| 2008-01-22 10:53:57 | 2004 FBC W/2007 REVISIONS |
| | ADDITION OF A FRONT ENTRY |
| | |
| | DENIED BY BUILDING |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT |
| | MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 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) FBC 1603.1.4WIND DESIGN DATA.THE |
| | PLANS SHALL STATE THE BASIC WIND SPEED, |
| | WIND IMPORTANCE FACTOR, WIND EXPOSURE |
| | CATEGORY, INTERNAL PRESSURE COEFFICIENT, |
| | AND EXTERIOR COMPONENT AND CLADDING |
| | DESIGN WIND PRESSURES.ADD THIS |
| | INFORMATION TO THE PLANS. |
| | |
| | 4) SUBMIT 2 SIGNED AND SEALED SOIL REPORTS. THE |
| | SUBSURFACE SOIL REPORTS ARE REQUIRED TO HAVE THE |
| | EMBOSSED SEAL, ORIGINAL SIGNATURE AND DATE OF THE SOIL |
| | ENGINEER. SEE FS 471 AND FAC 61G15-23.002. |
| | |
| | 5) THE ROOF SHEATHING IS REQUIRED TO BE ATTACHED WITH |
| | 8D RING SHANK NAILS. ROOF SHEATHING IS REQUIRED TO BE |
| | IN ACCORDANCE WITH SECTION R803.2.3.1 OF 2006 REVISIONS |
| | TO 2004 FBC RESIDENTIAL CODE. 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. 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. REVISE |
| | NOTES ON DRAWING 5. |
| | |
| | 6) THE NUMBER OF FASTENERS SPECIFIED FOR THE SIMPSON |
| | FGTR SHOULD BE 36- SDS 1/4" X 3". THE NUMBER OF |
| | FASTENERS FOR THE LSSU28 SHOULD BE 10-10D AT THE FACE |
| | AND 5- 10D X 1-1/2" AT THE JOIST. PLEASE CORRECT |
| | SCHEDULE ON DRAWING 5. |
| | |
| | 7) SHOW COMPLIANCE WITH R802.1.6 WOOD TRUSSES. |
| | R802.1.6.1 TRUSS DESIGN DRAWINGS. |
| | TRUSS DESIGN DRAWINGS, PREPARED IN CONFORMANCE WITH |
| | SECTION R802.1.6.1 , SHALL BE PROVIDED TO THE BUILDING |
| | OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS |
| | DESIGN DRAWINGS SHALL INCLUDE, AT A MINIMUM, THE |
| | INFORMATION SPECIFIED BELOW. TRUSS DESIGN DRAWING SHALL |
| | BE PROVIDED WITH THE SHIPMENT OF TRUSSES DELIVERED TO |
| | THE JOBSITE. |
| | 1.DESIGN WIND SPEED AND EXPOSURE CATEGORY. |
| | 2.SLOPE OR DEPTH, SPAN AND SPACING. |
| | 3.LOCATION OF ALL JOINTS. |
| | 4.REQUIRED BEARING WIDTHS. |
| | 5.DESIGN LOADS AS APPLICABLE. |
| | 5.1.TOP CHORD LIVE LOAD. |
| | 5.2.TOP CHORD DEAD LOAD. |
| | 5.3.BOTTOM CHORD LIVE LOAD. |
| | 5.4.BOTTOM CHORD DEAD LOAD. |
| | 5.5.CONCENTRATED LOADS AND THEIR POINTS OF |
| | APPLICATION. |
| | 5.6.CONTROLLING WIND AND EARTHQUAKE LOADS. |
| | 6.ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN |
| | VALUES FOR CONDITIONS OF USE. |
| | 7.EACH REACTION FORCE AND DIRECTION. |
| | 8.JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., |
| | SIZE, THICKNESS OR GAUGE) AND THE DIMENSIONED LOCATION |
| | OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY |
| | LOCATED RELATIVE TO THE JOINT INTERFACE. |
| | 9.LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. |
| | |
| | 10.CONNECTION REQUIREMENTS FOR: |
| | 10.1.TRUSS TO TRUSS GIRDER. |
| | 10.2.TRUSS PLY TO PLY. |
| | 10.3.FIELD SPLICES. |
| | 11.CALCULATED DEFLECTION RATIO AND/OR MAXIMUM |
| | DESCRIPTION FOR LIVE AND TOTAL LOAD. |
| | 12.MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS |
| | MEMBERS TO ENABLE THE BUILDING DESIGNER TO DESIGN THE |
| | SIZE, CONNECTIONS AND ANCHORAGE OF THE PERMANENT |
| | CONTINUOUS LATERAL BRACING. FORCES SHALL BE SHOWN ON |
| | THE TRUSS DESIGN DRAWING OR ON SUPPLEMENTAL DOCUMENTS. |
| | |
| | 13.REQUIRED PERMANENT TRUSS MEMBER BRACING |
| | LOCATION. |
| | |
| | 8) R802.1.6.2 DESIGN. |
| | WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH |
| | ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND |
| | MANUFACTURE OF METAL PLATE CONNECTED WOOD TRUSSES SHALL |
| | COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL |
| | BE PREPARED BY A REGISTERED PROFESSIONAL WHERE REQUIRED |
| | BY THE STATUTES OF THE JURISDICTION IN WHICH THE |
| | PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH SECTION |
| | R106.1 . |
| | |
| | 9) SUBMIT PRODUCT APPROVALS FOR THE TILE ROOF |
| | UNDERLAYMENT THAT WILL BE USED. SEE RAS 120 AND FAC |
| | RULE 9B-72. |
| | |
| | 10) REVISE UNDERLAYMENT NOTES ON DRAWING 5 TO COMPLY |
| | WITH RAS 120 AND CORRESPOND TO THE PRODUCT APPROVAL FOR |
| | THE TILE UNDERLAYMENT. FBC 106.1.1. |
| | |
| | - ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | [email protected] |
