| Date |
Text |
| 2001-12-05 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 A COMPLETED DESIGN COMPLIANCE |
| | FORM OR PROVIDE ALL OF THE DESIGN |
| | PARAMETERS AND ASSUMTIONS ON THE PLANS. |
| | SEE ATTACHED FORM. |
| | |
| | 4) PROVIDE EGRESS EXIT DOOR OF THE SIDE |
| | SWINGING TYPE WITH A CLEAR OPENING OF |
| | NOT LESS THAN 32" WIDE. 97 SBC |
| | 1012.1.1,1012.1.2 |
| | |
| | 5) ONE HOUR RATED GLASS BLOCK IS |
| | REQUIRED IN EXTERIOR WALLS WITHIN 0-3 FT |
| | OF PROPERTY LINE PER 97 SBC TABLE 600 & |
| | SECTION 2112.1.2. |
| | |
| | 6) UPDATE THE CONCRETE NOTES TO THE 97 |
| | SBC REFERENCED STANDARDS C94-94 AND |
| | ACI 318-95. |
| | |
| | 7) THE GLASS BLOCK IN THE MASTER BATH IS |
| | IN A HAZARDOUS LOCATION AND IS REQUIRED |
| | TO HAVE A MINIMUM UNIFORM FACE THICKNESS |
| | OF 0.25 INCH PER SBC 2405.2. PLEASE |
| | INDICATE THIS ON PLANS. |
| | |
| | 8) THE WINDOW IN BATH #2 IS LOCATED IN A |
| | HAZARDOUS LOCATION AND IS REQUIRED TO |
| | HAVE SAFETY GLAZING. |
| | |
| | 9) DETAIL #38 ON A-13 INDICATES THE |
| | BOTTOM OF THE FOOTING 8" BELOW GRADE. |
| | THE MINIMUM IS 12" BELOW GRADE PER SBC |
| | 1804.1.3. PLEASE CORRECT. |
| | |
| | 10) THE BENDING DIAGRAM ON A-13 IS |
| | PRINTED IN UPSIDE DOWN. PLEASE CORRECT. |
| | |
| | 11) PROVIDE LISTING INFORMATION AND |
| | MANUFACTURERS SPECIFICATIONS FOR BBQ. |
| | 97 SBC 2808 |
| | |
| | 12) PROVIDE ACCESS TO ATTIC SPACE FROM |
| | SECOND FLOOR PER 97 SBC 2309.6. |
| | |
| | 13)PROVIDE DETAILS FOR STAIRS, HANDRAILS |
| | AND GUARDRAILS. INDICATE RISER & TREAD |
| | DIMENSIONS, HANDRAIL DIMENSIONS & HEIGHT |
| | AND GUARDRAIL HEIGHT, INTERMEDIATE RAIL |
| | SPACING, ATTACHMENT DETAILS, ETC. 97 SBC |
| | 1007.3, 1007.5, 1015 AND 1608.2 |
| | |
| | 14) INDICATE FIREBLOCKING AT STAIRS PER |
| | SBC 2305.1.4. |
| | |
| | 15) SPECIFY THE LENGTH OF THE 1/2" |
| | ANCHOR BOLTS USED TO ATTACH THE 2X6 PT |
| | ON THE GARAGE DOOR JAMB DETAIL ON A-6. |
| | |
| | 16) CLARIFY HOW THE (2) 8X22 L-6 LINTELS |
| | WILL BEAR ON THE C-9 STEEL COLUMN AND |
| | COMPLY WITH THE 4" MINIMUM END BEARING |
| | REQUIRED BY CODE. SBC 2101.3.1 |
| | |
| | 17) THE DIMENSIONS FOR DETAIL 19 ON A-14 |
| | ARE MISPRINTED. |
| | |
| | 18) DETAIL 21 ON A-14 IS MISSING THE |
| | DIMENSIONS FOR HEIGHT OF FLANGES AND |
| | BOLT SPACING. |
| | |
| | 19) THE TRUSS CONNECTOR SCHEDULE ON A-14 |
| | LISTS SEMCO CONNECTORS, PLEASE NOTE THAT |
| | SEMCO HAS BEEN PURCHASED BY USP AND THE |
| | LOAD CAPACITIES MAY HAVE CHANGED. |
| | |
| | 20) INDICATE ON PLANS THAT ADEQUATE |
| | SUBSTRATE FOR ANCHORING STORM PANELS |
| | WILL BE PROVIDED AT GLAZED OPENINGS IN |
| | THE WOOD FRAME SECTION OF THE STRUCTURE. |
| | |
| | 21) INDICATE THE SPECIFIC TYPES OF |
| | FASTENERS THAT WILL BE USED TO ATTACH |
| | THE STORM PANELS TO THE WOOD FRAME |
| | SECTION OF THE STRUCTURE. |
| | |
| | 22) PROVIDE CURRENT PRODUCT APPROVALS |
| | FOR ROOF TILE AND SINGLE HUNG WINDOWS. |
| | THE ONES THAT WERE SUBMITTED HAD EXPIRED |
| | PRIOR TO APPLYING FOR THE PERMIT. |
| | |
| | 23) PROVIDE PRODUCT APPROVALS FOR ARCHED |
| | TOP FIXED GLASS WINDOWS. |
| | |
| | 24) PROVIDE PRODUCT APPROVALS FOR ALL |
| | COMPONENTS OF THE LARGE FIXED GLASS |
| | WINDOW ASSEMBLY AT THE LIVING ROOM. THE |
| | COMPONENTS MUST BE TESTED AND APPROVED |
| | FOR THIS TYPE OF ASSEMBLY AND MEET OR |
| | EXCEED THE REQUIRED WIND LOADS FOR THE |
| | STRUCTURE. PLEASE PROVIDE ADDITIONAL |
| | DETAILS THAT INDICATE THE COMPONENTS AND |
| | THE METHOD OF ATTACHMENT. |
| | |
| | 25) REVIEW THE MASONRY OPENING SIZE ON |
| | A-4 FOR THE LARGE FIXED GLASS LIVING |
| | ROOM WINDOW. IT APPEARS TO BE IN ERROR. |
| | REVIEW THE POSITIVE AND NEGATIVE |
| | PRESSURES ON THIS WINDOW. |
| | |
| | 26) PROVIDE A COMPLETED CITY OF WPB SITE |
| | SPECIFIC PRODUCT APPROVAL FORM FOR THE |
| | TWO FIXED GLASS WINDOWS AT THE STEEL |
| | COLUMN AT THE BREAKFAST ROOM, IN |
| | ADDITION TO THE DRAWING SUBMITTED BY THE |
| | ENGINEER. THE COMPLETED FORM MUST BE |
| | SIGNED, SEALED AND DATED BY THE ENGINEER |
| | CERTIFYING THE COMPONENTS AND BY THE |
| | DESIGNER OF RECORD OF THE STRUCTURE |
| | ACKNOWLEDGING THAT THE ASSEMBLY AND |
| | INSTALLATION WILL BE SUFFICIENT TO |
| | BE USED IN HIS STRUCTURE AND COMPLY |
| | WITH CODE. (FORM ATTACHED) |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
