2008-03-11 11:52:53 | 2004 FBC W/2007 REVISIONS |
| INSTALL CANOPY |
| |
| DENIED BY BUILDING |
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| 1) SPECIFY THE APPLICABLE BUILDING CODE ON THE PLANS. |
| |
| 2) SPECIFY THE FOLLOWING INFORMATION ON THE PLANS AND |
| CALCULATIONS. |
| 1603.1.4 WIND DESIGN DATA. |
| THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL |
| BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE |
| DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM OF THE |
| BUILDING: |
| 1.BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR |
| (KM/HR). |
| 2.WIND IMPORTANCE FACTOR, I W , AND BUILDING |
| CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7 |
| AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7. 3. |
| WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS |
| UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND |
| DIRECTION SHALL BE INDICATED. |
| 4.THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF |
| DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT. |
| 5.COMPONENTS AND CLADDING. THE DESIGN WIND |
| PRESSURES IN TERMS OF PSF (KN/M 2 ) TO BE USED FOR THE |
| SELECTION OF EXTERIOR COMPONENTS AND CLADDING MATERIALS |
| NOT SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN |
| PROFESSIONAL. |
| |
| 3) SPECIFY THE ROOF LIVE AND DEAD LOADS ON THE PLANS. |
| FBC 1603.1.2 AND 1607.11. |
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| 4) SUBMIT PRODUCT APPROVALS FOR THE ROOF SHINGLES, |
| HURRICANE STRAPS AND CONNECTORS AS REQUIRED BY DCA RULE |
| 9B-72. |
| |
| 5)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. |
| |
| 6) SUBMIT (2) COPIES OF TRUSS LAYOUT AND DRAWINGS |
| SIGNED, SEALED AND DATED BY THE TRUSS ENGINEER AND |
| REVIEWED AND APPROVED BY THE DESIGNER OF RECORD FOR THE |
| STRUCTURE. FBC 106.3.5* AND 106.1.1.2* CITY |
| AMENDMENTS. |
| |
| 7) SPECIFY TWO LAYERS OF UNDERLAYMENT ON THE PLANS AS |
| REQUIRED BY FBC 1507.2.8 UNDERLAYMENT APPLICATION. FOR |
| ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS |
| HORIZONTAL (17-PERCENT SLOPE), UP TO FOUR UNITS |
| VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE), |
| UNDERLAYMENT SHALL BE TWO LAYERS APPLIED IN THE |
| FOLLOWING MANNER. APPLY A MINIMUM 19-INCH-WIDE (483 MM) |
| STRIP OF UNDERLAYMENT FELT PARALLEL WITH AND STARTING |
| AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. |
| STARTING AT THE EAVE, APPLY 36-INCH-WIDE (914 MM) |
| SHEETS OF UNDERLAYMENT OVERLAPPING SUCCESSIVE SHEETS 19 |
| INCHES (483 MM) AND FASTENED SUFFICIENTLY TO HOLD IN |
| PLACE. FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 |
| UNITS HORIZONTAL (33-PERCENT SLOPE) OR GREATER, |
| UNDERLAYMENT SHALL BE ONE LAYER APPLIED IN THE |
| FOLLOWING MANNER. UNDERLAYMENT SHALL BE APPLIED SHINGLE |
| FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND |
| LAPPED 2 INCHES (51 MM), FASTENED ONLY AS NECESSARY TO |
| HOLD IN PLACE. |
| |
| 8) IF A COVER OR INDEX SHEET IS USED FOR ENGINEERING |
| SPECIFICATIONS IN LIEU OF SIGNING AND SEALING EACH |
| PAGE, THE PAGES TO WHICH THE COVER SHEET APPLIES ARE |
| REQUIRED TO BE IDENTIFIED ON THE COVER SHEET. THE |
| ENGINEER IS REQUIRED TO LEGIBLY INDICATE THEIR NAME, |
| ADDRESS AND LICENSE NUMBER ON THE COVER SHEET. THE |
| PROJECT (NAME AND ADDRESS) TO WHICH THE SPECIFICATIONS |
| OR CALCULATIONS APPLY IS REQUIRED TO BE IDENTIFIED ON |
| THE COVER SHEET. SEE FS 471, FAC 61G15-23.002 AND FBC |
| 106.1* CITY AMENDMENTS. |
| |
| 9) THE ENGINEER,S CALCULATIONS SHOW A 2 X 12 RIDGE |
| BOARD AND THE PLANS SHOW TRUSSES. PLEASE CORRECT. FBC |
| 106.1.1* CITY AMENDMENTS. |
| |
| 10) SHEET 7 OF THE CALCULATIONS SHOWS A 1/4" X 14" BOLT |
| THROUGH THE RAFTERS AND RIDGE BOARD. CLARIFY HOW THE |
| BOLT, WASHERS AND NUT WILL BE COUNTERSUNK ON EACH END. |
| THIS METHOD WILL BE DIFFICULT TO ACCOMPLISH ( SUGGEST |
| STRAPS) AND DOES NOT CORRESPOND WITH THE PLANS. |
| |
| ROBERT MCDOUGAL |
| BLDG. PLAN REVIEW |
| (561)805-6714 |
| [email protected] |