Date |
Text |
2008-12-18 15:37:15 | BUILDING PLAN REVIEW |
| PERMIT: 08110565 |
| ADD: 2112 N JOG RD |
| CONT: POPPER AND ASSOCIATES |
| TEL: (561)719-7133 |
| |
| FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| W/ 2007 FBC REVISIONS |
| * WEST PALM BEACH AMENDMENTS |
| |
| REVIEW |
| ACTION: DENIED |
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| 1A) 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. |
| |
| 1B) INFORMATIONAL: PLEASE SUBMIT 2 OF ALL SURVEYS, |
| PLANS, REPORTS, REVISIONS, PRODUCT APPROVALS AND OR |
| SUBMITTALS FOR REVIEW FOR PERMIT. 106.1* /2004 |
| SUBMITTAL DOCUMENTS WEST PALM BEACH ADMINISTRATIVE |
| CODE. |
| |
| 1C) INFORMATIONAL FL S S 713.13 NOTICE OF COMMENCEMENT, |
| TO BE FILED WITH THE CLERK OF THE COURT. NOTE: |
| 713.13(2) IF THE WORK DESCRIBED IN THE NOTICE OF |
| COMMENCEMENT IS NOT ACTUALLY COMMENCED WITHIN 90 DAYS |
| AFTER THE RECORDING THEREOF, SUCH NOTICE IS NULL & |
| VOID. NOTE: 713.13(6) THE POSTING OF THE NOTICE OF |
| COMMENCEMENT AT THE CONSTRUCTION SITE BEFORE THE FIRST |
| INSPECTION. |
| |
| 1D) INFORMATIONAL: PLANS SUBMITTED FOR PERMIT (FIRST |
| TIME REVIEW) AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO |
| THE 2004 FBC BUILDING WITH THE 2007 SUPPLEMENTS. |
| |
| 2) MISSING SOILS REPORTS, SHEET S-0.1 FOUNDATION NOTE |
| F-1 INDICATES TESTING LAB OF THE PALM BEACHES REPORT# |
| 07/118-02. PLEASE SUBMIT TWO ORIGINAL SIGNED AND SEALED |
| REPORTS. |
| |
| 1802.2.1 QUESTIONABLE SOIL. WHERE THE SAFE-SUSTAINING |
| POWER OF THE SOIL IS IN DOUBT, OR WHERE A LOAD-BEARING |
| VALUE SUPERIOR TO THAT SPECIFIED IN THIS CODE IS |
| CLAIMED, THE BUILDING OFFICIAL SHALL REQUIRE THAT THE |
| NECESSARY INVESTIGATION BE MADE. SUCH INVESTIGATION |
| SHALL COMPLY WITH THE PROVISIONS OF SECTIONS 1802.4 |
| THROUGH 1802.6 . |
| |
| 3) PROVIDE THE MINIMUM ENERGY INFORMATION FOR SHELL |
| BUILDING,13-400.2.A.2 SHELL BUILDINGS. SHELL BUILDINGS |
| SHALL COMPLY WITH THIS CODE BY METHOD B OR METHOD C. |
| ONCE ALL ENERGY-RELATED DESIGN PARAMETERS ARE KNOWN, |
| METHOD A CALCULATION MAY BE |
| SUBMITTED. MINIMUM WALL, ROOF INSULATIONS, MECHANICAL |
| EQUIPMENT AND ELECTRICAL FOR THE TOTAL BUILDING. SHEET |
| M-1 INDICATES FUTURE TENANT SPACE NO MECHANICAL |
| INFORMATION AS WELL AS SHEET E-1 MISSING ELECTRICAL FOR |
| FUTURE TENANT AT THIS TIME WITH LIMITED ENERGY |
| INFORMATION ONLY FORM B OR C MAY BE SUBMITTED. |
| |
| 4) NOTE SHEET A-105 DETAIL 1, SECTION A-A , B-B AND |
| DETAIL 1 SHEET A-106 ALL INDICATE THE USE OF R-19 |
| INSULATION LAID DIRECTLY UPON A ARMSTRONG SUSPENDED |
| CEILING SYSTEM. |
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| 13-404.1.ABC.1 ROOF/CEILING THERMAL ENVELOPES. |
| THE ROOF OR CEILING WHICH FUNCTIONS AS THE BUILDING?S |
| THERMAL ENVELOPE SHALL BE INSULATED TO AN R-VALUE OF AT |
| LEAST R-10. ROOF INSULATION SHALL NOT BE INSTALLED ON A |
| SUSPENDED CEILING WITH REMOVABLE CEILING PANELS. |
| |
| 5) THE OTHER ISSUE THAT WILL TIE TO THE ENERGY |
| CALCULATIONS VERSES THE PRODUCT APPROVAL FOR THE FLAT |
| ROOF IS A DISCREPANCY. THE ENERGY CALCULATIONS DO |
| INDICATE THE USE OF A BAR JOIST AND METAL DECK ROOFING |
| SYSTEM WITH A R-19 BATT SYSTEM. IF METHOD ?C? IS CHOSEN |
| PLEASE REVIEW THE PRESCRIPTIVE FOR METAL BUILDING ROOFS |
| 13-401.1.C.1.2. |
| |
| PLEASE ALSO REVIEW THE PRODUCT APPROVAL FOR THE FLAT |
| ROOF SYSTEM, THE PRODUCT SUBMITTED NOA 07-0228.05 JOHN |
| MANSVILLE BITUMEN ROOFING SYSTEMS OVER CONCRETE DECKS, |
| PLEASE REVIEW DECK TYPE ALL INDICATE CONCRETE DECKS |
| INSULATED, REQUIRING INSULATION ABOVE THE |
| CONCRETE DECK AND THE SECOND ISSUE IS UNDER THE DECK |
| DESCRIPTION ALL ARE 2500 PSI STRUCTURAL CONCRETE DECKS |
| OR CONCRETE PLANK DECKS, NOT A METAL DECK AND BAR JOIST |
| SYSTEM. |
| |
| 6) IN THE NEW ENERGY CALCULATIONS PLEASE VERIFY THAT |
| EXTERIOR DOOR OPENINGS ARE FILLED IN ON THE INPUT DATA |
| REPORT, FORM IS LEFT BLANK. 13-403, DOORS. |
| |
| 7) THE COVER SHEET INDICATES THE BUILDING TYPE AS A V-B |
| FULLY SPRINKLED, THE INDEX DOES NOT INDICATE ANY FIRE |
| SPRINKLER PLANS IN THE SET. 106.3.5.1.1(5) FIRE |
| SUPPRESSION SYSTEMS SHALL INCLUDE: SCHEMATIC FIRE |
| SPRINKLERS. |
| |
| 8) SHEET A-101 PLANS ARE NOT CLEAR AS TO IF THE |
| ACCOUNTING OFFICE IS A SEPARATE TENANT OR IF THEY ARE |
| THE ACCOUNTANT FOR THE DENTIST( BOOK KEEPING PART OF |
| THE DENTAL BUSINESS). IF THE ACCOUNTANT IS A SEPARATE |
| TENANT IT APPEARS THEY SHARE A COMMON RESTROOM. PLANS |
| DO NOT INDICATE RATED TENANT SEPARATION WALLS. |
| 708.1(5). EXCEPTION# 1 DOES ALLOW FOR BUSINESS |
| OCCUPANCIES NOT TO HAVE FIRE RESISTANCE RATINGS WHEN NO |
| AREA BETWEEN FIRE PARTITIONS HAVING A 1-HOUR |
| FIRE-RESISTANCE RATING EXCEEDS 3,000 SQ FT. THIS |
| BUILDING HAS A NET FLOOR FOOT PRINT OF 3,200 SQ FT |
| SOMEWHERE WITHIN THE STRUCTURE A FIRE PARTITION WILL BE |
| REQUIRED. |
| |
| 9) SHEET A-101 DOOR# 1-A100B & DOOR 2-A100B BOTH ARE |
| MISSING THE 18? ON THE LATCH SIDE. 11-4.13.6. |
| DOOR 1-A100B ALSO NEEDS TO REFER TO REVIEW 11-4.4.1 |
| PROTRUDING OBJECTS. |
| |
| 10) SHEET A-101 DOOR# 1-A107-B SWINGS OVER 50% OF THE |
| REQUIRED CORRIDOR. 1008.1.8.8 |
| DURING ITS SWING, ANY DOOR IN A MEANS OF EGRESS SHALL |
| LEAVE UNOBSTRUCTED AT LEAST ONE HALF OF THE REQUIRED |
| WIDTH OF AN AISLE, CORRIDOR, PASSAGEWAY, OR LANDING, |
| NOR PROJECT MORE THAN 7 INCHES (178 MM) INTO THE |
| REQUIRED WIDTH OF AN AISLE, CORRIDOR, PASSAGEWAY OR |
| LANDING, WHEN FULLY OPEN. |
| |
| 11) SHEET A-101FLOORPLAN DOES NOT INDICATE ANY STORAGE |
| ROOMS FOR THE STORM SHUTTERS. THE DESIGNER HAS ELECTED |
| TO USE STORM PANELS BUT NO STORAGE AREA IS LOCATED |
| WITHIN THE BUILDING. PLEASE PROVIDE STORAGE ROOM AND |
| THE FOLLOWING: |
| PLEASE NOTE: 104.6*/ 1609.1.4/ 1714.5 STANDARDS FOR |
| WIND-BORNE DEBRIS IMPACT PROTECTION QUESTION# 13 |
| RECOGNIZING SUCH CONCERNS AS ABSENTEE OWNERS, OR CASES |
| WHERE LONGER TIME & EFFORT IS NECESSARY TO SECURE |
| SHUTTERS ON LARGE OR MULTI-STORY BUILDINGS, WHAT |
| MEASURES ARE BEING RECOMMENDED OR IMPLEMENTED TO ENSURE |
| THAT COMPLETE INSTALLATION OR SECURING IS DONE |
| SUFFICIENTLY IN ADVANCE OF THE HURRICANE? |
| |
| IN MATTERS CONCERNING PUBLIC SAFETY, HEALTH, AND THE |
| GENERAL WELFARE NOT SPECIFICALLY ADDRESSED IN THE CODE, |
| SECTION 104.6 OF THE FLORIDA BUILDING CODE, BUILDING, |
| CHAPTER 1, |
| ADMINISTRATIVE CODE2004 EDITION AS AMENDED BY THE CITY |
| OF WEST PALM BEACH, PROVIDES THE ABILITY FOR THE |
| BUILDING OFFICIAL TO IMPLEMENT REQUIREMENTS FOR |
| ENSURING STABILITY, STRENGTH, AND THE PROPER OPERATION |
| OF EXISTING BUILDINGS. |
| |
| IN ORDER TO ASSURE THE SECURING OF SHUTTERS ON LARGE OR |
| MULTI-STORY BUILDINGS, OR MULTIPLE |
| ON THE SAME PROPERTY, PRE-STORM PREPARATION PLANS MUST |
| BE SUBMITTED BY THE PROPERTY OWNERS OR MANAGING AGENTS |
| FOR REVIEW BY THE CONSTRUCTION SERVICES DEPARTMENT. ANY |
| SUCH PLAN SHALL INCLUDE, AT A MINIMUM, ON SITE LOCATION |
| OF THE SHUTTERS, PARTY RESPONSIBLE FOR SECURING THE |
| SHUTTERS ( SAID PARTY MUST BE LOCATED WITHIN PALM BEACH |
| COUNTY), TOTAL NUMBER OF OPENINGS TO BE PROTECTED AND |
| THE TOTAL TIME REQUIRED TO SECURE ALL OPENINGS. |
| PROTECTION OF OPENINGS SHALL BE ACCOMPLISHED WITHIN |
| TWELVE (12) HOURS OR LESS OF THE |
| OFFICIAL NOTIFICATION BY THE NATIONAL WEATHER SERVICES |
| OF A HURRICANE WATCH. |
| |
| PROVISIONS IN THE BUILDING CODES (AND THIS STANDARD) |
| ARE NOT INTENDED TO PROHIBIT THE USE OF ALTERNATE |
| MATERIALS AND METHODS, AND THE BUILDING OFFICIAL TO |
| REVIEW AND APPROVE ANY ALTERNATE DEEMED EQUIVALENT IN |
| QUALITY, STRENGTH, EFFECTIVENESS, FIRE RESISTANCE, |
| DURABILITY AND SAFETY PRESCRIBED BY THIS CODE. BASED |
| UPON THIS CODE PROVISION, ACCEPTANCE OF ALTERNATE |
| MATERIALS AND METHODS MAY BE APPROVED ON A CASE-BY-CASE |
| BASIS AND SHALL REQUIRE SUFFICIENT EVIDENCE OR PROOF TO |
| SUBSTANTIATE ANY CLAIM MADE REGARDING THE ALTERNATE. |
| |
| IN LEAU OF LARGE MISSILE IMPACT RATED WINDOWS, STORM |
| SHUTTERS MAY BE USED ON THE FIRST FLOOR IF: 104.6*/ |
| 1609.1.4/ 1714.5 STANDARDS FOR WIND-BORNE DEBRIS IMPACT |
| PROTECTION. |
| |
| 12) SHEET A-103 & S-3.0 INDICATES THE TYPE OF ROOFING |
| SPECIFICATION TO BE USED ON THE FLAT ROOF DECK. THE |
| DESIGNER OF RECORD IS REQUESTING A GAF ROOFING PRODUCT |
| TO BE USED. SUBMITTED NOA A JOHN MANSVILLE PRODUCT |
| WHICH WAS STAMPED AND REVIEWED BY THE DESIGNER OF |
| RECORD. PLEASE REVISE SO THE SPECS AND SUBMITTALS WILL |
| COINCIDE. PLEASE CIRCLE THE SUBSYSTEM TO BE INSTALLED |
| IN THE PRODUCT APPROVAL, REVIEW THE PRESSURES THE |
| SYSTEM IS LISTED FOR , IT MAY REQUIRE ENHANCED |
| FASTENING SEE SYSTEMS LIMITATION EITHER 7 OR 9 FOR A |
| MIAMI-DADE NOA. |
| |
| 13A) A-105 VERSES THE INPUT DATA REPORT FROM THE ENERGY |
| CALCULATIONS, WALLS, IN THE INPUT DATA REPORT ALL WALLS |
| ARE DESIGNED AS BLOCK WALLS PLEASE NOTE THE FUTURE |
| TENANT BUILD-OUT IS A METAL STUD WALL PLEASE CORRECT. |
| THE OTHER ISSUE IS THE ENERGY INPUT REPORT ALSO |
| INDICATES THE USE OF ?? ISO BOARD AND INSTALLATION OF |
| 5/8? GYPSUM PLEASE SEE DETAIL# 2 AND INSULATION NOTE#1 |
| FOR BLOCK AND METAL STUD. |
| |
| 13B)A-105DETAIL# 2 THE WALL INSULATION DOES NOT |
| CONTINUE TO THE LOCATION WHERE THE ROOFING INSULATION |
| WILL BE REQUIRED (BENEATH THE ROOF DECK) WALL |
| INSULATION SHALL BE CONTINOUSOUS13-400 APPENDIX B |
| 2.2.1.1. |
| |
| 13C) A-105 DETAIL# 2 HAS A NOTE S.S. NOTE# 1, THIS NOTE |
| INDICATES A SYNTHETIC STUCCO SYSTEM STO OR EQUAL. |
| INFORMATIONAL 106.1.1* W.P.B. ADMINISTRATIVE CODE/2004 |
| DRAWINGS & SPECIFICATIONS SHALL CONTAIN INFORMATION, IN |
| THE FORM OF NOTES OR OTHERWISE, AS TO THE QUALITY OF |
| MATERIALS, WHERE QUALITY IS ESSENTIAL TO CONFORMITY |
| WITH THE TECHNICAL CODES. SUCH INFORMATION SHALL BE |
| SPECIFIC TO THE TECHNICAL CODES "SHALL NOT BE CITED AS |
| A WHOLE OR IN PART, NOR THE TERM "LEGAL" OR ITS |
| EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC |
| INFORMATION". CONSTRUCTION DOCUMENTS SHALL BE |
| SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND |
| EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT |
| WILL CONFORM TO THE PROVISIONS OF THIS CODE AND |
| RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS |
| DETERMINED BY THE BUILDING OFFICIAL. |
| |
| 14) SHEET A-107 KITCHEN W/ HC SINK. PLANS INDICATE WHAT |
| APPEARS TO BE DOORS AND A BOTTOM SHELF. 11-4.24.5 CLEAR |
| FLOOR SPACE. A CLEAR FLOOR SPACE AT LEAST 30 INCHES BY |
| 48 INCHES (760 MM BY 1219 MM) COMPLYING WITH SECTION |
| 11-4.2.4 SHALL BE PROVIDED IN FRONT OF A SINK TO ALLOW |
| FORWARD APPROACH. THE CLEAR FLOOR SPACE SHALL BE ON AN |
| ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUM OF 19 |
| INCHES (485 MM) UNDERNEATH THE SINK. |
| |
| 15) WPB ADMIN CODE 106.3* PRODUCT APPROVALS. THOSE |
| PRODUCT WHICH ARE REGULATED BY DCA RULE 9B-72 AND |
| 1609.6.2.2 COMPONENTS AND CLADDING WILL REQUIRE PRODUCT |
| APPROVALS, MISSING PRODUCT APPROVALS ARE: |
| 15A) WALL LOUVERS RULE 9B-72 (31)? |
| 15B) EFIS WALL AND SOFFIT SYSTEMS RULE 9B(31)? |
| 15C) ROOF FLAT DECK RULE 9B72(31)( D) WRONG REPORT |
| SUBMITTED FOR STRUCTURAL CONCRETE AND |
| PLANK DECKS SHEET S-2.0 INDICATES METAL DECK WITH LIGHT |
| WEIGHT CONCRETE. |
| 16) MONIER ROOF TILE CIRCLE THE METHOD OF ATTACHMENT. |
| 1609.6.2.2./ 1715.2.1. |
| |
| 17) PLEASE SUBMIT INFORMATION ON HOW THE RIDGE TILE ARE |
| GOING TO BE SECURED TO THE ROOFING SYSTEM. 1507.3.7 |
| ATTACHMENT. CLAY AND CONCRETE ROOF TILES SHALL BE |
| FASTENED IN ACCORDANCE WITH SECTION 1609 OR IN |
| ACCORDANCE WITH FRSA/RTI INSTALLATION MANUAL. |
| 1507.3.8 APPLICATION. TILE SHALL BE APPLIED ACCORDING |
| TO THE MANUFACTURER?S INSTALLATION INSTRUCTIONS OR |
| RECOMMENDATIONS OF THE FRSA/RTI 07320- 04. |
| |
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| 18) SHEET S-0.1 THE PLANS INDICATE THE WIND INFORMATION |
| DESIGNED TO ASCE 7-05. 2004 FBC 1609.1.1 & CHAPTER 35 |
| REFERENCED STANDARDS RECOGNIZES ASCE 7-02 . ALSO |
| 1603.1.4 WIND DESIGN DATA. PLEASE CORRECT. |
| |
| 19) SHEET S-0.1 NOTE F-2 REFERENCES THE RESIDENTIAL |
| CODE WITH SECTION R1816, PLEASE UPDATE. |
| |
| 20) SHEET S-0.1 VENTILATION NOTE# 1 REFERENCES THE |
| SOUTH FLORIDA BUILDING CODE WITH NO VENTILATION |
| REQUIRED. PLEASE REVIEW SECTION 1203.2 FOR EAVE VENTS |
| AS WELL AS VENTS REQUIRED AT LEAST 3 FEET ABOVE THE |
| EAVE OR CORNICE VENTS. COMMENTARY ADDRESSES EXCEPTION |
| IF ROOF SPACES ARE NOT CREATED(E.G., SOLID CONCRETE |
| ROOF SECTIONS), VENTILATION IS NOT REQUIRED. |
| |
| 21) 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. |
| |
| |
| JIM WITMER C. B. O. |
| BUILDING PLAN REVIEW II |
| |
| TEL: (561)805-6715 |
| FAX: (561)805-6731 |
| E-MAIL: [email protected] |
| |
| 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. |
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