Plan Review Notes
Plan Review Notes For Permit 08090594
Permit Number 08090594
Review Stop B
Sequence Number 1
Notes
Date Text
2008-10-06 10:07:062004 FBC W/2007 REVISIONS
 NSFD
  
 DENIED BY BUILDING
  
 1) SUBMIT A COPY OF THE PAID RECEIPT FOR THE COUNTY
 IMPACT FEES.
  
 2) THE SITE PLAN ON SHEET A-1 DOES NOT MATCH THE
 SURVEY. PLEASE CORRECT. FBC R302
  
 3) SHOW COMPLIANCE WITH R401.3 DRAINAGE .
 SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER
 CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION SO AS
 TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED SO AS TO
 DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE
 GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM
 OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048
 MM). EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER
 PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF FALL
 WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL BE
 PROVIDED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE.
 SUBMIT 2 COPIES OF A SITE DRAINAGE PLAN.
  
 4) SOME OF THE ZONING DATA ON SHEET A-0 IS ILLEGIBLE.
 PLEASE CORRECT.
  
 5) ON THE PLANS, PROVIDE A SQUARE FOOT BREAK DOWN OF
 FIRST AND SECOND FLOOR CONDITIONED AND NON-CONDITIONED
 AREA. INCLUDE GARAGE, LOGGIA, COVERED ENTRY, BALCONIES,
 ETC. FBC R 108
  
 6) ON SHEET A-0 AND S-7 ITEM 2 UNDER STRUCTURAL
 CRITERIA SPECIFIES THE FASTEST MILE WIND SPEED AS 100
 MPH. THE CORRECT FASTEST MILE WIND SPEED IS 120 MPH.
 PLEASE CORRECT. FBC R301.2.1.3.
  
 7) SPECIFY THE SIZE OF THE ATTIC ACCESS OPENINGS ON THE
 PLANS. R807.1
  
 8) ON SHEET A-3, THE DOUBLE OUTSWING DOORS TO THE
 BALCONY ABOVE THE ENTRY ARE LABELED AS WINDOWS. PLEASE
 CORRECT. FAC RULE 9B-72
  
 9) ON A-3 THE WRONG WINDOWS ARE LABELED EGRESS WINDOWS
 FOR BEDROOMS 1 AND 2. PLEASE CORRECT. R 310
  
 10) ON THE FOUNDATION PLAN SHEET S-1, THE EXTERIOR AND
 INTERIOR BEARING WALL SECTIONS ARE TAGGED AS 1 ON S3.
 THERE ARE NOT ANY SECTIONS ON S3. THE TAGS SHOULD REFER
 TO THE CORRECT SECTION AND SHEET FOR EACH DIFFERENT
 FOUNDATION TYPE. PLEASE CORRECT.
  
 11) ON S-1, SPECIFY THE COLUMN TYPES AND REINFORCING
 FOR THE ENTRY COLUMNS.
  
 12) ON S-1, THE COLUMN NOTE SPECIFIES 3 - #5
 REINFORCING BARS FOR THE LOGGIA COLUMNS AND ON SHEET
 S-2 2- #5 BARS ARE SPECIFIED. PLEASE CLARIFY.
  
 13) ON S-2, NOTE 2 IN THE TIE BEAM SCHEDULE SPECIFIES
 8" X 12" TIE BEAMS AND THE NOTES ON THE MASONRY PLAN
 SPECIFY MINIMUM 8" X 16" BEAMS. PLEASE CORRECT.
  
 14) SHOW COMPLIANCE WITH R309.2 SEPARATION REQUIRED.
 THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND
 ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH (12.7 MM)
 GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES
 BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL
 HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH
 (15.9 MM) TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE
 SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE
 SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY
 NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD OR
 EQUIVALENT.
  
 15) SHOW COMPLIANCE WITH R502.1.2 DRAFTSTOPPING
 REQUIRED. WHEN THERE IS USABLE SPACE BOTH ABOVE AND
 BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY,
 DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE
 CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9
 M 2 ). DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE
 INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS
 ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING
 MEMBRANE BELOW DRAFTSTOPPING SHALL BE PROVIDED IN
 FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING
 CIRCUMSTANCES: 1. CEILING IS SUSPENDED UNDER THE FLOOR
 FRAMING. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE
 OPEN-WEB OR PERFORATED MEMBERS. SPECIFY LOCATION AND
 MATERIAL THAT WILL BE USED.
  
 16) ON SHEET S-4 AND S-5, THE WRONG EDITIONS OF ASCE 7
 AND ACI 301 AND ACI 318 ARE SPECIFIED. PLEASE REVISE TO
 ASCE 7-02 AND ACI 301-02 AND ACI 318-02. SEE FBC R
 CHAPTER 43 REFERENCED STANDARDS.
  
 17) ON S-4, THE NOTE REFERS TO THE WALL SECTION ON S-5
 FOR THE FLOOR TRUSS TO LEDGER CONNECTION. THERE IS NO
 WALL SECTION ON S-5 AND THE ONES ON S-6 DO NOT SPECIFY
 THE FLOOR TRUSS TO LEDGER CONNECTION.
  
 18) ON S-4 SOME OF THE ROOF TRUSS CONNECTORS ARE NOT
 SPECIFIED.
  
 19) ON S-4 THE CONNECTOR FOR THE TRUSS TO WOOD BEAM AT
 THE LOGGIA IS SPECIFIED AS A SIMPSON HETA 20, WHICH IS
 AN EMBED ANCHOR. PLEASE CORRECT. PLEASE REVIEW ALL
 CONNECTORS AND SPECIFY THE CORRECT ONES.
  
 20) ON S-4, SOME PORTIONS OF THE WALLS ARE NOT SHOWN.
 PLEASE CORRECT.
  
 21) ON S-4, SPECIFY THE CONNECTORS FOR THE ATTACHMENT
 OF THE WOOD BEAMS TO THE CMU COLUMNS.
  
 22) ON S-4, SPECIFY THE CONNECTORS FOR ALL OF THE
 GIRDER TO EXTERIOR AND INTERIOR BEARING WALL
 CONNECTIONS.
  
 23) PROVIDE A DETAIL SHOWING THE ROOF TRUSS TO SECOND
 STORY WALL CONNECTION AT THE LOGGIA.
  
 24) THE ROOF CONNECTOR SCHEDULES ON S4 AND S5 CONTAINS
 ERRORS. THE MAXIMUM UPLIFT FOR THE HETA 20 IS 1810 AND
 THE NUMBER OF CONC. FASTENERS IS 18 FOR THE HUC410.
 PLEASE CHECK ALL FOR ERRORS AND MAKE CORRECTIONS.
  
 25) SHOW COMPLIANCE WITH R803.2.3.1 SHEATHING
 FASTENINGS. WOOD STRUCTURAL PANEL SHEATHING SHALL BE
 FASTENED TO ROOF FRAMING WITH 8D RING-SHANK NAILS AT 6
 INCHES ON CENTER AT EDGES AND 6 INCHES ON CENTER AT
 INTERMEDIATE FRAMING. RING-SHANK NAILS SHALL HAVE THE
 FOLLOWING MINIMUM DIMENSIONS: WHERE ROOF FRAMING WITH A
 SPECIFIC GRAVITY, 0.42 < G < 0.49 IS USED, SPACING OF
 RING-SHANK FASTENERS SHALL BE 4 INCHES ON CENTER IN
 NAILING ZONE 3 FOR 130 MPH OR GREATER DESIGN WIND
 SPEEDS IN ACCORDANCE WITH FIGURE R803.2.3.1. PLEASE
 SPECIFY RING SHANK NAILS FOR ROOF SHEATHING.
  
 26) ON S-5, SPECIFY THE CONNECTORS FOR THE ROOF
 GIRDERS. R301.1
  
 27) THE COLUMN DETAIL ON S-6 DOES NOT CORRESPOND WITH
 S-1 OR S-2. PLEASE CORRECT. R301.1
  
 28) ON SHEET S-7, THE STAIR SECTION REFERENCES THE
 WRONG SECTION FOR RESIDENTIAL GUARDRAILS. SEE FBC R 312
  
 29) THE CHIMNEY FRAMING DETAILS ON S-7 DO NOT
 CORRESPOND WITH THE REST OF THE PLANS FOR A
 CONVENTIONAL WOOD BURNING FIREPLACE. PROVIDE A SECTION
 THROUGH THE MASONRY FIREPLACE AND CHIMNEY. PROVIDE
 DETAILS OF FOUNDATION, HEARTH, CHIMNEY TERMINATION,
 ETC. SEE FBC R1001
  
 30) SUBMIT MANUFACTURER'S SPECS. AND LISTING
 INFORMATION FOR THE PREFABRICATED CHIMNEY CAP. R1002.2
  
 31) SUBMIT MANUFACTURER'S SPECS. AND INSTALLATION
 INSTRUCTIONS FOR THE ICYNENE SPRAY FOAM INSULATION.
 R314
  
 32) THE PLANS SPECIFY MISSILE IMPACT RATED WINDOWS. THE
 PRODUCT APPROVAL FOR THE PGT SINGLE HUNG WINDOWS (NOA
 NO 05-0928.03) DO NOT HAVE LARGE MISSILE RATED AND
 REQUIRE STORM PANELS. PLEASE CLARIFY. IF USING
 NON-IMPACT WINDOWS, PLEASE REVISE PLANS AND SUBMIT
 PRODUCT APPROVALS, KEY PLAN AND INSTALLATION SCHEDULE
 FOR STORM PANELS.
  
 33) SUBMIT 2 COPIES OF PRODUCT APPROVALS, THAT HAVE
 BEEN REVIEWED AND APPROVED BY THE DESIGNER OF RECORD,
 FOR THE STRUCTURAL WINDOW MULLIONS. FAC RULE 9B-72
  
 34) SUBMIT 2 COPIES OF PRODUCT APPROVALS, THAT HAVE
 BEEN REVIEWED AND APPROVED BY THE DESIGNER OF RECORD,
 FOR THE SLIDING GLASS DOORS. FAC RULE 9B-72
  
 35) THE PRODUCT APPROVAL NOA NO 03-0430.04 FOR THE
 CLOPAY GARAGE DOOR IS EXPIRED. PLEASE SUBMIT CURRENT
 NOA THAT HAS BEEN APPROVED BY THE DESIGNER. FAC RULE
 9B-72
  
 36) THE THERMA-TRU PRODUCT APPROVAL SUBMITTED FOR THE
 ENTRY DOOR IS FOR A SINGLE IN-SWING DOOR WITH A
 NON-IMPACT SIDE-LITE. THE PLANS SPECIFY A DOUBLE
 OUTSWING DOOR WITH NO SIDE-LITES. SUBMIT 2 COPIES OF
 PRODUCT APPROVALS, THAT HAVE BEEN REVIEWED AND APPROVED
 BY THE DESIGNER OF RECORD, FOR THE ENTRY DOOR AS SHOWN
 ON THE PLANS. FAC RULE 9B-72
  
 37) SUBMIT THE FLORIDA COVER SHEET WITH THE CORRECT FL#
 FOR THE THERMA-TRU DOORS. THE FL# ON THE PRODUCT
 APPROVAL REVIEW LIST FROM THE ARCHITECT FL 3728 IS
 INCORRECT. FAC RULE 9B-72
  
 38) SUBMIT 2 COPIES OF PRODUCT APPROVALS, THAT HAVE
 BEEN REVIEWED AND APPROVED BY THE DESIGNER OF RECORD,
 FOR THE OVAL FIXED GLASS WINDOWS. FAC RULE 9B-72
  
 39) IN ORDER TO EXPEDITE PLAN REVIEW, PLEASE PROVIDE A
 RESPONSE LETTER WITH RESUBMITTAL INDICATING HOW AND
 WHERE TO COMMENTS HAVE BEEN ADDRESSED.
  
 40) PLEASE SEE NOTES IN RED ON PLAN. PLEASE RETURN ONE
 FULL SET OF OLD PLANS AND BOTH OF THE PLAN SHEETS WITH
 THE COUNTY IMPACT FEE STAMPS. THANK YOU.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]


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