| Date |
Text |
| 2021-04-02 09:55:21 | PLAN REVIEW BUILDING |
| | |
| | CHRISTOPHER S. THROOP, C.B.O. |
| | PLANS EXAMINER PX3169 1&2 FAMILY - SFP306 |
| | INSPECTOR BN4338 |
| | BUILDING OFFICIAL BU1635 |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | E-MAIL: [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 |
| | |
| | NOTICE: TOO MUCH CONFLICTING INFORMATION TO PERFORM |
| | COMPREHENSIVE BLDG. REVIEW. |
| | |
| | REF. PLAN PAGE S1-1 FOR THE FOLLOWING: |
| | |
| | 1. APPLICATION STATES 800 SF ACCESS. STRUCTURE. DESIGN |
| | INFORMATION APPEARS TO BE PROPERTY INFORMATION FOR |
| | EXISTING SFR. PROVIDE DESIGN PARAMETERS FOR NEW 2 STORY |
| | ACCESSORY STRUCTURE. |
| | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| | 107.2.5. |
| | |
| | 2. ALL PLANS (FLOOR PLAN, SECTION VIEW AND ELEVATIONS) |
| | SHALL BE DEMENSIONED. CANNOT VERIFY SF OF ACCESS. |
| | STRUCTURE. |
| | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| | 107.2.5. |
| | |
| | 3. SOW IS CONSTRUCTION OF A RESIDENTIAL ACCESSORY |
| | STRUCTURE: NEW TYPE: 328 - STORAGE/GARAGE/SHED. THIS IS |
| | NOT AN ADDITION. THE 2020 FBC EXISTING BLDG. DOES NOT |
| | APPLY. |
| | GOVERNING CODES ARE: |
| | 2020 FLORIDA BUILDING CODE, 7TH EDITION W/2017 WEST |
| | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| | CHAPTER 1 ADMINISTRATION |
| | 2017 NEC |
| | |
| | 4. PROVIDE 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. |
| | |
| | REF. PLAN PAGE S1-2 FOR THE FOLLOWING: |
| | |
| | 5. 2 STORY WALL SECTION INDICATES THE FOOTING AND 8 |
| | INCH CMU WALLS ARE EXISTING. THIS IS A NEW STRUCTURE. |
| | 5A) PROVIDE A FOUNDATION PLAN |
| | 5B) PROVIDE EXT. WALL SECTION DETAIL. |
| | 5C) PROVIDE ROOF FRAMING PLAN WITH DESIGN CRITERIA. |
| | |
| | GENERAL COMMENTS: |
| | |
| | 6. PROVIDE A SITE PLAN. |
| | 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 BOUNDARY LINE SURVEY. |
| | |
| | 7. PROVIDE A SITE DRAINAGE PLAN. |
| | FBC R401.3 SITE DRAINAGE |
| | PROVIDE A SITE DRAINAGE PLAN SHOWING COMPLIANCE WITH |
| | FBC R401.3 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. |
| | |
| | 8. PROVIDE AN ENERGY SUBMITTAL. |
| | FBCE-101.5.1.1.2 SIMULATED PERFORMANCE ALTERNATIVE. |
| | AN ACCURATELY COMPLETED RESIDENTIAL BUILDING FORM R405 |
| | (GENERATED BY COMMISSION APPROVED SOFTWARE) SHALL BE |
| | SUBMITTED TO THE BUILDING OFFICIAL TO DEMONSTRATE CODE |
| | COMPLIANCE BY SECTION 405. |
| | |
| | 9. A SOILS REPORT MAY BE REQUIRED. |
| | 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 SOIL?S CHARACTERISTICS AT A PARTICULAR LOCATION. |
| | THIS TEST SHALL BE DONE BY AN APPROVED AGENCY USING AN |
| | APPROVED METHOD. |
| | |
| | 10. PROVIDE PRODUCT APPROVALS FOR WINDOWS AND 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. |
| | SPECIFICALLY, PROVIDE WINDOW AND DOOR SUBMITTALS. |
| | |
| | 11. VALUE CANNOT BE DETERMINED AT THIS TIME. RE-SUBMIT |
| | WITH BUILDING DESIGN PARAMETERS. |
| | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| | 107.2.5. |
| | |
| | NOTICE: A SEPERATE ROOFING PERMIT SHALL BE REQUIRED. |
| | |
| | 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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