Date |
Text |
2013-02-21 16:27:57 | |
| PERMIT: 13010504 |
| ADD: 631 EVERNIA ST. |
| CONT: KAUFMAN LYNN |
| TEL: (561)361-6700 |
| |
| |
| EVERNIA PLACE |
| AFFORDABLE SENIOR HOUSING |
| |
| 2010 FLORIDA BUILDING CODE W |
| * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS |
| |
| 1ST REVIEW |
| FEB. 14/ 2013 |
| ACTION: DENIED |
| |
| 1) PLEASE REVIEW THE ADDRESS FOR THIS PROJECT, THE |
| CITY?S ADDRESS FOR THIS PCN NUMBER IS 631 EVERNIA WHERE |
| AS THE PLANS INDICATE 627 EVERNIA, PLEASE CORRECT THE |
| DISCREPANCY. 107.2.1.3 ADDITIONAL INFORMATION IS |
| REQUIRED. |
| |
| THE CIVIL PLAN C-3 APPEARS THAT THE LOTS ARE TO BE |
| UNIFIED, A TITLE OF UNITY IS REQUIRED. UNITY OF TITLE. |
| THE PROPOSED BUILDING STRUCTURE TRANSGRESSES LEGAL |
| BOUNDARY LINES BETWEEN THE LOTS WHICH COMBINE TO FORM |
| 'THE SITE'. A 'UNITY OF TITLE' SHALL BE RECORDED AT THE |
| COUNTY COURTHOUSE. SUBMIT A COPY OF THE RECORDED 'UNITY |
| OF OF TITLE' DOCUMENT SO THAT FBC TABLE 601 BOUNDARY |
| LINE REQUIREMENTS MAY BE DEEMED NOT APPLICABLE. |
| SEE WEBSITE FOR APPLICATION: |
| HTTP://WWW.WPB.ORG/ENGINEERING/ENG_FORMS.PHP |
| "APPLICATION FOR UNITY OF TITLE" |
| |
| HTTP://WWW.WPB.ORG/ENGINEERING/UPLOADS/2010-10-12-14-45 |
| -38-UNITYOFTITLE3.PDF |
| |
| VINCENT J NOEL |
| SURVEYOR/REAL ESTATE SUPERVISOR |
| ENGINEERING SERVICES DEPARTMENT |
| 401 CLEMATIS STREET |
| WEST PALM BEACH, FL 33401 |
| PHONE: 494-1040 EXT: 1096 |
| FAX: 494-1116 |
| E-MAIL: [email protected] |
| |
| ********************************************* |
| |
| MANUEL JULIAN GONZALEZ |
| ENGINEERING PROJECT COORDINATOR |
| ENGINEERING SERVICES DEPARTMENT |
| 401 CLEMATIS STREET, 4TH FLOOR |
| WEST PALM BEACH, FL 33401 |
| (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402) |
| MAIN PHONE: (561) 822-1200 |
| DIRECT: (561) 494-1085 |
| FAX: (561) 494-1116 |
| MOBILE: (561) 644-7301 |
| EMAIL: [email protected] |
| WWW.WPB.ORG/ENGINEERING |
| |
| |
| 2) THIS BUILDING IS CONSIDERED A THRESHOLD BUILDING, |
| (3) SETS OF PLANS, PRODUCT APPROVALS WILL REQUIRED, ONE |
| SET FOR THE SPECIAL INSPECTOR, ONE FOR THE FIELD, AND A |
| COPY WILL BE KEPT ELECTRONICALLY BY THE BUILDING |
| DEPARTMENT, FOR OUR RECORDS. |
| |
| THRESHOLD INSPECTION PLAN FL S. S. 553.71(7) " |
| THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS |
| GREATER THAN (3) STORIES OR 50 FT IN HEIGHT, OR WHICH |
| HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN |
| THE |
| FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ FT IN AREA |
| AND AN OCCUPANT CONTENT OF GREATER THAN 500 PERSONS. |
| |
| 2A) 109.3.6.1 THE ENFORCING AGENCY SHALL REQUIRE A |
| SPECIAL INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON |
| A THRESHOLD BUILDING PURSUANT TO A WRITTEN STRUCTURAL |
| INSPECTION PLAN PREPARED BY THE ENGINEER OF RECORD. THE |
| STRUCTURAL INSPECTION PLAN MUST BE SUBMITTED TO THE |
| ENFORCING AGENCY PRIOR TO THE ISSUANCE OF A BUILDING |
| PERMIT FOR THE CONSTRUCTION OF A THRESHOLD BUILDING. |
| THE PURPOSE OF THE STRUCTURAL INSPECTION PLAN IS TO |
| PROVIDE SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO |
| THAT THE BUILDING CAN BE ADEQUATELY INSPECTED FOR |
| COMPLIANCE WITH THE PERMITTED DOCUMENTS. |
| |
| 2B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B. |
| CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD |
| BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S |
| 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS |
| REQUIRED BY THIS CODE. |
| CONTACT KEN CONRAD MANAGER OF THE SPECIAL INSPECTOR |
| PROGRAM AT (561)805-6666 FOR FURTHER INFORMATION BEFORE |
| THE PERMIT MAY BE ISSUED. |
| |
| |
| 2C) THRESHOLD BLDG, REQUIRED STATEMENT: |
| W.P.B. AMENDMENT 109.3.6.4.4 ALL PLANS FOR THE BUILDING |
| WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY THE |
| ARCHITECT OR ENGINEER OF RECORD CONTAIN A STATEMENT |
| THAT, TO THE BEST OF THE ARCHITECT'S PR ENGINEER'S |
| KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE |
| APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE |
| LOCAL AUTHORITY IN |
| ACCORDANCE WITH THIS SECTION AND 633 FLORIDA STATUTE. |
| |
| 2D) 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES |
| FOR THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER |
| HAS REQUIRED ON THE PLANS OR SPECIFICATIONS ONE |
| MATERIAL, APPROVED FOR FIRE STOPPING PENETRATIONS, FOR |
| WALLS AND CEILINGS. |
| |
| 2E) A THRESHOLD PLAN REVIEW STOP WILL BE PUT ON THIS |
| PROJECT UNTIL THESE ITEMS ARE COMPLETED AS REQUESTED BY |
| THE CHIEF BUILDING INSPECTOR KEN CONRAD: |
| |
| PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED |
| TELEPHONE INSPECTIONS LINE |
| (561) 805-6700) FOR IN-PROGRESS INSPECTIONS FOR |
| AUDITING OF JOBSITE INSPECTIONS. |
| |
| 2E)(1) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR |
| HISTORY FOR THIS TYPE OF CONCRETE RESTORATION. THIS MAY |
| BE SUBMITTED TO KEN CONRAD BY E-MAIL. KEN CONRAD: |
| [email protected] |
| |
| 2E)(2) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A |
| RESUME' OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. |
| THE RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS |
| SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE |
| WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED, |
| AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES |
| WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST |
| MEETING THE ABOVE CRITERIA. |
| CONTACT KEN CONRAD |
| TEL: 561-805-6666 |
| E-MAIL: [email protected] |
| |
| 3) MISSING SOILS REPORT BY ARDAMEN 11/19/2012, & |
| 12/27/2012. 2010 FBC-B 1803.2 SOILS INVESTIGATION |
| REQUIRED. |
| |
| 4) SHEET S-01 THE WIND DESIGN LIST THIS AS A ?B? |
| EXPOSURE. PLEASE REVIEW 2010 FBC-B 1609.4.2 SURFACE |
| ROUGHNESS C, THIS SITE MEETS THE REQUIREMENTS OF A C |
| EXPOSURE WITH THE WIND DIRECTION FROM THE NW QUADRANT. |
| THIS WILL EFFECT THE PRESSURES ILLUSTRATED UNDER THE |
| WIND LOAD CHARTS FOR COMPONENTS AND CLADDING. |
| |
| 5) SHEET S-01 WIND LOAD COMPONENTS AND CLADDING CHART. |
| PLEASE INCLUDE THE COMPONENTS AND CLADDING PRESSURES |
| FOR 10 SQ FT AND 20 SQ FT SINCE THESE WILL BE THE SIZES |
| REQUIRED FOR A LOT OF WINDOWS (20 SQ FT) AND 10 SQ FT |
| FOR THE ROOF TOP PRESSURES, WE USE THE AREA FOR |
| FASTENERS WHICH IS THE 10 SQ FT. |
| |
| 6) 2010 FBC 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.. |
| |
| 7) 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| 1609.6.4.41 COMPONENTS & CLADDING |
| FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS 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 |
| (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| LOUVERS, EFIS SYSTEMS, |
| (D) ROOFING PRODUCTS AND ASSEMBLIES |
| (E) SHUTTERS |
| (F) SKYLIGHTS |
| (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C |
| STANDS |
| |
| 8) FOLDER CONTAINING WALL LOUVER NOA 11-0408.05 EXPIRED |
| JULY 09/12. CUT SHEET FOR THE RUSKIN ACL 12450 LIST A |
| NOA 11-0207.21 BUT NOT PROVIDED. |
| |
| 9) SHEET LS-101: |
| 9A) THE SHEET INDICATES G02 TO BE THE FIRE PUMP ROOM |
| WITH A PARTIAL 2 HR WALL AROUND THE ROOM PLEASE REVIEW |
| 2010 FBC-B 913.2.1 PROTECTION OF FIRE PUMP ROOMS ARE TO |
| BE COMPLETELY SURROUNDED BY A 2 HOUR WALL, ? SEPARATED |
| FROM ALL OTHER AREAS OF THE BUILDING?? PLEASE ALSO |
| PROVIDE OPENING PROTECTION FOR THE DOORWAY 2010 FBC-B |
| TABLE 715.4. |
| |
| 9) LS-101 |
| |
| 9B) SHEET A-201 ALSO INDICATES A PUMP ROOM 020, IS THIS |
| A FIRE PUMP ROOM? |
| |
| 9C) THE 2010 FBC-B FIRE PUMP ROOMS 913.2 ARE TO BE |
| PROTECTED AGAINST THE INTERRUPTION OF SERVICE AND BE |
| PROTECTED IN ACCORDANCE WITH NFPA 20 AGAINST FLOODING. |
| WITH THE FIRE PUMP IN THE BASEMENT IF THERE IS A FIRE |
| WHERE THE FIRE SPRINKLERS DO GO OFF, WHAT WILL STOP THE |
| WATER FROM RISING IN THE FIRE PUMP ROOM. |
| |
| 9D) ROOM G-03 INDICATES THAT IT IS A STORAGE ROOM WHAT |
| IS THE PURPOSE OF THIS ROOM? 107.2.1.3 ADDITIONAL |
| INFORMATION IS REQUIRED. |
| |
| 9E) THIS SHEET INDICATES STORAGE G04, THE PLANS DO NOT |
| INDICATE DOORS INTO THIS SPACE PLEASE PROVIDE |
| ADDITIONAL INFORMATION. 107.2.1.3. |
| |
| 9F) THE PLANS INDICATE A LIFT G10 PLEASE PROVIDE |
| ADDITIONAL INFORMATION, WHAT WILL THIS LIFT BE USED |
| FOR? 107.2.1.3. |
| |
| 10) SHEET A-201: |
| 10A) IN BOTH STAIRWELLS THE NORTH AND EAST CONTINUE |
| BELOW GRADE, PLEASE PROVIDE COMPLIANCE WITH 2010 FBC-B |
| 1022.7 DISCHARGE IDENTIFICATION. A STAIRWAY IN AN EXIT |
| ENCLOSURE SHALL NOT CONTINUE BELOW ITS LEVEL OF EXIT |
| DISCHARGE UNLESS AN APPROVED BARRIER IS PROVIDED AT THE |
| LEVEL OF EXIT DISCHARGE TO PREVENT PERSONS FROM |
| UNINTENTIONALLY CONTINUING INTO LEVELS BELOW. |
| DIRECTIONAL EXIT SIGNS SHALL BE PROVIDED AS SPECIFIED |
| IN SECTION 1011. |
| |
| 10B) PLEASE PROVIDE COMPLIANCE WITH 2010 FBC-B: [F] |
| 914.1 SHAFTWAY MARKINGS. |
| VERTICAL SHAFTS SHALL BE IDENTIFIED AS REQUIRED BY |
| SECTIONS 914.1.1 AND 914.1.2. |
| |
| [F] 914.1.1 EXTERIOR ACCESS TO SHAFTWAYS. |
| OUTSIDE OPENINGS ACCESSIBLE TO THE FIRE DEPARTMENT AND |
| THAT OPEN DIRECTLY ON A HOISTWAY OR SHAFTWAY |
| COMMUNICATING BETWEEN TWO OR MORE FLOORS IN A BUILDING |
| SHALL BE PLAINLY MARKED WITH THE WORD ?SHAFTWAY? IN RED |
| LETTERS AT LEAST 6 INCHES (152 MM) HIGH ON A WHITE |
| BACKGROUND. SUCH WARNING SIGNS SHALL BE PLACED SO AS TO |
| BE READILY DISCERNIBLE FROM THE OUTSIDE OF THE |
| BUILDING. |
| |
| [F] 914.1.2 INTERIOR ACCESS TO SHAFTWAYS. |
| DOOR OR WINDOW OPENINGS TO A HOISTWAY OR SHAFTWAY FROM |
| THE INTERIOR OF THE BUILDING SHALL BE PLAINLY MARKED |
| WITH THE WORD ?SHAFTWAY? IN RED LETTERS AT LEAST 6 |
| INCHES (152 MM) HIGH ON A WHITE BACKGROUND. SUCH |
| WARNING SIGNS SHALL BE PLACED SO AS TO BE READILY |
| DISCERNIBLE. |
| |
| EXCEPTION: MARKINGS SHALL NOT BE REQUIRED ON SHAFTWAY |
| OPENINGS THAT ARE READILY DISCERNIBLE AS OPENINGS ONTO |
| A SHAFTWAY BY THE CONSTRUCTION OR ARRANGEMENT. |
| |
| [F] 914.2 EQUIPMENT ROOM IDENTIFICATION. |
| FIRE PROTECTION EQUIPMENT SHALL BE IDENTIFIED IN AN |
| APPROVED MANNER. ROOMS CONTAINING CONTROLS FOR |
| AIR-CONDITIONING SYSTEMS, SPRINKLER RISERS AND VALVES |
| OR OTHER FIRE DETECTION, SUPPRESSION OR CONTROL |
| ELEMENTS SHALL BE IDENTIFIED FOR THE USE OF THE FIRE |
| DEPARTMENT. APPROVED SIGNS REQUIRED TO IDENTIFY FIRE |
| PROTECTION EQUIPMENT AND EQUIPMENT LOCATION SHALL BE |
| CONSTRUCTED OF DURABLE MATERIALS, PERMANENTLY INSTALLED |
| AND READILY VISIBLE. |
| 10) SHEET A-201: |
| 10C) PROVIDE COMPLIANCE WITH F] 915.1 GENERAL. |
| EMERGENCY RESPONDER RADIO COVERAGE SHALL BE PROVIDED IN |
| ALL NEW BUILDINGS IN ACCORDANCE THE FLORIDA FIRE |
| PREVENTION CODE. |
| |
| 10D) MACHINE ROOM-LESS ELEVATORS SHEET A-621. KONE |
| ECOSPACE. WILL NEED MANUFACTURERS REQUIREMENTS FOR |
| INSTALLATION. MAY STILL NEED TO INCORPORATE HOIST WAY |
| VENTING REQUIREMENTS FOUND IN 2010 FBC-B 3004. PROVIDE |
| COMPLIANCE WITH 3002.4 ELEVATOR CAR TO ACCOMMODATE AN |
| AMBULANCE STRETCHER. |
| |
| 11) SHEET A202 TRASH CHUTE |
| 11A) THE NORTH STAIRWELL INDICATES THE TRASH CHUTE |
| ACTUALLY PENETRATING THE 2 HOUR FIRE RATED STAIR |
| ENCLOSURE. PLEASE REVIEW 2010 FBC-B 1022.4 PENETRATIONS |
| INTO & THROUGH AN EXIT ENCLOSURE. |
| |
| 11B) THE TRASH CHUTE VESTIBULE COMMON TO 2ND- 6TH |
| FLOORS, BEING LOCATED IN A VESTIBULE. THE 2010 FBC-B |
| 708.13.3 REQUIRES REFUSE CHUTES TO HAVE A SEPARATE |
| ACCESS ROOM TO BE A 1 HR FIRE BARRIER ENCLOSURE AND ? |
| HR OPENING PROTECTIVE?S. 708.13.1 OPENINGS SHALL NOT |
| OPEN INTO CORRIDORS. 708.13.1. |
| |
| 11C) THE TRASH CHUTE IS DEPICTED TO BE IN A RATED SHAFT |
| WITH A A/C DUCT IN THE SAME ENCLOSURE. 2010 FBC-B |
| 708.13.1 A SHAFT ENCLOSURE CONTAINING A REFUSE CHUTE |
| SHALL NOT BE USED FOR ANY OTHER PURPOSE AND SHALL BE |
| ENCLOSED IN ACCORDANCE WITH 708.4. |
| |
| 11D) SHEET A-601DETAIL # 1 INDICATES THE REFUSE CHUTE |
| GOES THROUGH THE ROOF BUT THE SHAFT ENCLOSURE STOPS AT |
| THE CEILING OF THE 6TH FLOOR, PLEASE REVIEW 708.12 |
| ENCLOSURES AT THE TOP AND THE REQUIRED FIRE RATING OF |
| MATERIALS. |
| |
| 11E) SHEET A-601 DETAIL # 1 TRASH CHUTE SHAFT STOPS AT |
| THE BOTTOM OF THE 2ND FLOOR, IT DOES NOT CONTINUE |
| THROUGH TO THE 1ST FLOOR ALTHOUGH THE SHAFT DOES |
| PENETRATE THE 2ND FLOOR ASSEMBLY AND 1ST FLOOR WALL. |
| PLEASE SEE 708.11 ENCLOSURE AT THE BOTTOM . |
| |
| 11F) PLEASE PROVIDE MANUFACTURERS SPEC ON THE MATERIALS |
| TO BE USED FOR THE REFUSE CHUTE. 708.13.2. |
| |
| 11G) 2010 FBC-B 708.13.6. AUTOMATIC SPRINKLERS SYSTEM. |
| AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE |
| INSTALLED IN ACCORDANCE WITH SECTION 903.2.11.2. F] |
| 903.2.11.2 RUBBISH AND LINEN CHUTES. |
| 2010 FBC-B 903.2.11.2. AN AUTOMATIC SPRINKLER SYSTEM |
| SHALL BE INSTALLED AT THE TOP OF RUBBISH AND LINEN |
| CHUTES AND IN THEIR TERMINAL ROOMS. CHUTES EXTENDING |
| THROUGH THREE OR MORE FLOORS SHALL HAVE ADDITIONAL |
| SPRINKLER HEADS INSTALLED WITHIN SUCH CHUTES AT |
| ALTERNATE FLOORS. CHUTE SPRINKLERS SHALL BE ACCESSIBLE |
| FOR SERVICING. PROVIDE DETAILS FOR THE SERVICING OF THE |
| FIRE SPRINKLERS. |
| |
| 12) SHEET A-402 DETAILS A-601/ DETAIL # 1, A-602 DETAIL |
| # 1 BOTH DEAL WITH ROOFTOP CONSTRUCTION. NOTE: METAL |
| SPANISH TILE ROOFING TO BE ATTACHED TO 5/8? DENSEDECK |
| WHICH WILL BE SECURED TO THE METAL DECK. NOTE THE |
| PRODUCT APPROVALS FOR THE METAL ROOF TILE MAY NOT |
| INCLUDE DENSE DECK AS THE DECKING MATERIAL THEY WERE |
| TESTED WITH NOR THE METAL B DECK BELOW THAT. IF THAT IS |
| THE CASE THE ENGINEER OF RECORD WILL NEED TO PROVIDE |
| CALCULATIONS TO RESIST THE MOMENT OF UPLIFT. COMPONENTS |
| & CLADDING 1609.6.4.4.1. |
| |
| 13) SHEET A450 DETAILS 1-3 HAVE GENERAL NOTES AT |
| DETAILS INDICATING SOLID SHEATHING THEN NOTES 1 & 2 THE |
| SPECIFIC NOTE INDICATES THE USE OF ?? PLYWOOD SHEATHING |
| OR EQUIVALENT. |
| |
| 13A) 2010 WPB ADMINISTRATIVE CODE DOES NOT ALLOW FOR |
| THE USE OF TERMS SUCH AS ?EQUIVALENT, ? SUCH |
| INFORMATION SHALL BE SPECIFIC AND TECHNICAL IN NATURE. |
| 107.2.1. INFORMATION ON CONSTRUCTION DOCUMENTS. |
| |
| 13B) THIS BUILDING TYPE IS INDICATED AS A TYPE I-B |
| BUILDING PLEASE SEE 2010 FBC-B 603.1.1 FIRE RETARDANT |
| TREATED WOOD AND ALLOWABLE USES. |
| |
| 13C) PLEASE BE AWARE OF THE ROOFING MATERIALS (PRODUCT |
| APPROVALS) THAT WERE TESTED AN THE THICKNESS OF THE |
| ROOF DECKING SHEATHING, AND LIMITATIONS SET FORTH IN |
| THE PRODUCT APPROVALS. |
| 107.2.1.3 ADDITIONAL INFORMATION REQUIRED. |
| |
| 14) SHEET A452 ROOF DETAIL # 1 INDICATES THE USE OF |
| LIGHT WEIGHT INSULATING CONCRETE AND THE INSULATION |
| BEING TAPERED TO A MINIMAL AMOUNT. 2010 ENERGY CODE |
| 506.2.1 REQUIRES A MINIMUM OF R-19 FOR MULTI-FAMILY |
| RESIDENCES, AS DEPICTED THERE IS LESS THAN A R-19 |
| INSULATION AT THE ROOF DRAINS A MINIMUM OF R-19 |
| INSULATION NOT AN AVERAGE. SEE 2007 BOAF INFORMAL |
| INTERPRETATION # 5438. WILL NEED ADDITIONAL INFORMATION |
| ON THE LIGHTWEIGHT CONCRETE INSULATION. |
| |
| 15) A-609 DETAIL # 2 INDICATES THE USE OF |
| PRE-MANUFACTURED FOAM FACTORY # 419 TRIM ON THE |
| EXTERIOR OF THE BUILDING AT A HEIGHT GREATER THAN 40 |
| FEET ABOVE GRADE. SEE 2010 FBC-B 1406.2.2 (2). |
| COMBUSTIBLE EXTERIOR TRIM. |
| |
| 16) SHEET A-631 DETAIL# 1, A HANDRAIL SECTION / |
| GUARDRAIL, THE PLANS INDICATE THE PICKETS TO BE 5 |
| INCHES ON CENTER AND A 1X1 INCH PICKET. 2010 FBC-B |
| 1013.3 GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW |
| PASSAGE OF A SPHERE 4 INCHES IN DIAMETER. |
| |
| 17) SHEET -634 DETAIL # 1 INDICATES THE USE OF ICYENE |
| FOAM WALL INSULATION, PLEASE PROVIDE TESTING REPORT FOR |
| THE ICYENE SHOWING COMPLIANCE WITH FBC-B 2603.4. |
| |
| 18A) SHEET A-650 P2 PLEASE PROVIDE EITHER THE UL |
| LISTING INDICATING THE I HOUR FIRE RATING. |
| |
| 18B) SHEET A650 P2 INDICATES A STC RATING OF 49 FOR UL |
| LISTING # U465, THE 2010 FBC-B 1207.2 REQUIRES A STC |
| RATING OF 50 (45 IF FIELD TESTED). |
| |
| 18C) PLEASE SHOW COMPLIANCE WITH 2010 FBC-B 1207.3 |
| STRUCTURE BORNE SOUND, FLOOR CEILING ASSEMBLIES TO HAVE |
| A INSULATION CLASS (IIC) RATING OF NOT LESS THAN 50, |
| (45 IF FIELD TESTED). |
| |
| 19) A-202 PLAZA DECK, PLEASE SHOW COMPLIANCE WITH THE |
| REQUIREMENT 2010 FBC-B 424.1.1 EFFECTIVE BARRIER |
| REQUIREMENTS FOR POOLS AND SPAS. |
| |
| 20) SHEET S-01 INDICATES THE WIND EXPOSURE TO BE A ?B? |
| EXPOSURE, THE 2010 FBC-B 1609.4.2 SURFACE ROUGHNESS |
| WHERE WIND CAN RACE IN ANY QUADRANT 150 WIDE AND 600 |
| FEET LONG, EXPOSURE C. UPDATE EXPOSURE AND ASSOCIATED |
| PRESSURE TABLES. |
| |
| 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. |
| 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. |
| |
| JAMES A. WITMER CBO |
| SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| TEL: 561-805-6715 |
| FAX: 561-805-6676 |
| E-MAIL: [email protected] |
| 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 |
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