| Date |
Text |
| 2003-12-05 00:00:00 | DENIED |
| | |
| | 1) IMPACT FEES MUST BE PAID TO PALM |
| | BEACH COUNTY, PLANS STAMPED BY THEM AND |
| | COPY OF RECEIPT SUBMITTED TO CITY OF |
| | WEST PALM BEACH BUILDING DEPARTMENT, |
| | BEFORE A BUILDING PERMIT CAN BE ISSUED. |
| | |
| | 2) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 3) THE OWNER/AGENT IS REQUIRED TO SIGN |
| | THE ENERGY CALCULATION FORM. |
| | |
| | 4)PROVIDE (2) CURRENT AND COMPLETE |
| | COPIES OF SBCCI OR METRO-DADE PRODUCT |
| | APPROVALS FOR: |
| | - STRUCTURAL WINDOW MULLIONS |
| | - INSWING METAL DOOR (THE ONE SUBMITTED |
| | IS FOR AN OUTSWING DOOR) |
| | - SLIDING GLASS DOOR ( THE ONE SUBMITTED |
| | IS NO LONGER VALID) SEE ATTACHED COPY OF |
| | CURRENT NOA. |
| | |
| | 5) SUBMIT A KEY PLAN AND INSTALLATION |
| | SCHEDULE FOR THE STORM PANELS OR APPLY |
| | UNDER A SEPARATE PERMIT. HIGHLIGHT OR |
| | CIRCLE THE TYPE OF MOUNTING AND ANCHORS |
| | THAT WILL BE USED ON THE PRODUCT |
| | APPROVAL. |
| | |
| | 6) REVISE THE WALL SECTION ON SHEET A1 |
| | TO INDICATE THAT THE FINISH FLOOR IS A |
| | MINIMUM OF 4" ABOVE FINAL GRADE AND THE |
| | BOTTOM OF THE FOOTER IS REQUIRED TO BE A |
| | MINIMUM OF 12" BELOW GRADE. SEE FBC |
| | 1804.1.3 AND CITY OF WPB AMENDMENTS TO |
| | FBC 1804.1.7. |
| | |
| | 7)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. INCREASES IN ALLOWABLE STRESS |
| | SPECIFIED IN THE MATERIALS SECTIONS OF |
| | THE 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 TRUSS ANCHOR |
| | UPLIFT VALUES LISTED ON A1 TO VALUES |
| | THAT DO NOT INCLUDE A ONE THIRD STRESS |
| | ON STEEL CALCULATIONS. SEE THE SIMPSON |
| | HIGH WIND RESISTANT CONSTRUCTION CATALOG |
| | SEE ATTACHED PAGE FROM CATALOG. |
| | |
| | 8) REVISE THE WINDOW/DOOR BUCK FASTENING |
| | SCHEDULE ON A4. FBC 1707.4.4.2 REQUIRES |
| | WINDOW AND DOOR ASSEMBLIES TO BE |
| | FASTENED THROUGH THE 1X BUCKS AND INTO |
| | THE STRUCTURAL SUBSTRATE. SEE NOTES ON |
| | THE PLAN. |
| | |
| | PLEASE SEE NOTATIONS ON THE PLANS. |
| | PLEASE RETURN OLD PLANS IN ORDER TO HELP |
| | EXPEDITE PLAN REVIEW. |
| | IF YOU HAVE ANY QUESTIONS PLEASE CALL: |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
