| Date |
Text |
| 2017-08-19 10:28:33 | 2014 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 17080590 |
| | ADD: 2740 S. DIXIE HWY. |
| | CONT: SOUTHEAST CERTIFIED CONSTRUCTION |
| | TEL: 561-818-4113 |
| | 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: SAT. AUGUST 19/2017 |
| | ACTION: DENIED |
| | |
| | 1) THE COVERSHEET, T UNDER THE HEADING OF OCCUPANT LOAD |
| | CALCULATIONS FOR MERCANTILE OCCUPANCY IS FIGURING 60 |
| | SQUARE FEET/ OCCUPANT. PLEASE REFER BACK TO THE 2014 |
| | FBC-B TABLE 1004.1.2. FOR MERCANTILE ON THE 1ST FLOOR |
| | OR BASEMENT YOU FIGURE 30 GROSS, ON ALL OTHER FLOORS |
| | YOU FIGURE 60 GROSS. THE TOTAL OCCUPANT LOAD FOR THE |
| | BUILDING WOULD BE 106 MERCANTILE + 4 STORAGE = 110 |
| | OCCUPANTS. |
| | |
| | 2A) THE COVERSHEET, T UNDER THE HEADING HEADINGS LIST |
| | THE OCCUPANCY AS MERCANTILE UNDER THE PROJECT CODE |
| | TABULAR AS MERCANTILE, REQUIRED SEPARATION NON |
| | SEPARATED MIXED USE. THE OTHER OCCUPANCY TYPE HAS NOT |
| | BEEN DECLARED EITHER A S1 OR A S2 OCCUPANCY. |
| | |
| | 2B) PLEASE DECLARE IF THERE WILL BE A PAINT, THINNERS |
| | OR CLEANERS TO BE STORED WITH EITHER AND ALCOHOL BASE |
| | OR OIL BASE SUCH AS ACETONE, TOLUENE, LACQUER THINNERS |
| | OR SIMILAR SOLVENTS? IF SO PLEASE PROVIDE QUANTITIES, |
| | AND SIZE OF CONTAINERS. MUST MEET THE EXCEPTION # 2 2. |
| | WHOLESALE AND RETAIL SALES AND STORAGE OF FLAMMABLE AND |
| | COMBUSTIBLE LIQUIDS IN MERCANTILE OCCUPANCIES |
| | CONFORMING TO THE FLORIDA FIRE PREVENTION CODE TO NOT |
| | BE CLASSIFIED AS HIGH HAZARD GROUP H OCCUPANCY. SECTION |
| | 307.1. |
| | |
| | 2C) THE COVERSHEET LIST THIS AS A LEVEL III ALTERATION, |
| | PLEASE NOTE THIS BUILDING PREVIOUSLY WAS AN AUTO REPAIR |
| | GARAGE. IT IS CURRENTLY BEING REMODELED TO MERCANTILE |
| | SPACE OR A CHANGE OF OCCUPANCY, PLEASE UPDATE THE PLANS |
| | AND UNDER THE 2014 FBC-EXISTING BUILDING CODE COMPLY |
| | WITH CHAPTER 10 CHANGE IN OCCUPANCY. SEE 1001.3 CHANGE |
| | OF OCCUPANCY CLASSIFICATION PROVISIONS OF SECTION 1002 |
| | THROUGH 1012 SHALL COMPLY!!!!PLEASE SHOW COMPLIANCE. |
| | |
| | 2D) PLEASE PROVIDE COMPLIANCE WITH SECTION 907.4.2 OF |
| | THE EXISTING BUILDING CODE. 907.4.2 SUBSTANTIAL |
| | STRUCTURAL ALTERATION. WHERE MORE THAN 30 PERCENT OF |
| | THE TOTAL FLOOR AND ROOF AREAS OF THE BUILDING OR |
| | STRUCTURE HAVE BEEN OR ARE PROPOSED TO BE INVOLVED IN |
| | STRUCTURAL ALTERATION WITHIN A FIVE-YEAR PERIOD, THE |
| | EVALUATION AND ANALYSIS SHALL DEMONSTRATE THAT THE |
| | ALTERED BUILDING OR STRUCTURE COMPLIES WITH THE FLORIDA |
| | BUILDING CODE, BUILDING FOR WIND LOADING AND WITH |
| | REDUCED IBC-LEVEL SEISMIC FORCES. THE AREAS TO BE |
| | COUNTED TOWARD THE 30 PERCENT SHALL BE THOSE AREAS |
| | TRIBUTARY TO THE VERTICAL LOAD-CARRYING COMPONENTS, |
| | SUCH AS JOISTS, BEAMS, COLUMNS, WALLS AND OTHER |
| | STRUCTURAL COMPONENTS THAT HAVE BEEN OR WILL BE |
| | REMOVED, ADDED OR ALTERED, AS WELL AS AREAS SUCH AS |
| | MEZZANINES, PENTHOUSES, ROOF STRUCTURES AND IN-FILLED |
| | |
| | |
| | 3) SHEET A010: |
| | 3A) IN BOTH CASES PLEASE REVISE EXIT LOADS FOR BOTH |
| | REQUIRED EXITS OCCUPANT LOAD COUNT IS INCORRECT. UPDATE |
| | PLANS TO 30 SQ. FT./ OCCUPANT 2014 FBC-B TABLE |
| | 1004.1.2. |
| | |
| | 3B) IN THE ANALYSIS OF THE REQUIRED DOOR WIDTH, SHEET |
| | A010 INDICATES A 64 INCH PROVIDED DOOR OPENING. SHEET |
| | A310 INDICATES THE 2 ENTRY/ EXIT DOORS ARE (2) 36 INCH |
| | WIDE DOORS OR 72 INCHES, TO DETERMINE THE CLEAR WIDTH |
| | OF THE PAIR OF DOORS (EACH DOOR THICKNESS 1 ? INCHES + |
| | HINGE BARREL APPROX. ? INCH FOR A TOTAL OF 67 ? INCH |
| | CLEAR WIDTH. 67.5/ 0.2= 337.50 OCCUPANTS, ALLOWABLE 337 |
| | OCCUPANTS NOT ALLOWED PARTS OF OCCUPANTS. FBC-B |
| | 1005.3.2. |
| | |
| | 4) SHEET A100 SITE PLAN; |
| | 4A) THE BOTTOM RIGHT HAND CORNER OF THE SHEET A TYPICAL |
| | PARKING DETAIL IS GIVEN WITH A WIDTH OF 9?-6 INCHES |
| | CENTERLINE TO CENTER LINE PLEASE REVIEW THE CITY |
| | STANDARD FOUND WITHIN THE CITY OF WEST PALM BEACH MUNI |
| | CODE 94-485. |
| | |
| | 4B) THE PLAN DOES NOT INDICATE WHICH SIDE OF THE |
| | BUILDING IS THE FRONT, WITH EXCEPTION TO THE NORTH |
| | ARROW MAKING THE BOTTOM OF THE PAGE THE FRONT OF THE |
| | BUILDING. NOTE NO STOP SIGN THIS SIDE OF THE STREET SEE |
| | COUNTY GIS, AND GOOGLE EARTH. THE ISSUE IS ALL OF THE |
| | PARKING SPACES ARE PROVIDED WITH CAR WHEEL STOPS, WITH |
| | EXCEPTION TO THE HANDICAPPED PARKING SPACE. THIS ALLOWS |
| | THE CAR TO PULL IN FURTHER INTO THE SPACE BLOCKING OFF |
| | ACCESS TO THE FRONT DOOR. THE ACCESSIBILITY CODE IN |
| | SECTION 208.3.1 REQUIRES AN ACCESSIBLE ROUTE THAT IS AT |
| | LEAST 44 INCHES IN WIDTH. |
| | |
| | 4C) GOOGLE EARTH SHOW THE PARKING LOT TO HAVE BEEN JUST |
| | RECENTLY RESTRIPED. ALSO IN THE SAME PHOTOGRAPH IS A |
| | RENTALS SIGN AVAILABLE!!! A SPATE PERMIT IS REQUIRED |
| | FOR RESTRIPING OF THE PARKING LOT AND A 4X FEE PUT ON |
| | THIS PROPERTY. |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION 105.1 REQUIRED. ANY CONTRACTOR, OWNER, |
| | OR AGENT AUTHORIZED IN ACCORDANCE WITH FLORIDA STATUTE |
| | 489 WHO INTENDS TO CONSTRUCT, ENLARGE, ALTER, REPAIR, |
| | MOVE, DEMOLISH, OR CHANGE THE OCCUPANCY OF A BUILDING |
| | OR STRUCTURE, OR TO ERECT, INSTALL, ENLARGE, ALTER, |
| | REPAIR, REMOVE, CONVERT OR REPLACE ANY IMPACT RESISTANT |
| | COVERINGS, ELECTRICAL, GAS, MECHANICAL, PLUMBING OR |
| | FIRE PROTECTION SYSTEM, OR ACCESSIBLE OR FLOOD |
| | RESISTANT SITE ELEMENT, THE INSTALLATION OF WHICH IS |
| | REGULATED BY THIS CODE, OR TO CAUSE ANY SUCH WORK TO BE |
| | DONE, SHALL FIRST MAKE APPLICATION TO THE BUILDING |
| | OFFICIAL AND OBTAIN THE REQUIRED PERMIT. |
| | |
| | 5A) THIS BUILDING PREVIOUSLY WAS AN AUTO REPAIR GARAGE. |
| | IT IS CURRENTLY BEING REMODELED TO MERCANTILE SPACE. |
| | EXISTING BUILDING CODE 907.4.2 SUBSTANTIAL STRUCTURAL |
| | ALTERATION. WHERE MORE THAN 30 PERCENT OF THE TOTAL |
| | FLOOR AND ROOF AREAS OF THE BUILDING OR STRUCTURE HAVE |
| | BEEN OR ARE PROPOSED TO BE INVOLVED IN STRUCTURAL |
| | ALTERATION WITHIN A FIVE-YEAR PERIOD, THE EVALUATION |
| | AND ANALYSIS SHALL DEMONSTRATE THAT THE ALTERED |
| | BUILDING OR STRUCTURE COMPLIES WITH THE FLORIDA |
| | BUILDING CODE, BUILDING FOR WIND LOADING AND WITH |
| | REDUCED IBC-LEVEL SEISMIC FORCES. THE AREAS TO BE |
| | COUNTED TOWARD THE 30 PERCENT SHALL BE THOSE AREAS |
| | TRIBUTARY TO THE VERTICAL LOAD-CARRYING COMPONENTS, |
| | SUCH AS JOISTS, BEAMS, COLUMNS, WALLS AND OTHER |
| | STRUCTURAL COMPONENTS THAT HAVE BEEN OR WILL BE |
| | REMOVED, ADDED OR ALTERED, AS WELL AS AREAS SUCH AS |
| | MEZZANINES, PENTHOUSES, ROOF STRUCTURES AND IN-FILLED. |
| | |
| | 5B) SHEET A210 THE FLOOR PLAN SHOWS EXTERIOR INFILL |
| | WALL SECTIONS WITH WALL TYPE 3. SHEET A310 DETAIL # 3 |
| | SHOWS INFILL EXTERIOR WALL DETAIL. THIS WALL DETAIL |
| | DOES NOT GIVE ANCHOR SPACING, GAUGE OF STUD, IF |
| | ARCHITECTURAL OR STRUCTURAL STUDS, SPACING OF STUDS, |
| | THERE IS NO STRUCTURAL INFORMATION GIVEN. SHEET A511 |
| | DETAIL B DOES PROVIDE ALL OF THE REQUIRED STRUCTURAL |
| | INFORMATION REQUIRED BUT THE DETAIL STATES IT IS FOR |
| | THE NEW WINDOW ONLY. SHEET A310 DETAIL 3 MAKES NO |
| | MENTION TO SEE THIS DETAIL. ADDITIONAL INFORMATION IS |
| | REQUIRED. 107.2.1.3. |
| | SHEET A511 DETAIL B AT THE BOTTOM OF THE DETAIL IT |
| | STATES THE BOTTOM TRACK IS TO BE FASTENED WITH TAPCONS |
| | (4) ? X 1 ? INCH TAPCONS, BUT NO SPACING THE SAME WITH |
| | THE TOP TRACK!!!!! |
| | |
| | 5C) THE PLANS STATE THE BOTTOM TRACK IS TO BE FASTENED |
| | TO A CONCRETE CURB, THE PLANS DO NOT SHOW A CONCRETE |
| | CURB JUST THE FLOOR SLAB? 107.2.1.3 ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | |
| | 5D) WITH THE EXTERIOR WALL DETAIL 3/ A310 SHOWING THE |
| | BOTTOM TRACK IN THE EXTERIOR DOOR RECESS TO BE AT |
| | GRADE, THERE IS NO FLASHING OR OTHER DETAILS OF HOW A |
| | WATER TIGHT SEAL WILL OCCUR BETWEEN THE CONCRETE DECK |
| | AND THE NEW STUCCO WALL. FBC-B 1405.4. FLASHINGS. |
| | |
| | 5E) WITH THE EXTERIOR WALL DETAIL 3/ A310 INDICATES THE |
| | EXTERIOR IS TO BE 5/8 INCH FRT PLYWOOD. PLEASE REVIEW |
| | FBC-B 2303.2.6. EXPOSURE TO WEATHER, DAMP OR WET |
| | LOCATIONS. WHERE FIRE RETARDANT TREATED WOOD IS EXPOSED |
| | TO WEATHER, OR DAMP OR WET LOCATIONS IT SHALL BE |
| | IDENTIFIED AS EXTERIOR. |
| | |
| | 5F) WITH THE EXTERIOR WALL DETAIL 3/ A310 INDICATES THE |
| | USE OF 5/8 INCH STUCCO OVER PAPERBACK LATH. PLEASE SEE |
| | 2014 FBC-B 2510.6 THEE REQUIREMENT FOR A 2ND LAYER OF A |
| | WATER-RESISTANCE BARRIER, SLIP SHEET. |
| | |
| | 6) THE FRONT COVER SHEET PROVIDES THE WIND DESIGN |
| | CRITERIA. SHEET A510 INDICATES THE PRESSURES ON SOME OF |
| | THE OPENINGS WITH A MEAN ROOF HEIGHT OF 16 FEET. THE |
| | DOUBLE DOOR PRESSURES ARE LOW FOR AN EXPOSURE C |
| | INTERIOR WALL ZONE (4) AT APPROX. 40 SQ. FT. THEY |
| | SHOULD BE AROUND +34.0/-41.4 PSF VASD. 1609.6.4.4.1 |
| | COMPONENTS & CLADDING. |
| | |
| | 7) MISSING REQUIRED PRODUCT APPROVALS. 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 , ROLL UP DOORS, MULLIONS & ROOF |
| | HATCHES. |
| | (B) WINDOWS & MULLIONS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | |
| | 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) SHEET A310 THE DOOR SCHEDULE FOR DOORS 101 & 102 |
| | EXTERIOR DOORS NEEDS TO SHOW COMPLIANCE WITH; |
| | 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) IMPACT FEES/ CHANGE OF OCCUPANCY |
| | 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] |
| | |
| | |
