| Date |
Text |
| 2008-11-20 11:03:28 | 2004 FBC W/2007 AMENDMENTS |
| | ADDITION |
| | |
| | DENIED BY BUILDING |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL |
| | BE REQUIRED. FS 713 |
| | |
| | 2) 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. |
| | |
| | 3) REVISE THE CODE REFERENCED TO THE 2004 FBC WITH 2007 |
| | AMENDMENTS. |
| | |
| | 4) THE ENERGY CALCULATION FORMS ARE INCORRECT. THE |
| | CLIMATE ZONE IS 8, THE CONDITIONED FLOOR AREA IS 336 |
| | SQFT, THE EXTERIOR WALL TYPE IS WOOD FRAME WITH R-11 |
| | INSULATION AND THE SLAB ON GRADE IS NOT INSULATED. FBC |
| | 13-600 |
| | |
| | 5) SPECIFY THE SIZE OF THE EXTERIOR DOOR ON THE PLANS. |
| | FBC R301.2.1 |
| | |
| | 6) INDICATE THE THE NAME AND CONTACT INFORMATION FOR |
| | THE PERSON RESPONSIBLE FOR THE DESIGN ON THE PLANS. FBC |
| | 106.1.3* CITY AMENDMENTS |
| | |
| | 7) SPECIFY THE SIZE OF THE FOOTINGS ON THE PLANS. THE |
| | MINIMUM FOOTING SIZE FOR MONOLITHIC SLABS IS 20" THICK |
| | AND 12" WIDE PER IBHS GUIDELINES FOR HURRICANE |
| | RESISTANT CONSTRUCTION. FBC R301.2.1.1 |
| | |
| | 8) SHOW COMPLIANCE WITH R403.1.4 MINIMUM DEPTH. ALL |
| | EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 12 INCHES |
| | (305 MM) BELOW THE UNDISTURBED GROUND SURFACE. |
| | |
| | 9) SHOW COMPLIANCE WITH R404.1.6 HEIGHT ABOVE FINISHED |
| | GRADE. CONCRETE AND MASONRY FOUNDATION WALLS SHALL |
| | EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE |
| | FOUNDATION AT ALL POINTS A MINIMUM OF 4 INCHES (102 MM) |
| | WHERE MASONRY VENEER IS USED AND A MINIMUM OF 6 INCHES |
| | (152 MM) ELSEWHERE. |
| | |
| | 10) SHOW COMPLIANCE WITH SECTION 704 INSPECTION FOR |
| | TERMITES IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE |
| | INFESTATION, CLEARANCE BETWEEN EXTERIOR WALL COVERINGS |
| | AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING |
| | SHALL NOT BE LESS THAN 6 INCHES (152 MM). |
| | |
| | 11) SPECIFY THE SPACING FOR THE 2 X 4 WALL STUDS ON THE |
| | PLANS. TABLE R602.2(3) |
| | |
| | 12) THE WALL TO FOUNDATION ANCHORAGE REQUIRES 5/8" |
| | DIAMETER ANCHOR BOLTS AT 18" O.C. PER IBHS GUIDELINES |
| | FOR HURRICANE RESISTANT CONSTRUCTION AND FBC |
| | R301.2.1.1. PLEASE REVISE PLANS. |
| | |
| | 13) THE EXTERIOR WALL HEADER ABOVE THE TWO 25 SH |
| | WINDOWS IS REQUIRED TO BE TWO 2 X 8 ON EDGE PER |
| | R602.2.8. REVISE WALL SECTION. |
| | |
| | 14) THE PRODUCT APPROVALS FOR THE HARDI PLANK SIDING |
| | REQUIRES 5/8" PLYWOOD SHEATHING AND A WATERPROOFING PER |
| | FBC 2121.6.2.1 BEHIND IT. PLEASE REVISE WALL SECTION. |
| | ALSO SEE FBC R 703.2 FOR WATERPROOFING REQUIREMENTS OF |
| | 15# FELT OR OTHER APPROVED WATERPROOFING. |
| | |
| | 15) R803.2.3.1 SHEATHING FASTENINGS. WOOD STRUCTURAL |
| | PANEL SHEATHING SHALL BE FASTENED TO ROOF FRAMING WITH |
| | 8D RING-SHANK NAILS AT 6 INCHES ON CENTER AT EDGES AND |
| | 6 INCHES ON CENTER AT INTERMEDIATE FRAMING. PLEASE |
| | CLARIFY THE ROOF SHEATHING FASTENING NOTES ON THE WALL |
| | SECTION. |
| | |
| | 16) ROOF UNDERLAYMENT IS REQUIRED TO BE FASTENED AT 6" |
| | ON CENTER AT THE EDGES AND TWO (2) ROWS AT 12" O.C. IN |
| | THE FIELD PER RAS 117. PLEASE REVISE NOTES ON THE WALL |
| | SECTION. |
| | |
| | 17) R905.2.2 SLOPE. ASPHALT SHINGLES SHALL ONLY BE USED |
| | ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS |
| | HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO |
| | UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) UP TO FOUR |
| | UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO |
| | LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226 TYPE I |
| | OR TYPE II, ASTM D 4869 TYPE I OR TYPE II OR ASTM D |
| | 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.2.7. |
| | SPECIFY TWO LAYERS OF UNDERLAYMENT ON THE PLANS. |
| | R905.2.7 |
| | |
| | 18) THE PLANS SPECIFY SIMPSON H10 CONNECTORS AT THE |
| | EXTERIOR WALL OF THE EXISTING STRUCTURE WHERE THE NEW |
| | RAFTERS ARE ATTACHED TO THE EXISTING ONES. AN H10-2 |
| | WILL BE REQUIRED AT THIS LOCATION WHERE THE RAFTERS ARE |
| | DOUBLED. PLEASE REVISE. R301.1 |
| | |
| | 19) TWO COPIES OF THE PRODUCT APPROVALS ARE REQUIRED. |
| | ONLY ONE COPY WAS SUBMITTED. FBC 106.1* CITY AMENDMENTS |
| | |
| | 20) SUBMIT TWO COPIES OF THE PRODUCT APPROVALS FOR THE |
| | STRUCTURAL WINDOW MULLIONS THAT WILL BE USED TO ATTACH |
| | THE TWO SINGLE HUNG WINDOWS. FAC RULE 9B-72 |
| | |
| | 21) GENERAL NOTE #4 ON THE ENCLOSED PATIO PLAN |
| | SPECIFIES IMPACT RATED WINDOWS. THE PRODUCT APPROVAL |
| | THAT WAS SUBMITTED IS FOR NON-IMPACT RATED WINDOWS AND |
| | REQUIRE STORM PANELS. PLEASE SUBMIT PRODUCT APPROVALS |
| | FOR STORM PANELS OR FOR IMPACT RATED WINDOWS. |
| | R301.2.1.2 |
| | |
| | 22) THE VALUE FOR THE ADDITION SPECIFIED ON THE PLANS |
| | IS TOO LOW. IT HAS BEEN INCREASED TO $12,673.00 BASED |
| | ON MARSHALL AND SWIFT BUILDING VALUATION DATA. |
| | ADDITIONAL PERMIT FEES ARE OWED. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | [email protected] |
