Home Records and Reports Contractor Records Owner Records Permit Records Permit Reports Business Reports Property Records Business Tax My Account Code Enforcement Contact Us Log In/Out Print Plan Review Stops For Permit 13010504 Review Stop B BUILDING (STRUCTURAL) Rev No 11 Status P Date 2014-03-22 Cont ID   Sent By jwitmer Date 2014-03-22 Time 14:04 Rev Time 0.00 Received By jwitmer Date 2014-03-22 Time 12:00 Sent To   Notes 2014-03-22 12:23:19     BUILDING PLAN REVIEW   PERMIT: 13010504   SUBMITTAL: DATED 3/17/2014   ADD: 631 EVERNIA   CONT: KAUFMAN LYNN CONSTRUCTION   TEL: (561)827-2078       2010 FLORIDA BUILDING CODE W   * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA   BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION   2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.           SUBMITTAL: 3/ 17/ 2014 FOR : FRAMED WALL ENGINEERING   CALCULATIONS & SHOP DRAWINGS FOR THE SOUTHWEST ROOFTOP   TOWER.   1ST REVIEW   DATE: SAT. MARCH 22/ 2014       ACTION: BUILDING PROVISO   BUILDING APPROVED WITH EXCEPTION!   THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO   CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO   INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE   ASSESSMENT OF RE-INSPECTION FEE(S). REVISIONS REQUIRE   ADDITIONAL REVIEWS WITH ASSOCIATED FEES.       REVISIONS SUBMITTED UNDER 13071115 INTRODUCED STEEL   FRAMING WALL MEMBERS ON SHEETS A-601 & A-609, THE PLANS   DID NOT INDICATE AS TO THE TYPE OF WALL SHEATHING WAS   TO BE INSTALLED.   UNDER THIS SUBMITTAL STEEL SHOP DRAWINGS & STRUCTURAL   CALCULATIONS SHEET 46 OF 49 THE CALCULATIONS INDICATE   THE USE OF 1/2 CDX PLYWOOD FOR THE PROPOSED WALL   SHEATHING. THERE IS NO MENTION OF THE USE OF FIRE   RETARDANT TREATED PLYWOOD BEING INSTALLED. PLEASE SEE   THE FOLLOWING CODE SECTIONS AND CONCERNS, AND   CORRECTIONS TO BE MADE.       2010 FBC-B 1406.2.2 TYPE I, II, III AND IV   CONSTRUCTION.   ON BUILDINGS OF TYPE I, II, III AND IV CONSTRUCTION,   EXTERIOR WALL COVERINGS SHALL BE PERMITTED TO BE   CONSTRUCTED OF WOOD IN ACCORDANCE WITH SECTION 1405.5,   OR OTHER EQUIVALENT COMBUSTIBLE MATERIAL, COMPLYING   WITH THE FOLLOWING LIMITATIONS:   1. COMBUSTIBLE EXTERIOR WALL COVERINGS SHALL NOT EXCEED   10 PERCENT OF AN EXTERIOR WALL SURFACE AREA WHERE THE   FIRE SEPARATION DISTANCE IS 5 FEET (1524 MM) OR LESS.   2. COMBUSTIBLE ARCHITECTURAL TRIM SHALL BE LIMITED TO   40 FEET (12 192 MM) IN HEIGHT ABOVE GRADE.   3. COMBUSTIBLE EXTERIOR WALL COVERINGS CONSTRUCTED OF   FIRE-RETARDANT-TREATED WOOD COMPLYING WITH SECTION   2303.2 FOR EXTERIOR INSTALLATION SHALL NOT BE LIMITED   IN WALL SURFACE AREA WHERE THE FIRE SEPARATION DISTANCE   IS 5 FEET (1524 MM) OR LESS AND SHALL BE PERMITTED UP   TO 60 FEET (18 288 MM) IN HEIGHT ABOVE GRADE REGARDLESS   OF THE FIRE SEPARATION DISTANCE.       IN THIS APPLICATION WE ARE ABOVE 60'-0" IN HEIGHT.           2010 FBC-B 1509.2.4 TYPE OF CONSTRUCTION.PENTHOUSES   SHALL BE CONSTRUCTED WITH WALLS, FLOORS AND ROOF AS   REQUIRED FOR THE BUILDING.   EXCEPTIONS:1. ON BUILDINGS OF TYPE I CONSTRUCTION, THE   EXTERIOR WALLS AND ROOFS OF PENTHOUSES WITH A FIRE   SEPARATION DISTANCE OF MORE THAN 5 FEET (1524 MM) AND   LESS THAN 20 FEET (6096 MM) SHALL BE OF AT LEAST 1-HOUR   FIRE RESISTANCE-RATED NONCOMBUSTIBLE CONSTRUCTION.   WALLS AND ROOFS WITH A FIRE SEPARATION DISTANCE OF 20   FEET (6096 MM) OR GREATER SHALL BE OF NONCOMBUSTIBLE   CONSTRUCTION. INTERIOR FRAMING AND WALLS SHALL BE OF   NONCOMBUSTIBLE CONSTRUCTION.   2. ON BUILDINGS OF TYPE I CONSTRUCTION TWO STORIES   ABOVE GRADE PLANE OR LESS AND TYPE II CONSTRUCTION, THE   EXTERIOR WALLS AND ROOFS OF PENTHOUSES WITH A FIRE   SEPARATION DISTANCE OF MORE THAN 5 FEET (1524 MM) AND   LESS THAN 20 FEET (6096 MM) SHALL BE OF AT LEAST 1-HOUR   FIRE-RESISTANCE-RATED NONCOMBUSTIBLE OR   FIRE-RETARDANT-TREATED WOOD CONSTRUCTION. WALLS AND   ROOFS WITH A FIRE SEPARATION DISTANCE OF 20 FEET (6096   MM) OR GREATER SHALL BE OF NONCOMBUSTIBLE OR   FIRE-RETARDANT-TREATED WOOD CONSTRUCTION. INTERIOR   FRAMING AND WALLS SHALL BE OF NONCOMBUSTIBLE OR   FIRE-RETARDANT-TREATED WOOD CONSTRUCTION.           ANOTHER ISSUE WILL BE ADJUSTMENT FACTORS IN WOOD   STRUCTURAL PANELS FOR THE FIRE RETARDANT TREATMENT OF   THE PLYWOOD. SEE 2010 2303.2.5 STRENGTH ADJUSTMENTS.   DESIGN VALUES FOR UNTREATED LUMBER AND WOOD STRUCTURAL   PANELS, AS SPECIFIED IN SECTION 2303.1, SHALL BE   ADJUSTED FOR FIRE-RETARDANT-TREATED WOOD. ADJUSTMENTS   TO DESIGN VALUES SHALL BE BASED ON AN APPROVED METHOD   OF INVESTIGATION THAT TAKES INTO CONSIDERATION THE   EFFECTS OF THE ANTICIPATED TEMPERATURE AND HUMIDITY TO   WHICH THE FIRE-RETARDANT-TREATED WOOD WILL BE   SUBJECTED, THE TYPE OF TREATMENT AND REDRYING   PROCEDURES       2303.2.5.1 WOOD STRUCTURAL PANELS.   THE EFFECT OF TREATMENT AND THE METHOD OF REDRYING   AFTER TREATMENT, AND EXPOSURE TO HIGH TEMPERATURES AND   HIGH HUMIDITIES ON THE FLEXURE PROPERTIES OF   FIRE-RETARDANT-TREATED SOFTWOOD PLYWOOD SHALL BE   DETERMINED IN ACCORDANCE WITH ASTM D 5516. THE TEST   DATA DEVELOPED BY ASTM D 5516 SHALL BE USED TO DEVELOP   ADJUSTMENT FACTORS, MAXIMUM LOADS AND SPANS, OR BOTH,   FOR UNTREATED PLYWOOD DESIGN VALUES IN ACCORDANCE WITH   ASTM D 6305. EACH MANUFACTURER SHALL PUBLISH THE   ALLOWABLE MAXIMUM LOADS AND SPANS FOR SERVICE AS FLOOR   AND ROOF SHEATHING FOR ITS TREATMENT.           WHEN USING FIRE RETARDEANT TREATED PLYWOOD THERE IS A   CORROSIVE EFFECT THAT IS CAUSED BY THE SALT SOLUTIONS   IMPREGNATED INTO THE WOOD ON THE FASTENERS, PLEASE   PROVIDE HOW THE METAL FRAMING MEMBERS WIL BE PROTECTED   AS WELL AS COMPLIANCE WITH 2010 FBC-B 2304.9.5   FASTENERS AND CONNECTORS IN CONTACT WITH   PRESERVATIVE-TREATED AND FIRE-RETARDANT-TREATED WOOD.   FASTENERS AND CONNECTORS IN CONTACT WITH   PRESERVATIVE-TREATED AND FIRE-RETARDANT-TREATED WOOD   SHALL BE IN ACCORDANCE WITH SECTIONS 2304.9.5.1 THROUGH   2304.9.5.4. THE COATING WEIGHTS FOR ZINC-COATED   FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153.       2304.9.5.1 FASTENERS AND CONNECTORS FOR   PRESERVATIVE-TREATED WOOD.   FASTENERS IN CONTACT WITH PRESERVATIVE-TREATED WOOD   SHALL BE OF HOT-DIPPED ZINC-COATED GALVANIZED STEEL,   STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS   OTHER THAN NAILS, TIMBER RIVETS, WOOD SCREWS AND LAG   SCREWS SHALL BE PERMITTED TO BE OF MECHANICALLY   DEPOSITED ZINC-COATED STEEL WITH COATING WEIGHTS IN   ACCORDANCE WITH ASTM B 695, CLASS 55 MINIMUM.   CONNECTORS THAT ARE USED IN EXTERIOR APPLICATIONS AND   IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL HAVE   COATING TYPES AND WEIGHTS IN ACCORDANCE WITH THE   TREATED WOOD OR CONNECTOR MANUFACTURER?S   RECOMMENDATIONS. IN THE ABSENCE OF MANUFACTURER?S   RECOMMENDATIONS, A MINIMUM OF ASTM A 653, TYPE G185   ZINC-COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE   USED.       JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]                                                         Review Stop B BUILDING (STRUCTURAL) Rev No 10 Status P Date 2014-02-10 Cont ID   Sent By shill Date 2014-02-10 Time 11:24 Rev Time 0.00 Received By shill Date 2014-02-10 Time 11:24 Sent To   Notes 2014-02-10 11:25:14 RAILING SHOPS & CALCULATIONS     Review Stop B BUILDING (STRUCTURAL) Rev No 9 Status P Date 2014-01-21 Cont ID   Sent By jwitmer Date 2014-01-21 Time 11:53 Rev Time 0.00 Received By jwitmer Date 2014-01-21 Time 11:30 Sent To   Notes 2014-01-21 11:39:14 ROOF PT SHOP DRAWINGS & STUD RAIL DETAIL   FRICTION & ELONGATION CALCULATIONS FOR ROOF DECK. Review Stop B BUILDING (STRUCTURAL) Rev No 8 Status P Date 2013-12-02 Cont ID   Sent By jwitmer Date 2013-12-02 Time 09:54 Rev Time 0.00 Received By jwitmer Date 2013-12-02 Time 09:54 Sent To   Notes 2013-12-02 09:55:58 POST-TENSION CABLE SHOP DRAWINGS & CALCULATIONS FOR   LEVEL 3 & 4. JW Review Stop B BUILDING (STRUCTURAL) Rev No 7 Status P Date 2013-11-20 Cont ID   Sent By jwitmer Date 2013-11-20 Time 14:22 Rev Time 0.00 Received By jwitmer Date 2013-11-20 Time 14:22 Sent To   Notes 2013-11-20 14:24:34 SUBMITTAL:   NOV. 15/2013 SHOP DRAWINGS FOR 2 ND LEVEL POST-TENSION   CABLES & FRICTION & ELONGATION CALCULATIONS Review Stop B BUILDING (STRUCTURAL) Rev No 6 Status P Date 2013-11-04 Cont ID   Sent By jwitmer Date 2013-11-04 Time 16:13 Rev Time 0.00 Received By jwitmer Date 2013-11-04 Time 16:12 Sent To   Notes 2013-11-04 16:15:00 SUBMITTAL:   PLAZA DECK LEVEL 1 TENDON LAYOUT & FRICTION &   ELONGATION CALCULATIONS PLAZA LEVEL.     Review Stop B BUILDING (STRUCTURAL) Rev No 5 Status F Date 2013-10-19 Cont ID   Sent By jwitmer Date 2013-10-19 Time 10:31 Rev Time 0.00 Received By jwitmer Date 2013-10-19 Time 09:30 Sent To   Notes 2013-10-19 10:20:45 BUILDING PLAN REVIEW   PERMIT: 13010504   ADD: 631 EVERNIA ST   CONT: KAUFMAN LYNN   TEL: (561)827-2078       2010 FLORIDA BUILDING CODE W   * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA   BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION   2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.           1ST REVIEW   DATE: SAT. OCT. 19/2013   ACTION: DENIED       1) SHORING SHOP DRAWINGS:   PLAZA DECK BEAM SHORING   PLAZA DECK SHORING   2ND LEVEL SHORING           SPECIAL INSPECTION PLAN HAS NOT BEEN REVIEWED BY THE   DESIGN PROFESSIONAL.           FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR   SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,   SHOP DRAWINGS ETC...       JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]                                                                                                                                                 Review Stop B BUILDING (STRUCTURAL) Rev No 4 Status P Date 2013-05-06 Cont ID   Sent By jwitmer Date 2013-05-06 Time 10:16 Rev Time 0.00 Received By jwitmer Date 2013-05-06 Time 07:30 Sent To   Notes 2013-05-06 10:16:03 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       5TH REVIEW   MAY 06/ 2013   ACTION: PROVISO BEFORE PERMIT ISSUANCE               1) 5TH REVIEW IN PROCESS OF UNITY OF TITLE, ENGINEERING   WILL NOTIFY ME ONCE THE UNITY OF TITLE HAS BEEN   RECORDED.       THE CIVIL PLAN C-2 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) INFORMATIONAL ONLY, 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) COMPLIED.       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-D) COMPLIED.       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) 2ND REQUEST. THE CONTRACTOR WILL PRODUCE A JOB   SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION. THIS   MAY BE SUBMITTED TO KEN CONRAD BY E-MAIL. KEN CONRAD:   [email protected]       2E)(2) 3RD REQUEST. 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]       3-20) COMPLIED.       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.       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                                         Review Stop B BUILDING (STRUCTURAL) Rev No 3 Status F Date 2013-04-24 Cont ID   Sent By jwitmer Date 2013-04-23 Time 11:30 Rev Time 0.00 Received By jwitmer Date 2013-04-22 Time 09:00 Sent To   Notes 2013-04-22 13:28:11     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       3RD REVIEW   APRIL 22/ 2013   ACTION: DENIED       4TH REVIEW APRIL 24/2013       1) 3RD REVIEW IN PROCESS OF UNITY OF TITLE, ENGINEERING   WILL NOTIFY ME ONCE THE UNITY OF TITLE HAS BEEN   RECORDED.       THE CIVIL PLAN C-2 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) 3RD REQUEST! 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) 2ND REQUEST. 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) 3RD REQUEST. 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) COMPLIED. 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) 3RD REQUEST. 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. ALL TRADES THAT   PENETRATE THE FIRE RATED SLAB WILL NEED TO USE ONE   PRODUCT THAT IS TO BE SPECED OUT BY THE DESIGNER OF   RECORD, SO ALL PENETRATIONS WILL REQUIRE THE   ENGINEERING SHEETS FOR THAT SPECIFIC PRODUCT AND   APPLICATION.       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) 2ND REQUEST. 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) 3RD REQUEST. 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) SOILS REPORT BY ARDAMEN 11/19/2012, & 12/27/2012.   2010 FBC-B 1803.2 SOILS INVESTIGATION ARE PROVIDED WILL   REQUIRE A PEDS SIGNATURE SINCE THEY ARE SIGNED AND   SEALED.       4-5) COMPLIED.       6) 3RD REQUEST 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 (SHOP   DRAWING STAMP) 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) 2ND 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.   CORNELL GAGARGE DOOR PLEASE CIRCLE WHICH TYPE OF DOOR   IS TO BE INSTALLED AND ASSOCIATED PRESSURES.       (B) WINDOWS/ MULLIONS PLEASE CIRCLE WHICH APPLICATIONS   WILL BE USED FOR TYPE OF GLAZING SIZE OF WINDOW AND   ASSOCIATED PRESSURES, PLEASE INDICATE IF STEEL   RE-INFORCEMENT WILL BE REQUIRED FOR THE ASSOCIATED   PRESSUES.   (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL   LOUVERS, EFIS SYSTEMS,   (D) ROOFING PRODUCTS AND ASSEMBLIES ROOFING MEMBRANE   COVER SHEET IS ACTUALLY ROOFING INSULATION, NOT THE   ROOFING MEMBRANE, NO PRODUCT APPROVAL WAS SUBMITTED FOR   THE ROOF COVERING.   METAL ROOFING PLEASE CIRCLE WHICH SUB-SYSTEM IS TO BE   INSTALLED, AND IF ENHANCED FASTENING WILL BE ALLOWED   SEE ALLOWED. NOTE ONLY THE COVER SHEET WAS UPLOADED,   NEITHER THE EVALUATION REPORT WAS UPLOADED NOR THE   INSTALATION INSTRUCTIONS.   (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C   STANDS       8) 2COMPLIED.       9) SHEET LS-101:       9A-F) COMPLIED .           10) SHEET A-201:   10A-B) COMPLIED.   .   10C) BUILDING PROVISO: TO BE SUPPLIED AS A LOW VOLTAGE   PERMIT. 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)(1) 3RD REQUEST. 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.       10D) (2) COMPLIED. PROVIDE COMPLIANCE WITH 3002.4   ELEVATOR CAR TO ACCOMMODATE AN AMBULANCE STRETCHER.       11) SHEET A202 TRASH CHUTE   11A)3RD REQUEST. SEMI COMPLIED, LS-103/ LS-104. 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. PLEASE REVIEW THE   REQUIREMENTS FOR TERMINATION ROOM 708.13.4 ALSO SEE   708.8. 708.8 DEALS WITH HOW THE TRASH CHUTE WILL   PENETRATE THE 2 HOUR SHAFT.T .       11B) COMPLIED.       11C) COMPLIED.       11D) 4/24/13 COMPLIED. 4TH REVIEW.       11E) 3RD REQUEST. 4/24/2013 4TH REVIEW. 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 . TRASH CHUTE DETAILS WERE   UPLOADED AND DEPICT A 2 HR HEAT ACTIVATED ACCORDIAN   FIRE DAMPER. PLEASE PROVIDE THE MANUFACTURERS   INSTALATION INSTRUCTIONS THAT WILL THE DAMPER TO BE   INSTALLED ON A 45 DEGREE ANGLE, IT IS DEPICTED IN THERE   LITERATURE AS A HORIZONTAL APPLICATION.       11F) COMPLIED.       11G) 3RD REQUEST. 4TH REVIEW 4/24/13 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.BUILDINGS WITH SHUTES GREATER   THAN 3 STORIES SHALL HAVE ADDTIONAL HEADS AT   ALTERNATING FLOORS. NEITHER THE TRASH CHUTE NOR FIRE   SPRINKLER DRAWINGS HAVE ONLY ONE FIRE SPRINKLER HEAD AT   THE 3RD FLOOR.   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) COMPLIED.       13) 2ND REQUEST. SHEET A450 DETAILS 1-3 HAVE GENERAL   NOTES, A602, A609, A-620 AT DETAILS INDICATING SOLID   SHEATHING THEN NOTES 1 & 2 THE SPECIFIC NOTE INDICATES   THE USE OF DENSE-DECK. PLEASE BE AWARE OF PRESSURES   FROM THE PRODUCT APPROVAL WILL BE FOR 3/4 INCH OR 5/8   CDX PLYWOOD NOT FOR DENSE DECK, IF PLYWOOD IS USED IT   NEEDS TO BE FIRE RETARDENT TREATED PLYWOOD SEE 603.1.1.       4/24/13 NOTE HAVE BEEN CHANGED TO 5/8 INCH CDX PLYWOOD,   NO MENTION OF FIRE RETARDENT TREATED PLYWOOD.       13) COMPLIED.       14A) COMPLIED.       15) COMPLIED.       16) COMPIED.       17) COMPLIED.       18A-B COMPLIED.       18C) 3RD REQUEST.4TH REVIEW 4/24/13/ 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). THE PLANS DO NOT PROVIDE WHAT FLOOR FINISHES   WILL OCCUR IN THTE TENANT SUITES NOR THE COMMON AREAS   OR ELECTRICAL ROOMS ...       19) COMPLIED       20)COMPLIED.       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*****PLEASE!!!!!!!: 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                                         Review Stop B BUILDING (STRUCTURAL) Rev No 2 Status F Date 2013-03-25 Cont ID   Sent By jwitmer Date 2013-03-25 Time 16:36 Rev Time 0.00 Received By jwitmer Date 2013-03-25 Time 13:21 Sent To   Notes 2013-03-25 16:35:54     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       2ND REVIEW   MARCH 25/ 2013   ACTION: DENIED       1) SEMI-COMPLIED.       THE CIVIL PLAN C-2 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) 2ND REQUEST! 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) 2ND REQUEST. 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) 2ND REQUEST. 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) COMPLIED. 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) 2ND REQUEST. 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) 2ND REQUEST. 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) 2ND REQUEST. 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.       4-5) COMPLIED.       6) 2ND REQUEST 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) 2ND 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) 2ND REQUEST. 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-F) COMPLIED .           10) SHEET A-201:   10A) 2ND REQUEST. 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) 2ND REQUEST. 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) 2ND REQUEST. 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) SEMI COMPLIED, LS-103/ LS-104. 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. PLEASE REVIEW THE REQUIREMENTS FOR   TERMINATION ROOM 708.13.4.       11B) SEMI-COMPLIED. LS-103 ? LS-104. THE TRASH CHUTE   VESTIBULE COMMON TO 2ND- 6TH FLOORS, BEING LOCATED IN A   VESTIBULE. SHEET LS-103/ LS-104 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 3/4 HR OPENING   PROTECTIVES. THE LIFE SAFETY SHEETS DO NOT INDICATE A   3/4 HR RATING ON THE DOOR. 708.13.1 OPENINGS SHALL NOT   OPEN INTO CORRIDORS. 708.13.1.       11C) 2ND REQUEST LS-103/ LS-104. 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) 2ND REQUEST. 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) 2ND REQUEST. 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) 2ND REQUEST. PLEASE PROVIDE MANUFACTURERS SPEC ON   THE MATERIALS TO BE USED FOR THE REFUSE CHUTE.   708.13.2.       11G) 2ND REQUEST. 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) 2ND REQUEST. 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) 2ND REQUEST. SHEET A450 DETAILS 1-3 HAVE GENERAL   NOTES AT DETAILS INDICATING SOLID SHEATHING THEN NOTES   1 & 2 THE SPECIFIC NOTE INDICATES THE USE OF   DENSE-DECK. PLEASE BE AWARE OF PRESSURES FROM THE   PRODUCT APPROVAL WILL BE FOR 3/4 INCH OR 5/8 CDX   PLYWOOD NOT FOR DENSE DECK, IF PLYWOOD IS USED IT NEEDS   TO BE FIRE RETARDENT TREATED PLYWOOD SEE 603.1.1.       13A) 2ND REQUEST. 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) 2ND REQUEST. 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) 2ND REQUEST. 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) 2ND REQUEST. 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) 2ND REQUEST. 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) 2ND REQUEST. SHEET A-630 INDICATEES STAIR RAILING   DETAILS, NONE ARE SHOWN HANDRAILS OR GAURDRAILS. 2010   FBC-B 1013.3 GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW   PASSAGE OF A SPHERE 4 INCHES IN DIAMETER. GAURDRAILS TO   COMPLY WITH 1013.       17) 2ND REQUEST. 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) 2ND REQUEST, SHEET A-650 P2 PLEASE PROVIDE EITHER   THE UL LISTING INDICATING THE I HOUR FIRE RATING.       18B) 2ND REQUEST.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) 2ND REQUEST. 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)2ND REQUEST A-202 PLAZA DECK, PLEASE SHOW COMPLIANCE   WITH THE REQUIREMENT 2010 FBC-B 424.1.1 EFFECTIVE   BARRIER REQUIREMENTS FOR POOLS AND SPAS & 424.1.3.1.9..       20)COMPLIED.       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*****PLEASE!!!!!!!: 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                                         Review Stop B BUILDING (STRUCTURAL) Rev No 1 Status F Date 2013-02-21 Cont ID   Sent By jwitmer Date 2013-02-21 Time 16:26 Rev Time 0.00 Received By jwitmer Date 2013-02-14 Time 08:08 Sent To   Notes 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                                         Review Stop E ELECTRICAL Rev No 2 Status P Date 2013-03-22 Cont ID   Sent By rlecky Date 2013-03-22 Time 11:14 Rev Time 0.00 Received By rlecky Date 2013-03-22 Time 09:19 Sent To   Notes ***NONE*** Review Stop E ELECTRICAL Rev No 1 Status F Date 2013-02-22 Cont ID   Sent By rlecky Date 2013-02-22 Time 15:18 Rev Time 0.00 Received By rlecky Date 2013-02-06 Time 14:37 Sent To   Notes 2013-02-22 15:22:54 13010504   631 EVERNIA STREET   FIVE STORY CONDO       PLEASE REVISE THE PLANS IN RESPONSE TO THE FOLLOWING   ELECTRICAL REVIEW COMMENTS.       E2.3   ILLUMINATION OF THE MEANS OF EGRESS SHALL BE CONTINUOUS   DURING THE TIME LIGHTING IS NEEDED. VERIFY THAT ALL   REQUIRED EMERGENCY LIGHTING HAS BATTERY BACK UP. FBC   1006.1.2       E3.1   ADDITIONAL RECEPTACLES ARE REQUIRED IN TEH KITCHEN AND   AT THE ENTRANCE WALL AREA. NEC 210.52   NOTE 7 IS NOT APPROPRIATE BECAUSE NON METALLIC SHEATHED   CABLE IS NOT PERMITTED IN THIS OCCUPANCY. NEC 334.12       E4.1   PROVIDE A SAFETY LABELING SCHEDULE FOR FLASH PROTECTION   AND FOR THE PANEL BOARDS AND MAIN DISCONNECTING MEANS.   NEC 110.22, 110.16, 110.22       THE RESIDENTIAL 400 AMP METER CENTER APPEARS TO REQUIRE   AN ADDITIONAL SET OF FEEDERS. NEC 215.5       PROVIDE VERIFICATION ON THE PLANS THAT THE FIRE PUMP   FEEDERS, CIRCUIT CONDUCTORS, GENERATOR CONTROL WIRING   AND PUMP WIRING ARE APPROPRIATELY FIRE PROTECTED.   INDICATE THE FIRE RATING AND MATERIAL REQUIRED. NEC   695.6, 695.14       VERIFY THE FIRE PUMP FEEDERS ARE SIZED WITH A RATING   NOT LESS THAN 125% OF THE SUM OF THE FIRE PUMP MOTOR,   PRESSURE MAINTENANCE MOTORS AND 100 PERCENT OF THE   ACCESSORY?S. VERIFY THE MAXIMUM VOLTAGE DROP IS NOT   MORE THAN 15 % BELOW NORMAL STARTING AND 5% BELOW WHEN   THE MOTOR IS OPERATING AT 115% OF THE FULL ?LOAD   CURRENT RATING. NEC 695.6 , 695.7       INDICATE THAT ALL WIRING FOR EMERGENCY LOADS WILL BE   IDENTIFIED WITH PERMANENT MARKINGS AND KEPT ENTIRELY   INDEPENDENT OF ALL OTHER WIRING AND EQUIPMENT. NEC   700.9       PROVIDE SIGNS AT THE SERVICE INDICATING THE TYPE AND   LOCATION OF THE ON SITE EMERGENCY POWER SOURCE. NEC   700.8       PROVIDE PANEL SCHEDULES FOR PANEL P AND PANEL H1A. FBC   107           ROBERT LECKY   ELECTRICAL PLANS EXAMINER   [email protected]   561-805-6718     Review Stop ENG ENGINEERING CSD Rev No 1 Status P Date 2013-06-07 Cont ID   Sent By Mgonzale Date 2013-06-07 Time   Rev Time 1.00 Received By mgonzale Date 2013-06-07 Time   Sent To I Notes 2013-06-07 10:12:23 PLANS FOR SITE DEVELOPMENT HAVE BEEN APPROVED THRU ESD.       SATISFACTORY.       MANUEL JULIAN GONZALEZ   ENGINEERING PROJECT COORDINATOR   ENGINEERING SERVICES AND PUBLIC WORKS 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 Review Stop FIRE FIRE DEPARTMENT Rev No 5 Status P Date 2013-05-07 Cont ID   Sent By wjolin Date 2013-05-07 Time 10:08 Rev Time 0.00 Received By wjolin Date 2013-05-07 Time 09:47 Sent To   Notes 2013-05-07 10:08:50 610 EVERNIA STREET   PERMIT #13010504   REVIEW COMMENTS - FIRE DEPARTMENT       REVIEW #5 COMPLETED.       WESLEY JOLIN   FIRE INVESTIGATOR & INSPECTOR   OFFICE OF THE FIRE MARSHAL   WEST PALM BEACH FIRE RESCUE   [email protected]   (561) 805-6730 Review Stop FIRE FIRE DEPARTMENT Rev No 4 Status P Date 2013-04-23 Cont ID   Sent By wjolin Date 2013-04-23 Time 13:42 Rev Time 0.00 Received By wjolin Date 2013-04-23 Time 09:05 Sent To   Notes 2013-04-23 13:42:19 610 EVERNIA STREET   PERMIT #13010504   REVIEW COMMENTS - FIRE DEPARTMENT       *****APPROVED WITH PROVISIONS*****       SHEET T101: ADD THE FIRE SPRINKLER ENGINEERING   DOCUMENTS TO THEDRAWING SHEET INDEX.       SHEET FP1- FP12: CORRECT THE SITE ADDRESS FROM 627   EVERNIA STREET TO 631 EVERNIA STREET.       SHEET FP3: PROVIDE SPRINKLER PROTECTION IN EQUIPMENT   STORAGE ROOM LOCATED ON POOL DECK.       SHEET FP3: THERE APPEAR TO BE SEVERAL SOFFITS   OBSTRUCTING SPRINKLER SPRAY IN AND AROUND THE CLUBHOUSE   AREA. FOR EXAMPLE SPRINKLERS ARE SHOWN 11'-0' AFF IN   THE LIGHT COVE ADJACENT TO STEPPED CEILINGS OF 10'-0"   AND 9'-0" AFF. THE SPRINKLER LOCATIONS DO NOT APPEAR TO   COMPLY WITH OBSTRUCTION TABLE 8.6.5.1.2 (NFPA 13 - 2007   EDITION).       SHEET FP5: WEST STAIR - IT IS DIFFICULT TO DETERMINE IF   THE CORRIDOR SPRINKLER WILL PROTECT THE STAIR ENTRY   VESTIBULE.       SHEET FP12: PROVIDE 2-1/2" FIRE DEPARTMENT STANDPIPE   HOSE VALVES WITHOUT THE 1-1/2" REDUCER.       FIRE ALARM: PER LOCAL AMENDMENT; DUCT SMOKE DETECTORS   SHALL INITIATE A GENERAL ALARM IN LIEU OF A SUPERVISORY   ALARM CONDITION.       SHEET FA2.1: PROVIDE FIRE ALARM ANNUNCIATOR PANEL IN   LOBBY #001       SHEET FA2.1: PROVIDE NOTIFICATION APPLIANCE IN LAUNDRY   #015.       SHEET FA4.1: PROVIDE NOTIFICATION APPLIANCE IN COMMON   LAUNDRY ROOM. TYPICAL EACH FLOOR.       WESLEY JOLIN   FIRE INVESTIGATOR & INSPECTOR   OFFICE OF THE FIRE MARSHAL   WEST PALM BEACH FIRE RESCUE   [email protected]   (561) 805-6730 Review Stop FIRE FIRE DEPARTMENT Rev No 3 Status F Date 2013-04-22 Cont ID   Sent By wjolin Date 2013-04-22 Time 09:48 Rev Time 0.00 Received By wjolin Date 2013-04-22 Time 08:01 Sent To   Notes 2013-04-22 09:23:17 610 EVERNIA STREET   PERMIT #13010504   REVIEW COMMENTS - FIRE DEPARTMENT       RESPONSE COMMENT (04/22/13): THE ARCHITECTURAL RESPONSE   LETTER INDICATES FIRE PROTECTION DRAWINGS FP-1 THROUGH   FP-12 HAVE BEEN UPLOADED; HOWEVER, THESE DRAWINGS COULD   NOT BE FOUND DURING PLAN REVIEW. ALSO, THESE DRAWINGS   DO NOT APPEAR IN THE DRAWING INDEX SHEET T-101.   RESPONSE COMMENT (03/27/13): ENGINEERED CONTRUCTION   DOCUMENTS ARE REQUIRED BEFORE ANY SUB- PERMITS WILL BE   ISSUED.   ORIGINAL COMMENT - FOR ISSUANCE OF A GENERAL BUILDING   PERMIT, SECTION 105.3.1.2(2) OF THE FLORIDA BUILDING   CODE REQUIRES SEALED FIRE PROTECTION CONSTRUCTION   DOCUMENTS FOR THE DESIGN OF 50 OR MORE AUTOMATIC FIRE   SPRINKLERS. AFTER THE BUILDING PERMIT HAS BEEN ISSUED,   THE SUBCONTRACTORS CAN THEN SUBMIT SHOP DRAWINGS   (CONFORMING TO THE ENGINEERED CONSTRUCTION DOCUMENTS)   FOR A SUB-PERMIT. PER FLORIDA ADMINISTRATIVE CODE   SECTION 61G15-32.004, FIRE PROTECTION ENGINEERING   DOCUMENTS SHALL INCLUDE THE POINT OF SERVICE FOR THE   WATER SUPPLY, A LIST OF APPLICABLE NFPA STANDARDS   APPLICABLE TO THE PROJECT, CLASSIFICATION OF HAZARD   OCCUPANCY FOR EACH ROOM OR AREA, SUPPRESSION SYSTEM   TYPE, DESIGN DENSITIES, WATER SUPPLY DATA (FIRE PUMP   DATA, HYDRANT FLOW TEST DATA) AND ANY PERFORMANCE BASED   INFORMATION SUCH AS PRE-ENGINEERED SYSTEMS.       RESPONSE COMMENT (04/22/13): THE ARCHITECTURAL RESPONSE   LETTER INDICATES FIRE PROTECTION DRAWINGS FP-1 THROUGH   FP-12 HAVE BEEN UPLOADED; HOWEVER, THESE DRAWINGS COULD   NOT BE FOUND DURING PLAN REVIEW. ALSO, THESE DRAWINGS   DO NOT APPEAR IN THE DRAWING INDEX SHEET T-101.   RESPONSE COMMENT (03/27/13): ENGINEERED CONTRUCTION   DOCUMENTS ARE REQUIRED BEFORE ANY SUB- PERMITS WILL BE   ISSUED.   ORIGINAL COMMENT - PROVIDE AN AUTOMATIC CLASS I   STANDPIPE SYSTEM THROUGHOUT THE BUILDING INCLUDING THE   PARKING GARAGE.       RESPONSE COMMENT (04/22/13): THE ELECTRONIC TRACKING   SOFTWARE INDICATES THIS IS STILL DRAWING VERSION #2   (SUBMITTED 03/14/13) SO NOTHING HAS BEEN CHANGED SINCE   THE COMMENT.   RESPONSE COMMENT (03/27/13): SEVERAL OF THE DOORS DO   NOT INDICATE THE TYPE OF HARDWARE TO BE USED. ON SHEET   A-202 FOR EXAMPLE, DOORS LOCATED IN CLUBHOUSE #002 HAVE   DOORS #002A (MARK SF-8) AND #002D (MARK F-1) THAT SERVE   AN ASSEMBLY USE WITH AN OCCUPANT LOAD EXCEEDING 100   PERSONS BUT THE DOOR SCHEDULE DOES NOT INDICATE THE USE   OF PANIC HARDWARE. ANOTHER EXAMPLE IS NORTH STAIR DOOR   #002E (MARK SS15) WHERE THE PLAN STATES, "FIRE EXIT   HARDWARE" BUT THE DOOR SCHEDULE DOES NOT. ON SHEET   A-201, DOOR #G03 (MARK F2) INDICATES PANIC HARDWARE IN   THE SCHEDULE BUT THIS IS A FIRE RATED DOOR NEEDING FIRE   EXIT HARDWARE. THESE ARE JUST SOME EXAMPLES. PLEASE   VERIFY ALL DOORS THROUGHOUT PLANS.       RESPONSE COMMENT (04/22/13): THE ELECTRONIC TRACKING   SOFTWARE INDICATES THIS IS STILL DRAWING VERSION #2   (SUBMITTED 03/14/13); NO FLOOR DRAIN SHOWN ON SHEET   P1.2.   RESPONSE COMMENT (03/27/13): STILL NO FLOOR DRAIN SHOWN   ON SHEET P1.2.   REPEAT COMMENT - SHEET P1.2: NO FLOOR DRAIN PROVIDED IN   FIRE PUMP ROOM.       RESPONSE COMMENT (04/22/13): THE ELECTRONIC TRACKING   SOFTWARE INDICATES THIS IS STILL DRAWING VERSION #1   (SUBMITTED 02/16/13).THE FLOOR PLAN FOR SHEET MEP1.1   NEEDS TO BE UPDATED TO REFLECT THE ARCHITECTURAL   CHANGES SHOWING THE 2-HOUR FIRE BARRIER SEPARATION   BETWEEN THE STAIR SHAFT AND TRASH CHUTE.   RESPONSE COMMENT (03/27/13): NON-ESSENTIAL STAIR   EQUIPMENT IS STILL SHOWN ON THE PLAN.   REPEAT COMMENT - SHEET MEP1.1: STAIR SHAFT PENETRATIONS   SHALL BE LIMITED TO EQUIPMENT ESSENTIAL TO THE FUNCTION   OF THE STAIR (SPRINKLERS, STANDPIPES, STAIR   PRESSURIZATION DUCTS, ETC.)       RESPONSE COMMENT (04/22/13): THE ARCHITECTURAL RESPONSE   LETTER INDICATES FIRE ALARM DRAWINGS FA1.1 THROUGH   FA1.7 HAVE BEEN UPLOADED; HOWEVER, THESE DRAWINGS COULD   NOT BE FOUND DURING PLAN REVIEW.   RESPONSE COMMENT (03/27/13): FIRE ALARM DRAWINGS FA1.1   THROUGH FA1.7 WERE NOT SUBMITTED FOR REVIEW. ALSO INDEX   SHEET T-101 DOES NOT INDICATE FIRE ALARM DRAWINGS.   ELECTRICAL: NO FIRE ALARM CONSTRUCTION DOCUMENTS COULD   BE LOCATED. PROVIDE SPEAKER/STROBE NOTIFICATION   APPLIANCES WITH VOICE ANNOUNCEMENTS AND MICROPHONE.   PROVIDE A PRE-RECORDED FIRE ALARM EVACUATION MESSAGE   NOTIFYING OCCUPANTS AN EMERGENCY HAS BEEN REPORTED IN   THE BUILDING, LOCATE THE NEAREST EXIT, AND EXIT THE   BUILDING IMMEDIATELY. DO NOT USE THE ELEVATOR.       RESPONSE COMMENT (04/22/13): THE ARCHITECTURAL RESPONSE   LETTER INDICATES FIRE ALARM DRAWINGS FA1.1 THROUGH   FA1.7 HAVE BEEN UPLOADED; HOWEVER, THESE DRAWINGS COULD   NOT BE FOUND DURING PLAN REVIEW.   RESPONSE COMMENT (03/27/13): FIRE ALARM DRAWINGS FA1.1   THROUGH FA1.7 WERE NOT SUBMITTED FOR REVIEW. ALSO INDEX   SHEET T-101 DOES NOT INDICATE FIRE ALARM DRAWINGS.   ELECTRICAL: PROVIDE PHASE 1 RECALL AND PHASE II   FIREFIGHTER EMERGENCY OPERATIONS FOR ELEVATORS. PROVIDE   SMOKE DETECTION IN ELEVATOR LOBBY AND MACHINE ROOM   AREAS. ELEVATOR RECALL SHALL BE INTERFACED WITH FIRE   ALARM SYSTEM.       RESPONSE COMMENT (04/22/13): THE ARCHITECTURAL RESPONSE   LETTER INDICATES FIRE ALARM DRAWINGS FA1.1 THROUGH   FA1.7 HAVE BEEN UPLOADED; HOWEVER, THESE DRAWINGS COULD   NOT BE FOUND DURING PLAN REVIEW.   RESPONSE COMMENT (03/27/13): FIRE ALARM DRAWINGS FA1.1   THROUGH FA1.7 WERE NOT SUBMITTED FOR REVIEW. ALSO INDEX   SHEET T-101 DOES NOT INDICATE FIRE ALARM DRAWINGS.   ELECTRICAL: PLANS DO NOT INDICATE THE METHOD (HEAT   DETECTOR/FLOW SWITCH WITHOUT TIME DELAY) USED TO SHUNT   TRIP POWER TO THE ELEVATOR IN THE EVENT AN AUTOMATIC   SPRINKLER ACTIVATES IN THE ELEVATOR MACHINE ROOM.       RESPONSE COMMENT (04/22/13): THE ARCHITECTURAL RESPONSE   LETTER INDICATES FIRE ALARM DRAWINGS FA1.1 THROUGH   FA1.7 HAVE BEEN UPLOADED; HOWEVER, THESE DRAWINGS COULD   NOT BE FOUND DURING PLAN REVIEW.   RESPONSE COMMENT (03/27/13): FIRE ALARM DRAWINGS FA1.1   THROUGH FA1.7 WERE NOT SUBMITTED FOR REVIEW. ALSO INDEX   SHEET T-101 DOES NOT INDICATE FIRE ALARM DRAWINGS.   ELECTRICAL: PROVIDE TAMPER SWITCHES FOR SUPERVISING THE   BACKFLOW PREVENTER IN THE OPEN POSITION.       WESLEY JOLIN   FIRE INVESTIGATOR & INSPECTOR   OFFICE OF THE FIRE MARSHAL   WEST PALM BEACH FIRE RESCUE   [email protected]   (561) 805-6730 Review Stop FIRE FIRE DEPARTMENT Rev No 2 Status F Date 2013-03-27 Cont ID   Sent By wjolin Date 2013-03-27 Time 13:18 Rev Time 0.00 Received By wjolin Date 2013-03-27 Time 10:39 Sent To   Notes 2013-03-27 11:12:59 610 EVERNIA STREET   PERMIT #13010504   REVIEW COMMENTS - FIRE DEPARTMENT       RESPONSE COMMENT (03/27/13): PLEASE PROVIDE A NOTE ON   THE PLANS.   ORIGINAL COMMENT: ALL CONSTRUCTION WORK SHALL CONFORM   TO THE REQUIREMENTS OF NFPA 241. THE FIRE PROTECTION   STANDPIPE SYSTEM SHALL BE EXTENDED TO EACH FLOOR AS   EACH FLOOR IS CONSTRUCTED. PORTABLE FIRE EXTINGUISHERS   SHALL BE LOCATED THROUGHOUT THE CONSTRUCTION AREA.   SMOKING SHALL BE PROHIBITED EXCEPT IN DESIGNATED   EXTERIOR AREAS. ALL CONSTRUCTION AREAS SHALL HAVE "NO   SMOKING" SIGNS POSTED. WHERE SMOKING IS PERMITTED   OUTSIDE THE BUILDING, SAFE RECEPTACLES FOR SMOKING   MATERIALS SHALL BE PROVIDED.       RESPONSE COMMENT (03/27/13): ENGINEERED CONTRUCTION   DOCUMENTS ARE REQUIRED BEFORE ANY SUB- PERMITS WILL BE   ISSUED.   ORIGINAL COMMENT - FOR ISSUANCE OF A GENERAL BUILDING   PERMIT, SECTION 105.3.1.2(2) OF THE FLORIDA BUILDING   CODE REQUIRES SEALED FIRE PROTECTION CONSTRUCTION   DOCUMENTS FOR THE DESIGN OF 50 OR MORE AUTOMATIC FIRE   SPRINKLERS. AFTER THE BUILDING PERMIT HAS BEEN ISSUED,   THE SUBCONTRACTORS CAN THEN SUBMIT SHOP DRAWINGS   (CONFORMING TO THE ENGINEERED CONSTRUCTION DOCUMENTS)   FOR A SUB-PERMIT. PER FLORIDA ADMINISTRATIVE CODE   SECTION 61G15-32.004, FIRE PROTECTION ENGINEERING   DOCUMENTS SHALL INCLUDE THE POINT OF SERVICE FOR THE   WATER SUPPLY, A LIST OF APPLICABLE NFPA STANDARDS   APPLICABLE TO THE PROJECT, CLASSIFICATION OF HAZARD   OCCUPANCY FOR EACH ROOM OR AREA, SUPPRESSION SYSTEM   TYPE, DESIGN DENSITIES, WATER SUPPLY DATA (FIRE PUMP   DATA, HYDRANT FLOW TEST DATA) AND ANY PERFORMANCE BASED   INFORMATION SUCH AS PRE-ENGINEERED SYSTEMS.       RESPONSE COMMENT (03/27/13): ENGINEERED CONTRUCTION   DOCUMENTS ARE REQUIRED BEFORE ANY SUB- PERMITS WILL BE   ISSUED.   ORIGINAL COMMENT - PROVIDE AN AUTOMATIC CLASS I   STANDPIPE SYSTEM THROUGHOUT THE BUILDING INCLUDING THE   PARKING GARAGE.       RESPONSE COMMENT (03/27/13): SHEET A202 STILL INDICATES   "TRASH CHUTE THROUGH WALL."   ORIGINAL COMMENT - SHEET A202: TRASH CHUTE STAIR   PENETRATIONS ARE NOT PERMITTED ON ANY LEVEL PER SECTION   7.1.3.2 (NFPA 101).       RESPONSE COMMENT (03/27/13): SEVERAL OF THE DOORS DO   NOT INDICATE THE TYPE OF HARDWARE TO BE USED. ON SHEET   A-202 FOR EXAMPLE, DOORS LOCATED IN CLUBHOUSE #002 HAVE   DOORS #002A (MARK SF-8) AND #002D (MARK F-1) THAT SERVE   AN ASSEMBLY USE WITH AN OCCUPANT LOAD EXCEEDING 100   PERSONS BUT THE DOOR SCHEDULE DOES NOT INDICATE THE USE   OF PANIC HARDWARE. ANOTHER EXAMPLE IS NORTH STAIR DOOR   #002E (MARK SS15) WHERE THE PLAN STATES, "FIRE EXIT   HARDWARE" BUT THE DOOR SCHEDULE DOES NOT. ON SHEET   A-201, DOOR #G03 (MARK F2) INDICATES PANIC HARDWARE IN   THE SCHEDULE BUT THIS IS A FIRE RATED DOOR NEEDING FIRE   EXIT HARDWARE. THESE ARE JUST SOME EXAMPLES. PLEASE   VERIFY ALL DOORS THROUGHOUT PLANS.   REPEAT COMMENT - SHEET A800: FIRE-RATED DOORS SHOULD BE   EQUIPPED WITH FIRE EXIT HARDWARE IN LIEU OF THE   SPECIFIED PANIC HARDWARE.       RESPONSE COMMENT (03/27/13): STILL NO FLOOR DRAIN SHOWN   ON SHEET P1.2.   REPEAT COMMENT - SHEET P1.2: NO FLOOR DRAIN PROVIDED IN   FIRE PUMP ROOM.       RESPONSE COMMENT (03/27/13): NON-ESSENTIAL STAIR   EQUIPMENT IS STILL SHOWN ON THE PLAN.   REPEAT COMMENT - SHEET MEP1.1: STAIR SHAFT PENETRATIONS   SHALL BE LIMITED TO EQUIPMENT ESSENTIAL TO THE FUNCTION   OF THE STAIR (SPRINKLERS, STANDPIPES, STAIR   PRESSURIZATION DUCTS, ETC.)       RESPONSE COMMENT (03/27/13): FIRE ALARM DRAWINGS FA1.1   THROUGH FA1.7 WERE NOT SUBMITTED FOR REVIEW. ALSO INDEX   SHEET T-101 DOES NOT INDICATE FIRE ALARM DRAWINGS.   ELECTRICAL: NO FIRE ALARM CONSTRUCTION DOCUMENTS COULD   BE LOCATED. PROVIDE SPEAKER/STROBE NOTIFICATION   APPLIANCES WITH VOICE ANNOUNCEMENTS AND MICROPHONE.   PROVIDE A PRE-RECORDED FIRE ALARM EVACUATION MESSAGE   NOTIFYING OCCUPANTS AN EMERGENCY HAS BEEN REPORTED IN   THE BUILDING, LOCATE THE NEAREST EXIT, AND EXIT THE   BUILDING IMMEDIATELY. DO NOT USE THE ELEVATOR.       RESPONSE COMMENT (03/27/13): FIRE ALARM DRAWINGS FA1.1   THROUGH FA1.7 WERE NOT SUBMITTED FOR REVIEW. ALSO INDEX   SHEET T-101 DOES NOT INDICATE FIRE ALARM DRAWINGS.   ELECTRICAL: PROVIDE PHASE 1 RECALL AND PHASE II   FIREFIGHTER EMERGENCY OPERATIONS FOR ELEVATORS. PROVIDE   SMOKE DETECTION IN ELEVATOR LOBBY AND MACHINE ROOM   AREAS. ELEVATOR RECALL SHALL BE INTERFACED WITH FIRE   ALARM SYSTEM.       RESPONSE COMMENT (03/27/13): FIRE ALARM DRAWINGS FA1.1   THROUGH FA1.7 WERE NOT SUBMITTED FOR REVIEW. ALSO INDEX   SHEET T-101 DOES NOT INDICATE FIRE ALARM DRAWINGS.   ELECTRICAL: PLANS DO NOT INDICATE THE METHOD (HEAT   DETECTOR/FLOW SWITCH WITHOUT TIME DELAY) USED TO SHUNT   TRIP POWER TO THE ELEVATOR IN THE EVENT AN AUTOMATIC   SPRINKLER ACTIVATES IN THE ELEVATOR MACHINE ROOM.       RESPONSE COMMENT (03/27/13): FIRE ALARM DRAWINGS FA1.1   THROUGH FA1.7 WERE NOT SUBMITTED FOR REVIEW. ALSO INDEX   SHEET T-101 DOES NOT INDICATE FIRE ALARM DRAWINGS.   ELECTRICAL: PROVIDE TAMPER SWITCHES FOR SUPERVISING THE   BACKFLOW PREVENTER IN THE OPEN POSITION.       WESLEY JOLIN   FIRE INVESTIGATOR & INSPECTOR   OFFICE OF THE FIRE MARSHAL   WEST PALM BEACH FIRE RESCUE   [email protected]   (561) 805-6730 Review Stop FIRE FIRE DEPARTMENT Rev No 1 Status F Date 2013-02-07 Cont ID   Sent By wjolin Date 2013-02-07 Time 10:06 Rev Time 0.00 Received By wjolin Date 2013-02-06 Time 09:50 Sent To   Notes 2013-02-06 15:13:02 610 EVERNIA STREET   PERMIT #13010504   REVIEW COMMENTS - FIRE DEPARTMENT       THE ADDRESS PROVIDED ON THE PLANS (627 EVERNIA STREET)   DOES NOT MATCH THE ADDRESS PROVIDED ON THE PERMIT   APPLICATION (631 EVERNIA STREET).       PROVIDE A FREESTANDING SIGN (IN FRONT OF THE FIRE   DEPARTMENT CONNECTION) READING, "FIRE LANE - NO PARKING   BY ORDER OF THE FIRE DEPARTMENT." SIGN SHALL BE 12" X   18" WITH A WHITE BACKGROUND AND RED LETTERS AND SHALL   BE A MAXIMUM OF SEVEN FEET IN HEIGHT TO THE BOTTOM OF   THE SIGN.       ALL CONSTRUCTION WORK SHALL CONFORM TO THE REQUIREMENTS   OF NFPA 241. THE FIRE PROTECTION STANDPIPE SYSTEM SHALL   BE EXTENDED TO EACH FLOOR AS EACH FLOOR IS CONSTRUCTED.   PORTABLE FIRE EXTINGUISHERS SHALL BE LOCATED THROUGHOUT   THE CONSTRUCTION AREA. SMOKING SHALL BE PROHIBITED   EXCEPT IN DESIGNATED EXTERIOR AREAS. ALL CONSTRUCTION   AREAS SHALL HAVE "NO SMOKING" SIGNS POSTED. WHERE   SMOKING IS PERMITTED OUTSIDE THE BUILDING, SAFE   RECEPTACLES FOR SMOKING MATERIALS SHALL BE PROVIDED.       FOR ISSUANCE OF A GENERAL BUILDING PERMIT, SECTION   105.3.1.2(2) OF THE FLORIDA BUILDING CODE REQUIRES   SEALED FIRE PROTECTION CONSTRUCTION DOCUMENTS FOR THE   DESIGN OF 50 OR MORE AUTOMATIC FIRE SPRINKLERS. AFTER   THE BUILDING PERMIT HAS BEEN ISSUED, THE SUBCONTRACTORS   CAN THEN SUBMIT SHOP DRAWINGS (CONFORMING TO THE   ENGINEERED CONSTRUCTION DOCUMENTS) FOR A SUB-PERMIT.   PER FLORIDA ADMINISTRATIVE CODE SECTION 61G15-32.004,   FIRE PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE   POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF   APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT,   CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR   AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER   SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA)   AND ANY PERFORMANCE BASED INFORMATION SUCH AS   PRE-ENGINEERED SYSTEMS.       PROVIDE AN AUTOMATIC CLASS I STANDPIPE SYSTEM   THROUGHOUT THE BUILDING INCLUDING THE PARKING GARAGE.       PER NFPA 101 SECTION 7.2.2.5.4 - STAIRWAY   IDENTIFICATION: NEW ENCLOSED STAIRS SERVING THREE OR   MORE STORIES AND EXISTING ENCLOSED STAIRS SERVING FIVE   OR MORE STORIES SHALL COMPLY WITH 7.2.2.5 (A) THROUGH   (L).   (A) THE STAIRS SHALL BE PROVIDED WITH SPECIAL SIGNAGE   WITHIN THE ENCLOSURE AT EACH FLOOR LANDING.   (B) THE SIGNAGE SHALL INDICATE THE FLOOR LEVEL.   (C) THE SIGNAGE SHALL INDICATE THE TERMINUS OF THE TOP   AND BOTTOM OF THE STAIR ENCLOSURE.   (D) THE SIGNAGE SHALL INDICATE THE IDENTIFICATION OF   THE STAIR ENCLOSURE.   (E) THE SIGNAGE SHALL INDICATE THE FLOOR LEVEL OF, AND   THE DIRECTION TO, EXIT DISCHARGE.   (F) THE SIGNAGE SHALL BE LOCATED INSIDE THE ENCLOSURE   APPROXIMATELY 60-INCHES ABOVE THE FLOOR LANDING IN A   POSITION THAT IS VISIBLE WHEN THE DOOR IS IN THE OPEN   OR CLOSED POSITION.   (G) THE FLOOR LEVEL DESIGNATION SHALL ALSO BE TACTILE.   (H) THE SIGNAGE SHALL BE PAINTED OR STENCILED ON THE   WALL OR ON A SEPARATE SIGN SECURELY ATTACHED TO THE   WALL.   (I) THE STAIRWAY IDENTIFICATION LETTER SHALL BE LOCATED   AT THE TOP OF THE SIGN IN MINIMUM 1-INCH HIGH   LETTERING.   (J) SIGNAGE THAT READS "NO ROOF ACCESS" AND IS LOCATED   UNDER THE STAIRWAY IDENTIFICATION LETTER SHALL   DESIGNATE STAIRWAYS THAT DO NOT PROVIDE ROOF ACCESS.   LETTERING SHALL BE A MINIMUM OF 1-INCH HIGH.   (K) THE FLOOR LEVEL NUMBER SHALL BE LOCATED IN THE   MIDDLE OF THE SIGN IN MINIMUM 5-INCH HIGH NUMBERS.   MEZZANINE LEVELS SHALL HAVE THE LETTER "M" OR OTHER   APPROPRIATE IDENTIFICATION LETTER PRECEDING THE FLOOR   NUMBER, WHILE BASEMENT LEVELS SHALL HAVE THE LETTER "B"   OR OTHER APPROPRIATE IDENTIFICATION LETTER PRECEDING   THE FLOOR LEVEL NUMBER.   (M) IDENTIFICATION OF THE LOWER AND UPPER TERMINUS OF   THE STAIRWAY SHALL BE LOCATED AT THE BOTTOM OF THE SIGN   IN MINIMUM 1-INCH HIGH LETTERS OR NUMBERS.       PER NFPA 101 SECTION 7.2.2.5.4.2: WHEREVER AN ENCLOSED   STAIR REQUIRES TRAVEL IN AN UPWARD DIRECTION TO REACH   THE LEVEL OF EXIT DISCHARGE, SPECIAL SIGNS WITH   DIRECTIONAL INDICATORS SHOWING THE DIRECTION TO THE   LEVEL OF EXIT DISCHARGE SHALL BE PROVIDED AT EACH FLOOR   LEVEL LANDING FROM WHICH UPWARD DIRECTION OF TRAVEL IS   REQUIRED.       SHEET LS100: UPDATE THE CODE LIST TO REFERENCE THE 2010   EDITION OF THE FLORIDA FIRE PREVENTION CODE WHICH   CONTAINS THE 2009 EDITION OF BOTH NFPA 1 AND NFPA 101   WITH FLORIDA AMENDMENTS.       SHEET LS102: PROVIDE FLOOR PAINT (OR SIMILAR MARKINGS)   LEADING FROM EAST STAIR ENCLOSURE TO REAR EXTERIOR EXIT   STAIR.       SHEET LS102: INDICATE THE FIRE RATING OF THE WALLS FOR   THE FIRE PUMP ROOM AND THE TRASH COLLECTION ROOM.       SHEET A202: TRASH CHUTE STAIR PENETRATIONS ARE NOT   PERMITTED ON ANY LEVEL PER SECTION 7.1.3.2 (NFPA 101).       SHEET A800: NONE OF THE DOOR NUMBERS (001A, 001B, 016A   ETC.) CAN BE LOCATED IN THE DOOR SCHEDULE.       SHEET A800: FIRE-RATED DOORS SHOULD BE EQUIPPED WITH   FIRE EXIT HARDWARE IN LIEU OF THE SPECIFIED PANIC   HARDWARE.       SHEET P1.2: NO FLOOR DRAIN PROVIDED IN FIRE PUMP ROOM.       SHEET MEP1.1: STAIR SHAFT PENETRATIONS SHALL BE LIMITED   TO EQUIPMENT ESSENTIAL TO THE FUNCTION OF THE STAIR   (SPRINKLERS, STANDPIPES, STAIR PRESSURIZATION DUCTS,   ETC.)       SHEET E2.1: EXIT SIGN NEEDS TO IDENTIFY EXIT IS THROUGH   A SIDE-SWINGING DOOR NOT A ROLLING OVERHEAD DOOR.       SHEET E2.2: OCCUPANTS SHOULD NOT BE DIRECTED TO EXIT   THROUGH THE FITNESS CENTER.       SHEET E2.2: PROVIDE EXTERIOR EXIT SIGNS IDENTIFYING THE   EXTERIOR STAIRS AS EXITS.       SHEET E2.2: PROVIDE LIGHTING AND EMERGENCY LIGHTING   ALONG THE ENTIRE EXIT PATHS LEADING TO A PUBLIC WAY.       ELECTRICAL: NO FIRE ALARM CONSTRUCTION DOCUMENTS COULD   BE LOCATED. PROVIDE SPEAKER/STROBE NOTIFICATION   APPLIANCES WITH VOICE ANNOUNCEMENTS AND MICROPHONE.   PROVIDE A PRE-RECORDED FIRE ALARM EVACUATION MESSAGE   NOTIFYING OCCUPANTS AN EMERGENCY HAS BEEN REPORTED IN   THE BUILDING, LOCATE THE NEAREST EXIT, AND EXIT THE   BUILDING IMMEDIATELY. DO NOT USE THE ELEVATOR.       ELECTRICAL: PROVIDE PHASE 1 RECALL AND PHASE II   FIREFIGHTER EMERGENCY OPERATIONS FOR ELEVATORS. PROVIDE   SMOKE DETECTION IN ELEVATOR LOBBY AND MACHINE ROOM   AREAS. ELEVATOR RECALL SHALL BE INTERFACED WITH FIRE   ALARM SYSTEM.       ELECTRICAL: PLANS DO NOT INDICATE THE METHOD (HEAT   DETECTOR/FLOW SWITCH WITHOUT TIME DELAY) USED TO SHUNT   TRIP POWER TO THE ELEVATOR IN THE EVENT AN AUTOMATIC   SPRINKLER ACTIVATES IN THE ELEVATOR MACHINE ROOM.       ELECTRICAL: PROVIDE TAMPER SWITCHES FOR SUPERVISING THE   BACKFLOW PREVENTER IN THE OPEN POSITION.       WESLEY JOLIN   FIRE INVESTIGATOR & INSPECTOR   OFFICE OF THE FIRE MARSHAL   WEST PALM BEACH FIRE RESCUE   [email protected]   (561) 805-6730     Review Stop I INCOMING/PROCESSING Rev No 9 Status   Date   Cont ID   Sent By   Date   Time   Rev Time 0.00 Received By jwitmer Date 2014-04-18 Time 17:36 Sent To   Notes 2014-04-18 17:36:44 ZONING PROVISOS: INCOMING SENT TO ZONING BOX. JW Review Stop I INCOMING/PROCESSING Rev No 8 Status N Date 2014-01-21 Cont ID   Sent By jwitmer Date 2014-01-21 Time 11:53 Rev Time 0.00 Received By jwitmer Date 2014-01-14 Time 09:16 Sent To   Notes 2014-01-15 09:17:19 POST TENSION CABLES SHOP DRAWINGS SENT TO J. WITMER'S   DESK FOR REVIEW. JG. Review Stop I INCOMING/PROCESSING Rev No 7 Status N Date 2014-01-21 Cont ID   Sent By jwitmer Date 2013-11-26 Time 11:54 Rev Time 0.00 Received By jwitmer Date 2013-11-26 Time 10:00 Sent To   Notes 2013-11-27 10:01:23 POST TENSION CABLE SHOP DRAWINGS SUBMITTAL SENT TO   JIM'S DESK FOR REVIEW. JG. Review Stop I INCOMING/PROCESSING Rev No 6 Status N Date 2013-11-04 Cont ID   Sent By jwitmer Date 2013-11-04 Time 16:15 Rev Time 0.00 Received By jwitmer Date 2013-10-31 Time 17:12 Sent To   Notes 2013-10-31 17:12:32 INCOMING SENT TO JW DESK .JW Review Stop I INCOMING/PROCESSING Rev No 5 Status N Date 2013-10-31 Cont ID   Sent By jwitmer Date 2013-10-19 Time 17:10 Rev Time 0.00 Received By jwitmer Date 2013-10-17 Time 10:32 Sent To   Notes 2013-10-17 10:33:34 TO JW DESK     Review Stop I INCOMING/PROCESSING Rev No 4 Status N Date 2013-05-30 Cont ID   Sent By rregueir Date 2013-05-07 Time 08:31 Rev Time 0.00 Received By rregueir Date 2013-05-03 Time 15:10 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 3 Status N Date   Cont ID   Sent By   Date 2013-05-02 Time   Rev Time 0.00 Received By cpuell Date 2013-04-10 Time 15:50 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 2 Status N Date   Cont ID   Sent By   Date 2013-04-05 Time   Rev Time 0.00 Received By rregueir Date 2013-03-15 Time 10:10 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 1 Status N Date   Cont ID   Sent By   Date 2013-02-22 Time   Rev Time 0.00 Received By rlecky Date 2013-01-30 Time 09:04 Sent To   Notes ***NONE*** Review Stop IMPACT COUNTY IMPACT FEES Rev No 4 Status N Date 2013-06-06 Cont ID   Sent By jwitmer Date 2013-06-06 Time 11:44 Rev Time 0.00 Received By jwitmer Date 2013-06-06 Time 11:44 Sent To   Notes 2013-06-06 11:46:21 IMPACT FEE ASSESSMENT   JUNE 03/2013   MU-2013-12047   $357678.65 Review Stop IMPACT COUNTY IMPACT FEES Rev No 3 Status F Date 2013-04-22 Cont ID   Sent By jwitmer Date 2013-04-22 Time 13:30 Rev Time 0.00 Received By jwitmer Date 2013-04-22 Time 13:30 Sent To   Notes 2013-04-22 13:30:47 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.       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     Review Stop IMPACT COUNTY IMPACT FEES Rev No 2 Status F Date 2013-04-22 Cont ID   Sent By jwitmer Date 2013-04-22 Time 13:30 Rev Time 0.00 Received By jwitmer Date 2013-04-22 Time 13:30 Sent To   Notes 2013-04-22 13:30:16 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.       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     Review Stop IMPACT COUNTY IMPACT FEES Rev No 1 Status F Date 2013-02-21 Cont ID   Sent By jwitmer Date 2013-02-21 Time 16:26 Rev Time 0.00 Received By jwitmer Date 2013-02-21 Time 16:26 Sent To   Notes 2013-02-21 16:26:40 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.         Review Stop M MECHANICAL (A/C) Rev No 2 Status P Date 2013-05-02 Cont ID   Sent By rregueir Date 2013-05-02 Time 14:50 Rev Time 0.00 Received By hmoser Date 2013-05-02 Time 14:50 Sent To   Notes 2013-05-02 14:51:59 PASS PROVISO   1) DETAIL # 8 PAGE M0.2 PROVIDE THE BOLT SIZE THAT   ANCHORS THE CURB TO THE ROOF FROM THE ENGINEER AT ROUGH   INSPECTION.   PER SECTION 301.12 FBC (M)   2) PROVIDE A DETAIL FROM THE ENGINEER ON THE DUCT TO   STAND AND   STAND TO ROOF TIE DOWN AT ROUGH INSPECTION .   PER SECTION 301.12 WIND RESISTANCE 2010 FBC (M)       PLAN REVIEW BY HAROLD MOSER   561-805-6732   [email protected] Review Stop M MECHANICAL (A/C) Rev No 1 Status P Date 2013-02-06 Cont ID   Sent By hmoser Date 2013-02-06 Time 10:55 Rev Time 0.00 Received By hmoser Date 2013-02-06 Time 10:55 Sent To   Notes 2013-02-06 11:30:21 PASS PROVISO   1) DETAIL # 8 PAGE M0.2 PROVIDE THE BOLT SIZE THAT   ANCHORS THE CURB TO THE ROOF FROM THE ENGINEER AT ROUGH   INSPECTION.   PER SECTION 301.12 FBC (M)   2) PROVIDE A DETAIL FROM THE ENGINEER ON THE DUCT TO   STAND AND   STAND TO ROOF TIE DOWN AT ROUGH INSPECTION .   PER SECTION 301.12 WIND RESISTANCE 2010 FBC (M)   3) IN REGARDS TO PAGE M1.1 REFER TO SECTION 404   ENCLOSED PARKING GARAGES   CONCENTRATION OF CARBON MONOXIDE 25 PARTS PER MILLION.   2010 FBC (M)   4) PROVIDE THE MANUFACTURERS INSTRUCTIONS FOR THE   DRYERS AT ROUGH INSPECTION   PER SECTION 504.6.4.2 FBC (M)   5) PROVIDE A DUCT SMOKE DETECTOR FOR AHU #2.   PER SECTION 606.2.1 SUPPLY AIR SYSTEM 2010 FBC (M)   6) PROVIDE METAL DOORS FOR AHU- 1A AND AHU-1B   PER SECTION 602.2.1 MATERIALS WITHIN PLENUMS .   PLAN REVIEW BY HAROLD MOSER   561-805-6732   [email protected] Review Stop P PLUMBING Rev No 3 Status P Date 2013-05-08 Cont ID   Sent By lwagner Date 2013-05-08 Time 15:28 Rev Time 0.00 Received By lwagner Date 2013-05-08 Time 15:18 Sent To   Notes 2013-05-08 15:30:36 P1.2 & P2.1 OK Review Stop P PLUMBING Rev No 2 Status P Date 2013-03-25 Cont ID   Sent By lwagner Date 2013-03-25 Time 09:21 Rev Time 0.00 Received By lwagner Date 2013-03-22 Time 08:28 Sent To   Notes ***NONE*** Review Stop P PLUMBING Rev No 1 Status F Date 2013-02-11 Cont ID   Sent By lwagner Date 2013-02-11 Time 09:56 Rev Time 0.00 Received By lwagner Date 2013-02-05 Time 15:48 Sent To   Notes 2013-02-08 14:24:44 FBC 2010 PLUMBING REVIEW #1   DENIED:       1. THE CENTRAL LAUNDRY ROOMS WILL REQUIRE A 3" FLOOR   DRAIN.   412.4 PUBLIC LAUNDRIES AND CENTRAL WASHING FACILITIES.   IN PUBLIC COIN-OPERATED LAUNDRIES AND IN THE CENTRAL   WASHING FACILITIES OF MULTIPLE-FAMILY DWELLINGS, THE   ROOMS CONTAINING AUTOMATIC CLOTHES WASHERS SHALL BE   PROVIDED WITH FLOOR DRAINS LOCATED TO READILY DRAIN THE   ENTIRE FLOOR AREA. SUCH DRAINS SHALL HAVE A MINIMUM   OUTLET OF NOT LESS THAN 3 INCHES (76 MM) IN DIAMETER.       2. SHEET P 0.1 PLASTIC PAN IN PLENUM IS REQUIRED TO BE   PLENUM RATED OR METAL.   SEE M602.2.1 MATERIALS WITHIN PLENUMS.   EXCEPT AS REQUIRED BY SECTIONS 602.2.1.1 THROUGH   602.2.1.6, MATERIALS WITHIN PLENUMS SHALL BE   NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX OF   NOT MORE THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT   MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84   OR UL 723.       3. SHEET P 2.3 SHOWS A 3/4" WATER MAIN SUPPLYING A 1"   PIPE FOR THE POOL.       4. SHEET P 3.1 THE WATTS BRVT VALVE IS NOT SHOWN WITH A   DRAIN LINE. IF THE DRAIN IS TO THE PAN THE WATER HEATER   WILL BE REQUIRED TO BE RAISED TO BE OUT OF ANY RESIDUAL   WATER IN THE PAN.       5. SHEET A 401 SHOWS A TOTAL OF 14 ROOF DRAINS AND 13   (ONE IS MISSING) EMERGENCY OVERFLOW DRAINS. SHEET P.2.4   SHOWS A TOTAL OF 21 ROOF DRAINS AND NO EMERGENCY   OVERFLOW DRAINS.   ALSO, SECONDARY ROOF DRAINS ARE REQUIRED TO BE ON A   SEPARATE SYSTEM.   1107.2 SEPARATE SYSTEMS REQUIRED.   SECONDARY ROOF DRAIN SYSTEMS SHALL HAVE THE END POINT   OF DISCHARGE SEPARATE FROM THE PRIMARY SYSTEM.   DISCHARGE SHALL BE ABOVE GRADE, IN A LOCATION THAT   WOULD NORMALLY BE OBSERVED BY THE BUILDING OCCUPANTS OR   MAINTENANCE PERSONNEL.       REVIEW BY   LARRY WAGNER   CHIEF PLUMBING INSPECTOR   PHONE # 805-6692   EMAIL [email protected]   FAX # 805-6676         Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 1 Status   Date   Cont ID   Sent By   Date   Time   Rev Time 0.00 Received By cpuell Date 2014-09-08 Time 07:56 Sent To   Notes ***NONE*** Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS Rev No 3 Status P Date 2013-06-07 Cont ID   Sent By jwitmer Date 2013-06-07 Time 15:00 Rev Time 0.00 Received By jwitmer Date 2013-06-07 Time 15:00 Sent To   Notes ***NONE*** Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS Rev No 2 Status F Date 2013-03-25 Cont ID   Sent By jwitmer Date 2013-03-25 Time 13:20 Rev Time 0.00 Received By jwitmer Date 2013-03-25 Time 13:20 Sent To   Notes 2013-03-25 13:21:36 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.       109.3.6.1 THE ENFORCING AGENCY SHALL REQUIRE A SPECIAL   INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A   THRESHOLD BUILDING PURSUANT TO A 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.       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.       COMPLIED. 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.           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.       A 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.       1) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR HISTORY   FOR THIS TYPE OF CONSTRUCTION.   THIS MAY BE SUBMITTED TO KEN CONRAD BY E-MAIL. KEN   CONRAD: [email protected]       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]                                 Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS Rev No 1 Status F Date 2013-03-25 Cont ID   Sent By jwitmer Date 2013-03-25 Time 13:20 Rev Time 0.00 Received By jwitmer Date 2013-03-25 Time 13:19 Sent To   Notes ***NONE*** Review Stop Z ZONING Rev No 4 Status   Date   Cont ID   Sent By AAponte Date   Time   Rev Time 0.00 Received By   Date   Time   Sent To   Notes 2014-08-08 11:14:17 8/8/14 ZONING SENT TO AA. SG 2014-06-16 12:12:57 6/16/14 ZONING SENT TO AA. SG 2014-04-22 08:38:20 4/22/14 ZONING RECEIVED, SENT TO AA. SG Review Stop Z ZONING Rev No 3 Status P Date 2013-05-06 Cont ID   Sent By aaponte Date 2013-05-06 Time 16:17 Rev Time 0.00 Received By aaponte Date 2013-05-03 Time 15:20 Sent To   Notes 2013-05-06 16:28:07 PROVISO:   1. PARKING STRIPING DETAIL SHALL BE CORRECTED TO   INDICATE THE LINES IN COLOR WHITE ACCORDING TO CITY   STANDARDS.   2. PLEASE INCLUDE THE SIEWALK AND THE STREET LEVEL ON   ALL BUILDING SECTIONS AND FACADES ( TO THE CURB LINE),   AND SHOW PLANTING AREAS WHERE PROVIDED (A-601,   602,603,604 AND ELEVATIONS)   3. DETAILS SHALL BE PROVIDED FOR THE RESOLUTION OF THE   ENTRANCE STAIRS ENCROACHING INTO THE ROW AND THE   PROPOSED PLANTING AREA (DETAILS FOR CONCRETE CURB AS   PLANTER EDGE). PLANTING SPECS HAVE BEEN PROVIDED   ALREADY.   FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA   APONTE AT 561-822 1439 Review Stop Z ZONING Rev No 2 Status F Date 2013-04-24 Cont ID   Sent By aaponte Date 2013-04-24 Time 14:45 Rev Time 0.00 Received By aaponte Date 2013-04-24 Time 14:45 Sent To   Notes 2013-04-24 14:48:40 1. NOTE NO. 5 ON LP-1 TALKS ABOUT NORTH AND EAST   PARCELS. PLEASE CORRECT AS THIS IS ONLY ONE PROPERTY.   2. PLEASE LOOK AT NOTE NO. 4 ON PREVIOUS REVIEW.   ALTERNATIVE SPECIE HAS BEEN REMOVED ON REVISED   DRAWINGS, AND IT SHALL BE INCORPORATED AS REQUIRED ON   PREVIOUS REVIEW.   3. NOTE 1,6,8 AND 9 FROM PREVIOUS REVIEW HAVE NOT BEEN   ADDRESSED.   4. PERENNIAL PEANUT IS NOT ACCEPTABLE FOR THE PLANTING   AREA ALONG EVERNIA STREET. AN ENHANCED PLANT MATERIAL   SHALL BE PROPOSED FOR THAT AREA DUE TO ITS   CONFIGURATION AS A PLANTER.   5. PLEASE PROVIDE DETAIL OF THE CONFIGURATION OF THE   SIDEWALK AND ITS GRADING IN RELATION WITH THE BUILDING   ENTRANCE. DETAILS ARE ALSO NECESSARY FOR THE PROPOSED   PLANTING AREA (CURB DETAIL, PLACEMENT AND TRANSITION TO   SIDEWALK CURB).   FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA   APONTE AT 561-822-1439.     Review Stop Z ZONING Rev No 1 Status F Date 2013-04-05 Cont ID   Sent By aaponte Date 2013-04-05 Time 16:30 Rev Time 0.00 Received By aaponte Date 2013-04-04 Time 08:16 Sent To   Notes 2013-04-05 16:32:43 1. MECHANICAL EQUIPMENT LOCATED ON THE ALLEY SHALL BE   ENCLOSED AND SCREENED WITH AN OPAQUE FENCE OR WALLL AND   HEDGES.   2. STRIPIND DETAIL FOR PARKING SPACES DO NOT MEET CITY   STANDARDS. LINE SHALL BE WHITE. CORRECT DIMENSIONS.   3. PARAPET WALL SHALL BE AS HIGH AS THE MECHANICAL   EQUIPMENT ON THE ROOF TOP AND FULLY ENCLOSE THE AC   UNITS.   4. THE NOTE ON THE STREET TREES SHALL READ LIVE OAKS"   CATHEDRAL". ALTERNATIVE TREE IF OVERHEAD UTILITIES CAN   NOT BE PLACED UNDERGROUND SILVER BUTTON WOOD.   5. ROOT BARRIERS SHALL BE INSTALLED FOR ALL THE STREET   TREES. STRUCTURAL SOIL UNDER THE SIDEWALK IS ALSO   RECOMMENDED 10 FEET AROUND EACH TREE.   6. PLEASE INCLUDE ALL THE PROJECT DATA IN THE STIE PLAN   SHEET AS APPROVED IN THE SITE PLAN APPROVAL SET.   INCLUDE NEW COUNTS FOR PARKING SPACES PROVIDED VS   REQUIRED.   7. NEW PLANTERS ON THE SIDEWALK DO NOT REFLECT THE CURB   DETAIL AS DISCUSSED IN SEPARATE MEETINGS.   8. PLEASE CHECK THE LOCATION OF ALL THE PROPERTY LINES   AND THE SETBACK LINES ON ALL THE ELEVATIONS. WEST   ELEVATION SEEMS TO HAVE THE WRONG SETBACK LINE.   9. PLEASE INCLUDE THE SIDEWALK AND STREET LEVEL ON THE   BUILDING SECTIONS. SHOW PLANTING AREAS ALONG THE   SIDEWALK. (A-601, A-602, A-603,A-604).   10. PLEASE INCLUDE INFORMATION REGARDING THE SIDEWLAK   ELEVATION AND THE PROPOSED PLANTING BED.   FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA   APONTE AT 561-822-1439     2013-02-21 14:16:40 2/21/13 Account Summary | Usage Policy | Privacy Policy Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved