| Date |
Text |
| 2010-03-15 17:07:21 | BUILDING PLAN REVIEW |
| | PERMIT: 09110104 |
| | ADD: 1320 N TAMARIND AVE |
| | CONT: GENERAL ENGINEERING DEVELOPMENT & CONSTRUCTION |
| | CORP |
| | TEL: (561)509-4000 |
| | |
| | FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| | W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) SHEET 5 DETAIL A INDICATES A ROOF FRAMING SECTION |
| | WITH NEW 2X8 RAFTERS @ 12 INCHES ON CENTER, PLANS FAIL |
| | TO PROVIDE THE SPECIES OF WOOD AND GRADE OF WOOD, |
| | PLEASE PROVIDE |
| | FOR COMPLIANCE WITH TABLE 2308.10.3.1. |
| | |
| | 2) SHEET 5 DETAIL A ALSO INDICATES A WOOD BEAM (2) 2X8S |
| | THE PLANS ARE NOT CLEAR IF A SINGLE 2X8 IS BEING ADDED |
| | TO AN EXISTING 2X8 BEAM OR IF THE (2) 2X8S MAKE UP THE |
| | TOTAL BEAM. |
| | 106.1.2 ADDITIONAL INFORMATION REQUIRED. IT APPEARS |
| | THAT AGAIN NOT ENOUGH INFORMATION HAS BEEN PROVIDED. |
| | SPECIES OF WOOD, GRADE OF WOOD, FB VALUE, AND THE SPAN |
| | ON THE OTHER SIDE OF THE NEW WOOD BEAM, IT APPEARS |
| | THERE ARE EXISTING 2X6S @ 24 INCHES ON CENTER. IT |
| | APPEARS THIS BEAM IS LIGHT. PLEASE PROVIDE THE BEAM |
| | CALCULATIONS FOR A SIMPLE SPAN CONFIGURATION.WOOD |
| | STRUCTURAL DESIGN DATA 1992 REVISIONS WOOD BEAMS SAFE |
| | LOAD TABLES SPANS OF 15'-0". 2308.4.2 STRUCTURAL |
| | ELEMENTS OR NOT DESSCRIBED WITHIN. |
| | |
| | 3) SHEET 5 DETAIL A INDICATE A BUILT UP WOOD BEAM BUT |
| | DO NOT PROVIDE AS TO WHAT CONNECTIONS, UPLIFT, LATERAL |
| | AND GRAVITY LOADS WILL BE ACTING ON THIS BEAM NOR THE |
| | TIE DOWN SYSTEM, |
| | MWFRS MAIN WIND FORCE RESISTING SYSTEM. WHAT TRANSFERS |
| | THE GRAVITY LOADS INTO TTHE STRUCTURE AND TIE TO THE |
| | FOUNDATION BELOW. FBC-B 1609.1.1. |
| | |
| | 4A) SHEET 1 IS NOT CLEAR AS TO THE HORIZONTAL OCCUPANCY |
| | SEPERATION THAT IS REQUIRED BETWEEN THE |
| | BUSINESSOCCUPANCY AND R2 ON THE SECOND FLOOR. TWO HOUR |
| | HORIZONTAL OCCUPNCY SEPERATION WILL BE REQUIRED PLEASE |
| | REVIEW SECTION FBC-B 711.3 FIRE- RESISTANCE RATING. THE |
| | FIRE-RESISTANCE RATING OF FLOOR AND ROOF ASSEMBLIES |
| | SHALL NOT BE LESS THAN THAT REQUIRED BY THE BUILDING |
| | TYPE OF CONSTRUCTION. WHERE THE FLOOR ASSEMBLY |
| | SEPARATES MIXED OCCUPANCIES, THE ASSEMBLY SHALL HAVE A |
| | FIRE-RESISTANCE RATING OF NOT LESS THAN THAT REQUIRED |
| | BY SECTION 508.3.3 BASED ON THE OCCUPANCIES BEING |
| | SEPARATED. TABLE 508.3.3 BUSINESS/ R2, UNSPRINKLERED: |
| | 2HOURS. PLEASE PROVIDE UL OR OTHER LISTED ASSEMBLY. |
| | |
| | 4B) THE TENANT SEPERATION WALL THAT SEPERATES TENANT 1 |
| | AND TENANT 2 APPEARS TO BE A BEARING WALL, 2ND FLOOR |
| | FLOOR JOIST, AND WILL ALSO BE REQUIRED TO BE A 2 HOUR |
| | WALL SINCE IT SUPPORTS THE 2 HR RATED FLOOR CEILING |
| | ASSEMBLY. PLEASE PROVIDE A UL LISTED ASSEMBLY OR |
| | EQUIVALENT. |
| | |
| | 5) PLEASE ALSO REVIEW REQUIRED SEPERATION FOR EACH OF |
| | THE R2 TENANCIES. 711.3 FIRE-RESISTANCE RATING. FLOOR |
| | ASSEMBLIES SEPARATING DWELLING UNITS IN THE SAME |
| | BUILDING OR SLEEPING UNITS IN OCCUPANCIES IN GROUP R-1, |
| | HOTEL OCCUPANCIES, R-2 AND I-1; AND FLOOR ASSEMBLIES |
| | SEPARATING INDIVIDUAL TENANT SPACES IN THE SAME |
| | BUILDING IN ALL OTHER OCCUPANCIES SHALL BE A MINIMUM OF |
| | 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION. |
| | |
| | 6) PLEASE REVIEW DRAFT STOPPING REQUIREMENTS:BUILDING |
| | PROVISO: IF THE CONTRACTORS DO NOT REMOVE CEILING |
| | ASSEMBLIES AND OR FLOOR /CEILING ASSEMBLIES THEN THE |
| | DRAFT STOPPING REQUIREMENTS WILL NOT BE REQUIRED. |
| | 5-11-2010 J. W. |
| | 717.3.2 GROUPS R-1, R-2, R-3 AND R-4. DRAFTSTOPPING |
| | SHALL BE PROVIDED IN FLOOR/CEILING SPACES IN GROUP R-1 |
| | BUILDINGS, IN GROUP R-2 BUILDINGS WITH THREE OR MORE |
| | DWELLING UNITS, IN GROUP R-3 BUILDINGS WITH TWO |
| | DWELLING UNITS AND IN GROUP R-4 BUILDINGS. |
| | DRAFTSTOPPING SHALL BE LOCATED ABOVE AND IN LINE WITH |
| | THE DWELLING UNIT AND SLEEPING UNIT SEPARATIONS. |
| | |
| | 717.4 DRAFTSTOPPING IN ATTICS. IN COMBUSTIBLE |
| | CONSTRUCTION, DRAFTSTOPPING SHALL BE INSTALLED TO |
| | SUBDIVIDE ATTIC SPACES AND CONCEALED ROOF SPACES IN THE |
| | LOCATIONS PRESCRIBED IN SECTIONS 717.4.2 AND 717.4.3. |
| | VENTILATION OF CONCEALED ROOF SPACES SHALL BE |
| | MAINTAINED IN ACCORDANCE WITH SECTION 1203.2. |
| | |
| | 717.4.2 GROUPS R-1 AND R-2. DRAFTSTOPPING SHALL BE |
| | PROVIDED IN ATTICS, MANSARDS, OVERHANGS OR OTHER |
| | CONCEALED ROOF SPACES OF GROUP R-2 BUILDINGS WITH THREE |
| | OR MORE DWELLING UNITS AND IN ALL GROUP R-1 BUILDINGS. |
| | DRAFTSTOPPING SHALL BE INSTALLED ABOVE, AND IN LINE |
| | WITH, SLEEPING UNIT AND DWELLING UNIT SEPARATION WALLS |
| | THAT DO NOT EXTEND TO THE UNDERSIDE OF THE ROOF |
| | SHEATHING ABOVE. |
| | EXCEPTIONS: |
| | 1. WHERE CORRIDOR WALLS PROVIDE A SLEEPING UNIT OR |
| | DWELLING UNIT SEPARATION, DRAFTSTOPPING SHALL ONLY BE |
| | REQUIRED ABOVE ONE OF THE CORRIDOR WALLS. |
| | 2. DRAFTSTOPPING IS NOT REQUIRED IN BUILDINGS EQUIPPED |
| | THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN |
| | ACCORDANCE WITH SECTION 903.3.1.1. |
| | 3. IN OCCUPANCIES IN GROUP R-2 THAT DO NOT EXCEED FOUR |
| | STORIES IN HEIGHT, THE ATTIC SPACE SHALL BE SUBDIVIDED |
| | BY DRAFTSTOPS INTO AREAS NOT EXCEEDING 3,000 SQUARE |
| | FEET (279 M2) OR ABOVE EVERY TWO DWELLING UNITS, |
| | WHICHEVER IS SMALLER. |
| | 4. DRAFTSTOPPING IS NOT REQUIRED IN BUILDINGS EQUIPPED |
| | THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN |
| | ACCORDANCE WITH SECTION 903.3.1.2, PROVIDED THAT |
| | AUTOMATIC SPRINKLERS ARE ALSO INSTALLED IN THE |
| | COMBUSTIBLE CONCEALED SPACES. |
| | |
| | 7A) SUBMITTED IS A PRODUCT APPROVAL NOA 07-0214.05 FOR |
| | SERIES 100 STORM SAFE SINGLE HUNG WINDOW, THE PLANS DO |
| | NOT INDICATE THE 2ND FLOOR WINDOWS ARE TO BE REPLACED |
| | ONLY THE FIRSST FLOOR WINDOWS. IF THTE SECOND FLOOR |
| | WINDOWS ARE TO BE REPLACED PLEASE PROVIDE BY EITHER |
| | CIRLING THE UNIT TO BE INSTALLED, WINDOW HEIGHT AND |
| | WIDTH ON THE PRODUCT APPROVAL OR PROVIDE INFORMATION ON |
| | THE PLANS. PROVIDE THE OVERALL WINDOW DIMENSIONS TO BE |
| | INSTALLED, THE CLEAR VENT SIZE MUST BE 5.7 SQ FT. |
| | |
| | 7B) THE SUBMITTED NOA 07-0214.05 HAS BEEN PREVIOUSLY |
| | STAMPED WITH A DIFFERENT PERMIT NUMBER PLEASE PROVIDE |
| | NEW SETS. RECORD RETENTION WILL NOT BE ABLE TO COPY AND |
| | BE LEGIBLE FOR RECORD RETENSION. |
| | |
| | 8) THE SUBMITTED ROOFING REPORT MIAMI-DADE NOA |
| | 07-822.10: |
| | 8A) DOES NOT HAVE ANY OF TTTHE SUB-SYSTEMS HIGHLIGHTED |
| | AS TO WHICH SYSTEM WILL BE INSTALLED. |
| | 8B) PLEASE INDICATE WHICH OF THE INSULATED SYSTEMS WILL |
| | BE INSTALLED, NOTE MOST CASES SEE LIMITATION# 7 OCCURS |
| | AND ENHANCED FASTENING WILL BE REQUIRED FOR ZONES 2 & |
| | 3. |
| | RAS 117 CALCULATIONS ARE TO BE PREPARED BY EITHER A |
| | FLORIDA P.E. OR REGISTERED ARCHITECT. |
| | 8C) PLEASE NOTE SHEET ROOFING DETAIL INDICATES THE NEW |
| | ROOF DECKING TO BE 15/32 CDX PLYWOOD WHERE AS THE |
| | SUBMITTED NOA REQUIRES A MINIMUM OF 19/32 CDX PLYWOOD. |
| | |
| | 9) SHEET# 4 SOUTH ELEVATION PLEASE REVIEW 1023.6 |
| | EXCEPTION# 1 3/4 HR OPENING PROTECTION FOR WINDOWS |
| | LOCATED WITHIN 10'-0" OF EXTERIOR STAIRS. |
| | |
| | 10) EXISTING BUILDING CODE 705.5.1 CORRIDOR DOORS. |
| | CORRIDOR DOORS IN THE WORK AREA SHALL NOT BE |
| | CONSTRUCTED OF HOLLOW CORE WOOD AND SHALL NOT CONTAIN |
| | LOUVERS. ALL DWELLING UNIT OR SLEEPING UNIT CORRIDOR |
| | DOORS IN WORK AREAS IN BUILDINGS OF GROUPS R-1, R-2, |
| | AND I-1 SHALL BE AT LEAST 13/8-INCH (35 MM) SOLID CORE |
| | WOOD OR APPROVED EQUIVALENT AND SHALL NOT HAVE ANY |
| | GLASS PANELS, OTHER THAN APPROVED WIRED GLASS OR OTHER |
| | APPROVED GLAZING MATERIAL IN METAL FRAMES. ALL DWELLING |
| | UNIT OR SLEEPING UNIT CORRIDOR DOORS IN WORK AREAS IN |
| | BUILDINGS OF GROUPS R-1, R-2, AND I-1 SHALL BE EQUIPPED |
| | WITH APPROVED DOOR CLOSERS. ALL REPLACEMENT DOORS SHALL |
| | BE 13/4-INCH (45 MM) SOLID BONDED WOOD CORE OR APPROVED |
| | EQUIVALENT, UNLESS THE EXISTING FRAME WILL ACCOMMODATE |
| | ONLY A 13/8-INCH (35 MM) DOOR. |
| | |
| | 11) THE PLANS ARE NOT CLEAR AS TO WHAT EXTENT THE 2ND |
| | FLOOR IS TO BE REMODELED, WILL THE DRRYWALL BE REMOVED |
| | FROM ALL WALLS, PLANS CURRENTLY DO NOT INDICATE ANY |
| | TYPE OF WALL OR CEILING INSULATION? |
| | A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | 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 |
| | |
