| Date |
Text |
| 2002-01-02 00:00:00 | *************BUILDING UNSAT************* |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) INDICATE THE NUMBER OF COURSES OF |
| | BEAM BLOCK AND HORIZONTAL REINFORCEMENT |
| | THAT IS REQUIRED FOR THE FIRST AND |
| | SECOND FLOOR TIE BEAMS. |
| | |
| | 3) THE DESIGN WIND LOADS FOR THE |
| | EXTERIOR DOORS OF THE STRUCTURE IS GIVEN |
| | ON SHEET 1 AS +/- 76 PSF. NONE OF THE |
| | PRODUCT APPROVALS FOR THE DOORS THAT |
| | WERE SUBMITTED HAVE DESIGN PRESSURES |
| | THAT HIGH. PLEASE REVIEW AND PROVIDE THE |
| | CORRECTED POSITIVE AND NEGATIVE DESIGN |
| | PRESSURES FOR ALL EXTERIOR DOOR OPENINGS |
| | OR THE WORST CASE IF YOU PREFER. |
| | |
| | 4) PROVIDE PRODUCT APPROVALS FOR IMPACT |
| | RESISTANT ARCHED FIXED GLASS WINDOWS. |
| | THE TESTING INFORMATION SUBMITTED IS FOR |
| | A 4'X 8' RECTANGULAR FIXED WINDOW AND |
| | IS ONLY FOR THAT PARTICULAR WINDOW. IT |
| | ALSO MUST BE ACCOMPANIED BY A SITE |
| | SPECIFIC PRODUCT APPROVAL FORM SIGNED |
| | AND SEALED BY THE PRODUCT ENGINEER AND |
| | BY THE ENGINEER/ARCHITECT OF THE |
| | STRUCTURE, IF IT IS NOT A METRO-DADE OR |
| | SBCCI PRODUCT EVALUATION. |
| | |
| | 5)PROVIDE (2) CURRENT AND COMPLETE |
| | COPIES OF SBCCI OR METRO-DADE PRODUCT |
| | APPROVALS FOR STRUCTURAL MULLIONS. |
| | |
| | 6) THE MEAN ROOF HEIGHT GIVEN ON SHEET 1 |
| | OF THE CAST-CRETE DRAWINGS IS 24.25 FEET |
| | AND THE MEAN ROOF HEIGHT LISTED ON THE |
| | DESIGN COMPLIANCE FORM IS 28.7 FEET. THE |
| | STRUCTURE CAN ONLY HAVE ONE MEAN ROOF |
| | HEIGHT, THEREFORE THE TWO NUMBERS GIVEN |
| | SHOULD BE THE SAME. PLEASE CORRECT. |
| | |
| | 7) THE OWNER/AGENT MUST SIGN AND DATE |
| | THE ENERGY FORMS IN THE SPACE PROVIDED |
| | ON THE FORM. |
| | |
| | 8)PROVIDE A KEY PLAN AND AN INSTALLATION |
| | SCHEDULE FOR THE STORM PANELS,IN |
| | ADDITION TO THE PRODUCT APPROVALS WHICH |
| | WERE PROVIDED. |
| | |
| | 9) PLEASE CLARIFY THE ATTACHMENT OF THE |
| | 2X8 PT LEDGERS WITH 7&1/2" RED HEADS AT |
| | 4'-0" O.C. AS INDICATED ON SHEET 6. |
| | THERE IS NO CONCRETE BEAM AT THIS |
| | ELEVATION AND THE FILLED VERTICLE CELLS |
| | ARE NOT ALL SPACED ON 4' CENTERS IN |
| | THIS AREA. |
| | |
| | 10) THE WINDOW AND DOOR BUCK DETAILS AND |
| | THE FRAMING DETAILS FOR THE ARCHED |
| | OPENINGS ARE MISSING FROM THE NEW SETS |
| | OF DRAWINGS. PLEASE INCLUDE THEM WITH |
| | THE NEW PLANS. |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL: |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
