Plan Review Notes
Plan Review Notes For Permit 02060692
Permit Number 02060692
Review Stop R
Sequence Number 1
Notes
Date Text
2002-07-17 00:00:00BUILDING DENIED
  
 1) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY, PLANS STAMPED BY THEM AND
 COPY OF RECEIPT SUBMITTED TO CITY OF
 WEST PALM BEACH BUILDING DEPARTMENT,
 BEFORE A BUILDING PERMIT CAN BE ISSUED.
  
 3)FL BLDG 1909.3 (EXEPTION# 2)
 CONCRETE SLABS ON GRADE CONTAINING 6X6/
 W1.4XW1.4 WELDED WIRE REINFORCEMENT
 FABRIC LOCATED IN THE MIDDLE TO THE
 UPPER 1/3RD OF THE SLAB SHALL BE SUP-
 PORTED BY APPROVED MATERIALS OR SUPPORTS
 AT SPACING NOT TO EXCEED 3 FT OR IN
 ACCORDANCE WITH MANUFACTURER'S SPEC.
 PLEASE INDICATE ON PLANS.
  
 4) PROVIDE DETAILS FOR THE STEEL COLUMN
 CAPS AND BASES ON PLANS. INDICATE THE
 SIZE,THICKNESS,WELD TYPE,LOCATION AND
 SIZE OF BOLT HOLES,ETC.
  
 5) INDICATE THE COMPONENT & CLADDING
 WIND PRESSURES FOR THE ROOF COVERING.
  
 6) THE GLASS BLOCK IN BATHS 2,3 & 4 ARE
 IN HAZARDOUS LOCATIONS WHICH REQUIRE
 TEMPERED GLASS OR GLASS BLOCK WITH A
 MINIMUM FACE UNIFORM FACE THICKNESS OF
 0.25". FBC 2405.2.1 & 2404.2.2.
  
 7) THE MAIN EGRESS DOOR (FRONT DOOR) IS
 REQUIRED TO HAVE A MINIMUM CLEAR OPENING
 OF 32".(EACH LEAF OF A DOUBLE DOOR MUST
 COMPLY) FBC 1012.1
  
 8) INDICATE THE OPENING SIZE OF THE
 ATTIC ACCESS ON THE PLANS.
  
 9) THE CANTILEVERED CONCRETE BEAM DETAIL
 ON SHEET 6 CALLS FOR THE TOP STEEL TO
 RUN 36" BEYOND THE EDGE OF THE OPENING,
 HOWEVER, THE COLUMNS ARE ONLY 2'WIDE.
 PLEASE PROVIDE STEEL PLACEMENT DETAIL
 FOR THE CANT. BEAM.
  
 10)THE LINTELS FOR THE OPENINGS ADJACENT
 TO THE CANTILEVER BEAM REQUIRE A MINIMUM
 END BEARING OF 4". PLEASE INDICATE HOW
 THIS WILL BE ACCOMPLISHED AT THE COLUMNS
 FOR THE CANT. BEAM.
  
 11) THE ROOF FRAMING PLAN ON SHEET 6
 DOES NOT CLEARLY INDICATE THE TRUSS
 LAYOUT. THE ANCHORS ARE NOT INDICATED
 FOR ALL OF THE TRUSS BEARING POINTS. THE
 WOOD GIRDERS TO CONC. FILLED BLOCK
 COLUMNS ANCHORS ARE NOT INDICATED ON THE
 PLANS. THE BEAM HEIGHT INDICATED AT THE
 GARAGE DOES NOT AGREE WITH THE BEAM
 HEIGHT LEGEND.
  
 12) THE GLASS BLOCK DETAIL ON SHEET 8
 REFERENCES THE S.F.B.C. PLEASE REVISE TO
 2001 FBC.
  
 13) THE SOIL REPORT STATES THAT EXTERIOR
 FOUNDATIONS SHOULD BEAR AT LEAST 18"
 BELOW ADJACENT OUTSIDE FINAL GRADES. THE
 CITY AMENDMENTS TO THE FBC 1804.1.7
 REQUIRE MONOLITHIC FOUNDATIONS AT
 HABITABLE AREAS TO BE A MINIMUM OF 4"
 ABOVE FINISH GRADE. THIS WILL REQUIRE A
 22" DEEP FOUNDATION AND THE PLANS
 INDICATE 16" DEEP FOOTINGS. PLEASE
 CORRECT.
  
 14) PLEASE CORRECT THE ATTACHMENT/
 FASTENER SPECIFICATIONS ON SHEET 8 FOR
 WIRE LATH. REFER TO ASTM C 1063 FOR THE
 ATTACHMENT OF METAL LATH WHICH VARIES BY
 TYPE, 710.2.2 FOR FLAT RIB AND 7.10.2.3
 FOR 3/8" RIB LATH. FBC 2504.2.2.
  
 15) THE PRODUCT APPROVALS FOR PREMDOR
 HAVE DRAWINGS WHICH DO NOT MATCH THE
 REPORT. THE ACCEPTANCE NOS. DIFFER. ALSO
 THE DESIGN PRESSURES ARE NOT LISTED.
 THE DRAWINGS FOR THE PREMDOOR ENTERGY
 BRAND DOOR IS MISSING THE REPORT.
  
 16) THE SITE SPECIFIC PRODUCT APPROVALS
 FOR THE NORANDEX MULLIONS REQUIRE THE
 EMBOSSED SEAL AND SIGNATURE OF THE
 ENGINEER THAT IS CERTIFYING THE PRODUCT
 IN ADDITION THAT OF THE DESIGNER OF
 RECORD.
  
 17)PROVIDE ENGINEERING FOR BUTT GLASS
 ASSEMBLY. WHERE OTHER THAN FIRM SUPPORT
 ON ALL SIDES IS PROVIDED, DETAILED SHOP
 DRAWINGS, SPECIFICATIONS AND RATIONAL
 ANALYSIS AND/OR TEST DATA ASSURING SAFE
 PERFORMANCE FOR THE SPECIFIC APPLICATION
 SHALL BE PREPARED BY ENGINEERS
 EXPERIENCED IN THIS WORK. FBC 2406.2
  
 18) PROVIDE (2) CURRENT AND COMPLETE
 COPIES OF SBCCI OR METRO-DADE PRODUCT
 APPROVALS FOR:
 - GLASS BLOCK
  
 19)PROVIDE (2) PRODUCT APPROVALS, KEY
 PLANS AND INSTALLATION SCHEDULES
 INDICATING THE SPECIFIC TYPE OF
 FASTENER AND MOUNTING OPTIONS THAT WILL
 BE USED (CIRCLE OR HIGHLIGHT THESE ON
 THE PRODUCT APPROVAL DRAWINGS). THIS
 INFORMATION IS REQUIRED AT TIME OF
 PERMIT OR A SEPARATE PERMIT WILL BE
 REQUIRED WITH ADDITIONAL PERMIT FEES.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202


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