| Date |
Text |
| 2016-02-27 08:28:45 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15090611 |
| | ADD: 4912 S DIXIE |
| | CONT: LEIGHTON MCGINN |
| | TEL: (561)863-4455 |
| | 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. |
| | |
| | 4TH REVIEW |
| | DATE: SAT. FEB. 27/ 2016 |
| | ACTION: DENIED |
| | |
| | NOTE: NEW DESIGN. THE RESPONSE COMMENTS INDICATE THE |
| | PLANNED CONCEPT HAS CHANGED, THE ADDITION OF A |
| | MEZZANINE LEVEL AND WORK WITHIN THE 2ND FLOOR R3 |
| | OCCUPANCY. THE CONTRACTOR HAS NOT SHOWN AN INCREASE IN |
| | SCOPE ON THE APPLICATION NOR HAS THE DOLLAR AMOUNT |
| | INCREASE FOR THE ADDITIONAL WORK!!!!! |
| | |
| | 1-5) COMPLIED |
| | |
| | 6) 2ND REQUEST. THE SHEET A5.1 THE CLEAR STORY WINDOWS |
| | HAVE BEEN REMOVED FROM THE PLANS. ON SHEET A1.1 THE |
| | NORTH CLEAR STORY WINDOWS STILL SHOW ON THE PLANS AS |
| | WELL DOES A NOTE FOR THESE WINDOWS ON THE WEST AND |
| | NORTH FACES OF THE BUILDING. THE STRUCTURAL SHEET S-1 |
| | HAS NOT BEEN UPDATED AND THE CLEAR STORY WINDOWS |
| | REMOVED. 2014 FBC-B TABLE 602 & 705.8.4 |
| | FROM THE PREVIOUS ROUND OF REVIEWS. SHEET LS1 THE CODE |
| | ANALYSIS WILL NEED TO PROVIDE THE TRIBUTARY AREA OF |
| | WALL AREA BEING CONSIDERED, FACING THE NORTH ELEVATION. |
| | IT APPEARS THERE IS APPROXIMATELY 508 SQ. FT. OF WALL |
| | AREA, (DO NOT INCLUDE PARAPET ABOVE THE ROOF LINE). 10% |
| | OF THE WALL WOULD ALLOW 50.8 SQ. FT. OF UNPROTECTED |
| | OPENINGS. FOR ADDITIONAL OPENINGS SEE FBC-B 705.8.4 FOR |
| | MIXED OPENINGS. |
| | 2014 FBC-B TABLE 602 FOR 10 FEET OR LESS REQUIRES A 1 |
| | HOUR FIRE RATED WALL AND PLEASE REVIEW ALLOWABLE |
| | OPENINGS IN TABLE 705.8 PROVIDE THE PERCENTAGE OF |
| | OPENINGS INDICATED IN THE NORTH WALL. |
| | |
| | 7)COMPLIED. THIS DETAIL MAY ALSO BE USED FOR OTHER THAN |
| | THE CLEAR STORY WINDOWS UNDER NEW OPENINGS IN EXISTING |
| | WALLS. |
| | |
| | 8-9) COMPLIED. SHEET A11.0 THE ROOF AND WALL PRESSURES |
| | ARE TAKEN AT 20 FEET PLEASE REVIEW SHEETS A5.0 AND A5.1 |
| | INDICATE THE ROOF HEIGHT AT 22FEET. |
| | |
| | 10) SEMI- COMPLIED. 2010 FBC-B 1609.1.2 PROTECTION OF |
| | OPENINGS, 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA |
| | DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3. |
| | |
| | SUBMITTED PRODUCTS WITH (2) SETS OF PRODUCT APPROVALS |
| | REVIEWED BY DESIGNER OF RECORD: |
| | TRULITE 3000 REGISTER STOREFRONT L.M.I. NOA 14-0203.01 |
| | NANA WALL SL-73 OUTSWING FOLDING DOORS L.M.I. NOA |
| | 15-0226.05 |
| | SCHAUGE LOCK CO. NOA 13-1217.16 |
| | OVERHEAD DOOR CORP. NOA 13-1121.06 |
| | MAXIM INDUSTRIES DCM CURB MOUNT SKYLIGHT NOA 14-0318.01 |
| | TREMCO MODIFIED BITUMEN NOA 11-0301.02 |
| | |
| | SUBMITTED PRODUCT WITH (2) SETS OF PRODUCT APPROVALS |
| | REVIEWED BY DESIGNER OF RECORD: |
| | THYBAR TC-5 STEEL ROOF CURB FOR CARRIER ROOFTOP UNITS |
| | NOA15-0218.11, PLEASE NOTE TECH PAGE 5 OF 5. RESTRAINT |
| | BRACKET QUANTITY IS DETERMINED BY PROJECT SPECIFIC |
| | CALCULATIONS, PERFORMED BY A FLORIDA LICENSED PE OR |
| | FLORIDA REGISTERED ARCHITECT THAT CONSIDER THE UNIQUE |
| | COMBINATION OF THE UNIT SIZE AND APPLICABLE LATERAL AND |
| | UPLIFT PRESSURES FOR EACH JOB. PLEASE PROVIDE |
| | CALCULATION FOR HOW MANY BRACKETS WILL BE NEEDED FOR |
| | EACH TYPE OF UNIT. |
| | 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL |
| | EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO |
| | WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND |
| | PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | |
| | SUBMITTED PRODUCTS WITH (1) SET OF PRODUCT APPROVALS |
| | REVIEWED BY DESIGNER OF RECORD: |
| | FL16132-R1 TM WINDOWS/ CASEMENT |
| | FL16921-R2 PRECESION ALUMINUM PRODUCTS -PRE-ENGINEERED |
| | A/C STANDS |
| | FL16554-R3 YKK AP AMERICA SWINGING EXTERIOR DOOR |
| | ASSEMBLIES |
| | |
| | 11) COMPLIED. REQUIREMENT FOR AT LEAST ONE WINDOW IN |
| | EACH SLEEPING ROOM COMPLY WITH 1029.1 & 1029.2. |
| | |
| | 12-16) COMPLIED. |
| | |
| | 17-18) COMPLIED. 61G15-23.001 / 61G15-23.002(2) FL. |
| | ADMINISTRATIVE CODE. |
| | |
| | 19) COMPLIED. IMPACT FEES. |
| | |
| | 20) NEW COMMENT, THE SHEET S1.0 AND S2.0 DRAWINGS HAVE |
| | NOT BEEN UPDATED TO THE NEW WINDOW AND DOOR LAYOUT. |
| | THEY STILL SHOW THE CLEAR STORY OPENINGS, THE OTHER |
| | ISSUE IS IN THE SOUTHEAST AREA OF THE 2 STORY PORTION |
| | OF THE BUILDING, THE STRUCTURAL SHEETS HAVE NOT BEEN |
| | UPDATED TO REFLECT THE NEW WINDOW AND DOOR LAYOUT ON |
| | THE 1ST AND 2ND FLOOR. DISCREPANCY IN PLANS. 107.2.1.3 |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 21)NEW COMMENT. SHEET A1.6 ROOF TOP PLAN. ON THE NEW |
| | MEZZANINE LEVEL THE PLANS SHOW AN EXTERIOR DOOR THAT |
| | CAN BE USED TO GAIN ACCESS FOR SERVICING AND OR |
| | REPLACEMENT OF ROOF TOP MECHANICAL EQUIPMENT BUT THE |
| | PLANS DO NOT SHOW HOW ACCESS TO THE 2ND STORY ROOF FOR |
| | SERVICING OF THE MECHANICAL ROOF TOP EQUIPMENT. |
| | 2014 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 (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). |
| | PERMANENT LADDERS INSTALLED TO PROVIDE THE REQUIRED |
| | ACCESS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN |
| | CRITERIA: |
| | 1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR |
| | ROOF EDGE NOT LESS THAN 30 INCHES (762 MM). |
| | 2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14 |
| | INCHES (356 MM) ON CENTER. |
| | 3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN |
| | 6-INCHES (152 MM) DEEP. |
| | 4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM) |
| | BETWEEN RAILS. |
| | 5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM) |
| | DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND |
| | (136.1 KG) LOAD. |
| | 6. LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL BE |
| | PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE OF |
| | WITHSTANDING 100 POUNDS PER SQUARE FOOT (488.2 KG/M2). |
| | 7. LADDERS SHALL BE PROTECTED AGAINST CORROSION BY |
| | APPROVED MEANS. CATWALKS INSTALLED TO PROVIDE THE |
| | REQUIRED ACCESS SHALL BE NOT LESS THAN 24-INCHES (610 |
| | MM) WIDE AND SHALL HAVE RAILINGS AS REQUIRED FOR |
| | SERVICE PLATFORMS . |
| | |
| | 22) NEW COMMENT. SHEET A11.0 SHOWS VARIOUS DETAILS FOR |
| | ROOF TOP MECHANICAL EQUIPMENT AND SKYLIGHT ATTACHMENTS |
| | BUT THESE ARE GENERAL DETAILS. THERE ARE NO STRUCTURAL |
| | DETAILS PROVIDING THE SIZE OF MATERIALS, |
| | IF CURBS ARE TO BE WELDED TO STRUCTURAL MEMBERS, SCREED |
| | OR BOLTED. THERE ARE ALSO NO DETAILS OF HOW THE ROOF |
| | TOP A/C UNITS WILL BE ANCHORED. 2014 FBC-M - 301.15 |
| | WIND RESISTANCE. MECHANICAL EQUIPMENT, APPLIANCES AND |
| | SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND |
| | INSTALLED TO RESIST THE WIND PRESSURES DETERMINED IN |
| | ACCORDANCE WITH THE FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 23) 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 |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | DEVELOPMENT SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
| | |
| | MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF |
| | FLORIDA SAVING LIVES AND PROPERTY SINCE 1953 |
| | |
| | |
| | |
| | |
