| Date |
Text |
| 2022-06-24 15:12:10 | PLAN REVIEW BUILDING |
| | |
| | CHRISTOPHER S. THROOP, C.B.O., CFM |
| | PLANS EXAMINER II PX3169/SFP306 |
| | BU1635 BN4338 |
| | ASFPM CFM US-21-11935 |
| | 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 |
| | NFPA 70 2017 EDITION NEC 2017 |
| | |
| | 1ST REVIEW |
| | |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1.PROVIDE A COPY OF THE MOST RECENT BOUNDY LINE SURVEY. |
| | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| | 107.2.5. |
| | |
| | 2.PROVIDE A SITE DRAINAGE PLAN SHOWING COMPLIANCE WITH |
| | FBC R401.3 DRAINAGE. |
| | IT SHALL BE DRAWN IN ACCORDANCE WITH AN ACCURATE AND |
| | INCLUDED BOUNDARY LINE SURVEY. |
| | FBC R401.3 SITE DRAINAGE |
| | SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER |
| | CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT |
| | DOES NOT CREATE A HAZARD. |
| | LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM |
| | FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 |
| | INCHES WITHIN THE FIRST 10 FEET. |
| | |
| | 3.PROVIDE THE FINISH FLOOR ELEVATION NON-FLOOD ZONE |
| | R403.1.7.3 FOUNDATION ELEVATION. |
| | ON GRADED SITES, THE TOP OF ANY EXTERIOR FOUNDATION |
| | SHALL EXTEND ABOVE THE ELEVATION OF THE STREET GUTTER |
| | AT POINT OF DISCHARGE OR THE INLET OF AN APPROVED |
| | DRAINAGE DEVICE A MINIMUM OF 12 INCHES (305 MM) PLUS 2 |
| | PERCENT. ALTERNATE ELEVATIONS ARE PERMITTED SUBJECT TO |
| | THE APPROVAL OF THE BUILDING OFFICIAL, PROVIDED IT CAN |
| | BE DEMONSTRATED THAT REQUIRED DRAINAGE TO THE POINT OF |
| | DISCHARGE AND AWAY FROM THE STRUCTURE IS PROVIDED AT |
| | ALL LOCATIONS ON THE SITE. |
| | |
| | 4. BUILDING DATA ON PAGE A-2 IS INCORRECT. STRUCTURE IS |
| | 1000SF. |
| | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| | 107.2.5. |
| | |
| | 5. PLEASE PROVIDE WINDOW AND/OR DOOR SCHEDULES WITH THE |
| | FOLLOWING INFORMATION: |
| | 5A. LOCATION REFERENCE TO OPENING NUMBER ON PLAN. |
| | 5B. DEVICE TYPE WINDOW/DOOR/SHUTTER |
| | 5C. ROUGH OPENING WXH (AREA SF) |
| | 5D. DESIGN PRESSURES TABLE R301.1.(2) OR ASCE 7-16 |
| | 5E. NOA OR FL NUMBER |
| | 5F. MAX DESIGN PRESSURE FROM NOA OR FL |
| | 5G.IDENTIFY EGRESS OPENINGS |
| | |
| | 6.PROVIDE THE FL PRODUCT APPROVALS FOR THE PROPOSED |
| | WINDOWS AND DOORS. |
| | FL PRODUCT APPROVALS SHALL INCLUDE THE COVER SHEETS, |
| | EVALUATION REPORT AND INSTALLATIONS INSTRUCTIONS. |
| | FBC 107.3.4 PROVIDE PRODUCT APPROVALS FOR THOSE |
| | PRODUCTS WHICH ARE REGULATED BY FAC RULE 9N-3 REVIEWED |
| | AND APPROVED IN WRITING BY THE DESIGNER OF RECORD. |
| | |
| | 7. PROVIDE A ROOF FRAMING PLAN. |
| | |
| | 1.PROVIDE THE DESIGN PRESSURES FOR NEW ROOFING PER |
| | FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES |
| | R301.2.1.1WIND DESIGN REQUIRED. |
| | |
| | 2.PROVIDE A ROOF SHEATHING FASTENER SCHEDULE PER |
| | CALCULATED DESIGN PRESSURES. |
| | TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING |
| | SCHEDULE FOR WOOD STRUCTURAL PANELS. |
| | |
| | 8. PROVIDE DETAILS FOR ROOFTOP GUARDRAIL. |
| | 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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