| Date |
Text |
| 2021-12-16 15:37:54 | 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 |
| | |
| | 1ST REVIEW |
| | |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | PROJECT INFORMATION: |
| | |
| | DESIGN TEAM: |
| | ARCHITECT OF RECORD (AOR) - THOMAS MELHORN, AIA |
| | ENGINEER OF RECORD (EOR) - LEONARD TYLKA, JR. PE |
| | |
| | MASTER PERMIT - 21080593 (HARDSCAPE-SITE DRAINAGE AND |
| | SITE WALLS) |
| | REFERENCE THE FOLLOWING PLAN PAGES: |
| | SITE PLAN - L-0,03 |
| | SITE DRAINAGE PLAN - L-2.00 |
| | SITE WALL DETAILS - L-7.01 |
| | |
| | 1. NEW SITE DRAINAGE PLAN, C-1, DESIGNED BY ANDRE M |
| | WEBSTER, PE, HAS BEEN SUBMITTED FOR REVIEW. |
| | 1A) AOR SHALL REVIEW AND APPROVE NEW SITE DRAINAGE |
| | PLAN. C-1. ANDRE M WEBSTER IS NOT PART OF THE ORIGINAL |
| | DESIGN TEAM AND IS CONSIDERED A SPECIALTY ENGINEER, |
| | UNLESS OTHERWISE STATED BY THE AOR. |
| | 1B) AOR SHALL STATE SITE DRAINAGE PLAN C-1 WILL REPLACE |
| | SITE DRAINAGE PLAN L-2.00, APPROVED UNDER PERMIT |
| | 21080593. |
| | |
| | 2. PLEASE ADVISE IF DESIGNER OF NEW SITE DRAINAGE PLAN, |
| | C-1, ANDRE M WEBSTER, PE WILL BE REPLACING THE EOR, |
| | LEONARD YYLKA, JR, PE AS THE PROJECT EOR. |
| | |
| | 3. INDICATE ON SITE DRAINAGE PLAN, C-1, THE |
| | INSTALLATION OF THE 4 INCH PERFORATED PVC PIPE ALONG |
| | THE INTERIOR OF THE TIMBER WALL. PLAN INDICATES THIS |
| | PIPE WILL BE CONNECTED TO PIPING TO PROPOSED |
| | EXFILTRATION TRENCH. |
| | |
| | 4. PROVIDE 3 TOPOGRAPHICAL SECTION VIEWS OF THE AREA |
| | BETWEEN THE PROPOSED TIMBER WALL AND THE EXISTING |
| | RESIDENTIAL STRUCTURE, INCLUDETHE EXISTING TOP OF GRADE |
| | (TOG) ELEVATIONS OF THE ADJACENT PROPERTY, |
| | THE TOP OF WALL (TOW) ELEVATIONS AND THE PROPOSED (TOG) |
| | ELEVATIONS OF THE OF THIS AREA. TOPOGRAPHICAL SECTION |
| | VIEWS SHALL BE FOR THE BEGINNING, MIDDLE AND END OF THE |
| | PROPOSED TIMBER WALL. |
| | |
| | 5. NOTE # 1, PLAN PAGE C-1 STATES "ELEVATIONS ALONG |
| | PROPERTY LINE WILL BE GRADED TO PREVENT WATER FROM |
| | ENTERING OF LEAVING THE SITE". DETAIL E/7.04 IN |
| | APPROVED PERMIT 21080593 INDICATES DRAINAGE PIPES SHALL |
| | EXTEND 1 FOOT BEYOND ASPHALT. PLEASE SUBMIT A REVISION |
| | TO DETAIL E, PLAN PAGE 7.04, |
| | |
| | 6. NOTE # 2, PLAN PAGE C-1. IF NOTE #1 APPLIES, |
| | IDENTIFY LOCATION OF SWALE WITHIN THE PROPERTY |
| | BOUNDRIES. |
| | |
| | 7. PROVIDE CONTOUR LINES PER LEGEND. _._._._. |
| | |
| | NOTE: STRUCTURAL DETAILS OF THE PROPSED TIMBER WALL ARE |
| | UNDER 21120296 RES REV TO MASTER PERMIT 21080593. |
| | |
| | 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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