| Date |
Text |
| 2006-06-28 00:00:00 | |
| | |
| | DENIED |
| | |
| | 1) A CERTIFICATE OF AUTHORIZATION SHALL |
| | BE REQUIRED FOR A CORPORATION, LIMITED |
| | LIABILITY COMPANY, OR PARTNERSHIP, |
| | OFFERING ARCHITECTURAL SERVICES TO THE |
| | PUBLIC JOINTLY OR SEPARATELY. |
| | PER 481.219(2) F.S. |
| | |
| | 2) WIND DESIGN CRITERIA SHALL CARRY |
| | RVISED REFERENCE STANDARD 7-02 |
| | |
| | 3) THE STATE OF FLORIDA REQUIRES |
| | COLLECTION OF A RADON SURCHARGE ON ALL |
| | NEW CONSTRUCTION COMPUTED ON UNDER ROOF |
| | FLOOR SPACE PER 10D-91 FAC |
| | |
| | 4) THE SURVEY FOR THE PROPOSED ADDITION |
| | SHOWS THE NGVD BASE FLOOD ELEVATION AS |
| | 7' THE CITY CODE REQUIRES THE FLOOR |
| | ELEVATION TO BE 6" ABOVE THIS LEVEL. PER |
| | CITY CODES THE EXISTING STRUCTURE MUST |
| | ALSO MEET THIS REQUIREMENT WHEN THEIR IS |
| | SUBSTANTIAL IMPROVEMENT (MORE THAN 50% |
| | OF THE VALUE OF THE EXISTING STRUCTURE.) |
| | SECTION 94-546 |
| | |
| | 5) BEFORE A CO IS ISSUED AN ELEVATION |
| | CERTIFICATE WILL BE REQUIRED |
| | |
| | 6) IN AREAS OF QUESTIONABLE SOILS A SOIL |
| | REPORT IS REQUIRED PER R401.1 FBC |
| | |
| | 7) THE FOLLOWING CORRECTION ARE REQUIRED |
| | ON THE PRODUCT APPROVALS |
| | A) GAF ROOFING: PROVIDE FASTENER SYSTEM |
| | BEING USED AND CALCULATIONS FOR THE |
| | ENHANCED FASTENING FOR PERIMITER ZONE 2 |
| | AND CORNER ZONE 3 |
| | B) CLOPAY GARAGE DOORS: NOA'S DO NOT |
| | MEET THE DESIGN PRESSURES AS STATED IN |
| | THE ENGINEERED DRAWINGS ON S/3. ALSO |
| | BOTH NOA'S ARE FOR METAL DOORS AND |
| | DRAWINGS HAVE WOOD AND ALUMINUM. DOORS |
| | WITH GLAZING THE GLASS SHALL BE IMPACT |
| | RATED |
| | C) MADDEN MFG: SHUTTER PRODUCT APPROVALS |
| | SHALL BE SUBMITTED WITH A KEY PLAN, |
| | SCEDULE AND THE NOA DRAWING CLEARLY |
| | MARKED/CIRCLED SHOWING THE COMPONENTS, |
| | TYPE OF MOUNTING, TYPE OF ANCHOR, ETC |
| | D) PGT WINDOWS: REQUIRE AN UPDATED |
| | FLORIDA COVER AND NOA (FL#243-R3 & NOA# |
| | 03-1105.01) |
| | E) CECO DOORS: NOA STATES A MAXIMUM |
| | HEIGHT OF 7'-0" AND DRAWING SPECIFY |
| | 7'-6" ON THE DOOR AND WINDOW SCHEDULE ON |
| | A/1. |
| | |
| | 8) WINDOW SCHEDULE SHOWS WINDOW A AS |
| | CASEMENT, ELEVATION SHOWS FIXED, NO NOA |
| | FOR CASEMENT, PLEASE CLARIFY |
| | |
| | 9) SECTION 05/S1 SHOWS TB2 AND ROOF |
| | FRAMING PLAN SHOWS TB1 PLEASE CLARIFY, |
| | ALSO THERE IS NO TB2 ON THE BEAM |
| | SCHEDULE ON S/2 |
| | |
| | 10) PROVIDE DETAIL ON ATTACHMENT OF 4X10 |
| | BEAM TO POST (ASSUME THERE IS POST UNDER |
| | THE DECORATIVE WOOD POSTS) IF SO SHOW |
| | PAD/FOOTING AND ATTACHMENT |
| | |
| | 11) ALSO CONFIRM WITH THE ENGINEER THAT |
| | THE SPANS ON 4X10 BEAMS WITH OUTLOOKERS |
| | WILL BE ADEQUATE AS THE UNSUPPORTED |
| | SPANS ARE LARGER THAN WOULD BE ALLOWABLE |
| | FOR BUILT UP BEAMS |
| | |
| | 12) SCTION 02/S1 AND 03/S1 SEEM SIMILAR |
| | BUT BEAM ATTACHMENT DETAIL SHOULD BE |
| | DIFFERENT AT EXISTING GARAGE WALL, |
| | PLEASE CLARIFY |
| | |
| | 13) WEST ELEVATION ON A/2 STATES |
| | DIFFERENT ROOFING APPLICATION THAN NORTH |
| | ELEVATION AND BUILDING SECTIONS ON A/3 |
| | PLEASE CLARIFY |
| | |
| | BLDG PLAN REVIEW |
| | ADRIAN MORSE |
| | 561-805-6716 |
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