| Date |
Text |
| 2004-01-13 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 SEPARATE PERMIT IS REQUIRED FOR THE |
| | POOL. |
| | |
| | 3) SUBMIT 2 COPIES OF A RECENT SURVEY. |
| | |
| | 4) FBC TABLE 1604.1 REQUIRES A LIVE LOAD |
| | OF 10 PSF FOR ATTICS WITHOUT STORAGE AND |
| | 30 PSF FOR ATTICS WITH STORAGE. PLEASE |
| | NOTE THIS ON THE PLANS FOR THE BOTTOM |
| | CORD LIVE LOAD OF THE TRUSSES. |
| | |
| | 5) SUBMIT SPECIFICATIONS FROM WINDOW |
| | MANUFACTURER INDICATING THE CLEAR |
| | OPENING SIZES OF THE CASEMENT WINDOWS IN |
| | THE SLEEPING ROOMS FOR DETERMINING |
| | COMPLIANCE WITH FBC 1005.4 FOR EMERGENCY |
| | EGRESS. |
| | |
| | 6) SUBMIT MANUFACTURER,S SPECIFICATIONS |
| | AND LISTING INFORMATION FOR THE PREFAB |
| | FIREPLACE AND FLUE PIPE. |
| | |
| | 7) THE CITY OF WPB AMENDMENTS TO FBC |
| | TABLE 2306.1 REQUIRES THE ROOF SHEATHING |
| | TO BE NAILED 4"OC AT EDGES AND 6"OC IN |
| | ZONE 3 WHICH INCLUDES THE OUTSIDE |
| | CORNERS OF HIP ROOFS. SEE FBC FIGURE |
| | 1606.2(C). PLEASE REVISE THE NOTES ON |
| | A6, S2 AND S3. |
| | |
| | 8) FBC 1707.4.4.2 REQUIRES DOOR FRAMES |
| | TO BE ATTACHED THROUGH THE BUCK AND INTO |
| | THE STRUCTURAL SUBSTRATE WHEN THE BUCK |
| | IS LESS THAN 1-1/2". PLEASE REVISE THE |
| | DOOR BUCK DETAIL ON A7. NOTE THE PRODUCT |
| | APPROVALS FOR THE PELLA DOORS REQUIRE |
| | 2X BUCKS. |
| | |
| | 9)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. SEE |
| | ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | |
| | 10) SUBMIT PRODUCT APPROVALS FOR DOUBLE |
| | OUTSWING ELLIPTICAL TOP WOOD DOORS WITH |
| | SIDELITES FOR THE FRONT ENTRY DOORS AS |
| | SHOWN ON THE PLANS. |
| | |
| | 11) SUBMIT PRODUCT APPROVALS FOR THE |
| | ELLIPTICAL TOP GLAZED FRENCH DOORS AND |
| | THE ELLIPTICAL TOP VENTED CASEMENT |
| | WINDOWS AS SHOWN ON THE PLANS. |
| | |
| | 12) CLARIFY WHY THE DRAWINGS FOR THE |
| | NON-IMPACT OPERABLE CASEMENT WINDOWS |
| | WAS SUBMITTED. (DRAWING #1161) |
| | |
| | 13) SUBMIT PRODUCT APPROVALS FOR THE |
| | GLASS BLOCK. |
| | |
| | 14) SUBMIT PRODUCT APPROVALS FOR THE |
| | SINGLE OUTSWING SOLID GARAGE DOOR. |
| | |
| | 15) SUBMIT A KEY PLAN AND INSTALLATION |
| | SCHEDULE FOR THE STORM PANELS INDICATING |
| | HOW AND WHERE THEY WILL BE INSTALLED. |
| | NOTE: GLASS BLOCK COMPLYING WITH FBC |
| | SECTION 2112 DO NOT HAVE TO BE PROTECTED |
| | |
| | 16) SPECIFY THE UPLIFT CAPACITIES AND |
| | THE WELD TYPES FOR THE STEEL COLUMNS ON |
| | S3. |
| | |
| | 17) ON SHEET S4 PLEASE CHANGE THE |
| | REFERENCES FROM SBC TO FBC AND CORRECT |
| | THE MEAN ROOF HEIGHT TO CONCUR WITH THE |
| | ONE LISTED ON A1. |
| | |
| | 18)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. |
| | PLEASE REVISE THE VALUES IN THE TRUSS |
| | ANCHOR SCHEDULE & UPDATE THE CONNECTORS |
| | TO THOSE IN CURRENT CATALOGS WITH STATE |
| | PRODUCT APPROVAL. |
| | |
| | 19) SUBMIT STATE PRODUCT APPROVAL FOR |
| | TRUSS CONNECTORS. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
