| Date |
Text |
| 2004-05-17 00:00:00 | DENIED |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) FIRM LICENSE NUMBER IS MISSING FROM |
| | THE TITLE BLOCK. SEE FAC 61G1-16.04. |
| | |
| | 3) REVISE CONSTRUCTION TYPE ON SHEET A1 |
| | TO TYPE VI UNPROTECTED. FBC TABLE 600 |
| | REQUIRES EXTERIOR BEARING WALLS WITHIN |
| | 20 FEET OF THE PROPERTY LINE TO HAVE A |
| | 2 HOUR FIRE RATING. |
| | |
| | 4) PROVIDE A CLEAR SECTION DETAIL OF THE |
| | PARAPET WALLS. |
| | |
| | 5) SPECIFY ON THE PLAN THAT THE WWM IN |
| | THE SLAB WILL BE SUPPORTED AT 3'OC AS |
| | REQUIRED BY FBC 1909.3. |
| | |
| | 6)FL. BLD CODE 1606.1.7 THE FOLLOWING |
| | INFORMATION RELATED TO WIND SHALL BE |
| | SHOWN ON THE CONSTRUCTION DRAWINGS, |
| | 1)- BASIC WIND SPEED, MPH |
| | 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| | CATEGORY |
| | 3)- WIND EXPOSURE |
| | 4)- INTERNAL PRESSURE COEFFICIENT, |
| | 5)- COMPONENTS & CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF. |
| | SPECIFY THE ABOVE INFORMATION FOR THE |
| | RESIDENCE AND THE DETACHED GARAGE. |
| | |
| | 7) SPECIFY THE BOTTOM CORD LIVE LOAD FOR |
| | THE ATTIC SPACE. SEE FBC TABLE 1604.1. |
| | |
| | 8) THERE IS A DISCREPANCY IN THE |
| | DIMENSIONS AT THE REAR OF THE STRUCTURE |
| | BETWEEN THE FOUNDATION PLAN AND THE |
| | FIRST FLOOR PLAN. PLEASE CORRECT. |
| | |
| | 9) IN THE FIREBLOCKING NOTE ON A3 CHANGE |
| | THE CODE REFERENCED FROM SBC TO 2001 FBC |
| | REVISE SCHEDULE NOTE 5 TO 2001 FBC. |
| | |
| | 10) ON SHEET A4 REVISE HANDRAIL NOTES |
| | AND ATTIC ACCESS NOTE TO FBC. |
| | |
| | 11) SCUPPERS, OVERFLOW SCUPPERS AND |
| | LEADERS SHALL BE SIZED AND DISCHARGED IN |
| | ACCORDANCE WITH THE 2001 FBC PLUMBING |
| | PER FBC 1503.4.4 AND 1503.4.2. SPECIFY |
| | SIZES ON THE PLAN. |
| | |
| | 12) ON SHEET A5 THE LEFT SIDE ELEVATION |
| | IS LESS THAN 10 FEET FROM THE PROPERTY |
| | LINE, FBC TABLE 600 ALLOWS 20% OF THE |
| | WALL AREA AS OPENINGS. PLEASE CORRECT |
| | THE CALCULATIONS. |
| | |
| | 13)NOTE 6 ON A3 SPECIFIES IMPACT RESIST- |
| | ANT GLAZING AND THE NOTE ON A5 REFERS TO |
| | HURRICANE PANELS. PLEASE CLARIFY. |
| | |
| | 14) REVISE THE DRAFTSTOP NOTE ON A7 TO |
| | REFERENCE THE FBC. |
| | |
| | 15) CORRECT THE TYPO IN THE BEAM |
| | SCHEDULE ON A7 TO B10 FROM B0. |
| | |
| | 16) REVISE THE SEMCO STRAPS SPECIFIED ON |
| | A7 TO A CURRENT STRAP WITH STATE PRODUCT |
| | APPROVAL. |
| | |
| | 17)1609.4.3 LOAD REDUCTION. |
| | WHEN STRUCTURAL EFFECTS DUE TO TWO OR |
| | MORE LOADS IN COMBINATION WITH DEAD LOAD |
| | ARE INVESTIGATED IN LOAD COMBINATIONS OF |
| | 1609.4.1 OR 1609.4.2, THE COMBINED |
| | EFFECTS DUE TO THE TWO OR LOADS MULTI- |
| | PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD |
| | LOADS SHALL NOT BE LESS THAN THE EFFECTS |
| | FROM THE LOAD COMBINATION OF THE DEAD |
| | LOAD PLUS THE LOAD PRODUCING THE LARGEST |
| | EFFECTS. INCREAS IN ALLOWABLE STRESS SPE |
| | CIFIED IN THE MATERIALS SECTIONS OF THIS |
| | CODE OR A REFRENCED STANDARD SHALL NOT |
| | BE USED WITH THESE LOAD COMBINATIONS |
| | EXCEPT THAT A DURATION OF LOAD INCREASE |
| | SHALL BE PERMITTED IN ACCORDANCE WITH |
| | CHAPTER 23. REVISE THE UPLIFT VALUE OF |
| | THE SIMPSON HETAL 20 TO 1810#, WHICH IS |
| | THE VALUE GIVEN IN THE CURRENT CATALOG |
| | THAT DOESN'T INCLUDE A ONE THIRD |
| | INCREASE IN THE STEEL CALCULATIONS. |
| | |
| | 18) UPDATE THE NOTES ON A9 TO REFERENCE |
| | THE 2001 FLORIDA BUILDING CODE. |
| | |
| | 19) REVISE THE ROOF NOTES ON DETAILS 2 |
| | AND 3 ON A12 TO REFERENCE 2001 FBC. |
| | |
| | 20) SPECIFY THE LENGTH/EMBED DEPTH OF |
| | THE 3/16" DIA. TAP CONS IN DETAIL 10 ON |
| | A12. |
| | |
| | 21) SPECIFY THE LENGTH/EMBED DEPTH OF |
| | THE 5/8" DIA. EXPANSION ANCHORS AT THE |
| | 2X8 LEDGER IN DETAIL 3 ON A12. |
| | |
| | 22) SPECIFY THE LENGTH/EMBED DEPTH OF |
| | THE EXPANSION ANCHORS FOR LEDGERS. |
| | |
| | 23) THE ID TAG AT THE GARAGE DOOR ON THE |
| | FLOOR PLAN ON A14 IS INCORRECT. IT |
| | SHOULD READ 1 ON A13. |
| | |
| | 24) THE TWO FRONT WINDOWS ON THE SECOND |
| | FLOOR PLAN ON A14 DO NOT HAVE ID TAGS. |
| | |
| | 25) SPECIFY ON THE PLANS IF DETACHED |
| | GARAGE IS TO HAVE IMPACT RESISTANT |
| | WINDOWS OR STORM PANELS. |
| | |
| | 26) PRODUCT APPROVALS SUBMITTED WITH |
| | PERMIT APPLICATION AFTER OCTOBER 1, 2003 |
| | ARE REQUIRED TO COMPLY WITH THE FLORIDA |
| | PRODUCT APPROVAL SYSTEM. FOR INFORMATION |
| | PLEASE SEE THE STATE WEBSITE AT |
| | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH |
| | STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTS |
| | THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. IF THE PRODUCT DOES NOT HAVE |
| | STATEWIDE APPROVAL, SUBMIT AN APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| | SPECIFIC FORM PER RULE 9B-72. SUBMIT |
| | STATE OR LOCAL PRODUCT APPROVAL |
| | INFORMATION IN ADDITION TO PRODUCT NOAS. |
| | |
| | 27) SUBMIT STATE/LOCAL PRODUCT APPROVAL |
| | FOR THE FOLLOWING ITEMS SHOWN ON PLANS: |
| | - ARCHED TOP INSWING ENTRY DOOR |
| | - ARCHED TOP WINDOW |
| | |
| | 28) SUBMIT ENERGY CALCULATIONS FOR THE |
| | HOUSE WITH 2592 SQFT OF CONDITIONED |
| | SPACE AND DETACHED GARAGE WITH 372 SQFT |
| | OF CONDITIONED SPACE. EACH STRUCTURE IS |
| | REQUIRED TO HAVE A FORM AND CALCS. |
| | |
| | 29) SPECIFY ON THE PLANS THE INSULATION |
| | FOR THE WALLS, FLOORS AND CEILING OF THE |
| | PLAYROOM IN THE DETACHED GARAGE. |
| | |
| | 30) THE TWO STORY WALL SECTION 3 ON A12 |
| | SPECS. R19 BATT INSULATION AND THE |
| | ENERGY CALCS. SPECIFY R30 INSULATION. |
| | PLEASE CORRECT. |
| | |
| | 31) SEE ADDITIONAL NOTES ON THE REVIEWED |
| | PLANS. |
| | |
| | 32)PLEASE RETURN ONE SET OF OLD DRAWINGS |
| | WITH NEW PLANS IN ORDER TO EXPEDIATE |
| | PLAN REVIEW. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
