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 05091687 Review Stop AD ADDRESSING Rev No 2 Status P Date 2007-12-05 Cont ID   Sent By lursu Date 2007-09-24 Time 09:50 Rev Time 0.00 Received By lursu Date 2007-09-24 Time 08:26 Sent To   Notes 2007-09-24 09:50:37 NEW SITE ADDRESS HAS BEEN ASSIGNED TO BUILDING 3 AS 331   COURTNEY LAKES CIR , WEST PALM BEACH, FL 33401.       LACRAMIOARA URSU   MIS - GIS SUPPORT SPECIALIST   CITY OF WEST PALM BEACH   OFFICE:822-1239   FAX: 822-1249   E-MAIL:[email protected]     Review Stop AD ADDRESSING Rev No 1 Status F Date 2006-03-01 Cont ID   Sent By lursu Date 2006-03-01 Time 15:20 Rev Time 0.00 Received By lursu Date 2006-03-01 Time 15:19 Sent To   Notes 2006-03-01 00:00:00 SITE PLAN NEEDED TO ISSUE AN ADDRESS. Review Stop B BUILDING (STRUCTURAL) Rev No 3 Status F Date 2007-10-16 Cont ID   Sent By jjohnsto Date 2007-10-16 Time 13:30 Rev Time 8.00 Received By jjohnsto Date 2007-10-16 Time 13:28 Sent To   Notes 2007-10-16 13:30:07 CONSTRUCTION SERVICES DEPARTMENT   200 SECOND STREET, 3RD FLOOR, WEST PALM BEACH,   FLORIDA33401   TEL:561-805-6713FAX:   561-805-6731       JAMES JOHNSTON, PERMIT NO 05091687   BUILDING PLAN EXAMINERII PROJECT   NAME COURTNEY LAKES, BLDG. 3   E-MAIL:JJOHNSTON @WPB.ORG ADDRESS   331 COURTNEY LAKES CIRCLE   DATE OCTOBER 15, 2007       BUILDINGPLANREVIEW   FLORIDA BUILDING CODE 2001           FOR YOUR INFORMATION?.   THE PLANS SUBMITTED ARE DRAWN FOR THIS PROJECT?S   BUILDINGS TO BE CONSTRUCTED IN PHASES.PLEASE SEE THE   2001 CODE RELATED SECTION 104.5.1.104.5.1.1,   104.5.1.2 -NOTED HEREIN -REFERCENING,?WORK NOT   COMMENCED WITHIN 6 MONTHS AFTER DATE OF PERMIT ISSUANCE   THE PERMIT SHALL BE REVOKED AND A NEW PERMIT SHALL BE   ISSUED.? THE NEW PERMIT SHALL BE ISSUED UNDER THE2004   BUIDING CODENOT THE 2001, REQUIRING EXISTING PLANS TO   BE REDRAWN IN COMPLIANCE WITH THIS CODE.           104.5 CONDITIONS OF THE PERMIT   104.5.1 PERMIT INTENT. A PERMIT ISSUED SHALL BE   CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND   NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET   ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR   SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING   OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF   ERRORS IN PLANS, CONSTRUCTION, OR VIOLATIONS OF THIS   CODE. EVERY PERMIT ISSUED SHALL BECOME INVALID UNLESS   THE WORK AUTHORIZED BY SUCH PERMIT IS COMMENCED WITHIN   6 MONTHS AFTER ITS ISSUANCE, OR IF THE WORK AUTHORIZED   BY SUCH PERMIT IS SUSPENDED OR ABANDONED FOR A PERIOD   OF 6 MONTHS AFTER THE TIME THE WORK IS COMMENCED.           104.5.1.1 IF WORK HAS COMMENCED AND THE PERMIT IS   REVOKED, BECOMES NULL AND VOID, OR EXPIRES BECAUSE OF   LACK OF PROGRESS OR ABANDONMENT, A NEW PERMIT COVERING   THE PROPOSED CONSTRUCTION SHALL BE OBTAINED BEFORE   PROCEEDING WITH THE WORK.               104.5.1.2 IF A NEW PERMIT IS NOT OBTAINED WITHIN 180   DAYS FROM THE DATE THE INITIAL PERMIT BECAME NULL AND   VOID, THE BUILDING OFFICIAL IS AUTHORIZED TO REQUIRE   THAT ANY WORK WHICH HAS BEEN COMMENCED OR COMPLETED BE   REMOVED FROM THE BUILDING SITE. ALTERNATELY, A NEW   PERMIT MAY BE ISSUED ON APPLICATION, PROVIDING THE WORK   IN PLACE AND REQUIRED TO COMPLETE THE STRUCTURE MEETS   ALL APPLICABLE REGULATIONS IN EFFECT AT THE TIME THE   INITIAL PERMIT BECAME NULL AND VOID AND ANY REGULATIONS   WHICH MAY HAVE BECOME EFFECTIVE BETWEEN THE DATE OF   EXPIRATION AND THE DATE OF ISSUANCE OF THE NEW PERMIT.                                   A 1804.2.2SOIL TEST REPORT   THE REPORT SUBMITTED IN 2003 REFERENCES A CONCLUSION OF   BEARING CAPACITY   FOR A SINGLE STORY STRUCTURE. WHERE THE BEARING   CAPACITY OF THE SOIL IS   NOT DEFINITELY KNOWN OR IS IN QUESTION, THE BUILDING   OFFICIAL MAY REQUIRE   LOAD TESTS OR OTHER ADEQUATE PROOF AS TO THE   PERMISSIBLE SAFE BEARING   CAPACITY AT THAT PARTICULAR LOCATION.TO DETERMINE THE   SAFE BEARING   CAPACITY OF SOIL, IT SHALL BE TESTED AT SUCH LOCATIONS   AND LEVELS AS   CONDITIONS WARRANT, BY LOADING AN AREA NOT LESS THAN 4   SQ FT (0.37 M{2})   TO NOT LESS THAN TWICE THE MAXIMUM BEARING CAPACITY   DESIRED FOR USE.SUCH   DOUBLE LOAD SHALL BE SUSTAINED BY THE SOIL FOR A PERIOD   OF NOT LESS THAN   48 HOURS WITH NO ADDITIONAL SETTLEMENT TAKING PLACE, IN   ORDER THAT SUCH   DESIRED BEARING CAPACITY MAY BE USED.SUBSOIL   CONDITIONS SHALL BE   EXAMINED AT THE EXPENSE OF THE OWNER, WHEN DEEMED   NECESSARY BY THE   BUILDING OFFICIAL.   COMMENTPLEASE FURNISH A SOIL TEST REPORT APPLICABLE   FOR THE THREE BUILDINGS ?FIVE STORIES EACH TO BE   CONSTRUCTED WITH THE RECOMMENDATIONS FOR PROPER GROUND   PREPARATION TO ACHIEVE THE DESIRED BEARING CAPACITY   FOR EACH BUILDING.   TWO COPIES OF THIS REPORT SHALL BE INCLUDED FOR EACH   SEPARATE BUILDING PROJECT.THE REPORT IS TO ENCOMPASS   THE THREE BUILDINGS, TWO COPIES FOR EACH BUILDING       A-1 FBC105.11SOIL TREATMENT   COMMENTIDENTIFY THE CHEMICAL SOIL TREATMENT TO BE   USED IN THE SLAB NOTES SHEET APS3.21               B PRODUCT APPROVALS   COMMENTTHE FLORIDA PRODUCT APPROVAL COVER SHEET   SHALL INCLUDE THE APPROVAL INFORMATION FOR THE PRODUCT   SELECTED.SEE ATTACHED SAMPLE INCLUDED.   THE DESIGNER OF RECORD SHALL REVIEW EACH APPROVAL?S   SPECIFICATION PACKETAND ACKNOWLEDGE SAME ON THE   APPROVAL COVER SHEETBY NAME DATE AND STATEMENT OF   ACCEPTANCE           B-1 WINDOWS / DOORS PRODUCT APPROVALS   WPB ADMINISTRATIVE CODE 106.3 REGULATED BY DCA RULE   9B-72FLORIDA PRODUCT APPROVAL   SUBMIT TWO COPIES OF EACH APPROVAL WITH FLORIDA PRODUCT   APPROVAL COVER SHEET THE ARCHITECT?S / ENGINEER?S   SIGNATURE AS APPLICABLE, STATING ?TO THE BEST OF THEIR   KNOWLEDGE THE PRODUCT APPROVAL COMPLIES WITH THE PLANS   AND SPECIFICATIONS.SEE:WEB SITE   WWW.FLORIDABUILDING.COM   NOTE: SEE DIVISION FACTOR TO BE USED IN DESIGN PRESSURE   BY LEGACYFPA   COMMENT-FOR YOUR INFORMATION           B-2 SUBMIT PRODUCT APPROVALS WITH FLORIDA PRODUCT   APPROVAL COVER   PAGE FOR THE FOLLOWING   OPERABLE WINDOWS   FIXED GLASS   MULLION TUBES   PANEL WALLS   STORE FRONT GLAZING SYSTEM   ALUMINUM OUT -SWING DOORS   HOLLOW METAL DOORS   TRUSS ANCHORS   ROOFINGCOMPONENTS   SHUTTERS   SKYLIGHTS   OVERHEAD GARAGE DOOR   COMMENT-PLEASE COMPLY       B-3 3RD REQUEST ?   COMMENT-FURNISH THE FOLLOWING PRODUCT REPORTS   TRACO OPERABLE WINDOWSNON IMPACT 0? TO 30?,LARGE   MISSLE 30? TO 60?   TRACO FIXED WINDOWS   MULLIONS   EXTERIOR HOLLOW METAL DOORS   EXTERIOR GLAZED DOORS   EXTERIOR LOUVER DOORS   EXTERIOR RAILINGS, ENGINEERING REQUIRED   LOUVERS,NO REPORT SUBMITTED   ROOF ASSEMBLIES, DENSE DECK, ATTACHMENTS, INSULATION,   UNDERLAYMENT,ROOF TILE,ROOF SYSTEM   IDENTIFY EACH COMPONENT TO BE USED   RATIONAL ANALYSIS FOR ZONE 2 AND THREE   EFIS WALL SYSTEM (IF USED)   5/8? AQUA ROCK SHEATHING   ROLL UP DOOR   WOOD BASE STRUCTURAL PANELSFBC 2315.1.11           B-4 PROVIDE DESIGN LOADS ON ALL WINDOW , DOOR,   COMPONENTS ON SCHEDULE   2405.3.2.1 THE DESIGN LOADS SHALL BE COMBINED   AS FOLLOWS:       1. NEGATIVE WIND LOAD - DEAD LOAD   2. POSITIVE WIND LOAD + DEAD LOAD   3. DEAD LOAD + 1/2 POSITIVE WIND LOAD   WIND LOADS SHALL BE DETERMINED FROM 1606. THE DEAD LOAD   FOR THE GLASS IN LB/SQ FT SHALL BE TAKEN AS THE TOTAL   THICKNESS OF THE GLASS PANES AND PLIES IN INCHES X 13.   THIS APPLIES FOR GLASS 30 DEGREES OR LESS FROM   HORIZONTAL. FOR OTHER SLOPES THE GLASS DEAD LOAD IS   EQUAL TO THIS VALUE TIMES THE COSINE OF ITS SLOPE FROM   HORIZONTAL.           B-5 FBC2411.3.1.4 THE ARCHITECT OR PROFESSIONAL   ENGINEER OF RECORD SHALL BE   REQUIRED TO SPECIFY THE DESIGN WIND PRESSURE,   DETERMINED IN ACCORDANCE   WITH CHAPTER 16 (HIGH VELOCITY HURRICANE ZONES),   FOR ALL GARAGE DOORS,   SKYLIGHTS OPERATIVE WINDOWS AND FIXED GLAZING.   THE DESIGN WIND PRESSURE   FOR EACH COMPONENT OF THE EXTERIOR BUILDING   SURFACE, SHALL BE   INCORPORATED INTO THE BUILDING DESIGN DRAWING SO   AS TO ALLOW THE   RESPECTIVE MANUFACTURER TO SIZE THE PREFABRICATED   ASSEMBLY FOR THE   PROPER WIND PRESSURES.   COMMENTPLEASE PROVIDE THIS INFORMATION ON THE   ELEVATIONS           C 105.13 THRESHOLD BUILDING   105.13.2 THE SPECIAL INSPECTOR SHALL INSPECT THE   SHORING AND RE-SHORING   FOR CONFORMANCE TO THE SHORING AND RE-SHORING PLANS   SUBMITTED TO THE   ENFORCING AGENCY.A FEE SIMPLE TITLE OWNER OF A   BUILDING WHICH DOES NOT   MEET THE MINIMUM SIZE, HEIGHT, OCCUPANCY, OCCUPANCY   CLASSIFICATION OR   NUMBER-OF-STORIES CRITERIA WHICH WOULD RESULT IN   CLASSIFICATION AS A   THRESHOLD BUILDING UNDER ?553.71(7) FLORIDA   STATUTES, MAY DESIGNATE   SUCH BUILDING AS A THRESHOLD BUILDING, SUBJECT TO   MORE THAN THE MINIMUM   NUMBER OF INSPECTIONS REQUIRED BY THE FLORIDA   BUILDING CODE, BUILDING.   COMMENTPLEASE FURNISH A SHORING AND RE-SHORING PLAN               D SITE PLAN AND ASSOCIATED COMPONENTS REQUIRED3RD   REQUEST(NOT INCLUDED)       COMMENTPLEASE FURNISH A SEPARATE SITE PLAN FOR   BUILDING NO III. INCLUDE THIS SITE PLANWITHTHE   ARCHITECTURAL DRAWINGS FOR THE FOLLOWING   (A) PARKING SPACES LOCATED OUTSIDE AND UNDERNEATH THE   BUILDING. CURBING, RAMPS, ACCESSIBLE ISLES FOR THE   HANDICAP, SIGNAGE, SIDEWALKS, CURB CUTS, PEDESTRIAN   CROSS WALKS (B) HANDICAP SPACES LOCATED OUTSIDE AND   UNDERNEATH THE BUILDING PERIMETER. IDENTIFY ALL   HANDICAP PARKING SPACES AS DEFINED BY THEAMERICANS   WITH DISABILITIES FLORIDA BUILDING CODE CHAPTER 11   PART BANSIA117-1 ANDFAIR HOUSING ACT GUIDELINES   (C) IDENTIFY THE ACCESSIBLE ROUTE AS DEFINED BY   THE AMERICANS WITH DISABILITIES- FLORIDA BUILDING   CODE CHAPTER 11 AND FAIR HOUSING ACT GUIDELINES   (D) IDENTIFY VAN ACCESSIBLE PARKING SPACES UNDER   BUILDING AND EXTERIOR IN COMPLIANCE WITH   THE AMERICANS WITH DISABILITIES FLORIDA BUILDING CODE   CHAPTER 11ANDFAIR HOUSING ACT   GUIDELINES, NOTE PARKING SPACES FOR VANS SHALL HAVE   VERTICAL CLEARANCE OF 98?   (E) ONE ACCESSIBLE ROUTE FAIR HOUSING, FROM THE   BOUNDARY SITES PUBLIC TRANSPORTATION STOP TO AN   ACCESSIBLE BUILDING ENTRANCE. CHAPTER 11, PART B ?   ANSI A117.1,502.6       E FBC411.2 AUTOMOBILE PARKING ARAGES   COMMENTPLEASE VERIFY OPEN OR ENCLOSED WITH THE CODE   SECTIONS PROVIDED HEREIN       411.2.1 AUTOMOBILE PARKING GARAGES SHALL BE CLASSIFIED   AS EITHER OPEN, AS DEFINED IN 411.3, OR ENCLOSED AND   SHALL MEET THE APPROPRIATE CRITERIA OF 411.3 OR 411.4.       FBC411.3ENCLOSED PARKING GARAGES       FBC 411.4.1 ENCLOSED AUTOMOBILE PARKING GARAGES AND   PORTIONS THEREOF WHICH DO NOT MEET THE DEFINITION OF   OPEN PARKING GARAGES SHALL BE LIMITED TO THE ALLOWABLE   HEIGHTS AND AREAS SPECIFIED IN TABLE 500 FOR GROUP S   BUILDINGS.       411.4.2 A MECHANICAL VENTILATION SYSTEM FOR THE   REMOVAL OF THE PRODUCTS OF COMBUSTION SHALL BE   PROVIDED IN ENCLOSED AUTOMOBILE PARKING GARAGES. THE   MECHANICAL SYSTEM SHALL BE CAPABLE OF PROVIDING AT   LEAST 6 AIR CHANGES PER HOUR FOR EACH LEVEL. UNDER   NORMAL USE THE VENTILATION OF THE   ENCLOSED AUTOMOBILE PARKING GARAGE SHALL COMPLY WITH   THE VENTILATION REQUIREMENTS OF 411.5.   411.2.2 THE CLEAR HEIGHT OF EACH FLOOR LEVEL IN   VEHICLE AND PEDESTRIAN TRAFFIC AREAS SHALL NOT BE LESS   THAN 7?       FBC 411.3 OPEN PARKING GARAGES411.3.1   OPEN AUTOMOBILE PARKING GARAGES WITH ROOF PARKING MAY   BE CONSTRUCTED TO THE ALLOWABLE HEIGHTS AND AREAS   SPECIFIED IN TABLE 411.3.1. TO BE CONSIDERED OPEN, THE   GARAGE SHALL MEET THE REQUIREMENTS OF411.3.2,   411.3.3 AND411.3.4.       411.3.2 THE EXTERIOR AND INTERIOR WALLS OF THE GARAGE   SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE   FOLLOWING:       1. AT LEAST 50 PERCENT OF THE CLEAR HEIGHT BETWEEN   FLOORS SHALL BE OPEN TO THE ATMOSPHERE FOR THE FULL   LENGTH OF AT LEAST TWO EXTERIOR WALLS, EXCLUDING   REQUIRED STAIR AND ELEVATOR WALLS AND STRUCTURAL   COLUMNS. INTERIOR WALL LINES AND COLUMN LINES SHALL BE   AT LEAST 20 PERCENT OPEN AND UNIFORMLY DISTRIBUTED,   OR       2. THE EXTERIOR WALLS OF THE STRUCTURE SHALL HAVE   UNIFORMLY DISTRIBUTED OPENINGS ON TWO OR MORE SIDES   TOTALING NO LESS THAN 40 PERCENT OF THE BUILDING   PERIMETER. THE AREA OF SUCH OPENINGS IN THE EXTERIOR   WALLS ON EACH LEVEL SHALL BE AT LEAST 20 PERCENT OF   THE TOTAL PERIMETER WALL AREA OF EACH LEVEL. INTERIOR   WALL LINES AND COLUMN LINES SHALL BE AT LEAST 20   PERCENT OPEN AND UNIFORMLY DISTRIBUTED.       411.3.3 THE DISTANCE FROM ANY POINT ON ANY FLOOR LEVEL   TO AN OPEN EXTERIOR WALL FACING ON A STREET, OR TO   OTHER PERMANENTLY MAINTAINED OPEN SPACE AT LEAST 20   FT (6096 MM) WIDE EXTENDING FULL WIDTH TO A STREET,   SHALL NOT EXCEED 200 FT (61 M).       411.3.4 GARAGES WITHIN 10 FT (3048 MM) OF A COMMON   PROPERTY OR BUILDING LINE SHALL BE PROVIDED WITH AN   ENCLOSURE WALL ALONG THE LINE OF NOT LESS THAN 1-HOUR   FIRE RESISTANCE WITHOUT OPENINGS THEREIN, EXCEPT DOOR   OPENINGS MEETING THE REQUIREMENTS OF705.1.3 SHALL BE   PERMITTED.       F APA6.40, A6.41,A6.45   COMMENTPLEASE IDENTIFY WINDOWS, DOORS, OVERHEAD   DOORS ON THE BUILDING ELEVATIONS TO CORRESPOND WITH   THE INFORMATION PROVIDED ONA9.03       G TRASH CHUTE ACCESS DOORS   COMMENT PLEASE IDENTIFY THE ACCESS CHUTE DOOR ON THE   DOOR SCHEDULE WITH NOTE E SHEET A8.20       H ARCHITECTURAL TRIM1404.1.1ABOVE 3 STORIES OR 40   FT   COMMENT-A7.02IDENTIFY THE FASTENING HARDWARE TO   BE USED IN SECURING THE FOAM TRIM TO THE BUILDING   EXTERIOR SURFACE       I SHEET GN-A1.05,GN-A1.06   COMMENTPLEASE PROVIDE LEGIBLE INFORMATION ON   THESE SHEETS       J 11-4.10 ELEVATORS   11-4.10.9 FLOOR PLAN OF ELEVATOR CARS. THE FLOOR AREA   OF ELEVATOR CARS SHALL PROVIDE SPACE FOR WHEELCHAIR   USERS TO ENTER THE CAR, MANEUVER WITHIN REACH OF   CONTROLS, AND EXIT FROM THE CAR. ACCEPTABLE DOOR   OPENING AND INSIDE DIMENSIONS SHALL BE AS SHOWN IN   FIGURE 11-22. THE CLEARANCE BETWEEN THE CAR PLATFORM   SILL AND THE EDGE OF ANY HOIST WAY LANDING SHALL BE NO   GREATER THAN 1-1/4 INCHES (32 MM).   COMMENTPROVIDE A FLOOR PLAN OF THE ELEVATOR CAB   UTILIZING THIS SECTION OF THE ADACHAPTER 11       K THERE IS A DISCREPANCY IN BETWEEN THE STRUCTURAL AND   ARCHITECTURAL DRAWINGS   SHEETAP-S3.31ATHIS SHEET DETAILS THE ELEVATOR   SHAFT WITH A TRASH CHUTE. THE ELEVATOR LANDINGIS   RAISED 3?-6? OFF THE FINISHED FLOOR. THE ACCESSIBILITY   PATH FROM THE ELEVATOR TO THE EXTERIOR IS BLOCKED   BY A WALL. THERE IS AN ADDITIONAL WALL BLOCKING THE   STAIR DRAWN ON THE PLAN. THE SPACE CONTAINING THE   DUMPSTER HAS A FLOOR ELEVATION OF 3?6? LEADING TO THE   EXTERIOR. THE REQUIRED DIMENSIONS FOR CONSTRUCTION ARE   MISSING IN MANY AREAS.       SHEET AP-A5.40THIS SHEET DETAILS THE ELEVATOR   LANDING AT THE ELEVATION OFTHE FINISHED FLOOR BUT,   HAS STAIRS DRAWN. THE MATCH LINE DOES NOT MATCH THE   LOCATION DRAWN ON SHEETS3.31A   COMMENTIF THISBUILDING IS BEING SUBMITTED FOR   PERMITTING IN TWO PHASES, ALL INFORMATION MUST BE   INCLUDED WITH A DESCRIPTION OF EACH PHASE. ALL EXIT   ACCESS MUST BE CONSIDERED CHAPTER 11, ADA FAIR HOUSING   ACT.LIFE SAFETY ISSUES MUST BE ADDRESSED.   THIS PLAN SHOULDBE DRAWN BY THE ARCHITECT AND   ENGINEER TO ADDRESS THE PROJECT BEING CONSTRUCTED IN   TWO PHASES WITH ADEQUATE COMMUNICATION REFERENCING   COMPLIANCE OF ALL APPLICABLE CODES       L WHAT IS THE PURPOSE OF THE HATCHED AREA ON THE ?B?   SECTION FLOOR PLANS BEGINNING WITH SHEET APS3.32A   ????       M A SECTION THRU THE BUILDING REFERENCING THE   FOUNDATION, WALLS, BALCONIES, BEAMS, ROOF, PARAPET HAVE   NOT BEEN INCLUDED.SEE SHEET AP.701 BLDG. 2 FOR   INFORMATION REQUIRED. Review Stop B BUILDING (STRUCTURAL) Rev No 2 Status F Date 2007-02-09 Cont ID   Sent By jwitmer Date 2007-02-09 Time 15:05 Rev Time 9.99 Received By jwitmer Date 2007-02-09 Time 15:05 Sent To   Notes 2007-02-09 15:10:07             PERMIT: 05091687 BLDG# 3   ADD:XXX N CONGRESS   74-43-43-20-00-000-3010   CONT: E. A. LANDERS   TEL: (305)823-3938   FL BLD CODE= 2001 FLORIDA BUILDING CODE   * WEST PALM BEACH AMENDMENTS       COURTNEY LAKES APARTMENTS, LLC       ARCH: FORUM ARCHITECTURE & INTERIOR DESIGN   (407)830-1400   STRUC: ROBERT PLOWFIELD & ASSOC   (407)657-6657   2ND REVIEW   ACTION: DENIED       ***IMPORTANT***   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.       1) PROVIDE NOC RECORDED WITH THE CLERK   OF COURT BEFORE A PERMIT CAN BE ISSUED.   NOTE NOC WILL BE NULL & VOID 90 DAYS   AFTER RECORDING AT THE CLERK OF THE   COURTS OFFICE IF WORK HAS NOT STARTED.   FL S S 713.13(2).       2) THIS COMMENT WAS PARTIALLY SATISFIED, FOR THE WHOLE   OF THE PROJECT (3 BUILDINGS)   THREE SIGNED & SEALED REPORTS WERE SUBMITTED TO THE   CITY. THIS WILL SATISFY THE REQUIREMENT   TO HAVE (1 ) REPORT WITH EACH PERMIT OR BUILDING. THE   NEED STILL ARISES TO HAVE AT LEAST ONE SIGNED/ SEALED   ORIGINAL FOR THE CONTRACTOR AS WELL AS THE THRESHOLD   INSPECTOR.   AN ADDITIONAL 2 ORIGINAL SOILS REPORTS SIGNED & SEALED   SHALL BE REQUIRED.   FL BLD CODE 1804.2.2 QUESTIONABLE   SOILS, WHERE THE BEARING CAPACITY IS   NOT DEFINETLY KNOWN OR IS IN QUESTION.   WHERE THE BEARING CAPACITY OF THE SOIL   IS NOT DEFINITLY KNOWN OR IS IN QUESTION   THE BUILDING OFFICIAL MAY REQUIRE EXPLOR   ATIONS, TEST OR OTHER ADEQUATE PROOF AS   TO THE PERMISSIBLE SAFE BEARING   CAPACITY. REQUIRED TEST AND RECOMMENDA-   TIONS SUBMITTED TO VERIFY BEARING CAPA-   CITY SHALL BE CERTIFIED BY A GEOTECH-   NICALREPORT FROM A DESIGN PROFESSIONAL   PROPERLY LICENSED IN THE STATE OF   FLORIDA.       3-4) COMPLIED.       5)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.       6)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.       105.13.1 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 THRESH-   OLD 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.       7) WPB AMENDMENT 105.13.6. W.P.B.   CONSTRUCTION SERVICES DEPARTMENT   REQUEST FOR THRESHOLD BUILDINGS A   SPECIAL INSPECTOR AS REQUIRED BY S.   553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS   REQUIRED BY THIS CODE.   CONTACT HAROLD PISKURA MANAGER OF THE   SPECIAL INSPECTOR PROGRAM AT (561)   805-6711 FOR FURTHER INFORMATION BEFORE   THE PERMIT MAY BE ISSUED.       8) COMPLIED.       9A) 2ND REQUEST, CONTACT LILI URSA FOR ADDRESSING   REQUIREMENTS @ (561)822-1239       9B) 2ND REQUEST, PLEASE PROVIDE A COPY OF THE NEW PLAT,   LOT   HAS BEEN SUBDIVIDED.       9C) 2ND REQUEST, ON ALL (3) PERMIT APPLICATIONS CORRECT   THE PROPERTY CONTROL NUMBER TO   THE NEW LOT.       9D) PROVIDE A SITE PLAN WITH LOCATION OF THE PROPOSED   STRUCTURES WITH DIMENSIONS   FOR TABLE 600 ISSUES.A2.01 HAS NO DIMENSIONS! RESPONSE   COMMENTS ARETO SEE CIVIL PLANS ,NO CIVIL PLANS PROVIDED   IN THIS SET OF PLANS.       10A-K) COMPLIED.       11) SHEET A1.05       11A & B) COMPLIED.       12)SITE PLAN A2.01   NEW COMMENT THAT DEALS WITH THE OVER ALL PARKING SPACES   AND THE REQUIRED NUMBER OF ACCESSIBLE SPACES. THE PLANS   INDICATE A TOTAL OF 912 SPACES WHERE AS IT APPEARS TO   BE 1008 PARKING SPACES IF THIS IS TRUE THE REQUIRED   NUMBER OF ACCESSIBLE SPACES WOULD BE 21.   CHAPTER 11 PART B- 4PARKING AND PASSENGER LOADING:   ACCESSIBLE PARKING ON A ROUTE ACCESSIBLE TO WHEELCHAIRS   FOR AT LEAST 2% OF THE COVERED DWELLING UNITS:   ACCESSIBLE VISITOR PARKING SUFFICIENT TO PROVIDE ACCESS   TO GRADE LEVEL ENTRANCES OF COVERED MULTIFAMILY   DWELLINGS; AND ACCESSIBLE PARKING AT FACILITIES (E.G.,   SWIMMING POOLS) THAT SERVE ACCESSIBLE BUILDINGS.       12A) 2ND REQUEST, THERE ARE NO CIVIL PLANS INCORPORATED   INTO THIS SET OF PLANS TO REVIEW FOR ACCESSIBILITY.   ACCESSIBLE ROUTE: FAIR HOUSING AT LEAST ONE ACCESSIBLE   ROUTE SHALL BE   PROVIDED WITHIN THE BOUNDARY OF THE SITE FROM PUBLIC   TRANSPORTATION STOPS,   ACCESSIBLE PARKING SPACES, PASSENGER LOADING ZONES IF   PROVIDED, AND PUBLIC   STREETS OR SIDEWALKS, TO AN ACCESSIBLE BUILDING   ENTRANCE.       12B)2ND REQUEST, THERE ARE NO CIVIL PLANS INCORPORATED   INTO THIS SET OF PLANS TO REVIEW FOR ACCESSIBILITY.   THE SITE PLAN DOES NOT PROVIDE ANY INFORMATION AS TO   CURB CUTS, PEDESTRIAN   CROSS WALKS, ETC. RESPONSE IS THE CIVIL ENGINEER IS TO   RESPOND? WHERE?       12B)(1) PLEASE PROVIDE INFORMATION WHICH ACCESSIBLE   PARKING SPACES WILL BE THE VAN ACCESSIBLE SPACES?   CHAPTER 11 PART B ANSI A117-1 502.5 PARKING SPACESFOR   VANS SHALL HAVE A VERTICAL CLEARANCE OF 98" MINIMUM AT   THE SPACE AND ALONG THE VEHICULAR ROUTE THERETO.       12B)(2) PLEASE PROVIDE SIGNAGE FOR ALL ACCESSIBLE   PARKING SPACES . CHAPTER 11 PART B ANSI A117.1502.6.       13) SHEET A5.40:       13A-C) COMPLIED.       13D) TRASH TERMINATION ROOM NO RATING, THE IS NO WALL   TAG IDENTIFYING THE HOURLY WALL RATING OF THE WALL?   TABLE 705.1.2.       13E) FIRE PUMP ROOM NO RATING OF WALL, NFPA   20:5.1.12.1.1REQUIRES A 2 HR WALL RATING, DOOR   PROTECTIVE OF1 ? HR.       13F-I) COMPLIED.       14) COMPLIED.       15) SHEET A5.41:       15A) 2ND REQUEST, TRASH ROOM DETAIL 1& 2 OF A8.20 THE   DETAIL IS MISSING THE ENCLOSURE TO THE BOTTOM OF THE   CHUTE ENCLOSURE .705.2.4.2ALL OPENINGS INTO THE SHAFT   ENCLOSURE,   INCLUDING THOSE FROM ACCESS ROOMS AND TERMINATION   ROOMS, SHALL BE PROTECTED IN ACCORDANCE WITH TABLE   705.1.2.SUCH OPENING PROTECTIVE SHALL BE SELF-CLOSING   OR AUTOMATIC-CLOSING UPON DETECTION OF SMOKE, EXCEPT   THAT THE OPENING PROTECTIVE BETWEEN THE SHAFT AND THE   TERMINATION ROOM MAY BE CLOSED BY A HEAT-ACTIVATED   DEVICE.   PLEASE PROVIDE INFORMATION ON THE TRASH CHUTE SHOP   DRAWINGS, WALL THICKNESS OF CHUTE, THE   SELF CLOSING DEVICES, LOCATION OF SPRINKLER HEADS IN   THE CHUTE.       15B) THE TRASH REFUSE ROOM DETAIL 4 / A8.20 INDICATES   THE 2 HR RATING ON THE FRONT & BACK WALL NOT THE SIDE   WALLS? NOR RATING OF THE ACCESS ROOM WALLS? TABLE   705.1.2 & 705.2.4.3.       15C) NEW COMMENT:SHEET A5.43 INDICATES AN ELEVATOR   DETAIL 2 /A8.10 , THIS ELEVATOR MACHINE ROOM DOES NOT   INDICATE WALL OR DOOR RATINGS?       15D) NEW COMMENT: SHEET A5.44 ROOF ACCESS FROM   STAIRWELL# 2 PLANS DO NOT IDENTIFY THIS DOORWAY NOR   RATING.       15E) NEW COMMENT: SHEET A5.44 STAIRWELL ACCESS TO ROOF.   SEE 1008 SUCH STAIRWAY SHALL BE MARKED AT STREET AND   FLOOR LEVELS WITH A SIGN INDICATING THAT IT CONTINUES   TO THE ROOF.       15F) NEW COMMENT: SHEET A7.01WALL SECTION# 2& A7.02   WALL SECTION# 3, DETAIL# 12/ A7.10 INDICATES THE USE OF   WHAT APPEARS TO BE EFIS WALL SYSTEMS, THERE IS A WALL   IDENTITY TAG W1-14 , NO SUCH TAG ON SHEET A1.04?       15G) NEW COMMENT: SHEET A7.02 KEY NOTE # 10 NOTES SEE   STRUCTURAL DRAWINGS FOR ROOF TRUSS ANCHORAGE, NO   TRUSSES NEAR THE NOTE, WHY IS THE BATT INSULATION ON   THE FLOOR?       15H) NEW COMMENT SHEET A7.02NOTE # 29 INDICATES THE USE   OF FOAM BAND TRIM ON THE EXTERIOR OF THE BUILDING. SEE   1404.1.1.ARCHITECTURAL TRIM ON BUILDINGS OF TYPE I,   II AND IV   CONSTRUCTION NOT MORE THAN THREE STORIES OR 40 FT   (12.2 M) HIGH MAY BE OF   TYPE VI CONSTRUCTION, AND MAY BE OF TYPE VI   CONSTRUCTION ON ALL BUILDINGS   OF TYPE III, V AND VI CONSTRUCTION.TRIM SHALL BE   SECURED TO THE WALL   WITH METAL OR OTHER APPROVED BRACKETS OR FASTENERS.   WHEN ARCHITECTURAL   TRIM IS LOCATED ALONG THE TOP OF EXTERIOR WALLS, IT   SHALL BE COMPLETELY   BACKED BY THE EXTERIOR WALL AND SHALL NOT EXTEND OVER   THE TOP OF EXTERIOR   WALLS.       15I) NOTE# 39 DEALS WITH ROOF TILE RIDGE AND EDGE CAPS,   IT APPEARS TO BE MISPLACED. PLEASE PROVIDE RIDGE AND   HIP ATTACHMENT METHODS, IF NOT COVERED UNDER THE   PRODUCT APPROVALS SEE ROOFING STANDARD FRSA/RTI   07320..           16) SHEET A7.10.       16A) COMPLIED.       16B) SEE 15E & 15F.       16C) COMMENT# 15H . 2ND REQUEST,   THIS SAME SECTION INDICATES USE OF   FOAM TRIM ON THE EXTERIOR OF THE   BUILDING ABOVE 40'.1404.1.1   ARCHITECTURAL TRIM ON BUILDINGS OF TYPE   I, II AND IV CONSTRUCTION NOT MORE THAN   THREE STORIES OR 40 FT (12.2 M) HIGH MAY   BE OFTYPE VI CONSTRUCTION, AND MAY BE   OF TYPE VI CONSTRUCTION ON ALL BUILDINGS   OF TYPE III, V AND VI CONSTRUCTION.   TRIM SHALL BE SECURED TO THE WALL WITH   METAL OR OTHER APPROVED BRACKETS OR   FASTENERS.WHEN ARCHITECTURAL TRIM IS   LOCATED ALONG THE TOP OF EXTERIOR WALLS,   IT SHALL BE COMPLETELY BACKED BY THE   EXTERIOR WALL AND SHALL NOT EXTEND OVER   THE TOP OF EXTERIOR WALLS.           17) PRODUCT APPROVALS SUBMITTED WITH   PERMIT APPLICATION AFTER OCTOBER 1, 2003   ARE REQUIRED TO COMPLY WITH THE FLORIDA   PRODUCT APPROVAL SYSTEM. FOR INFORMATION   PLEASE SEE THE STATE WEBSITE AT   WWW.FLORIDABUILDING.ORG.   PRODUCTS WITH   STATEWIDE APPROVAL ARE REQUIRED TO BE   SUBMITTED WITH A COVER SHEET THAT LISTS   THE PRODUCT IDENTITY NUMBER FROM THE   STATE. IF THE PRODUCT DOES NOT HAVE   STATEWIDE APPROVAL, SUBMIT AN APPLICA-   TION FOR LOCAL PRODUCT APPROVAL OR SITE   SPECIFIC FORM PER RULE 9B-72. SEE   ATTACHMENT. WWW.FLORIDABUILDING.ORG       18) FL BLD CODE 1606.1.5: COMPONENTS &   CLADDING, PROVIDE 2 COPIES(3 IF THRESH-   OLD OR RESIDENT INSPECTOR) OF PRODUCT   TESTING REPORTS,MISSING REPORTS ARE AS   FOLLOWS:   A) OPERABLE WINDOWS   FL 3485TRACO TR-6800 -OK   FL 3044.3TRACO HS-HC 65 NON-IMPACT WINDOW   REQUIRED 0-30'LARGE MISSILE, 30'-60'SMALL MISSILE -   DENIED   FL 3044.4TRACO HS-AW 55NON-IMPACT WINDOW   REQUIRED 0-30'LARGE MISSILE, 30'-60'SMALL MISSILE -   DENIED   FL 3044.5TRACO HS-AW55 NON-IMPACT WINDOW   REQUIRED 0-30'LARGE MISSILE, 30'-60'SMALL MISSILE -   DENIED       B) FIXED WINDOWS   FL 3487TRACOTR-3800 - OK   FL 632KAWNEER EXPIRED NOA NON-IMPACT   REQUIRED 0-30'LARGE MISSILE, 30'-60'SMALL MISSILE -   DENIED       C) MULLIONS MAY OR MAY NOT BE INCLUDED IN THE PRODUCT   APPROVALS       D) EXTERIOR HOLLOW METAL DOORS   FL3078 AMWELD DENIED LOW PRESSURES SINGLE &   PAIRS       E) EXTERIOR GLAZED DOORS   FL 3038TRACO 03-0829.06 SMALL MISSILE ONLY, NO   PRESSURE TEST - DENIED   FL 3038.3TRACO 03-0422.04 TR-8910 SMALL   MISSILE TEST NO PRESSURE TEST - DENIED   FL 3038.4TRACO 03-0422.04 TR-8910 LARGE   MISSILE HIGHLIGHT ANCHOR FASTENING SCHEDULE MAY COMPLY   FL3477TRACO TR-8300SLIDING GLASS DOOR   NON-IMPACTREQUIRES 0-30' LARGE MISSILE, 30'-60' SMALL   MISSILE - DENIED       F) EXTERIOR LOUVERED DOORS NO REPORT SUBMITTED       G) EXTERIOR RAILINGS- WILL ONLY NEED ENGINEERING NOT A   PRODUCT APPROVAL       H) LOUVERS NO REPORT SUBMITTED.       I) TRUSS ANCHORS NO REPORT SUBMITTED.       J) ROOF ASSEMBLIES INCLUDING DENSE DECK, INSULATION,   UNDERLAYMENT, ROOF TILE AND ATTACHMENT METHODS. FL 1559   SINGLE PLY ROOF SYSTEMS- HIGHLIGHT WHICH SUB-SYSTEM TO   BE USED.   NOTE ZONES 2 & 3 MAY REQUIRE ENHANCED FASTENING   PROVIDE RATIONAL ANALYSIS BY QUALIFIED PROFESSIONAL       K) EFIS WALL SYSTEMS IF USED       L)5/8" FIBER TOUGH AQUA ROCK SHEATHING       M ) PRE-MANUFACTURED ROOF A/C STANDS- OK       N) ROLL UP DOOR - NO REPORT SUBMITTED       O) DENSE DECK- MAY BE INCORPORATED IN A PRODUCT   APPROVAL       P) ROOF TILE - NO REPORT SUBMITTED- CIRCLE OR HIGHLIGHT   WHAT ANCHOR METHOD TO INSTALLROOF TILE       19) IMPACT GLASS IS SPECIFIED, COMPLIED.       20)IMPACT GLASS IS SPECIFIED, COMPLIED.           21)IMPACT GLASS IS SPECIFIED, COMPLIED.           22- 29) COMPLIED       NOTE: CALCULATED VALUE: $ 10,848,462.00/144,666 SQ   FT       ADDITIONAL COMMENTS MAY APPEAR ON THE   NEXT REVIEW NOT COVERED FROM THE FIRST   REVIEW DUE TO THE COMMENT RESPONSE OR   ADDITIONAL INFORMATION NOT PROVIDED   UNDER THE FIRST REVIEW.   BUILDING PLAN REVIEW   JIM WITMER   TEL: (561)805-6715   FAX: (561)659-8026   COURTNEY LAKES BLD.# 3 REV. (2).DOC Review Stop B BUILDING (STRUCTURAL) Rev No 1 Status F Date 2006-02-06 Cont ID   Sent By jwitmer Date 2006-02-06 Time 16:54 Rev Time 8.00 Received By jwitmer Date 2006-02-06 Time 16:53 Sent To   Notes 2006-02-06 00:00:00 PERMIT: 05091687 BLDG# 3   ADD:XXX N CONGRESS   74-43-43-20-00-000-3010   CONT: E. A. LANDERS   TEL: (305)823-3938   FL BLD CODE= 2001 FLORIDA BUILDING CODE   * WEST PALM BEACH AMENDMENTS       COURTNEY LAKES APARTMENTS, LLC       ARCH: FORUM ARCHITECTURE & INTERIOR DESIGN   (407)830-1400   STRUC: ROBERT PLOWFIELD & ASSOC   (407)657-6657       1ST REVIEW   ACTION: DENIED       ***IMPORTANT***   WHEN RESUBMITTING PLANS PLEASE INDICATE   THE REVISION & REMOVE & REPLACE ANY   PAGES AS NECESSARY. A TRANSMITTAL LETTER   LISTING THE ORIGINAL REVIEW COMMENT NUM-   BER, WITH A DESCRIPTION OF THE REVISION   MADE, IDENTIFYING THE SHEET OR SPECIFICA   TION PAGE WHERE THE CHANGES CAN BE FOUND   WILL HELP TO EXPEDITE YOUR PERMIT. THANK   YOU FOR YOUR ANTICIPATED COOPERATION.               1) PROVIDE NOC RECORDED WITH THE CLERK   OF COURT BEFORE A PERMIT CAN BE ISSUED.   NOTE NOC WILL BE NULL & VOID 90 DAYS   AFTER RECORDING AT THE CLERK OF THE   COURTS OFFICE IF WORK HAS NOT STARTED.   FL S S 713.13(2).       2) FL BLD CODE 1804.2.2 QUESTIONABLE   SOILS, WHERE THE BEARING CAPACITY IS   NOT DEFINETLY KNOWN OR IS IN QUESTION.   WHERE THE BEARING CAPACITY OF THE SOIL   IS NOT DEFINITLY KNOWN OR IS IN QUESTION   THE BUILDING OFFICIAL MAY REQUIRE EXPLOR   ATIONS, TEST OR OTHER ADEQUATE PROOF AS   TO THE PERMISSIBLE SAFE BEARING   CAPACITY. REQUIRED TEST AND RECOMMENDA-   TIONS SUBMITTED TO VERIFY BEARING CAPA-   CITY SHALL BE CERTIFIED BY A GEOTECH-   NICALREPORT FROM A DESIGN PROFESSIONAL   PROPERLY LICENSED IN THE STATE OF   FLORIDA.       3) FL BLD CODE CHAP 13 ENERGY EFFICENCY   PROVIDE ENERGY CALS/ W MANUAL "J"       4) ARCHITECTURAL PAGES DO NOT HAVE A   RAISED SEAL.   PLANS, SPECIFICATIONS,REPORTS OR   OTHER DOCUMENTS PREPARED BY THE DESIGN PROFESSIONAL AND   BEING FILED FOR PUBLIC   RECORD SHALL HAVE THE SIGNATURE AND   SEAL OF THE DESIGN PROFESSIONAL AFFIXED   TO THE DOCUMENT.   FL STATE STAT: 61G15-23.002 ENGINEERS   FL ATATE STAT: 61G16.003 ARCHITECTS       5)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.       6)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 OCCUPAN   CY CLASSIFICATION AS DEINED IN THE   FLORIDA BUILDING CODE WHICH EXCEEDS   5,000 SQ FT IN AREA AND AN OCCUPANT   CONTENT OF GREATER THAN 500 PERSONS.       105.13.1 THE ENFORCING AGENCY SHALL   REQUIRE A SPECIAL INSPECTOR TO PERFORM   SRUCTURAL INSPECTIONS ON A THRESHOLD   BUILDING PURSUANT TO A STRUCTURAL INSPEC   TION PLAN PREPARED BY THE ENGINEER OF   RECORD. THE STRUCTURAL INSPECTION PLAN   MUST BE SUBMITTED TO THE ENFORCING AGEN-   CY PRIOR TO THE ISSUANCE OF A BUILDING   PERMIT FOR THE CONSTRUCTION OF A THRESH-   OLD BUILDING. THE PURPOSE OF THE SRUCTUR   AL INSPECTION PLAN IS TO PROVIDE SPECIF-   IC INSPECTION PROCEDURES AND SCHEDULES   SO THAT THE BUILDING CAN BE ADEQUATELY   INSPECTED FOR COMPLIANCE WITH THE   PERMITTED DOCUMENTS.       7) WPB AMENDMENT 105.13.6. W.P.B.   CONSTRUCTION SERVICES DEPARTMENT   REQUEST FOR THRESHOLD BUILDINGS A   SPECIAL INSPECTOR AS REQUIRED BY S.   553.79(5) FLORIDA STATUTES TO THE MIN-   IMUM INSPECTIONS REQUIRED BY THIS CODE.   CONTACT HAROLD PISKURA MANAGER OF THE   SPECIAL INSPECTOR PROGRAM AT (561)   805-6711 FOR FURTHER INFORMATION BEFORE   THE PERMIT MAY BE ISSUED.       8) W.P.B. AMENDMENT 105.13.4.4 ALL PLANS   FOR THE BUILDING WHICH ARE REQUIRED TO   BE SIGNED AND SEALED BY THE ARCHITECT OR   ENGINEER OF RECORD CON- TAIN 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.       9A) CONTACT LILI URSA FOR ADDRESSING   REQUIREMENTS @ (561)822-1239       9B)PROVIDE A COPY OF THE NEW PLAT, LOT   HAS BEEN SUBDIVIDED.       9C) ON ALL (3) PERMIT APPLICATIONS   CORRECT THE PROPERTY CONTROL NUMBER TO   THE NEW LOT.       9D) PROVIDE A SITE PLAN WITH LOCATION OF       THE PROPOSED STRUCTURES WITH DIMENSIONS   FOR TABLE 600 ISSUES.A2.01 HAS NO   DIMENSIONS!       10A) CORRECT PERMIT APPLICATIONS AS TO   DESRIPTION OF WORK FOR THE THREE   BUILDINGS, CURRENTLY THERE WILL BE 1350   UNITS ON THIS PROJECT WHEN FINISHED, SEE DESCRIPTION OF   PROJECT, EACH APPLICATION   FOR BUILDINGS 1, 450 UNITS BUILDING 2   450 UNITS & BUILDING 3, 450 UNITS   TOTALING 1350. .       10B) PLEASE PULL PLANS APART INTO 3 SETS   OF PLANS SO ALL PAGES THAT DEAL WITH   BUILDING # 1 ARE IN ONE SET ETC.       10C) ADDITIONAL INFORMATION REQUIRED FOR   RECORD KEEPING PURPOSES 106.1.2*:   10C)A) FLOOD ZONE   10C)B) FLOOD ELEVATION (IF A ZONE)   10C)C) LOMAR (IF A ZONE)   10C)D) NUMBER OF UNITS   10C)E) NUMBER OF FLOORS   10C)F) NUMBER OF BEDROOMS   10C)G) NUMBER OF ROOMS   10C)H) NUMBER OF BATHROOM   10C)I) SQ FT LIVING SPACE(TOTAL)   10C)J) SQ FT FOOT PRINT   10C)K) SQ FT UNDER ROOF (TOTAL)       10D) THE DESCRIPTION OF BUILDINGS AND   PHASING ARE CONFUSING BECAUSE THE   TERMINOLOGY, CURRENTLY THE CONTRACTOR   HAS PERMIT APPLICATIONS IN FOR BUILDINGS   1,2& 3 NOT 4 NOR 5 AS BUILDINGS ARE   DEPICTED ON SHEET A1.02.       10E) A1.04 INDICATES A PHASED PROJECT OF   5 BUILDINGS SEPERATED BY 4 HR WALLS.   THEN THERE IS ANOTHER NOTE INDICATING   TEMPORARY I HR WALLS WITH 45 MIN RATED   DOORS. THIS PLAN IS NOT CLEAR AS WHAT   WORK WILL BE COMPLETED WHEN. A MEETING   WITH ALL CONCERNED WOULD BE GREATLY   APPRECIATED. CONCERNS ON HOW EGRESS WAYS   ARE TO BE ADDRESSED. HOW ACTIVE FIRE   ALARM, FIRE SPRINKLER WILL BE MAITAINED   WITH THE NEW PHASES BEING BUILT. WORK   AREA BEING ISSOLATED FROM THE GENERAL   PUBLIC.A ACCESSIBLE PATH TO THE RIGHT OF   WAY DURING CONSTRUCTION OF ALL PHASES.       10F) THE PHASING PLAN INDICATED ON SHEET   A1.04 INDICATES WORK ON BUILDING# 1 THEN   JUMPING TO TWO OTHER BUILDINGS THEN BACK   TO BUILDING# 1 JUMPING OVER AREAS TO BE   PHASED IN LATER VERY IMPARTICAL AS TO   HOW LIVE SYSTEMS ELECTRIC WATER AND FIRE SPRINKLERS ARE   TO BE BUILT AND   MAINTAINED.       10G) THIS REVIEW WILL CONSTITUTE OF   BUILDING# 1 OF 515,540 SQ FT. PLANS   REFER TO THIS AS BEING BLDG 1,2 & 3.       10H) A1.02 CODE COMPLIANCE FOR APARTMENT BUILDINGS   PLANS INDICATE TYPE IV, UNPROTECTED ,   SPRINKLERED   MAXIMUMHEIGHT ALLOWED IS 55'   PROPOSED HEIGHT69'-3"   PLEASE CORRECT BUILDING TYPE!!!!!!   503.2.2 ALLOWED THE DEDUCTION OF 1 STORY   FOR THE PARKING GARAGE IF TYPE I OR TYPE   II BUILDING.       10I) THE OTHER ISSUE IS THE ALLOWABLE   AREA FOR A TYPE IV , UNPROTECTED,   SPREINKLERED BUILDING THE ALLOWABLE   AREAIS ONLY 24,000 SQ FT / FL.       10J) EVEN IF THE BUILDING WAS CONSIDERED   A TYPE IV , 1 HR PROTECTED, SPRINKLERED   BUILDING THE ALLOWABLE AREA INCREASE   WILL BE 36,000/ FL BUT THE HEIGHT OF 65'   STILL 4'-3" OF THE OVERALL HEIGH OF THE   BUILDING, STILL REQUIRING THE 4 FOUR HR   FIRE WALLS TO MAKE UP THE TOTAL AREA FOR   THIS ONE BUILDING. THE OTHER ISSUE IS   THE 4 HR FIRE WALLS DO NOT CONTINUE   THROUGH THE GARAGE SEPERATING THEM INTO   SEPERATE BUILDINGS. A 3HR FIRE RATED   DOOR WOULD BE REQUIRED IN THE GARAGE   LEVEL. PLEASE CORRECT.       10K) DISCREPANCY A1.02 CONSTRUCTION TYPE   IV UNPROTECTED VS A1.21 FIRE RATING   IV I HR RATED.       11) SHEET A1.05       11A) PLEASE PROVIDE THE LISTING FOR   RATED WALLS, U.L. OR OTHER   RECOGNIZED LISTING AGENCY.       11B) PLANS INDICATE USE OF RINKER BLOCK,   PROVIDE FROM THE MANUCATURER THE   EQIVALENT THICKNESS OF BLOCK,709.3.1.1   THE FIRE RESISTANCE RATING OF WALLS AND   PARTITIONS CONSTRUCTED OF CONCRETE   MASONRY UNITS SHALL BE DETERMINED FROM   TABLE 709.3.1.THE RATING SHALL BE   BASED ON THE EQUIVALENT THICKNESS OF THE   MASONRY AND TYPE OF AGGREGATE USED.       12)SITE PLAN A2.01       12A) ACCESSIBLE ROUTE: FAIR HOUSING AT   LEAST ONE ACCESSIBLE ROUTE SHALL BE   PROVIDED WITHIN THE BOUNDARY OF THE SITE   FROM PUBLIC TRANSPORTATION STOPS,   ACCESSIBLE PARKING SPACES, PASSENGER   LOADING ZONES IF PROVIDED, AND PUBLIC   STREETS OR SIDEWALKS, TO AN ACCESSIBLE   BUILDING ENTRANCE.       12B) SITE PLAN DOES NOT PROVIDE ANY   INFORMATION AS TO CURB CUTS, PEDSTRIAN   CROSS WALKS, ETC.       13) SHEET A5.40:       13A) ELEVATOR LOBBY DOOR # 5.003 SWINGS   THE WRONG WAY AGAINST EGRESS.   NO HR RATING!       13B) STAIRWELL# 12,13&14EXIT DOOR NO   LISTING, NO RATING!       13C) STAIRWWELL 12 LEAD BACK INTO THE   GARAGE NOT THE EXIT DISCHARGE.       13D) TRASH REFUSE ROOM# 5NO RATING       13E) FIRE PUMP ROOM NO RATING OF DOOR       13F) PARKING GARAGE TO BE CONSIDERED AN   ENCLOSED PARKING GARAGE PROVIDE   COMPLIANCE WITH 6 AIRCHANGES PER   HR.411.4.2.       13G) MAILBOXES SEE DETAIL A5.56 DETAIL   # 7, PROVIDE DIMENSIONS (ELE) TO COMPLY   WITH SIDE REACH RANGES.       13H) PLANS ARE NOT CLEAR IF STAIRWELL   12 & 4 ARE IN PHASE "D" OR PHASE "E". IF   LOCATED IN 2ND PHASE DEAD END   CORRIDORS EXIST.       13I) GARAGE 4 HR FIRE WALL, PROVIDE 3 HR   FIRE RATED DOOR BETWEEN BUILDINGS,   INDICATE HOW DOOR WILL ACTIVATE WITH THE   SMOKE/ FIRE ALARM?   705.1.3.1 WALL OPENINGS REQUIRED TO BE   PROTECTED SHALL BE PROTECTED BY APPROVED   LISTED AND LABELED FIRE DOORS, WINDOWS   AND SHUTTERS AND THEIR ACCOMPANYING   HARDWARE, INCLUDING ALL FRAMES, CLOSING   DEVICES, ANCHORAGE AND SILLS, IN   ACCORDANCE WITH THE REQUIREMENTS OF NFPA   80, EXCEPT AS OTHERWISE SPECIFIED IN   THIS CODE.                       14)BUILDING# 5 SHOWS PHASING AND IT   APPEARS TO BE A SINGLE 4HR FIRE WALL   SEPERATING THIS BUILDING INTO 2 SEPERATE BUILDINGS. THE   STAIR TOWER WILL HAVE   TO BE BUILTWITH A 4HR WALL, ROOF   STRUCTURE INDEPENDENT OF THE OTHER   BUILDINGS AND DIRECT ACCESS FROM EACH OF   THE BUILDINGS EXIT ACCESS CORRIDORS,PLUS   THE REQUIRED 3 HR OPENING PROTECTIVES.   YOUR BUILDINGS DESIGN WAS BROUGHT TO THE   BUILDING OFFICIAL FOR HIS INTERPRETATION       PLANS INDICATE TYPE IV UNPROTECTED,   FIRE SPRINKLERED TABLE 600 ALLOWS 24,000   SQ FT PER FLOOR PLANS INDICATE 28,486   PER FLOOR. AREA INCREASES IF TAKEN   APPEARS TO MEET THE CODE FOR AREA, THERE   SEEMS TO BE A PROBLEM WITH HEIGH   PROPOSED 69' ALLOWED 55'.           DEF:WALL, PARTY. A FIRE WALL ON AN   INTERIOR LOT LINE, USED OR ADAPTED FOR   JOINT SERVICE BETWEEN TWO BUILDINGS.       SELF-CLOSING. AS APPLIED TO A FIRE DOOR   OR OTHER OPENING, MEANS NORMALLY CLOSED   AND EQUIPPED WITH AN APPROVED DEVICE   WHICH WILL INSURE CLOSING AFTER HAVING   BEEN OPENED FOR USE.       705.1.3.1 WALL OPENINGS REQUIRED TO BE   PROTECTED SHALL BE PROTECTED BY APPROVED   LISTED AND LABELED FIRE DOORS, WINDOWS   AND SHUTTERS AND THEIR ACCOMPANYING   HARDWARE, INCLUDING ALL FRAMES, CLOSING   DEVICES, ANCHORAGE AND SILLS, IN   ACCORDANCE WITH THE REQUIREMENTS OF NFPA   80, EXCEPT AS OTHERWISE SPECIFIED IN   THIS CODE.       705.1.5 OPENING PROTECTION IN STAIRWAY   ENCLOSURES. OPENING PROTECTIVESIN   STAIRWAY SHAFTS ARE LIMITED TO   SELF-CLOSING OR SMOKE ACTUATED,   AUTOMATIC-CLOSING FIRE DOOR   ASSEMBLIES.IF SMOKE-ACTUATED CLOSURES   CLOSE ONE DOOR, ALL DOORS SERVING THAT   STAIRWAY SHALL CLOSE.       THE OTHER ISSUE IS A UNITY OF TITLE   WOULD BE REQUIRED EVEN FOR A SINGLE LOT   AS TO NOT BE ABLE TO SELL OFF A PORTION   OR BUILDING CREATING A CODE VIOLATION.       15) SHEET A5.41:       15A) TRASH ROOM DETAIL 1&2 OF A8.20 THE   DETAIL IS MISSING THE ENCLOSURE TO THE   BOTTOM OF THE CHUTE ENCLOSURE.705.2.4.2   ALL OPENINGS INTO THE SHAFT ENCLOSURE,   INCLUDING THOSE FROM ACCESS ROOMS AND   TERMINATION ROOMS, SHALL BE PROTECTED IN ACCORDANCE   WITH TABLE 705.1.2.SUCH   OPENING PROTECTIVES SHALL BE   SELF-CLOSING OR AUTOMATIC-CLOSING UPON   DETECTION OF SMOKE, EXCEPT THAT THE   OPENING PROTECTIVE BETWEEN THE SHAFT AND   THE TERMINATION ROOM MAY BE CLOSED BY A HEAT-ACTIVATED   DEVICE.       15B) THE TERMINATION ROOM DOOR NO   INFORMATION ON RATING?       16) VARIOUS SHEETS ON BUILD# 5   INDICATE A DETAIL SECTION# 23 SHEET   A7.10.       16A) THIS SECTION INDICATES METAL   TRUSSES TO BE USED BUT NO INFORMATION   AS TO THE ROOF DECKING MATERIAL TO BE   USED? TYPE IV UNPROTECTED- NC   TYPE IV 1HR- IHR PROTECTED       16B) PROVIDE A DETAIL INDICATING ACCESS   TO ATTIC AREA.       16C) THIS SAME SECTION INDICATES USE OF   FOAM TRIM ON THE EXTERIOR OF THE   BUILDING ABOVE 40'.1404.1.1   ARCHITECTURAL TRIM ON BUILDINGS OF TYPE   I, II AND IV CONSTRUCTION NOT MORE THAN   THREE STORIES OR 40 FT (12.2 M) HIGH MAY   BE OFTYPE VI CONSTRUCTION, AND MAY BE   OF TYPE VI CONSTRUCTION ON ALL BUILDINGS   OF TYPE III, V AND VI CONSTRUCTION.   TRIM SHALL BE SECURED TO THE WALL WITH   METAL OR OTHER APPROVED BRACKETS OR   FASTENERS.WHEN ARCHITECTURAL TRIM IS   LOCATED ALONG THE TOP OF EXTERIOR WALLS,   IT SHALL BE COMPLETELY BACKED BY THE   EXTERIOR WALL AND SHALL NOT EXTEND OVER   THE TOP OF EXTERIOR WALLS.           17) PRODUCT APPROVALS SUBMITTED WITH   PERMIT APPLICATION AFTER OCTOBER 1, 2003   ARE REQUIRED TO COMPLY WITH THE FLORIDA   PRODUCT APPROVAL SYSTEM. FOR INFORMATION   PLEASE SEE THE STATE WEBSITE AT   WWW.FLORIDABUILDING.ORG. PRODUCTS WITH   STATEWIDE APPROVAL ARE REQUIRED TO BE   SUBMITTED WITH A COVER SHEET THAT LISTS   THE PRODUCT IDENTITY NUMBER FROM THE   STATE. IF THE PRODUCT DOES NOT HAVE   STATEWIDE APPROVAL, SUBMIT AN APPLICA-   TION FOR LOCAL PRODUCT APPROVAL OR SITE   SPECIFIC FORM PER RULE 9B-72. SEE   ATTACHMENT. WWW.FLORIDABUILDING.ORG       18) FL BLD CODE 1606.1.5: COMPONENTS &   CLADDING, PROVIDE 2 COPIES(3 IF THRESH-   OLD OR RESIDENT INSPECTOR) OF PRODUCT   TESTING REPORTS,MISSING REPORTS ARE AS   FOLLOWS:   A) OPARATABLE WINDOWS   B) FIXED WINDOWS   C) MULLION   D) EXTERIOR DOORS SOLID   E) EXTERIOR DOORS GLAZED   F) EXTERIOR DOORS LOUVERED   G) STORM SHUTTERS   H) EXTERIOR RAILINGS   I) LOUVERS   J) TRUSS ANCHORS   K) ROOFING ASSEMBLIES   L) EFIS SYSTEMS       19) AN INTERPRETATION FROM THE BUILDING   OFFICIAL ON STORM SHUTTERS THAT ARE USED   ON LARGE PROJECTS:   QUESTION# 13) RECOGNIZING SUCH CONCERNS   AS ABSENTEE OWNERS, OR CASES WHERE   LONGER TIME AND EFFORT IS NECESSARY TO   SECURE SHUTTERS ON LARGE OR MULTI-STORY   BUILDINGS, WHAT MEASURES ARE BEING   RECOMMENDED OR IMPLEMENTED TO ENSURE   THAT COMPLETE INSTALLATION OR SECURING   IS DONE SUFFICIENTLY IN ADVANCE OF THE   HURRICANE EVENT?       IN MATTERS FLORIDA BUILDING CODE, 2004   EDITION, PROVIDES THE ABILITY FOR THE   BUILDING OFFICIAL TO IMPLEMENT   REQUIREMENTS FOR ENSURING STABILITY,   STRENGTH, AND PROPER OPERATION OF   EXISTING BUILDINGS.       IN ORDER TO ASSURE THE SECURING OF   SHUTTERS ON LARGE OR MULTI-STORY   BUILDING, OR MULTIPLE BUILDINGS ON THE   SAME PROPERTY, PRE-STORM PREPARATION   PLANS MUST BE SUBMITTED BY THE PROPERTY   OWNERS OR MANAGING AGENTS FOR REVIEW BY   THE CONSTRUCTION SERVICES DEPARTMENT.   ANY SUCH PLAN SHALL INCLUDE, AT A   MINIMUM, ON-SITE LOCATION OF SHUTTERS,   PARTY RESPONSIBLE FOR SECURING THE   SHUTTERS (SAID PARTIES MUST BE LOCATED   WITHIN PALM BEACH COUNTY), TOTAL NUMBER   OF OPENINGS TO BE PROTECTED AND TOTAL   TIME REQUIRED TO SECURE ALL OPENINGS.   PROTECTION OF OPENINGS SHALL BE   ACCOMPLISHED WITHIN TWELVE (12) HOURS OR   LESS OF THE OFFICIAL NOTIFICATION BY THE   NATIONAL WEATHER SERVICE OF A HURRICANE   WATCH.       PROVISIONS IN THE BUILDING CODES (AND   THIS STANDARD) ARE NOT INTENDED TO   PROHIBIT THE USE OF ALTERNATIVE   MATERIALS AND METHODS, AND ALLOW THE   BUILDING OFFICIAL TO REVIEW AND APPROVE   ANY ALTERNATE DEEMED EQUIVALENT IN   QUALITY, STRENGTH, EFFECTIVENESS, FIRE   RESISTANCE, DURABILITY AND SAFETY   PRESCRIBED BY CODE. BASED UPON THIS CODE PROVISION,   ACCEPTANCE OF ALTERNATE   MATERIALS AND METHODS MAY BE APPROVED ON   A CASE-BY-CASE BASIS AND SHALL REQUIRE   SUFFICIENT EVIDENCE OR PROOF TO   SUBSTANTIATE ANY CLAIM MADE REGARDING   THE ALTERNATE.       QUESTION# 14) ARE REMOVABLE STORM PANELS APPROPRIATE   FOR USE ON VERY LARGE, MID   OR HIGH-RISE STRUCTURES?       NO, EXCEPT ON THE GROUND FLOOR. ON   COMMERCIAL AND MULTI-UNIT RESIDENTIAL   STRUCTURES, ABOVE THE FIRST LEVEL,   IMPACT RESISTANT GLAZING OR PERMANENTLY   AFFIXED PROTECTIVE DEVICES SHALL BE   INSTALLED. PERMANENTLY AFFIXED   PROTECTIVE DEVICES SHALL REQUIRE THE   WRITTEN APPROVAL OF THE BUILDING   OFFICIAL.       20) PROVIDE STORM PANEL INFORMATION WITH INSTALLATION   SCHEDULE AND KEY PLAN WITH   SPECIFIC ANCHORS AND MOUNTING TO BE USED   FOR ALL NON-IMPACT GLAZING.   FBC 1606.1.4.       21) FL BLD CODE 2001 SECTION 103.6,   1606.1.4, 1707.4 & 3401.7.2.4.   PROCEDURES: 1(B) A COMPLETE INSTALLATION   SCHEDULE SUMMARIZING & IDENTIFYING   OPENING SIZES, STORY HEIGHTS, UNIT MARK   NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM   BAR REINFORCING REQUIREMENTS, WALL PRES-   SURE ZONES, SLAT TYPES, ETC., SHALL BE   SUBMITTED AT TIME OF PERMIT APPLICATION   TO FACILITATE PLAN REVIEW AND PERMIT   ISSUANCE.       22) 3003.6.1 VENTS. HOISTWAYS OF ELEVA-   TORS SERVING MORE THAN 3 FLOORS SHALL BE   PROVIDED WITH MEANS OF VENTING SMOKE AND   HOT GASES TO THE OUTER AIR IN CASE OF   FIRE.       23)3003.6.2 VENTS SHALL BE LOCATED BELOW   THE FLOOR OR FLOORS AT THE TOP OF THE   HOISTWAY, AND SHALL BE EITHER DIR- ECTLY   TO THE OUTER AIR OR THROUGH NON-   COMBUSTIBLE DUCTS TO THE OUTER AIR.       24) 3003.6.3 THE AREA OF THE VENTS SHALL   BE NOT LESS THAN 3 SQ FT FOR EACH   ELEVATOR CAR, WHICHEVER IS GREATER.       25)SHEET S4.00 INDICATES THE ROOF ZONES   FOR A SIMPLE RECTANGLE. PROVIDE A   DETAILED ZONE MAP AS IT RELATES TO THIS   BUILDING INCLUDING PENTHOUSES WITH THE   APPROPRIATE PRESSURES.       26) A9.03 WINDOW BUCK DETAIL CORRECT:   1707.4.4.2 TAPERED BUCKS:   SHALL EXTEND BEYOND THE INTERIOR FACE   OF THE WINDOW OR DOOR FRAME SUCH THAT   FULL SUPPORT OF THE FRAME IS SUPPORTED.       27) S3.51-S3.54   1511.7 ROOF MOUNTED MECHANICAL UNITS   SHALL BE MOUNTED ON CURBS RAISED A   MINIMUM OF 8 INCHES ABOVE THE ROOF SUR-   FACE, OR WHERE ROOFING MATERIALS EXTEND   BENEATH THE UNIT, ON RAISED EQUIPMENT   SUPPORTS PROVIDING A MINIMUM CLEARENCE   HEIGHT IN ACCORDANCE WITH TABLE 1511.7.       28) 1503.4.4 PROTECTION AGAINST DECAY &   TERMITES. CONDENSATE LINES & ROOF DOWN   SPOUTS SHALL DISCHARGE AT LEAST 1 FT.   AWAY FROM THE STRUCTURE SIDEWALL,   WHETHER BY UNDERGROUND PIPING, TAIL EX-   TENSIONS, OR SPLASH BLOCKS.       29) ELECTRICAL SHEETS MISSING SMOKE   ALARMS IN BEDROOMS.905.1.1A FIRE ALARM   SYSTEM IN ACCORDANCE WITH NFPA 72SHALL   BE INSTALLED.       ADDITIONAL COMMENTS MAY APPEAR ON THE   NEXT REVIEW NOT COVERED FROM THE FIRST   REVIEW DUE TO THE COMMENT RESPONCEOR   ADDITIONAL INFORMATION NOT PROVIDED   UNDER THE FIRST REVIEW.   BUILDING PLAN REVIEW   JIM WITMER   TEL: (561)805-6715   FAX: (561)659-8026 Review Stop E ELECTRICAL Rev No 3 Status F Date 2007-09-20 Cont ID   Sent By dpalmer Date 2007-09-20 Time 08:18 Rev Time 0.00 Received By dpalmer Date 2007-09-16 Time 13:06 Sent To   Notes 2007-09-20 08:19:00     ** DENIED 3RD REVIEW**       ** PLEASE SEE THERE ARE SOME ITEMS FROM PREVIOUS REVIEW   WHICH ARE STILL IN NEED OF ADDRESSING. PLEASE ALSO SEE   THERE ARE SOME NEW COMMENTS BASED ON REVISED   PLANS/PLANS AND DOCUMENTS NOW SUBMITTED.   ** SOME ITEMS COULD HAVE BEEN REDLINED/PROVISO, HOWEVER   MANY OF THESE ARE IN NEED OF ADDRESSING AT THIS TIME.       1) NOTE:PLEASE SEE THE PLANS DO NOT INDICATE FIXTURE   DESIGNATIONS FOR ALL LIGHTING. PLEASE SEE THERE ARE   SEVERAL AREAS INCLUDING FIRST FLOOR AND OTHER FLOORS   WHERE FIXTURES ARE STILL MISSING DESIGNATIONS. PLEASE   SEE THE FIXTURE LEGEND COULD NOT BE COORDINATED WITH   THESE AT THIS TIME.   PLEASE SEE COMMON AREAS WHICH THE LEGEND ON ELECTRICAL   PLANS COULD NOT BE FOUND.   PLEASE SEE THE INFORMATION ON THE INPUT DATA REPORT FOR   EXTERIOR LIGHTING ALSO NEEDS TO CORRELATE WITH PLANS.   THE LIGHTING, TYPES, NUMBER OF FIXTURES, ETC IS NOT   STATED ON THE IDR AS ON PLANS.   PLEASE SEE THE ENERGY CALCULATIONS AS SUBMITTED AS THE   INPUT DATA REPORT DOES NOT CORRELATE WITH ALL   ELECTRICAL LIGHTING FOR INTERIOR LIGHTING WHICH IS ON   PLANS. PLEASE SEE MISSING A SUBSTANTIAL AMOUNT OF   LIGHTING ON THE INPUT DATA REPORT.   13-415.0, 415.1.ABCD, 415.1.A, 415.2       2) NOTE: PLEASE SEE ONLY ONE COPY OF THE ENERGY   CALCULATIONS (1.22 VERSION) SUBMITTED ACTUALLY CONTAINS   AN ORIGINAL SIGNATURE AND DATE. PLEASE SEE THAT TWO   SETS CONTAIN A RAISED SEAL OVER A PHOTO-COPIED   SIGNATURE AND THE THIRD DOES NOT CONTAIN A RAISED   SEALED OR ORIGINAL SIGNATURE.   **PLEASE KNOW THIS COMMENT HAS BEEN MADE TO THIS DESIGN   PROFESSIONAL ON SEVERAL PROJECTS SUBMITTED TO THIS   JURISDICTION. THIS COMMENT WILL ALSO BE UNDER BUILDINGS   1 AND 3.   PLEASE KNOW THIS OFFICE IS RETAINING ALL COPIES   SUBMITTED FOR POSSIBLE SUBMISSION TO THE FLORIDA BOARD   OF ENGINEERS.   THIS IS A FLORIDA STATUTE AND IS ALSO STATED IN THE   FLORIDA ADMINISTRATIVE CODE.FS 471.025, FAC   61G15-23.002, FBC 103.1.   ** WHEN PLANS WERE RE-SUBMITTED THIS REVIEWER NOTICED   THE INCORRECT VERSION ON THE CALCULATIONS SUBMITTED AND   NEW CALCULATIONS WITH THE CORRECT VERSION WAS SENT VIA   FED-EX. PLEASE SEE THAT THE ONES DONE UNDER THE 2004   FBC WERE ALSO NOT SIGNED, DATED AND SEALED CORRECTLY   AND AS REQUIRED BY THE FLORIDA STATUTES. THIS SHOWS   SAME NON-COMPLIANCE ON MULTIPLE SETS OF DOCUMENTS.   ** PLEASE BE SURE TO GO OVER ALL AND CORRECT.       3) NOTE: PLEASE SEE INFORMATION FOR SITE LIGHTING POLES   DO NOT CONTAIN THE MINIMUM WIND LOAD INFORMATION.   PLEASE KNOW IF THIS INFORMATION IS NOT COMPLETE UNDER   BASE PLANS, THESE WILL BE REQUIRED TO BE UNDER SEPARATE   PERMITS, PLANS AND FEES.   PLEASE KNOW HOWEVER THE LIGHTING INFORMATION AS NOTED   ABOVE IN NOTE #1 FOR THE ENERGY CALCULATIONS WILL STILL   NEED TO BE CORRECTED.   PLEASE IDENTIFY THE CIRCUITS AS SHOWN ON PLANS TO WHICH   BUILDING HOUSE PANEL THEY TERMINATE. PLEASE SEE THIS IS   DONE FOR THE SITE LIGHTING CIRCUITS FOR BUILDING #2 BUT   NOT THE OTHERS.       4) NOTE: PLEASE SEE THE SYMBOL LEGEND STILL INDICATES   *SMOKE DETECTORS*. THIS COULD BE REDLINED IF AND WHEN   ALL OTHER COMMENTS AS ADDRESSED. PLEASE KNOW IF THERE   ARE ANY COMMENTS HOWEVER WHICH MAY AFFECT THE SAME   SHEET(S), PLEASE CORRECT AT THIS TIME. E16.01 THIS   COULD BE REDLINED ON THIS SHEET IF NOT OTHER CHANGES IS   MADE.       5) NOTE: PLEASE BE SURE TO CORRELATE ALL LAYOUTS FOR   UNITS AS THE ELECTRICAL PLANS SEEM TO HAVE DIFFERENT   LAYOUT(S) FOR SOME UNITS. PLEASE SEE C-3 FOR EXAMPLE ON   16.03, 16.04.   PLEASE CORRELATE THE TWO AS THESE LAYOUTS DO NOT MATCH   AT THIS TIME.   PLEASE SEE ANY CHANGES IN LIGHTING ETC. PLEASE ALSO BE   SURE TO COORDINATE WITH THE A-SHEETS.   FBC 104.1.2 (2001) ADMIN SECTION FOR ADDITIONAL   INFORMATION AND COORDINATION OF PLANS.       6) NOTE: PLEASE SEE DISHWASHER AND DISPOSAL WHICH IS   BEING SHOWN WITH A J-BOX. ARE THESE ITEMS GOING TO BE   HARDWIRED?   PLEASE SEE 422.30, 422.31 FOR REQUIRED DISCONNECTING   MEANS.   ARE THESE NOT CORD AND PLUG TYPE APPLIANCES WHICH WOULD   PLUG IN?       7) NOTE: PLEASE SEE BUILDING REVIEW COMMENTS AND PLEASE   KNOW THERE ARE SEVERAL A-SHEETS ON THE REVIEWED SET   WHICH WERE NOT SEALED WITH THE RAISED EMBOSSED SEAL AS   REQUIRED UNDER FS 481.221, FAC 61G1-16.002       8) NOTE: PLEASE SEE THE LIGHT FIXTURE OUTSIDE FIRE PUMP   ROOM WILL BE REQUIRED TO BE BATTERY BACK UP. THIS IS   SHOWN AS A *J* FIXTURE. AS NO FIXTURE LEGEND WAS   SUBMITTED THIS CAN NOT BE VERIFIED AT THIS TIME.   PLEASE ALSO SEE ARE OUT SIDE ELEVATOR EQUIPMENT AREA   AND MAIN ELECTRICAL ROOM WILL ALSO REQUIRE AN EMERGENCY   BATTERY BACK UP LIGHTING FIXTURE OF SOME KIND.   NEC 700.12E, 700.16, LS-101 7.8, 7.9       9) NOTE: PLEASE SEE RISER NOTE #10 WHICH MENTIONS   CONDUCTORS BEING INSTALLED BY POWER COMPANY HOWEVER   PLEASE KNOW THE POWER COMPANY (FPL) FLORIDA POWER AND   LIGHT SHOULD BE CONSULTED.   IT IS KNOWN TO THIS OFFICE THAT THESE CONDUCTORS AFTER   THE METERING DEVICES ARE NOT INSTALLED BY THE POWER   COMPANY AND IN FACT THERE ARE SEVERAL TIMES THE SERVICE   ENTRANCE CONDUCTORS FROM THE TRANSFORMERS TO THE   SERVICE METERS AND MAINS ARE ACTUALLY OWNER SUPPLIED.   THIS WOULD PLACE ALL CONDUITS AND CONDUCTORS UNDER THE   NEC FOR CODE COMPLIANCE.   PLEASE ADJUST RISER FOR CONDUCTORS ETC.   240.4, 310.16   FBC 106.3.5.1.2       10) NOTE: PLEASE CLARIFY THE FIRE PUMP AND INFORMATION   AS REQUESTED ON THE PREVIOUS REVIEWS.   PLEASE SEE NO INFORMATION WAS SUBMITTED WITH RESPECT TO   THE MINIMUM FUEL REQUIREMENTS AND SIZE OF TANK. PLEASE   SEE NO TIMES AT 100% RUNNING IS SHOWN.   PLEASE SEE NFPA-20 9.6.2.2 AND SEE COMMENTS FROM FIRE   MARSHAL.   PLEASE SEE THE FUEL NOTE WHICH IS ON SHEET FP13.09 #3,   DOES NOT CONTAIN THE TEXT FOR CODE.   PLEASE SEE THE MINIMUM ON THE BASE BUILDING IS REQUIRED   AT THIS TIME.   PLEASE SEE THE PREVIOUS NOTES WHICH REQUESTED THIS SAME   INFORMATION.   PLEASE SEE THE FP SHEETS INDICATE A DIESEL FIRE PUMP,   YET THE SUBMITTALS WHICH WERE SUBMITTED WITH PLANS   INDICATE AN ELECTRICAL FIRE PUMP.   PLEASE SUBMIT THE ACTUAL DOCUMENTATION AND CORRELATE   WITH PLANS.   110.3, 90.7, NFPA-70 695, NFPA-20 2003       ** PLEASE SEE ANY POSSIBLE COMMENTS FROM OTHER TRADES   WHICH MAY AFFECT ELECTRICAL PLANS.       ** PLEASE SUBMIT THE ABOVE INFORMATION FOR REVIEW.       *** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS   OR COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE.   IF THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY   WAY, NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR,   PLEASE DO NOT HESITATE IN CONTACTING THIS OFFICE AND   THIS REVIEWER.       ** IMPORTANT**   ONCE ALL REVIEWS ARE DONE AND PLANS ARE   PICKED UP FOR CORRECTIONS, PLEASE BE   SURE TO COMPLETELY REMOVE ALL OLD/VOIDED   SHEETS AND ONLY INSERT NEW REVISED   SHEETS INTO TWO COMPLETE SETS FOR REVIEW   AND STAMPING. DO NOT LEAVE ANY   OLD/VOIDED SHEETS IN SETS.   PLEASE KNOW ONLY ONE SET OF THE   OLD/VOIDED SHEETS SHOULD BE SUBMITTED   FOR REFERENCE.   THIS WILL HELP IN THE REVIEW PROCESS AND   AVOID ANY DELAYS.       DEWEY PALMER   ELECTRICAL PLAN REVIEW II   CONSTRUCTION SERVICES DEPT.   CITY OF WEST PALM BEACH   561-805-6717   [email protected] 2007-09-18 16:30:27 2007-09-18 16:30:27       REVIEW COMMENCED ON BLDG #3 2007-09-16 13:06:51 2007-09-16 13:06:51       IN ELEC FOR REVIEW Review Stop E ELECTRICAL Rev No 2 Status F Date 2006-12-31 Cont ID   Sent By dpalmer Date 2006-12-31 Time 19:44 Rev Time 0.00 Received By dpalmer Date 2006-12-29 Time 18:16 Sent To   Notes 2006-12-31 19:44:43 **** UNSAT2ND REVIEW ********       COURTNEY LAKES BUILDING #3   N. CONGRESS.       ** PLEASE SEE MANY OF THE SAME COMMENTS FROM THE   PREVIOUS REVIEW STILL NEED TO BE ADDRESSED.       ** PLEASE SEE AS THREE SEPARATE BUILDING PERMITS AND   PLANS ARE NOW SEPARATED FOR EACH, PLEASE ALSO SEE NEW   COMMENTS BASED ONE THE PLANS NOW SUBMITTED INTO EACH   SET.       ** PLEASE ALSO SEE THERE ARE SOME NEW NOTES BASED ON   PLANS SUBMITTED.       ** PLEASE SEE BELOW ARE SOME OF THE NOTES FROM THE   PREVIOUS REVIEW ARE BEING NOTED IF ADDRESSED OR NOT BY   A "NO, OK, NO/OK, N/A OR SEE NEW ".   1) NO WILL HAVE FURTHER EXPLANATION IN AN ATTEMPT TO   BETTER EXPLAIN COMMENT MADE.   2) OK, WILL HAVE PREVIOUS NOTE REMOVED.   3) NO/OK, MEANS PART OF THE COMMENT MAY HAVE BEEN   ADDRESSED, HOWEVER NOT ALL. THIS WILL ALSO BE FOLLOWED   BY FURTHER EXPLANATION OF PREVIOUS NOTE.   4) N/A, THIS MEANS THE COMMENT NO LONGER APPLIES TO   THIS BUILDING AND PREVIOUS NOTE IS REMOVED.       ** PLEASE SEE ALL NEW NOTES WILL BE NOTED AT THE END OF   PREVIOUS REVIEW COMMENTS AND WILL BE INDICATED WITH   **** NEW NOTES**.           1) NOTE: OK. SEE NOTES.       2) NOTE: OK       3) NOTE:NO, PLEASE SEE RESPONSE MENTIONS PLANS   DESIGNED UNDER THE CODES AS NOTED, HOWEVER ALL CODES   RELEVANT TO THE DESIGN IN WHICH THE BUILDING IS   PERMITTED UNDER SHALL BE STATED ON PLANS. PLEASE SEE   THIS IS REQUIRED OF ARCHITECTURAL SHEETS AS WELL AS   ELECTRICAL AND FIRE. PLEASE SEE ANY OTHER NOTES WITH   RESPECT TO THIS FROM OTHER TRADES.   THE FOLLOWING SHALL BE STATED. 2002 NEC/NFPA-70, 2002   NFPA-72, 2003 NFPA-20 AND 2003 NFPA-101. (THE CORRECT   NFPA-101 IS NOTED )       ** PREVIOUS REVIEW NOTE **   PLEASE BE SURE TO CORRECT THE CURRENT NEC/ NFPA-70 IN   EFFECT.   PLEASE KNOW, AS OF JULY 1ST, 2003 THE STATE OF FLORIDA   ADOPTED THE 2002   NFPA-70 (NEC). PLANS REFERENCE 1999. PLEASE SEE SOME   ELECTRICAL COMMENTS WHICH WILL AFFECT THIS.   PLEASE SEE NEXT COMMENT WITH RESPECT TO PERMITS APPLIED   FOR UNDER THE 2001 FBC BEFORE OCT 1ST, 2005 AND PERMITS   ON OCT 1ST, 2005.       4) NOTE: N/A, SEE NEW NOTES FOR EACH BUILDING.           5) NOTE: N/A, SEE NEW NOTES UNDER EACH BUILDING.       6) NOTE:NO, PLEASE SEE THERE ARE SEVERAL AREAS WHICH   CIRCUITING IS NOT COMPLETE INCLUDING UNITS FOR SMOKE   DEVICES AND MANY AREAS OF HOUSE/COMMON AREAS/ SITE ETC.   PLEASE SEE MANY NEW COMMENTS BASED ON PLANS SUBMITTED.   PLEASE SHOW ALL AND CORRELATE WITH THE SUBMITTED PANEL   SCHEDULES. SEE NEW NOTES.   FBC ADMIN SECTION 104.1.2       PLEASE COMPLETE ALL CIRCUITING ON PLANS IN ORDER TO   REVIEW CODE COMPLIANCE FOR AREAS OF UNITS AND COMMON   AREAS.       7) NOTE: NO, SAME COMMENT. THIS IS NOT EXPLAINED ANY   FURTHER. PLEASE HOWEVER ALSO SEE NEW COMMENTS BASED ON   PLANS SUBMITTED.   ** PLEASE KNOW THERE ARE AREAS OF PLANS WITH   DESIGNATIONS, ITEMS FOR CODE COMPLIANCE FOR CIRCUITING   TO THOSE AREAS CAN NOT BE VERIFIED.       ** PREVIOUS REVIEW NOTE **   PLEASE PROVIDE ROOM AND AREA DESIGNATIONS ON PLANS,   INCLUSIVE OF ALL UNITS AND COMMON AREAS.   REVIEW FOR SOME CODE COMPLIANCE ITEMS CAN NOT BE DONE   AT THIS TIME.       8) NOTE:NO, PLEASE SEE RESPONSE LETTER MENTIONS TO   SEE SHEET AP E16.00A, YET PLEASE KNOW COMPLETED   PHOTO-METRICS SHALL BE SUBMITTED IN EACH SUBMITTED   PLANS FOR EACH BUILDING AS EACH BUILDING IS ITS OWN   LEGAL RECORD.   PLEASE ALSO SEE PREVIOUS NOTES, PLEASE SEE ONLY PARTIAL   PHOTO-METRICS WERE SUBMITTED. PLEASE SEE NOTE WHICH   REQUIRES ALL UNDER NORMAL AND EMERGENCY AND FOR ALL   EGRESS AREAS. PLEASE SEE ONLY SOME ARE BEING SHOWN IN   THE PLANS UNDER BUILDING ONE. PLEASE KNOW THESE CAN BE   TYPICAL, HOWEVER THEY SHALL ALSO BE SPECIFIC TO EACH   AREA IF THE LAYOUT OF THESE AREAS CHANGES WHICH THEY   DO. NOT ALL AREAS ARE THE LIKE.   PLEASE SEE NEW NOTES ALSO FOR EGRESS FROM UNITS AND   PLEASE SEE NEW NOTES PERTAINING TO PARKING LOT, AND   SITE LIGHTING.   PLEASE KNOW AS THE SWIMMING POOL IS NOT UNDER THIS   PERMIT FOR THE BUILDING, STAMPED PLANS FROM PALM BEACH   COUNTY HEALTH DEPT IS NOT REQUIRED AT THIS TIME UNDER   THIS PERMIT.       ** PREVIOUS REVIEW NOTE **   PLEASE PROVIDE COMPLETE PHOTO-METRICS FOR ALL COMMON   AREAS, GARAGE AREA, COMMON AREA CORRIDORS, STAIR TOWERS   ETC.   PLEASE SEE 2003 NFPA-101 7.8.1.3 AND 7.9.2.2 WHICH   REQUIRE A MIN OF 10FT CANDLES FOR STAIR TOWERS UNDER   NORMAL OPERATION AS WALK SURFACE AND A MIN OF 1FT   CANDLE AT WALK SURFACE UNDER EMERGENCY CONDITIONS.   PLEASE ALSO SEE OTHER WALK AREAS, GARAGE, CORRIDORS ETC   AND THE MIN OF 1FT CANDLE.   **PLEASE SEE PALM BEACH COUNTY SECURITY CODE ORDINANCE   WITH RESPECT TO MIN DESIGN OF PARKING LOT LIGHTING   LEVELS UNDER NORMAL CONDITIONS. (ONLY NOTED FOR DESIGN)   NOT REQUIRED. PLEASE SEE ANY REQUIREMENTS FROM INS   CARRIER WHICH REQUIRES A MIN LEVEL OF LIGHTING.   ** PLEASE SEE PHOTO-METRICS OR SITE PLAN WAS NOT   SUBMITTED FOR PROPOSED POOL AREA. THE POOL STRUCTURE IS   REQUIRED TO BE UNDER A SEPARATE PERMIT. PLEASE KNOW,   THE PHOTO-METRICS FOR POOL AREA WILL BE REQUIRED AND   WILL ALSO BE REQUIRED TO BE REVIEWED AND STAMPED BY THE   PALM BEACH COUNTY HEALTH DEPT FOR ANY PROPOSED   NIGHT-TIME SWIMMING.       7) NOTE: NO, PLEASE SEE EACH SET OF PLANS SHALL CONTAIN   A SITE LIGHTING PLAN SHOWING ALL CIRCUITING AND   CORRELATE WITH EACH OF THE HOUSE PANELS FOR EACH   BUILDING IN WHICH THEY ARE BEING CIRCUITED TO. PLEASE   SEE ALL SITE LIGHTING AS SHOWN IN THE SET OF PLANS FOR   BUILDING ONE. PLEASE SEE THE CIRCUITING AS SHOWN DOES   NOT CORRELATE WITH HOUSE PANEL FOR BUILDING THREE IN   ANY WAY. PLEASE SEE HOUSE PANEL FOR THESE CIRCUITS ARE   IN FACT BLANK AND SHOWS THE WORDING OF "SPACE". PLEASE   KNOW AT THIS TIME THERE ARE MANY ITEMS PERTAINING TO   SITE LIGHTING WHICH CAN NOT BE VERIFIED FOR VOLTAGE   DROP, CIRCUITS, OVER CURRENT PROTECTION, CONDUCTOR   SIZES ETC.   PLEASE SEE NO INFORMATION WAS SUBMITTED OR SHOWN FOR   WIND LOADS ON POLES.   240.4, 310.16, 408.4, FBC 104.2.1,104.21.2       ** PREVIOUS REVIEW NOTE **   PLEASE SEE NO "ELECTRICAL SITE-PLAN" WAS SUBMITTED FOR   ANY SITE LIGHTING, LANDSCAPE LIGHTING ETC.   PLEASE KNOW, IF NOT SUBMITTED UNDER THIS PERMIT AND   VALUES ADJUSTED ACCORDINGLY, SEPARATE PERMIT , PLANS   AND FEES WILL BE REQUIRED FOR ALL SITE LIGHTING,   LANDSCAPE LIGHTING WORK.   ** ALSO NOTE: IN THAT COMPLETE WIND LOADING   CALCULATIONS FOR LT POLES INCLUSIVE OF THE ATTACHMENT   OF LT FIXTURES WILL BE REQUIRED TO BE SUBMITTED WITH   PLANS AND PERMIT APPLICATION FOR REVIEW.       8) NOTE: NO, PLEASE SEE ONCE AGAIN NOT ALL ROOMS ARE   DONE AS REQUIRED. PLEASE SEE MAIN ELECTRICAL ROOM FOR   THIS BUILDING ALONE.       ** PREVIOUS REVIEW NOTE **   PLEASE INCLUDE AN EMERGENCY BATTERY BACK UP LT OF SOME   SORT IN ALL ELECTRICAL ROOMS, FIRE PUMP ROOM, AND   ELEVATOR MACHINE RMS. SOME ARE SHOWN, BUT NOT ALL.   7.8,7.9, 700.16 ETC       9) NOTE:NO, PLEASE SEE NOT ONLY ARE MANY CIRCUITS NOT   SHOWN ON PLANS NO CHANGES FOR THE REQUIRED DEDICATED   CIRCUITS HAVE BEEN MADE. PLEASE SEE PLANS AND CORRELATE   WITH THE HOUSE PANEL FOR THIS BUILDING.   PLEASE SEE 620.22,23,24 AND 620.51 ETC       ** PREVIOUS REVIEW NOTE **   PLEASE SEE 620.23, AND 620.24 FOR REQUIRED DEDICATED   BRANCH CIRCUITS FOR ELEVATOR PITS, AND ELEVATOR MACHINE   RMS/EQUIPMENT AREAS.   PLEASE ADJUST HOUSE PANELS AS NEEDED.       10) NOTE: NO, PLEASE SEE NO INFORMATION WAS LOCATED ON   RISER SHEETS. PLEASE SEE NO INFORMATION WAS SHOWN ON FP   FOR THE FIRE PUMP, SIZE, FUEL CONSUMPTION, TIME OF   OPERATION UNDER THE AMOUNT OF FUEL ETC. PLEASE SEE THE   SPECS/CUT SHEETS SUBMITTED CONTAIN MULTIPLE UNITS AND   NO REVIEW FOR CODE COMPLIANCE OF THE UNIT FOR EACH   BUILDING BASED ON THE NUMEROUS PUMPS SUBMITTED. PLEASE   ALSO SEE MISSING FIRE PUMP CONTROLLER SPECS. PLEASE   ALSO SEE MISSING THE RELEVANT CODES ON FP SHEETS.   PLEASE KNOW BASED ON THE PLANS SUBMITTED AND SPEC/CUT   SHEETS SUBMITTED, REVIEW FOR COMPLIANCE CAN NOT BE DONE   AT THIS TIME.       ** PREVIOUS REVIEW NOTE **   PLEASE SEE ELECTRICAL RISER SHOULD "NOTE" FIRE PUMP   AS DIESEL AS NOTED ON FP SHEETS.   PLEASE SUBMIT ALL MANUFACTURES SPEC/CUT SHEETS FOR FIRE   PUMP CONTROLLER AS REVIEW FOR CODE COMPLIANCE UNDER   2003 NFPA-20 IS REQUIRED.   PLEASE ALSO SUBMIT ALL MANUFACTURES SPECS/CUT SHEETS   FOR FUEL TANK.   PLEASE SEE NFPA-20 9.6.2.2 AS THE FUEL CAPACITY IS   REQUIRED TO BE SIZED BASE ON THE 100% RATED LOAD FOR A   MIN OF 8HRS, OR TIME SO DETERMINED BY THE FIRE   MARSHAL'S OFFICE DEPENDING ON OCCUPANCY.   FUEL SYSTEMS WILL BE UNDER OTHER TRADE REVIEW(S). (FIRE   AND MECH).       11) NOTE: NO, RESPONSE MENTIONS THIS WAS DONE, HOWEVER   PLEASE SEE UNIT PANEL SCHEDULES AND HOUSE PANEL   SCHEDULE DOES NOT CONTAIN AND CONDUCTOR SIZES. PLEASE   KNOW BASED ON COMMENTS ABOVE WITH RESPECT TO AREA   DESIGNATIONS, CIRCUITING MISSING ON PLANS, REVIEW OF   THIS CAN NOT BE DONE AT THIS TIME.408.4 , FBC 104.1.2   ADMINSECTION.       ** PREVIOUS REVIEW NOTE **   PLEASE INCLUDE ALL MINIMUM CONDUCTOR SIZES ON ALL   PANELS, UNITS AND HOUSE PANELS. REVIEW FOR THESE ITEMS   OF CODE COMPLIANCE CAN NOT BE DONE AT THIS TIME.   310.16, 240.4,215.5       12) NOTE:NO, AS CIRCUITING FOR THIS BUILDING IS NOT   COMPLETE AT THIS TIME, THE OVER CURRENT PROTECTIVE   DEVICES CAN NOT BE VERIFIED AT THIS TIME. THIS COMMENT   WAS MAINLY FOR THE OCP DEVICES WHICH WERE BEING SHOWN   ON BUILDING #1'S PLANS.       ** PREVIOUS REVIEW NOTE **   PLEASE SEE GARAGE/HOUSE LIGHTING BEING INDICATED ON 30A   AND 50A CIRCUITS.   PLEASE SEE CODE DOES LIMIT THE OCP FOR UNIT FIXTURES   FOR PROTECTION OF FIXTURES ON A BRANCH CIRCUIT. PLEASE   ADJUST CIRCUITING AS NEEDED.   PLEASE ALSO SEE A FIXTURE SCHEDULE CONTAINING WATTAGES,   VOLTAGES ETC WAS NOT SUBMITTED.   PLEASE VERIFY IF THESE UNIT FIXTURES ARE RATED TO HAVE   OCP AT ABOVE MENTIONED.   240.4, 310.16 ETC       13) NOTE: OK, HOWEVER SEE NOTES.       14) NOTE:NO/OK, PLEASE SEE PART OF THIS COMMENT SEEMS   TO HAVE BEEN ADDRESSED, HOWEVER PLEASE SEE NOTES ON   RISER AND RISER NOTES WHICH STILL DO NOT CORRELATE.   PLEASE SEE SEVERAL NOTE #1'S, YET ON RISER NOTES NOT   ALL OF THESE NOTE #1'S CAN POSSIBLY APPLY. PLEASE   ADJUST ALL NOTE SON RISER AND NOTES NOTED AS RISER   NOTES.       ** PREVIOUS REVIEW NOTE **   , PLEASE SEE PLEASE SEE MAX OCP TO BE SIZED FOR   PANELS/EQUIPMENT BEING FED BY SAID OCP.   PLEASE SEE MANY UNIT PANELS ARE SHOWN AS 100A MLO, WITH   125A OCP AS LISTED ON RISER ETC.   PLEASE ALSO SEE RISER NOTE #4 WHICH INDICATES 125A   2-POLE ETC, HOWEVER PLEASE SEE RISER AS THIS NOTE #4   COULD NOT BE LOCATED. (APPEARS TO BE MISPRINTED FOR   "NOTE#7" ON RISER) 240.4,408,310.16,215.5 ETC.       15) NOTE: N/A, NOT PART OF THESE PLANS FOR THIS   BUILDING. SEE NEW NOTES.       16) NOTE: N/A, NOT PART OF THESE PLANS FOR THIS   BUILDING. SEE NEW NOTES.       17) NOTE: N/A, NOT PART OF THESE PLANS FOR THIS   BUILDING. SEE NEW NOTES.       18) NOTE: NO/OK, SOME SHEETS SHOW NOTE, HOWEVER NOT ALL   FOR UNITS. CIRCUITING IS NOT YET COMPLETE TO REVIEW   THESE FOR CODE COMPLIANCE. PLEASE LABEL ALL CIRCUITS ON   PANEL SCHEDULE WHICH CONTAIN AFCI PROTECTION.       ** PREVIOUS REVIEW NOTE **   PLEASE SEE THESE SHEETS ALSO REFERENCE "ARC FAULT"   PROTECTION FROM THE 1999 NEC, WHICH ONLY REQUIRED   PROTECTION OF RECEPTS.   PLEASE SEE THE 2002 NEC WHICH REQUIRES PROTECTION FOR   ALL "OUTLETS" IN BEDRMS. THIS IS INCLUSIVE OF RECEPTS,   LTS, FANS, SMOKE DETECTORS ETC. PLEASE SEE NOTE ON UNIT   PLANS AND ADJUST.       19) NOTE:THIS IS UNCLEAR AT THIS TIME, AS PERMIT   APPLICATION FOR BUILDING #3 INDICATES 450 UNITS, YET   METER CALCULATIONS CONTAINS NOTE OF 40 METERS FOR EACH   METER CENTER. PLEASE CORRELATE PLANS, PERMIT   APPLICATIONS AND ADJUST PLANS AS NEEDED.       ** PREVIOUS REVIEW NOTE **   PLEASE CORRELATE LOADS, UNITS, PANELS, AND   BUILDING/METER LOAD CALCULATIONS:   A) PLEASE SEE PANEL SCHEDULE/LOAD CALCULATIONS FOR UNIT   "B-3" SHOWN ON   16.26, HOWEVER THIS UNIT TYPE OR LOADS COULD NOT BE   LOCATED ON BLDG LOAD CALCULATIONS ON 16.25?   B) PLEASE ALSO SEE THE SAME COMMENT ABOVE FOR UNIT   "C-2" WHICH IS ALSO SHOWN ON   16.26 BUT NOT IN CALCS ON 16.25??   ** PLEASE ADJUST ALL AS NEEDED.       20) NOTE: OK, HOWEVER STILL NOT ADDED TO RISER, ONLY   SHOWN IN GROUNDING DETAIL. PLEASE EXPLAIN RATIONAL OF   TWO GROUNDING ELECTRODE SYSTEMS SHOWN?       ** PREVIOUS REVIEW NOTE **   PLEASE INCLUDE THE REQUIRED FOOTER STEEL ON THE   GROUNDING ELECTRODE RISER DETAIL. PLEASE ALSO SHOW ON   RISER.   250.50.       21) NOTE: NO, PREVIOUS NOTE REQUESTED A NOTE/DETAIL   WHICH WOULD ACTUALLY PROVIDE A LITTLE MORE INFORMATION   FOR THIS REQUIREMENT. PLEASE EXPAND ON NOTE.       ** PREVIOUS REVIEW NOTE**   PLEASE PROVIDE A DETAIL/NOTE FOR ALL RACEWAY SEALS AS   REQUIRED PER   230.8       22) NOTE: N/A.       23) NOTE: N/A.       24) NOTE: N/A       25) NOTE: OK.       26) NOTE: OK.       27) NOTE: OK.       28) NOTE: NO, PLEASE SEE THE 2001 FBC 905.2 WHICH DOES   NOT MENTION THE EXCEPTION AS PERMITTED BY NFPA-72. THE   MORE RESTRICTIVE SHALL APPLY. PLEASE SEE NEW NOTES FOR   THESE DEVICES AND CIRCUITING.       ** PREVIOUS REVIEW NOTE **   SMOKE DETECTORS ARE REQUIRED INSIDE AND OUTSIDE ALL   SLEEPING ROOMS.   PLEASE SEE 2002 NFPA-72 11.5.3.1   PLEASE ADJUST NOTE FOR SD'S ON PLANS AS   SD'S ARE REQUIRED 3' FROM BATH/KITCHEN DOORS, 3' FROM   SUPPLY AIR DIFFUSERS, 5' FROM R/A GRILLES AND 20' FROM   KITCHEN COOKING APPLIANCES. W/ EXCEPTIONS FOR DISTANCES   FROM COOKING APPLIANCES. (PHOTO-ELECTRIC AND RESETTING   TYPE)   ** PLEASE SEE PREVIOUS NOTES WITH RESPECT TO ARC FAULT   PROTECTION OF SD'S AND CIRCUITING.       29) NOTE: N/A PER THIS BUILDING REVIEW.       30) NOTE: NO, AS CIRCUITING IS NOT YET COMPLETE FOR ALL   COMMON AREAS THIS CAN NOT BE VERIFIED.       ** PREVIOUS REVIEW NOTE**   PLEASE SEE 700.12E FOR CIRCUITING OF ALL EM/EXT LTS,   WHICH REQUIRES THE BRANCH CIRCUIT FEEDING THE UNIT   EQUIPMENT, SHALL BE THE SAME BRANCH CIRCUIT AS THAT   SERVING THE NORMAL LIGHTING IN THE AREA AND CONNECTED   AHEAD OF ANY LOCAL SWITCHES.   THIS IS NOTED ON SOME SHEETS, HOWEVER CIRCUITING FOR   THESE IS NOT SHOWN.   215.5       31) NOTE: OK.       32) NOTE:NO, PLEASE SE SOME UNITS ARE STILL MISSING   GFI RECEPTS TO SERVE KITCHEN COUNTER SPACE AS   REQUIRED.   UNIT(S) A 1, A-2 ETC. PLEASE GO THROUGH ALL.       **PREVIOUS REVIEW NOTE **   PLEASE SEE 210.52C1-C5 FOR REQUIRED GFI RECEPTS ALONG   KITCHEN COUNTER SPACE. PLEASE SEE SOME ARE SHOWN ON   WHAT APPEARS TO BE A WALL ON THE OTHER SIDE OF THE   COUNTER SPACE.   PLEASE SEE B-2, B-4ETC.   PLEASE SEE OTHER WHICH ARE REQUIRED TO BE WITHIN 2' OF   THE END OF THE COUNTER SPACE/FROM SINK EDGE ETC. PLEASE   SEE THESE AREAS REDLINED ON SHEETS.       33) NOTE:NO, PLEASE SEE RESPONSE MENTIONS THIS IS FOR   SECURITY AND IT IS NOT A PLUG-IN TYPE TRANSFORMER. IF   THIS IS NOT A PLU-IN TYPE, PLEASE INDICATE ON PLANS   WHAT TYPE IT IS AND/OR WILL BE. PLEASESUBMIT OR   RELOCATE THE RECEPTACLES LOCATED ABOVE CLOTHES CLOSET   SHELVING OR IN THE NEAR VICINITY AS PREVIOUSLY STATED   THIS AHJ HAS SEEN TOO MANY INSTANCE WHERE FIRES HAVE   STARTED BASED ON SOME TYPES OF THESE UNITS AND IN THE   INTEREST OF LIFE SAFETY AND PROPERTY DAMAGE, THESE WILL   NOT BE PERMITTED AS SHOWN IN SOME UNITS.       ** PREVIOUS REVIEW NOTE **   PLEASE SEE WHAT APPEARS TO BE A RECEPT LOCATED IN THE   CLOTHES CLOSET FOR PERHAPS A LV PLUG-IN TYPE   TRANSFORMER?   PLEASE KNOW, THE ONLY LOCATION A RECEPT IS PERMITTED IN   A CLOTHES CLOSET FOR THIS PURPOSE, MUST BE LOCATED   DIRECTLY ABOVE DOOR AWAY FROM COMBUSTIBLES.   MANY PLUG-IN TYPE TRANSFORMERS BECOME VERY HOT AND   HAVE MELTED OR CAUSED FIRES IN THIS JURISDICTION.   PLEASE KNOW, MANY ITEMS IN A CLOTHES CLOSET ARE AN   ACCELERANT.   THESE RECEPTS MAY BE MOVED TO UTILITY RM IF SO   DESIRED.   110.26, 240.24, 90.4 ETC       34) NOTE: OK.       35) NOTE: OK.       ** NEW NOTES FOR THIS REVIEW **       1) NOTE: PLEASE CORRELATE LAYOUT OF THE BUILDING FOR   ALL ROOMS AND AREAS. PLEASE SEE THE ELECTRICAL PLANS DO   NOT CORRELATE WITH THE ARCHITECTURAL SHEETS AND THE   FIRE SPRINKLER SHEETS ALSO HAVE SOME AREAS WHICH DO NOT   CORRELATE WITH EITHER. PLEASE SEE FOR INSTANCE THE FIRE   PUMP ROOM LAYOUT.       2) NOTE: PLEASE CORRELATE HOUSE PANEL DESIGNATION ON   PLANS WITH THE ACTUAL HOUSE PANEL DESIGNATION ON PANEL   SCHEDULE.   408.4.       3) NOTE: PLEASE SEE THE THRESHOLD INSPECTION PLANS   SUBMITTED ALL CONTAIN A RAISED SEAL OVER A PHOTO-COPIED   SIGNATURE FROM THE ENGINEER. PLEASE SEE FLORIDA   ADMINISTRATIVE CODE 61G15-23.002 AND FLORIDA STATUTES   471.025 AS AN ORIGINAL SIGNATURE IS REQUIRED. PLEASE   KNOW THESE MAY BE RETAINED BY THIS OFFICE FOR POSSIBLE   REVIEW FROM THEFLORIDA BOARD OF PROFESSIONAL   ENGINEERS. IF THERE ARE ANY QUESTIONS ON THIS PLEASE   CONTACTTHIS OFFICE ORTHE BOARD.   **THIS IS REQUIRED WHETHER OR NOT COMMENT IS MADE BY   ANY OTHER TRADE.       4) NOTE: PLEASE SEE NFPA-72 DEFINITIONS FOR SMOKE   DEVICES. IF THESE ARE INDEED (SD) FOR SMOKE DETECTORS   THEN THEY WOULD DETECT AND CAUSE AN ALARM TO HORN/SIREN   DEVICE OF SOME TYPE. PLEASE SEE PLANS CALL FOR THESE AS   120V UNITS, WHICH IF (SA) SMOKE ALARMS WHICH WOULD   DETECT AND SOUND, THEN THE DESIGNATIONS NEED TO BE   ADJUSTED ALONE WITH ALL NOTES WHICH CURRENTLY STATE   SMOKE DETECTORS. PLEASE KNOW THIS WAS NOT A COMMENT ON   THE PREVIOUS REVIEW, HOWEVER AS INFORMATION WAS GIVEN   FROM NFPA DIRECTLY, PLANS MUST CONTAIN THE CORRECT   DESIGNATIONS.       5) NOTE: PLEASE SEE THE BASE FA SYSTEM SHALL BE SHOWN   AND ALL HORN/STROBE DEVICES SHALL STATE THE MINIMUM   LEVELS AS REQUIRED PER FBC 11-4.28.1, .2, AND .3(4).   THIS WAS NOT PART OF THE ELECTRICAL REVIEWERS REVIEW   WHEN PLANS WERE SUBMITTED PREVIOUSLY HOWEVER THIS HAS   NOW BECOME PART OF THE ELECTRICAL REVIEWERS REVIEW.   PLEASE SHOW.       6) NOTE: PLEASE CLARIFY STAIRS SHOWN ON SOME UNITS.   PLEASE SEE MISSING WHAT WOULD BE EGRESS LIGHTING AND   CONTROLS IF INSIDE UNIT AND/OR OUTSIDE UNIT. PLEASE SEE   NEC 210.70, LS 101 7.8, (7.9 WHERE APPLICABLE).       7) NOTE: PLEASE SEE SEVERAL HOUSE CIRCUITS AS NOTED   ABOVE WITH RESPECT TO CORRELATION OF CIRCUITING SEEM TO   BE INDICATE ON THESE PLANS TO PANELS WHICH WOULD BE ON   OTHER BUILDINGS? PLEASE SEE MISSING TRASH COMPACTOR AS   ONE ITEM ALONE.   240.4, 310.16, 408.4, ETC       8) NOTE: PLEASE SEE NOTES ABOVE ON PREVIOUS REVIEW AND   SECOND REVIEW NOTES WITH RESPECT TO ROOM/AREA   DESIGNATIONS. PLEASE SEE 210.52B1, 210.11C1 AND 220.16   FOR DINING ROOMS, DINING AREAS, BREAKFAST AREAS,   KITCHEN AREAS AND THE LIKE. PLEASE SEE THAT SOME   RECEPTS ARE BEING SHOWN IN AREAS WHICH WOULD APPEAR TO   BE AREAS OF THE LIKE AS REFERENCED ABOVE, HOWEVER SOME   OF THESE RECEPTS ARE BEING SHOWN ON LIGHTING CIRCUITS   OF 15A'S ETC.   PLEASE ADJUST PLANS FOR PREVIOUS NOTE AND THIS NOTE.       9) NOTE: PLEASE SEE SHEET FOR ELECTRICAL FOR 3RD AND   4TH FLOORS WHICH ARE SHEETS LABELED AS AP P16.06 FOR   PLUMBING. PLEASE CORRECT FBC 104.2.1.2       10) NOTE: PLEASE PROVIDE NOTE ON FIRST FLOOR MAIN   ELECTRICAL ROOM PLANS WHICH WILL REQUIRE DOOR TO   CONTAIN PANIC HARDWARE.   110.26/90.4       11) NOTE: PLEASE SEE THE VOLTAGE DROP FOR 30A CU'S, AT   THIS TIME CAN NOT BE VERIFIED. PLEASE SEE SOME UNITS   INDICATE #10 ALREADY YET THESE WILL BE OVER 75FT AND   THERE IS NO NOTE FOR THESE UNITS TO UPGRADE TO #8 OR ?   PLEASE ADJUST AND PROVIDE ADDITIONAL INFORMATION. FBC   104.2.1.2, NEC 310.16, 240.4 ETC.       12) NOTE: PLEASE SEE NOTES ABOVE WHICH REQUESTS FOR THE   RISER NOTES TO CORRELATE WITH THE DESIGNATIONS ON   RISER. PLEASE SEE NOTE #1.   104.2.1.2 FBC ADMIN SECTION.       13) NOTE: PLEASE PROVIDE A DETAIL FOR THE ROOF TOP   DISCONNECT AS BEING NOTED AND HOW THIS WILL BE MOUNTED?   (NOT TO UNIT)   440.11. THIS CAN BE A TYPICAL DETAIL.       14) NOTE: PLEASE SEE ATTACHED COPY OF FLORIDA STATUTES   553.80(2)(B) WITH RESPECT TO REPEAT CODE COMPLIANCE   COMMENTS. THIS IS ONLY A NOTICE GIVEN AT THIS TIME.       15) NOTE: PLEASE SEE MISSING FIRST FLOORELECTRICAL   FOR UNITS WITH STAIRS. 210.70,210.52 ETC       *** PLEASE KNOW THAT THERE MAY BE NEW COMMENTS ON THE   NEXT REVIEW DUE TO INFORMATION NOT SUBMITTED OR   COORDINATION OF PLANS/INFORMATION SUBMITTED FOR REVIEW           ** PLEASE SEE ANY COMMENTS FROM OTHER REVIEWER(S) WHICH   MAY HAVE AN AFFECT ON ELECTRICAL PLANS.       ** PLEASE KNOW, A TYPE WRITTEN RESPONSE LETTER FROM   DESIGN PROFESSIONAL(S) FOR EACH COMMENT ON HOW/WHERE   CORRECTIONS ARE MADE OR IF COMMENTS ON REVIEW WILL HELP   IN EXPEDITING THE PLAN REVIEW PROCESS. THIS WAS DONE,   AND SHOULD BE DONE FOR THIS REVIEW AS WELL.       * ** IMPORTANT**   ONCE ALL REVIEWS ARE DONE AND PLANS ARE   PICKED UP FOR CORRECTIONS, PLEASE BE   SURE TO COMPLETELY REMOVE ALL OLD/VOIDED   SHEETS AND ONLY INSERT NEW REVISED   SHEETS INTO TWO COMPLETE SETS FOR REVIEW   AND STAMPING. DO NOT LEAVE ANY   OLD/VOIDED SHEETS IN SETS.   PLEASE KNOW ONLY ONE SET OF THE   OLD/VOIDED SHEETS SHOULD BE SUBMITTED   FOR REFERENCE.   THIS WILL HELP IN THE REVIEW PROCESS AND   AVOID ANY DELAYS.       ** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR   COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF   THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,   NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO   NOT HESITATE IN CONTACTING THIS OFFICE AND THIS   REVIEWER.       DEWEY PALMER   ELECTRICAL PLAN REVIEW   CONSTRUCTION SERVICES DEPT.   CITY OF WEST PALM BEACH   561-805-6717   [email protected] Review Stop E ELECTRICAL Rev No 1 Status F Date 2005-12-26 Cont ID   Sent By dpalmer Date 2005-12-26 Time 13:21 Rev Time 0.00 Received By dpalmer Date 2005-12-25 Time 17:53 Sent To   Notes 2005-12-26 00:00:00 ************ UNSAT ************       COURTNEY LAKES   N. CONGRESS.           1)NOTE: PLEASE SUBMIT COMPLETED PLANS   BOUND TOGETHER IN APPROPRIATE FASHION.   PLEASE SEE ALL SHEETS WERE SUBMITTED   LOOSELY AND NOT IN BOUND STES.       2)NOTE: PLEASE BE SURE ALL PLANS ARE   SIGNED, DATED AND SEALED BY ALL DESIGN PROFESSIONALS AS   REQUIRED UDNER FS   481.221 AND 471.025.   (PLEASE SEE A-SHEETS, ONLY SIGNED).       3)NOTE: PLEASE BE SURE TO CORRECT THE   CURRENT NEC/ NFPA-70 IN EFFECT.   PLEASE KNOW, AS OF JULY 1ST, 2003 THE   STATE OF FLORIDA ADOPTED THE 2002   NFPA-70 (NEC). PLANS REFERENCE 1999.   PLEASE SEE SOME ELECTRICAL COMMENTS   WHICH WILL AFFECT THIS.   PLEASE SEE NEXT COMMENT WITH RESPECT TO   PERMITS APPLIED FOR UNDER THE 2001 FBC   BEFORE OCT 1ST, 2005 AND PERMITS ON OCT   1ST, 2005.       4)NOTE: PLEASESEE THAT THREE SEPARATE   PERMIT APPLICATIONS WERE SUBMITTED AND   NOTED FOR BLDG'S 1,2 AND 3, HOWEVER   PLANS SHOWS BLDG TYPES 1.2&3 STRUCTUALLY   ONLY ONE BUILDING.   PLEASE SEE PERMIT APPLICATIONS ALL   REFLECT THIS ONE 450 UNIT BLDG.   PLEASE SEE THIS CONTRADICTS THE "PHASING   PLAN" SUBMITTED ON A1.04 AS THIS PHASING   PLAN INDICATES WORK ON BLDGS 4 AND 5   BEFORE COMPLETION OF BLDGS 1, 2 AND 3.   PLEASE SEE COMMENTS FROM BLDG, FIRE AND   OTHER REVIEWERS, ASCERTIFICATES OF   OCCUPANCY(CO'S) FOR THESE CAN NOT BE   GRANTED IN THIS ORDER AS THE FIRST   "STRUCTURED BLDG"(1,2&3) WOULD NOT BE   COMPLETE.   PLEASE ALSO SEE COMMENTS WITH RESPECT TO "TEMPORARY   CO'S" WHICH MAY ALLOW   OCCUPANCY OF SOME PARTS OF BLDGS,   HOWEVER THESE TCO'S ARE ONLY GOOD FOR 30   DAYS AND A MAX OF 3 TCO'S MAY ONLY BE   GRANTED BY THE BLDG OFFICAL.   PLEASE KNOW, IN ANY CASE, ALL LIFE   SAFTEY, FIRE PROTECTION SYSTEMS, FIRE   SPRINKLERS (FULLY CHARGED),ELECTRICAL   SYSTEMS ETC SHALL BE COMPLETE IN THE   BASE BLDG FOR BLDG TYPE 1, 2& 3 BEFORE A   TCO,/CO CAN BE GRANTED.   *************************************   ALSO NOTED THAT BLDG'S TYPE 4 AND 5   WHICH ARE SEPARATE STRUCTURES AND   INDEPENDANT OF EACH OTHER WERE NOT   SUBMITTED FOR PERMIT.   PLEASE SEE ALL PERMITS SUBMITTED AFTER   OCT. 1ST, 2005 SHALL FALL UNDER THE   2004 FBC, WITH ALL OTHER CODES ADOPTED   BY SAID CODE AND STATE OF FLORIDA.   ************************************   PLEASE SEE COMMENTS FROM OTHER   REVIEWER(S) WITH RESPECT TO THIS.   *************************************   PLEASE ALSO SEE NEXT COMMENT WITH   RESPECT TO THE MAINS, SERVICES, AND   METER RMS AS PROPOSED.   ** SEE ALL NOTES FROM ALL REVIEWERS   WHICH MAY ALSO AFFECT THIS SEQUENCE OF CONSTUCTION.       5)NOTE: PLEASE SEE METER RMS AS SHOWN   WOULD BE OK, HOWEVER STRUCTURE AS SHOWN   FOR BLDG TYPE 1,2 AND 3 (ONE BLDG) WOULD   REQUIRE MAINS TO BE GROUPED.   90.4,230.2,230.70,230.72,230.76,230.79   ETC.   BLDG'S LARGE ENOUGH TO CONTAIN MORE THAN   ONE SERVICE AT SEPARATE LOCATIONS SHALL   BE DIVIDED INTO SECTIONS AND SHALL HAVE   THOSE SECTIONS DIVIDED BY "FIRE WALLS".   PLEASE SEE FBC FOR DEFINITION OF "FIRE   WALLS".   PLEASE KNOW, STRUCTURE CONSTRUCTED AS   SHOWN IN PLANS, WOULD REQUIRE MAIN   DISCONNECTS GROUPED, WHICH WOULD THEN   IN-TURN FEED METER ROOMS.   OTHER DESIGN CHANGES IN THE "ONE BLDG"   MAY ALSO PERMIT INDIVIDUAL SERVICES.   PLEASE SEE BLDG TYPE #4 AND #5 ARE SHOWN   AS SEPARATE BLDGS WITH STAND ALONE   SERVICES AND ALL MAINS ARE GROUPED.   PLEASE KNOW THAT BLDGS 4 AND 5 WILL HAVE   REVIEWS DONE UNDER THOSE PERMIT   APPLICATIONS.   ** PLEASE SEE SOME OF THESE COMMENTS   WOULD ALSO APPLY.       6)NOTE: PLEASE COMPLETE ALL CIRCUITING   ON PLANS IN ORDER TO REVIEW CODE   COMPLIANCEFOR AREAS OF UNITS AND   COMMON AREAS.       7)NOTE: PLEASE PROVIDE ROOM AND AREA   DESIGNATIONS ON PLANS, INCLUSIVE OF ALL   UNITS AND COMMON AREAS.   REVIEW FOR SOME CODE COMPLIANCE ITEMS   CAN NOT BE DONE AT THIS TIME.       8)NOTE: PLEASE PROVIDE COMPLETE   PHOTOMETRICS FOR ALL COMMON AREAS,   GARAGE AREA,COMMON AREA CORRIDORS,   STAIR TOWERS ETC.   PLEASE SEE 2003 NFPA-101 7.8.1.3 AND   7.9.2 WHICH REQUIRES A MIN OF 10FT   CANDLES FOR STAIR TOWERS UNDER NORMAL   OPERATION AS WALK SURFACE AND A MIN OF   1FT CANDLE AT WALK SURFACE UNDER   EMERGENCY CONDTIONS. PLEASE ALSO SEE   OTHER WALK AREAS, GARAGE, CORRIDORS ETC   AND THE MIN OF 1FT CANDLE.   **PLEASE SEE PALM BEACH COUNTY SECURITY   CODE ORDIANCE WITH RESPECT TO MIN DESIGN   OF PARKING LOT LIGHTING LEVELS UNDER   NORMAL CONDITIONS. (ONLY NOTED FOR   DESIGN)NOT REQUIRED. PLEASE SEE ANY   REQUIREMENTS FROM INS CARRIER WHICH   REQUIE A MIN LEVEL OF LIGHTING.   ** PLEASE SEE PHOTOMETRICS OR SITE PLAN   WAS NOT SUBMITTED FOR PROPOSED POOL   AREA. THE POOL STRUCTURE IS REQUIRED TO   BE UNDER A SEPARATE PERMIT. PLEASE KNOW,   THE PHOTOMETRICS FOR POOL AREA WILL BE   REQUIRED AND WILL ALSO BE REQUIRED TO BE   REVIEWED AND STAMPED BY THE PALM BEACH   COUNTY HEALTH DEPT FOR ANY PROPOSED   NIGHT-TIME SWIMMING.       7)NOTE: PLEASE SEE NO "ELECTRICAL   SITE-PLAN" WAS SUBMITTED FOR ANY SITE   LIGHTING, LANDSCAPE LIGHTING ETC.   PLEASE KNOW, IF NOT SUBMITTED UNDER THIS   PERMIT AND VALUES ADJUSTED ACCORDINGLY,   SSEPARATE PERMIT , PLANS AND FEES WILL   BE REQUIRED FOR ALL SITE LIGHTING,   LANDSCAPE LIGHTING WORK.   ** ALSO NOTE: IN THAT COMPLETE WIND   LOADING CALCULATIONS FOR LT POLES   INCLUSIVE FO THE ATTACHMENT OF LT   FIXTURES WILL BE REQUIRED TO BE   SUBMITTED WITH PLANS AND PERMIT   APPLICATION FOR REVIEW.       8)NOTE: PLEASE INCLUDE AN EMERGENCY   BATTERY BACK UP LT OF SOME SORT IN ALL   ELECTRICAL ROOMS, FIRE PUMP ROOM,   ELEVATOR MACHINE RMS. SOME ARE SHOWN,   BUT NOT ALL.   7.8,7.9,700.16 ETC       9)NOTE: PLEASE SEE 620.23, AND 620.24   FOR REQUIRED DEDICATED BRANCH CIRCUITS   FOR ELEVATOR PITS, AND ELEVATOR MACHINE RMS/EQUIPMENT   AREAS.   PLEASE ADJUST HOUSE PANELS AS NEEDED.       10)NOTE: PLEASE SEE ELECTRICAL RISER   SHOULD "NOTE" FIRE PUMP AS DIESEL AS   NOTED ON FP SHEETS.   PLEASE SUBMIT ALL MANUAFCTURES SPEC/CUT   SHEETS FOR FIRE PUMP CONTROLLER AS   REVIEW FOR CODE COMPLIANCE UNDER 2002   NFPA-20 IS REQUIRED.   PLEASE ALSO SUBMIT ALL MANUFACTURES   SPECS/CUT SHEETS FOR FUEL TANK.   PLEASE SEE NFPA-20 9.6.2.2 AS THE FUEL   CAPACITY IS REQUIRED TO BE SIZED BASE ON   THE 100% RATED LOAD FOR A MIN OF 8HRS,   OT TIME SO DETERMIND BY THE FIRE   MARSHAL'S OFFICE DEPENDING ON OCCUPANCY.   FUEL SYSTEMS WILL BE UNDER OTHER TRADE   REVIEW(S). (FIRE AND MECH).       11)NOTE: PLEASE INCLUDE ALL MIN   CONDUCTOR SIZES ON ALL PANELS,UNITS AND   HOUSE PANELS. REVIEW FOR THESE ITEMS OF   CODE COMPLIANCE CAN NOT BE DONE AT THIS   TIME. 310.16,240.4,215.5       12)NOTE: PLEASE SEE GARAGE/HOUSE   LIGHTING BEING INDICATED ON 30A AND 50A   CIRCUITS.   PLEASE SEE CODE DOES LIMIT THE OCP FOR   UNIT FIXTURES FOR PROTECTION OF FIXTURES   ON A BRANCH CIRCUIT.   PLEASE ADJUST CIRCUITING AS NEEDED.   PLEASE ALSO SEE A FIXTURE SCHEDULE   CONTAINING WATTAGES, VOLTAGES ETC WAS   NOT SUBMITTED.   PLEASE VERIFY IF THESE UNIT FIXTURES ARE   RATED TO HAVE OCP AT ABOVE MENTIONED.   240.4, 310.16 ETC       13)NOTE: PLEASE CORRELATE ALL OCP   DEVICES FOR UNITS AND FEEDERS BEING   LISTED IN "RISER NOTES".   PLEASE SEE SOME FEEDERS SHOWN AS #4'S ON   125A BREAKER?   SEE 310.16,240.4   PLEASE SEE OCP FOR ALL UNITS IS LISTED   AS 125A'S.   SEE NEXT COMMENT.       14)NOTE: PLEASE SEE MAX OCP TO BE SIZED   FOR PANELS/EQUIPMNET BEING FED BY SAID   OCP.   PLEASE SEE MANY UNIT PANELS ARE SHOWN AS   100A MLO, WITH 125A OCP AS LISTED ON   RISER ETC.   PLEASE ALSO SEE RISER NOTE #4 WHICH   INDICATES 125A 2-POLE ETC, HOWEVER   PLEASE SEE RISER AS THIS NOTE #4 COULD   NOT BE LOCATED. (APPEARS TO BE   MISPRINTED FOR "NOTE#7" ON RISER)   240.4,408,310.16,215.5 ETC.       15)NOTE: PLEASE SEE 16.26 AND 16.27   WHICH CONTAIN THE SAME EXACT "HOUSE   PANELS" ?? H1, H1A , H2, AND H2A.   PLEASE SEE SHEET 16.27 MAY BE DELETED IF   PANELSCHEDULES FOR "CA" AND"CB" ARE   MOVED TO 16.26.       16)NOTE: PLEASE CORRELATE LOADS SHOWN   FOR H1A WITH LOAD SHOWN ON H1.   THIS DOES NOT MATCH.       17)NOTE: PLEASE CORRELATE LOADS ON PANEL   H2A WITH LOADS SHOWN ON H2>   THESE ALSO DO NOT MATCH.       18)NOTE: PLEASE SEE THESE SHEETS ALSO   REFERENCE "ARC FAULT" PROTECTION FROM   THE 1999 NEC, WHICH ONLY REQUIRED   PROTECTION OF RECEPTS.   PLEASE SEE 2002 NEC WHICH REQUIRES   PROTECTION FOR ALL "OUTLETS" IN BEDRMS.   THIS IS INCLUSIVE OF RECEPTS, LTS, FANS,   SMOKE DETECTORS ETC.   PLEASE SEE NOTE ON UNIT PLANS AND   ADJUST.       19)NOTE: PLEASE CORRELATE LOADS , UNITS,   PANELS, AND BUILDING/METER LOAD   CALCULATIONS:   A) PLEASE SEE PANEL SCHEDULE/LOAD   CALCULATIONS FOR UNIT "B-3" SHOWN ON   16.26, HOWEVER THIS UNIT TYPE OR LOADS   COULD NOT BE LOCATED ON BLDG LOAD   CALCULATIONS ON 16.25?   B)PLEASE ALSO SEE THE SAME COMMENT ABOVE   FOR UNIT "C-2" WHICH IS ALSO SHOWN ON   16.26 BUT NOT IN CALCS ON 16.25??   ** PLEASE ADJUST ALL AS NEEDED.       20)NOTE: PLEASE INCLUDE THE REQUIRED   FOOTER STEEL ON THE GROUNDING ELECTRODE   RISER DETAIL.   PLEASE ALSO SHOW ON RISER.   250.50.       21)NOTE: PLEASE PROVIDE A DETAIL/NOTE   FOR ALL RACEWAY SEALS AS REQUIRED PER   230.8       22)NOTE: PLEASE SEE RISER WHICH SHOWS A   POOL PANEL BEING FED FROM PANEL "CA",   HOWEVER PANEL "CA" , DOES NOT SHOW SUCH   PANEL.   215.5       23)NOTE: PLEASE PROVIDE "FUTURE" POOL   PANEL ON RISER AND PANEL SCHEDULE.   215.5       24)NOTE: PLEASE SEE RISER NOTE #12 WHICH   IS SHOWN FOR FEED FROM PANEL "CA" TO   PANEL "CB". THIS IS SHOWN AS 500MCM'S,   ALTHOUGH OCP ON CA IS ONLY SHOWN AS   200A'S? THIS IS PERMITTED, HOWEVER THE   200A DEVICE MAY NOT ACCEPT 500MCM'S.   215.5       25)NOTE: PLEASE SEE REDLINED ITEMS ON   PLANS FOR "EQUIPMENT GROUNDING   CONDUCTORS" BEING SHOWN BEFORE THE FIRST   MEANS OF DISCONNECT.   PLEASE SEE 250.6, 250.24.   PLEASE SEE HOUSE METER #2, SEE RISER   NOTE #12 AND #13 SHOWS AN "EQUIPMENT   GROUNDING" CONDUCTOR WHICH IS   PARALLELING THE NEUTRAL.       26)NOTE: PLEASE SEE MIN OCP FOR WATER   HEATERS TO BE SIZED AT 125%.424.13   PLEASE SEE UNITS CONTAINING 5KW WH @   208V'S WOULD INCREASE THIS BRKR TO A   2-P35A. PLEASE ALSO ADJUST ANY AWG PER 310.16,240.4       27)NOTE: PLEASE SEE UNIT LOAD   CALCULATIONS SHOWS THE LOADS FOR A/C'S   AFTER THE PERMITTED DERATING, HOWEVER   PLEASE SHOWLOADS FOR THESE BEFORE   DERATING.   PLEASE BE SURE TO CORRELATE WITH LOADS   FOR COOLING AND HEAT ON MECHANICAL PLAN.   215.5       28)NOTE: SMOKE DETECTORS ARE REQUIRED   INSIDE AND OUTSIDE ALL SLEEPING ROOMS.   PLEASE SEE 2002 NFPA-72 11.5.3.1   PLEASE ADJUST NOTE FOR SD'S ON PLANS AS   SD'S ARE REQUIRED 3' FROM BATH/KTICHEN   DOORS, 3' FROM SUPPLY AIR DIFFUSERS, 5'   FROM R/A GRILLES AND 20' FROM KITCHEN   COOKING APPLIANCES. W/ EXCEPTIONS FOR   DISTANCES FROM COOKING APPLIANCES.   (PHOTOELECTRIC AND RESETTING TYPE)   ** PLEASE SEE PRIVIOUS NOTES WITH   RESPECT TO ARC FAULT PROTECTION OF SD'S   AND CIRCUTING.       29)NOTE: PLEASE SEE ALL RECEPTS IN   CLUBHOUSE KITCHEN PER 210.8B3 WHICH   REQUIRES ALL 15- AND 20-AMPERE, 125-VOLT RECEPTACLES IN   NONDWELLING-TYPE KITCHENS   TO BE GFCI PROTECTED. THIS REQUIREMENT   APPLIES TO EACH AND EVERY 15- AND   20-AMPERE, 125-VOLT KITCHEN RECEPTACLE,   WHETHER OR NOT THE RECEPTACLE SERVES   COUNTERTOP APPLIANCES.       30)NOTE: PLEASE SEE 700.12E FOR   CIRCUITING OF ALL EM/EXT LTS, WHICH   REQUIRES THE BRANCH CIRCUIT FEEDING THE   UNIT EQUIPMENT SHALL BE THE SAME BRANCH   CIRCUIT AS THAT SERVING THE NORMAL   LIGHTING IN THE AREA AND CONNECTED AHEAD   OF ANY LOCAL SWITCHES.   THIS IS NOTED ON SOME SHEETS, HOWEVER   CIRCUITING FOR THESE IS NOT SHOWN.   215.5       31)NOTE: PLEASE CLARIFY THE "CT" AS   LABLED ALONG KITCHEN RECEPTS. THIS   ABBREVIATION COULD NOT BE LOCATED ON   SYMBOL LEGEND?       32)NOTE: PLEASE SEE 210.52C1-C5 FOR   REQUIRED GFI RECEPTS ALONG KTICHEN   COUNTERSPACE. PLEASE SEE SOME ARE SHOWN   ON WHAT APPEARS TO BE A WALL ON THE   OTHER SIDE OF THE COUNTERSPACE.   PLEASE SEE B-2, B-4ETC.   PLEASE SEE OTHER WHICH ARE REQUIRED TO   BE WITHIN 2' OF THE END OF THE   COUNTERSPACE/FROM SINK EDGE ETC.   PLEASE SEE THESE AREAS REDLINED ON   SHEETS.       33)NOTE: PLEASE SEE WHAT APPEARS TO BE A   RECEPT LOCATED IN THE CLOTHES CLOSET FOR   PERHAPS A LV PLUG-IN TYPE TRANSFORMER?   PLEASE KNOW, THE ONLY LOCATION A RECEPT   IS PERMITTED IN A CLOTHES CLOSET FOR   THIS PURPOSE, MUST BE LOCATED DIRECTLY   ABOVE DOOR AWAY FROM COMBUSTIBLES.   MANY PLUG-IN TYPE TRANSFORMERS BECOME   VERY HOT AND HAVE MELTED OR CAUSED FIRES   IN THIS JURISTICTION. PLEASE KNOW, MANY   ITEMS IN A CLOTHES CLOSET ARE AN   ACCELERANT.   THESE RECEPTS MAY BE MOVED TO UTILITY RM   IS SO DESIRED.   110.26, 240.24, 90.4 ETC       34)NOTE: PLEASE SEE RELDINED PLANS FOR   ANY RECEPTS WHICH MAY BE REQUIRED PER   210.52 (A-2). MOST ALL SPACING IS OK.       35)NOTE: PLEASE MAKE NOTE FOR ALL MIN   FAIR HOUSING ACT REQUIREMENTS FOR DEVICE   HEIGHTS.   24 CFR 100.205       ** PLEASE KNOW, SOME REVIEW OF CODE   COMPLIANT ITEMS MAY NOT BE DONE AT THIS   TIME DUE TO SOME INFORMATION NOT ON   PLANS.       ** PLEASE SEE ANY COMMENTS FROM OTHER   REVIEWER(S) WHICH MAY HAVE AN AFFETC ON   ELECTRICAL PLANS.       ** PLEASE KNOW, A TYPE WRITTEN RESPONSE   LETTER FROM DESIGN PROFESSIONL(S) FOR   EACH COMMENT ON HOW/WHERE CORRECTIONS   ARE MADE OR IF COMMENTS ON REVIEW WILL   HELP IN EXPEDITING THE PLAN REVIEW   PROCESS.       ** PLEASE KNOW THAT A MEETING TO GO OVER   FIRST COMMENTS FOR DESIGN/PHASING OF   BLDGWITH ALL REVIEWERS IS SUGGESTED   BEFORE PERHAPS SUBMITTING PLANS BACK FOR   REVIEW.   PLEASE KNOW, ALL REVIEWS AFTER THE 1ST   FREE "RE-SUB" IS SUBJECT TO A 10% RESUB   FEE.       PLEASE SUBMIT THE ABOVE INFORMATION FOR   REVIEW. IF THERE ARE ANY QUESTIONS,   PLEASE DO NOT HESITATE IN CONTACTING   THIS OFFICE.       DEWEY PALMER   ELECTRICAL PLAN REVIEW   561-805-6717   [email protected]     2005-12-25 00:00:00 ONE ROLL IN ELECTRIC FOR REVIEW. Review Stop ENG ENGINEERING CSD Rev No 2 Status F Date 2007-09-28 Cont ID   Sent By rchokshi Date 2007-09-28 Time 14:25 Rev Time 0.00 Received By rchokshi Date 2007-09-28 Time 14:25 Sent To   Notes 2007-09-28 14:25:24 ****FAILED*****       1. PLEASE PROVIDE A COPY OF NOTICE OF INTENT (NOI).   PLEASE APPLY AT FDEP, NPDES STORMWATER SECTION FOR   NOI.   YOU CAN GET NOI INFO FROM   WWW.DEP.STATE.FL.US/WATER/STORMWATER/NPDES/   NOTICE OF INTENT DEP FORM 62-621.300(4)(B),   EFFECTIVE MAY 1, 2003   2. PLEASE SHOW ON CIVIL DRAWING THE EXACT MAILING   ADDRESS, BUILDING NAME, OR NUMBER, YOU TALKING ABOUT 3   PERMITS, PLEASE IDENTIFY EACH BUILDING ON THE DRAWING.   3.PLEASE SHOW ON DRAWINGSDUMPSTER & ITS ENCLOSURE   DETAILS PER CITY OF WPB, &LOCATION ON DWG, LOCATION   MUST BE ACCESSIBLE FOR PICKUP TRUCK.   4.PLEASE SHOW FINISH FLOOR ELEVATION ON DRAWING .   PLEASE EXPLAIN IN DETERMINING FIRST FLOOR ELEVATION,   PLEASE SHOW IN YOUR CALCULATION THAT YOU CONSIDERED   CENTER LINE OF ROAD , FLOOD ZONE OF THIS SITE,& 5,10,   25, 100 YEAR FLOOD CRITERIATO DETERMINE THE FIRST   FLOOR ELEVATION, PLEASE SHOW ALL THESE IN YOUR STORM   WATER CALS.PLEASE ALSO SHOW ON DRAWINGS THE MAXIMUN   AND MINIMUM PARKING LOT ELEVATIONS.       5. PLEASE SHOW ON DRAWINGTHE SITE AREA, YOU ARE   DEVELOPING FOR THIS PROJECT . PLEASE ALSO SHOW TOTAL   PERVIOUS,& IMPERVIOUS AREA FOR THIS PROJECT,   LAKE,SIDEWALK, PARKING,BUILDING AREA ETC. MAKE SURE   THESE AREAS SHOWN ON DRAWINGS MUST MATCH WITH AND USED   IN STORM WATER QUALITY CALCULATIONS.   6. PLEASE SHOW ALL STORM WATER PIPES AROUND YOUR SITE   SO, WE CANSEE THE LAYOUT OF STORM WATER PIPES FROM   ALL OTHER STORM WATER PIPES. PLEASE SHOW DETAIL OF THE   CONTROL STRUCTURESWITH ELEVATIONS, NOTCHES, BLEEDING   ELEVATION, ETC ON DRAWINGS, CALCULATION FOR   EXFILTRATION TRENCHES, PLEASE SHOW DRY DETENTION/WET   DETENTION AREAS IN STORM WATER CALS.AFTER CONTROL   STRUCTURE WHERE STORM WATER GOES??   7. ALSO PLEASE SHOW ALL CATCH BASINS NEAREST,AROUND   YOUR SITE FOR STORM WATER DRAIN.   8. PLEASE RESUBMIT A COPY OF SFWMD PERMIT,, & GEO TECH   REPORT,STORM WATER CALS MUST BE APPROVED FROM 1000   45TH STREET ENGINEERING SERVICES.   9. WATER & SEWER PLANS MUST BE APPROVED FROM 45TH   STREET (MANNY G.), UTILITY DEPT BEFORE WE APPROVED.   10. PLEASE KEEP SEPARATE CIVIL DRAWINGS SO I CAN REVIEW   QUICK.       PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR   PERMITTING PROCESS       RASIK CHOKSHI805-6723 Review Stop ENG ENGINEERING CSD Rev No 1 Status F Date 2005-10-31 Cont ID   Sent By mamini Date 2005-10-31 Time 11:18 Rev Time 0.50 Received By mamini Date 2005-10-31 Time 11:18 Sent To   Notes 2005-10-31 00:00:00 FAILED:       1. PLEASE SUBMIT CIVIL PLANS FOR OUR   REVIEW AND APPROVAL.NOTE THAT CIVIL   PLANS FOR THIS WERE REVIEWED UNDER OLD   PERMIT APPLICATIONS # 04021308,04021305,   04021300 WHICH EXPIRED.COPY OF THE   REVIEW NOTES INCLUDED FOR YOUR USE.       IF ANY QUESTION PLEASE CONTACT 805-6723   MOHAMMAD R. AMINI Review Stop FIRE FIRE DEPARTMENT Rev No 3 Status F Date 2007-11-07 Cont ID   Sent By mwennerg Date 2007-11-07 Time 15:04 Rev Time 0.00 Received By mwennerg Date 2007-11-07 Time 15:04 Sent To   Notes 2007-11-07 15:04:55 ***PROVISO***       COMMENTS HAVE BEEN ADDRESSED FROM THE PREVIOUS REVIEW.   PLEASE SEE ADDITIONAL COMMENTS:       1) DESIGN CRITERIA REFERS TO NFPA 13 AND SHEET FP 13.02   REFERS TO NFPA 13R IN SHEET NOTES. PLEASE CORRELATE OR   EXPLAIN.       2) PLEASE SEE CORRECTION FROM PREVIOUS REVIEW COMMENTS.   MULTI-FAMILY RESIDENTIAL BUILDINGS TO COMPLY WITH   COMMERCIAL REQUIREMENTS FOR ADDRESSING. MINIMUM OF 6"   IN HEIGHT AND 1" IN WIDTH. SEPARATE UNIT CHARACTERS TO   COMPLY WITH 3" REQUIREMENT.       3) PLANS DON'T SEEM TO ILLUSTRATE ANY POST INDICATING   VALVE DETAIL. A NOTE DOES REFERENCE PIV TAMPER SWITCHES   ON SHEET FP 13.10. WHAT MEANS WILL BE PROVIDED WHERE   THE STATUS OF (1) BUILDING WON'T IMPACT OTHER   BUILDINGS? PLEASE PROVIDE DETAIL AND ILLUSTRATE ON FP   SITE PLAN.       4) PLEASE INDICATE IF ANY ELEVATORS WILL MEET   REQUIREMENTS FOR STRETCHER ACCESSIBILITY.           PLANS WILL BE STAMPED WHEN RETURNED AND ADDRESSED FOR   FIRE COMMENTS IN ADDITION TO OTHER REVIEW NOTES.           MIKE WENNERGREN, ASSISTANT FIRE MARSHAL   FIRE PLAN REVIEW   FIRE PREVENTION (561) 804-4756 Review Stop FIRE FIRE DEPARTMENT Rev No 2 Status F Date 2007-02-27 Cont ID   Sent By mwennerg Date 2007-02-27 Time 15:53 Rev Time 0.00 Received By mwennerg Date 2007-02-27 Time 15:53 Sent To   Notes 2007-02-27 15:53:51 ***DENIED***       IN ORDER TO HELP EXPEDITE THE PLAN REVIEW PROCESS,   PLEASE SEE THE FOLLOWING:       1) PLEASE REFER TO THE FIRST FIRE REVIEW COMMENTS. MANY   COMMENTS WERE ANSWERED OR ADDRESSED WITH COMMENT NOTED.   THIS DOES NOT DEMONSTRATE THAT COMPLIANCE WILL BE MET.   IT WOULD BE HELPFUL IF THE CHANGE OR ADDED NOTE IS   CLEARLY SHOWN ON DRAWINGS, AND THE CORRECT SHEET NUMBER   IS INDICATED. SOME RESPONSES WERE FOUND ON SHEETS THAT   WERE DIFFERENT FROM WHAT WAS INDICATED IN THE RESPONSE   LETTER. FOR EXAMPLE, COMMENT #1 INDICATES THAT   REFERENCE HAS BEEN ADDED TO FP13.17, BUT WAS ACTUALLY   FOUND ON A 1.02. PLEASE KNOW THAT IT IS UNDERSTOOD THAT   SOME COMMENTS MAY BE ACKNOWLEDGED, BUT SHOULD BE SHOWN   ON PLANS TO ELLIMINATE CONFUSION IN THE FUTURE DURING   THE INSPECTION PROCESS.           MIKE WENNERGREN, ASSISTANT FIRE MARSHAL   FIRE PLAN REVIEW(561) 805-6722   FIRE PREVENTION(561) 804-4756 Review Stop FIRE FIRE DEPARTMENT Rev No 1 Status F Date 2005-12-28 Cont ID   Sent By mwennerg Date 2005-12-28 Time 14:16 Rev Time 0.00 Received By mwennerg Date 2005-12-28 Time 14:16 Sent To   Notes 2005-12-28 00:00:00 ******DENIED******       1) NFPA 101 AND NFPA 1, 2003 EDITION   SHALL BE REFERENCED.       2) SEPARATE SHOP DRAWINGS AND PERMITS   ARE REQUIRED FOR FIRE SPRINKLER SYSTEM   WHICH SHALL BE UL CERTIFIED FOR CENTRAL   STATION SERVICE.       3) PLEASE NOTE THAT INTENDED SCOPE OF   WORK FOR THIS PROJECT IN RELATION TO THE   PERMIT APPLICATIONS IS CONFUSING.       4) WHENS PLANS ARE RESUBMITTED, PLEASE   ASSURE THAT ALL SHEETS ARE BOUND   TOGETHER AND ORGANIZED.       5) CONSTRUCTION, ALTERATION AND   DEMOLITION TO COMPLY WITH NFPA 241.       6) STAIRS ARE TO BE KEPT UP WITH   CONSTRUCTION.       7) TEMPORARY STANDPIPES ARE REQUIRED   WHEN THE BUILDING REACHES 3 STORIES OR   30' IN HEIGHT.       8) IN REGARDS TO PHASING, PLEASE BE   ADVISED THAT ALL LIFE SAFETY COMPONENTS   MUST BE INSPECTED, TESTED AND APPROVED   PRIOR TO OCCUPANCY OF BUILDINGS.       9) PARKING AREAS MUST BE IN COMPLIANCE   WITH APPLICABLE BUILDING CODES AND NFPA   88A. MINIMUM TWO HOUR SEPARATION TO   OTHER PARTS OF BUILDING IS REQUIRED.       10) WET FIRE HYDRANTS TO BE OPERATION   PRIOR TO, DURING AND AFTER CONSTRUCTION.       11) PLEASE NOTE THAT ALL LIFE SAFETY   EQUIPMENT, FIRE SPRINKLER AND FIRE ALARM   AND ALL OTHER BUILDING SERVICES SHALL BE   SEPARATE IF BUILDINGS MEET THE CRITERIA   FOR SEPARATE STRUCTURES.       12) ALL ACCESS ROADS SHALL BE AT LEAST   20' IN CLEAR , UNOBSTRUCTED WIDTH FOR   EMERGENCY VEHICLES, AND SHALL MEET ALL   OTHER REQUIREMENTS OF NFPA 1.       13) PLEASE INDICATE ALL LOCATION OF FIRE   HYDRANTS.       14) NFPA 13, 2002 EDITION SHALL BE   REFERENCED. SHT. A5.01.       15) LOCKING KNOX BOX CAPS ARE REQUIRED   ON FIRE DEPARTMENT CONNECTIONS.       16) IN ADDITION TO ELECTRONIC SWITCHES,   THE DOUBLE CHECK DETECTOR ASSEMBLIES   SHALL BE SECURED WITH A CHAIN AND LOCK.       17) AS NOTED ON SHT, A5.02, FIRE   EXTINGUISHERS SHALL BE MOUNTED AT   DISTANCES TO SATISFY THE 75' TRAVEL   DISTANCE REQUIREMENT.       18) ALL DOORS SHALL SWING IN THE   DIRECTION OF TRAVEL WHEN SERVING AREAS   WITH OCCUPANT LOADS OF GREATER THAN 50.       19) ELEVATORS TO COMPLY WITH ASME A17.1.       20) PENETRATIONS INTO , AND OPENINGS   THROUGH STAIRWELLS SHALL BE LIMITED TO   AND IN COMPLIANCE WITH NFPA 101, SECTION   7.1.3.2.1 (6).       21) PLEASE CLARIFY ALL EXIT DISCHARGING   FROM STAIRWELLS THAT LEAD DIRECTLY TO   THE OUTSIDE.       22) SOME ACHITECTUAL DRAWINGS SHOW   STAIRWELL DOORS, AND OTHERS DON'T.???       23) THIS PERMIT APPLICATION PROCESS   ILLUSTRATES 3 BUILDINGS AND OTHER   BUILDINGS, 4&5 ARE SHOWN ON PLANS.   PLEASE CLARIFY.       24) PLEASE ILLUSTRATE THE TOTAL OCCUPANT   LOAD FOR THE CLUBHOUSE.       25) IN ADDITION TO THE ALREADY NOTED   REQUIREMENTS FOR ADDRESSING, PLEASE NOTE   THAT THE HEIGHT OF THE ADDRESS SHALL BE   AT LEAST 3" IN HEIGHT FOR RESIDENTIAL   BUILDINGS.       26) PLEASE REFER TO DOOR SCHEDULE AND   VERIFY CORRECT AMOUNT OF FIRE RATED   DOORS. DOORS SERVINGS AREAS WITH   OCCUPANT LOADS GREATER THAN 100 SHALL   HAVE PANIC HARDWARE.       27) FIRE PROTECTION SITE PLAN DOESN'T   APPEAR COMPLETE ON SHT FP13.01.       28) FIRE DEPARTMENT VALVES SHALL BE 2   1/2" TO 1 1/2" REDUCER WITH CHAINS.       29) MORE INFORMATION AND MANUFACTURER   SPEC SHEETS REQUIRED FOR FIRE PUMP AND   ASSOCIATED EQUIPMENT.       30) FIRE PROTECTION SHEETS DON'T SHOW   ANY FIRE SPRINKLER SYSTEM. ???? FIRE   SPRINKLER DESIGN AND LAY OUT MUST BE   ILLUSTRATED.       31) IF A FIRE HYDRANT FLOW TEST HASN'T   BEEN DONE WITHIN ONE YEAR, ANOTHER TEST   WILL BE REQUIRED FOR FIRE SPRINKLER   CALC. PLEASE CONTACT THE BUREAU OF FIRE   PREVENTION AT (561) 805-4724.       32) PLEASE INDICATE ALL SMOKE DETECTOR   LOCATIONS IN ACCORDANCE WITH NFPA 101,   SECTION 30.3.4.5.       33) EXIT LIGHTS TO BE MOUNTED AT   DISTANCES NOT TO EXCEED 100'. IT APPEARS   THAT MORE EXIT SIGNS ARE NEEDED IN   CORRIDORS.       34) FIRE ALARM SHALL BE CLASS A, STYLE D   OR FULLY ADDRESSABLE.       35) ARE SMOKE DETECTORS TIED INTO THE   FIRE ALARM SYSTEM PLANNED FOR CORRIDORS?           MIKE WENNERGREN, CAPTAIN/WPBFR   FIRE PLAN REVIEW (561) 805-6722                 Review Stop I INCOMING/PROCESSING Rev No 6 Status N Date 2008-08-05 Cont ID   Sent By amckenzi Date 2008-08-05 Time 09:34 Rev Time 0.00 Received By amckenzi Date 2008-08-05 Time 09:34 Sent To   Notes 2008-08-05 09:35:45 TO EXTEND APPLICATION UNTIL 11/5/08 PER NKM/AMM Review Stop I INCOMING/PROCESSING Rev No 5 Status N Date 2007-08-14 Cont ID   Sent By adarroug Date 2007-08-14 Time 14:29 Rev Time 0.00 Received By adarroug Date 2007-08-14 Time 14:29 Sent To   Notes 2007-09-07 16:18:45 TO "COMM" BD#55/PLANS ON RACK--15 ROLLS 2007-08-14 14:29:20 WAITING FOR "COMM" BD Review Stop I INCOMING/PROCESSING Rev No 4 Status N Date 2006-11-29 Cont ID   Sent By spalmer Date 2006-11-29 Time 19:33 Rev Time 0.00 Received By spalmer Date 2006-11-29 Time 19:33 Sent To   Notes 2006-12-08 15:30:12 TO "COMM" BD#41--3 APPL. PLANS ON RACK--7 ROLLS 2006-11-29 19:33:34 WAITING FOR "COMM" BOARD Review Stop I INCOMING/PROCESSING Rev No 3 Status N Date 2006-09-11 Cont ID   Sent By adarroug Date 2006-09-11 Time 08:51 Rev Time 0.00 Received By adarroug Date 2006-09-11 Time 08:51 Sent To   Notes 2006-09-11 00:00:00 TO "COMM" BD#51/PLANS ON RACK-7 ROLLS   AND PAPERWORK Review Stop I INCOMING/PROCESSING Rev No 2 Status N Date 2006-08-31 Cont ID   Sent By adarroug Date 2006-08-31 Time 11:31 Rev Time 0.00 Received By adarroug Date 2006-08-31 Time 11:31 Sent To   Notes 2006-08-31 00:00:00 WAITING FOR "COMM" BD-ROLLS BY MIRELLE'S   CUBE Review Stop I INCOMING/PROCESSING Rev No 1 Status N Date   Cont ID   Sent By   Date 2006-03-03 Time   Rev Time 0.00 Received By adarroug Date 2005-10-12 Time 14:14 Sent To   Notes 2005-10-12 00:00:00 TO "COMM" BD#49/PLANS ON RACK 2005-10-03 00:00:00 WAITING FOR "COMM" BD Review Stop M MECHANICAL (A/C) Rev No 3 Status F Date 2007-10-30 Cont ID   Sent By rregueir Date 2007-10-30 Time 15:27 Rev Time 0.00 Received By rregueir Date 2007-10-30 Time 15:27 Sent To   Notes 2007-10-30 15:27:09 REVIEW #: 3   ACTION: DENIED       FBC 2001 CODES W/ 2003 REVISIONS   FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH       THE FOLLOWING COMMENTS ARE NUMBERED TO CORRRESPOND WITH   PREVIOUS REVIEW COMMENTS AS WELL AS DESIGNER'S   RESPONSES FOR THE PURPOSE OF CONTINUITY.       1. OK       2. RETURN AIR TRANSFERS AND JUMPERS ARE STILL NOT   DESIGNED TO MEET THE EXCEPTIONS AS LISTED UNDER FBC,M   601.4. EXAMPLE: UNIT B2 SHOWS AN 8 INCH ROUND (50   SQ.IN) R/A JUMPER FOR 7 INCH (38.5 SQ.IN) AND 4 INCH   (13 SQ.IN) ROUND SUPPLY DROPS IN MASTER BEDROOM. THE   R/A JUMPER MUST BE 1.5 TIMES THE SIZE OF THE SUPPLY   DROPS IN THE MASTER TO MEET EXCEPTION 1 UNDER FBC,M   601.4. THE 7IN PLUST THE 4IN DUCTS TOTAL 51.5 SQ. IN.   THE TRANSFER IS SMALLER THAN THE TWO SUPPLY DUCTS   RATHER THAN 1.5 TIMES LARGER. THE EXCEPTION HAS NOT   BEEN MET. IF THE DESIGNER CHOOSES NOT TO DESIGN TO MEET   THE EXCEPTIONS, A FIELD TEST WILL BE REQUIRED AT FINAL   INSPECTION TO DEMONSTRATE A MAX. PRESSURE DIFFERENTIAL   OF 0.01IN. W.C. ACROSS THE CLOSED BEDROOM DOORS AS   REQUIRED BY FBC,M 601.4.       3. OK       4. OK       5. M15.06: CONDENSATE TRAP DETAIL FOR NON-DUCTED RETURN   UNITS, THE SECONDARY DRAIN LINE FROM THE AUXILIARY   DRAIN PAN SHALL NOT BE CONNECTED TO THE PRIMARY   CONDENSATE RISER. A SEPARATE DRAIN LINE SHALL EXTEND   FROM THE PAN TO A CONSPICUOUS POINT AND SERVE AS AN   ALARM WHICH INDICATES THAT THE PRIMARY DRAIN IS   RESTRICTED.AS AN ALTERNATIVE TO A SEPARATE DRAIN   LINE, AN APPROVED WATER LEVEL DETECTOR OR FLOAT SWITCH   DEVICE SHALL BE USED TO CONTROL OVERFLOW BY   AUTOMATICALLY SHUTTING DOWN THE EQUIPMENT OR APPLIANCE   THAT PRODUCES THE CONDENSATE. THE FLOAT SWITCH ON THE   SECONDARY DRAIN OUTLET AT THE AHU MAY BE INSTALLED   (ALTHOUGH IT'S NOT NECESSARY) BUT IT CAN NOT REPLACE   THE SEPARATE SECONDARY DRAIN LINE OR THE FLOAT SWITCH   REQUIRED ON THE AUXILIARY DRAIN PAN. THE FLOAT SWITCH   ON THE SECONDARY DRAIN OUTLET AT THE AHU IS ACCEPTABLE   AS OVERFLOW PROTECTION ONLY ON THE DUCTED RETURN UNITS   WHERE AN AUXILIARY DRAIN PAN CAN NOT BE INSTALLED UNDER   THE AHU. FBC,M 307.2.3 AND 307.2.4       6 THROUGH 10: OK       IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:   RONALD J. REGUEIRO   561.805.6719   [email protected] Review Stop M MECHANICAL (A/C) Rev No 2 Status F Date 2006-12-21 Cont ID   Sent By pkrauss Date 2006-12-21 Time 12:54 Rev Time 0.00 Received By pkrauss Date 2006-12-21 Time 08:49 Sent To   Notes 2006-12-21 11:32:34 DENIED:BUILDING #3 / 2001 FBC       RESPONSE COMMENTS FROM REVIEW DATED 1-31-06:       COMMENT #1: OK       COMMENT #2: RESPONSE INDICATES NOTE FOR RETURN AIR   ON SHEETS M15.01 THROUGH M15.03.PLEASE NOTE, THE R/A   INDICATED ON THE PLAN IS CONSIDERED A TRANSFER UNDER   2001 FMC 601.4 EXCEPTION 2 NOT 1.PLEASE VERIFY GRILLE   SIZE INTO THE MASTER SUITE.ALL AIR INTO THE MATER   SUITE IS TO BE INCLUDED IN THE CALCULATION (I.E.,   BATHROOM, CLOSET, ETC.)PLEASE ALSO NOTE WALL CAVITIES   USED FOR TRANSPORTING R/A SHALL BE LINED WITH AN AIR   BARRIER & SEALED IN ACCORDANCE WITH 2001 FBC CHAPTER 13   SUB-CHAPTER 410.1.ABCD.3.7.       COMMENT #3:RESPONSE INDICATES AHU CLOSET DOOR IS   NON-COMBUSTIBLE BUT THE DOOR SCHEDULE ON SHEET A9.02   STILL INDICATES A WOOD DOOR.PLEASE CLARIFY.       COMMENT #4:RESPONSE STATES THE CLEARANCE AROUND THE   AHU EXCEEDS THE 4" REQUIREMENT UNDER 2001 FMC   603.1.3.4.THE DETAIL ON PLAN SHEET M15.09 DOES NOT   REFLECT OR ANNOTATE A 4" CLEARANCE.PLEASE ALSO NOTE,   THE CONDENSATE LINE SHALL BE OF NON-COMBUSTIBLE   MATERIAL (NO PVC IN AHU CLOSET).       COMMENT #5:RESPONSE REFERS TO "CONDENSATE TRAP   DETAIL" ON SHEET M15.09.PER 2001 FMC 307.2.3 &   307.2.4 AN AUXILIARY DRAIN PAN IS REQUIRED.PLEASE   CONTACT HAROLD MOSER, CHIEF MECHANICAL INSPECTOR WITH   REGARDS TO INSTALLATION OF FLOAT SWITCH IN THE   AUXILIARY DRAIN OUTLET (TRAP).HAROLD MOSER MAY BE   CONTACTED AT (561)805-6732.       COMMENT #6:OK       COMMENT #7:OK       COMMENT #8:OK       COMMENT #9:OK       COMMENT #10: OK       IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT PATTY KRAUSS   AT (561)805-6719 OR E-MAIL AT [email protected].     Review Stop M MECHANICAL (A/C) Rev No 1 Status F Date 2006-01-31 Cont ID   Sent By pkrauss Date 2006-01-31 Time 10:43 Rev Time 0.00 Received By pkrauss Date 2006-01-31 Time 10:43 Sent To   Notes 2006-01-31 00:00:00 DENIED:2001 FLORIDA BUILDING CODE       1.PLAN SHEET AP A6.01 THROUGH A701, IT   APPEARS THE COORIDORS HAVE OPENINGS AT   CERTAIN POINTS.PLEASE INDICATE TOTAL   SQUARE FOOTAGE AS REQUIRED FOR 'NATURAL   VENTILATION'.THE OUTSIDE AIR   CALCULATIONS INDICATED ON PLAN SHEET   M15.13 DO NOT SHOW TOTAL SQUARE FOOTAGE.       2.PLANS INDICATE RETURN AIR JUMPERS   FROM THE BEDROOM AREAS.PLEASE NOTE,   THE RETURN AIR JUMPERS ARE TO BE SIZED   IN ACCORDANCE WITH 2001 FMC 601.4   EXCEPTION 1 & 3.PLEASE REVISE RETURN   TO INCREASE TO THE REQUIRED MINIMUM.       3.PLANS INDICATE LOUVERED DOOR.THE   DOOR SCHEDULE INDICATES THIS AS BEING A   WOOD DOOR.THE AHU CLOSET IS CONSIDERED   A RETURN AIR PLENUM.THE DOOR MUST ALSO   MEET THE REQUIREMENT OF NON-COMBUSTIBLE   OR SHALL HAVE A FLAME SPREAD INDEX OF   NOT MORE THAN 25 AND A SMIKE DEVELOPED   INDEX OF NOT MORE THAN 50 WHEN TESTED IN   ACCORDANCE WITH ASTM E 84.PLEASE   PROVIDE DOCUMENTATION ON THE DOORS.       4.PLEASE NOTE, PER 2001 FMC 603.1.3 4"   CLEARANCE AROUND THE AIR HANDLER IS   REQUIRED.       5.PLAN SHEET M15.12 DETAILS FOR THE   AHUDOES NOT INDICATE AN AUXILIARY   DRAIN PAN WITH OVERFLOW PROTECTION AS   REQUIRED BY 2001 FMC 307.2.3.PLEASE   REVISE.       6.CONDENSING UNIT STANDS SHALL COMPLY   WITH 2001 FBC 1511.7 FOR HEIGHT   REQUIREMENT ABOVE FINISHED ROOF.       7.CONDENSING UNIT STANDS SHALL COMPLY   WITH 2001 FMC 301.13 & CHAPTER 15 OF THE   FBC FOR WIND PRESSURES.       8.PLEASE PROVIDE LINE SIZES FOR THE   REFRIGERANT LINES AS WELL AS THE   CONDENSATE.       9.PLEASE INDICATE TERMINATION OF THE   CONDENSATE.       10. PLEASE PROVIDE ENERGY AND MANUAL J   CALCULATIONS IN ACCORDANCE WITH 2001 FBC   CHAPTER 13.       IF YOU HAVE ANY QUESTIONS, PLEASE   CONTACT PATTY KRAUSS AT (561)805-6719 Review Stop P PLUMBING Rev No 3 Status F Date 2007-11-16 Cont ID   Sent By kstevens Date 2007-11-16 Time 08:10 Rev Time 0.00 Received By kstevens Date 2007-11-15 Time 19:04 Sent To   Notes 2007-11-16 09:16:46 DENIED   REFERENCE: FBC-2001 PLUMBING   FBC-2001 BUILDING   FBC-2001 CHAPTER 1   FBC-2001 CHAPTER 11   FHA-98 DESIGN MANUAL   FLORIDA ADMINISTRATIVE CODE   FLORIDA STATUTES       FROM PREVIOUS REVIEW. THE COMMENT NUMBER   SHALL STAY THE SAME AS THE FIRST REVIEW:       ******FROM PREVIOUS REVIEWS: 3RD REVIEW******       A. OK   B. OK   1. OK   2. OK       3. SHT AP/A5.12 SUBMIT CALCULATIONS FOR   PRIMARY AND SECONDARY ROOF DRAINS PER   SECTIONS 1106 & 1107 AND ALL   SUBSECTIONS. SHOW SF DRAINED FOR EACH   AREA ALONG WITH 1/2 AREA OF ALL VERTICAL   WALLS, INCLUDING PARAPETS, AND THE AREA   OF ANY ROOFS THAT DRAIN ONTO THE ROOF   AREAS FROM ABOVE. - SHOW THE LOCATION OF   ALL SECONDARY ROOF DRAINS OR SCUPPERS.   IF SCUPPERS ARE USED, SUBMIT A DETAIL   SHOWING HEIGHT, WIDTH, AND DISTANCE TO   FLOW LINE OFF THE ROOF. SECTION 1503.4.2 ****RESPONSE   NOTED, BUT SHEETS A5.05,   A5.13, A5.25 WERE NOT SUBMITTED, AND NO CALCULATIONS   WITH INFORMATION REQUESTED   HAS BEEN LOCATED.   ******RESONSE NOTED, BUT THE SECONDARY ROOF DRAINAGE   HAS NOT BEEN PROPERLY ADDRESSED. WHEN THE DOWNSPOUT HAS   A BLOCKAGE, AND WHILE IT IS TRUE THAT THE STORM WATER   CAN DRAIN OVER THE TOP OF THE COLLECTOR HEAD, THE   CONCERN IS THAT WHEN THE SCUPPER OPENING IS BLOCKED   THEN NEITHER THE PRIMARY NOR THE SECONDARY ROOF DRAIN   WILL BE ABLE TO WORK. SECTION 1107.2 SEPARATE SYSTEMS   ARE REQUIRED AND THE OVERFLOW SCUPPER SHALL BE SIZED   PER SECTION 1107.3.       4. SHTS AP/A5.61 & AP/A5.62 INDICATE   SPECIFICATION "A" OR "B" FOR EACH UNIT   OR BATHROOM AS REQUIRED IN FHA DESIGN   MANUAL PAGES 7.34 & 7.35. - LAVS SHALL   BE A MINIMUM OF 2' OFF THE WALL IN ORDER   TO BE CENTERED ON THE 48" LENGTH OF THE   CLEAR FLOOR SPACE. PLEASE INDICATE ON   PLANS. FHA DESIGN MANUAL PAGES 7.47 AND   7.48. - WATER CLOSET OPENING SHALL BE A   MINIMUM OF 33" WITH THE WATER CLOSET 18"   OFF ONE FIXTURE AND 15" OFF THE OTHER   FIXTURE TO THE CENTER OF THE W/C. FHA   DESIGN MANUAL PAGES 7.43, 7.44, & 7.45. ****RESPONSE   NOTED, BUT SPECIFICATION   "A" OR "B" HAS NOT BEEN INDICATED. ALSO   THE WATER CLOSET OPENING MEASUREMENTS   HAS NOT BEEN SHOWN ON THE FLOOR PLAN. ******RESPONSE   NOTED, BUT SPECIFICATION "A" OR "B" HAS NOT BEEN   INDICATED.       5. OK   6. OK   7. OK   8. OK N/A   9. OK   10. OK   11. OK   12. OK   13. OK       14. AN RPZV BACKFLOW IS REQUIRED ON THE   WATER SERVICE TO THE BUILDING. SECTION   608.13.2.   ****RESPONSE NOTED, BUT COMMENT NOT   ADDRESSED. EACH BUILDING IS REQUIRED TO   HAVE ITS OWN RPZV BACKFLOW. INDICATE ON   PLANS AT THE WATER SERVICE TO THE   BUILDING.   ******RESPONSE NOTED, BUT THERPZV BACKFLOW FOR THIS   BUILDING IS NOT INDICATED ON SHEET 10 OF THE CIVIL   PLANS.       15. SUBMIT A WATER LAYOUT FOR BUILDING   AND WATER RISER DIAGRAMS. SHOW ALL PIPE   SIZES, VALVES, WATER HAMMER ARRESTORS,   (INSTALLED IN AN "EFFECTIVE RANGE" NOT   IN THE CEILING). SECTIONS 104.3.1.1,   606.1, 606.2, 608.13.2 & PDI-WH 201.   ****RESPONSE NOTED, BUT THE WATER RISER   DIAGRAM SHALL BE SUBMITTED IN ISOMETRIC   FORM. WATER HAMMER ARRESTORS AND   REQUIRED VALVES CAN NOT BE SHOWN ON A   FLAT PIPING LAYOUT.   ******RESPONSE NOTED, BUT THIS IS UNIT ISOMETRIC RISER   DIAGRAMS ONLY. PLEASE SUBMIT THE WATER MAIN PIPING FROM   THE ENTRANCE OF THE BUILDING, ALL HORIZONTAL MAINS, ALL   RISERS THRU THE 5TH FLOOR. (ALL PIPING OTHER THAT UNIT   RISER DIAGRAMS IN ISOMETRIC RISER DIAGRAM FORM).       16. SUBMIT A BUILDING SANITARY DRAIN   ISOMETRIC RISER DIAGRAM SHOWING ALL PIPE   SIZES, TRAPS, OFFSETS, RISER LOCATIONS   WITH RISER NUMBERS, DFU'S AS THEY   ACCUMULATE IN THE SYSTEM ETC. SECTION   104.3.1.1.   ***COMMENT RESPONSE NOTED, BUT COMMENT   NOT ADDRESSED.   ******RESPONSE NOTED, BUT THE RISER DIAGRAM DOES NOT   REFLECT THE FLOOR PLAN WHERE THE LAST TWO BRANCH LINES   CONNECT TO THE BUILDING DRAIN, AT THE FLOOR DRAIN, AND   THE RISER PRIOR TO THE FLOOR DRAIN. ALSO THE FLOOR   DRAIN IS NOT VENTED AS PIPED ON THE FLOOR PLAN.--   SHOW CLEANOUTS REQUIRED BY SECTION 708.3.3 ON THE RISER   DIAGRAM AND THE FLOOR PLAN.--NO RISER DESIGNATION   NUMBERS WERE GIVEN FOR THE RISERS. THIS IS REQUIRED TO   TRACK THE RISERS FROM THE BUILDING DRAIN THRU THE 5TH   FLOOR.       17. SUBMIT A BUILDING STORM DRAIN   ISOMETRIC RISER DIAGRAM, SHOWING ALL   PIPE SIZES, RISER LOCATIONS WITH RISER   NUMBERS, AND SQUARE FEET AS IT   ACCUMULATES IN THE SYSTEM. SECTION   104.3.1.1.   ****RESPONSE NOTED, BUT NOT ADDRESSED. ******RESPONSE   NOTED, BUT THE STORM ISOMETRIC RISER DIAGRAM DOES NOT   REFLECT THE FLOOR PLAN. SOME PIPE SIZES ARE DIFFERENT,   CLEANOUTS, ETC.--P-TRAPS ARE NOT REQUIRED IN THE   STORM PIPING SYSTEM.--SHOW ALL CLEANOUTS REQUIRED   BY SECTION 1101.8.       18. OK       **************NEW COMMENTS**************       1B. ALL ARCHITECTURAL SHEETS. THE TITLE   BLOCK SHALL CONTAIN THE PRINTED NAME OF   THE PERSON SEALING THE DOCUMENT. FAC 61G1-16.004(6) &   FS F81.2055.   ******RESPONSE NOTED, BUT SHT GN/A1.04 IS STILL MISSING   THE PRINTED NAME.       2B. SHT AP P14.04 PIPING FOR THE   FIXTURES ON THE SECOND THRU 4TH FLOORS   SHALL BE SHOWN ON THE FLOOR PLAN WITH   THE FIXTURES, (SHT P14.05). SECTION   104.2.1.3.   ******RESPONSE NOTED, BUT MANY RISER NUMBERS ARE NOT   SHOWN AS WELL AS THE PIPING IN ABOUT 6 OR 7 UNITS IS   NOT SHOWN.       3B. OK       4B. SUBMIT A DETAIL FOR THE DOWNSPOUTS   AND THE COLLECTOR HEAD AT THE TOP.   INDICATE SIZE OF DOWNSPOUT, LENGTH,   WIDTH & HEIGHT OF COLLECTOR HEAD.   INDICATE ON ROOF PLAN SQUARE FOOTAGE   DRAINING INTO EACH DOWNSPOUT.   ******RESPONSE NOTED, BUT THE DETAIL DOES NOT SHOW   LENGHT, WIDTH OR HEIGHT. SUBMIT AN ELEVATION DETAIL   SHOWING THESE MEASUREMENTS AS WELL AS A CUT SECTION.   SECTION 1106.3.       5B. SECONDARY DRAINAGE AND SEPARATE   SYSTEMS ARE REQUIRED FOR THE ROOF   DRAINAGE PER SECTIONS 1107.1 & 1107.2.   PLEASE INDICATE THE LOCATION AND SIZE OF   THE SECONDARY ROOF DRAINAGE. SUBMIT A   DETAIL FOR THE SECONDARY ROOF DRAINS. ******RESPONSE   NOTED, BUT THE INTENT OF THE CODE SECTION HAS NOT BEEN   ADDRESSED. WHEN THE DOWNSPOUT HAS A BLOCKAGE, AND WHILE   IT IS TRUE THAT THE STORM WATER CAN DRAIN OVER THE TOP   OF THE COLLECTOR HEAD, THE CONCERN IS THAT WHEN THE   SCUPPER OPENING IS BLOCKED THEN NEITHER THE PRIMARY NOR   THE SECONDARY ROOF DRAIN WILL BE ABLE TO WORK. SECTION   1107.2 SEPARATE SYSTEMS ARE REQUIRED AND THE OVERFLOW   SCUPPER SHALL BE SIZED PER SECTION 1107.3. SHOW THE   LOCATION OF THE EMERGENCY OVERFLOW SCUPPERS.       6B. OK       ********NEW COMMENTS 3RD REVIEW********       1C. THE STRUCTURAL SHEETS ONE SET HAVE NOT BEEN SIGNED,   SEALED & DATED. FAC 61G15-23.002(1) & FS 471.025.       2C. SOME ARCHITECTURAL SHEETS IN ONE SET HAVE NOT BEEN   SIGNED, SEALED & DATED. FAC 61G1-16.003, FAC   61G1-16.004(5) & FS 481.2055.       3C. SHT AP/P14.01 AND OTHER PLUMBING SHEETS REVISION 1   HAS BEEN DELETED FROM THE TITLE BLOCK REVISION INDEX.   PLEASE SHOW THE COMPLETE HISTORY OF REVISIONS ON THE   REVISION INDEX FOR ACCURATE RECORD KEEPING. SECTION   104.2.1.3.       4C. SHT AP/P14.03 THE FLOOR DRAIN IN THE PUMP ROOM CAN   NOT DRAIN TO STORM. ARTICLE III SECTION 90-203 CITY WPB   MUNICIPAL CODE. CONNECT ALL FLOOR DRAINS TO THE   SANITARY SYSTEM.       5C. SHT AP/P14.08 STORM ISOMETRIC RISER DIAGRAM DOES   NOT REFLECT THE FLOOR PLAN. SOME PIPE SIZES ARE   DIFFERENT, CLEANOUTS, ETC.--P-TRAPS ARE NOT   REQUIRED IN THE STORM PIPING SYSTEM.--SHOW ALL   CLEANOUTS REQUIRED BY SECTION 1101.8.       6C. SHT AP/P14.10 WATER HEATER DETAIL. A FULL OPEN   VALVE IS REQUIRED ON THE SUPPLY LINE TO THE WATER   HEATER. SECTION 606.1(7). PLEASE SHOW ON DETAIL.--   SANITARY RISER #7 HAS 24 DFU'S, NOT 20 AS INDICATED.   TABLE 709.1. PLEASE CORRECT DFU'S.       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. REMOVE ALL VOID   SHEETS FROM ALL PLANS AND PLACE ONE SET OF THEM LOOSELY   ON TOP OF THE COLLATED PLANS TO BE REVIEWED. THANK YOU   FOR YOUR ANTICIPATED COOPERATION.       REVIEW BY KEN STEVENS   (561) 805-6721   FAX (561) 805-6713   E-MAIL [email protected]     Review Stop P PLUMBING Rev No 2 Status F Date 2006-10-11 Cont ID   Sent By kstevens Date 2006-10-11 Time 10:00 Rev Time 0.00 Received By kstevens Date 2006-10-11 Time 10:00 Sent To   Notes 2006-10-11 10:03:16 DENIED   REFERENCE: FBC-2001 PLUMBING   FBC-2001 BUILDING   FBC-2001 CHAPTER 1   FBC-2001 CHAPTER 11   FHA-98 DESIGN MANUAL   FLORIDA ADMINISTRATIVE CODE   FLORIDA STATUTES       FROM PREVIOUS REVIEW. THE COMMENT NUMBER   SHALL STAY THE SAME AS THE FIRST REVIEW:       A. OK   B. OK   1. OK   2. OK       3. SHT AP/A5.12 SUBMIT CALCULATIONS FOR   PRIMARY AND SECONDARY ROOF DRAINS PER   SECTIONS 1106 & 1107 AND ALL   SUBSECTIONS. SHOW SF DRAINED FOR EACH   AREA ALONG WITH 1/2 AREA OF ALL VERTICAL   WALLS, INCLUDING PARAPETS, AND THE AREA   OF ANY ROOFS THAT DRAIN ONTO THE ROOF   AREAS FROM ABOVE. - SHOW THE LOCATION OF   ALL SECONDARY ROOF DRAINS OR SCUPPERS.   IF SCUPPERS ARE USED, SUBMIT A DETAIL   SHOWING HEIGHT, WIDTH, AND DISTANCE TO   FLOW LINE OFF THE ROOF. SECTION 1503.4.2 ****RESPONSE   NOTED, BUT SHEETS A5.05,   A5.13, A5.25 WERE NOT SUBMITTED, AND NO CALCULATIONS   WITH INFORMATION REQUESTED   HAS BEEN LOCATED.       4. SHTS AP/A5.61 & AP/A5.62 INDICATE   SPECIFICATION "A" OR "B" FOR EACH UNIT   OR BATHROOM AS REQUIRED IN FHA DESIGN   MANUAL PAGES 7.34 & 7.35. - LAVS SHALL   BE A MINIMUM OF 2' OFF THE WALL IN ORDER   TO BE CENTERED ON THE 48" LENGTH OF THE   CLEAR FLOOR SPACE. PLEASE INDICATE ON   PLANS. FHA DESIGN MANUAL PAGES 7.47 AND   7.48. - WATER CLOSET OPENING SHALL BE A   MINIMUM OF 33" WITH THE WATER CLOSET 18"   OFF ONE FIXTURE AND 15" OFF THE OTHER   FIXTURE TO THE CENTER OF THE W/C. FHA   DESIGN MANUAL PAGES 7.43, 7.44, & 7.45. ****RESPONSE   NOTED, BUT SPECIFICATION   "A" OR "B" HAS NOT BEEN INDICATED. ALSO   THE WATER CLOSET OPENING MEASUREMENTS   HAS NOT BEEN SHOWN ON THE FLOOR PLAN.       5. SHT AP/A5.56 INDICATE MATERIAL FOR   GRAB BAR BLOCKING. SECTION 104.2.1.   ***RESPONSE NOTED, (SEE AP A5.56), BUT   SHT AP/A5.56 HAS NOT BEEN SUBMITTED.   PLEASE CLARIFY.       6. OK   7. OK       8. SUBMIT A DETAIL FOR THE COMMON USE   TOILET ROOMS SHOWING COMPLIANCE WITH   SECTIONS 11-4.16, 11-4.19, & 11-4.22 AND   ALL SUBSECTIONS.   ****RESPONSE NOTED, (SEE SHEET A5.70 AND   A5.71), BUT THOSE SHEETS HAVE NOT BEEN   SUBMITTED.       9. SHTS AP/P14.02 UNITS B3 & B4 MAXIMUM   4 FU ON A 2" WET VENT IN MASTER BATH.   TABLE 909.3.   ****RESPONSE NOTED, BUT NOT THE RISER   DIAGRAM DOES NOT REFLECT THE FLOOR PLAN   AS THE FLOOR PLAN SHOWS 3" AND THE RISER   DIAGRAM SHOWS 2-1/2" FOR THE WET VENT.   CORRELATE RISER AND FLOOR PLAN. SECTION   104.2.1.       10. OK       11. SHT AP/P14.26 OFFSETS IN THE SANT.   SHALL BE SHOWN ON EITHER BLDG. DRAIN   ISOMETRIC RISER DIAGRAM, OR SANT. RISER   DIAGRAMS. SECTION 104.2.1.   ****RESPONSE NOTED, BUT WHEN THE SANT.   RISER FROM UNDERGROUND IS ABOVE THE   CEILING OF THE FIRST FLOOR, THE RISER   SPLITS AND OFFSETS INTO OTHER RISERS.   (EXAMPLE RISER 2,3,6 COMES OUT OF THE   GROUND AND OFFSETS ABOVE THE CEILING AND   SPLITS INTO THREE SEPARATE RISERS.   BUILDING DRAIN ISOMETRIC RISER SHALL   REFLECT THIS PIPING. SECTION 104.3.1.1.       12. OK   13. OK       14. AN RPZV BACKFLOW IS REQUIRED ON THE   WATER SERVICE TO THE BUILDING. SECTION   608.13.2.   ****RESPONSE NOTED, BUT COMMENT NOT   ADDRESSED. EACH BUILDING IS REQUIRED TO   HAVE ITS OWN RPZV BACKFLOW. INDICATE ON   PLANS AT THE WATER SERVICE TO THE   BUILDING.       15. SUBMIT A WATER LAYOUT FOR BUILDING   AND WATER RISER DIAGRAMS. SHOW ALL PIPE   SIZES, VALVES, WATER HAMMER ARRESTORS,   (INSTALLED IN AN "EFFECTIVE RANGE" NOT   IN THE CEILING). SECTIONS 104.3.1.1,   606.1, 606.2, 608.13.2 & PDI-WH 201.   ****RESPONSE NOTED, BUT THE WATER RISER   DIAGRAM SHALL BE SUBMITTED IN ISOMETRIC   FORM. WATER HAMMER ARRESTORS AND   REQUIRED VALVES CAN NOT BE SHOWN ON A   FLAT PIPING LAYOUT.       16. SUBMIT A BUILDING SANITARY DRAIN   ISOMETRIC RISER DIAGRAM SHOWING ALL PIPE   SIZES, TRAPS, OFFSETS, RISER LOCATIONS   WITH RISER NUMBERS, DFU'S AS THEY   ACCUMULATE IN THE SYSTEM ETC. SECTION   104.3.1.1.   ***COMMENT RESPONSE NOTED, BUT COMMENT   NOT ADDRESSED.       17. SUBMIT A BUILDING STORM DRAIN   ISOMETRIC RISER DIAGRAM, SHOWING ALL   PIPE SIZES, RISER LOCATIONS WITH RISER   NUMBERS, AND SQUARE FEET AS IT   ACCUMULATES IN THE SYSTEM. SECTION   104.3.1.1.   ****RESPONSE NOTED, BUT NOT ADDRESSED.   SEE COMMENT RESPONSE TO COMMENT #10.       18. OK       **************NEW COMMENTS**************       1B. ALL ARCHITECTURAL SHEETS. THE TITLE   BLOCK SHALL CONTAIN THE PRINTED NAME OF   THE PERSON SEALING THE DOCUMENT. FAC 61G1-16.004(6) &   FS F81.2055.       2B. SHT AP P14.04 PIPING FOR THE   FIXTURES ON THE SECOND THRU 4TH FLOORS   SHALL BE SHOWN ON THE FLOOR PLAN WITH   THE FIXTURES, (SHT P14.05). SECTION   104.2.1.3.       3B. SHTS AP A5.60, AP A5.61, AP A5.62   REFER TO SHEET A5.58. THIS SHEET HAS NOT   BEEN SUBMITTED. PLEASE CLARIFY. SECTION   104.2.1.       4B. SUBMIT A DETAIL FOR THE DOWNSPOUTS   AND THE COLLECTOR HEAD AT THE TOP.   INDICATE SIZE OF DOWNSPOUT, LENGTH,   WIDTH & HEIGHT OF COLLECTOR HEAD.   INDICATE ON ROOF PLAN SQUARE FOOTAGE   DRAINING INTO EACH DOWNSPOUT.       5B. SECONDARY DRAINAGE AND SEPARATE   SYSTEMS ARE REQUIRED FOR THE ROOF   DRAINAGE PER SECTIONS 1107.1 & 1107.2.   PLEASE INDICATE THE LOCATION AND SIZE OF   THE SECONDARY ROOF DRAINAGE. SUBMIT A   DETAIL FOR THE SECONDARY ROOF DRAINS.       6B. SHT AP A5.32 ROOF PLAN SHOWS UNITS   AND FIXTURES. PLEASE CLARIFY. SECTION   104.2.1.       REVIEW BY KEN STEVENS   (561) 805-6721   FAX (561) 805-6713   E-MAIL [email protected] Review Stop P PLUMBING Rev No 1 Status F Date 2006-01-18 Cont ID   Sent By kstevens Date 2006-01-18 Time 10:32 Rev Time 0.00 Received By kstevens Date 2006-01-18 Time 10:32 Sent To   Notes 2006-01-18 00:00:00 DENIED   REFERENCE: FBC-2001 PLUMBING   FBC-2001 BUILDING   FBC-2001 CHAPTER 1   FBC-2001 CHAPTER 11   FHA-98 DESIGN MANUAL   FLORIDA ADMINISTRATIVE CODE   FLORIDA STATUTES       A. PLANS WERE SUBMITTED AS LOOSE SHEETS   AND AS SUCH IS NOT ACCEPTABLE. PLEASE   SUBMIT PLANS IN BOUND SETS. SECTION   104.2.1.3.   B. PERMITS INDICATE 3 SEPARATE   BUILDINGS, BUT PLANS INDICATE ONE   BUILDING. PLEASE CLARIFY. SECTION   104.2.1.   1. ALL ARCHITECTURAL SHEETS, (EXCEPT FOR   STRUCTURAL), ARE NOT SEALED AS REQUIRED   IN SECTION 104.2.2 & FAC 61G1-16.003   61G1-16.004(5) & FS 481.2055.   2. SHTS AP/A1.02 & AP/A1.03 SHOWN IN   DRAWING INDEX ON SHT AP/A1.01 HAVE NOT   BEEN SUBMITTED. SECTION 104.2.1.   3. SHTS AP/A5.24 & AP/A5.25 SUBMIT   CALCULATIONS FOR PRIMARY AND SECONDARY   ROOF DRAINS PER SECTIONS 1106 & 1107 AND   ALL SUBSECTIONS. SHOW SF DRAINED FOR   EACH AREA ALONG WITH 1/2 AREA OF ALL   VERTICAL WALLS, INCLUDING PARAPETS, AND   THE AREA OF ANY ROOFS THAT DRAIN ONTO   THE ROOF AREAS FROM ABOVE. - SHOW THE   LOCATION OF ALL SECONDARY ROOF DRAINS OR   SCUPPERS. IF SCUPPERS ARE USED, SUBMIT A   DETAIL SHOWING HEIGHT, WIDTH, AND   DISTANCE TO FLOW LINE OFF THE ROOF.   SECTION 1503.4.2   4. SHTS AP/A5.61 & AP/A5.62 INDICATE   SPECIFICATION "A" OR "B" FOR EACH UNIT   OR BATHROOM AS REQUIRED IN FHA DESIGN   MANUAL PAGES 7.34 & 7.35. - LAVS SHALL   BE A MINIMUM OF 2' OFF THE WALL IN ORDER   TO BE CENTERED ON THE 48" LENGTH OF THE   CLEAR FLOOR SPACE. PLEASE INDICATE ON   PLANS. FHA DESIGN MANUAL PAGES 7.47 AND   7.48. - WATER CLOSET OPENING SHALL BE A   MINIMUM OF 33" WITH THE WATER CLOSET 18"   OFF ONE FIXTURE AND 15" OFF THE OTHER   FIXTURE TO THE CENTER OF THE W/C. FHA   DESIGN MANUAL PAGES 7.43, 7.44, & 7.45.   5. SHT AP/A5.56 INDICATE MATERIAL FOR   GRAB BAR BLOCKING. SECTION 104.2.1.   6. SHTS AP/A5.50 THRU AP/A5.55 LAV SHALL   BE 34" TO TOP OF FIXTURE RIM, NOT 36" AS   SHOWN. FHA DESIGN MANUAL PAGE 7.52.   7. SHTS AP/A6.01 THRU AP/A6.04 INDICATE   THE BLDG. NUMBERS FOR EACH OF THE   BUILDING ELEVATIONS.   8. SUBMIT A DETAIL FOR THE COMMON USE   TOILET ROOMS SHOWING COMPLIANCE WITH   SECTIONS 11-4.16, 11-4.19, & 11-4.22 AND   ALL SUBSECTIONS.   9. SHTS AP/P14.02 UNITS B3 & B4 MAXIMUM   4 FU ON A 2" WET VENT IN MASTER BATH.   TABLE 909.3   10. SHT AP/P14.05 VENTS ARE REQUIRED FOR   THE FLOOR DRAINS. SECTION 901.2.1. -   CLEANOUTS ARE REQUIRED IN THE SANT.   BUILDING DRAIN AT ALL CHANGES OF   DIRECTION OVER 45 DEGREES. SECTION   708.3.3.   11. SHT AP/P14.26 OFFSETS IN THE SANT.   SHALL BE SHOWN ON EITHER BLDG. DRAIN   ISOMETRIC RISER DIAGRAM, OR SANT. RISER   DIAGRAMS. SECTION 104.2.1.   12. SHT AP/P14.27 SANT. RISER S/9,   PLEASE INDICATE FIXTURE TYPE FOR FIXTURE   L-3. THIS IS NOT SHOWN ON PLUMBING   FIXTURE SCHEDULE. SECTION 104.2.1.   13. SHT AP/P14.27 WATER HEATER PIPING   DETAIL, THERMAL EXPANSION CONTROL IS   REQUIRED PER SECTION 607.3.2. PLEASE   INDICATE METHOD. - DIELECTRIC UNIONS ARE   NOT APPROVED FOR WATER SUPPLY.   DIELECTRIC COUPLING TO BE USED.   14. AN RPZV BACKFLOW IS REQUIRED ON THE   WATER SERVICE TO THE BUILDING. SECTION   608.13.2.   15. SUBMIT A WATER LAYOUT FOR BUILDING   AND WATER RISER DIAGRAMS. SHOW ALL PIPE   SIZES, VALVES, WATER HAMMER ARRESTORS,   (INSTALLED IN AN "EFFECTIVE RANGE" NOT   IN THE CEILING). SECTIONS 104.3.1.1,   606.1, 606.2, 608.13.2 & PDI-WH 201.   16. SUBMIT A BUILDING SANITARY DRAIN   ISOMETRIC RISER DIAGRAM SHOWING ALL PIPE   SIZES, TRAPS, OFFSETS, RISER LOCATIONS   WITH RISER NUMBERS, DFU'S AS THEY   ACCUMULATE IN THE SYSTEM ETC. SECTION   104.3.1.1.   17. SUBMIT A BUILDING STORM DRAIN   ISOMETRIC RISER DIAGRAM, SHOWING ALL   PIPE SIZES, RISER LOCATIONS WITH RISER   NUMBERS, AND SQUARE FEET AS IT   ACCUMULATES IN THE SYSTEM. SECTION   104.3.1.1.   18. SUBMIT STORM RISER DIAGRAMS SHOWING   ALL PIPE SIZES, OFFSETS, AND SQUARE   FOOTAGE DRAINED FOR EACH RISER.       REVIEW BY KEN STEVENS   (561) 805-6721   FAX (561) 653-2692   E-MAIL [email protected]         Review Stop X PERMIT EXTENSION Rev No 1 Status N Date 2008-11-05 Cont ID   Sent By dfulcher Date 2008-11-05 Time 09:28 Rev Time 0.00 Received By dfulcher Date 2008-11-05 Time 09:27 Sent To   Notes 2008-11-05 09:28:26 EXTEND APP TO 2/3/09 PER RAB Review Stop Z ZONING Rev No 2 Status F Date 2006-12-26 Cont ID   Sent By lfranco Date 2006-12-22 Time 07:51 Rev Time 0.00 Received By lfranco Date 2006-12-22 Time 07:51 Sent To   Notes 2006-12-26 07:51:29 PLANNING AND ZONING**** FAILED ****           1.PROVIDE RESPONSES TO COMMENTS IN WRITING AND   INDICATE THE REVISIONS ON SITE PLAN.       2.A MINOR AMENDMENT TO THE COURTNEY LAKES PB 1402   PLANNED DEVELOPMENTIS REQUIRED TO REFLECT NUMBER OF   HANDICAP PARKING SPACES REQUIRED.AN APPLICATION WILL   NEED TO BE FILED TO THE PLANNING AND ZONING DEPARTMENT   AND APPROVED PRIOR TO SIGN-OFF OF BUILDING PERMIT.       3.PURSUANT TO SECTION 94-485(O)PAGE CD 94:273 OF THE   CODE, THE AMOUNT OF DISABLED PARKING SPACES PROPOSED   DOES NOT COMPLY.THERE ARE TWENTY (20) REQUIRED   PARKING SPACES THAT NEED TO BE PROVIDED.IN ADDITION,   THE LOCATION OF THE SPACES SHALL BE LOCATED SO THAT   USERS ARE NOT COMPELLED TO WALK OR OTHERWISE MOVE   BEHIND PARKED VEHICLES.WHY ARE THESE SPACES LOCATED   ACROSS DRIVE AISLES INSTEAD OF CLOSE PROXIMITY TO THE   BUILDING ACCESS? REVISE ACCORDINGLY.       SHOULD YOU HAVE ANY QUESTIONS, PLEASE CONTACT:       LINDA MIA FRANCO   SENIOR PLANNER   PLANNING AND ZONING DEPARTMENT   TEL: (561) 822-1435 Review Stop Z ZONING Rev No 1 Status F Date 2006-03-03 Cont ID   Sent By dpalmer Date 2006-03-03 Time 18:21 Rev Time   Received By dpalmer Date   Time   Sent To   Notes 2006-03-03 00:00:00 REVIEW DONE UNDER 05091684 Account Summary | Usage Policy | Privacy Policy Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved