| Date |
Text |
| 2020-11-18 11:03:22 | PLAN REVIEW / BUILDING |
| | |
| | CHRISTOPHER S. THROOP, C.B.O. |
| | PLANS EXAMINER BUILDING - PX3169 |
| | PLANS EXAMINER 1&2 FAMILY - SFP306 |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | CODES IN EFFECT: |
| | 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST |
| | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| | CHAPTER 1 ADMINISTRATION |
| | NEC 2014 |
| | |
| | 1ST REVIEW |
| | |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | NOTICE: |
| | A SEPERATE PERMIT IS REQUIRED FOR THE GUEST HOUSE. |
| | PRO-RATE THE VALUES AS FOLLOWS: MAIN HOUSE $531,076 AND |
| | GUEST HOUSE $93,924. |
| | SUBMIT THE GUEST HOUSE PERMIT APPLICATION TO - |
| | [email protected] |
| | PLANS FOR BOTH STRUCTURES WILL REMAIN UNDER 20110110 - |
| | MAIN HOUSE. |
| | |
| | 1. PROVIDE A SITE PLAN. DRAINAGE/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, |
| | DISTANCES FROM LOT LINES, THE ESTABLISHED STREET GRADES |
| | AND THE PROPOSED FINISHED GRADES, DEPICTING THE |
| | PROPOSED LOT DRAINAGE AND, AS APPLICABLE, FLOOD HAZARD |
| | AREAS, FLOODWAYS, AND DESIGN FLOOD ELEVATIONS; AND IT |
| | SHALL BE DRAWN IN ACCORDANCE WITH AN ACCURATE AND |
| | INCLUDED BOUNDARY LINE SURVEY. |
| | |
| | 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. |
| | |
| | 2. PROVIDE THE FINISHED FLOOR ELEVATION. |
| | |
| | FINISH FLOOR ELEVATION ? NON-FLOOD ZONE |
| | 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. |
| | |
| | 3. PROVIDE A SOILS REPORT. |
| | |
| | GEOTECHNICAL INVESTIGATIONS |
| | FBC 1803.1 GENERAL. GEOTECHNICAL INVESTIGATIONS SHALL |
| | BE CONDUCTED IN ACCORDANCE WITH SECTION 1803.2 AND |
| | REPORTED IN ACCORDANCE WITH SECTION 1803.6. WHERE |
| | REQUIRED BY THE BUILDING OFFICIAL OR WHERE GEOTECHNICAL |
| | INVESTIGATIONS INVOLVE IN-SITU TESTING, LABORATORY |
| | TESTING OR ENGINEERING CALCULATIONS, SUCH |
| | INVESTIGATIONS SHALL BE CONDUCTED BY A REGISTERED |
| | DESIGN PROFESSIONAL. |
| | |
| | 4.NOTICE ONLY: PALM BEACH COUNTY IMPACT FEES REQUIRED. |
| | SEE COMMENTS UNDER IMPACT FEE REVIEW. |
| | |
| | 5. STATE R VALUE OF 3/4" RIGID WALL INSULATION ON PLAN. |
| | |
| | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| | 107.2.5. |
| | |
| | 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. |
| | |
| | 6. PROVIDE AN ENERGY SUBMITTAL. |
| | |
| | PROVIDE ENERGY GAUGE FORM R405 PER SECTION R405.2 FBC |
| | EC. |
| | |
| | 7. PROVIDE WINDOW AND DOOR SCHEDULES WITH THE FOLLOWING |
| | INFORMATION: |
| | 7A) WINDOW SCHEDULE - |
| | 1. ITEM NUMBER |
| | 2. LOCATION ON PLAN |
| | 3. TYPE |
| | 4. MFGR. |
| | 5. MATERIAL |
| | 6. GLASS TREATMENT |
| | 7. ROUGH OPENING |
| | 8. IMPACT RESISTANT Y/N |
| | 9. PRODUCT APPROVAL NUMBER |
| | 10. NOA DESIGN PRESSURE RATING |
| | 11. OPENING REQUIRED PRESSURE RATING |
| | 12. EGRESS REQUIRED Y/N |
| | 13. SHUTTER REQUIRED Y/N |
| | 7B) DOOR SCHEDULE |
| | 1. ITEM NUMBER |
| | 2. LOCATION ON PLAN |
| | 3. SIZE |
| | 4. THICKNESS |
| | 5. TYPE |
| | 6. MFGR. |
| | 7. MATERIAL |
| | 8. JAM |
| | 9. ROUGH OPENING |
| | 10. HARDWARE |
| | 11. PRODUCT APPROVAL NUMBER |
| | 12. NOA DESIGN PRESSURE RATING |
| | 13. OPENING REQUIRED PRESSURE RATING |
| | 14. SHUTTER REQUIRED Y/N |
| | |
| | 8. DESINER SHALL SELECT MODEL OF SGD TO BE INSTALLED. |
| | NOTICE: |
| | OPENING PROTECTION REQUIRED IF N0N-IMPACT RATED DOOR |
| | SELECTED. |
| | |
| | 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 ROOFING, WINDOW AND DOOR |
| | SUBMITTALS. |
| | |
| | 9. NOTICE ONLY: SUBMIT A ROOFING SUB-PERMIT AND |
| | REQUIRED PRODUCT APPROVALS OR A PROVISO WILL BE PLACED |
| | ON THE PLAN "SEPERATE ROOFING PERMIT REQUIRED.". |
| | |
| | PERMITS - 105.1 REQUIRED. |
| | |
| | PROVISO: PROVIDE ICC-ES REPORT FOR SPRAY FOAM |
| | INSULATION TO CITY INSPECTOR. |
| | |
| | WHEN RESUBMITING, IT IS HELPFUL TO PROVIDE A RESPONSE |
| | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY |
| | RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT |
| | CORRECTED PAGES INTO SUBMITTAL AND LEAVE THE PREVIOUSLY |
| | REVIEWED SHEETS DETACHED. |
| | |
| | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED |
| | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. |
| | |
| | ***THESE COMMENTS APPLY TO BOTH STRUCTURES AND WILL BE |
| | TRANSFERRED TO NEW GUEST HOUSE PERMIT*** |
| | |
| | ***REDLINE ADDRESS PER SH*** |
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