| Date |
Text |
| 2004-03-29 00:00:00 | DENIED |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) THE P.R. NUMBERS ON THE IMPACT FEE |
| | RECEIPT AND THE PLANS DO NOT MATCH. |
| | PLEASE SUBMIT CORRECT RECEIPT. |
| | |
| | 3) FBC* 1804.2.2AREA OF QUESTIONABLE |
| | SOIL.SUBMIT A GEOTECHNICAL REPORT |
| | TO VERIFY THE SAFE BEARING CAPACITY OF |
| | THE SOIL. |
| | |
| | 4)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 APPLICABLE ENCLOSURE |
| | CLASSIFICATION AND INTERNAL PRESSURE |
| | COEFFICENT IF DESIGNING WITH ASCE 7-98. |
| | |
| | 5) FBC TABLE 1604.1 REQUIRES ATTICS |
| | WITHOUT STORAGE TO HAVE 10PSF LIVE LOAD. |
| | SPECIFY THIS ON THE PLANS. |
| | |
| | 6) THE ENTRY COLUMN DETAIL 10 SHEET 2 |
| | SPECIFIES 3- #4BARS E.W. AND THE |
| | FOUNDATION PLAN SPECIFIES 4- #5 BARS. |
| | PLEASE CLARIFY. |
| | |
| | 7) DETAIL 3 ON 5 HAS A CONNECTION DETAIL |
| | THAT IS ILLEGIBLE DUE TO PRINTING ERROR. |
| | |
| | 8) THE REINFORCMENT NOTE FOR THE BEAM |
| | OVER THE SLIDING GLASS DOOR IN THE |
| | MASTER SUITE IS ILLEGIBLE. |
| | |
| | 9) THE DIMENSIONS LISTED FOR THE BUTT |
| | GLASS DIFFER ON SHEETS 5 AND 7. PLEASE |
| | CORRECT. |
| | |
| | 10) ADD NOTES TO THE TRUSS FRAMING PLAN |
| | ON SHEET 9 TO CLARIFY THAT THE #4 |
| | CONNECTOR IS FOR THE FLOOR TRUSSES AND |
| | THE (2) #7 CONNECTORS AT THE RIGHT SIDE |
| | OF THE LAYOUT ARE FOR ANCHORING THE |
| | TRUSSES TO THE POSTS BELOW. |
| | |
| | 11) THE NUE-VUE NVTA 48 CONNECTOR ON 5 |
| | AND THE NVSTA 48 ON 9, DO NOT MATCH THE |
| | FLORIDA PRODUCE APPROVAL THAT WAS |
| | SUBMITTED. PLEASE CORRECT. |
| | |
| | 12) THE TRUSS ANCHOR SCHEDULE LISTS A |
| | SIMPSON HUC 412 CONNECTOR WITH 1505# |
| | UPLIFT AND FL. PRODUCT APPROVAL THAT WAS |
| | SUBMITTED IS FOR HU 412 WITH 905# UPLIFT |
| | PLEASE CORRECT. |
| | |
| | 13) THE FLORIDA PRODUCT APPROVAL FOR THE |
| | COLLIER GARAGE DOOR (FL 1269) IS |
| | PENDING. SUBMIT APPROPRIATE PRODUCT |
| | APPROVAL. |
| | |
| | 14) THE INSTALLATION DRAWINGS FOR THE |
| | COLLIER GARAGE DOOR IS LIMITED TO A |
| | MINIMUM SIZE OF 10'X 6' (60 SQFT) AND |
| | THE DOOR ON THE PLANS IS SMALLER AT |
| | 8'X 7' (56 SQFT). SUBMIT STATE OR LOCAL |
| | PRODUCT APPROVAL FOR THE SMALL GARAGE |
| | DOOR. |
| | |
| | 15) SUBMIT STATE OR LOCAL PRODUCT |
| | APPROVAL FOR THE BUTT GLASS WINDOW AND |
| | STOREFRONT SYSTEM. |
| | |
| | 16) SUBMIT STATE OR LOCAL PRODUCT |
| | APPROVALS, KEY PLAN AND INSTALLATION |
| | SCHEDULE FOR THE STORM PANELS. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
