| Date |
Text |
| 2006-08-10 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 06070415 |
| | ADD: 2140 PALM BCH LAKES BLVD. |
| | CONT: PERSONALIZED A/C |
| | TEL: (561) 239-1340 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | 1)--- VERY IMPORTANT STATEMENT --- |
| | PLEASE DO NOT IGNORE! |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & REPLACE ANY |
| | PAGES AS NECESSARY. A TRANSMITTAL LETTER |
| | LISTING THE ORIGINAL REVIEW COMMENT NUM- |
| | BER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICA |
| | TION PAGE WHERE THE CHANGES CAN BE FOUND |
| | WILL HELP TO EXPEDITE YOUR PERMIT. THANK |
| | YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | 2) ENGINEERING SHEET A-1 BY HILLMAN |
| | ENGINEERING IS A COPY WITH THE WRONG |
| | ADDRESS INTHE TITLE BLOCK. |
| | 61G15-23.002(2)FL. ADMIN. CODE. PLANS |
| | SIGNED & SEALED BY A PROFESSIONAL |
| | ENGINEER SHALL INCLUDE EITHER THE NAME, |
| | ADDRESS AND LICENSE NUMBER OF THE |
| | ENGINEER OR, THE NAME AND LICENSE NUMBER |
| | OF THE ENGINEER AND THE NAME, ADDRESS |
| | AND CERTIFICATE OF AUTHORIZATION NUMBER |
| | OF THE ENGINEERING BUSINESS THROUGH |
| | WHICH THE ENGINEER IS PRACTICING |
| | (471.025 F.S. AND 471.023 F.S.). |
| | |
| | 3) HILLMAN ENGINEERING IS MISSING THEIR |
| | CERTIFICATE OS AUTHORIZATION: |
| | 61G15-23.002 P. E.- CERTIFICATE OF |
| | AUTHORIZATION.IF PRACTICING THROUGH A |
| | DULY AUTHORIZED ENGINEERING BUSINESS, |
| | ENGINEERS SHALL LEGIBLY INDICATE THEIR |
| | NAME AND LICENSE NUMBER, AS WELL AS, |
| | THE NAME, ADDRESS, AND CERTIFICATE OF |
| | AUTHORIZATION NUMBER OF THE ENGINEERING |
| | BUSINESS ON EACH SHEET. |
| | |
| | 4) HILLMAN ENGINEERING PLANS ARE NOT |
| | SIGNED NOR SEALED, ORIGINALS, BUT |
| | COPIED. |
| | PLANS, SPECIFICATIONS, REPORTS OR |
| | OTHER DOCUMENTS PREPARED BY THE DESIGN |
| | PROFESSIONAL AND BEING FILED FOR PUBLIC |
| | RECORD SHALL HAVE THE SIGNATURE AND |
| | SEAL OF THE DESIGN PROFESSIONAL AFFIXED |
| | TO THE DOCUMENT. |
| | FL STATE STAT: 61G15-23.002 ENGINEERS |
| | FL ATATE STAT: 61G16.003 ARCHITECTS |
| | |
| | 5) PROVIDE ADDITIONAL INFORMATION AS TO |
| | PREFABRICATED PAD. PROVIDE WEIGHT PER |
| | SQUARE FOOT. |
| | 1609.1.3 ANCHORAGE AGAINST OVERTURNING, |
| | UPLIFT AND SLIDING. |
| | STRUCTURAL MEMBERS AND SYSTEMS AND |
| | COMPONENTS AND CLADDING IN A BUILDING OR |
| | STRUCTURE SHALL BE ANCHORED TO RESIST |
| | WIND-INDUCED OVERTURNING, UPLIFT AND |
| | SLIDING AND TO PROVIDE CONTINUOUS LOAD |
| | PATHS FOR THESE FORCES TO THE |
| | FOUNDATION. WHERE A PORTION OF THE |
| | RESISTANCE TO THESE FORCES IS PROVIDED |
| | BY DEAD LOAD, THE DEAD LOAD, INCLUDING |
| | THE WEIGHT OF SOILS AND FOUNDATIONS, |
| | SHALL BE TAKEN AS THE MINIMUM DEAD LOAD |
| | LIKELY TO BE IN PLACE DURING A DESIGN |
| | WIND EVENT. WHERE THE ALTERNATE BASIC |
| | LOAD COMBINATIONS OF SECTION 1605.3.2 |
| | ARE USED, ONLY TWO-THIRDS OF THE MINIMUM |
| | DEAD LOAD LIKELY TO BE IN PLACE DURING A |
| | DESIGN WIND EVENT SHALL BE USED. |
| | |
| | |
| | GENERATOR SLAB & ANCHOR REQUIREMENT |
| | PLEASE PROVIDE SIZE OF GENERATOR(WXL), |
| | PLUS PROVIDE PLANS WITH THE INFORMATION |
| | DEPICTING HOLD DOWN BRACKETS, TYPE OF |
| | FASTENER, AND THE MINIMUM EDGE DISTANCE |
| | THE DEVICE REQUIRES WITHOUT LOAD |
| | REDUCTION. |
| | SECOND, PROVIDE INFORMATION ON THE |
| | SLAB, THICKNESS, WIDTH AND LENGTH, IF |
| | WIREMESH, FIBER MESH OR IF STEEL REBAR |
| | WILL BEUSED. |
| | THE NEW SLAB AND HOLD DOWN DETAILS: |
| | 104.2.1* ALL INFORMATION, DRAWINGS, |
| | SPECIFICATIONS AND ACCOMPANYING DATA |
| | SHALL BEAR THE NAME AND SIGNATURE OF THE |
| | PERSON RESPONSIBLE FOR THE DESIGN. |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
