Date |
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2016-01-13 12:31:50 | BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 15090611 |
| ADD: 4912 S DIXIE |
| CONT: LEIGHTON MCGINN |
| TEL: (561)863-4455 |
| E-MAIL: [email protected] |
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| 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION, |
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| 2014 EXISTING BUILDING CODE LEVEL II 701.3. COMPLIANCE. |
| ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND |
| SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE |
| FLORIDA BUILDING CODE, BUILDING. |
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| 3RD REVIEW |
| DATE: WED. JAN. 13/ 2016 |
| ACTION: DENIED |
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| NOTE: NEW DESIGN. THE RESPONSE COMMENTS INDICATE THE |
| PLANNED CONCEPT HAS CHANGED, THE ADDITION OF A |
| MEZZANINE LEVEL AND WORK WITHIN THE 2ND FLOOR R3 |
| OCCUPANCY. THE CONTRACTOR HAS NOT SHOWN AN INCREASE IN |
| SCOPE ON THE APPLICATION NOR HAS THE DOLLAR AMOUNT |
| INCREASE FOR THE ADDITIONAL WORK!!!!! |
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| 1-5) COMPLIED |
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| 6) SHEET LS1 THE CODE ANALYSIS WILL NEED TO PROVIDE THE |
| TRIBUTARY AREA OF WALL AREA BEING CONSIDERED, FACING |
| THE NORTH ELEVATION. IT APPEARS THERE IS APPROXIMATELY |
| 508 SQ. FT. OF WALL AREA, (DO NOT INCLUDE PARAPET ABOVE |
| THE ROOF LINE). 10% OF THE WALL WOULD ALLOW 50.8 SQ. |
| FT. OF UNPROTECTED OPENINGS. FOR ADDITIONAL OPENINGS |
| SEE FBC-B 705.8.4 FOR MIXED OPENINGS. |
| 2014 FBC-B TABLE 602 FOR 10 FEET OR LESS REQUIRES A 1 |
| HOUR FIRE RATED WALL AND PLEASE REVIEW ALLOWABLE |
| OPENINGS IN TABLE 705.8 PROVIDE THE PERCENTAGE OF |
| OPENINGS INDICATED IN THE NORTH WALL. |
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| 7) SHEET A5.0 & A5.1 SHOW NEW CLEARSTORY WINDOW |
| OPENINGS (NOTE # 3) WITHIN THE BLOCK WALL BUT THERE ARE |
| NO DETAILS AS TO HOW THE BLOCK ABOVE THE NEW OPENING |
| WILL BE HELD IN PLACE. THE STRUCTURAL SHEETS S1 NOR S2 |
| DEPICT THESE WINDOWS. NO LINTELS OR BEAMS AND COLUMNS |
| FOUND ON THE STRUCTURAL SHEETS, PART OF THE MAIN WIND |
| FORCE RESISTING SYSTEM. |
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| SHEET S1.0 IN THE NORTH WALL APPEARS TO HAVE OTHER |
| OPENING LOCATIONS IN THE WALL VERSES THE CLEARSTORY |
| WINDOW OPENINGS. |
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| 8-9) COMPLIED. SHEET A11.0 THE ROOF AND WALL PRESSURES |
| ARE TAKEN AT 20 FEET PLEASE REVIEW SHEETS A5.0 AND A5.1 |
| INDICATE THE ROOF HEIGHT AT 22FEET. |
| |
| 10) SEMI- COMPLIED. 2010 FBC-B 1609.1.2 PROTECTION OF |
| OPENINGS, 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA |
| DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 |
| NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR |
| CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT |
| APPROVALS: |
| (31)(A) EXTERIOR DOORS. OVERHEAD DOORS, METAL CLAD OR |
| SOLID EXTERIOR WOOD DOORS. |
| (B) WINDOWS COMPLIED. |
| (C) STOREFRONTS, , WALL LOUVERS, COMPLIED. |
| (D) ROOFING PRODUCTS AND ASSEMBLIES SUBMITTED NOT |
| REVIEWED, SPACING OF BAR JOIST NOT SUBMITTED. |
| SKYLIGHTS: COMPLIED. |
| ROOFTOP A/C STANDS. COMPLIED. |
| NEW INTAKE & EXHAUST FAN CURBS : NO SUBMITTALS |
| ROOF TOP A/C CURBS: NO SUBMITTALS |
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| 11) COMPLIED. REQUIREMENT FOR AT LEAST ONE WINDOW IN |
| EACH SLEEPING ROOM COMPLY WITH 1029.1 & 1029.2. |
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| 12) SHEET A6.1 INDICATES NEW EXTERIOR STAIRS BUT THERE |
| IS NO DESIGN CRITERIA FOR THE FABRICATOR. 2014 FBC-B |
| TABLE 1607.1. SHEET S4.0 DESIGN LOAD SCHEDULE DOES NOT |
| SHOW THE LIVE LOADS FOR THE 2ND FLOOR R3 RESIDENTIAL |
| UNIT, STORAGE MEZZANINE LIGHT OR HEAVY NOR THE EXTERIOR |
| STAIRS. |
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| 14) ENERGY COMPLIANCE FORM: SEE MECHANICAL COMMENTS. |
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| 15) SITE PLAN: THE NEW ACCESSIBLE PARKING ON THE EAST |
| SIDE OF THE BUILDING WILL MEET THE WIDTH AND LENGTH |
| ELEMENTS FOR BOTH THE PARKING SPACE AND ACCESS AISLE. |
| THE MARKING OF SUCH SPACES IS TO COMPLY WITH 2014 |
| ACCESSIBILITY CODE 502.3.3. SEE W.P.B. MUNI CODE |
| 94-485. |
| PROVISO: TO BE A JOBSITE CONDITION: 502.4.SLOPES NOT |
| GREATER THAN 1:48 SHALL BE PERMITTED. |
| |
| 16) NEW COMMENTS: SHEET S.1: |
| 16A) VERTICAL REBAR SPACING FOR THE 1ST FLOOR IS |
| PROVIDED BY WALL TYPE TAGS SEE S.4 BUT THERE IS NO WALL |
| IDENTIFICATION TAGS FOUND ON SHEETS S.2 OR S.3? |
| ADDITIONAL INFORMATION IS REQUIRED, 107.2.1.3. PART OF |
| THE MWFRS (MAIN WIND FORCE RESISTING SYSTEM). |
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| 16B) SHEET S1 THE STAIRS TO THE MEZZANINE LEVEL SHOW |
| HIDDEN LINES AS IF BELOW FOR INSET EXTERIOR DOORS? |
| 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
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| 17) NOTE ALL NEW STRUCTURAL SHEETS THE SIZE OF THE |
| ENGINEERS SEAL IS ANYWHERE FROM 7/8 INCH IN DIAMETER TO |
| APPROXIMATELY 1 3/8 INCHES IN DIAMETER. |
| 61G15-23.001 ENGINEERS SEALS ACCEPTABLE TO THE BOARD. |
| SAID SEAL SHALL BE A MINIMUM OF 1 7/8 INCHES IN |
| DIAMETER, TO SAY LICENSE NOT CERTIFICATE. ALL ENGINEERS |
| MUST BE UTILIZING SAID SEAL NO LATER THAN JANUARY 1, |
| 2006. |
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| 18) ALL NEW STRUCTURAL SHEETS, THE ENGINEERS SIGNATURE, |
| IS A COPIED SIGNATURE ON ALL OF THE SHEETS. |
| 61G15-23.002(2) FL. ADMIN. CODE. |
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| 19) ADDITIONAL SQUARE FOOTAGE IS BEING ADDED, IMPACT |
| FEES. BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, |
| IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY. THE |
| ACTUAL PERMIT SET OF PLANS MUST BE STAMPED BY THAT |
| OFFICE, AND A COPY OF THE PAID RECEIPT ATTACHED TO THE |
| PERMIT APPLICATION. PLEASE CALL (561)233-5025 FOR MORE |
| INFORMATION. |
| |
| 20) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES |
| AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL |
| REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE |
| REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION |
| PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO |
| EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED |
| COOPERATION. |
| |
| JAMES A. WITMER CBO |
| SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| TEL: 561-805-6715 |
| FAX: 561-805-6676 |
| E-MAIL: [email protected] |
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