| Date |
Text |
| 2021-09-10 14:37:11 | PLAN REVIEW BUILDING |
| | |
| | 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 |
| | 2017 NEC |
| | |
| | 1ST REVIEW |
| | |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | |
| | 1. PROVIDE A SITE PLAN W/BOUNDRY LINE SURVEY |
| | 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 A SITE DRAINAGE PLAN SHOWING COMPLIANCE WITH |
| | FBC R401.3 DRAINAGE. |
| | IT SHALL BE DRAWN IN ACCORDANCE WITH AN ACCURATE AND |
| | INCLUDED BOUNDARY LINE SURVEY. |
| | FBC R401.3 SITE DRAINAGE |
| | |
| | 3.PROVIDE ROOF DESIGN PRESSURES ZONES 1, 2 & 3 |
| | TABLE R301.2(2) |
| | COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN |
| | ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) |
| | (PSF)A, B, C, D, E, F |
| | TABLE R301.2(3) |
| | HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE |
| | R301.2(2) |
| | FIGURE R301.2(7) |
| | COMPONENT AND CLADDING PRESSURE ZONES |
| | |
| | 4.PROVIDE ROOF SHEATHING FASTENER SCHEDULE |
| | R803.2.3.1SHEATHING FASTENINGS. |
| | WOOD STRUCTURAL PANEL SHEATHING SHALL BE FASTENED TO |
| | ROOF FRAMING IN ACCORDANCE WITH TABLE R803.2.3.1. WHERE |
| | THE SHEATHING THICKNESS IS 15/32 INCHES AND LESS, |
| | SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-01 |
| | (23/8" ? 0.113") NAILS. WHERE THE SHEATHING THICKNESS |
| | IS GREATER THAN 15/32 INCHES, SHEATHING SHALL BE |
| | FASTENED WITH ASTM F1667 RSRS-03 (21/2" ? 0.131") NAILS |
| | OR ASTM F1667 RSRS-04 (3" ? 0.120") NAILS. RSRS-01, |
| | RSRS-03 AND RSRS-04 ARE RING SHANK NAILS MEETING THE |
| | SPECIFICATIONS IN ASTM F1667. |
| | |
| | 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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