| Date |
Text |
| 2010-08-26 13:37:22 | BUILDING PLAN REVIEW |
| | PERMIT: 10080396 |
| | ADD: 2100 N FLORIDA MANGO |
| | CONT: TO BE DETERMINED |
| | CONTACT: PBA JOINT VENTURE INC |
| | TEL: (561)689-3745 |
| | |
| | FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| | W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | AUGUST 26/2010 |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) NOTE PAARKING, LANDSCAPE, GENERATORS AND COVERED |
| | PARKING STRUCTURE REQUIRE SEPERATE PERMITS, REVIEWS, |
| | FEES AND APPLICATIONS. |
| | |
| | 2) A/C CONDENSOR PADS AND GENERATOR PADS ARE LOCATED |
| | WITHIN A A-9 FLOOD ZONE REQUIRING A MINIMUM BASE FLOOD |
| | ELEVATION OF 13'-6", TO BE INCLUDED ON THE FINAL |
| | SURVEY. |
| | THE FIRST FLOOR ELEVATION TO BE AT A MINIMUM OF 13'-6" |
| | AND WILL REQUIRE SURVEYS WITH ELEVATION OF THE FIRST |
| | FLOOR LEVEL AT TIME OF FIRST FLOOR SLAB POUR AND AT |
| | FINAL BEFORE A C.C. OR C.O CAN BE ISSUED. |
| | |
| | 3) SHEET LS1 THE SOUTH EXIT STAIR #102 IS WITHIN A 1 |
| | HOUR ENCLOSURE THAT EXITS INTO A UNRATED LOBBY# 100 AND |
| | CONTAINING A ELEVATOR. AS DISCUSSED WITH B O DOUG WISE |
| | THIS CONDITION DOES MEET THE EXCEPTION 1020.1 EXCEPTION |
| | # 8. WE CONTACTED GS&P OFFICE MIKE ROSSIN ABOUT THE |
| | ISSUE OF THE LOBBY STILL REQUIRING A ONE HOUR FIRE |
| | RATING BECAUSE OF IT BEING THE EXIT CORRIDOR FOR THE |
| | LOUGE #112. THE LOUGE HAS AN ASSEMBLY OCCUPANT LOAD OF |
| | GREATER THAN 30 WHICH REQUIRES A 1 HR FIRE RATING PER |
| | TABLE 1017.1. |
| | WHEN WE SPOKE WITH MR. ROSSIN HE SUGESTED THEY WILL |
| | MAKE ONE OF THE TWO WINDOWS INTO THE 2ND EXIT FOR THIS |
| | SPACE ALLOWING THE LOBBY TO REMAIN UNRATED, PLANS WILL |
| | NEED TO BE UPDATED TO REFLECT THIS CHANGE. PLEASE BE |
| | AWARE OF A ONE FOOT ELEVATION CHANGE FROM THE NEW EXIT |
| | LANDING CREATED BY THIS DOORWAY AND SIDEWALK AND THE |
| | ELECTRICAL ROOM 136 LOCATED AT ELEVATION 14.91 NGVD. |
| | SHEET A1.1. |
| | |
| | 4) PLEASE NOTE 11-4.1.3(8)(II) ACCESSIBLE ENTRANCES |
| | MUST BE PROVIDED IN A NUMBER AT LEAST EQUIVALENT TO THE |
| | NUMBER OF EXITS REQUIRED BY THE APPLICABLE BUILDING / |
| | FIRE CODES. |
| | |
| | 5) ANOTHER AREA OF CONCERN IS THE FRONT ENTRY SHEET |
| | A1.1. PLEASE REVIEW THTE CROSS SLOPE, THE AREA JUST IN |
| | FRONT OF THE EGRESS DOORS INDICATES A ELEVATION OF |
| | 15.91 NGVD AND A SECOND ELEVATION OF THE SIDEWALK |
| | 12'-0" AWAY ADJACENT TO THE CURB A ELEVATION OF 15'-41" |
| | OR A GRADE CHANGE OF 6 INCHES IN 12'-0". 11-4.3.7 CROSS |
| | SLOPE ONLY ALLOWS A CROSS SLOPE 0F 1:50. |
| | |
| | 6) SHEET A.20 PORTABLE STAGE DOE NOT INDICATE VERTICAL |
| | ACCESSIBLITY,11-4.1.6(1)(K)(III). |
| | |
| | 7) SHEET A2.1 & A2.2 DORRWAYS LEADING TO EXTERIOR DECKS |
| | INDICATE A CUT SECTION 3/A6.1 WHEN YOU GO THERE IT |
| | REFERES YOU TO DETAIL 8/A3.0 A WALL SECTION , PLEASE |
| | PROVIDE A SECTION THROUGH AT TTHE DOOR FOR ACCESSIBILTY |
| | REQUIREMENTS. PLEASE ALSO INCLUDE WHICH OF THE PRODUCT |
| | APPROVALS THIS WILL BE. 11-4.13.8. |
| | |
| | 8) SHEET A-3.0 THE ROOF PLAN AND DETAILS INDICATE TWO |
| | WALKABLE DECKS WITH ROOF DRAINS & NO OVER FLOWS THE |
| | DETAILS INDICATE THE ROOF DRAIN IS AT ELEVATION 17'-8" |
| | AS WELL AS THE PARAPET WALL WHICH WOULD ALLOW THE WATER |
| | TO OVERFLOW DOWN THE SIDE OF THE WALL. PLEASE SEE FBC-B |
| | 1503.6. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL |
| | BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 MM) |
| | HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON |
| | A ROOF ABOVE ANOTHER ROOF. |
| | |
| | 9) SHEET A-6.1 NOTE UPPER RIGHT HAND CORNER OF PLAN |
| | INDICATES "LIGHT -WEIGHT CONCRETE ON METAL DECK W/ |
| | AVERAGE R-30 VALUE. THE TERM AVERAGE CAN NOT BE USED. |
| | THERE ARE THREE INFORMAL INTERPRETATIONS THROUGH BOAF ( |
| | BUILDING OFFICIALS ASSOCIATION OF FLORIDA THAT ARE |
| | RECOGNIZED THROUGH THE DEPARTMENT OF COMMUNITY AFFAIRS |
| | THAT IS EXPLICITE THE MINIMUM R-VALUE IS TO OCCUR AT |
| | THE ROOF DRAINS NOT A AVERAGE. |
| | SECTION 13-404.1ABCD.1 REPORT 3746 |
| | SECTION 13-404 REPORT 3731 |
| | SECTION 13-404.1.A REPORT 5438 |
| | |
| | 10) SHEET A-6.0 & A-6.1 BOTH HAVE WALL SECTIONS THAT |
| | INDICATE THE USE OF WIRE LATH OVER GRACE ICE/WATER |
| | MEMBRANE, THE CODE INDICATES A CHANGE IN 1404.2.1 |
| | REQUIRING A SEPERATE BOND BREAK BETWEEN THE WATER |
| | RESISTIVE BARRIER AND THE CEMENT PLASTER (STUCCO). |
| | PLEASE REVIEW THE 3 OPTIONS. |
| | |
| | 11) SHEET A-6.4 PLEASE PROVIDE COMPLIANCE WITH 11-4.4.2 |
| | WHEN THERE IS LESS THAN 80 INCHES ( VERTICAL NOMINAL |
| | DIMENSION) HEAD ROOM, A BARRIER TO WARN BLIND OR |
| | VISUALLY - IMPAIRED PERSONS. |
| | |
| | 12) THIS SAME SHEET A-6.4 INDICATES A HANDRAIL AT THE |
| | BOTTOM OF THE STAIR THE HANDRAIL THAT IS NOT ATTACHED |
| | TO THE WALL, THE HORIZONTAL EXTENSION WILL NEED TO WRAP |
| | BACK ONTO ITSELF AS PER 11-4.8.5(6) ENDS OF HANDRAILS |
| | SHALL BE EITHER ROUNDED OR RETURNED SMOOTHLY TO FLOOR, |
| | WALL, OR POST. ALSO SEE 11-4.4.1 PROTRUDING OBJECTS. |
| | |
| | 13) IN NONE OF THE STAIR DETAILS IN A-6.2, A-6.3 & |
| | A-6.4 INDICATE ROOF DRAINS WITHIN THE STAIRWELL, THE |
| | PLUMBING PLANS INDICATE A 3" RAIN WATER PIPE. THE |
| | ARCHITECTURAL SHEETS INDICATE A LAY IN CEILING SYSTEM. |
| | FBC-B 1020.1.2 PENETRATIONS INTO THE STAIRWELL CAN ONLY |
| | WHAT IS REQUIRED FOR THE STAIRWELL. PLEASE PROVIDE |
| | DOCUMENTATION THAT THE LAY IN CEILING WILL HAVE A 1 |
| | HOUR FIRE RATING, PROVIDE MANUFACTURERS SPEC ON THE |
| | CEILING TILE AND GRID SYSTEM FOR RATING. |
| | |
| | 14) PRODUCT APPROVAL: YKK "#%" ALUMINUM OUTSWING |
| | ENTRANCE DOOR NOA 09-0518.09 PLEASE CIRCLE TYPE OF |
| | GLASS TO BE INSTALLED, NOTE DESIGN PRESSURES TO BE |
| | DIVIDED BY 1.33. |
| | |
| | 15) PRODUCT APPROVAL SIPLAST NOA 09-0901.14 PLEASE |
| | PROVIDE WHICH SUB-SYSTEM IS TO BE INSTALLED ON THE |
| | ROOF, PLEASE ALSO BE AWARRE OF LIMITATIONS WITHIN EACH |
| | SUB-SYSTEM. |
| | LIMITATION #7 INDICATES ENHANCED FASTENING CAN OCCUR |
| | USING RAS 117 BY DESIGN PROFESSIONAL. |
| | LIMITATION #9 THE MAXIMUM DESIGN PRESSURES INDICATED |
| | ARE FOR ALL ROOF ZONES, NO ENHANCED FASTENING ALLOWED. |
| | |
| | 16) 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. |
| | |
| | INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & 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. |
| | |
| | STARTING AUGUST 21, 2009, THE CONSTRUCTION SERVICES |
| | DEPARTMENT WILL BE CLOSED ON FRIDAYS UNTIL FURTHER |
| | NOTICE. |
| | |
| | OPENING HOURS MONDAY - THURSDAY WILL REMAIN AT 8:00 AM |
| | - 5:00 PM. |
| | |
| | JIM WITMER C. B. O. |
| | COMMERCIAL COMBINATION PLAN REVIEW |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | E-MAIL: [email protected] |
| | |
| | PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE |
| | CUSTOMER SERVICE SURVEY AT: |
| | WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES |
| | |
| | CONSTRUCTION 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 |
| | |
| | |
