| Date |
Text |
| 2008-12-02 12:02:12 | 2004 FBC W/2007 REVISIONS |
| | NSFD |
| | |
| | DENIED BY BUILDING |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL |
| | BE REQUIRED. FS 713 |
| | |
| | 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) SOME OF THE CODE REFERENCES ON THE PLANS DO NOT |
| | SPECIFY THE 2007 REVISIONS TO THE 2004 FBC. PLEASE |
| | CORRECT. |
| | |
| | 4) 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. 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. |
| | |
| | 5) 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: |
| | 1. 0.113-INCH NOMINAL SHANK DIAMETER |
| | 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER |
| | 3. 16 TO 20 RINGS PER INCH |
| | 4. 0.280 INCH FULL ROUND HEAD DIAMETER |
| | 5. 2-INCH NAIL LENGTH |
| | 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. |
| | |
| | 6) THE OWNER/AGENT IS REQUIRED TO SIGN AND DATE THE |
| | ENERGY CALCULATION FORMS. FBC 13-600. |
| | |
| | 7) SUBMIT SOIL TEST REPORTS THAT HAVE THE ORIGINAL WET |
| | SIGNATURE OF THE ENGINEER THAT SEALS THE DOCUMENTS AS |
| | REQUIRED BY FS 471 AND FAC 61G15-23.002. COPIED |
| | SIGNATURES OR SIGNATURE STAMPS ARE NOT ACCEPTABLE. |
| | |
| | 8) SUBMIT TRUSS DRAWINGS AND LAYOUTS THAT HAVE THE |
| | ORIGINAL WET SIGNATURE OF THE ENGINEER THAT SEALS THE |
| | DOCUMENTS AS REQUIRED BY FS 471 AND FAC 61G15-23.002. |
| | COPIED SIGNATURES OR SIGNATURE STAMPS ARE NOT |
| | ACCEPTABLE. THE TRUSS DOCUMENTS ARE REQUIRED TO BE |
| | REVIEWED AND APPROVED BY THE DESIGNER OF RECORD FOR THE |
| | STRUCTURE. |
| | |
| | 9) THE BOTTOM CORD LIVE LOAD FOR THE ROOF TRUSSES IS |
| | SPECIFIED AS "0" ON THE TRUSS DRAWINGS. THE MINIMUM |
| | LIVE LOAD IS 10 PSF FOR ATTICS WITH NO STORAGE. PLEASE |
| | CORRECT. SEE FBC R301.5 |
| | |
| | 10) THE MEAN ROOF HEIGHT FOR THE STRUCTURE IS SPECIFIED |
| | AS 25' ON THE TRUSS DRAWINGS AND 27' ON THE TRUSS |
| | LAYOUT. PLEASE COORDINATE. R202, R301.2.1 AND |
| | R502.1.3.4 |
| | |
| | 11) SPECIFY THE MEAN ROOF HEIGHT ON THE ARCHITECTURAL |
| | PLANS. R202 AND R301.2.1 |
| | |
| | 12) 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. |
| | |
| | 13) SUBMIT PRODUCT APPROVALS FOR THE TRUSS ANCHORS AND |
| | CONNECTORS OR SPECIFY THE FLORIDA PRODUCT APPROVAL FL# |
| | FOR EACH ON THE PLANS. SEE RULE 9B-72. |
| | |
| | 14) SUBMIT THE CURRENT PRODUCT APPROVAL NOA ( NOA # |
| | 07-1116.09) FOR THE WATKINS SAWMILLS LTD WOOD SHAKES. |
| | DCA RULE 9B-72 |
| | |
| | 15) THE PRODUCT EVALUATION REPORT FL 7630.1 FOR THE RW |
| | BUILDING CONSULTANTS FOR THE GLAZED FIBERGLASS DOOR HAS |
| | THE DRAWINGS FOR A GLAZED STEEL DOOR ATTACHED. PLEASE |
| | CORRECT. DCA RULE 9B-72 |
| | |
| | 16) THE PRODUCT APPROVAL INFORMATION THAT WAS SUBMITTED |
| | FOR THE PGT SINGLE HUNG WINDOWS IS INCOMPLETE. SUBMIT |
| | THE COMPLETE PRODUCT APPROVAL. DCA RULE 9B-72 |
| | |
| | 17) THE INSTALLATION DRAWINGS THAT ARE ATTACHED TO THE |
| | KOLBE DOOR PRODUCT APPROVAL (FL 8603) ARE FOR |
| | NON-IMPACT RATED DOORS, ALTHOUGH THE ONE MARKED ON THE |
| | COVERSHEET IS IMPACT RATED. PLEASE CORRECT. DCA RULE |
| | 9B-72 |
| | |
| | 18) THE PRODUCT APPROVAL FOR THE KOLBE DOOR WITH FL |
| | 4816 IS NO LONGER LISTED ON THE STATE WEBSITE. |
| | WWW.FLORIDABUILDING.ORG SUBMIT MIAMI-DADE PRODUCT |
| | APPROVAL. DCA RULE 9B-72 |
| | |
| | 19) IN ORDER TO DETERMINE IF THE DOORS, WINDOWS AND |
| | MULLIONS HAVE ADEQUATE DESIGN PRESSURES FOR THE |
| | OPENING, PLEASE SPECIFY ON THE PRODUCT APPROVAL WHICH |
| | DOORS AND WINDOWS THE PRODUCT APPROVALS CORRESPOND TO. |
| | DCA RULE 9B-72 AND R301.2.1 |
| | |
| | 20) THE DESIGN PRESSURES LISTED IN THE PRODUCT APPROVAL |
| | FOR THE 16' WIDE GARAGE DOOR ARE TOO LOW. ALSO PARTS OF |
| | THE INSTALLATION DRAWINGS ILLEGIBLE. PLEASE SUBMIT |
| | LEGIBLE COPIES. DCA RULE 9B-72 AND R301.2.1 |
| | |
| | 21) THE INSTALLATION DRAWINGS FOR THE 9' WIDE GARAGE |
| | DOOR ARE ILLEGIBLE. PLEASE SUBMIT LEGIBLE COPIES. DCA |
| | RULE 9B-72 AND R301.2.1 |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | [email protected] |
