Date |
Text |
2014-11-07 09:22:43 | BUILDING PLAN REVIEW |
| PERMIT: 14100194 |
| ADD: 3416 S. DIXIE HWY |
| CONT: JACOB ERECTING |
| TEL: (561)741-1818 |
| |
| 2010 FLORIDA BUILDING CODE W |
| * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION |
| 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
| |
| 2010 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. |
| |
| 1ST REVIEW |
| DATE: FRI. NOV. 07/2014 |
| ACTION: DENIED |
| |
| 1) PLEASE PROVIDE A SITE PLAN WITH THE PROPOSED |
| LOCATION OF THE BUILDING ON THE LOT AND THE DISTANCE |
| FROM PROPERTY LINES. |
| 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| CODE, CHAPTER 1, ADMINISTRATION,107.3.5 MINIMUM PLAN |
| REVIEW CRITERIA FOR BUILDINGS. |
| 107.3.5.1 COMMERCIAL BUILDINGS: |
| 107.3.5.1.1 BUILDING |
| 1. SITE PLAN & REQUIREMENTS: |
| PARKING |
| FIRE ACCESS |
| VEHICLE LOADING |
| DRIVING/TURNING RADIUS |
| FIRE HYDRANT/WATER SUPPLY/POST INDICATOR VALVE (PIV) |
| SET BACK/SEPARATION (ASSUMED PROPERTY LINES) |
| |
| 2) MISSING SOILS REPORT. PLEASE PROVIDE WHAT THE |
| MINIMUM SAFE BEARING VALUE IS. 2010 FBC-B 1803.5.2 |
| QUESTIONABLE SOIL.WHERE THE CLASSIFICATION, STRENGTH OR |
| COMPRESSIBILITY OF THE SOIL IS IN DOUBT OR WHERE A |
| LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED IN THIS |
| CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL BE |
| PERMITTED TO REQUIRE THAT A GEOTECHNICAL INVESTIGATION |
| BE CONDUCTED. |
| |
| 3) THIS IS A NEW BUILDING BUT NO ENERGY CALCULATIONS |
| WERE PROVIDED. 2010 FBC- ENERGY 103.2/ TABLE 103.2.1 OR |
| 103.2.2.2. |
| |
| 4) MISSING WIND PRESSURES FOR COMPONENTS AND CLADDING. |
| SHEET S1 LIST THE WIND DESIN CRITERIA BUT THE PRESSURES |
| FOR COMPONENTS AND CLADDING ARE MISSING FOR ROOF ZONES |
| 1,2, & 3 AS WELL AS WALL ZONES 4 & 5. |
| |
| 5) 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| 1609.6.4.41 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. |
| (B) WINDOWS |
| (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| LOUVERS, EFIS SYSTEMS, |
| (D) ROOFING PRODUCTS AND ASSEMBLIES |
| (G) PRE-ENGINEERED A/C STANDS |
| |
| 6) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS |
| WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE |
| REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF |
| RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| SHOP DRAWINGS ETC.. |
| |
| 7) SHEET LS-1.0 INDICATES A 1 HOUR TENANT SEPERATION |
| WALL SEE A-5 DETAIL # 2. PLEASE NOTE THE DETAIL |
| INDICATES FASTENING THE TOP TRACK TO THE ROOF DECK AND |
| TO CAULK BOTH SIDES OF WALL WITH # HW-D-0200. PLEASE |
| PROVIDE INFORMATION ON CAULK. THIS HAS TO BE A FLEXIBLE |
| JOINT BEING A CONNECTION TO DISSIMILAR MATERIALS AND |
| FLEXIBLE SINCE THE ROOF LOADING MAY CHANGE. |
| 2010 FBC-B |
| 714.1 GENERAL. |
| JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE-RATED |
| WALLS, FLOOR OR FLOOR/CEILING ASSEMBLIES AND ROOFS OR |
| ROOF/CEILING ASSEMBLIES SHALL BE PROTECTED BY AN |
| APPROVED FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST |
| THE PASSAGE OF FIRE FOR A TIME PERIOD NOT LESS THAN THE |
| REQUIRED FIRE-RESISTANCE RATING OF THE WALL, FLOOR OR |
| ROOF IN OR BETWEEN WHICH IT IS INSTALLED. |
| FIRE-RESISTANT JOINT SYSTEMS SHALL BE TESTED IN |
| ACCORDANCE WITH SECTION 714.3. THE VOID CREATED AT THE |
| INTERSECTION OF A FLOOR/CEILING ASSEMBLY AND AN |
| EXTERIOR CURTAIN WALL ASSEMBLY SHALL BE PROTECTED IN |
| ACCORDANCE WITH SECTION 714.4. |
| |
| 8) SHEET LS-1.0 THE 1-HOUR FIRE SEPARATION WALL WILL |
| NEED LABELING SEEFBC-B 713.6. SUCH IDENTIFICATION SHALL |
| BE ABOVE ANY DECORATIVE CEILING AND IN CONCEALED |
| SPACES. SUGGESTED WORDING FOR FIRE AND SMOKE BARRIERS: |
| ?FIRE AND SMOKE BARRIER ? PROTECT ALL OPENINGS.? |
| |
| 9) SHEET LS-1.0 THE LARGER OF THE TWO TENANT SPACES |
| REFLECTS A OCCUPANT LOAD > THAN 49 REQUIRING 2 EXITS |
| FBC TABLE 1015.1.). THE REAR EXIT OF THIS SPACE IS A |
| REQUIRED EXIT WITH AN OCCUPANT LOAD APPROX. 81 |
| OCCUPANTS. NOTE THE PLANS INDICATE INSWING DOOR , |
| SECTION FBC-B 1008.1.2 REQUIRES DOORS SHALL SWING IN |
| THE DIRECTION OF EGRESS TRAVEL WHERE SERVING AN |
| OCCUPANT LOAD OF 50 OR MORE PERSONS OR A GROUP H |
| OCCUPANCY. |
| PLEASE ALSO NOTE, NOT HAVING A SITE PLAN EXTERIOR DOORS |
| CAN NOT SWING OVER PROPERTY LINES. FBC-B 3202.2. |
| |
| 10) LS-1.0 THE DESIGNER OF RECORD HAS ELECTED TO DESIGN |
| THIS BUILING AS A IIIA TYPE BUILDING (PROTECTED), |
| PLEASE PROVIDE THE 1 HOUR FIRE RATING OF THE PRIMARY |
| STRUCTURAL FRAME, 2 HR EXTERIOR WALLS SEE FOOTNOTES F & |
| G, AND 1 HOUR FOR ROOF CONSTRUCTION AND SECONDARY |
| MEMBERS. |
| |
| 11) 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. |
| |
| 12) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| REVISION & REMOVE & 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. |
| |
| TO REVIEW PERMIT STATUS OR ALL REVIEWS YOU MAY LOG ONTO |
| HTTP://ONESTOPSHOP.WPBGOV.COM/EGOVPLUS/PERMIT/PERM_STA |
| TUS.ASPX FOR PERMIT STATUS. |
| |
| JAMES A. WITMER CBO |
| SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| TEL: 561-805-6715 |
| FAX: 561-805-6676 |
| E-MAIL: [email protected] |
| |
| DEVELOPMENT SERVICES HOME PAGE |
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