| Date |
Text |
| 2019-01-05 11:22:01 | BUILDING PLAN REVIEW |
| | 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST |
| | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| | CHAPTER 1 ADMINISTRATION |
| | |
| | CHRISTOPHER S. THROOP, C.B.O. |
| | BUILDING PLANS EXAMINER, PX3169 |
| | 1&2 FAMILY PLANS EXAMINER, SFP306 |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | 1ST REVIEW |
| | RESULTS: DENIED |
| | YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED |
| | BELOW. |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1. STRUCTURE IS MIS-CLASSIFIED AS A STORAGE BUILDING. |
| | STRUCTURE IS DESIGNED AS A HABITABLE STRUCTURE AND WILL |
| | REQUIRE PALM BEACH COUNTY IMPACT FEES. CHANGE BUILDING |
| | DESCRIPTION ON PLANS. STATE WHAT STRUCTURE WILL BE USED |
| | FOR. |
| | PLANS REQUIRE REVIEW BY THE PBC IMPACT FEE OFFICE. CALL |
| | (561) 233-5025. UPON APPROVAL, YOU MAY CHECK OUT ONE |
| | PLAN SET AND TAKE TO THAT OFFICE FOR REVIEW. PLEASE |
| | RETURNED STAMPED AND WITH A COPY OF THE RECEIPT AS |
| | APPLICABLE. PLEASE PROVIDE THE MUNICIPAL IMPACT FEE |
| | QUESTIONNAIRE FORM TO THE PBC IMPACT FEE OFFICE. THE |
| | FORM CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/AD |
| | MINISTRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF |
| | |
| | 2. PROVIDE ENERGY SUBMITTAL. |
| | FBCE-103.2.1.1 RESIDENTIAL LESS THAN OR EQUAL TO 3 |
| | STORIES. ENERGY |
| | FBCE-R101.5.1.1 BUILDING THERMAL ENVELOPE ALTERNATIVE. |
| | AN ACCURATELY COMPLETED RESIDENTIAL BUILDING FORM R402 |
| | SHALL BE SUBMITTED TO THE BUILDING OFFICIAL TO |
| | DEMONSTRATE CODE COMPLIANCE BY THIS METHOD. |
| | _ OR _ |
| | 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. |
| | R401.3 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD |
| | (MANDATORY). |
| | |
| | 3. SHOW FINISHED FLOOR ELEVATION ON SITE PLAN. |
| | 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. |
| | |
| | 4. PROVIDE SITE DRAINAGE PLAN. |
| | FBC R401.3 SITE DRAINAGE |
| | PROVIDE TWO SETS OF 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. |
| | EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER |
| | PHYSICAL BARRIERS PROHIBIT 6 INCHES OF FALL WITHIN 10 |
| | FEET, DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE |
| | DRAINAGE AWAY FROM THE STRUCTURE. |
| | IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING |
| | FOUNDATION SHALL BE SLOPED A MINIMUM OF |
| | 2 PERCENT AWAY FROM THE BUILDING. |
| | FBC R 401.3 (DRAINAGE) |
| | FBC 107.2.5 (SITE PLAN) |
| | FBC 110.9 (IMPACT OF CONSTRUCTION) |
| | |
| | 5. ROOFING PERMIT REQUIRED. |
| | |
| | 6. PROVIDE FRAMING DETAIL FOR PARAPIT WALLS. PROVIDE |
| | CONNECTOR SCHEDULE. |
| | R301.1 |
| | STRUCTURAL CONNECTORS. |
| | BUILDINGS AND STRUCTURES, AND PARTS THEREOF, SHALL BE |
| | CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD |
| | LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, |
| | WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS |
| | CODE. THE CONSTRUCTION OF BUILDINGS AND STRUCTURES IN |
| | ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL |
| | RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH |
| | THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS |
| | FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING |
| | ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES |
| | CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO |
| | COMPLY WITH THE REQUIREMENTS OF THIS SECTION. |
| | |
| | 7. DESIGNER TO REVIEW ALL PRODUCT APPROVALS AND REVIEW |
| | IN WRITING. (NOT SIGN AND SEAL) |
| | 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. |
| | |
| | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED |
| | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. |
| | WHEN RESUBMITTING, 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. |
| | |
| | |
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