| Date |
Text |
| 2022-05-10 14:40:32 | 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 |
| | |
| | NOTICE: PROVISO ON PLAN PAGE A-100: A SEPERATE PERMIT |
| | IS REQUIRED FOR THE PERGOLA. CT |
| | |
| | 1. PROVIDE A COVER SHEET. INCLUDE BUILDING DATA AND |
| | DESIGN CRITERIA. |
| | PROVIDE PROJECT DATA/DESIGN PARAMETERS: |
| | |
| | PROJECT DATA: 1&2 FAMILY DWELLING UNIT |
| | OCCUPANCY CLASSIFICATION R3 SFR |
| | SCOPE OF WORK |
| | |
| | DESIGN PARAMETERS: 2020 FBC EXISTING BUILDING |
| | 2020 FBC RESIDENTIAL |
| | 2017 NEC |
| | |
| | CLASSIFICATION OF WORK: |
| | BUILDING CLASSIFICATION: VB |
| | EXPOSURE CLASSIFICATION: |
| | RISK CATEGORY: |
| | |
| | MEAN ROOF HEIGHT: STATE MRH ON ELEVATION PLAN PAGE. |
| | |
| | EXISTING UNDER AIR: /SF |
| | EXISTING COVERED: /SF |
| | NEW UNDER AIR: /SF |
| | NEW COVERED: /SF |
| | |
| | TOTALS: UNDER AIR /SF |
| | COVERED /SF |
| | |
| | SITE SPECIFIC DESIGN WIND LOADS PER: |
| | FBC RESIDENTIAL CHPT. 3 |
| | 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). |
| | |
| | -OR- |
| | |
| | ASCE 7-16 (VULT 170MPH 3 SEC GUST / VASD 132MPH) |
| | |
| | |
| | DESIGN WIND PRESSURES: |
| | WINDOWS AND DOORS ? ZONE 4 INT. / ZONE 5 CORNER |
| | (POSITVE/NEGATIVE) |
| | ROOF ? ZONE 1 (FIELD), ZONE 2 (EDGE), ZONE 3 (CORNERS) |
| | 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). |
| | |
| | 2. THE PLAN SHEET LABLED SITE PLAN IS A COPY OF THE |
| | LANDSCAPE PLAN L2.0. |
| | PROVIDE A SITE PLAN W/BOUNDRY LINE SURVEY. IDENTIFY |
| | LOCATION OF WORK. |
| | 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,... AND IT SHALL BE DRAWN IN ACCORDANCE WITH AN |
| | ACCURATE AND INCLUDED BOUNDRY LINE SURVEY. |
| | |
| | 3. PROVIDE A SITE DRAINAGE PLAN WITH A BOUNDARY LINE |
| | SURVEY 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. |
| | |
| | 4. PROVIDE A SOILS REPORT. |
| | R401.4 SOIL TESTS. |
| | WHERE QUANTIFIABLE DATA CREATED BY ACCEPTED SOIL |
| | SCIENCE METHODOLOGIES INDICATE EXPANSIVE, COMPRESSIBLE, |
| | SHIFTING OR OTHER QUESTIONABLE SOIL CHARACTERISTICS ARE |
| | LIKELY TO BE PRESENT, THE BUILDING OFFICIAL SHALL |
| | DETERMINE WHETHER TO REQUIRE A SOIL TEST TO DETERMINE |
| | THE SOILS CHARACTERISTICS AT A PARTICULAR LOCATION. |
| | THIS TEST SHALL BE DONE BY AN APPROVED AGENCY USING AN |
| | APPROVED METHOD. |
| | |
| | 5. 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. |
| | |
| | 6. PROVIDE AN ENERGY SUBMITTAL RESIDENTIAL (RE) |
| | R401.2COMPLIANCE. |
| | PROJECTS SHALL COMPLY WITH ONE OF THE FOLLOWING: |
| | 1. 1.SECTIONS R401 THROUGH R404. |
| | 2. 2.SECTION R405 AND THE PROVISIONS OF SECTIONS R401 |
| | THROUGH R404 LABELED MANDATORY. |
| | |
| | 7. PLACE THE CEILING AND WALL INSULATION R VALUE ON THE |
| | PLANS. |
| | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| | 107.2.5. |
| | |
| | 7. PROVIDE CIVIL DRAWINGS. |
| | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| | 107.2.5. |
| | |
| | 8. PROVIDE A COPY OF THE CURRENT FLORIDA PRODUCT |
| | APPROVAL OR MIAMI-DADE NOA, APPROVED UNDER THE 2020 |
| | FBC, FOR THE PROPOSED 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. |
| | |
| | 9. PROVIDE THE ICC-ES REPORT FOR THE ICYNENE SPRAY FOAM |
| | INSULATION. |
| | 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. |
| | |
| | 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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