| Date |
Text |
| 2001-07-10 00:00:00 | *************BUILDING UNSAT************* |
| | |
| | 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) PROVIDE ENERGY CALCULATIONS AND |
| | EQUIPMENT SIZING CALCULATIONS (MANUAL J) |
| | AS REQUIRED BY THE 1997 FLORIDA ENERGY |
| | EFFICIENCY CODE FOR BUILDING |
| | CONSTRUCTION. |
| | |
| | 4) ALL INFORMATION,DRAWINGS,SPECS.,AND |
| | ACCOMPANYING DATA SHALL BEAR THE NAME |
| | AND SIGNATURE OF THE PERSON RESPONSIBLE |
| | FOR THE DESIGN. 104.2.1 CITY AMENDMENTS |
| | TO THE 97 SBC. |
| | |
| | 5)PROVIDE (2) CURRENT AND COMPLETE |
| | COPIES OF SBCCI OR METRO-DADE PRODUCT |
| | APPROVALS FOR: |
| | - EXTERIOR DOORS |
| | - EXTERIOR WINDOWS |
| | - STORM PANELS |
| | ROOFING UNDER A SEPERATE PERMIT. |
| | |
| | 6) PROVIDE (2) PRODUCT APPROVALS, KEY |
| | PLANS AND INSTALLATION SCHEDULES |
| | INDICATING THE SPECIFIC TYPES OF ANCHORS |
| | TO BE USED FOR STORM PANELS. |
| | |
| | 7) UNLESS DESIGNED BY AN ARCHITECT OR AN |
| | ENGINEER THE STRUCTURE MUST COMPLY WITH |
| | SSTD 10-97 THE SBCCI STANDARD FOR |
| | HURRICANE RESISTANT RESIDENTIAL |
| | CONSTRUCTION. |
| | |
| | 8) GIVE SPECIFIC INFORMATION (TYPE AND |
| | LOADS RESISTED) FOR ALL CONNECTORS USED |
| | TO ACHIEVE A CONTINOUS LOAD PATH FROM |
| | THE FOUNDATION TO THE ROOF. |
| | INDICATE SPECIFIC CONNECTORS AND THEIR |
| | UPLIFT CAPABILITIES BEING USED TO ANCHOR |
| | BEAMS TO BLOCK COLUMNS,RAFTERS TO BEAMS, |
| | RAFTERS TO LEDGERS, POSTS TO SLAB, POSTS |
| | TO BEAMS, BEAMS TO EXISTING STRUCTURE, |
| | ETC. |
| | |
| | 9) CLARIFY TYPE OF FOOTING AT ENCLOSED |
| | PART OF ENTRY (MONOLITHIC OR STEMWALL). |
| | |
| | 10) PROVIDE VERTICLE REINFORCEMENT IN |
| | EACH CORNER AND AT EACH SIDE OF OPENINGS |
| | AT THE ENCLOSED ENTRY. |
| | |
| | 11) MONOLITHIC SLAB-ON-GRADE EXTERIOR |
| | FOOTINGS ARE REQUIRED TO BE 16 INCHES IN |
| | HEIGHT AND HAVE A 12 INCH BOTTOM WIDTH. |
| | STEM WALL FOOTINGS MUST BE 8 INCHES IN |
| | HEIGHT AND HAVE A 16 INCH BOTTOM WIDTH. |
| | |
| | 12) THE BOTTOM OF FOUNDATIONS SHALL BE A |
| | MINIMUM OF 12 INCHES BELOW FINISH GRADE. |
| | 97 SBC 1804.1.3 |
| | |
| | 13) PROVIDE A DETAIL OF THE NEW GUARD- |
| | RAIL AT THE TOP OF THE STAIRS INDICATING |
| | MATERIALS,STRUCTURAL ATTACHMENTS,SPACING |
| | BETWEEN INTERMEDIATE RAILS,ETC. |
| | |
| | 14) INDICATE THE SPECIFIC JOIST HANGERS |
| | FOR 2X10 FLOOR JOISTS TO LVL ATTACHMENT. |
| | |
| | 15) SPECIFY ATTACHMENTS OF LAM BEAMS |
| | USED TO REPLACE BEARING WALLS AT STAIRS. |
| | |
| | 16) PROVIDE INFORMATION ON LINTELS FOR |
| | WINDOW AND DOOR OPENINGS IN BLOCK WALLS |
| | AT ENCLOSED ENTRY. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
