Date |
Text |
2022-04-09 10:09:15 | 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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| 1ST REVIEW |
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| RESULTS: DENIED |
| ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
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| 1. SEE PLAN PAGES P1 AND P2 FOR ROOF DRAINAGE PLAN FOR |
| THE FLAT ROOFS. |
| PROVIDE CALCULATION TO DETERMINE SIZE AND LOCATION OF |
| 2ND FLOOR FLAT ROOF DRAINS. |
| PROPOSED DRAIN TO BE A ZURN MODEL #Z1786-6" SS DRAIN. |
| PROVIDE SPECIFICATIN SHEET FOR DRAIN. |
| 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| 107.2.5. |
| R903.4ROOF DRAINAGE. |
| UNLESS ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES, ROOF |
| DRAINS SHALL BE INSTALLED AT EACH LOW POINT OF THE |
| ROOF. |
| R903.4.1OVERFLOW DRAINS AND SCUPPERS. |
| R903.4.2ONE AND TWO-FAMILY DWELLINGS, AND PRIVATE |
| GARAGES. |
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| 2. SEE PLAN PAGES S10 & S11 FOR THE FOLLOWING: PROVIDE |
| THE WINDOW AND DOOR (W/D) TYPE FROM THE W/D SCHEDULE |
| NEXT TO EACH OPENING. |
| 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| 107.2.5. |
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| 3. IDENTIFY THE EXTERIOR WALL INSULATION TYPE AND R |
| VALUE ON THE PLANS. WALL INSULATION R VALUE FROM THE |
| ENERGY SUBMITTAL IS R-4.1. |
| 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| 107.2.5. |
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| 4. PROVIDE THE ICC-ES REPORT FOR THE PROPOSED 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. |
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| 5. FINISHED FLOOR ELEVATION. SEE PLAN PAGES SP1.0 AND |
| CO.1 FOR THE FOLLOWING: |
| NOTE ON PG SP1.0 STATES "1ST FLOOR TOP OF SLAB, EL. |
| VERIFY B.F.E". THIS PROPERTY IS NOT LOCATED IN A |
| SPECIAL FLOOD HAZARD AREA (SFHA). FEMA HAS NOT |
| ESTABLISHED A BASE FLOOD ELEVATION (B.F.E.). |
| REMOVE REFERENCE TO B.F.E. ON PG SP1.0. |
| FINISHED FLOOR ELEVATION IS STATED AS 11.75 NAVD ON PG |
| CO.1. |
| 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. |
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| 6. LANDSCAPE EDGING: SEE SITE DRAINAGE PLAN CO.1 AND |
| DETAILS 1/'CO.1 AND 2/CO.1 FOR THE FOLLOWING: |
| DESCRIPTION: CORTEN STRUCTURAL COMPONENTS ASTM A606-4 |
| WEATHERING STEEL, 11 GUAGE, 12" WIDE LANDSCAPE EDGING, |
| TO BE INSTALLED ALONG THE SOUTH AND WEST PROPERTY LINES |
| TO PREVENT CROSS-DRAINAGE WITH THE NEIGHBORS |
| PROPERTIES. |
| 6A) PROVIDE A COPY OF ASTM A606-4. |
| 6B) PROVIDE PRODUCT SPECIFICATIONS. |
| 6C) PROVIDE TOPO. ELEVATIONS: TOP OF GRADE (TOG) ALONG |
| INSIDE OF EDGING AND TOG ALONG ADJOINING PROPERTIES. |
| 6D) PROVIDE TOP OF EDGING (TOE) ELEVATIONS. |
| 6E) PROVIDE SOIL EMBEDMENT DETAIL OF EDGING WITH |
| DEMENSIONS. |
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| NOTICE: |
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| PROVISO FOR SITE WALLS WITH GATES SHOWN ON PLAN PAGE |
| SP-1.0. A SEPERATE PERMIT IS REQUIRED. |
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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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