| Date |
Text |
| 2022-04-02 12:14:10 | 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 |
| | |
| | 1ST REVIEW |
| | |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | NOTICE: VALUE HAS BEEN INCREASED TO $302,799, PER THE |
| | ICC BUILDING VALUATION DATA. |
| | |
| | 1. THE SOILS REPORT SUBMITTED FOR REVIEW IS FROM THE |
| | 1-STORY STRUCTURE UNDER PERMIT 21030578. |
| | PROVIDE A SOILS REPORT FOR THE PROPOSED 3-STORY |
| | STRUCTURE. |
| | 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. |
| | |
| | 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. |
| | 2A) IDENTIFY THE LOCATION OF THE UNDERGROUND DRAIN |
| | PIPES. |
| | 2B) PROVIDE DETAIL OF TERMINAL DEVICES AT SIDEWALK. |
| | |
| | 3.PROVIDE ROOF DRAINAGE PLAN. PROVIDE NUMBER AND |
| | LOCATION OF DRAINS AND SCUPPERS BASED ON THE ROOF AREA |
| | TO BE DRAINED. |
| | R903.4ROOF DRAINAGE. |
| | UNLESS ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES, ROOF |
| | DRAINS SHALL BE INSTALLED AT EACH LOW POINT OF THE |
| | ROOF. WHERE REQUIRED FOR ROOF DRAINAGE, SCUPPERS SHALL |
| | BE PLACED LEVEL WITH THE ROOF SURFACE IN A WALL OR |
| | PARAPET. THE SCUPPER SHALL BE LOCATED AS DETERMINED BY |
| | THE ROOF SLOPE AND CONTRIBUTING ROOF AREA. |
| | R903.4.1OVERFLOW DRAINS AND SCUPPERS. |
| | WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT |
| | PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR |
| | PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4 |
| | INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND |
| | SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED |
| | VERTICAL LEADERS OR DOWN-SPOUTS OR WALL AND PARAPET |
| | SCUPPERS. AN OVERFLOW SCUPPER SHALL BE SIZED IN |
| | ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING. |
| | OVERFLOW DRAINS SHALL DISCHARGE TO AN APPROVED LOCATION |
| | AND SHALL NOT BE CONNECTED TO ROOF DRAIN LINES. |
| | |
| | 4.GUTTERS |
| | R903.4.2ONE AND TWO-FAMILY DWELLINGS, AND PRIVATE |
| | GARAGES. |
| | WHEN GUTTERS AND LEADERS ARE PLACED ON THE OUTSIDE OF |
| | BUILDINGS, THE GUTTERS AND LEADERS SHALL BE CONSTRUCTED |
| | OF METAL OR APPROVED PLASTIC FOR OUTDOOR EXPOSURE WITH |
| | LAPPED, SOLDERED OR CAULKED JOINTS AND SHALL BE |
| | SECURELY FASTENED TO THE BUILDING WITH A CORROSION |
| | RESISTANT FASTENING DEVICE OF SIMILAR OR COMPATIBLE |
| | MATERIAL TO THE GUTTERS AND DOWNSPOUTS. |
| | |
| | 5. THE HIGH ROOF FRAMING PLAN APPEARS TO BE A COPY OF |
| | THE 2ND AND 3RD FLOOR FRAMING PLANS. |
| | IDENTIFY ROOFTOP ACCESS. |
| | PROVIDE PRODUCT APPROVAL OR UL REPORT FOR ACCESS HATCH. |
| | (BILCO) |
| | PROVIDE DETAIL OF GUARDRAIL ATTACHMENT. |
| | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| | 107.2.5. |
| | |
| | 6. PRODUCT APPROVAL FL251-R32 HAS EXPIRED. |
| | PROVIDE A COPY OF THE CURRENT FLORIDA PRODUCT APPROVAL |
| | OR MIAMI-DADE NOA, APPROVED UNDER THE 2020 FBC, FOR THE |
| | PROPOSED EXT. FIBERGLASS DOOR. |
| | 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. |
| | |
| | 7. ONLY THE EVALUATION REPORT WAS SUBMITTED FOR REVIEW |
| | FOR THE EXTERIOR SWINGING DOOR. |
| | PROVIDE THE FL PRODUCT APPROVAL COVER SHEETS FOR THE |
| | PROPOSED EXT. DOOR. |
| | THE COVER SHEET PROVIDES THE APPROVAL NUMBER, CODE |
| | VERSION, AND STATUS, FBC R 301. |
| | FL PRODUCT APPROVALS SHALL INCLUDE THE COVER SHEETS, |
| | EVALUATION REPORT AND INSTALLATIONS INSTRUCTIONS. |
| | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| | 107.2.5. |
| | |
| | 8. PROVIDE PRODUCT APPROVALS FOR THE PROPOSED WINDOWS. |
| | PROVIDE A COPY OF THE CURRENT FLORIDA PRODUCT APPROVAL |
| | OR MIAMI-DADE NOA, APPROVED UNDER THE 2020 FBC, FOR THE |
| | PROPOSED EXT. FIBERGLASS DOOR. |
| | 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. IDENTIFY CEILING AND WALL INSULATION TYPE AND R |
| | VALUE ON PLANS. |
| | R402.1 GENERAL (PRESCRIPTIVE). |
| | THE BUILDING THERMAL ENVELOPE SHALL MEET THE |
| | REQUIREMENTS OF SECTIONS R402.1.1 THROUGH R402.1.4. |
| | |
| | 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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