| Date |
Text |
| 2016-04-12 15:57:42 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16040056 |
| | ADD: 610 CLEMATIS ST. # 106 |
| | CONT: PRETI CONSTRUCTION |
| | TEL: 561-840-9949 |
| | 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. APRIL 12/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A-1: |
| | 1A) INDICATES THE REPLACEMENT OF THE FRONT ENTRY DOOR |
| | NO PRODUCT APPROVAL WAS SUBMITTED. 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. |
| | |
| | 1B) 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. |
| | |
| | 1C) THE EXISTING STAIR TO THE LOFT AREA SHOWS A NEW |
| | CLOSET AND WOOD FULL LOUVER DOOR. PLEASE SEE 2014 |
| | 1009.9.4 ENCLOSURES UNDER EXTERIOR STAIRWAYS. THERE |
| | SHALL BE NO ENCLOSED USABLE SPACE UNDER EXTERIOR EXIT |
| | STAIRWAYS UNLESS THE SPACE IS COMPLETELY ENCLOSED IN |
| | 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION. THE OPEN |
| | SPACE UNDER EXTERIOR STAIRWAYS SHALL NOT BE USED FOR |
| | ANY PURPOSE. |
| | |
| | 1D) 1ST FLOOR NEW ACCESSIBLE RESTROOM SHOWS THE GRAB |
| | BAR ON THE SIDE OF THE WATER CLOSET ON THE FIRE RATED |
| | WALL. THE PLANS DO NOT INDICATE COMPLIANCE WITH 2014 |
| | FBC-ACCESS. CODE 609.8 STRUCTURAL STRENGTH. ALLOWABLE |
| | STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN |
| | A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED |
| | AT ANY POINT ON THE GRAB BAR, FASTENER, MOUNTING |
| | DEVICE, OR SUPPORTING STRUCTURE. |
| | |
| | 1E) SHEET A-1 HAS NOT GIVEN ANY DETAILS FOR THE HEIGHT |
| | OF THE WORK AREA COUNTERS. PLEASE PROVIDE COMPLIANCE |
| | WITH: 2014 FBC-ACCESS. CODE 902.3 HEIGHT. THE TOPS OF |
| | WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES |
| | MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. |
| | |
| | 1F) PLEASE PROVIDE A DETAIL OF THE EXTERIOR OF THE |
| | BUILDING, SHOWING HOW COMPLIANCE WITH VERTICAL |
| | ACCESSIBILITY FROM THE CITY SIDEWALK TO THE FRONT ENTRY |
| | IS GOING TO BE ACHIEVED , THERE APPEARS TO BE 3 STEPS |
| | BEFORE ONE GAINS ENTRY TO THE INTERIOR OF THE TENANT |
| | SPACE. 2014 FBC-ACCESSIBILITY CODE 201.1.1. VERTICAL |
| | ACCESSIBILITY. PLEASE NOTE THIS UNIT WAS ORIGINALLY |
| | DESIGNED UNDER THE FAIR HOUSING CODE AND THE INTERIOR |
| | DOOR FROM THE CORRIDOR WAS ABLE TO BE CONSIDERED THE |
| | PRIMARY DOOR SINCE THE OCCUPANT WOULD BE GAINING ENTRY |
| | FROM THE GARAGE. BUILDING PERMITTED UNDER PERMIT |
| | 03031778. |
| | |
| | 1G) PLEASE NOTE DOOR # 10 IS INDICATED TO BE A 2'-6" |
| | DOOR. 2014 FBC-ACCESS. CODE 404.2.3 CLEAR WIDTH. |
| | MINIMUM OF 32 INCHES CLEAR WIDTH. |
| | |
| | 1H) PLEASE NOTE THE WAY THE PLANS ARE SHOWN ON THE |
| | MEZZANINE LEVEL THE NEW WALL BLOCKS OFF THE HANDRAIL |
| | AND DECREASES THE WIDTH OF THE STAIR TO ALLOW THE |
| | CONTINUATION OF THE HANDRAIL. PLEASE SHOW COMPLIANCE |
| | WITH: |
| | 2014 FBC-B 1012.4 CONTINUITY. HANDRAIL GRIPPING |
| | SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY |
| | NEWEL POSTS OR OTHER OBSTRUCTIONS. |
| | 1012.7 CLEARANCE. CLEAR SPACE BETWEEN A HANDRAIL AND A |
| | WALL OR OTHER SURFACE SHALL BE A MINIMUM OF 11/2 INCHES |
| | (38 MM). A HANDRAIL AND A WALL OR OTHER SURFACE |
| | ADJACENT TO THE HANDRAIL SHALL BE FREE OF ANY SHARP OR |
| | ABRASIVE ELEMENTS. |
| | |
| | 1I) PLEASE PROVIDE A DETAIL SHOWING THE GLASS GUARDRAIL |
| | AND HANRAIL INCORPORATED INTO THE SYSTEM. SHOW |
| | COMPLIANCE WITH: |
| | 2014 FBC-B 1012.2 HEIGHT. HANDRAIL HEIGHT, MEASURED |
| | ABOVE STAIR TREAD NOSINGS, OR FINISH SURFACE OF RAMP |
| | SLOPE, SHALL BE UNIFORM, NOT LESS THAN 34 INCHES (864 |
| | MM) AND NOT MORE THAN 38 INCHES (965 MM). HANDRAIL |
| | HEIGHT OF ALTERNATING TREAD DEVICES AND SHIP LADDERS, |
| | MEASURED ABOVE TREAD NOSINGS, SHALL BE UNIFORM, NOT |
| | LESS THAN 30 INCHES (762 MM) AND NOT MORE THAN 34 |
| | INCHES (864 MM). |
| | |
| | 1012.3 HANDRAIL GRASPABILITY. ALL REQUIRED HANDRAILS |
| | SHALL COMPLY WITH SECTION 1012.3.1 OR SHALL PROVIDE |
| | EQUIVALENT GRASPABILITY. |
| | |
| | 1J) GUARDRAILS ARE TO COMPLY WITH2014 FBC-B: |
| | |
| | 1013.2.1 GLAZING. WHERE GLASS IS USED TO PROVIDE A |
| | GUARD OR AS A PORTION OF THE GUARD SYSTEM, THE GUARD |
| | SHALL ALSO COMPLY WITH SECTION 2407. WHERE THE GLAZING |
| | PROVIDED DOES NOT MEET THE STRENGTH AND ATTACHMENT |
| | REQUIREMENTS OF SECTION 1607.8, COMPLYING GUARDS SHALL |
| | ALSO BE LOCATED ALONG GLAZED SIDES OF OPEN-SIDED |
| | WALKING SURFACES. |
| | |
| | 1013.3 HEIGHT. REQUIRED GUARDS SHALL NOT BE LESS THAN |
| | 42 INCHES (1067 MM) HIGH, MEASURED VERTICALLY AS |
| | FOLLOWS: |
| | 1. FROM THE ADJACENT WALKING SURFACES; |
| | 2. ON STAIRS, FROM THE LINE CONNECTING THE LEADING |
| | EDGES OF THE TREAD NOSINGS |
| | |
| | 1607.8.1 HANDRAILS AND GUARDS. HANDRAILS AND GUARDS |
| | SHALL BE DESIGNED TO RESIST A LINEAR LOAD OF 50 POUNDS |
| | PER LINEAR FOOT (PLF) (0.73 KN/M) IN ACCORDANCE WITH |
| | SECTION 4.5.1 OF ASCE 7. GLASS HANDRAIL ASSEMBLIES AND |
| | GUARDS SHALL ALSO COMPLY WITH SECTION 2407. |
| | |
| | 1607.8.1.1 CONCENTRATED LOAD. HANDRAILS AND GUARDS |
| | SHALL ALSO BE DESIGNED TO RESIST A CONCENTRATED LOAD OF |
| | 200 POUNDS (0.89 KN) IN ACCORDANCE WITH SECTION 4.5.1 |
| | OF ASCE 7. |
| | |
| | 2406.4.4 GLAZING IN GUARDS AND RAILINGS. GLAZING IN |
| | GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER |
| | PANELS AND NONSTRUCTURAL IN-FILL PANELS, REGARDLESS OF |
| | AREA OR HEIGHT ABOVE A WALKING SURFACE SHALL BE |
| | CONSIDERED A HAZARDOUS LOCATION. |
| | |
| | |
| | SECTION 2407 GLASS IN HANDRAILS AND GUARDS |
| | |
| | 2407.1 MATERIALS. |
| | GLASS USED AS A HANDRAIL ASSEMBLY OR A GUARD SECTION |
| | SHALL BE CONSTRUCTED OF EITHER SINGLE FULLY TEMPERED |
| | GLASS, LAMINATED FULLY TEMPERED GLASS OR LAMINATED |
| | HEATSTRENGTHENED GLASS. GLAZING IN RAILING IN-FILL |
| | PANELS SHALL BE OF AN APPROVED SAFETY GLAZING MATERIAL |
| | THAT CONFORMS TO THE PROVISIONS OF SECTION 2406.1.1. |
| | FOR ALL GLAZING TYPES, THE MINIMUM NOMINAL THICKNESS |
| | SHALL BE 1/4 INCH (6.4 MM). FULLY TEMPERED GLASS AND |
| | LAMINATED GLASS SHALL COMPLY WITH CATEGORY II OF CPSC |
| | 16 CFR PART 1201 OR CLASS A OF ANSI Z97.1. |
| | |
| | 2407.1.1 LOADS. |
| | THE PANELS AND THEIR SUPPORT SYSTEM SHALL BE DESIGNED |
| | TO WITHSTAND THE LOADS SPECIFIED IN SECTION 1607.8. A |
| | SAFETY FACTOR OF FOUR SHALL BE USED. |
| | |
| | 2407.1.2 SUPPORT. |
| | EACH HANDRAIL OR GUARD SECTION SHALL BE SUPPORTED BY A |
| | MINIMUM OF THREE GLASS BALUSTERS OR SHALL BE OTHERWISE |
| | SUPPORTED TO REMAIN IN PLACE SHOULD ONE BALUSTER PANEL |
| | FAIL. GLASS BALUSTERS SHALL NOT BE INSTALLED WITHOUT AN |
| | ATTACHED HANDRAIL OR GUARD. |
| | |
| | EXCEPTION: A TOP RAIL SHALL NOT BE REQUIRED WHERE THE |
| | GLASS BALUSTERS ARE LAMINATED GLASS WITH TWO OR MORE |
| | GLASS PLIES OF EQUAL THICKNESS AND THE SAME GLASS TYPE |
| | WHEN APPROVED BY THE BUILDING OFFICIAL. THE PANELS |
| | SHALL BE DESIGNED TO WITHSTAND THE LOADS SPECIFIED IN |
| | SECTION 1607.8. |
| | |
| | 1K) MEZZANINE LEVEL SHOWS WHAT APPEARS TO BE A SHOWER, |
| | PLEASE PROVIDE AN ACCESSIBLE SHOWER. THE CODE MAY NOT |
| | REQUIRE VERTICAL ACCESSIBLITY BUT IT DOES REQUIRE AN |
| | ACCESSIBLE SHOWER: |
| | |
| | 2014 FBC-ACCESSIBILITY CODE 213.3.6 BATHING FACILITIES. |
| | WHERE SHOWERS ARE PROVIDED, AT LEAST ONE SHOWER |
| | COMPLYING WITH 608 SHALL BE PROVIDED. SEE THE |
| | REQUIREMENTS FOR 608.2 TRANSFER TYPE SHOWER |
| | COMPARTMENTS. |
| | |
| | 2) SHEET A-2 SHOWS UNDER THE WIND DESIGN THIS BUILDING |
| | BEING CONSIDERED A HIGHRISE. UNDER THE COMPONENTS AND |
| | CLADDING THE MEAN ROOF HEIGHT IS 40 FEET? PLEASE |
| | EXPLAIN HOW THE MEAN ROOF HEIGHT CAN BE 40 FT? THE |
| | OTHER ISSUE THE PRESSURES GIVEN DO NOT STATE IF THE |
| | PRESSURES GIVEN ARE IN VULT OR VASD? 107.2.1.3 |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 3) PLEASE BE AWARE THIS IS A CHANGE OF OCCUPANCY |
| | FORTHIS UNIT. THERE HAD BEEN A PERMIT ISSUED BUT NO |
| | WORK EVER TAKE PLACE, NO INSPECTIONS, THE PERMIT WAS |
| | VOIDED AT THE CONTRACTORS REQUEST. 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. |
| | |
| | 4) 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. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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