Plan Review Notes
Plan Review Notes For Permit 07080572
Permit Number 07080572
Review Stop B
Sequence Number 2
Notes
Date Text
2007-10-23 09:51:552004 FBC W/2007 SUPPLEMENTS
 NSFR
  
 DENIED BY BUILDING
  
 1) COMPLIED
  
 2) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT
 MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED. WORK MUST COMMENCE WITHIN 90 DAYS
 OF THE DATE THE NOC IS RECORDED. FS 713.13.
  
 3) 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.
  
 4)THE PLANS SPECIFY TYPE III UNPROTECTED
 CONSTRUCTION, WHICH UNDER THE 2004 CODE IS TYPE III-B.
 PLEASE SPECIFY A OR B ON THE PLANS. SEE FBC CHAPTER 6.
 NOTE: TYPE III CONSTRUCTION REQUIRES EXTERIOR WALLS TO
 HAVE A TWO HOUR FIRE RATING IN ADDITION TO OTHER
 REQUIREMENTS. SEE TABLES 601 AND 602. NOTE: THIS
 STRUCTURE COULD BE DECLARED TYPE V-B CONSTRUCTIONAND
 IT WOULD STILL COMPLY WITH THE HEIGHT AND AREA
 REQUIREMENTS OF TABLE 503. TYPE V-B CONSTRUCTION DOES
 NOT REQUIRE THE EXTERIOR WALLS TO BE FIRE RATED. IF YOU
 ARE SPECIFYING TYPE III CONSTRUCTION SUBMIT
 CALCULATIONS AS TO HOW THE 2 HOUR FIRE RATING WILL BE
 OBTAINED. SUBMIT A LETTER FROM THE CONCRETE BLOCK
 SUPPLIER THAT SPECIES THE THICKNESS AND AGGREGATE IN
 THE BLOCK AND THE FIRE RESISTANCE RATING IN HOURS.
  
 5)FBC R401.4AREA OF QUESTIONABLE
 SOIL.SUBMIT A GEOTECHNICAL REPORT
 TO VERIFY THE SAFE BEARING CAPACITY OF
 THE SOIL. SUBMIT 2 SIGNED AND SEALED COPIES.
  
 6) THE PLANS ARE REQUIRED TO HAVE THE CERTIFICATE OF
 AUTHORIZATION NUMBERS OF THE ENGINEERING AND
 ARCHITECTURAL FIRMS. SEE FS 471 AND 481. ALSO SEE THE
 ELECTRICAL REVIEW COMMENTS.
  
 7) THE FLOOD ZONE DESIGNATION ON THE SURVEY IS
 SPECIFIED AS A8, WHICH IS INCORRECT. THIS AREA IS
 INCLUDED IN THE LETTER OF MAP REVISION (LOMR) FOR THE
 VILLAGES OF PALM BEACH LAKES AND SPENCER LAKES PLATS
 1,2 AND 3 DATED DECEMBER 3, 1983. PLEASE CORRECT.
  
 8) THE ENERGY CALCULATIONS LIST THE CONDITIONED FLOOR
 AREA AS 8000 SQFT AND THE PLANS SPECIFY 8327 SQFT.
 PLEASE CORRECT. FBC R CHAPTER 11 AND FBC CHAPTER 13
  
 9)NOTE THAT THE DEFINITION FOR EXPOSURE C HAS CHANGED
 EFFECTIVE DECEMBER 8, 2006 (2006 AMENDMENTS TO THE
 FBC), FBC1609.4, FBC R301.2.1.4.
 EXPOSURE C. OPEN TERRAIN WITH SCATTERED
 OBSTRUCTIONS, INCLUDING SURFACE UNDULATIONS OR OTHER
 IRREGULARITIES, HAVING HEIGHTS GENERALLY LESS THAN 30
 FEET (9144 MM) EXTENDING MORE THAN 1,500 FEET (457.2 M)
 FROM THE BUILDING SITE IN ANY QUADRANT. THIS EXPOSURE
 SHALL ALSO APPLY TO ANY BUILDING LOCATED WITHIN
 EXPOSURE B-TYPE TERRAIN WHERE THE BUILDING IS DIRECTLY
 ADJACENT TO OPEN AREAS OF EXPOSURE C-TYPE TERRAIN IN
 ANY QUADRANT FOR A DISTANCE OF MORE THAN 600 FEET
 (182.9 M). THE STRUCTURE IS LOCATED ADJACENT TO A GOLF
 COURSE WHICH MAY REQUIRE IT TO BE DESIGNED AS EXPOSURE
 C. PLEASE REVISE PLANS OR INDICATE WHY THE EXPOSURE
 CATEGORY SHOULD NOT BE CHANGED.
  
 10) THE WALLS OF THE WINE ROOM ARE REQUIRED TO BE
 WATERPROOFED IN ACCORDANCE WITH FBC R406. INDICATE HOW
 THIS WILL BE ACCOMPLISHED ON THE PLANS.
  
 11) PROVIDE DETAILS OF THE MASONRY FIREPLACES AND
 CHIMNEYS IN THE LIVING ROOM AND AT THE COVERED PATIO.
 SEE SECTIONS R1001 AND R1003.SPECIFY REINFORCING,
 ETC.
  
 12) PROVIDE DETAILS FOR THE PRE-FAB FIREPLACE AND
 CHIMNEY. SUBMIT THE MANUFACTURER'S SPECIFICATIONS AND
 LISTING INFORMATION FOR THE FIREPLACE AND CHIMNEY. FBC
 R1002 AND R1004
  
 13) PROVIDE DETAILS FOR THE CHIMNEY CAPS. SPECIFY
 MATERIALS, ATTACHMENTS, FASTENERS, ETC. FBC 106.1.1
 CITY AMENDMENTS.
  
 14) PROVIDE STRUCTURAL DETAILS FOR THE WOOD FRAME FALSE
 CHIMNEY. SPECIFY MATERIALS, CONNECTIONS, ETC. FBC
 106.1.1 CITY AMENDMENTS.
  
 15) AT INTERIOR STAIRS AND SECOND FLOOR LANDING SHOW
 COMPLIANCE WITH R312.2 GUARD OPENING LIMITATIONS.
 REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED
 FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE
 INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT
 ALLOW PASSAGE OF A SPHERE 4 INCHES (102MM) OR MORE IN
 DIAMETER.
  
 16) SHOW COMPLIANCE WITH R807.1 ATTIC ACCESS .
 IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF
 CONSTRUCTION, AN ATTIC ACCESS OPENING SHALL BE PROVIDED
 TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET (2.8 M 2 )
 AND HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR
 GREATER. THE ROUGH-FRAMED OPENING SHALL NOT BE LESS
 THAN 22 INCHES BY 30 INCHES (559 MM BY 762 MM) AND
 SHALL BE LOCATED IN A HALLWAY OR OTHER READILY
 ACCESSIBLE LOCATION. NO ATTIC ACCESS IS SPECIFIED ON
 THE SECOND FLOOR.
  
 17)COMPLIED
  
 18) SUBMIT THE MANUFACTURER'S SPECIFICATIONS AND
 LISTING FOR THE OUTDOOR BBQ ON THE COVERED PORCH.
 INCLUDE SPECS. AND LISTING FOR HOOD IF ONE IS REQUIRED.
 FBC 106.1.1 CITY AMENDMENTS.
  
 19) SPECIFY THE CEILING FINISHES FOR THE FRONT PORCH,
 LOGGIA AND COVERED PATIO. FBC 106.1.1 CITY AMENDMENTS.
  
 20) THE ROOF/FLOOR DRAIN AT THE FRONT PORCH IS REQUIRED
 TO DISCHARGE AT LEAST 1 FOOT AWAY FROM THE STRUCTURE IN
 ACCORDANCE WITH R320.7. SPECIFY ON THE PLANS.
  
 21) 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.
 R502.1.2.1 MATERIALS.
 DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2-INCH
 (12.7 MM) GYPSUM BOARD, 3 / 8 -INCH (9.5 MM) WOOD
 STRUCTURAL PANELS, 3 / 8 -INCH (9.5 MM) TYPE 2-M-W
 PARTICLEBOARD OR OTHER APPROVED MATERIALS ADEQUATELY
 SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO
 THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY
 THE BUILDING OFFICIAL. THE INTEGRITY OF ALL DRAFTSTOPS
 SHALL BE MAINTAINED.
 SPECIFY THE MATERIAL THAT WILL BE USED AND LOCATIONS ON
 THE PLANS.
  
 22)COMPLIED
  
 23) REVISE GENERAL NOTE E(2) ON A9 TO SPECIFY ACI
 315-02 AND NOTE F(2) FROM SBC TO FBC. WHICH ARE THE
 CORRECT REFERENCES PER 2004 FBC RESIDENTIAL CHAPTER
 43.
  
 24) ON SHEET S1.01, NOTE 2 INCORRECTLY LISTS S3.01 AS
 THE SHEET CONTAINING THE WINDOW AND DOOR PRESSURES. THE
 TABLE IS LOCATED ON S 3.02.
  
 25) PLEASE SPECIFY THE COMPONENT AND CLADDING PRESSURES
 AT EACH OF THE OPENINGS ON THE PLANS BASED ON THE
 OPENING SIZES, EXPOSURE CATEGORY AND LOCATIONS. FBC *
 106.1.2
  
 26) COMPLIED
  
 27) ON SHEET A.01 THE STAIR CALCULATIONS ARE INCORRECT.
 THE SUM OF THE 2 RISERS AND A TREAD IS 23.95" NOT 24"
 AS SPECIFIED, WHICH IS NOT BETWEEN 24 AND 25 INCHES.
 SEE FBC R311.5.3.2 PLEASE CORRECT.
  
 28) THE (2)LB-3 BEAMS SPECIFIED AT THE COVERED PORCH
 ON SHEET S2.01 ARE NOT LISTED IN THE SECOND BEAM
 SCHEDULE ON SHEET S2.01. PLEASE CORRECT. FBC 106.1.2
 CITY AMENDMENTS
  
 29) THE SIMPSON H10 OR USP RT16 "R" IN SCHEDULE ON
 S2.02) WILL NOT WORK FOR ATTACHING THE FLOOR TRUSSES TO
 THE LEDGERS. THE FLOOR TRUSSES ARE 3-1/2" WIDE AND THE
 CONNECTORS HAVE A 1-9/16" OPENING FOR THE TRUSS. PLEASE
 CORRECT.
  
 30) N/A
  
 31) CONNECTOR "L" IN THE SCHEDULE ON S2.02A SIMPSON
 MTSM 20,REQUIRES 4 CONCRETE SCREWS TO ACHIEVE THE
 UPLIFT SPECIFIED. ONLY 3 FASTENERS ARE SPECIFIED IN THE
 SCHEDULE. PLEASE CORRECT.
  
 32) CONNECTOR "N" ON S2.O2 , THE SIMPSON HTT22 IS
 INCORRECTLY SPECIFIED WITH 3/4" DIA. ANCHORS AND THE
 SIMPSON CATALOG SPECS. 5/8" DIA ANCHORS. PLEASE
 CORRECT.
  
 33) NOTE #4 ON SHEETS S2.01 AND S2.02 STATE SEE PLYWOOD
 NAILING SCHEDULE ON THIS SHEET AND THE SCHEDULE IS ON
 SHEET S3.02. PLEASE CORRECT.
  
 34) CORRECTED
  
 35) THE TRUSS LAYOUT IS REQUIRED TO BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD FOR THE
 STRUCTURE. R802.1.6 AND FBC106.1.1.2 CITY AMENDMENTS
  
 36) THE ROOF TRUSSES ARE REQUIRED TO HAVE A MINIMUM
 BOTTOM CORD LIVE LOAD OF 10 PSF. SEE TABLE R301.5.
 PLEASE CORRECT.
  
 37) THE TRUSS DRAWING SUBMITTAL DOES NOT MEET THE
 REQUIREMENTS OF FAC 61G-15-31.003. PLEASE SEPARATE THE
 DRAWINGS AND PLACE THEM WITH THE APPROPRIATE COVER
 SHEETS AND NUMBER THE DRAWINGS TO CORRESPOND TO THE
 NUMBERING ON THE COVERSHEETS.
  
 38) THE PLYWOOD SHEATHING FASTENING SCHEDULE FOR WALLS
 AND ROOFS ON S 3.02 SPECIFIES #8 SCREWS AND THE NOTE
 CALLS FOR 2-1/2" SELF DRILLING SCREWS FOR ATTACHING TO
 A METAL DECK.THE SHEATHING AND FRAMING FOR THIS
 PROJECT IS WOOD. PLEASE CORRECT. FBC R803.2.3.1
 REQUIRES 8D RING SHANK NAILS IN ALL ROOF ZONES. PLEASE
 CORRECT.
  
 39)CORRECTED
  
 40) FBC 106.3* CITY AMENDMENTS PRODUCT
 APPROVALS. THOSE PRODUCT WHICH ARE
 REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL.
  
 41) SPECIFY THE METHOD OF ATTACHMENT THAT WILL BE USED
 TO INSTALL THE ROOF TILES. PLEASE CIRCLE THE
 APPROPRIATE METHOD FROM THOSE LISTED IN THE PRODUCT
 APPROVAL NOA. FBC 106.1.2 CITY AMENDMENTS.
  
 42)THE GENERIC PRESSURES IN THE SCHEDULE ON S3.02 ARE
 TOO HIGH FOR THE GARAGE DOORS. SEE TABLE R301.2(4).
 PLEASE INDICATE THE REQUIRED OPENING PRESSURES FOR THE
 GARAGE DOORS ON THE PLANS.
  
 43)SUBMIT THE PRODUCT EVALUATION REPORT AND
 INSTALLATION INSTRUCTIONS FOR THE NAN YA PLASTIC CORP.
 EXTERIOR DOORS IN ACCORDANCE WITH FAC RULE 9B-72.
  
 44) SUBMIT PRODUCT APPROVALS FOR THE FIXED WINDOWS AS
 REQUIRED BY FAC RULE 9B-72.
  
 45) CORRECTED
  
 46) THE LOCAL PRODUCT APPROVAL APPLICATION FOR THE
 "SIGNATURE DOOR INC." EXTERIOR DOORS IS INCOMPLETE.
 SUBMIT THE EVALUATION REPORT, INSTALLATION
 INSTRUCTIONS, ETC. REQUIRED BY FAC RULE 9B-72.
  
 47)ON THE FIRST FLOOR PLAN SHEET A.01, THERE IS A
 WALL TYPE 6 SPECIFIED. HOWEVER, THIS WALL TYPE IS NOT
 LISTED IN THE WALL SCHEDULE. PLEASE CORRECT. FBC
 106.1.2 CITY AMENDMENTS.
  
 48) IN ORDER TO EXPEDITE PLAN REVIEW AND HELP AVOID
 ADDITIONAL PLAN REVIEWS, PLEASE INCLUDE A RESPONSE
 LETTER SPECIFYING HOW THE COMMENTS HAVE BEEN
 ADDRESSED.
  
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]
  
  
  
  
  
  


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