| Date |
Text |
| 2001-10-05 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) THE DESIGN CERTIFICATION FORM MUST |
| | HAVE THE WET SIGNATURE OF THE DESIGN |
| | PROFESSIONAL IN ADDITION TO THE DATE AND |
| | HIS EMBOSSED SEAL. |
| | |
| | 4) SHEET T-1 INDICATES R-19 ATTIC |
| | INSULATION AND THE ENERGY CALCS LIST |
| | ATTIC INSULATION WITH R-30. PLEASE |
| | CORRECT. |
| | |
| | 5) SAFETY GLAZING IS REQUIRED IN THE |
| | FIXED GLASS WINDOWS AT THE DINING ROOM. |
| | 97 SBC SECT. 2405.2.1 |
| | |
| | 6) SHEET A-3 INDICATES A 5 1/2" RECESS |
| | AT BAR AREA, RECESS IS ACTUALLY 12". |
| | DETAIL SF6X6 ON SHEET A-4.1 SHOWS (2) |
| | 6" STEPS WITH A 10" TREAD, HOWEVER TREAD |
| | WIDTH IS LISTED AS 12" AT THE RIGHT OF |
| | THE DRAWING. PLEASE CORRECT. NOTE: THE |
| | SUM OF TWO RISERS AND A TREAD CAN NOT BE |
| | LESS THAN 24" NOR MORE THAN 25". 97 SBC |
| | SECT. 1007.3 |
| | |
| | 7) THERE IS NO DETAIL GIVEN IN THE |
| | COLUMN SCHEDULE FOR TAG MC2044A. PLEASE |
| | CORRECT. |
| | |
| | 8) MF811.5 ON SHEET A-3 AND TF811.5 ON |
| | SHEET A-4.1 APPEAR TO CORRESPOND WITH |
| | EACH OTHER BUT ARE MISLABELED. PLEASE |
| | CORRECT. |
| | |
| | 9) THE (2) TAGS MC1616B ON A-3 APPEARS |
| | TO BE INCORRECT. SHOULD BE MC816B. |
| | |
| | 10) DETAIL 18 ON A-6.1 INDICATES A BEAM |
| | HANGER FOR THE GIRDER TRUSS AT THE |
| | COVERED PATIO, HOWEVER A TA-6 TRUSS |
| | ANCHOR TAG IS ALSO INDICATED ON A-5. |
| | PLEASE CLARIFY. |
| | |
| | 11) PROVIDE ADDITIONAL INFORMATION FOR |
| | GIRDER HANGER INDICATED IN DETAIL 18 ON |
| | A-6.1. INDICATE THE SPECIFIC HANGER IF |
| | FROM A MANUFACTURER OR PROVIDE SPECIFIC |
| | DIMENSIONS, SIZE AND SPACING OF BOLT |
| | HOLES, TYPE OF WELDS, ETC. |
| | |
| | 12) ON SHEET A-5 THERE ARE (2) CROSS |
| | SECTION TAGS LABELED 18 ON A-6.1 AND |
| | THERE ARE NO SECTIONS SHOWN ON A-6.1. |
| | |
| | 13) THE SECTION TAG LABELED B/B-2.3 ON |
| | SHEET A-5 SHOULD REFER TO SHEET A-2.3 |
| | AND NOT B-2.3. |
| | |
| | 14) DETAIL 20 ON A-6.1 DOES NOT CONTAIN |
| | ENOUGH INFORMATION. INDICATE SPECIFIC |
| | ANCHOR IF FROM A MANUFACTURER OR |
| | COMPLETE DETAILED DRAWING IF IT IS TO BE |
| | FABRICATED. |
| | |
| | 15) THE SOIL TEST REPORT CALLS FOR THE |
| | EXTERIOR FOUNDATION TO BEAR AT LEAST 18" |
| | BELOW FINAL GRADE. THE 18" FOOTING |
| | DESIGNATED ON THE PLANS CAN NOT |
| | ACCOMPLISH THIS AND MAINTAIN THE MINIMUM |
| | 4" ABOVE FINAL GRADE REQUIRED FOR FLOOR |
| | ELEVATION BY CITY AMENDMENTS. |
| | A FOUNDATION WIDTH OF AT LEAST 18" IS |
| | ALSO REQUIRED BY THE SOIL REPORT, THE |
| | PLANS INDICATE 16". |
| | |
| | 16) PROVIDE (2) CURRENT AND COMPLETE |
| | COPIES OF SBCCI OR METRO-DADE PRODUCT |
| | APPROVALS FOR: |
| | - THE APPROVED DRAWINGS FOR THE GLAZED |
| | DOUBLE STEEL DOORS |
| | |
| | 17) THE SITE SPECIFIC ENGINEERING FOR |
| | THE NORANDEX PRODUCTS MUST BE SIGNED |
| | SEALED AND DATED BY THE DESIGN |
| | PROFESSIONAL OF RECORD OF THE STRUCTURE. |
| | THE ARCHITECT THAT SIGNED AND SEALED THE |
| | PLANS IS NOT THE SAME PERSON THAT SIGNED |
| | AND NEGLECTED TO SEAL THE SUBMITTAL. |
| | |
| | 18)PROVIDE (2) PRODUCT APPROVALS, KEY |
| | PLANS AND INSTALLATION SCHEDULES |
| | INDICATING THE SPECIFIC TYPES OF ANCHORS |
| | TO BE USED FOR STORM PANELS. |
| | |
| | 19)PROVIDE ENGINEERING FOR BUTT GLASS |
| | ASSEMBLIES PER 1997 SBC 2406.2. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
