Date |
Text |
2022-05-03 11:35:10 | PLAN REVIEW BUILDING |
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| 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] |
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| 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 |
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| 2ND REVIEW |
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| 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. |
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| 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. |
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| 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. |
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| 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. |
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| 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. |
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| 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. |
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| 7.PROVIDE THE DESIGN PRESSURES FOR NEW ROOFING PER |
| FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES |
| R301.2.1.1WIND DESIGN REQUIRED. |
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| 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. |
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| PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED |
| MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. |
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| WHEN RESUBMITING, IT IS HELPFUL TO PROVIDE A RESPONSE |
| LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY |
| RE-SUBMITTAL FORM. |
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