| Date |
Text |
| 2016-06-07 16:42:49 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16050258 |
| | ADD: 209 6TH ST. |
| | CONT: OWNER BUILDER ALLIANCES |
| | TEL: 561-254-6779 |
| | 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. JUNE 07/2016 |
| | ACTION: DENIED |
| | |
| | 1) SHEET 001-A001 TITLE SHEET: |
| | 1A) THE TITLE SHEET DOES NOT PROVIDE THE ACTUAL |
| | OCCUPANT LOAD FOR THE MERCANTILE MEAT MARKET, OR THE |
| | OCCUPANT LOAD FOR THE INTERIOR A2 ASSEMBLY SEATING, |
| | KITCHEN AND SUPPLY AREAS. ALSO INCLUDE UNDER A SEPARATE |
| | HEADING THE OCCUPANT LOAD FOR THE EXTERIOR SEASONAL |
| | SEATING. 2014 FBC-B TABLE 1004.1.2. |
| | |
| | 1B) TYPE V CONSTRUCTION FIRE RESISTANT RATING |
| | REQUIREMENTS FOR BUILDING ELEMENTS 2014 FBC-B TABLE 601 |
| | FOR EXTERIOR WALLS 0 HR. PLEASE UPDATE CODE REFERENCE |
| | WITH THE REQUIREMENTS OF FOOTNOTE F & G. |
| | FOOTNOTE F- NOT LESS THAN THE FIRE RESISTANCE RATING |
| | BASED ON FIRE SEPARATION DISTANCE (SEE TABLE 602). |
| | WEST WALL/ EXTERIOR BEARING WALL 0-5 FEET OCCUPANCY A & |
| | M REQUIRES A 1 HOUR FIRE RESISTANCE RATING. |
| | |
| | 2) SHEET A004 THE FLOOR PLAN NOR SHEET A005 THE |
| | EQUIPMENT PLAN & SCHEDULE SHOW THE LIFE SAFETY PLAN. |
| | THE INDEX DOES NOT SHOW A LIFE SAFETY PLAN. PLEASE |
| | PROVIDE COMPLIANCE WITH: |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR |
| | BUILDINGS. |
| | 107.3.5.1.1 COMMERCIAL BUILDINGS: |
| | (7) OCCUPANCY LOAD/EGRESS REQUIREMENTS SHALL INCLUDE: |
| | OCCUPANCY LOAD |
| | GROSS |
| | NET |
| | MEANS OF EGRESS |
| | EXIT |
| | EXIT DISCHARGE |
| | DOORS |
| | EMERGENCY LIGHTING AND EXIT SIGNS |
| | |
| | 3) SHEET A004 THE FLOOR PLAN NOR SHEET A005 THE |
| | EQUIPMENT PLAN SHOW COMPLIANCE WITH 2014 FBC-ACCESS. |
| | CODE 226.1 GENERAL. 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. |
| | |
| | 4) SHEET A004 THE FLOOR PLAN NOR SHEET A005 THE |
| | EQUIPMENT PLAN SHOW COMPLIANCE WITH 2014 FBC-ACCESS. |
| | CODE 226.2 DISPERSION. DINING SURFACES REQUIRED TO |
| | COMPLY WITH 902 SHALL BE DISPERSED THROUGHOUT THE SPACE |
| | OR FACILITY CONTAINING DINING SURFACES. THIS INCLUDES |
| | BAR AREAS AS WELL AS EXTERIOR SEASONAL SEATING AS WELL. |
| | |
| | 5) SHEET A004 THE FLOOR PLAN NOR SHEET A005 THE |
| | EQUIPMENT PLAN SHOW COMPLIANCE WITH 2014 FBC-ACCESS. |
| | CODE. THE PLANS ARE DEFICIENT IN SHOWING COMPLIANCE |
| | WITH THE MEAT MARKET COUNTERS: |
| | ACCESS. CODE 227.3 COUNTERS. WHERE PROVIDED, AT LEAST |
| | ONE OF EACH TYPE OF SALES COUNTER AND SERVICE COUNTER |
| | SHALL COMPLY WITH 904.4. WHERE COUNTERS ARE DISPERSED |
| | THROUGHOUT THE BUILDING OR FACILITY, COUNTERS COMPLYING |
| | WITH 904.4 ALSO SHALL BE DISPERSED. |
| | |
| | 6) SHEET A004 THE FLOOR PLAN NOR SHEET A005 THE |
| | EQUIPMENT PLAN WILL NEED TO SHOW COMPLIANCE WITH: |
| | 2014 FBC-ACCESS. CODE 902.1DINING SURFACES AND WORK |
| | SURFACES SHALL COMPLY WITH 902.2 AND 902.3. |
| | |
| | 6A) 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. |
| | |
| | 6B) 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. |
| | |
| | 7) SHEET 010-A010 INDICATES GRAB BARS BEING MEASURED |
| | FROM THE CENTERLINE. UNDER THE 2014 ACCESS. CODE THIS |
| | MEASUREMENT IS TO BE TAKEN FROM THE TOP OF THE |
| | GRASPABLE SURFACE. 2014 ACCESS. CODE |
| | 609.4 POSITION OF GRAB BARS. GRAB BARS SHALL BE |
| | INSTALLED IN A HORIZONTAL POSITION, 33 INCHES (840 MM) |
| | MINIMUM AND 36 INCHES (915 MM) MAXIMUM ABOVE THE FINISH |
| | FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE. |
| | 8) SHEET 010-A010 BOTTOM LEFT UNDER THE HEADING LEGEND |
| | FOR LAVATORIES THE HEIGHT MUST BE : 606.3 HEIGHT. |
| | LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT |
| | OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES |
| | (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. |
| | 9) SHEET 018_S1 HAS A CHART FOR COMPONENTS AND CLADDING |
| | ZONES 1-5. PLEASE INDICATE IF THIS CHART IS IN VULT OR |
| | VASD. |
| | 10) 2014 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. |
| | (B) WINDOWS |
| | (C) STOREFRONTS, WALL LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP CURBS, |
| | ROOF TOP INTAKE AND EXHAUST FANS |
| | |
| | 11) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA |
| | RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY |
| | THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. |
| | |
| | 12) FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS, |
| | DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL |
| | AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. |
| | 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| | MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| | METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| | EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| | AND BOTH SHORT- AND LONG-TERM |
| | MATERIAL PROPERTIES. EVERY STRUCTURE SHALL BE DESIGNED |
| | TO RESIST THE OVERTURNING EFFECTS CAUSED BY THE LATERAL |
| | FORCES SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR |
| | WIND LOADS? |
| | |
| | 13) SHEET 021_S4 DETAIL # 6 INDICATES THE ANCHORING OF |
| | WOOD TRUSSES TO THE EXTERIOR WALL THROUGH A 3X12 WOOD |
| | LEDGER. THE PLANS DO NOT INDICATE IF THIS WALL AT THIS |
| | ELEVATION IS HOLLOW CONCRETE BLOCK OR A CONCRETE TIE |
| | BEAM. THE DETAIL INDICATES THE USE OF ? INCH EXP. BOLTS |
| | BUT DOES NOT PROVIDE AT WHAT LENGTH THE EXPANSION BOLTS |
| | NEED TO BE SINCE THERE IS A 3 INCH LEDGER? 107.2.1.3 |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 14) SHEET 019_S2 SHOWS THE MECHANICAL SCREEN SEE DETAIL |
| | #9 ON S-3. THIS DETAIL SHOWS 2 X6 WOOD BATTENS AND 6X6 |
| | WOOD POST. THE DISTANCE TO THE PROPERTY LINE MEASURES 4 |
| | FOOT 10 INCHES. TABLE 602 FIRE SEPARATION DISTANCE |
| | REQUIRES A 1 HOUR FIRE RATING ON THIS SCREEN WALL. SEE: |
| | FBC-B ? 1509.6 MECHANICAL EQUIPMENT SCREENS. MECHANICAL |
| | EQUIPMENT SCREENS SHALL BE CONSTRUCTED OF THE MATERIALS |
| | SPECIFIED FOR THE EXTERIOR WALLS IN ACCORDANCE WITH THE |
| | TYPE OF CONSTRUCTION OF THE BUILDING. WHERE THE FIRE |
| | SEPARATION DISTANCE IS GREATER THAN 5 FEET (1524 MM), |
| | MECHANICAL EQUIPMENT SCREENS SHALL NOT BE REQUIRED TO |
| | COMPLY WITH THE FIRE-RESISTANCE RATING REQUIREMENTS. |
| | |
| | 15) THE HEIGHT OF THE SCREEN WALL IS GIVEN AS 18 FEET |
| | TALL. PLEASE SHOW HOW COMPLIANCE WITH FBC-B 1509.6.4 |
| | EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED |
| | STRUCTURES WILL BE ACHIEVED. WHERE EQUIPMENT AND |
| | APPLIANCES REQUIRING ACCESS ARE INSTALLED ON ROOFS OR |
| | ELEVATED STRUCTURES AT A HEIGHT EXCEEDING 16 FEET (4877 |
| | MM), 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 (762 MM) HIGH OR WALKING ON ROOFS HAVING A SLOPE |
| | GREATER THAN 4 UNITS VERTICAL IN 12 UNITS HORIZONTAL |
| | (33-PERCENT SLOPE). |
| | |
| | 16) WITH THE NEW ELEVATED AIR HANDIER STRUCTURE PLEASE |
| | PROVIDE WHAT THE SAFE MINIMUM BEARING VALUE FOR THIS |
| | STRUCTURE. SHEET 018_S1 FOUNDATION NOTE # 1 THE |
| | CONTRACTOR SHALL ENGAGE A QUALIFIED GEOTECHNICAL |
| | ENGINEER TO VERIFY THAT THE SOILS EXCHANGE AND PAD |
| | COMPACTION HAVE BEEN ACCOMPLISHED IN ACCORDANCE WITH |
| | THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. NO SOILS |
| | REPORT WAS SUBMITTED. |
| | 2014 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. |
| | |
| | 17) CHANGE OF OCCUPANCY EXIST. BUILDING CODE SECTION |
| | 1013 ENERGY CONSERVATION SEE THE FLORIDA BUILDING CODE, |
| | ENERGY CONSERVATION. NO DOCUMENTS WERE SUBMITTED FOR |
| | COMPLIANCE WITH: 2014 ENERGY CODE SECTION C401.2 |
| | APPLICATION. COMMERCIAL BUILDINGS SHALL COMPLY WITH ONE |
| | OF THE FOLLOWING: |
| | 1. THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1. |
| | 2. THE REQUIREMENTS OF SECTIONS C402, C403, C404 AND |
| | C405. IN ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY |
| | WITH EITHER SECTION C406.2, C406.3 OR C406.4. |
| | 3. THE REQUIREMENTS OF SECTION C407, C402.4, C403.2, |
| | C404, C405.2, C405.3, C405.4, C405.6 AND C405.7. THE |
| | BUILDING ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85 |
| | PERCENT OF THE STANDARD REFERENCE DESIGN BUILDING. |
| | |
| | 18) SHEET 004_A004 SHOWS 4 EXIT DOORS TO THE EXTERIOR, |
| | DOORS 1,2,3,& 4. THE DOOR SCHEDULE ON 013_A013 DOES |
| | INDICATE ON DOORS 2& 4 PANIC HARDWARE BUT NOT ON DOORS |
| | 1 & 3. PLEASE REVIEW FBC-B 1008.1.10 PANIC AND FIRE |
| | EXIT HARDWARE. DOORS SERVING A GROUP H OCCUPANCY AND |
| | DOORS SERVING ROOMS OR SPACES WITH AN OCCUPANT LOAD OF |
| | 50 OR MORE IN A GROUP A OCCUPANCY SHALL NOT BE PROVIDED |
| | WITH A LATCH OR LOCK UNLESS IT IS PANIC HARDWARE OR |
| | FIRE EXIT HARDWARE. |
| | |
| | 19) 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. |
| | |
| | A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
