Plan Review Notes
Plan Review Notes For Permit 02080943
Permit Number 02080943
Review Stop R
Sequence Number 1
Notes
Date Text
2002-09-06 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
  
 1) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) PROVIDE UPDATED SURVEY WITH CORRECT
 STREET NAMES.
  
 3) INDICATE THE APPROPRIATE INTERNAL
 PRESSURE COEFFICIENT ON THE PLANS AS
 REQUIRED BY 2001 FBC 1606.1.7.
  
 4) PROVIDE UL LISTING AND MANUFACTURER'S
 SPECIFICATIONS FOR ONE HOUR RATED GLASS
 BLOCK ASSEMBLY, WHICH IS REQUIRED AT
 ZERO LOT LINE.
  
 5) INDICATE THE LOCATION AND MATERIAL
 USED FOR THE FLOOR/CEILING DRAFTSTOPPING
 PER 2305.2.2 FLOOR/CEILING ASSEMBLIES
 SINGLE FAMILY DWELLINGS. IN FLOOR/CEIL/
 ING ASSEMBLIES SEPERATING USEABLE SPACE
 INTO 2 OR MORE APPROXIMATE AREAS WITH NO
 AREA GREATER THAN 500 SQ FT. DRAFTSTOP-
 PING SHALL BE PROVIDED PARALLEL TO THE
 MAIN FRAMING MEMBERS.
  
 6) INDICATE THE ACCESS TO ATTIC SPACE AT
 THE GARAGE AND COVERED PORCH, IF THE
 CLEAR HEIGHT OF THE ATTIC SPACE AT THE
 PEAK IS 24" OR MORE. SEE FBC 2309.6
  
 7) PLEASE CLARIFY THE SH24E WINDOW SIZE
 AT THE SECOND FLOOR BEDROOMS. ARE THESE
 THE SAME AS A SH24-5 (37"X56")? SEE
 FBC 1005.4.
  
 8) INDICATE FIRE BLOCKING AT THE STAIRS
 AS REQUIRED BY FBC 2305.1.4 AT THE TOP
 AND BOTTOM OF STAIR RUNS.
  
 9) REVISE THE GARAGE DOOR BUCK DETAIL TO
 CONCUR WITH THE CONNECTION DETAILS
 SPECIFIED IN THE PRODUCT APPROVAL ON
 PAGE 3 OF THE DRAWINGS.
  
 10) FBC 1707.4.4 REQUIRES WOOD BUCKS
 1-1/2" TO EXTEND BEYOND THE INTERIOR
 FACE OF THE DOOR FRAME. PLEASE REVISE
 THE EXTERIOR BUCK DETAIL ACCORDINGLY.
  
 11) PROVIDE (2) CURRENT AND COMPLETE
 COPIES OF SBCCI OR METRO-DADE PRODUCT
 APPROVALS FOR:
 - FRENCH DOOR AT CABANA BATH
 - OVAL AND ARCHED TOP FIXED GLASS
  
 12) PROVIDE DETAILS/SPECS. FOR CEILING
 INSTALLATIONS AT ENTRY AND COVERED PORCH
 SPECIFY THE CEILING MATERIAL THAT WILL
 BE USED. SEE ASTM C 1063 FOR REQUIRED
 FASTENERS AND METAL LATHE FOR STUCCO
 APPLICATION.
  
 13) SPECIFY CONCRETE SLAB CONTROL JOINTS
 OR SPECIFY SUPPORTS FOR W.W.M. SEE FBC
 1909.3.
  
 14) IF TAKING CEILING FAN CREDIT AS
 INDICATED ON THE ENERGY CALCS., THEN
 SPECIFY THE FAN SIZES ON THE PLANS,AS
 REQUIRED BY TABLE 6-6 FBC CHAPTER 13.
  
 15) ITEM #14 UNDER "SECTION & DETAILS
 KEY NOTES" ON A-6 INDICATES THAT VENTS
 ARE ONLY REQUIRED FOR ATTIC SPACE ABOVE
 LIVING AREA. ALL ATTIC SPACE IS REQUIRED
 TO BE VENTED PER 2001 FBC 1203.1.3 AND
 2309.6. PLEASE REVISE.
  
 16) THE COLUMN SCHEDULE ON S-1 LISTS (3)
 2X4 AND S-2 HAS (2) 2X4 FOR COLUMN C2.
 PLEASE CORRECT.
  
 17) SPECIFY THE ANCHOR BOLT LENGTH AND
 EMBEDDMENT FOR THE USP TD7 AT WOOD
 COLUMN C2.
  
 18) INDICATE THE FASTENERS AND SPACING
 REQUIRED TO CONSTRUCT THE 2X4 WOOD
 COLUMN (C2) AND THE 2X6 COLUMN UNDER THE
 GIRDER TRUSSES ON THE SECOND FLOOR.
  
 19) INDICATE THE STUD TO PLATE CONNECTOR
 ON SECTION 3 ON S-1.
  
 20) SECTION 4 ON S-1 IS NOT INDICATED ON
 THE FOUNDATION PLAN ON S-1.
  
 21) PLEASE CORRECT THE TYPOS AT SECTION
 6 ON S-1 ( ? AFTER 5/8" AND 1/2 BETWEEN
 1 AND 2. PROVIDE DETAIL OF THE STEEL
 COLUMN CAPS.
  
 22) PROVIDE DETAIL FOR THE ATTACHMENT OF
 THE LOWER ROOF WOOD TRUSSES TO THE
 MASONRY WALLS AT THE COVERED PORCH.
  
 23) PROVIDE SIGNED AND SEALED ENGINEERED
 DRAWINGS (REVIEWED AND APPROVED BY THE
 ARCHITECT) FOR THE GIRDER TRUSS HANGER
 SHOWN IN DETAIL D ON S-2.
  
 24) PROVIDE DETAILS OF THE WOOD FRAME
 BEARING WALLS CONNECTION TO THE FLOOR
 GIRDER TRUSSES. (CONNECTOR TYPE, SPACING
 ETC.)
  
 25) SPECIFY THE LENGTH/EMBEDDMENT OF THE
 3/4" ANCHOR BOLTS FOR THE USC 53 ANCHOR
 AT DETAIL F ON S-3.
  
 26) PROVIDE DETAILS/SPECIFICATIONS FOR
 WOOD FRAME SHEAR WALLS ON SECOND FLOOR.
 INDICATE HOLDDOWNS, SHEATHING, FASTENER
 TYPES, SPACING, ETC.
  
 27) INDICATE NAILING REQUIREMENTS FOR
 ROOF SHEATHING AT ZONES 1,2 & 3 PER CITY
 OF W.P.B. AMENDMENTS TO THE 2001 FBC.
  
 28) INDICATE THE NAILING REQUIREMENTS
 FOR THE PLYWOOD FLOOR DIAPHRAGM.
  
 29)PROVIDE (2) PRODUCT APPROVALS, KEY
 PLANS AND INSTALLATION SCHEDULES
 INDICATING THE SPECIFIC TYPES OF ANCHORS
 TO BE USED FOR STORM PANELS.
  
 30)FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 PROVIDE SOIL BEARING TEST REPORT.
  
 PLEASE RETURN BOTH SETS OF OLD PLAN
 SHEETS WHEN RESUBMITTING NEW PLANS TO
 EXPEDIATE PLAN REVIEW.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202


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