| Date |
Text |
| 2021-01-26 08:04:07 | 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 |
| | 2014 NEC |
| | |
| | NOTICE TO APPLICANT: |
| | |
| | THE CITY REQUIRES A SEPERATE PERMIT FOR EACH STRUCTURE |
| | SITUATED ON A SINGLE LOT. SUBMIT A PERMIT APPLICATION |
| | FOR THE CABANA. |
| | BOTH STRUCTURES MAY REMAIN ON ONE SET OF PLANS. PERMITS |
| | WILL TRAVEL TOGETHER. |
| | VALUE OF THE CABANA HAS BEEN CALCULATED TO BE |
| | $36,478.00 PER THE ICC BUILDING VALUATION TABLES, |
| | CONSTRUCTION TYPE IIIB. |
| | |
| | 1ST REVIEW: MAIN DWELLING UNIT (COMMENTS FOR CABANA |
| | WILL BE UNDER SEPERATE PERMIT) |
| | |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1. REF. COVER PAGE A001. DESIGN PARAMETERS: |
| | 1A) CONSTRUCTION TYPE IS IIIB. |
| | 1B) BLDG. CLASSIFICATION IS SINGLE STORY, SINGLE FAMILY |
| | RESIDENCE. |
| | 1C) ALLOWABLE BLDG. HEIGHT IS 30 FEET. |
| | |
| | 2. PROVIDE A 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. |
| | |
| | 3. 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. |
| | |
| | 4. PROVIDE A SOILS REPORT. |
| | 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. |
| | |
| | 5. PROVIDE A PALM BEACH COUNTY IMPACT FEE QUESTIONAIRE. |
| | SEE COMMENTS UNDER IMPACT FEE REVIEW. |
| | |
| | 6. PROVIDE PRODUCT APPROVALS FOR WINDOWS EXT. DOORS AND |
| | BAHAMA SHUTTERS. |
| | 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. |
| | |
| | OPTION: DEFERRAL OF PRODUCT APPROVALS. |
| | 107.3.4.1 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS |
| | SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE |
| | PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE |
| | TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO |
| | THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. |
| | DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR |
| | APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED |
| | DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST |
| | THE DEFERRED SUBMITTALS ON |
| | THE CONSTRUCTION DOCUMENTS FOR REVIEW BY THE BUILDING |
| | OFFICIAL. |
| | DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE |
| | SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN |
| | RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD |
| | THEM TO THE BUILDING OFFICIAL WITH A NOTATION |
| | INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE |
| | BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO |
| | THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL |
| | ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED |
| | SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING |
| | OFFICIAL. |
| | |
| | 7. A SEPERATE ROOFING PERMIT IS REQUIRED. SEE COMMENTS |
| | UNDER ROOF REVIEW. |
| | |
| | 8. FINISHED FLOOR ELEVATION. |
| | |
| | PLAN PAGE E101 STATES THE MEP EQUIPMENT SHALL BE |
| | LOCATED ABOVE THE BASE FLOOD ELEVATION (BFE). THIS |
| | PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA |
| | (SFHA) AND DOES NOR HAVE A BFE. |
| | PLAN PAGE A101 STATES FINISHED FLOOR ELEVATION SHALL BE |
| | 18.0' NAVD (18" MIN. ABOVE CROWN OF ROADWAY). |
| | |
| | FINISHED FLOOR ELEVATION SHALL BE AT THE FOLLOWING |
| | MINIMUM: |
| | |
| | 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. |
| | |
| | |
| | WHEN RESUBMITING, IT IS HELPFUL TO PROVIDE A RESPONSE |
| | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY |
| | RE-SUBMITTAL FORM. |
| | |
| | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED |
| | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. |
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