| Date |
Text |
| 2021-04-07 08:43:12 | 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 #1: VALUE HAS BEEN ADJUSTED FROM $40,000.00 TO |
| | $57,676.00 BASED ON THE ICC BUILDING VALUATION DATA. |
| | NOTICE #2: UPON RE-SUBMITTAL, PROVIDE THE CORRECT |
| | ADDRESS ON ALL PLANS AND SPECIFICATIONS. CORRECT |
| | ADDRESS IS 322 N LAKESIDE CT. |
| | |
| | 1. 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. |
| | |
| | 2. 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. |
| | |
| | 3. SOILS REPORT SUBMITTED FOR REVIEW IS FOR A 3-STORY |
| | STRUCTURE. PROVIDE CORRECTED SOILS REPORT WITH CORRECT |
| | ADDRESS. |
| | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| | 107.2.5. |
| | |
| | 4. PROVIDE PRODUCT APPROVALS FOR PROPOSED 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. |
| | |
| | 5. PROVIDE ROOF SHEATHING FASTENER SCHEDULE BASED ON |
| | FIGURE R301.2(7) AND TABLE R301.2.(2). |
| | 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 |
| | |
| | 6. PROVIDE DETAIL FOR ROOF FRAMING BRACING PER |
| | R802.10.3. |
| | R802.10.3BRACING. |
| | TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE |
| | LATERAL STABILITY IN ACCORDANCE WITH THE REQUIREMENTS |
| | SPECIFIED IN THE CONSTRUCTION DOCUMENTS FOR THE |
| | BUILDING AND ON THE INDIVIDUAL TRUSS DESIGN DRAWINGS. |
| | |
| | 7. ROOFING PERMIT REQUIRED. |
| | PERMITS - 105.1 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. |
| | |
| | |
| | |
