATED WITHIN 30 FT
 OF GRADE SHALL MEET THE REQUIREMENTS OF
 LARGE MISSLE TEST.
 MISSING REPORTS:
 A) FIXED & CASEMENT
 B) EXTERIOR DOORS
 C) MULLIONS
 D) ROOFING ASSEMBLIES
 IF NO PRODUCT APPROVALS OR CERTIFI-
 CATE OF COMPLIANCE W/ REFRENCED ENGIN-
 EERING DRAWINGS ARE NOT SUBMITTED WITH
 THE PERMIT APPLICATION , THEN A SEPERATE
 PERMIT WILL BE REQUIRED FOR THE PROTEC-
 TION DEVICE/ ASSEMBLY AND NO CERTIFICATE
 OF OCCUPANCY SHALL BE ISSUED UNTIL
 INSTALLATION OF GLAZING PROTECTION IS
 COMPLETE. FROM CITY IMPLEMENTATION
 STANDARD FOR HURRICANE MISSLE IMPACT
 PROTECTION.(17)
  
 3)1707.4.5.1 MULLIONS OCCURRING
 BETWEEN INDIVIDUAL WINDOW AND GLASS
 DOOR ASSEMBLIES. TESTING REPORTS ARE
 REQUIRED BY AN APPROVED TESTING
 LABORATORY OR BE ENGINEERED.
  
 4)1707.4.5.2 MULLIONS SHALL BE DESIGN-
 ED TO TRANSFER THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW OR DOOR ASSEMBLIES
 TO THE ROUGH OPENING SUBTRATE.
  
 5)1503.4.2 OVERFLOW DRAINS SHALL BE
 THE SAME SIZE AS ROOF DRAINS, INSTALLED
 WITH THE INLET FLOW LINE LOCATED 2"
 ABOVE THE LOWEST POINT OF THE ROOF LINE.
 OVERFLOW SCUPPERS SHALL BE A MINIMUM OF
 4"IN HEIGTH AND SHALL BE PLACED IN WALLS
 OR PARARETS WITH THE INLET FLOW LINE
 NOT LESS THAN 2" ABOVE THE ROOF SURFACE.
 SHEET A-3.0/ A-9.0 SECTION 8
 INDICATE THROUGH THE WALL DRAINS AND
 ROOF SCUPPER, THE PLAN DOES NOT INDICATE
 THE SECONDARYEMERGENCY OVERFLOW,
 WHICH THE BOTTOM OF THE EMERGENCY OVER-
 FLOW IS TO BE A MINIMUM OF 2" ABOVE THE
 ROOF DECK AND NOT OVER 4" ABOVE THE ROOF
 NO EMERGENCY OVERFLOW ILLUSTRATED!
  
 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.
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A
 DESCRIPTION OF THE REVISION MADE, IDEN-
 TIFYING THE SHEET OR SPECIFICATION PAGE
 WHERE THE CHANGES CAN BE FOUND, WILL
 HELP TO EXPEDITE YOUR PERMIT. THANK YOU
 FOR YOUR ANTICIPATED COOPERATION.
 JIM WITMER
 PLAN REVIEW
 TEL: (561)659-8096 EX.8412
 FAX: (561)659-8026


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