| Date |
Text |
| 2022-03-08 09:23:08 | ROOFING PLAN REVIEW |
| | |
| | CHRISTOPHER S. THROOP, C.B.O., CFM |
| | PLANS EXAMINER II PX3169/SFP306 |
| | INSPECTOR BN4338 |
| | BUILDING OFFICIAL BU1635 |
| | ASFPM CERTIFIED FLOODPLAIN MANAGER US-21-11935 |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | CITY OF WEST PALM BEACH |
| | (561) 805-6726 |
| | [email protected] |
| | |
| | CODES IN EFFECT: |
| | 2020 FLORIDA BUILDING CODE, 7TH EDITION W/2017 WEST |
| | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| | CHAPTER 1 ADMINISTRATION |
| | 2017 NEC |
| | |
| | 1ST REVIEW |
| | |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1. ROOFING PERMIT REQUIRED. |
| | PERMITS - 105.1 REQUIRED. |
| | |
| | 2.PROVIDE DESIGN PRESSURES FOR NEW ROOFING PER FIGURE |
| | R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES |
| | R301.2.1.1WIND DESIGN REQUIRED. |
| | |
| | 3.PROVIDE ROOF SHEATHING FASTENER SCHEDULE PER DESIGN |
| | PRESSURES. |
| | TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING |
| | SCHEDULE FOR WOOD STRUCTURAL PANELS. |
| | |
| | 4. PROVIDE ROOF TO WALL RETROFIT PER FBC EXISTING CHPT |
| | 7. (STRUCTURE BUILT BEFORE 1991 WITH A VALUE EXCEEDING |
| | $300,000) |
| | 706.8.1ROOF-TO-WALL CONNECTIONS FOR STRUCTURES WITH |
| | WOOD ROOF DECKS. |
| | |
| | 5.PROVIDE A ROOF DRAINAGE PLAN. |
| | R903.4ROOF DRAINAGE. |
| | UNLESS ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES, ROOF |
| | DRAINS SHALL BE INSTALLED AT EACH LOW POINT OF THE |
| | ROOF. WHERE REQUIRED FOR ROOF DRAINAGE, SCUPPERS SHALL |
| | BE PLACED LEVEL WITH THE ROOF SURFACE IN A WALL OR |
| | PARAPET. THE SCUPPER SHALL BE LOCATED AS DETERMINED BY |
| | THE ROOF SLOPE AND CONTRIBUTING ROOF AREA. |
| | R903.4.1OVERFLOW DRAINS AND SCUPPERS. |
| | |
| | 6.GUTTERS |
| | R903.4.2ONE AND TWO-FAMILY DWELLINGS, AND PRIVATE |
| | GARAGES. |
| | WHEN GUTTERS AND LEADERS ARE PLACED ON THE OUTSIDE OF |
| | BUILDINGS, THE GUTTERS AND LEADERS SHALL BE CONSTRUCTED |
| | OF METAL OR APPROVED PLASTIC FOR OUTDOOR EXPOSURE WITH |
| | LAPPED, SOLDERED OR CAULKED JOINTS AND SHALL BE |
| | SECURELY FASTENED TO THE BUILDING WITH A CORROSION |
| | RESISTANT FASTENING DEVICE OF SIMILAR OR COMPATIBLE |
| | MATERIAL TO THE GUTTERS AND DOWNSPOUTS. |
| | |
| | 7.PER NOA 16-0628.05, LIMITATIONS NOTE #7, PROVIDE |
| | ENHANCED FASTENER CALCULATIONS BY A QUALIFIED DESIGN |
| | PROFESSIONAL. |
| | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| | 107.2.5. |
| | |
| | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED |
| | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. |
| | |
| | WHEN RESUBMITING, IT IS HELPFUL TO PROVIDE A RESPONSE |
| | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY |
| | RE-SUBMITTAL FORM. |
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