| Date |
Text |
| 2021-08-30 15:10:25 | BUILDING PLAN REVIEW |
| | |
| | CHRISTOPHER S. THROOP, C.B.O., CFM |
| | PLANS EXAMINER II PX3169/RPX306 |
| | 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. PROVIDE BUILDING DESIGN PARAMETERS: |
| | |
| | PROJECT DATA/DESIGN PARAMETERS |
| | 1&2 FAMILY |
| | |
| | |
| | 1. PROVIDE PROJECT DATA / DESIGN PARAMETERS: |
| | (AS APPLICABLE) |
| | |
| | PROJECT DATA: 1&2 FAMILY DWELLING UNIT |
| | |
| | SITE PLAN/SURVEY |
| | DRAINAGE PLAN: (IF APPLICABLE) |
| | SCOPE OF WORK: |
| | PROPERTY INFO: |
| | PCN #: |
| | FLOOD ZONE: (IF APPLICABLE) |
| | FINISHED FLOOR ELEVATION: (IF APPLICABLE) |
| | |
| | GOVERNING CODES: (AS APPLICABLE) |
| | |
| | 2017 FLORIDA BUILDING CODE 6TH EDITION |
| | 2017 FBC RESIDENTIAL BUILDING CODE ? |
| | MECHANICAL/ELECTRICAL/PLUMBING/FUEL GAS |
| | 2017 FBC EXISTING BUILDING CODE |
| | 2014 NEC |
| | |
| | DESIGN PARAMETERS: |
| | |
| | SITE SPECIFIC DESIGN WIND LOADS PER ASCE 7-10 |
| | (VULT 170MPH 3 SEC GUST / VASD 132MPH) |
| | EXPOSURE CLASSIFICATION ? C |
| | RISK CATEGORY ? 2 |
| | STRUCTURE - ENCLOSED / OPEN |
| | MRH ? |
| | BUILDING CLASSIFICATION ? VB |
| | OCCUPANCY CLASSIFICATION ? R3 SFR |
| | |
| | CLASSIFICATION OF WORK: ALTERATION LEVEL III |
| | |
| | 2. PROVIDE DESIGN PRESSURES FOR WINOWS/DOORS/ROOFS |
| | |
| | WINDOWS AND DOORS ? ZONE 4 INT. / ZONE 5 CORNER |
| | (POSITVE/NEGATIVE) |
| | |
| | FBC 107.3.5.3 ? PROVIDE WIND DESIGN LOADS/DESIGN |
| | PRESSURES PURSUANT TO FBC-R301.2. |
| | |
| | R301.2.1 WIND DESIGN CRITERIA. |
| | BUILDINGS AND PORTIONS THEREOF SHALL BE CONSTRUCTED IN |
| | ACCORDANCE WITH THE WIND PROVISIONS OF THIS CODE USING |
| | THE BASIC WIND SPEED IN TABLE R301.2(1) AS DETERMINED |
| | FROM FIGURE R301.2(4). |
| | |
| | 3. PROVIDE ADDITIONAL SQUARE FOOTAGE UNDER AIR. |
| | CANNOT ESTIMATED VALUE. |
| | ADD DEMENSIONS TO GROUND FLOOR FRAMING PLAN. |
| | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| | 107.2.5. |
| | |
| | 4. PROVIDE A SURVEY AND SITE DRAINAGE PLAN. |
| | PROVIDE A SITE PLAN/DRAINAGE PLAN/SURVEY |
| | 107.2.5 SITE PLAN. THE CONSTRUCTION DOCUMENTS SUBMITTED |
| | WITH THE APPLICATION FOR PERMIT SHALL BE ACCOMPANIED BY |
| | A SITE PLAN SHOWING TO SCALE THE SIZE AND LOCATION OF |
| | NEW CONSTRUCTION AND EXISTING STRUCTURES ON THE SITE, |
| | DISTANCES FROM LOT LINES, THE ESTABLISHED STREET GRADES |
| | AND THE PROPOSED FINISHED GRADES, DEPICTING THE |
| | PROPOSED LOT DRAINAGE AND, AS APPLICABLE, FLOOD HAZARD |
| | AREAS, FLOODWAYS, AND DESIGN FLOOD ELEVATIONS; AND IT |
| | SHALL BE DRAWN IN ACCORDANCE WITH AN ACCURATE AND |
| | INCLUDED BOUNDARY LINE SURVEY. |
| | FBC R401.3 SITE DRAINAGE |
| | PROVIDE A SITE DRAINAGE PLAN SHOWING COMPLIANCE WITH |
| | FBC R401.3 DRAINAGE |
| | |
| | 5. PROVIDE THE FINISHED FLOOR ELEVATION. |
| | 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. |
| | |
| | FINISHED FLOOR ELEVATIONS SHALL BE PLACED ON FOUNDATION |
| | PLAN AND/OR FLOOR PLAN. |
| | |
| | 6. PROVIDE PRODUCT APPROVALS FOR ALL WINDOWS AND EXT |
| | DOORS. |
| | 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 CONNECTOR SCHEDULE FOR SILL PLATE TO FLOOR |
| | JOIST AND CEILING JOIST TO STRUCTURE. |
| | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| | 107.2.5. |
| | |
| | 8. ROOF FRAMING |
| | |
| | 1.PROVIDE DESIGN PRESSURES PER FIGURE R301.2(7) |
| | COMPONENT AND CLADDING PRESSURE ZONES |
| | R301.2.1.1WIND DESIGN REQUIRED. |
| | |
| | 2.PROVIDE ROOF SHEATHING FASTENER SCHEDULE |
| | 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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