Date |
Text |
2017-08-21 10:20:39 | 2014 FBC- BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 17080793 |
| ADD: 329 CLEMATIS ST. SUITE: B |
| CONT: DURHAM BROTHERS |
| TEL: 561-662-0736 |
| E-MAIL: [email protected] |
| |
| 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION |
| |
| 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. |
| |
| 1ST REVIEW |
| DATE: MON. AUGUST 21/ 2017 |
| ACTION: DENIED |
| |
| 1) SITE THE OLD MYERS LUGGAGE STORE. THE COVER SHEET |
| INDICATES THIS TENANT SPACE WAS A MERCANTILE AND IS |
| PROPOSED TO BE AN A-2 OCCUPANCY. A CHANGE OF OCCUPANCY |
| IS MORE STRINGENT THAN A LEVEL II ALTERATION AND MUST |
| MEET ALL OF THE REQUIREMENTS FOUND IN THE 2014 FBC- |
| EXISTING BUILDING CODE. PLEASE REFER TO CHAPTER 10, |
| CHANGE OF OCCUPANCY. 1001.3.1 PARTIAL CHANGE OF |
| OCCUPANCY CLASSIFICATION. WHERE A PORTION OF AN |
| EXISTING BUILDING IS CHANGED TO A NEW OCCUPANCY |
| CLASSIFICATION, SECTION 1012 SHALL APPLY. |
| |
| 1A) THE COVERSHEET DOES NOT PROVIDE THE REQUIRED |
| OCCUPANCY SEPARATION REQUIREMENT FOUND IN TABLE 508.4 |
| OF THE 2014 FBC-B. SHEET A-1 DOES INDICATE EXISTING 2 |
| HR. OCCUPANCY SEPARATION BUT DOES NOT DECLARE THE TYPE |
| OF WALL ASSEMBLY TO MAKE UP THE EXISTING 2 HR. FIRE |
| BARRIER. FBC-B 707.3.9 SEPARATED OCCUPANCIES & 707.5 |
| CONTINUITY. |
| |
| 1B) SINCE THE OCCUPANCY SEPARATION WALLS WILL HAVE |
| ADDITIONAL ELECTRICAL AND OR PLUMBING PLEASE PROVIDE |
| FIRE RATED WALL PENETRATION DETAILS PER FBC-B 707.7. |
| PENETRATIONS. PENETRATIONS OF FIRE BARRIERS SHALL |
| COMPLY WITH SECTION 714 OF THE FBC-B. |
| |
| 1C) PLEASE PROVIDE COMPLIANCE WITH THE 2014 |
| FBC-EXISTING BUILDING CODE SECTION 1012.1.2 FIRE |
| PROTECTION AND INTERIOR FINISH. THE PROVISIONS OF |
| SECTIONS 1012.2 AND 1012.3 FOR FIRE PROTECTION AND |
| INTERIOR FINISH, RESPECTIVELY, SHALL APPLY TO ALL |
| BUILDINGS UNDERGOING A CHANGE OF OCCUPANCY |
| CLASSIFICATION. |
| |
| 1D) PLEASE REVIEW UNDER CHAPTER 10 OF THE EXISTING |
| BUILDING CODE THE REQUIREMENT FOR FIRE SPRINKLERS. 2014 |
| EXT. BLDG. CODE 1012.2 FIRE PROTECTION SYSTEMS. |
| FIRE PROTECTION SYSTEMS SHALL BE PROVIDED IN ACCORDANCE |
| WITH SECTIONS 1012.2.1 AND 1012.2.2. |
| EXST. BLDG. CODE 1012.2.1 FIRE SPRINKLER SYSTEM. WHERE |
| A CHANGE IN OCCUPANCY CLASSIFICATION OCCURS THAT |
| REQUIRES AN AUTOMATIC FIRE SPRINKLER SYSTEM TO BE |
| PROVIDED BASED ON THE NEW OCCUPANCY IN ACCORDANCE WITH |
| CHAPTER 9 OF THE FLORIDA BUILDING CODE, BUILDING, SUCH |
| SYSTEM SHALL BE PROVIDED THROUGHOUT THE AREA WHERE THE |
| CHANGE OF OCCUPANCY OCCURS. |
| 2014 FBC-B SECTION F] 903.2.1.2 GROUP A-2. AN AUTOMATIC |
| SPRINKLER SYSTEM SHALL BE PROVIDED FOR GROUP A-2 |
| OCCUPANCIES WHERE ONE OF THE FOLLOWING CONDITIONS |
| EXISTS: 2. THE FIRE AREA HAS AN OCCUPANT LOAD OF 100 OR |
| MORE. |
| |
| 2) SHEET A-1: |
| 2A) PLEASE REVIEW THE DOOR SWING FOR THE DOOR BETWEEN |
| THE BACK SEATING ROOM AND THE RESTROOM VESTIBULE. THIS |
| DOOR SWINGS AGAINST THE MEANS OF EGRESS WITH AN |
| OCCUPANT LOAD GREATER THAN 50 OCCUPANTS. PLEASE REVIEW |
| SECTION 1008.1.2 OF THE 2014 FBC-B. 1008.1.2 DOOR |
| SWING. DOORS SHALL SWING IN THE DIRECTION OF EGRESS |
| TRAVEL WHERE SERVING A ROOM OR AREA CONTAINING AN |
| OCCUPANT LOAD OF 50 OR MORE PERSONS. |
| |
| 2B) THE REAR OF THE TENANT SPACE IS LABELED A OFFICE |
| AREA BUT LOOKS MORE LIKE A STORAGE AREA WITH AN EXIT |
| ACCESS GOING THROUGH. NOTE THERE IS A SIGNAGE ON PLANS |
| NO STORAGE, IF TO BE CONSIDERED AN OFFICE AREA SHOW |
| FURNITURE AND IT NOT BLOCKING THE MEANS OF EGRESS. |
| 2014 FBC-B 014.2 EGRESS THROUGH INTERVENING SPACES. |
| (4). EGRESS SHALL NOT PASS THROUGH KITCHENS, STORAGE |
| ROOMS, CLOSETS OR SPACES USED FOR SIMILAR PURPOSES. |
| |
| 2C) SHEET A1 SHOWS 4 ACCESSIBLE SEATS. THE LIFE SAFETY |
| SHEET DOES NOT SHOW COMPLIANCE WITH THE : |
| 2014 FBC-ACCESSIBILITY CODE; 226.1 WHERE DINING |
| SURFACES ARE PROVIDED FOR THE CONSUMPTION OF FOOD OR |
| DRINK, AT LEAST 5 PERCENT OF THE SEATING SPACES AND |
| STANDING SPACES AT THE DINING SURFACES SHALL COMPLY |
| WITH 902. 98 SEATS X 0.05= 4.9 OR 5 SEATS, 4SHOWN ON |
| PLANS. |
| |
| 2D) FBC-ACCESSIBILITY CODE 226.2 DISPERSION. DINING |
| SURFACES AND WORK SURFACES REQUIRED TO COMPLY WITH 902 |
| SHALL BE DISPERSED THROUGHOUT THE SPACE OR FACILITY |
| CONTAINING DINING SURFACES AND WORK SURFACES. THE PLANS |
| DO NOT SHOW COMPLIANCE WITH: 902.1 .DINING SURFACES AND |
| WORK SURFACES SHALL COMPLY WITH 902.2 AND 902.3. |
| ADVISORY 902.1 GENERAL. DINING SURFACES INCLUDE, BUT |
| ARE NOT LIMITED TO, BARS, TABLES, LUNCH COUNTERS, AND |
| BOOTHS. |
| |
| 2D)(1) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR |
| SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD |
| APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE |
| COMPLYING WITH 306 SHALL BE PROVIDED. |
| |
| 2D)(2) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND |
| WORK SURFACES SHALL BE 28 INCHES (710 MM) MINIMUM AND |
| 34 INCHES (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR |
| GROUND. |
| |
| 2E) SHEET A-2 SHOWS THE ACCESS AISLE WITH A HASH LINE |
| AT 36 INCHES WIDE. PLEASE REVIEW UNDER AN ASSEMBLY |
| OCCUPANCY WITH AN OCCUPANT LOAD OF 102 FBC-B 1028.9 |
| .1.4. FORTY-TWO INCHES FOR LEVEL OR RAMPED AISLE HAVING |
| SEATING ON BOTH SIDES. |
| |
| 3) SHEET A2 SHOWS THE DEMOLITION AND REMOVAL OF THE |
| FRONT DISPLAY WINDOWS AND STOREFRONT. SHEET A3 SHOWS |
| THE NEW LOCATION OF THE STOREFRONT. PLEASE PROVIDE THE |
| LOCATION OF THE FRONT PROPERTY LINE. THE FRONT DOOR IS |
| NOT TO SWING BEYOND THE PROPERTY LINE. 2014 FBC-B |
| 3202.2 ENCROACHMENTS ABOVE GRADE AND BELOW 8 FEET IN |
| HEIGHT. DOORS AND WINDOWS SHALL NOT OPEN OR PROJECT |
| INTO THE PUBLIC RIGHT-OF-WAY. |
| |
| 4)SHEET A-3. PLEASE PROVIDE COMPLIANCE WITH FBC-B WIND |
| DESIGN. THE PLANS REFERENCE THE RESIDENTIAL CODE, |
| R703.13, R616.4, TABLE R301.2(2) & R301.2(2). |
| |
| 2014 FBC-B 1603.1.4 WIND DESIGN DATA. THE FOLLOWING |
| INFORMATION RELATED TO WIND LOADS SHALL BE SHOWN, |
| REGARDLESS OF WHETHER WIND LOADS GOVERN THE DESIGN OF |
| THE LATERAL FORCE-RESISTING SYSTEM OF THE STRUCTURE: |
| 1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED, |
| VASD, AS DETERMINED IN ACCORDANCE WITH SECTION |
| 1609.3.1. |
| 2. RISK CATEGORY. |
| 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| HEIGHT AND EXPOSURE. |
| 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| 5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY |
| DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF. |
| TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| BUILDING. |
| 1609.3.1 WIND SPEED CONVERSION VULT TO VASD. |
| |
| 5) SHEET A-3. SHOWS A DETAIL LISTED AS A/3. PLEASE |
| REVIEW THIS DETAIL , THE STUD IS DETAILED AS METAL STUD |
| 20 GAUGE W/ TOP AND BOTTOM STEEL PLATES, STUDS AT 16 |
| INCHES O. C. THE LEFT SIDE OF THE DETAIL LIST 1X2 INCH |
| FURRING AT 24 INCHES ON CENTER, THE RIGHT SIDE OF THE |
| DETAIL INDICATES THE INSTALLATION OF 5/8 INCH PLYWOOD |
| SHEATHING NAILED WITH 8D RING SHANK NAILS @ 6 INCHES ON |
| CENTER, NAILS USE ON METAL STUDS? |
| ON THE SAME RIGHT SIDE THE FINISH IS LABELED AS 2 COAT |
| STUCCO AND ALSO 5/8 INCH TYPE X GBD. DISCREPANCIES IN |
| MATERIALS, SPACING, TO MANY ERRORS TO COMMENT ON. |
| 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| |
| 6) SHEET A-3 WALL PRESSURES ARE STATED TO BE ALLOWABLE |
| (VASD): |
| 6A) THE POSITIVE PRESSURES APPEAR TO BE VULT AND NOTE, |
| THE SQUARE FOOT AREA IS NOT GIVEN, AND THE SAME |
| POSITIVE 58.3 IN BOTH WALL ZONES 4 & 5!!! 2014 FBC-B |
| 1603.1.4 WIND DESIGN DATA. |
| |
| 6B) THE NEGATIVE PRESSURES APPEAR TO BE VULT AND THE |
| SQUARE FEET OF AREA FOR THE PRESSURES IS NOT GIVEN. |
| 2014 FBC-B 1603.1.4 WIND DESIGN DATA. |
| |
| 7) 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT |
| OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005, |
| RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS |
| OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT |
| APPROVALS: |
| (31)(A) EXTERIOR DOORS ,MULLIONS & ROOF HATCHES. |
| (B) WINDOWS & MULLIONS |
| (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| LOUVERS, EFIS SYSTEMS, |
| (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP |
| VENTILATORS |
| (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C |
| STANDS |
| |
| 8) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE |
| PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF |
| RECORD AND BEFORE SUBMISSION TO THE BUILDING |
| DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE |
| IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING, |
| MULLION INFORMATION IF REQUIRED, ATTACHMENTS AND |
| ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2014 FBC-B |
| 1405.13.1 INSTALLATION. WINDOWS AND DOORS SHALL BE |
| INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURER?S |
| INSTRUCTIONS. FASTENER SIZE AND SPACING SHALL BE |
| PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE CALCULATED |
| BASED ON MAXIMUM LOADS AND SPACING USED IN THE TESTS. |
| |
| 9) THRESHOLDS ACCESS. CODE 404.2.5. THRESHOLDS, IF |
| PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH (13 MM) HIGH |
| MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT |
| DOORWAYS SHALL COMPLY WITH 302 AND 303. |
| |
| 10) 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.. |
| |
| 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 ANY VOIDED SHEETS & REPLACE ANY PAGES |
| AS NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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. |
| |
| THIS REVIEW CYCLE A THOROUGH REVIEW COULD NOT BE |
| COMPLETED AND ADDITIONAL AND OR NEW COMMENTS MAY OCCUR |
| ON SUBSEQUENT REVIEWS. |
| |
| JAMES A. WITMER BN, PX, CBO |
| SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES |
| DEPARTMENT |
| 401 CLEMATIS ST. |
| WEST PALM BEACH. FL 33402 |
| TEL: 561-805-6715 |
| FAX: 561-805-6676 |
| E-MAIL: [email protected] |
| |
| |