| Date |
Text |
| 2001-11-27 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 A COMPLETED DESIGN COMPLIANCE |
| | FORM OR PROVIDE ALL OF THE DESIGN |
| | PARAMETERS AND ASSUMPTIONS ON THE PLANS. |
| | SUCH AS BUILDING HEIGHT,MEAN ROOF HEIGHT |
| | BASIC VELOCITY PRESSURE, ETC. SEE FORM |
| | ATTACHED. |
| | |
| | 4) PROVIDE EGRESS DOORS IN THE EXIT |
| | ACCESS WITH A CLEAR OPENING OF NOT LESS |
| | THAN 32" WIDE AND SHALL BE OF THE SIDE |
| | SWINGING TYPE. 97 SBC 1012.1.1, 1012.1.2 |
| | |
| | 5) ONE HOUR FIRE RATED GLASS BLOCK IS |
| | REQUIRED IN EXTERIOR WALL WITHIN 0-3 FT. |
| | OF PROPERTY LINE PER 97 SBC TABLE 600 & |
| | SEC. 2112.1.2 |
| | |
| | 6) GLASS BLOCK IN MASTER BATHROOM AND |
| | BATH #2 IS LOCATED IN A HAZARDOUS |
| | LOCATION AND IS REQUIRED TO HAVE A |
| | MINIMUM UNIFORM FACE THICKNESS OF |
| | 0.25 INCH PER SBC 2405.2. |
| | |
| | 7) DETAIL NUMBER 38 ON A-13 SHOWS THE |
| | BOTTOM OF THE FOOTING AT 8" BELOW GRADE, |
| | THE CODE REQUIRES THE BOTTOM OF THE |
| | FOOTING TO BE A MINIMUM OF 12" BELOW |
| | GRADE. SBC 1804.1.3. |
| | |
| | 8) THE BENDING DIAGRAM ON A-13 IS |
| | PRINTED UPSIDE DOWN AND BACKWARDS. |
| | |
| | 9) PROVIDE UL LISTING INFORMATION AND |
| | MANUFACTURERS SPECIFICATIONS FOR BBQ. |
| | 97SBC 2808 |
| | |
| | 10) PROVIDE ACCESS TO ATTIC SPACE FROM |
| | SECOND FLOOR PER 97 SBC SEC. 2309.6. |
| | |
| | 11) PROVIDE DETAILS FOR STAIRS,HANDRAILS |
| | AND GUARDRAILS. INDICATE RISER & TREAD |
| | DIMENSIONS, HANDRAIL DIMENSIONS & HEIGHT |
| | AND GUARDRAIL HEIGHT, INTERMEDIATE RAIL |
| | SPACING, ATTACHMENTS, ETC. 97 SBC SEC. |
| | 1007.3, 1007.5, 1015 AND 1608.2 |
| | |
| | 12) INDICATE FIREBLOCKING AT STAIRS PER |
| | 97 SBC 2305.1.4. |
| | |
| | 13) INDICATE THE LENGTH OF THE 1/2" |
| | ANCHOR BOLTS USED TO ATTACH THE 2X6 P.T. |
| | ON THE GARAGE DOOR JAMB DETAIL ON A-6. |
| | |
| | 14) 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. 97 SBC 2101.3.1 |
| | |
| | 15) THE DIMENSIONS FOR DETAIL 19 ON A-14 |
| | ARE MISPRINTED. |
| | |
| | 16) DETAIL 21 ON A-14 IS MISSING THE |
| | DIMENSIONS FOR HEIGHT AND BOLT SPACING. |
| | |
| | 17) THE TRUSS CONNECTOR SCHEDULE ON A-14 |
| | LISTS SEMCO CONNECTORS, PLEASE NOTE THAT |
| | SEMCO HAS BEEN PURCHASED BY USP AND THE |
| | CAPACITIES MAY HAVE CHANGED. |
| | |
| | 18) GLASS BLOCK COMPLYING WITH 97 SBC |
| | SEC. 2112 ARE NOT REQUIRED TO BE |
| | SHUTTERED. REVIEW #16 ON KEY PLAN AND |
| | INSTALLATION SCHEDULE FOR STORM PANELS. |
| | |
| | 19) INDICATE ON PLANS THAT ADEQUATE |
| | SUBSTRATE FOR ANCHORING STORM PANELS |
| | WILL BE PROVIDED AT GLAZED OPENINGS IN |
| | WOOD FRAME SECTION OF STRUCTURE. |
| | |
| | 20) INDICATE THE SPECIFIC ANCHORS THAT |
| | WILL BE TO ANCHOR THE STORM PANELS TO |
| | THE WOOD FRAME PORTION OF THE STRUCTURE. |
| | |
| | 21) PROVIDE CURRENT PRODUCT APPROVAL FOR |
| | ROOF TILE AND SINGLE HUNG WINDOWS. THE |
| | ONES SUBMITTED HAD EXPIRED PRIOR TO |
| | APPLYING FOR PERMIT. |
| | |
| | 22) PROVIDE PRODUCT APPROVALS FOR ARCHED |
| | TOP FIXED GLASS WINDOWS. |
| | |
| | 23) PROVIDE PRODUCT APPROVALS FOR ALL |
| | COMPONENTS USED IN 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. PLEASE |
| | PROVIDE ADDITIONAL DETAILS THAT INDICATE |
| | THE VARIOUS COMPONENTS AND HOW THEY ARE |
| | ATTACHED TO EACH OTHER & THE STRUCTURE. |
| | |
| | 24) THE MASONRY OPENING DIMENSIONS GIVEN |
| | ON A-4 FOR THE LARGE FIXED GLASS WINDOW |
| | DO NOT APPEAR TO BE CORRECT. PLEASE |
| | REVIEW M.O. DIMENSIONS AND POSITIVE AND |
| | NEGATIVE PRESSURES FOR THIS WINDOW. |
| | |
| | 25) PROVIDE A COMPLETED CITY OF W.P.B. |
| | SITE SPECIFIC PRODUCT APPROVAL FORM FOR |
| | THE TWO FIXED GLASS WINDOWS AT STEEL |
| | COLUMN AT 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 |
| | PRODUCT AND INSTALLATION WILL BE |
| | SUFFICIENT TO COMPLY WITH CODE REQUIRE- |
| | MENTS FOR INSTALLATION IN HIS STRUCTURE. |
| | (FORM ATTACHED) |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
