| Date |
Text |
| 2018-03-27 14:15:01 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 18021224 |
| | ADD: 425 KANUGA RD. |
| | CONT: PERK CONSTRUCTION |
| | TEL: 561-401-5984 |
| | E-MAIL: [email protected] |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW |
| | CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES |
| | SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: TUES. MARCH 27/2018 |
| | ACTION: DENIED |
| | |
| | 1) SHEET 006-LS2.1: |
| | 1A) UNDER THE CODE ANALYSIS THE PLANS INDICATE THIS IS |
| | A LEVEL 3 ALTERATION. PLEASE NOTE THIS BUILDING IS A |
| | MIXED USE OCCUPANCY AS STATED IN THE PLANS AND WILL |
| | ALSO NEED TO SHOW COMPLIANCE WITH THE 2017 EXISTING |
| | BUILDING CODE SECTION 1001.2.2.1 PARTIAL CHANGE OF |
| | OCCUPANCY. WHERE THE OCCUPANCY CLASSIFICATION OR GROUP |
| | OF A PORTION OF AN EXISTING BUILDING IS CHANGED, |
| | SECTION 1012 SHALL APPLY. |
| | |
| | 1B) 2017 EXIST. BLDG. CODE 1012.4 MEANS OF EGRESS, |
| | GENERAL. HAZARD CATEGORIES IN REGARD TO LIFE SAFETY AND |
| | MEANS OF EGRESS SHALL BE IN ACCORDANCE WITH TABLE |
| | 1012.4. |
| | |
| | 1012.4.1 MEANS OF EGRESS FOR CHANGE TO HIGHER HAZARD |
| | CATEGORY. WHEN A CHANGE OF OCCUPANCY CLASSIFICATION IS |
| | MADE TO A HIGHER HAZARD CATEGORY (LOWER NUMBER) AS |
| | SHOWN IN TABLE 1012.4, THE MEANS OF EGRESS SHALL COMPLY |
| | WITH THE REQUIREMENTS OF CHAPTER 10 OF THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | |
| | FOR THE A-2 OCCUPANCY THE OCCUPANT LOAD IS OVER 50 |
| | WHICH REQUIRE (2) MEANS OF EGRESS. EVEN THOUGH THIS IS |
| | A MIXED OCCUPANCY NON-SEPARATED YOU CANNOT TAKE THE A2 |
| | OCCUPANTS INTO THE HIGHER HAZARD F2 OCCUPANCY. PLEASE |
| | REVIEW 2017 FBC-B SECTION 1016.2 EGRESS THROUGH |
| | INTERVENING SPACES. |
| | EXCEPTION: MEANS OF EGRESS ARE NOT PROHIBITED THROUGH |
| | ADJOINING OR INTERVENING ROOMS OR SPACES IN GROUP H, S |
| | OR F OCCUPANCY WHERE THE ADJOINING OR INTERVENING ROOMS |
| | OR SPACES ARE THE SAME OR A LESSER HAZARD OCCUPANCY |
| | GROUP. |
| | PLEASE PROVIDE THE 2ND MEANS OF EGRESS FOR THE A-2 |
| | OCCUPANCY WITHOUT GOING THROUGH THE F-2 OCCUPANCY. |
| | |
| | 1C) THE LS2.1 SHEET UNDER THE HEADING MINIMUM NUMBER OF |
| | EXITS ALSO INDICATES 50% OF THE EXITS ARE ACCESSIBLE. |
| | 2017 EXISTING BUILDING CODE SECTION 1012.1.4 |
| | ACCESSIBILITY. ALL BUILDINGS UNDERGOING A CHANGE OF |
| | OCCUPANCY CLASSIFICATION SHALL COMPLY WITH SECTION |
| | 1012.8. 1012.8 ACCESSIBILITY. EXISTING BUILDINGS THAT |
| | UNDERGO A CHANGE OF GROUP OR OCCUPANCY CLASSIFICATION |
| | SHALL COMPLY WITH THE PROVISIONS OF THE FLORIDA |
| | BUILDING CODE, ACCESSIBILITY. |
| | 2017 FBC-ACCESSIBILITY CODE. 206.4.1 PUBLIC ENTRANCES. |
| | (DOORWAYS). IN ADDITION TO ENTRANCES REQUIRED BY |
| | 206.4.2 THROUGH 206.4.9, AT LEAST 60 PERCENT (2 X 0.60 |
| | = 1.2 OR 2) OF ALL PUBLIC ENTRANCES SHALL COMPLY WITH |
| | 404. BARRIERS AT COMMON OR EMERGENCY ENTRANCES AND |
| | EXITS OF BUSINESS ESTABLISHMENTS CONDUCTING BUSINESS |
| | WITH THE GENERAL PUBLIC THAT ARE EXISTING, UNDER |
| | CONSTRUCTION, OR UNDER CONTRACT FOR CONSTRUCTION WHICH |
| | WOULD PREVENT A PERSON FROM USING SUCH ENTRANCES OR |
| | EXITS SHALL BE REMOVED. PLEASE SHOW WHERE THE 2ND |
| | ACCESSIBLE MEANS OF EGRESS WILL BE LOCATED AND NOT IN |
| | THE F-2 OCCUPANCY. |
| | |
| | 1D) THE LS2.1 SHEET UNDER THE CODE ANALYSIS/ TOTAL |
| | NUMBER OF OCCUPANTS NEEDS TO CORRECT THE A-2 OCCUPANT |
| | LOAD. 1,578 SQ. FT. / 15 = 105.2 OR 106 OCCUPANT LOAD, |
| | YOU ALWAYS ROUND UP ON OCCUPANTS TO THE NEXT WHOLE |
| | NUMBER. FBC-B TABLE 1004.1.2. |
| | |
| | 1E) SHEET LS2.1 UNDER THE HEADING FIRE RESISTANCE |
| | RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON |
| | SEPARATION DISTANCE (TABLE 602). PLEASE PROVIDE A |
| | SURVEY SHOWING THE DISTANCE FROM BOTH THE REAR WALL AND |
| | WALL CLOSEST TO THE RAILROAD TRACKS. |
| | 2017 EXISTING BUILDING CODE 1012.6 EXTERIOR WALL |
| | FIRE-RESISTANCE RATINGS. HAZARD CATEGORIES IN REGARD TO |
| | FIRE-RESISTANCE RATINGS OF EXTERIOR WALLS SHALL BE IN |
| | ACCORDANCE WITH TABLE 1012.6. |
| | 1012.6.1 EXTERIOR WALL RATING FOR CHANGE OF OCCUPANCY |
| | CLASSIFICATION TO A HIGHER HAZARD CATEGORY. |
| | WHEN A CHANGE OF OCCUPANCY CLASSIFICATION IS MADE TO A |
| | HIGHER HAZARD CATEGORY AS SHOWN IN TABLE 1012.6, |
| | EXTERIOR WALLS SHALL HAVE FIRE RESISTANCE AND EXTERIOR |
| | OPENING PROTECTIVES AS REQUIRED BY THE FLORIDA BUILDING |
| | CODE, BUILDING. |
| | |
| | 1F) SHEET LS2.1 SHOW COMPLIANCE WITH: 2017 EXISTING |
| | BUILDING CODE SECTION 1012.6.3 OPENING PROTECTIVES. |
| | OPENINGS IN EXTERIOR WALLS SHALL BE PROTECTED AS |
| | REQUIRED BY THE FLORIDA BUILDING CODE, BUILDING. WHERE |
| | OPENINGS IN THE EXTERIOR WALLS ARE REQUIRED TO BE |
| | PROTECTED BECAUSE OF THEIR DISTANCE FROM THE LOT LINE, |
| | THE SUM OF THE AREA OF SUCH OPENINGS SHALL NOT EXCEED |
| | 50 PERCENT OF THE TOTAL AREA OF THE WALL IN EACH STORY. |
| | 2017 FBC-B TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL |
| | OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE |
| | OF OPENING PROTECTION. |
| | |
| | 1G) THE LS2.1 SHEET SHOWS THE PROPOSED EXITS, BUT DOES |
| | NOT PROVIDE COMPLIANCE WITH 2017 FBC-B SECTION 1028.5 |
| | ACCESS TO A PUBLIC WAY. THE EXIT DISCHARGE SHALL |
| | PROVIDE A DIRECT AND UNOBSTRUCTED ACCESS TO A PUBLIC |
| | WAY. |
| | |
| | 1H) THE LS2.1 SHEET INDICATES THE USE OF A LIFT. PLEASE |
| | PROVIDE THE ASME STANDARD THIS LIFT IS TO BE DESIGNED |
| | TOO? PLEASE ALSO PROVIDE THE MANUFACTURES SPEC ON THIS |
| | LIFT. |
| | 2017 ACCESSIBILITY CODE SECTIONS: |
| | 408.1 LIMITED-USE/LIMITED-APPLICATION ELEVATORS SHALL |
| | COMPLY WITH 408 AND WITH ASME A17.1 (INCORPORATED BY |
| | REFERENCE, SEE ?REFERENCED STANDARDS? IN CHAPTER 1). |
| | THEY SHALL BE PASSENGER ELEVATORS AS CLASSIFIED BY ASME |
| | A17.1. ELEVATOR OPERATION SHALL BE AUTOMATIC. |
| | 410.1. PLATFORM LIFTS SHALL COMPLY WITH ASME A18.1 |
| | (1999 EDITION OR 2003 EDITION) (INCORPORATED BY |
| | REFERENCE, SEE ?REFERENCED STANDARDS? IN CHAPTER 1). |
| | PLATFORM LIFTS SHALL NOT BE ATTENDANT-OPERATED AND |
| | SHALL PROVIDE UNASSISTED ENTRY AND EXIT FROM THE LIFT. |
| | |
| | 1I) THE LS2.1 SHEET WILL NEED TO HAVE MORE EXIT |
| | DIRECTIONAL LIGHT TO COMPLY WITH THE 2017 FBC-B 1013.1. |
| | WHERE REQUIRED. THE PATH OF EGRESS TRAVEL TO EXITS AND |
| | WITHIN EXITS SHALL BE MARKED BY READILY VISIBLE EXIT |
| | SIGNS TO CLEARLY INDICATE THE DIRECTION OF EGRESS |
| | TRAVEL IN CASES WHERE THE EXIT OR THE PATH OF EGRESS |
| | TRAVEL IS NOT IMMEDIATELY VISIBLE TO THE OCCUPANTS. |
| | INTERVENING MEANS OF EGRESS DOORS WITHIN EXITS SHALL BE |
| | MARKED BY EXIT SIGNS. EXIT SIGN PLACEMENT SHALL BE SUCH |
| | THAT NO POINT IN AN EXIT ACCESS CORRIDOR OR EXIT |
| | PASSAGEWAY IS MORE THAN 100 FEET (30 480 MM) OR THE |
| | LISTED VIEWING DISTANCE FOR THE SIGN, WHICHEVER IS |
| | LESS, FROM THE NEAREST VISIBLE EXIT SIGN. |
| | |
| | 2) THE LIFE SAFETY SHEET LS2.1 DOES NOT SHOW COMPLIANCE |
| | WITH THE 2014 FBC-ACCESSIBILITY CODE; |
| | 2A) 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. |
| | |
| | 2B) 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. |
| | |
| | 2C) 206.2.5 206.2.5 RESTAURANTS AND CAFETERIAS. IN |
| | RESTAURANTS AND CAFETERIAS, AN ACCESSIBLE ROUTE SHALL |
| | BE PROVIDED TO ALL DINING AREAS, AND BARS INCLUDING |
| | RAISED OR SUNKEN DINING AREAS, AND OUTDOOR DINING |
| | AREAS. |
| | |
| | 2D) 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 MINIMUM AND 34 INCHES |
| | MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. |
| | |
| | 3) SHEET 003-A2. |
| | 3A) IN THE BOTTOM RIGHT OF THE SHEET THERE IS A NEW |
| | STAIRS. SHEET 004 A2.2 DETAIL 4 IS OF THE STAIRS AND |
| | GUARD/HAND RAIL SYSTEMS. THE PLANS ARE SILENT AS TO THE |
| | TYPE OF FRAMING THAT IS ANCHORED TO THE FLOOR AND THE |
| | TYPE OF ANCHORS, SIZE AND QUANTITY OF ANCHORS FOR THE |
| | FLOOR FRAMING AND WALL FRAMING THE STAIRS ARE ANCHORED |
| | TOO? 107.2.1.3. ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 3B) IN THE BOTTOM RIGHT OF THE SHEET THERE IS A NEW |
| | STAIRS. SHEET 004 A2.2 DETAIL 4 IS OF THE STAIRS AND |
| | GUARD/HAND RAIL SYSTEMS. THE PLANS ARE SILENT AS TO THE |
| | TYPE OF MATERIAL THE GUARDRAIL AND HANDRAIL SYSTEMS ARE |
| | MADE. THE PLANS DO NOT INDICATE HOW THEY ARE ANCHORED |
| | TO THE FLOOR? |
| | |
| | 3B)(1)1607.8.1 HANDRAILS AND GUARDS. HANDRAILS AND |
| | GUARDS SHALL BE DESIGNED TO RESIST A LINEAR LOAD OF 50 |
| | POUNDS PER LINEAR FOOT (PLF) IN ACCORDANCE WITH SECTION |
| | 4.5.1 OF ASCE 7. |
| | |
| | 3B)(2) 1607.8.1.1 CONCENTRATED LOAD. HANDRAILS AND |
| | GUARDS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD |
| | OF 200 POUNDS IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE |
| | 7. |
| | |
| | 3B)(3) 1607.8.1.2 INTERMEDIATE RAILS. INTERMEDIATE |
| | RAILS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND |
| | PANEL FILLERS SHALL BE DESIGNED TO RESIST A |
| | CONCENTRATED LOAD OF 50 POUNDS IN ACCORDANCE WITH |
| | SECTION 4.5.1 OF ASCE 7. |
| | |
| | 4) SHEET 033A2.1 INDICATES THE USE OF OVERHEAD DOORS |
| | WITH GLASS PANELS IDENTIFIED AS DOOR # 2. PLEASE SHOW |
| | COMPLIANCE WITH 2017 FBC-B 2405.2 ALLOWABLE GLAZING |
| | MATERIALS AND LIMITATIONS. SLOPED GLAZING SHALL BE ANY |
| | OF THE FOLLOWING MATERIALS, SUBJECT TO THE LISTED |
| | LIMITATIONS. |
| | 4.1.FOR MONOLITHIC GLAZING SYSTEMS, THE GLAZING |
| | MATERIAL OF THE SINGLE LIGHT OR LAYER SHALL BE |
| | LAMINATED GLASS WITH A MINIMUM 30-MIL (0.76 MM) |
| | POLYVINYL BUTYRAL (OR EQUIVALENT) INTERLAYER, WIRED |
| | GLASS, LIGHT-TRANSMITTING PLASTIC MATERIALS MEETING THE |
| | REQUIREMENTS OF SECTION 2607, HEAT-STRENGTHENED GLASS |
| | OR FULLY TEMPERED GLASS. |
| | |
| | |
| | 4.2. FOR MULTIPLE-LAYER GLAZING SYSTEMS, EACH LIGHT OR |
| | LAYER SHALL CONSIST OF ANY OF THE GLAZING MATERIALS |
| | SPECIFIED IN ITEM 1 ABOVE. |
| | ANNEALED GLASS IS PERMITTED TO BE USED AS SPECIFIED IN |
| | EXCEPTIONS 2 AND 3 OF SECTION 2405.3. |
| | FOR ADDITIONAL REQUIREMENTS FOR PLASTIC SKYLIGHTS, SEE |
| | SECTION 2610. GLASS-BLOCK CONSTRUCTION SHALL CONFORM TO |
| | THE REQUIREMENTS OF SECTION 2110.1. |
| | |
| | THE SUBMITTED PRODUCT APPROVAL FL 16549-R9 IS FOR A |
| | CLOPAY OVERHEAD GARAGE DOOR. |
| | SHEET 2 OF 7 IDENTIFY WHICH MODEL, NUMBER AND NAME OF |
| | DOOR TO BE INSTALLED. |
| | SHEET 3 OF 7. PLEASE IDENTIFY THE BRAND AND IF THE DOOR |
| | IS MODERN STEEL OR COMMERCIAL DOORS, IDENTIFY THE SIZE |
| | OF PANEL FOR THE IMPACT RESISTANT GLAZING. ALSO |
| | IDENTIFY BOTTOM CENTER GLAZING PATTERN TO BE INSTALLED. |
| | SHEET 2 OF 5 DWG. B. IMPACT RESISTANT CONSTRUCTION |
| | PLEASE IDENTIFY THE TYPE OF GLAZING TO BE INSTALLED TO |
| | MEET THE WIND LOAD TESTING AND SAFETY GLAZING |
| | REQUIREMENTS OF FBC-B 2405.2 AND OR 2606. |
| | |
| | 5) SHEET 005A2.3 EXTERIOR ELEVATIONS; |
| | 5A) THE ENGINEERING CRITERIA LIST THE WIND EXPOSURE AS |
| | AN EXPOSURE B. THE VULT AND VASD WIND SPEEDS ARE BOTH |
| | EXPRESSED, BUT THE PRESSURES GIVEN DO NOT STATE IF THEY |
| | ARE IN VULT OR VASD? 107.2.1.3 ADDITIONAL INFORMATION |
| | IS REQUIRED. |
| | |
| | 5B) THE SOUTH ELEVATION SHOWS THE NEW STOREFRONT ENTRY |
| | WITH TRANSOM, SIDE LIGHTS, BOTH VERTICAL AND HORIZONTAL |
| | MULLIONS AND STOREFRONT DOORS. PLEASE PROVIDE |
| | DOCUMENTATION OF CODE COMPLIANCE WITH: |
| | |
| | 2017 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 |
| | (B) WINDOWS & MULLIONS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP |
| | VENTILATORS |
| | |
| | 5C) 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 SIZE, LENGTH IF UNREINFORCED OR REINFORCED |
| | 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. |
| | |
| | 5D) 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. |
| | |
| | 5E) MULTICERAMICS EZ ROOF SYSTEM IS A |
| | CONTINUOUS-FILAMENT, SINGLE-PLY, FLUID APPLIED ROOFING |
| | SYSTEM. PLEASE PROVIDE COMPLIANCE WITH 2017 FBC-B |
| | 1507.15 LIQUID-APPLIED ROOFING. THE INSTALLATION OF |
| | LIQUID-APPLIED ROOFING SHALL COMPLY WITH THE PROVISIONS |
| | OF THIS SECTION. |
| | |
| | 5E)(1)1507.15.1 SLOPE. LIQUID-APPLIED ROOFING SHALL |
| | HAVE A DESIGN SLOPE OF NOT LESS THAN ONE-FOURTH UNIT |
| | VERTICAL IN 12 UNITS HORIZONTAL (2-PERCENT SLOPE). |
| | |
| | 5E)(2) 1507.15.2 MATERIAL STANDARDS. LIQUID-APPLIED |
| | ROOFING SHALL COMPLY WITH ASTM C836, ASTM C957, ASTM |
| | D1227 OR ASTM D3468, ASTM D6083, ASTM D6694 OR ASTM |
| | D6947. |
| | |
| | 5F) W. P. B. 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.. |
| | |
| | 6) BOTH THE LIFE SAFETY SHEET AND 003A2.1 SHOW THE |
| | BREWHOUSE ON THE THICKENED SLAB, BUT NO OTHER |
| | INFORMATION IS GIVEN TO THE PLATFORM, LANDING GUARDRAIL |
| | NOR HANDRAIL. |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. |
| | 107.3.5.1 COMMERCIAL BUILDINGS: |
| | 107.3.5.1.1 BUILDING |
| | 7. OCCUPANCY LOAD/EGRESS REQUIREMENTS SHALL INCLUDE: |
| | CONSTRUCTION / STRUCTURAL REQUIREMENTS FOR : |
| | PLATFORMS SHOW COMPLIANCE WITH FBC-B 410.4. |
| | STAIRS FBC-B 1011.7 STAIRWAY CONSTRUCTION / LIVE LOADS |
| | TABLE 1607.1. |
| | GUARDRAILS / HANDRAILS |
| | 1607.8.1HANDRAILS AND GUARDS. |
| | 1607.8.1.1 CONCENTRATED LOAD. |
| | 1607.8.1.2 INTERMEDIATE RAILS. |
| | |
| | 7) 004A2.2 DETAILS 2 & 3 HAVE PROVIDED THE HORIZONTAL |
| | DISTANCES APART BUT THE DETAILS DO NOT PROVIDE THE |
| | REQUIRED HEIGHT FOR THE ACCESSIBLE ELEMENTS; |
| | WATER CLOSET |
| | GRAB BARS |
| | SINK |
| | URINAL |
| | MIRROR |
| | 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED TO |
| | DETERMINE CODE COMPLIANCE. |
| | |
| | 8) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT |
| | FEES MUST BE PAID TO PALM BEACH COUNTY. ONE SET OF |
| | PLANS WILL HAVE TO BE TAKEN (BY THE CONTRACTOR OR |
| | REPRESENTATIVE) TO THE PALM BEACH COUNTY IMPACT FEE |
| | OFFICE LOCATED AT 2300 N. JOG RD. ROOMS 2W01-2W14 WEST |
| | PALM BEACH, FL. 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. |
| | |
| | 9) 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 OF THE PLANS COULD NOT HAPPEN SINCE |
| | THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED |
| | DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE |
| | MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS |
| | AND INFORMATION LACKING UNDER THE PRIOR REVIEW. |
| | JAMES A. WITMER BN, PX, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT |
| | 401 CLEMATIS ST. |
| | WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | , |
| | |
