| Date |
Text |
| 2022-02-17 16:39:17 | BUILDING PLAN REVIEW |
| | |
| | CHRISTOPHER S. THROOP, C.B.O., CFM |
| | PLANS EXAMINER II PX3169/SFP306 |
| | 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 |
| | NFPA 70 2017 EDITION NEC 2017 |
| | |
| | 2ND REVIEW |
| | |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | PLANS NEED TO SHOW NATURE, SCOPE AND LOLCATION OF |
| | PROPOSED WORK. |
| | |
| | 1. INSUFFICIENT INFORMATION TO PERFORM A REVIEW. |
| | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| | 107.2.5. |
| | |
| | 2. SURVEY INDICATES A CONCRETE SLAB. |
| | |
| | 3. STATE THE INTENDED USE OF THE STRUCTURE. IT APPEARS |
| | TO BE AN ADDITION TO AN EXISTING STRUCTURE. |
| | |
| | 4. PROVIDE EVIDENCE THAT THE PEREMITER OF THE EXISTING |
| | SLAB HAS REINFORCEMENT TO SUPPORT EXTERIOR WALLS. |
| | |
| | 5. PROVIDE THE FOLLOWING DOCUMENTS: |
| | |
| | EVERY STRUCTURE SUBJECT TO WIND LOADS SHALL BE DESIGNED |
| | PER FBC RES CHPT 3 SECTION R301 OR ASCE 7 |
| | 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). |
| | |
| | 1. 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. |
| | |
| | 2. PROVIDE THE FOLLOWING BUILDING PLANS |
| | |
| | 2A) PROVIDE A FOUNDATION PLAN: FOOTINGS/SLAB ON |
| | GRADE/REINFORCING/TIE DOWNS. |
| | 2B) PROVIDE PLANS WITH REQUIRED DIMENSIONS |
| | 2C) PROVIDE A FLOOR PLAN WITH FLOOR TO FOUNDATION |
| | CONNECTION DETAIL |
| | 2D) PROVIDE A WALL PLAN WITH WALL TO FLOOR CONNECTION |
| | DETAIL |
| | 2E) PROVIDE A ROOF FRAMING PLAN WITH ROOF TO WALL |
| | CONNECTION DETAIL |
| | 2F) PROVIDE A WINDOW AND/OR DOOR SCHEDULE WITH ROUGH |
| | OPENINGS AND DESIGN WIND LOADS IF APPLICABLE. |
| | 2G) PROVIDE PRODUCT APPROVALS FOR ALL ROOFING, WINDOWS, |
| | DOORS AND TIE DOWNS. >720 SQ. FT. SEE R301.2.1.2 |
| | R301.2.1.2 PROTECTION OF OPENINGS. |
| | STRUCTURES THAT ARE NOT DESIGNED FOR HUMAN HABITATION |
| | AND THAT HAVE A FLOOR AREA OF 720 SQUARE FEET (67 M2) |
| | OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY |
| | WIND-BORNE DEBRIS IMPACT STANDARD OF THIS CODE |
| | 2H) ELECTRICAL ? PROVIDE AN ELECTRICAL PLAN. ELECTRIC |
| | SUB-PERMIT REQUIRED. |
| | |
| | 3. DESINER/CONTRACTOR/OWNER/BUILDER SHALL PRINT THEIR |
| | NAME AND SIGN EACH PLAN SHEET. |
| | FBC 107.2.1 ALL INFORMATION, DRAWINGS, SPECIFICATIONS |
| | AND ACCOMPANYING DATA SHALL BEAR THE NAME AND SIGNATURE |
| | OF THE PERSON RESPONSIBLE FOR THE DESIGN. (SEE ALSO |
| | SECTION 107.3.5), CHPT. 471, F.S. & 61G15 AND CHPT. |
| | 481, F.S. & 61G1. |
| | |
| | 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. |
| | |
