| Date |
Text |
| 2007-09-17 17:26:36 | 2004 FBC W/2007 SUPPLEMENTS |
| | NSFR |
| | |
| | DENIED BY BUILDING |
| | |
| | 1) UNITY OF TITLE FOR THE LOTS MUST BE COMPLETED AND |
| | ADDRESS ASSIGNED BEFORE PERMIT IS ISSUED. |
| | |
| | 2) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT |
| | MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 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 BE 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 ORIGINAL |
| | SIGNATURE OF THE ENGINEER AND ARCHITECT IN ADDITION TO |
| | THE LICENSE NUMBERS OF THE ENGINEERING AND |
| | ARCHITECTURAL FIRMS. SEE FS 471 AND 481. 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 LISTS THE CONDITIONED FLOOR |
| | AREA AS 8000 SQFT AND THE PLANS SPECIFY 8327 SQFT. |
| | PLEASE CORRECT. |
| | |
| | 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. |
| | |
| | 11) PROVIDE DETAILS OF THE MASONRY FIREPLACES AND |
| | CHIMNEYS IN THE LIVING ROOM AND AT THE COVERED PATIO. |
| | SEE SECTIONS R1001 AND R1003. COORDINATE WITH THE |
| | STRUCTURAL ENGINEER FOR THE FOUNDATION REQUIREMENTS. |
| | 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. |
| | |
| | 13) PROVIDE DETAILS FOR THE CHIMNEY CAPS. SPECIFY |
| | MATERIALS, ATTACHMENTS, FASTENERS, ETC. |
| | |
| | 14) PROVIDE STRUCTURAL DETAILS FOR THE WOOD FRAME FAKE |
| | CHIMNEY. SPECIFY MATERIALS, CONNECTIONS, ETC. |
| | |
| | 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. |
| | |
| | 17)SHOW COMPLIANCE WITH R310 FOR EMERGENCY ESCAPE AND |
| | RESCUE OPENINGS AT THE SLEEPING ROOMS. SPECIFY THE |
| | SECOND FLOOR EGRESS WINDOWS ON THE PLANS. |
| | |
| | 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. |
| | |
| | 19) SPECIFY THE CEILING FINISHES FOR THE FRONT PORCH, |
| | LOGGIA AND COVERED PATIO. |
| | |
| | 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. |
| | |
| | 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 ?-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 AND LOCATIONS ON THE PLAN. |
| | |
| | 22)REVISE THE TYPICAL DOOR JAMB DETAIL 7 ON A9. THE |
| | 2X OR 1X BUCKS ARE REQUIRED TO BE THE FULL WIDTH OF THE |
| | JAMB. SEE R613.6.1.1 |
| | |
| | 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 WIDOW 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) ON SHEET S1.01 THE NOTE FOR CAP PLATE C REFERS TO |
| | DETAIL 8 ON S3.01, WHICH IS NOT CORRECT. PLEASE |
| | CORRECT. SEE 8 ON S3.02. |
| | |
| | 27) ON PAGE A1 THE SUM OF 2 RISERS AND A TREAD IS |
| | 23.95", WHICH IS NOT BETWEEN 24 AND 25 INCHES. PLEASE |
| | CORRECT. |
| | |
| | 28) THE LB-3 BEAMS ARE NOT LISTED IN THE SECOND BEAM |
| | SCHEDULE ON SHEET S2.01. |
| | |
| | 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. |
| | |
| | 30) THE SCHEDULE SPECIFIES CONNECTOR "W" WHICH IS TWO |
| | SIMPSON H10 OR TWO USP RT16 TRUSS ANCHORS. SOME OF THE |
| | TRUSSES THAT HAVE THESE CONNECTORS SPECIFIED DO NOT |
| | EXTEND PAST THE 2 X 6 WALL SO THEY CAN NOT BE APPLIED |
| | TO EACH SIDE OF THE WALL AND THE TRUSS. |
| | |
| | 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) ALL OF THE DETAILS ON SHEET S3.02 ARE INCORRECTLY |
| | LABELED AS BEING ON S3.01. |
| | |
| | 35) THE TRUSS LAYOUT IS REQUIRED TO BE REVIEWED AND |
| | APPROVED IN WRITING BY THE DESIGNER OF RECORD FOR THE |
| | STRUCTURE. |
| | |
| | 36) THE ROOF TRUSSES ARE REQUIRED TO HAVE A MINIMUM |
| | BOTTOM CORD LIVE LOAD OF 10 PSF. SEE TABLE R301.5. |
| | |
| | 37) THE TRUSS DRAWING SUBMITTAL DOES NOT MEET THE |
| | REQUIREMENTS OF 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. |
| | |
| | 39)PRODUCT APPROVALS SUBMITTED WITH PERMIT |
| | APPLICATION AFTER OCTOBER 1, 2003 ARE REQUIRED TO |
| | COMPLY WITH THE FLORIDA PRODUCT APPROVAL SYSTEM. FOR |
| | INFORMATION PLEASE SEE THE STATE WEBSITE AT |
| | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH STATEWIDE |
| | APPROVAL ARE REQUIRED TO BE SUBMITTED WITH A COVER |
| | SHEET THAT LISTS THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. |
| | |
| | 40)WPB ADMIN CODE 106.3* 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) CIRCLE THE METHOD OF ATTACHMENT THAT WILL BE USED |
| | TO INSTALL THE ROOF TILE ON THE NOA. |
| | |
| | 42)THE GENERIC PRESSURES IN THE SCHEDULE ON S3.02 ARE |
| | TOO HIGH FOR THE GARAGE DOORS. SEE TABLE R301.2(4). |
| | |
| | 43)SUBMIT STATE OR MIAMI-DADE PRODUCT APPROVALS FOR |
| | THE NAN YA PLASTIC CORP. EXTERIOR DOORS OR THE |
| | MANUFACTURER CAN APPLY FOR LOCAL PRODUCT APPROVAL IN |
| | ACCORDANCE WITH RULE 9B-72. |
| | |
| | 44) THE WEATHERSHIELD LEGACY FIXED WINDDOW NOA NO. |
| | 05-0420.04 IS MISSING SHEET 4 OF 4 FROM DRAWING NO. |
| | 1071. |
| | |
| | 45) THE NOA NO. 03-1105.01 FOR THE PGT PW-701 WINDOW |
| | HAS BEEN REVISED BY NOA NO. 07-0418.06. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | [email protected] |
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