2021-01-26 08:04:07 | PLAN REVIEW / BUILDING |
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| 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] |
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| 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 |
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| NOTICE TO APPLICANT: |
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| 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. |
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| 1ST REVIEW: MAIN DWELLING UNIT (COMMENTS FOR CABANA |
| WILL BE UNDER SEPERATE PERMIT) |
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| RESULTS: DENIED |
| ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
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| 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. |
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| 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. |
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| 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. |
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| 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. |
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| 5. PROVIDE A PALM BEACH COUNTY IMPACT FEE QUESTIONAIRE. |
| SEE COMMENTS UNDER IMPACT FEE REVIEW. |
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| 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. |
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| 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. |
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| 7. A SEPERATE ROOFING PERMIT IS REQUIRED. SEE COMMENTS |
| UNDER ROOF REVIEW. |
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| 8. FINISHED FLOOR ELEVATION. |
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| 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). |
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| FINISHED FLOOR ELEVATION SHALL BE AT THE FOLLOWING |
| MINIMUM: |
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| FINISH FLOOR ELEVATION NON-FLOOD ZONE |
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| 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. |
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| WHEN RESUBMITING, IT IS HELPFUL TO PROVIDE A RESPONSE |
| LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY |
| RE-SUBMITTAL FORM. |
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| PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED |
| MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. |
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