| Date |
Text |
| 2017-02-28 11:49:46 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 17020917 |
| | ADD: 7711 S. DIXIE HWY. BEALLS OUTLET |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: 312-522-5835 |
| | E-MAIL: [email protected] |
| | 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: TUES. FEB. 28/2017 |
| | ACTION: DENIED |
| | |
| | 1A) THE COVERSHEET, A1 LIST THE WIND DESIGN CRITERIA |
| | THE EXPOSURE B. PLEASE NOTE THIS IS TENANT LOCATION IS |
| | CONSIDERED A C EXPOSURE , ON THE EAST AND WEST |
| | EXPOSURES. THE EAST IS THE LARGE PARKING LOT AND THE |
| | WEST THE BACK PARKING LOT, RAILROAD RIGHT OF WAY AND |
| | GOLF COURSE. PLEASE ALSO GIVE THE MEAN ROOF HEIGHT FOR |
| | THIS TENANT SPACE. |
| | 2014 FBC-B 1609.4.2 SURFACE ROUGHNESS CATEGORIES. |
| | SURFACE ROUGHNESS C. OPEN TERRAIN WITH SCATTERED |
| | OBSTRUCTIONS HAVING HEIGHTS GENERALLY LESS THAN 30 FEET |
| | (9144 MM). THIS CATEGORY INCLUDES FLAT OPEN COUNTRY, |
| | AND GRASSLANDS. THIS SURFACE ROUGHNESS SHALL ALSO APPLY |
| | TO ANY BUILDING LOCATED WITHIN SURFACE ROUGHNESS B TYPE |
| | TERRAIN WHERE THE BUILDING IS WITHIN 100 FEET (30 M) |
| | HORIZONTALLY IN ANY DIRECTION OF OPEN AREAS OF SURFACE |
| | ROUGHNESS C OR D-TYPE TERRAIN THAT EXTENDS MORE THAN |
| | 600 FEET (182.9 M) IN THE UPWIND DIRECTION AND A WIDTH |
| | GREATER THAN 150 FEET (46 M). |
| | |
| | DEFINITIONS: MEAN ROOF HEIGHT. THE AVERAGE OF THE ROOF |
| | EAVE HEIGHT AND THE HEIGHT TO THE HIGHEST POINT ON THE |
| | ROOF SURFACE, EXCEPT THAT EAVE HEIGHT SHALL BE USED FOR |
| | ROOF ANGLE OF LESS THAN OR EQUAL TO 10 DEGREES. |
| | |
| | 1B) THE COVERSHEET A-1 AND SHEET LS-1 THE LIFE SAFETY |
| | SHEET BOTH SHOW UNDER THE HEADING LIFE SAFETY DATA SHOW |
| | THE EMPLOYEE LOUNGE WITH 203 SQUARE FEET / 50 SQ. FT. |
| | PER PERSON = 5 OCCUPANTS. A LOUNGE IS CLOSER TO A A2 |
| | OCCUPANCY WHERE THE OCCUPANCY IS FIGURED AT 15 SQ. FT./ |
| | OCCUPANT OR 14 OCCUPANTS. |
| | |
| | 1C) PLEASE NOTE THE CHANGE IN THE OCCUPANT LOAD IN THE |
| | LOUNGE PUTS THE TOTAL COUNT AT 512 OCCUPANTS. THE |
| | OCCUPANT LOAD OF 503 INDICATES THE REQUIRED WIDTH OF |
| | 100.6 INCHES. THE PROPOSED AMOUNT OF EGRESS WIDTH |
| | INDICATES 224 INCHES. THERE ARE MANY EMERGENCIES WHERE |
| | THERE IS NO LOSS OF POWER AND THE AUTOMATIC HORIZONTAL |
| | DOORS ARE STILL ACTIVE. WHEN THE ACTIVE DOOR IS |
| | AUTOMATICALLY ACTIVATED IT WILL BLOKE THE BREAK AWAY |
| | DOOR IMPEDING THE EXITING CAPACITY TO ONLY ALLOW FOR 34 |
| | INCH. / 0.2= 170 OCC. X3= 510 OCCUPANTS. THE OCCUPANT |
| | LOAD COUNT ALSO INDICATES THE USE OF VESTIBULE 1 & 2, |
| | NOT SHOWN ON PLANS? |
| | ALSO REVIEW FBC-B 1005.3.2 OTHER EGRESS COMPONENTS AND |
| | EXCEPTION. 903.3.1.1 AND AN EMERGENCY VOICE/ ALARM |
| | COMMUNICATION SYSTEM IN ACCORDANCE WITH 907.5.2.2. |
| | |
| | 1D) THE LIFE SAFETY SHEET SHOW THE EGRESS AISLES MARKED |
| | OUT WITH THE EXCEPTION TO THE REAR EXIT DOOR. FBC-B |
| | 1017.3 AISLES IN GROUPS B AND M. |
| | IN GROUP B AND M OCCUPANCIES, THE MINIMUM CLEAR AISLE |
| | WIDTH SHALL BE DETERMINED BY SECTION 1005.1 FOR THE |
| | OCCUPANT LOAD SERVED, BUT SHALL NOT BE LESS THAN 36 |
| | INCHES. |
| | |
| | 2) SHEET A-2.1 SHOWS THE WIND DESIGN CRITERIA AGAIN AS |
| | A B EXPOSURE, SEE COMMENT ABOVE PLEASE CORRECT. |
| | PLEASE ALSO PROVIDE THE MEAN ROOF HEIGHT OF THE |
| | BUILDING, WITH THE BUILDING BEING LOCATED IN A C |
| | EXPOSURE, THERE WILL BE MULTIPLIERS FOR THE C EXPOSURE |
| | AND FOR THE HEIGHT OF THE BUILDING. A HEIGHT AND |
| | EXPOSURE ADJUSTMENT COEFFICIENT, * SHALL BE DETERMINED |
| | FROM TABLE 1609.7.2. ASCE 7-10. |
| | |
| | 3) SHEET A-2.1 SHOWS A PRESSURE SCHEDULE FOR ZONES |
| | 1,2,3,4 & 5. PLEASE NOTE FOR THE ROOF ZONES THE CHART |
| | STARTS AT 20 SQ. FT. FOR ROOF ZONES WE USE 10 SQ. FT. |
| | FOR ALL ZONES SINCE YOU ARE LOOKING AT THE FASTENERS. |
| | FBC-B 1609.6.4.4.1 COMPONENTS & CLADDING. SHOWS RANGES |
| | OF SQ. FT. AREA, THE RANGE IS TO LARGE LESS THAN 20 SQ. |
| | FT., AND 20 SQ. FT. TO 100 SQ. FT. PLEASE SEE THE |
| | RANGES SET IN THE FBC-B TABLE 1609.6.2 AND ASCE 7-10 |
| | FIGURE 30.5-1 ENCLOSED BUILDINGS. EFFECTIVE WIND AREA |
| | 10, 20, 50, 100 SF. |
| | |
| | 4) NOT USED. |
| | |
| | 5) SHEET A-2.1 PLEASE UPDATE THE WIND PRESSURES, THEY |
| | ARE LOW FOR A C EXPOSURE AND HEIGHT MULTIPLIERS. 2014 |
| | FBC-B TABLE 1609.7.2. HEIGHT AND EXPOSURE. |
| | |
| | 6A) SUBMIT THE PRODUCT APPROVALS OR INDICATE THAT YOU |
| | WOULD LIKE TO MAKE THE PRODUCT APPROVALS AS A DEFERRED |
| | SUBMITTAL. 107.3.4.2 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. |
| | |
| | 6B) 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) PRE-ENGINEERED A/C STANDS |
| | |
| | 6C) 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.. |
| | |
| | 7A) SHEET A-8.2 THE FRONT ELEVATION SHOWS 2 NEW |
| | HORIZONTAL SLIDING DOORS. THE NEW HORIZONTAL SLIDING |
| | DOORS WILL NEED TO SHOW COMPLIANCE WITH 2014 FBC-B |
| | 1008.1.4.3 HORIZONTAL SLIDING DOORS (1-8). |
| | |
| | 7B) THE NEW FRONT ENTRY DOORS AS WELL AS THE NEW REAR |
| | EXIT WILL NEED TO SHOW COMPLIANCE WITH THE 2014 FBC- B |
| | SECTION : 1008.1.10 PANIC AND FIRE EXIT HARDWARE. DOORS |
| | SERVING ROOMS OR SPACES WITH AN OCCUPANT LOAD OF 50 OR |
| | MORE SHALL NOT BE PROVIDED WITH A LATCH OR LOCK UNLESS |
| | IT IS PANIC HARDWARE OR FIRE EXIT HARDWARE. |
| | |
| | 7C) SHEET A-8.2 THE NEW FRONT ENTRY DOORS SHOW A NEW |
| | TRANSOM ABOVE. SHEET A-8.3 DETAIL # 3 ALSO INDICATES |
| | NEW HSS TUBE STEEL COLUMN AND HORIZONTAL MULLION, ALL |
| | FIELD WELDS OF THE TOP BOTTOM PLATES OF THE COLUMN AND |
| | HORIZONTAL MULLION. WHAT IS MISSING FROM DETAIL 5 SHEET |
| | A-8.3 DOES NOT INDICATE HOW THE TOP PLATE WILL BE |
| | ANCHORED TO THE STRUCTURE ABOVE. 107. 2.1.3 ADDITIONAL |
| | INFORMATION IS REQUIRED. THIS WOULD BE PART OF THE |
| | COMPONENTS AND CLADDING SYSTEM 1609.6.4.4.1 COMPONENTS |
| | & CLADDING. FLORIDA. |
| | |
| | 7D) WELDED OR BOLTED CONNECTIONS THE CONTRACTOR IS |
| | REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS & |
| | WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN |
| | ACCORDANCE WITH THE REFERENCED STANDARDS. |
| | 2014 FBC-B 2204.1 WELDING |
| | 201404.4.2 BOLTING. |
| | |
| | 8) SHEET A-8.3 DETAIL A AND DETAIL # 9 SHOWS THE NEW |
| | EXTERIOR WALL WITH ? INCH FIRE RESISTANT TREATED |
| | PLYWOOD AND 3 COAT 7/8 INCH THICK CEMENTITIOUS FINISH. |
| | PLEASE PROVIDE IF THIS IS A 3 COAT CEMENT PLASTER |
| | (STUCCO) OR IF THIS IS GOING TO BE EFIS SYSTEMS? |
| | ADDITIONAL COMMENTS WILL NEED TO BE ADDRESSED WHEN THE |
| | SYSTEM IS KNOWN. 107.2.1.3 ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 9) DISCREPANCY IN PLANS, SHEET A-8.2 INDICATES THE |
| | PLANS ARE DRAWN TO 1/8 INCH SCALE, THE NEW CURVED |
| | ARCHITECTURAL ELEMENT FRONT CENTER OF THE BUILDING |
| | SCALES OUT AT 42 FEET ABOVE GRADE WHEREAS SHEET A-8.4 |
| | DETAIL # 1 IN 3/16TH SCALE INDICATES APPROXIMATELY 30 |
| | FEET IN ELEVATION. IT APPEARS THAT NEW EFIS TRIM WILL |
| | BE USED ON THE NEW ARCHITECTURAL ELEMENT. 107.2.1.3 |
| | ADDITIONAL INFORMATION IS REQUIRED. ALSO SEE FBC-B |
| | 1406.2.1 TYPE I, II, III AND IV CONSTRUCTION. ON |
| | BUILDINGS OF TYPE I, II, III AND IV CONSTRUCTION, |
| | EXTERIOR WALL COVERINGS SHALL BE PERMITTED TO BE |
| | CONSTRUCTED OF COMBUSTIBLE MATERIALS, COMPLYING WITH |
| | THE FOLLOWING LIMITATIONS: 2. COMBUSTIBLE EXTERIOR WALL |
| | COVERINGS SHALL BE LIMITED TO 40 FEET (12 192 MM) IN |
| | HEIGHT ABOVE GRADE PLANE. |
| | |
| | 10) SHEET A-2 INTERIOR DEMO VERSES A-2.1 & A-8.5. THE |
| | INTERIOR DEMO SHEET SHOWS AN ALUMINUM LADDER AND |
| | HANDRAIL SYSTEM BEING REMOVED. PLEASE PROVIDE WHERE |
| | THIS STAIRWAY WAS LEADING TO, IT APPEARS THIS IS THE |
| | MEANS OF EGRESS TO THE ROOF TOP ROOM WHICH RTU IS |
| | LOCATED? ALL OF THE MECHANICAL EQUIPMENT ON THE ROOF |
| | WILL NEED ACCESS SINCE IT IS LOCATED HIGHER THAN 16 |
| | FEET FROM GRADE. |
| | FBC-B 1509.6.4 EQUIPMENT AND APPLIANCES ON ROOFS OR |
| | ELEVATED STRUCTURES. WHERE EQUIPMENT AND APPLIANCES |
| | REQUIRING ACCESS ARE INSTALLED ON ROOFS OR ELEVATED |
| | STRUCTURES AT A HEIGHT EXCEEDING 16 FEET SUCH ACCESS |
| | SHALL BE PROVIDED BY A PERMANENT APPROVED MEANS OF |
| | ACCESS, THE EXTENT OF WHICH SHALL BE FROM GRADE OR |
| | FLOOR LEVEL TO THE EQUIPMENT AND APPLIANCES? LEVEL |
| | SERVICE SPACE. SUCH ACCESS SHALL NOT REQUIRE CLIMBING |
| | OVER OBSTRUCTIONS GREATER THAN 30 INCHES. |
| | |
| | 11) 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. |
| | |
| | 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] |
| | |
| | |
| | |
