| Date |
Text |
| 2022-05-03 11:35:10 | 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 |
| | |
| | 2ND REVIEW |
| | |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1.PROVIDE A COPY OF THE MOST RECENT BOUNDARY LINE |
| | SURVEY. |
| | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| | 107.2.5. |
| | NOTE: THE COPY OF THE SURVEY USED FOR THE SITE PLAN IS |
| | INCOMPLETE. SUBMIT THE SURVEY SEPERATELY. |
| | |
| | 2. PROVIDE A SITE DRAINAGE PLAN PER FBC R401.3 |
| | 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. NOA FOR SH WINDOWS IS MISSING PAGE 1. FL17184-R3 HAS |
| | EXPIRED. |
| | PROVIDE A COPY OF THE CURRENT FLORIDA PRODUCT APPROVAL |
| | OR MIAMI-DADE NOA, APPROVED UNDER THE 2020 FBC, FOR THE |
| | PROPOSED DEVICES TO BE INSTALLED. |
| | 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. |
| | |
| | 4. PLACE THE DESIGN PRESSURE AND ROUGH OPENING OF EACH |
| | WINDOW AND DOOR ON PLAN NEXT TO OPENING. |
| | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| | 107.2.5. |
| | |
| | REF. SLAB, BEAM & COLUMN PLAN FOR THE FOLLOWING: |
| | 5. NOTE ON PLAN STATES THE FOUNDATION WILL BE A 24X16 |
| | CONCRETE STEM WALL FOOTING. |
| | 5A) PROVIDE A STRUCTURAL DETAIL OF |
| | FOUNDATION/SLAB/ELEVATED FLOOR. |
| | 5B) PROVIDE A SECTION VIEW OF THE EXTERIOR WALL FROM |
| | FOUNDATION TO ROOF. |
| | |
| | 6. PROVIDE A STRUCTURAL DETAIL OF NEW OPENINGS IN |
| | EXISTING CMU WALLS. (DOOR/WINDOWS) |
| | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| | 107.2.5. |
| | |
| | 7.PROVIDE THE DESIGN PRESSURES FOR NEW ROOFING PER |
| | FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES |
| | R301.2.1.1WIND DESIGN REQUIRED. |
| | |
| | 8.PROVIDE A ROOF SHEATHING FASTENER SCHEDULE PER |
| | CALCULATED DESIGN PRESSURES. |
| | TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING |
| | SCHEDULE FOR WOOD STRUCTURAL PANELS. |
| | |
| | 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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