| Date |
Text |
| 2001-12-12 00:00:00 | *************BUILDING UNSAT************* |
| | |
| | 1) 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. |
| | |
| | 2) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 3) PROVIDE SOIL TEST PER CITY OF WPB |
| | AMENDMENTS TO 97 SBC SECT 1804.2.2. |
| | |
| | 4) PROVIDE AT LEAST ONE BATHROOM ON THE |
| | FIRST FLOOR WITH A DOOR THAT HAS A 29" |
| | CLEAR OPENING AS REQUIRED BY 97 FLORIDA |
| | ACCESSIBILTY CODE. |
| | |
| | 5) PROVIDE EGRESS WINDOW FOR FIRST FLOOR |
| | BEDROOM #2 PER 97 SBC SEC. 1005.4. |
| | |
| | 6) PROVIDE EGRESS WINDOW FOR SECOND |
| | FLOOR BEDROOM #4 PER 97 SBC SEC. 1005.4. |
| | |
| | 7) SAFETY GLAZING IS REQUIRED IN THE (3) |
| | MASTER BATHROOM WINDOWS PER 97 SBC SEC. |
| | 2405.2.1(2) AND (3). |
| | |
| | 8) PROVIDE ACCESS TO ATTIC SPACE PER |
| | 97 SBC SEC. 2309.6. |
| | |
| | 9) THE GUARDRAIL SYSTEM SHALL RESIST A |
| | 200 LB. CONCENTRATED HORIZONTAL LOAD |
| | APPLIED ON A ONE FOOT SQUARE AREA AT ANY |
| | POINT IN THE SYSTEM. 97 SBC 1608.2.2.3. |
| | |
| | 10) PROVIDE STAIR RISER HEIGHT DIMENSION |
| | ON PLANS. INDICATE COMPLIANCE WITH 97 |
| | SBC SEC. 1007.3, THE SUM OF TWO RISERS |
| | AND A TREAD, EXCLUSIVE OF NOSING, IS NOT |
| | LESS THAN 24" NOR MORE THAN 25". |
| | |
| | 11) THE EMBOSSED SEAL, WET SIGNATURE AND |
| | DATE BY THE ENGINEER IS REQUIRED ON |
| | SHEETS 02,03,06,08,09 AND 10 OF THE |
| | PLANS WHICH HAVE HIS TITLE BLOCK. |
| | |
| | 12) THE FOOTER SEC. ON SHEET 02 AT THE |
| | RIGHT SIDE OF THE STRUCTURE IS |
| | INCORRECTLY IDENTIFIED AS DETAIL #4 FOR |
| | A ONE STORY FOOTER AND SHOULD BE DETAIL |
| | #7 FOR A TWO STORY FOOTER. |
| | |
| | 13) PROVIDE DETAILS OF SCUPPERS AND |
| | OVERFLOW SCUPPERS INDICATING SIZE AND |
| | LOCATION PER 97 SBC SEC. 1517.6.4. |
| | |
| | 14) INDICATE THE LENGTH (MIN. EMBEDMENT) |
| | OF THE 5/8" DIA. ANCHOR BOLTS ON TYPICAL |
| | WALL SECTION ON SHEET 16. THE DRAWING |
| | APPEARS TO INDICATE WEDGE BOLTS. PLEASE |
| | CLARIFY. |
| | |
| | 15) INDICATE THE LENGTH OF THE 5/8" DIA. |
| | ANCHOR BOLTS SPECIFIED FOR THE BASE OF |
| | THE STEEL COLUMNS IN THE COLUMN SCHEDULE |
| | ON SHEET 02. |
| | |
| | 16) PROVIDE DETAIL TO CLARIFY THE |
| | ATTACHMENT OF GIRDER TRUSSES GT-10 AND |
| | GT-11 AT THE EXTERIOR WALLS. CLARIFY THE |
| | ANCHOR TAG INDICATED AT THE EXTERIOR |
| | WALLS FOR THESE GIRDERS. IS IT AN I OR |
| | THE NUMBER 1. |
| | |
| | 17)INDICATE THE SPACING OF THE SPECIFIED |
| | FASTENERS FOR THE WINDOW AND DOOR BUCKS |
| | (5) & (6) ON SHEET 13. |
| | |
| | 18) THE ENERGY CALCULATIONS ARE REQUIRED |
| | TO BE SIGNED BY THE OWNER/AGENT. |
| | |
| | 19) PROVIDE A KEY PLAN AND INSTALLATION |
| | SCHEDULE FOR THE STORM PANELS. |
| | |
| | 20) PROVIDE (2) CURRENT AND COMPLETE |
| | COPIES OF SBCCI OR METRO-DADE PRODUCT |
| | APPROVALS FOR: |
| | - STRUCTURAL MULLIONS |
| | - FRENCH DOORS WITH SIDELITES ASSEMBLY |
| | - 5'-4"X 9'-0" AND 5'-8"X 8'-0" FIXED |
| | GLASS ARCHED WINDOWS |
| | - ARCHED TOP (FRONT) DOOR |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
