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 07020735 Review Stop B BUILDING (STRUCTURAL) Rev No 2 Status F Date 2007-08-26 Cont ID   Sent By jwitmer Date 2007-08-26 Time 08:56 Rev Time 25.00 Received By jwitmer Date 2007-08-26 Time 08:56 Sent To FIRE Notes 2007-08-26 10:45:35 302 DATURA 2ND REVIEW,   9 STORY R-2,MERCANTILE& S-2       BUILDING PLAN REVIEW   PERMIT: 07020735   ADDRESS: 302 DATURA ST   CONT: PEGASUS CONSTRUCTION   TEL: (954)946-4227       FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2006 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       1STREVIEW   ACTION: DENIED       1)--- VERY IMPORTANT STATEMENT ---   PLEASE DO NOT IGNORE!   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.   2) 2ND REQUEST, (3) ORIGINAL SIGNED AND SEALED SOILS   REPORTS WILL BE REQUIRED ONLY (2) SUBMITTED. FBC   1802.2.1 QUESTIONABLE SOILS,   WHERE THE SAFE-SUSTAINING POWER OF THE SOIL IS IN   DOUBT, OR WHERE A LOAD-BEARING VALUE SUPERIOR TO THAT   SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING   OFFICIAL SHALL REQUIRE THAT THE NECESSARY INVESTIGATION   BE MADE. SUCH INVESTIGATION SHALL COMPLY WITH THE   PROVISIONS OF SECTIONS 1802.4 THROUGH 1802.6 . REPORTS   HAVE COPIED SIGNATURES, NOT ORIGINALS.       3) NOTE,FL S S 713.13NOTICE OF COMMENCEMENT, TO BE   FILED WITH THE CLERK OF THE COURT. NOTE: 713.13(2) IF   THE WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS   NOT ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE   RECORDING THEREOF, SUCH NOTICE IS NULL & VOID. NOTE:   713.13(6)THE POSTING OF THE NOTICE OF COMMENCEMENT AT   THE CONSTRUCTION SITE BEFORE THE FIRST INSPECTION.       4)2ND REQUEST,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.       5-6 COMPLIED.       7) BUILDING PROVISO:109.3.10*IMPACT OF   CONSTRUCTION. ALL CONSTRUCTION ACTIVITY REGULATED BY   THIS CODE SHALL BE PREFORMED IN A MANNERSO AS NOT TO   ADVERSELY IMPACT THE CONDITION OF ADJACENT PROPERTY,   UNLESS SUCH ACTIVITY IS PERMITTED TO AFFECT SAID   PROPERTY PURSUANT TO CONSENT BY THE APPLICABLE PROPERTY   OWNER, UNDER TERMS & CONDITIONS AGREEABLE TO THE   APPLICABLE PROPERTY OWNER. THIS INCLUDES BUT IS NOT   LIMITED TO THE CONTROL OF DUST, NOISE, WATER OR   DRAINAGE RUN-OFF, DEBRIS, AND THE STORAGE OF   CONSTRUCTION MATERIALS. NEW CONSTRUCTION ACTIVITY SHALL   NOT ADVERSELY IMPACT HISTORIC SURFACE WATER DRAINAGE   FLOWS SERVING ADJACENT PROPERTIES, & MAY REQUIRE   SPECIAL DRAINAGE DESIGN COMPLYING WITH ENGINEERING   STANDARDS TO PRESERVE THE POSITIVE PATTERNS OF THE   AFFECTED SITES. ACCORDINGLY, DEVELOPERS,CONTRACTORS,   AND OWNERS OF ALL NEW RESIDENTIAL DEVELOPMENT,   INCLUDING ADDITIONS, POOLS, PATIOS, DRIVEWAYS, DECKS,   OR SIMILAR ITEMS, ON EXISTING PROPERTIES RESULTING IN A   DECREASE IN EXCESS OF 800SQ FT OF PERMEABLE LAND AREA   ON ANY PARCEL SHALL AS A PERMIT CONDITION, PROVIDE A   PROFESSIONALLY PREPARED DRAINAGE PLAN CLEARLY   INDICATING COMPLIANCE WITH THIS PARAGRAPH. UPON   COMPLETION OF THE IMPROVEMENT, A CERTIFICATE FROM A   LICENSED ENGINEER SHALL BE SUBMITTED TO THE INSPECTOR   IN ORDER TO RECEIVE APPROVAL OF THE FINAL INSPECTION.           8) BUILDING PROVISO: 109.3.10.1 HURRICANE PROTECTION.   IT SHALL BE UNLAWFUL FOR ANY PERSON TO ALLOW   CONSTRUCTION RELATED MATERIALS EQUIPMENT AND DEBRIS TO   REMAIN LOOSE OR OTHERWISE UNSECURED AT A CONSTRUCTION   SITE FROM 24 HRS. AFTER A HURRICANE WATCH HAS BEEN   ISSUED UNTIL THE HURRICANE WATCH OR WARNING HAS BEEN   LIFTED. ALL SUCH CONSTRUCTION MATERIALS,   EQUIPMENT AND DEBRIS SHALL BE EITHER REMOVED FROM THE   CONSTRUCTION SITE OR SECURED IN SUCH A MANNER AS TO   MINIMIZE THE DANGER OF SUCH CONSTRUCTION MATERIALS,   EQUIPMENT AND DEBRIS CAUSING DAMAGE TO PERSONS OR   PROPERTY FROM HIGH WINDS. ANY PERSONS WHO FAIL TO   COMPLY TO REMOVE OR SECURE THE CONSTRUCTION MATERIALS   EQUIPMENT AND DEBRIS WITHIN   24 HRS AFTER A HURRICANE WATCH HAS BEEN ISSUED SHALL BE   SUBJECT TO A FINE NOT TO EXCEED $500.00. IN ADDITION   TO THE ABOVE, A LICENSED CONTRACTOR WHO VIOLATES THIS   SECTION SHALL BE SUBJECT TO DISCIPLINE PURSUANT TO   SECTION 113 OF THIS CHAPTER.       9) THE ARCHITECTURAL COVERSHEET UNDER THE PROJECT DATA   SUMMARY:       9A)2ND REQUEST, LIFE SAFETY SHEET STILL INDICATES THE   2004 WITHOUT UPDATES, PLANS ARE DESIGNED UNDER THE 2004   FBC, PLANS SUBMITTED TO THE CITY AFTER DEC. 8, 2006 ARE   TO BE DESIGNED TO THE 2006 FBC.       9B) 2ND REQUEST, THE ARCHITECTURAL COVER SHEET BUILDING   AREA CALCULATIONS STILL LIST MEZZANINE IN BODY OF TEXT.   THEPLANS ALSO INDICATE THIS IS TO BE A 8 STORY   BUILDING. THE SO CALLED MEZZANINE LEVEL DOES NOT MEET   THE DEFINITION OF A MEZZANINE THIS IS THE SECOND STORY,   CREATING A NINE STORY BUILDING. SEE 502 DEFINITION OF   MEZZANINE.       9C) COMPLIED.       10) COMPLIED.       11) THE LIFE SAFETY SHEET LS.1 DOES NOT CORRELATE WITH   A2.31 ON THE SOUTH AND EAST GARAGE WALLS. SEE A2.31.       12-13) COMPLIED.       14)2ND REQUEST,A2.01INDICATES THE USE OF CAR   LIFTS. PLEASE PROVIDE MANUFACTURERS SPECS ON THESE   UNITS, ADDITIONAL COMMENTS MAY APPEAR ON LATTER REVIEWS   WITH ADDITIONAL INFORMATION. NOT FOUND WITH THE PRODUCT   APPROVALS. 106.1.2 ADDITIONAL INFORMATION REQUIRED.   11-4.3.8 CHANGES IN LEVEL.   CHANGES IN LEVELS ALONG AN ACCESSIBLE ROUTE SHALL   COMPLY WITH SECTION 11-4.5.2 . IF AN ACCESSIBLE ROUTE   HAS CHANGES IN LEVEL GREATER THAN ? INCH (13 MM), THEN   A CURB RAMP, RAMP, ELEVATOR, OR PLATFORM LIFT (AS   PERMITTED IN SECTION 11-4.1.3 AND 11-4.1.6 ) SHALL BE   PROVIDED THAT COMPLIES WITH SECTION 11-4.7 , 11-4.8 ,   11-4.10 , OR 11-4.11 , RESPECTIVELY. AN ACCESSIBLE   ROUTE DOES NOT INCLUDE STAIRS, STEPS, OR ESCALATORS.   SEE DEFINITION OF "EGRESS, MEANS OF" IN SECTION 11-3.5   [SEE FIGURE 7 (C) AND FIGURE 7 (D)].       15) 2ND REQUEST, THIS COMMENT IS COMMON TO MANY SHEETS,   THE PLANS FAIL TO IDENTIFY VARIOUS COMMON DOORS THROUGH   OUT THE PROJECT, PLEASE LABEL DOORS TO IDENTIFY FOR   REQUIRED DOOR RATINGS. 106.1.2.* ADDITIONAL INFORMATION   REQUIRED, TABLE 715.3 ETC.       15A) SHEET A2.30 THE STOREFRONT DOORS ARE NOT LABELED   ON THE DOOR SCHEDULE FOUND ON   A2.80- A2.80- A2.83.       16) 2ND REVIEW, THIS IS A REQUIRED STAIRWAY WHEN AN   OCCUPANT LOAD OF 93, A2.01 STAIRWAY# 3 IS INDICATED AS   PART OF THE POOL DECK MEANS OF EGRESS PLEASE SEE: LS .   3 THIS SHEET ALSO INDICATES THIS TO BE THE SECOND MEANS   OF EGRESS FROM THE POOL DECK.   1022.5 LOCATION.EXTERIOR EXIT RAMPS AND STAIRWAYS   SHALL BE LOCATED IN ACCORDANCE WITH SECTION 1023.3 .   1023.3 EXIT DISCHARGE LOCATION.EXTERIOR BALCONIES,   STAIRWAYS AND RAMPS SHALL BE LOCATED AT LEAST 10 FEET   (3048 MM) FROM ADJACENT LOT LINES AND FROM OTHER   BUILDINGS ON THE SAME LOT UNLESS THE ADJACENT BUILDING   EXTERIOR WALLS AND OPENINGS ARE PROTECTED IN ACCORDANCE   WITH SECTION 704 BASED ON FIRE SEPARATION DISTANCE.       THE PURPOSE OF THIS SECTION IS TO PROTECT THE USERS OF   EXTERIOR STAIRWAYS FROM FIRE IN AN ADJACENT BUILDING BY   REQUIRING SPECIFIC SEPARATION DISTANCE FROM THAT   ADJACENT BUILDING. THE REASON FOR THE REQUIRED DISTANCE   TO A LOT LINE IS TO PROVIDE FOR A FUTURE BUILDING THAT   COULD BE BUILT ON THE ADJACENT LOT.TAKEN FROM THE   2004 FBC BUILDING CODE COMMENTARY.       1004.8 OUTDOOR AREAS.   YARDS, PATIOS, COURTS AND SIMILAR OUTDOOR AREAS   ACCESSIBLE TO AND USABLE BY THE BUILDING OCCUPANTS   SHALL BE PROVIDED WITH MEANS OF EGRESS AS REQUIRED BY   THIS CHAPTER. THE OCCUPANT LOAD OF SUCH OUTDOOR AREAS   SHALL BE ASSIGNED BY THE BUILDING OFFICIAL IN   ACCORDANCE WITH THE ANTICIPATED USE. WHERE OUTDOOR   AREAS ARE TO BE USED BY PERSONS IN ADDITION TO THE   OCCUPANTS OF THE BUILDING, AND THE PATH OF EGRESS   TRAVEL FROM THE OUTDOOR AREAS PASSES THROUGH THE   BUILDING, MEANS OF EGRESS REQUIREMENTS FOR THE BUILDING   SHALL BE BASED ON THE SUM OF THE OCCUPANT LOADS OF THE   BUILDING PLUS THE OUTDOOR AREAS.           17) A2.01 THE NEW RAMP THAT IS LOCATED NEXT TO PARKING   SPACE# 22 DOESN?T INDICATE THE LOWER LANDING AT THE   GARAGE FLOOR. PLEASE INDICATE THE LOWER LANDING ON THE   PLANS IT APPEARS THAT IT WILL STICK OUT INTO THE   VEHICLE TRAFFIC LANE. 11-4.8.4.(2) LANDINGS. ALL   LANDINGS   ON RAMPS SHALL NOT BE LESS THAN 60" CLEAR, & THE BOTTOM   OF EACH RAMP SHALL HAVE NOT LESS THAN 72" OF STRAIGHT &   LEVEL CLEARANCE.       18) 2ND REQUEST, SHEET A2.01 THE PROPERTY LINE IS   INDICATED ON THE EAST PORTION OF THE BUILDING, WHERE   THERE ARE TWO DISPLAY CASES WHERE THE DOORS DO SWING   OUT OVER THE PROPERTY LINE. 3202.2 ENCROACHMENTS ABOVE   GRADE AND BELOW 8 FEET IN HEIGHT.   ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY ABOVE GRADE   AND BELOW 8 FEET (2438 MM) IN HEIGHT SHALL BE   PROHIBITED EXCEPT AS PROVIDED FOR IN SECTIONS 3202.2.1   THROUGH 3202.2.3 . DOORS AND WINDOWS SHALL NOT OPEN OR   PROJECT INTO THE PUBLIC RIGHT-OF-WAY.       19) COMPLIED, SHEET C-4 INDICATES GRADE ON THE EXTERIOR   AND A2.32 FOR THE INTERIOR.       20A) SHEET A9.20 DOES SHOW WALL CUT DETAILS WALL   DESIGNATION 800 A 2HR BLOCK WALL INDICATES A TEST   HW-D1003 BUT NOT WHAT LAB? PLEASE INDICATEU.L.,   PLEASE ALSO INCLUDE THIS STANDARD SINCE THE INSPECTORS   WILL NOT HAVE A U.L. BOOK AT THE JOB SITE. THIS   PARTICULAR   DETAIL LIST MANY COMPANY PRODUCTS FOR THE FORMING   MATERIAL(3A) BUT ONLY 3M COMPANY FB-2000 FOR PART 3B.           20B) SHEET A2.30 RETAIL UNIT R-301 INDICATES A WALL   TYPE 105 NO SUCH WALL TYPE PLEASE CORRECT.       20C) SHEET A2.38 ?A2.43 ALL INDICATE TENANT SEPARATION   WALLS WITH ASSOCIATED WALL TAGS,   A9.01 INDICATES THE ACTUAL U.L. ASSEMBLIES IN PICTORIAL   BUT THE SOUND TEST REFERENCE ONLY PROVIDES A SOUND TEST   STANDARD NOT THE ACTUAL RESULTS OF SAID SOUND TEST.   PLANS INDICATE VARIOUS SOUNDTEST STANDARDS PLEASE   PRODUCE THESE STANDARDS. WHEN INVESTIGATINGTHE **   RAL-TL-90-166**EXTERIOR WALL SYSTEMS WITH EFIS   FINISHES WAS BROUGHT UP. PLEASE PRODUCE THE TEST   STANDARD THE NOTE AT THE BOTTOM OF THE SHEET NEEDS TO   REFLECT THE DETAILS MEETING CODE COMPLIANCE.3 5/8?   STUD WITH 1 LAYER OF 5/8? DRYWALL AND INSULATION HAS A   STC RATING OF 46 NOT THE REQUIRED 50. SEE 1207.2.       21) COMPLIED.       22) SEMI-COMPLIED, PLEASE PROVIDE THE REQUIRED SIGNAGE   FOR THE VAN ACCESSIBLE PARKING SPACES LOCATED WITHIN A   PARKING STRUCTURE SHALL HAVE AN ADDITIONAL SIGN   READING   ** VAN ACCESSIBLE** MOUNTED BELOW THE SYMBOL OF   ACCESSIBILITY. SUCH SIGNS SHALL NOT BE LOCATED SO THEY   CAN NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE.       23) COMPLIED.       24) WE ARE LOOKING FOR FOR A MANUFACTURERS SPEC NOT A   SPEC NUMBER.) SHEET A2.03 H. C. LIFT PLEASE PROVIDE   THE SPECS IN COMPLIANCE WITH:   11-4.11 PLATFORM LIFTS (WHEELCHAIR LIFTS ). 11-4.11.1   LOCATION.   PLATFORM LIFTS (WHEELCHAIR LIFTS ) PERMITTED BY SECTION   11-4.1 SHALL COMPLY WITH THE REQUIREMENTS OF SECTION   11-4.11 .   11-4.11.2 OTHER REQUIREMENTS.   IF PLATFORM LIFTS (WHEELCHAIR LIFTS ) ARE USED, THEY   SHALL COMPLY WITH SECTIONS 11-4.2.4 , 11-4.5 , 11-4.27   , AND ASME A17.1, SAFETY CODE FOR ELEVATORS AND   ESCALATORS , SECTION XX, 1990.   11-4.11.3 ENTRANCE.   IF PLATFORM LIFTS ARE USED THEN THEY SHALL FACILITATE   UNASSISTED ENTRY, OPERATION, AND EXIT FROM THE LIFT IN   COMPLIANCE WITH SECTION 11-4.11.2 .   FAIR HOUSING : ANSI A117.1 ELEVATORS 4.10.       25A-B) FAIR HOUSING GUIDELINE **PREFACE** NOTES THAT   THE MANUAL (FAIR HOUSING GUIDELINE) USES TERMS SUCH AS   RECOMMENDED, PREFERRED, SHOULD , COULD OR USES ITALICS   THE DESIGNER MAY USE OTHER METHODS. SHEET A2.91DETAILS   3& 6 BOTH INCORPORATE RAMPS TO TRY TO ACCOMPLISH THE   INTENT OF FAIR HOUSING GUIDELINE. ONE OF THE ISSUES   THAT WE SEE IS   NOTE # 9. ATTACHED TO THIS REVIEW IS AN EXAMPLE OF THE   DOCUMENT THAT WOULD NEED TO BE RECORDED TO ALLOW FUNDS   TO BE AVAILABLE THROUGH ESCROW FOR ANYTIME IN THE   FUTURE FOR ANY UNITS THAT MAY NEED TO BE CONVERTED FOR   THE DISABLED. IT COULD POSSIBLY EFFECT EVERY SECONDARY   DOOR (SLIDING GLASS DOORS) WITHIN THE ENTIRE PROJECT,   SO FUNDS HAVE TO BE AVAILABLE FOR SUCH WORK TO BE   ACCOMPLISHED AND NOT FINANCIALLY AFFECTING THE DISABLED   PERSON MOVING INTO ANY UNIT.       25C) DEPENDING ON THE ANSWER TO 25A-B, THE STRUCTURAL   PLANS WILL ALSO NEED TO CORRELATE THEIR DETAIL SHEETS   TO MEET THE REQUIREMENTS STATED ABOVE, FAIR HOUSING   SECONDARY SLIDING GLASS DOORS.       25D-E)COMPLIED.       26-27) COMPLIED       28) 2ND REQUEST,SHEET A2.03 ELEVATOR LOBBY DOORS ONE   DOOR INDICATES A 20MIN RATING THE OTHER NONE. PLEASE   SEE TABLE 715.3. THE 20 MIN AND ? HR FIRE PARTITIONS OR   CORRIDOR WALLS REQUIRED BY SECTION 1016.1. THE MORE   RESTRICTIVE ELEVATOR LOBBIES WOULD REQUIRE THE ? HR   OPENING PROTECTIVE. SEE CODE COMMENTARY UNDER 709.5   SMOKE BARRIERS STATING FIRE PARTITIONS, OTHER THAN   CORRIDOR WALLS, ARE REQUIRED TO HAVE AN OPENING   ASSEMBLY RATING OF 45 MINUTES IN ACCORDANCE WITH TABLE   715.3. SEE LIFE SAFETY PLAN LS3 AND DOOR SCHEDULE   A2.80.   29-32) COMPLIED.       33) 2ND REQUEST, A2.03 THE SAME ISSUE WITH THE GATE   NEXT TO THE SYMBOL EOD, THIS GATE REQUIRES 18? ON THE   LATCH SIDE. FAIR HOUSING TABLE 404.2.4.1, FIGURE   404.2.1(A). RESPONSE INDICATED A REVISED SHEET AS   REQUIRED BY SECTION 404.2.1 ?       34-37) COMPLIED.       38)2ND REQUEST,THE REVISED DETAIL STILL WILL HOLD   2? AT THE OVERFLOW AND 6? AT THE DRAIN. IF THE MAXIMUM   OF 4? IS HELD AT THE OVERFLOW, THEN 8? OF WATER WILL BE   HELD AT THE ROOF DRAIN 16 FEET AWAY, WITH THE MINIMUM   WATER LOCATED SHEET A2.05 DETAIL# 13 INDICATE AN   EMERGENCY OVERFLOW, THE SITUATION IS THE WAY THE DETAIL   IS DRAWN WITH A MINIMUM OF 4? BEFORE RAINWATER STARTS   TO RUN INTO THE OVERFLOW, WHERE THE PLUGGED UP ROOF   DRAIN IS THE WATER MAY 7? OR 8? DEEP DEPENDING ON THE   LOCATION OF THE ROOF DRAIN FROM THE OVERFLOW. 1503.4.3   WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT   PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR   PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4   INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND   SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED   VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET   SCUPPERS. AN OVERFLOW SCUPPER SHALL BE SIZED IN   ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING.       39) COMPLIED.       40) SHEET A.205 MAINTENANCE SHOP OR STORAGE AS   INDICATED IN THE RESPONSE, PLEASE SEE DEFINITION OF   PENTHOUSE 1509.2,THIS USAGE WILL CLASSIFY THIS AS A   10 STORY BUILDING. ALSO CHANGE COVERSHEET TO REFLECT   THE NEW STORY PLUS PROVIDE THE FLOOR LIVE LOADING FOR   LIGHT STORAGE. STRUCTURAL SHEETS WILL ALSO NEED TO   REFLECT THE ADDITIONAL LOADING.       41-42)COMPLIED.       43) THE NEW DETAILS INDICATES THE USE OF CONCRETE   MOLDINGS. PLEASE PROVIDE ATTACHMENT DETAILS.   ARCHITECTURAL TRIM THAT EXCEEDS 40 FEET (12 192 MM) IN   HEIGHT ABOVE GRADE PLANE SHALL BE CONSTRUCTED OF   APPROVED NONCOMBUSTIBLE MATERIALS AND SHALL BE SECURED   TO THE WALL WITH METAL OR OTHER APPROVED NONCOMBUSTIBLE   BRACKETS.1406.2.2       44) COMPLIED.       45A) 2ND REQUEST, SHEET A2.30 PRE-CAST CONC. MOLDING   DETAIL 3 OF A3.09PLEASE INDICATE SLAB SIZES AND   ANCHORAGE. . ARCHITECTURAL TRIM THAT EXCEEDS 40 FEET   (12 192 MM) IN HEIGHT ABOVE GRADE PLANE SHALL BE   CONSTRUCTED OF APPROVED NONCOMBUSTIBLE MATERIALS AND   SHALL BE SECURED TO THE WALL WITH METAL OR OTHER   APPROVED NONCOMBUSTIBLE BRACKETS.1406.2.2       1405.5 ANCHORED MASONRY VENEER.ANCHORED MASONRY   VENEER SHALL COMPLY WITH THE PROVISIONS OF SECTIONS   1405.5 , 1405.6 , 1405.7 AND 1405.8 AND SECTIONS 6.1   AND 6.2 OF ACI 530/ASCE 5/TMS 402.   1405.5 ANCHORED MASONRY VENEER.   1405.6 STONE VENEER   1405.7 SLAB-TYPE VENEER   DESIGNERS CAN?T JUST RESTATE THE CODE SECTION FOR CODE   COMPLIANCE.   45B)PLEASE SEE DETAIL 4 SHEET A8.05 AT WHAT HEIGHT IS   THIS EFIS BAND LOCATED?       46-49) COMPLIED.       50) FIRE COMMAND ROOM: )FIRE COMMAND ROOM PLEASE   PROVIDE COMPLIANCE WITH: 403.8 FIRE COMMAND . A FIRE   COMMAND CENTER COMPLYING WITH SECTION 911 SHALL BE   PROVIDED IN A LOCATION APPROVED BY THE FIRE   DEPARTMENT.       WHERE REQUIRED BY OTHER SECTIONS OF THIS CODE, A FIRE   COMMAND CENTER FOR FIRE DEPARTMENT OPERATIONS SHALL BE   PROVIDED. THE LOCATION AND ACCESSIBILITY OF THE FIRE   COMMAND CENTER SHALL BE SEPARATED FROM THE REMAINDER OF   THE BUILDING BY NOT LESS THAN A 1-HOUR   FIRE-RESISTANCE-RATED FIRE BARRIER. THE ROOM SHALL BE A   MINIMUM OF 96 SQUARE FEET (9 M 2 ) WITH A MINIMUM   DIMENSION OF 8 FEET (2438 MM). A LAYOUT OF THE FIRE   COMMAND CENTER AND ALL FEATURES REQUIRED BY THE SECTION   TO BE CONTAINED THEREIN SHALL BE SUBMITTED FOR APPROVAL   PRIOR TO INSTALLATION. THE FIRE COMMAND CENTER SHALL   COMPLY WITH NFPA 72 AND SHALL CONTAIN THE FOLLOWING   FEATURES.   1.THE EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM   UNIT.   2.THE FIRE DEPARTMENT COMMUNICATIONS UNIT.   3.FIRE DETECTION AND ALARM SYSTEM ANNUNCIATOR   UNIT.   4.ANNUNCIATOR UNIT VISUALLY INDICATING THE   LOCATION OF THE ELEVATORS AND WHETHER THEY ARE   OPERATIONAL.   5.STATUS INDICATORS AND CONTROLS FOR AIR-HANDLING   SYSTEMS.   6.THE FIRE-FIGHTER?S CONTROL PANEL REQUIRED BY   SECTION 909.16 FOR SMOKE CONTROL SYSTEMS INSTALLED IN   THE BUILDING.   7.CONTROLS FOR UNLOCKING STAIRWAY DOORS   SIMULTANEOUSLY.   8.SPRINKLER VALVE AND WATER-FLOW DETECTOR DISPLAY   PANELS.   9.EMERGENCY AND STANDBY POWER STATUS INDICATORS.   10.A TELEPHONE FOR FIRE DEPARTMENT USE WITH   CONTROLLED ACCESS TO THE PUBLIC TELEPHONE SYSTEM. 11.   FIRE PUMP STATUS INDICATORS. SEE ELECTRICAL AND   MECHANICAL COMMENTS THAT DEAL WITH THE FIRE PUMP. 12.   SCHEMATIC BUILDING PLANS INDICATING THE TYPICAL FLOOR   PLAN AND DETAILING THE BUILDING CORE, MEANS OF EGRESS,   FIRE PROTECTION SYSTEMS, FIRE-FIGHTING EQUIPMENT AND   FIRE DEPARTMENT ACCESS.   13.WORKTABLE.   14.GENERATOR SUPERVISION DEVICES, MANUAL START AND   TRANSFER FEATURES. SEE ELECTRICAL AND MECHANICAL   COMMENTS ABOUT GENERATOR AND FUEL STORAGE.   15.PUBLIC ADDRESS SYSTEM, WHERE SPECIFICALLY   REQUIRED BY OTHER SECTIONS OF THIS CODE.           51-55) COMPLIED.       56A) 1609.1.4 PROTECTION OF OPENINGS IN WIND-BORNE   DEBRIS REGIONS, EXTERIOR GLAZING THAT RECEIVES POSITIVE   PRESSURE IN THE LOWER 60 FEET (18.3 M) IN BUILDINGS   SHALL BE ASSUMED TO BE OPENINGS AND THE BALANCE OF   GLAZED OPENINGS IN THE REST OF THE BUILDING SHALL BE   ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT RECEIVES   POSITIVE PRESSURE IS IMPACT RESISTANT OR PROTECTED WITH   AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS   OF SSTD 12, ASTM E 1886 ANDASTM E 1996, OR MIAMI-DADE   TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 1.   GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF GRADE   SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST.   2.GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9.1   M) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL   MISSILE TEST.       56B) WITH MULTIPLE PRODUCTS OF THE SAME TYPE LARGE   MISSILE, SMALL MISSILE AND NON-MISSILE RATED, INTERIOR   ZONES AND END ZONES A COLOR COORDINATED CHART ON THE   S-12 & S-13 SHEETS WILL ONLY BE THE WAY TO DESIGNATE   WHAT PRODUCT GOES WHERE WITH THE CORRECTNESS NEEDED FOR   THIS PROJECT       56C) THE STRUCTURAL S-12& S13 DO NOT ACCURATELY   INDICATE THE END ZONES, THEY ARE TAKING THEM FROM   AWNINGS PROTRUDING FROM THE BUILDING AND NOT THE   CORNERS PLUS END ZONES ARE FIGURED USING 10 PERCENT OF   THE LEAST HORIZONTAL DIMENSION ASCE 7-02, FIGURE 6-17   NOTE   8 (A).           56D)FL BLD CODE 1609.1.4: COMPONENTS & CLADDING,   PROVIDE 2 COPIES,   3 IF THRESHOLD OR RESIDENT INSPECTOR OF PRODUCT TESTING   REPORTS, MISSING REPORTS ARE AS FOLLOWS:   A) FIXED GLASS   B) STOREFRONT GLASS: WINDOW WALL   * CRAWFORD TRACY CORP PROVIDE FLORIDA   COVERSHEETLARGE MISSILE 100+-   * R.C. ALUMINUM PROVIDE FLORIDA COVERSHEET   LMI , PICK A GLASS TYPE   * YKK YHS-50 FS PROVIDE FLORIDA COVERSHEET   PLUS THE BACK UP REPORT, TYPE OF   MULLION AND GLAZING.   C) OPERABLE WINDOWS : CASEMENT   *RC ALUMINUM WINDOWS , PROVIDE THE FLORIDA   COVERSHEET, THE BACKUP REPORT IS A   MIAMI-DADE NOA GOOD FOR LARGE MISSILE+-   80 PSF SEE LIMITATION TO SIZE   * EFCO 2700 PROVIDE FLORIDA COVERSHEET,   GOOD TO -135 SEE LIMITATION SIZE WIND   ONLY NO MISSILE TESTING   * EFCO PROVIDE FLORIDA COVERSHEET, UPDATE   NOA TO THE 2004 FBC VERSION, SEE   SIZE LIMITATION       C) OPERABLE WINDOWS: HOPPER/ PROJECT OUT STYLE   * EFCO PROVIDE FLORIDA COVERSHEET +90/-100 LMI/ SMI   *YKK YOW H PROVIDE FLORIDA COVERSHEET   ACTUAL CASEMENT       D) MULLIONS HORIZONTAL & VERTICAL   E) SKYLIGHTS   F) GLASS BLOCK   G) LOUVERS   * 4 MANUFACTURES WERE SUBMITTED PICKED   PICK ONE   H) HOLLOW METAL DOORS/ ROOF HATCHES   * CURRIES 3070 PROVIDE FLORIDA   COVERSHEET, +-80   * DAYBAR PROVIDE FLORIDA COVERSHEET,   +-90 SINGLE   I) GLASS DOORS SWING   * EFCO D300/318 PROVIDE FLORIDA COVERSHEET   LMI/SMI +- 60   *YKK 35H PROVIDE FLORIDA COVERSHEET, LMI   HIGHLIGHT CHARTS SIZES TO BE USED FOR   PRESSURES   J) OVERHEAD DOORS/ COIL DOORS   * BEST PROVIDE FLORIDA COVERSHEET HIGHLIGHT   DOOR WIDTH TABLE 1 FOR PRESSURES   K) SLIDING GLASS DOORS   * EFCO 3005PROVIDE FLORIDA COVERSHEET,   HIGHLIGHT CHARTS FOR REINFORCEMENT, AND   * KAWNEER HPX PROVIDE FLORIDA COVERSHEET,   +100/-125PRESSURES   L) AUTOMATIC HORIZONTAL SLIDING DOORS   M)PANEL WALL SYSTEM: SOFFITS, EFIS   N) ROOFING ASSEMBLIES TO MANY TO LIST , ONCE   CONTRACTOR HAS PICKED PRODUCT AND BEEN   REVIEWED BY THE DESIGNER OF RECORD WE THEN WILL   REVIEW THE DOCUMENTS SUBMITTED.   4 DIFFERENT ROOF TILE MANUFACTURES SUBMITTED   SARNAFIL 60 PAGE ROOF SUBMITTAL WITH NO SUB-SYSTEM   HIGHLIGHTED AS TO WHICH WILL BE   INSTALLED ON THIS STRUCTURE   2 INSULATION BOARD COMPANIES   O) PANEL WALL SYSTEMS- SIDING- NO PRODUCT   APPROVALS   57)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 APPLICATION FOR LOCAL PRODUCT APPROVAL OR   SITE SPECIFIC FORM PER RULE 9B-72. SEE ATTACHMENT.   WWW.FLORIDABUILDING.ORG       58) WPB ADMIN CODE 106.3* PRODUCT APPROVALS. THOSE   PRODUCT WHICH ARE   REGULATED BY DCA RULE 9B-72 SHALL BE REVIEWED AND   APPROVED IN WRITING BY THE   DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR   JURISDICTIONAL APPROVAL.       59) THIS NEXT ISSUE HAS BECOME A LARGE ISSUE ON   PROJECTS!!!! WINDOWS NOT BEING LABELED.   TESTING AND LABELING. 1714.5.2.1EXTERIOR WINDOWS AND   GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT   TESTING LABORATORY, AND SHALL BE LABELED WITH AN   APPROVED LABEL IDENTIFYING THE MANUFACTURER,   PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT   CERTIFICATION AGENCY, TESTING LABORATORY, EVALUATION   ENTITY OR MIAMI-DADE PRODUCT APPROVAL TO INDICATE   COMPLIANCE WITH THE REQUIREMENTS OF ONE OF THE   FOLLOWING SPECIFICATIONS:ANSI/AAMA/NWWDA 101/I.S.2 OR   101/I.S. 2/NAFS OR TAS 202 (HVHZ SHALL COMPLY WITH TAS   202 UTILIZING ASTME E 1300 OR SECTION 2404 .   GLASS STRENGTH: DETERMINATION OF LOAD RESISTANCE OF   GLASS FOR SPECIFIED LOADS OF PRODUCTS TESTED AND   CERTIFIED IN ACCORDANCE WITH SECTION 1714.5.2.1 SHALL   BE DESIGNED TO COMPLY WITH ASTM E 1300 IN ACCORDANCE   WITH SECTION 2404 .       60)SHEET A2.90; THIS SHEET SHOWS MULLIONS USED BOTH   VERTICALLY AND HORIZONTALLY, BEFORE A REVIEW OF THE   PRODUCT APPROVALS WILL BE ABLE TO BEGIN THE DESIGN TEAM   WILL NEED TO HIGHLIGHT WHICH MULLION WILL BE THE ONE   THAT WILL CONTINUE FROM A STRUCTURAL FRAMING MEMBER TO   THE OPPOSITE SIDE.       1714.5.5 MULLIONS OCCURRING BETWEEN INDIVIDUAL WINDOW   AND GLASS DOOR ASSEMBLIES. 1714.5.5.1 MULLIONS.   MULLIONS, OTHER THAN MULLIONS WHICH ARE AN INTEGRAL   PART OF A WINDOW OR GLASS DOOR ASSEMBLY TESTED AND   LABELED IN ACCORDANCE WITH SECTION 1714.5.2.1 , SHALL   BE TESTED BY AN APPROVED TESTING LABORATORY OR BE   ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING   PRACTICE. BOTH METHODS SHALL USE PERFORMANCE CRITERIA   CITED IN SECTIONS 1714.5.5.2 , 1714.5.5.3 AND   1714.5.5.4 .       1714.5.5.2 LOAD TRANSFER.   MULLIONS SHALL BE DESIGNED TO TRANSFER THE DESIGN   PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR   ASSEMBLIES TO THE ROUGH OPENING SUBSTRATE.       1714.5.5.3 DEFLECTION.   MULLIONS SHALL BE CAPABLE OF RESISTING THE DESIGN   PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR   ASSEMBLIES TO BE SUPPORTED WITHOUT DEFLECTING MORE THAN   L/175, WHERE L IS THE SPAN OF THE MULLION IN INCHES.       1714.5.5.4 STRUCTURAL SAFETY FACTOR.   MULLIONS SHALL BE CAPABLE OF RESISTING A LOAD OF   ONE-AND-ONE-HALF TIMES THE DESIGN PRESSURE LOADS   APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TO BE   SUPPORTED WITHOUT EXCEEDING THE APPROPRIATE MATERIAL   STRESS LEVELS. IF TESTED BY AN APPROVED LABORATORY, THE   ONE AND ONE-HALF TIMES THE DESIGN PRESSURE LOAD SHALL   BE SUSTAINED FOR 10 SECONDS, AND THE PERMANENT   DEFORMATION SHALL NOT EXCEED 0.4 PERCENT OF THE MULLION   SPAN AFTER THE ONE-AND-ONE-HALF TIMES DESIGN PRESSURE   LOAD IS REMOVED.       61) 2ND REQUEST,ANOTHER BIG ISSUE WITH PRODUCT   APPROVALS THAT THE DESIGN TEAM WILL SIGN OFF ON   REVIEWED IS THEY WILL NOT ?HIGHLIGHT? WHICH GLAZING   SYSTEM THEY HAVE APPROVED AND THE CORRESPONDING   PRESSURES, NOR WILL THEY HIGHLIGHT IN SLIDING GLASS   DOOR SYSTEMS WHICH   RAIL SYSTEM WILL BE USED. THERE ARE 4 DESIGN CRITERIA   USUALLY IN THESE PACKAGES. ONE WITH NO REINFORCEMENT,   LIGHT , MEDIUM AND HEAVY REINFORCEMENT HIGHLIGHT WHICH   SYSTEM IS TO BE USED.       62)ROOF REPORT WAS SUBMITTED IS MISSING OR NOT IN   COMPLIANCE WITH THE FOLLOW ITEMS:   _X__ CONTRACTOR DID NOT PROVIDE THE MEAN ROOF HEIGHT.   (FLAT ROOF)   ___ CONTRACTOR DID NOT INDICATE THE ROOF PITCH. _X__   CONTRACTOR FAILED TO INDICATE WHICH SYSTEM TO BE USED.   _X__ THE SYSTEM PROVIDED HAS A LOW PRESSURE FOR ZONE   _2&3__ .   SINCE THE ROOFING REPORT DOESN?T HAVE THE SUBSYSTEM   HIGHLIGHTED THE NEXT 2 ITEMS ARE HIGHLIGHTED._X__ THE   SYSTEM PROVIDED STATESLIMITATION# 7, SHOULD THE   FASTENERRESISTANCE BE LESS THAN THAT REQUIRED, AS   DETERMINED BY THEBUILDING OFFICIAL, A REVISED   FASTENERSPACING, PREPARED , SIGNED AND SEALED BY A   FLORIDA REGISTEREDPROFESSIONAL ENGINEER,   REGISTEREDARCHITECT OR REGISTERED ROOF CONSULTANT   MAY BE SUBMITTED.   _X__THE SYSTEM PROVIDED INDICATESLIMITATION#   9, NO ENHANCEDFASTENING ALLOWED.       63) SLOPED ROOF (7/ A8.06) INDICATES THE USE OF EITHER   CLAY TILE OR CONCRETE TILE. SUBMIT REPORT AND HIGHLIGHT   WHICH TYPE OF SYSTEM WILL BE USED TO RESIST THE MOMENT   OF UPLIFT?       64)PLEASE SUBMIT INFORMATION ON HOW THE RIDGE TILE   ARE GOING TO BE SECURED TO THE ROOFING SYSTEM. 1507.3.7   ATTACHMENT.   CLAY AND CONCRETE ROOF TILES SHALL BE FASTENED IN   ACCORDANCE WITH SECTION 1609 OR IN ACCORDANCE WITH   FRSA/RTI INSTALLATION MANUAL.   1507.3.8 APPLICATION.   TILE SHALL BE APPLIED ACCORDING TO THE MANUFACTURER?S   INSTALLATION INSTRUCTIONS OR RECOMMENDATIONS OF THE   FRSA/RTI 07320- 04.       65) A3.30 INDICATES THE USE OF METAL PANEL ROOFING   PLEASE PROVIDE ROOFING REPORT.       66)SHIMS FOR WINDOWS AND DOORS, SHEET A2.93 DETAIL#   9.   1714.5.4.3 WOOD OR OTHER APPROVED FRAMING MATERIALS.   WHERE THE FRAMING MATERIAL IS WOOD OR OTHER APPROVED   FRAMING MATERIAL, WINDOW AND GLASS DOOR ASSEMBLIES   SHALL BE ANCHORED THROUGH THE MAIN FRAME OR BY JAMB   CLIP OR SUBFRAME SYSTEM OR THROUGH THE FLANGE IN   ACCORDANCE WITH THE MANUFACTURER?S PUBLISHED   INSTALLATION INSTRUCTIONS. SHIMS SHALL BE MADE FROM   MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS,   LOCATED AND APPLIED IN A THICKNESS CAPABLE OF   SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED   TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME TO THE   ROUGH OPENING SUBSTRATE.       67-69) COMPLIED.       70) CODE BACK UP STATEMENT FOR 56D) (H) MULTIPLE   MANUFACTURERS PRODUCTS SUBMITTED,   EXTERIOR DOOR ASSEMBLIES NOT COVERED BY SECTION   1715.4.2 OR SECTION 1714.5.3.1 SHALL BE TESTED FOR   STRUCTURAL INTEGRITY IN ACCORDANCE WITH ASTM E 330   PROCEDURE A, AT A LOAD OF 1.5 TIMES THE REQUIRED DESIGN   PRESSURE LOAD. THE LOAD SHALL BE SUSTAINED FOR 10   SECONDS WITH NO PERMANENT DEFORMATION OF ANY MAIN FRAME   OR PANEL MEMBER IN EXCESS OF 0.4 PERCENT OF ITS SPAN   AFTER THE LOAD IS REMOVED. HIGH-VELOCITY HURRICANE   ZONES SHALL COMPLY WITH TAS 202. AFTER EACH SPECIFIED   LOADING, THERE SHALL BE NO GLASS BREAKAGE, PERMANENT   DAMAGE TO FASTENERS, HARDWARE PARTS, OR ANY OTHER   DAMAGE WHICH CAUSES THE DOOR TO BE INOPERABLE.   THE MINIMUM TEST SIZES AND MINIMUM DESIGN PRESSURES   SHALL BE AS INDICATED IN TABLE 1714.5.3 .       71-73COMPLIED, WERE INFORMATIONAL FOR AWNINGS THAT ARE   REQUIRED UNDER SEPARATE PERMIT.       74-78) COMPLIED.       79) )2ND REQUEST, A8.05 EXTERIOR SOFFITS, VARIOUS   DETAILS INDICATE THE SOFFIT OR DROPPED CEILING, THERE   IS NO INFORMATION ON THE TYPE OF STUDS, SPACING,   ATTACHMENT TO DECK ABOVE OR TYPE OF LATH AND SPACING OF   HORIZONTAL FRAMING MEMBERS IS THE WIRE LATH TIED UP OR   SCREWED IN PLACE?   106.1.2 ADDITIONAL INFORMATION REQUIRED.       80) 2ND REQUEST,A8.06 DETAIL# 11 INDICATES THE USE OF   5V METAL CRIMP SIDING DIRECTLY APPLIED TO THE METAL   FRAMING, WHAT TYPE OF BRACING IS TO BE USED? PLEASE   PROVIDE THE PRODUCT APPROVAL INDICATING THIS IS   STRUCTURAL SHEATHING NO SHEATHING REQUIRED. THIS IS A   PRODUCT THAT IS CONSIDERED COMPONENTS AND CLADDING BY   RULE 9B-72 AND WILL BE ADDRESSED BEFORE A PERMIT WILL   BE ISSUED. EVEN ALL METAL BUILDINGS WITH METAL SIDING   AND ROOFING ARE REQUIRED TO PROVIDE PRODUCT APPROVALS   WITH A THIRD PARTY QUALITY ASSURANCE PROGRAM APPROVED   THROUGH THE STATE. THIS COMMENT ALSO REVERTS BACK TO   COMMENTS   56D,57 & 58.       81)COMPLIED.       82) SHEET A9.01:       82A) 2ND REQUEST, YOU CAN NOT JUST QUOTE CODE SECTION   AND SAY THIS SATISFIES THE REQUEST, 106.1.1, &   106.1.2*. A9.01 VARIOUS DETAILS INDICATE A DESIGN SOUND   TEST NUMBER, PLEASE INDICATE THE SOUND TRANSMISSION   CLASS NUMERICALLY, 1207.2 AIR-BORNE SOUND. WALLS,   PARTITIONS AND FLOOR/CEILING ASSEMBLIES SEPARATING   DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR   SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS   (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) FOR   AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM E   90. PENETRATIONS OR OPENINGS IN CONSTRUCTION ASSEMBLIES   FOR PIPING; ELECTRICAL DEVICES; RECESSED CABINETS;   BATHTUBS; SOFFITS; OR HEATING, VENTILATING OR EXHAUST   DUCTS SHALL BE SEALED, LINED, INSULATED OR OTHERWISE   TREATED TO MAINTAIN THE REQUIRED RATINGS. THIS   REQUIREMENT SHALL NOT APPLY TO DWELLING UNIT ENTRANCE   DOORS; HOWEVER, SUCH DOORS SHALL BE TIGHT FITTING TO   THE FRAME AND SILL.       82B)2ND REQUEST, YOU CAN NOT JUST QUOTE CODE SECTION   AND SAY THIS SATISFIES THE REQUEST, 106.1.1, &   106.1.2*. PLEASE PROVIDE COMPLIANCE WITH SOUND   TRANSFERENCE THROUGH THE FLOOR SYSTEM?   1207.3 STRUCTURE-BORNE SOUND.   FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS OR   BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA   WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION   CLASS (IIC) RATING OF NOT LESS THAN 50 (45 IF FIELD   TESTED) WHEN TESTED IN ACCORDANCE WITH ASTM E 492.       83) A9.01 NOTES 2-4 ALL DEAL WITH THE BACKING BENEATH   MARBLE AND TILE NOTE 2 INDICATES THE USE OF A   CEMENTITITOUS BACKER BOARD AND NOTE 3 INDICATES THE USE   OF GLASS MAT WATER RESISTANT BOARD BUT NOTE 4 INDICATES   TILE BACKER BOARD, WHAT TYPE?       84-86) COMPLIED.                   87) PROVISO: 87) ADJACENT TO EXCAVATIONS.   EVERY EXCAVATION ON A SITE LOCATED 5 FEET (1524 MM) OR   LESS FROM THE STREET LOT LINE SHALL BE ENCLOSED WITH A   BARRIER NOT LESS THAN 6 FEET (1829 MM) HIGH. WHERE   LOCATED MORE THAN 5 FEET (1524 MM) FROM THE STREET LOT   LINE, A BARRIER SHALL BE ERECTED WHEN REQUIRED BY THE   BUILDING OFFICIAL. BARRIERS SHALL BE OF ADEQUATE   STRENGTH TO RESIST WIND PRESSURE AS SPECIFIED IN   CHAPTER 16 .       88) COMPLIED.       89) SECOND REQUEST,S-8 INDICATES A TABLE OF CONCRETE   COVERAGE HOW DOES THIS TABLE COMPLY WITH TABLE 601 THE   HOUR RATINGS FOR STRUCTURAL FRAMES COLUMNS, GIRDERS OR   BEAMS, FLOOR AND ROOF SLABS? THIS TABLE IS MINIMUM   CONCRETE COVERAGE WHEN CONCRETE IS EXPOSED TO EARTH   TABLE 1907.1.       90) 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.       91) A2.3.2 THE HANDICAPPED RAMP PLAN DOESNOT INDICATE   THE REQUIRED 6?-0? BOTTOM LANDING. 11-4.8.4.(2)   LANDINGS. ALL LANDINGS ON RAMPS SHALL NOT BE LESS THAN   60"   CLEAR, & THE BOTTOM OF EACH RAMP SHALL HAVE NOT LESS   THAN 72" OF STRAIGHT & LEVEL CLEARANCE.       102.1* WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS   OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF   CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST   RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT   BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC   REQUIREMENT, THE SPECIFIC   REQUIREMENT SHALL BE APPLICABLE.       BUILDING PLAN REVIEW   JIM WITMER C. B. O.   BUILDING PLAN REVIEW II                       TEL: (561)805-6715   FAX: (561)659-8026   E-MAIL: [email protected]         Review Stop B BUILDING (STRUCTURAL) Rev No 1 Status F Date 2007-05-03 Cont ID   Sent By jwitmer Date 2007-05-03 Time 12:06 Rev Time 39.00 Received By jwitmer Date 2007-05-03 Time 12:06 Sent To   Notes 2007-05-03 12:09:55     DATURA & OLIVE   RESIDENCE   9 STORY R-2, MERCANTILE& S-2       BUILDING PLAN REVIEW   PERMIT: 07020735   ADDRESS: 302 DATURA ST   CONT: PEGASUS CONSTRUCTION   TEL: (954)946-4227       FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2006 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       1STREVIEW   ACTION: DENIED       1)--- VERY IMPORTANT STATEMENT ---   PLEASE DO NOT IGNORE!   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.   2)FBC 1802.2.1 QUESTIONABLE SOILS,   WHERE THE SAFE-SUSTAINING POWER OF THE SOIL IS IN   DOUBT, OR WHERE A LOAD-BEARING VALUE SUPERIOR TO THAT   SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING   OFFICIAL SHALL REQUIRE THAT THE NECESSARY INVESTIGATION   BE MADE. SUCH INVESTIGATION SHALL COMPLY WITH THE   PROVISIONS OF SECTIONS 1802.4 THROUGH 1802.6 . REPORTS   HAVE COPIED SIGNATURES, NOT ORIGINALS.       3)FL S S 713.13NOTICE OF COMMENCEMENT, TO BE FILED   WITH THE CLERK OF THE COURT.   NOTE: 713.13(2)   IF THE WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS   NOT ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE   RECORDING THEREOF, SUCH NOTICE IS NULL & VOID. NOTE:   713.13(6)THE POSTING OF THE NOTICE OF COMMENCEMENT AT   THE CONSTRUCTION SITE BEFORE THE FIRST INSPECTION.       4)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.       5)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 CONTAIN A STATEMENT   THAT, TO THE BEST OF THE ARCHITECT'S PR ENGINEER'S   KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE   APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE   LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633   FLORIDA STATUTE.       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 SHALLREQUIRE A SPECIAL INSPECTOR TO   PERFORM STRUCTURAL INSPECTIONS ON A THRESHOLD BUILDING   PURSUANT TO A STRUCTURALINSPECTION PLAN PREPARED BY   THE ENGINEER OF RECORD. THE STRUCTURAL INSPECTION PLAN   MUST BE SUBMITTED TO THE ENFORCING AGENCY PRIOR TO THE   ISSUANCE   OF A BUILDING PERMIT FOR THE CONSTRUCTION OF A   THRESHOLD BUILDING. THE PURPOSE OF THE STRUCTURAL   INSPECTION PLAN IS TO PROVIDE SPECIFIC INSPECTION   PROCEDURES AND SCHEDULES SO THAT THE BUILDING CAN BE   ADEQUATELY INSPECTED FOR COMPLIANCE WITH THE PERMITTED   DOCUMENTS.       7) 109.3.10*IMPACT OF CONSTRUCTION. ALL CONSTRUCTION   ACTIVITY REGULATED BY THIS CODE SHALL BE PREFORMED IN A   MANNERSO AS NOT TO ADVERSELY IMPACT THE CONDITION OF   ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS PERMITTED TO   AFFECT SAID PROPERTY PURSUANT TO CONSENT BY THE   APPLICABLE PROPERTY OWNER, UNDER TERMS & CONDITIONS   AGREEABLE TO THE APPLICABLE PROPERTY OWNER. THIS   INCLUDES BUT IS NOT LIMITED TO THE CONTROL OF DUST,   NOISE, WATER OR DRAINAGE RUN-OFF, DEBRIS, AND THE   STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION   ACTIVITY SHALL NOT ADVERSELY IMPACT HISTORIC SURFACE   WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, & MAY   REQUIRE SPECIAL DRAINAGE DESIGN COMPLYING WITH   ENGINEERING STANDARDS TO PRESERVE THE POSITIVE PATTERNS   OF THE AFFECTED SITES. ACCORDINGLY, DEVELOPERS,   CONTRACTORS, AND OWNERS OF ALL NEW RESIDENTIAL   DEVELOPMENT, INCLUDING ADDITIONS, POOLS,   PATIOS, DRIVEWAYS, DECKS, OR SIMILAR ITEMS, ON EXISTING   PROPERTIES RESULTING IN A DECREASE IN EXCESS OF 800SQ   FT OF PERMEABLE LAND AREA ON ANY PARCEL SHALL AS A   PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED   DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS   PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A   CERTIFICATE FROM A LICENSED ENGINEER SHALL BE SUBMITTED   TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL OF THE   FINAL INSPECTION.           8 ) 109.3.10.1 HURRICANE PROTECTION.IT SHALL BE   UNLAWFUL FOR ANY PERSON TO ALLOW CONSTRUCTION RELATED   MATERIALS EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR   OTHERWISE UNSECURED AT A CONSTRUCTION SITE FROM 24 HRS.   AFTER A HURRICANE WATCH HAS BEEN ISSUED UNTIL THE   HURRICANE WATCH OR WARNING HAS BEEN LIFTED. ALL SUCH   CONSTRUCTION MATERIALS,   EQUIPMENT AND DEBRIS SHALL BE EITHER REMOVED FROM THE   CONSTRUCTION SITE OR SECURED IN SUCH A MANNER AS TO   MINIMIZE THE DANGER OF SUCH CONSTRUCTION MATERIALS,   EQUIPMENT AND DEBRIS CAUSING DAMAGE TO PERSONS OR   PROPERTY FROM HIGH WINDS. ANY PERSONS WHO FAIL TO   COMPLY TO REMOVE OR SECURE THE CONSTRUCTION MATERIALS   EQUIPMENT AND DEBRIS WITHIN   24 HRS AFTER A HURRICANE WATCH HAS BEEN ISSUED SHALL BE   SUBJECT TO A FINE NOT TO EXCEED $500.00. IN ADDITION   TO THE ABOVE, A LICENSED CONTRACTOR WHO VIOLATES THIS   SECTION SHALL BE SUBJECT TO DISCIPLINE PURSUANT TO   SECTION 113 OF THIS CHAPTER.       9) THE ARCHITECTURAL COVERSHEET UNDER THE PROJECT DATA   SUMMARY:   9A) PLANS ARE DESIGNED UNDER THE 2004 FBC, PLANS   SUBMITTED TO THE CITY AFTER DEC. 8, 2006 ARE TO BE   DESIGNED TO THE 2006 FBC.       9B) PLANS ALSO INDICATE THIS IS TO BE A 8 STORY   BUILDING. THE SO CALLED MEZZANINE LEVEL DOES NOT MEET   THE DEFINITION OF A MEZZANINE THIS IS THE SECOND STORY,   CREATING A NINE STORY BUILDING.       9C)PLANS FAIL TO IDENTIFY WHAT TYPE BUILDING TYPE   THIS BUILDING WAS DESIGNED TOO? TABLE 503/ TABLE 601?       10) SHEET A0.02 GENERAL NOTE# 15 REFERS TO THE 2001   FBC, PLEASE MAKE THE CORRECTION.       11) A2.01 THE PLANS TO HAVE OPENINGS IN THE PARKING   GARAGE ON THE FIRST AND SECOND FLOOR   (MEZZANINE LEVEL) OF THE PARKING GARAGE ON THE SOUTH   WALL. PLEASE SEE TABLE 602 FOR TYPE 1A & 1B BUILDINGS   REQUIRE 3 HR RATED WALLS BASED ON FIRE SEPARATION AND   TABLE 704.8 FOR UNPROTECTED OPENINGS 0-3? FROM THE   PROPERTY LINE ARE NOT PERMITTED. FOOTNOTE ?G? ALLOWS   OPENINGS WHEN THE EXTERIOR BEARING WALLS, EXTERIOR NON   BEARING WALLS AND EXTERIOR STRUCTURAL FRAME ARE NOT   REQUIRED TO BE FIRE-RESISTANCE RATING.SEE LOUVERED   OPENINGS IN THE SOUTH WALL AND OPENING ?B? EAST WALL.   704.8.2 FIRST STORY.   IN OCCUPANCIES OTHER THAN GROUP H, UNLIMITED   UNPROTECTED OPENINGS ARE PERMITTED IN THE FIRST STORY   OF EXTERIOR WALLS FACING A STREET THAT HAVE A FIRE   SEPARATION DISTANCE OF GREATER THAN 15 FEET (4572 MM),   OR FACING AN UNOCCUPIED SPACE. THE UNOCCUPIED SPACE   SHALL BE ON THE SAME LOT OR DEDICATED FOR PUBLIC USE,   SHALL NOT BE LESS THAN 30 FEET (9144 MM) IN WIDTH, AND   SHALL HAVE ACCESS FROM A STREET BY A POSTED FIRE LANE   IN ACCORDANCE WITH THE FLORIDA FIRE PREVENTION CODE .       12)SHEET A9.02 MAKES REFERENCE TO TABLE 709.3.1 FOR   EQUIVALENT THICKNESS OF MASONRY UNITS BUT THIS TABLE IS   REFERENCED UNDER THE FBC 2001 CODE, PLEASE CORRECT.       13THE SOUTH &EAST CORNERS OF THE PARKING GARAGE APPEAR   TO BE LESS THAN 3?-0? FROM THE PROPERTY , PLEASE   PROVIDE THE EQUIVALENT THICKNESS OF THE CONCRETE BLOCK   AND HR RATING?   TABLE 721.3.2.       14) A2.01INDICATES THE USE OF CAR LIFTS. PLEASE   PROVIDE MANUFACTURERS SPECS ON THESE UNITS, ADDITIONAL   COMMENTS MAY APPEAR ON LATTER REVIEWS WITH ADDITIONAL   INFORMATION.   106.1.2 ADDITIONAL INFORMATION REQUIRED.       15) THIS COMMENT IS COMMON TO MANY SHEETS, THE PLANS   FAIL TO IDENTIFY VARIOUS COMMON DOORS THROUGH OUT THE   PROJECT, PLEASE LABEL DOORS TO IDENTIFY FOR REQUIRED   DOOR RATINGS.   106.1.2.* ADDITIONAL INFORMATION REQUIRED, TABLE 715.3   ETC.       16) A2.01 STAIRWAY# 3 IS INDICATED AS PART OF THE POOL   DECK MEANS OF EGRESS PLEASE SEE:   1022.5 LOCATION.EXTERIOR EXIT RAMPS AND STAIRWAYS   SHALL BE LOCATED IN ACCORDANCE WITH SECTION 1023.3 .   1023.3 EXIT DISCHARGE LOCATION.EXTERIOR BALCONIES,   STAIRWAYS AND RAMPS SHALL BE LOCATED AT LEAST 10 FEET   (3048 MM) FROM ADJACENT LOT LINES AND FROM OTHER   BUILDINGS ON THE SAME LOT UNLESS THE ADJACENT BUILDING   EXTERIOR WALLS AND OPENINGS ARE PROTECTED IN ACCORDANCE   WITH SECTION 704 BASED ON FIRE SEPARATION DISTANCE.       17) A2.01 STAIRS THAT ARE LOCATED NEXT TO PARKING   SPACE# 22 INDICATE THE LOWER LANDING OR GARAGE FLOOR AT   12.5? AND THE TOP LANDING AT 13.5?, PLEASE SEE   1003.5.2   WHERE CHANGE IN ELEVATION OF 12 INCHES (305 MM) OR LESS   OCCURS IN EXIT ACCESS CORRIDORS, EXITS AND EXIT   DISCHARGE, RAMPS COMPLYING WITH1010 SHALL BE   PROVIDED.   1003.5.3 ACCESSIBILITY.   FOR ACCESSIBILITY PROVISIONS RELATED TO CHANGES IN   LEVELS, SEE SECTION 11-4.3.8 .       REQUIREMENT2. ACCESSIBLE AND USABLE PUBLIC AND COMMON   USE AREAS.       SECTION 100.205(C)(1) PROVIDES THAT COVERED MULTIFAMILY   DWELLINGS WITH A BUILDING ENTRANCE ON AN ACCESSIBLE   ROUTE SHALL BE DESIGNED IN SUCH A MANNER THAT THE   PUBLIC AND COMMON USE AREAS ARE READILY ACCESSIBLE TO   AND USABLE BY HANDICAPPED PERSONS.       GUIDELINE       THE FOLLOWING CHART IDENTIFIES THE PUBLIC AND COMMON   USE AREAS THAT SHOULD BE MADE ACCESSIBLE, CITES THE   APPROPRIATE SECTION OF THE ANSI STANDARD, AND DESCRIBES   THE APPROPRIATE APPLICATION OF THE SPECIFICATIONS,   INCLUDING MODIFICATIONS TO THE REFERENCED STANDARD.   FAIR HOUSING 4.3(D).       18) SHEET A2.01 THE PROPERTY LINE IS NOT INDICATED ON   THIS PORTION OF THE BUILDING THERE MAY OR MAY NOT BE   PROBLEMS AS FAR AS TABLE 602AND THE AMOUNT OF OPENINGS   THAT ARE ALLOWED. TABLE 704.8.       19)THE EAST END OF THE BUILDING DOESN?T PROVIDE THE   ELEVATION OF THE FINISHED SIDEWALKS,   THERE MAY BE A RAMPED EXIT PASSAGEWAY FROM STAIR TOWER   # 1 IF THE RAMP DOESN?T HAVE SLOPE GREATER THAN 1:20 IT   IS TRULY A RAMP AND THE ELEVATION CHANGE WOULD NEED TO   BE KNOWN?       20) SHEET A2.01 DOESN?T PROVIDE ANY HOURLY RATING ON   ANY WALLS. PLEASE PROVIDE WALL IDENTIFICATION TAGS FOR   ALL WALLS, SHAFTS OCCUPANCY SEPARATION, ETC SEE 707.4,   TABLE 302.3.2.       21)SHEET A2.01 THERE ARE TWO ABBREVIATIONS THAT OCCUR   ON THE VARIOUS DECKS   (HP) AND (LP) THAT ARE NOT FOUND ON A0.02 ABBREVIATION   SHEET? 106.1.2*   ADDITIONAL INFORMATION REQUIRED.       22) PLEASE PROVIDE INFORMATION FOR THE HANDICAPPED VAN   PARKING SPACES, PROVIDE   THE 98? CLEAR HEIGHT, ENTRY AND EXIT PATH FOR AN   ACCESSIBLE VAN? 11-4.1.2(5)(B)   IN PARKING STRUCTURES, ONE IN EVERY EIGHT   ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE ?VAN   ACCESSIBLE? AND SHALL BE DESIGNED AS REQUIRED BY   SECTION 11-4.6.3 . THE VERTICAL CLEARANCE AT SUCH   SPACES SHALL COMPLY WITH SECTION 11-4.6.5 . ALL SUCH   SPACES MAY BE GROUPED ON ONE LEVEL OF A PARKING   STRUCTURE. WHEN SUCH SPACES ARE PROVIDED IN A PARKING   STRUCTURE AND ONLY ONE IN EIGHT MEET THE HEIGHT   REQUIREMENT OF SECTION 11-4.6.5 , THEY SHALL BE   DESIGNATED AS REQUIRED BY SECTION 11-4.6.4 .       23)SHEET A2.02 (COMMON TO ALL FLOORS) THIS PLAN   DOESN?T INDICATE DOOR ORWALL TYPES NOR THE HR RATING   OF SUCH SYSTEMS. WHEN YOU LOOK AT THE LIFE SAFETY PLAN   THERE ARE WALL RATINGS SOME DOORS BUT THERE IS NO   NOMENCLATURE TO THE TYPE OF ROOM? 106.1.2* ADDITIONAL   INFORMATION REQUIRED.   302.3.2, 707,708 & TABLE 715.3.       24) SHEET A2.03 H. C. LIFT PLEASE PROVIDE THE SPECS IN   COMPLIANCE WITH:   11-4.11 PLATFORM LIFTS (WHEELCHAIR LIFTS ). 11-4.11.1   LOCATION.   PLATFORM LIFTS (WHEELCHAIR LIFTS ) PERMITTED BY SECTION   11-4.1 SHALL COMPLY WITH THE REQUIREMENTS OF SECTION   11-4.11 .   11-4.11.2 OTHER REQUIREMENTS.   IF PLATFORM LIFTS (WHEELCHAIR LIFTS ) ARE USED, THEY   SHALL COMPLY WITH SECTIONS 11-4.2.4 , 11-4.5 , 11-4.27   , AND ASME A17.1, SAFETY CODE FOR ELEVATORS AND   ESCALATORS , SECTION XX, 1990.   11-4.11.3 ENTRANCE.   IF PLATFORM LIFTS ARE USED THEN THEY SHALL FACILITATE   UNASSISTED ENTRY, OPERATION, AND EXIT FROM THE LIFT IN   COMPLIANCE WITH SECTION 11-4.11.2 .   FAIR HOUSING : ANSI A117.1 ELEVATORS 4.10.       25)SHEET A2.03: INDICATES DETAIL 7 OF A3.31 TYPICAL   OF LANAI LEVEL SHEET A2.91 DETAILS   7 & 8. THESE DETAILS ARE COMMON TO ALL FLOORS, THEY DO   NOT MEET FAIR HOUSING REQUIREMENTS FOR SECONDARY   DOORS.       25A) SEE DETAIL 7 & 8 SHEET A2.03, THE SLIDING GLASS   DOOR TRACK ASSEMBLY AS SHOWN DOES NOT MEET FAIR HOUSING   GUIDELINES,FOR SECONDARY DOORS (SLIDING GLASS DOORS)   THE GUIDELINE SPECIFY THAT THE THRESHOLDS AT THESE   DOORS SHALL BE NO HIGHER THAN ? ?.THE GUIDELINES   FURTHER STATE THAT CHANGES IN LEVEL AT THESE LOCATIONS   MUST BE BEVELED WITH A SLOPE NO GREATER THAN 1:2.       25B) FAIR HOUSING DOOR AT CONCRETE LANDINGS THE MAXIMUM   ALLOWABLE CHANGE IN LEVEL AT EXTERIOR SLIDING GLASS   DOORS (SECONDARY ENTRANCE) TO BALCONY OR PATIO WILL BE   4 INCHES TO THE FINISH DECK.   NOTE: INCORPORATE THE HEIGHT OF THE HIGH RISE TRACK   INTO THE DESIGN CRITERIA.       25C) THE STRUCTURAL PLANS WILL ALSO NEED TO CORRELATE   THEIR DETAIL SHEETS TO MEET THE REQUIREMENTS STATED   ABOVE, FAIR HOUSING SECONDARY SLIDING GLASS DOORS.       25D) THE TRACK DETAIL ALSO INDICATES THAT THE TRACK IS   TO BE SET IN LEVELING GROUT. ALL PRODUCT APPROVALS WILL   REQUIRE MECHANICAL FASTENING OF TRACK INTO THE MAIN   STRUCTURE.       25E) SHEET A2.91 NOTE# 5 INDICATES PLANS WILL MEET ALL   WIND REQUIREMENTS OF THE STD. BUILDING CODE AND PALM   BCH CTY. THE LAST STANDARD BUILDING CODE WAS THE 1997   STANDARD BUILDING CODE. CURRENTLY ALL OF FLORIDA IS   UNDER THE 2004 FLORIDA BUILDING CODE WITH 2006   REVISIONS. THERE ARE NO PALM BCH CTY. AMENDMENTS.   PLEASE CORRECT.       26)SHEET A2.03 ( COMMON TO ALL FLOORS)THIS PLAN   INDICATE NO DOOR ORWALL TYPES NOR THE HR RATING OF   SUCH SYSTEMS. WHEN YOU LOOK AT THE LIFE SAFETY PLAN   THERE ARE WALL RATINGS SOME DOORS BUT THERE IS NO   NOMENCLATURE TO THE TYPE OF ROOM? 106.1.2* ADDITIONAL   INFORMATION REQUIRED.   302.3.2, 707,708 & TABLE 715.3.       27) SHEET A2.03 ELEVATOR LOBBY INDICATES THE TWO DOORS   ON HOLD OPEN DEVICES, PLEASE PROVIDE INFORMATION ON   THESE DEVICES, HOW THEY WILL PERFORM ONCE THE SMOKE   ANNOUNCES   SMOKE.       28) SHEET A2.03 ELEVATOR LOBBY DOORS ONE DOOR INDICATES   A 20MIN RATING THE OTHER NONE. PLEASE SEE TABLE 715.3.   THE 20 MIN AND ? HR FIRE PARTITIONS OR CORRIDOR WALLS   REQUIRED BY SECTION 1016.1. THE MORE RESTRICTIVE   ELEVATOR LOBBIES WOULD REQUIRE THE ? HR OPENING   PROTECTIVE. SEE CODE COMMENTARY UNDER 709.5 SMOKE   BARRIERS STATING FIRE PARTITIONS, OTHER THAN CORRIDOR   WALLS, ARE REQUIRED TO HAVE AN OPENING ASSEMBLY RATING   OF 45 MINUTES IN ACCORDANCE WITH TABLE 715.3. SEE LIFE   SAFETY PLAN LS3       29) SEE LS-3 & LS-4 DOORS SWING OPPOSITE WAYS 3TH FLOOR   VERSES FLOORS ABOVE?   OCCUPANT LOADS GREATER THAN 50 SHALL SWING IN THE   DIRECTION OF TRAVEL TO AN EXIT.1008.1.2.       30) SEE LS-3 THE TRASH CHUTE ACCESS ROOM DOOR INDICATES   A FIRE RATING NOT DEPICTED IN THE LIFE SAFETY LEGEND ?   707.13.3? HR OPENING PROTECTIVE REQUIRED.       31) SEE LS-3 TRY CALCULATIONS FOR THE POOL DECK AND   APPROX 2446 SQ FT WITH THE OTHER LOADS A TOTAL OCCUPANT   LOAD OF 116 REQUIRING THE ENTRY DOOR TO BE AN IN SWING   DOOR 1008.1.2.       32)A2.03 THE LANAI FOYER DOOR APPEARS TO BE MISSING   THE 18? REQUIRED ON THE PULL SIDE   FAIR HOUSING ANSI 117.1TABLE 404.2.4.1 . FIGURE   404.2.1(A).       33) A2.03 THE SAME ISSUE WITH THE GATE NEXT TO THE   SYMBOL EOD, THIS GATE REQUIRES 18?   ON THE LATCH SIDE. FAIR HOUSING TABLE 404.2.4.1, FIGURE   404.2.1(A).       34) SHEET A2.03 THERE ARE THREE PAIR OF DOORS THAT LEAD   INTO THE RECREATION ROOM, THEY ARE NOR FOUND ON THE   DOOR SCHEDULE BUT SCALE TO BE (3)PAIR OF 2?-0? DOORS.   MUST MEET THE REQUIREMENT OF CLEAR WIDTH DOOR OPENINGS   SHALL HAVE A CLEAR OPENING WIDTH OF 32?.   404.2.2 DOUBLE- LEAF DOORWAYS. AT LEAST ONE OF THE   ACTIVE LEAVES OF DOORWAYS WITH 2 INDEPENDENTLY OPERATED   LEAVES SHALL COMPLY WITH SECTIONS 404.2.3 AND 404.2.4.   DOORS SF-L/1 AND SF-L/2.       35)POOL WILL REQUIRE A SEPARATE PERMIT, AND WILL NOT   BE PART OF THIS PERMIT PACKAGE.       36) NOTE POOL REQUIREMENTS FOR SAFETY FENCING WILL NEED   TO BE ADDRESSED FOR THE LANAI LEVEL BEFORE A PERMIT CAN   BE ISSUED.424.1 PUBLIC SWIMMING POOLS AND BATHING   PLACES. PUBLIC SWIMMING POOLS AND BATHING PLACES SHALL   COMPLY WITH THE DESIGN AND CONSTRUCTION STANDARDS OF   THIS SECTION.   NOTE: OTHER ADMINISTRATIVE AND PROGRAMMATIC PROVISIONS   MAY APPLY. SEE DEPARTMENT OF HEALTH (DOH) RULE 64E-9,   FLORIDA ADMINISTRATIVE CODE AND CHAPTER 514, FLORIDA   STATUTES.ZONING MAY HAVE ADDITIONAL COMMENTS ON THIS   ISSUE.       37) SHEET A2.04 THE ELEVATOR LOBBY DOORS DO NOT HAVE   ANY IDENTIFYING TAGS, ( COMMON TO ALL FLOORS)THIS   PLAN INDICATE NO DOOR ORWALL TYPES NOR THE HR RATING   OF SUCH SYSTEMS. WHEN YOU LOOK AT THE LIFE SAFETY PLAN   THERE ARE WALL RATINGS SOME DOORS BUT THERE IS NO   NOMENCLATURE TO THE TYPE OF ROOM? 106.1.2* ADDITIONAL   INFORMATION REQUIRED.   302.3.2, 707,708 & TABLE 715.3.       38) SHEET A2.05 DETAIL# 13 INDICATE AN EMERGENCY   OVERFLOW, THE SITUATION IS THE WAY THE DETAIL IS DRAWN   WITH A MINIMUM OF 4? BEFORE RAINWATER STARTS TO RUN   INTO THE OVERFLOW, WHERE THE PLUGGED UP ROOF DRAIN IS   THE WATER MAY 7? OR 8? DEEP DEPENDING ON THE LOCATION   OF THE ROOF DRAIN FROM THE OVERFLOW. 1503.4.3 WHEN   OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT   PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR   PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4   INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND   SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED   VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET   SCUPPERS. AN OVERFLOW SCUPPER SHALL BE SIZED IN   ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING.       39 THE SAME DETAIL THAT IS MENTIONED ABOVE INDICATES   THE USE OF EITHER A MANSARD OR SHED TYPE ROOF SYSTEM,   WITH THE USE OF METAL TRUSSES, 1 ?? METAL DECKING,   THERE IS ANOTHER MEMBER NOT LABELED SOME TYPE OF   SHEATHING ? PLEASE PROVIDE WHAT TYPE OF   ROOF SHEATHING IS TO BE USED?PLEASE SEE TABLE 601,   ROOF CONSTRUCTION, FOOTNOTE   2(I), 2(II) & 2(III).       40) SHEET A2.05 ALSO INDICATES THAT A MAINTENANCE SHOP   ON THE ROOF, WHAT TYPE OF   ACTIVITIES WILL TAKE PLACE THERE WILL THIS BE MORE FOR   STORAGE OR A ACTUAL MAINTENANCE   SHOP? IF STORAGE WHAT TYPE OF MATERIALS?       41) SHEET A2.05 DETAIL#9 SHEET A3.32 ROOF FEATURE   DOESN?T INDICATE WHAT TYPE OF ROOF SHEATHING THAT WILL   BE USED?PLEASE SEE TABLE 601, ROOF CONSTRUCTION,   FOOTNOTE   2(I), 2(II) & 2(III).IN THIS CASE THERE IS 20?-0? CLEAR   FROM THE FLOOR SEE FOOTNOTE(III).       42)DETAIL# 5 SHEET A7.09 TRASH CHUTE ROOF DETAIL   INDICATES THE USE OF COMBUSTIBLE PLYWOOD ON THE ROOF,   SEE TABLE 601.       43) SHEET A3.32 DETAIL# 9 INDICATES THERE ARE VARIOUS   AREAS OF EFIS TRIM TO BE USED, MUST MEET THE TEST FOR   NONCOMBUSTIBILITY, ASTM E-84.1406.2.2 ARCHITECTURAL   TRIM.   IN BUILDINGS OF TYPE I, II, III AND IV CONSTRUCTION   THAT DO NOT EXCEED THREE STORIES OR 40 FEET (12 192 MM)   IN HEIGHT ABOVE GRADE PLANE, EXTERIOR WALL COVERINGS   SHALL BE PERMITTED TO BE CONSTRUCTED OF WOOD WHERE   PERMITTED BY SECTION 1405.4 OR OTHER EQUIVALENT   COMBUSTIBLE MATERIAL. COMBUSTIBLE EXTERIOR WALL   COVERINGS, OTHER THAN FIRE-RETARDANT-TREATED WOOD   COMPLYING WITH SECTION 2303.2 FOR EXTERIOR   INSTALLATION, SHALL NOT EXCEED 10 PERCENT OF AN   EXTERIOR WALL SURFACE AREA WHERE THE FIRE SEPARATION   DISTANCE IS 5 FEET (1524 MM) OR LESS. ARCHITECTURAL   TRIM THAT EXCEEDS 40 FEET (12 192 MM) IN HEIGHT ABOVE   GRADE PLANE SHALL BE CONSTRUCTED OF APPROVED   NONCOMBUSTIBLE MATERIALS AND SHALL BE SECURED TO THE   WALL WITH METAL OR OTHER APPROVED NONCOMBUSTIBLE   BRACKETS.       44)SHEET A2.30 DISPLAY CABINET OR ROOM R-104 IS   MISSING THE DOOR MARKER, TYPE OF DOOR? 106.1.2*   ADDITIONAL INFO REQUIRED.       45) SHEET A2.30 PRE-CAST CONC. MOLDING DETAIL 3 OF   A3.09PLEASE INDICATE SLAB SIZES AND   ANCHORAGE. 1405.5 ANCHORED MASONRY VENEER. ANCHORED   MASONRY VENEER SHALL COMPLY WITH THE PROVISIONS OF   SECTIONS 1405.5 , 1405.6 , 1405.7 AND 1405.8 AND   SECTIONS 6.1 AND 6.2 OF ACI 530/ASCE 5/TMS 402.   1405.5 ANCHORED MASONRY VENEER.   1405.6 STONE VENEER   1405.7 SLAB-TYPE VENEER       46A) SHEET A2.31 TRASH HOLDING ROOM PLANS INDICATE A   5?-0? OVERHEAD ON THE PROPERTY LINE SIDE OF THE   PROPERTY, WHICH 0-3? NO OPENINGS. 704.8.2 FIRST STORY.       IN OCCUPANCIES OTHER THAN GROUP H, UNLIMITED   UNPROTECTED OPENINGS ARE PERMITTED IN THE FIRST STORY   OF EXTERIOR WALLS FACING A STREET THAT HAVE A FIRE   SEPARATION DISTANCE OF GREATER THAN 15 FEET (4572 MM),   OR FACING AN UNOCCUPIED SPACE. THE UNOCCUPIED SPACE   SHALL BE ON THE SAME LOT OR DEDICATED FOR PUBLIC USE,   SHALL NOT BE LESS THAN 30 FEET (9144 MM) IN WIDTH, AND   SHALL HAVE ACCESS FROM A STREET BY A POSTED FIRE LANE   IN ACCORDANCE WITH THE FLORIDA FIRE PREVENTION CODE .       46B) SEE TABLE 704.8 & TABLE 602. PLANS ALSO INDICATE A   GATE ON THE OTHER END OF THE ROOM, THIS SHOULD HAVE A   DOOR A CHANGE IN OCCUPANCY S-1 OCCUPANCY.       47) SHEET A2.31 THE EAST PROPERTY LINE WALL IS SHOWN AS   WALL TYPE (800), A9.02   WALL RATING NOTE# 10 INDICATES ALL BLOCK WORK TO BE A   MINIMUM OF 2 HR RATED BLOCK. PLEASE SEE TABLE 602 LESS   THAN 5?-0? FROM THE PROPERTY LINE. PLEASE CORRECT. THE   SAME WILL HOLD TRUE FOR THE SOUTH WALL.       48) A2.32 SWITCH GEAR ROOM THE STEPS IN FRONT SHOULD   HAVE 13? TREADS.1003.5.1   WHERE A CHANGE IN LEVEL MEANS OF EGRESS NOT EXCEEDING   21 INCHES (533 MM) IS ACHIEVED BY A STAIR, THE MINIMUM   TREAD DEPTH OF SUCH STAIR SHALL BE 13 INCHES (330 MM)   AND THE PRESENCE AND LOCATION OF EACH STEP SHALL BE   READILY APPARENT.       49) A2.32 THE EMERGENCY GENERATOR ROOM, 7? STAIR:   1003.5.2   WHERE CHANGE IN ELEVATION OF 12 INCHES (305 MM) OR LESS   OCCURS IN EXIT ACCESS CORRIDORS, EXITS AND EXIT   DISCHARGE, RAMPS COMPLYING WITH SECTION 1010 SHALL BE   PROVIDED.       50)FIRE COMMAND ROOM PLEASE PROVIDE COMPLIANCE WITH:   403.8 FIRE COMMAND .   A FIRE COMMAND CENTER COMPLYING WITH SECTION 911 SHALL   BE PROVIDED IN A LOCATION APPROVED BY THE FIRE   DEPARTMENT.   WHERE REQUIRED BY OTHER SECTIONS OF THIS CODE, A FIRE   COMMAND CENTER FOR FIRE DEPARTMENT OPERATIONS SHALL BE   PROVIDED. THE LOCATION AND ACCESSIBILITY OF THE FIRE   COMMAND CENTER SHALL BE SEPARATED FROM THE REMAINDER OF   THE BUILDING BY NOT LESS THAN A 1-HOUR   FIRE-RESISTANCE-RATED FIRE BARRIER. THE ROOM SHALL BE A   MINIMUM OF 96 SQUARE FEET (9 M 2 ) WITH A MINIMUM   DIMENSION OF 8 FEET (2438 MM). A LAYOUT OF THE FIRE   COMMAND CENTER AND ALL FEATURES REQUIRED BY THE SECTION   TO BE CONTAINED THEREIN SHALL BE SUBMITTED FOR APPROVAL   PRIOR TO INSTALLATION. THE FIRE COMMAND CENTER SHALL   COMPLY WITH NFPA 72 AND SHALL CONTAIN THE FOLLOWING   FEATURES.   1.THE EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM   UNIT.   2.THE FIRE DEPARTMENT COMMUNICATIONS UNIT.   3.FIRE DETECTION AND ALARM SYSTEM ANNUNCIATOR   UNIT.   4.ANNUNCIATOR UNIT VISUALLY INDICATING THE   LOCATION OF THE ELEVATORS AND WHETHER THEY ARE   OPERATIONAL.   5.STATUS INDICATORS AND CONTROLS FOR AIR-HANDLING   SYSTEMS.   6.THE FIRE-FIGHTER?S CONTROL PANEL REQUIRED BY   SECTION 909.16 FOR SMOKE CONTROL SYSTEMS INSTALLED IN   THE BUILDING.   7.CONTROLS FOR UNLOCKING STAIRWAY DOORS   SIMULTANEOUSLY.   8.SPRINKLER VALVE AND WATER-FLOW DETECTOR DISPLAY   PANELS.   9.EMERGENCY AND STANDBY POWER STATUS INDICATORS.   10.A TELEPHONE FOR FIRE DEPARTMENT USE WITH   CONTROLLED ACCESS TO THE PUBLIC TELEPHONE SYSTEM. 11.   FIRE PUMP STATUS INDICATORS.   12.SCHEMATIC BUILDING PLANS INDICATING THE TYPICAL   FLOOR PLAN AND DETAILING THE BUILDING CORE, MEANS OF   EGRESS, FIRE PROTECTION SYSTEMS, FIRE-FIGHTING   EQUIPMENT AND FIRE DEPARTMENT ACCESS.   13.WORKTABLE.   14.GENERATOR SUPERVISION DEVICES, MANUAL START AND   TRANSFER FEATURES.   15.PUBLIC ADDRESS SYSTEM, WHERE SPECIFICALLY   REQUIRED BY OTHER SECTIONS OF THIS CODE.       51) SHEET A2.33 PLANS INDICATE WALL RATING OF 800, WHEN   REVIEWING THIS WALL TYPE THERE IS NO REFERENCE TO THE   WALL RATING. SHEETA9.02 NOTE# 10 MAKE REFERENCE THAT   ALL BLOCK TYPE ARE TO BE 2 HR RATED WALLS.PLEASE HAVE   THE BLOCK MANUFACTURER PROVIDE THE EQUIVALENT THICKNESS   OF THE BLOCK AND TYPE OF AGGREGATE TO BE USED? IF   RINKER BLOCK ARE TO BE USED WILL ANY T007 BLOCK BE   USED?   721.3.2 CONCRETE MASONRY WALLS.   THE FIRE-RESISTANCE RATING OF WALLS AND PARTITIONS   CONSTRUCTED OF CONCRETE MASONRY UNITS SHALL BE   DETERMINED FROM TABLE 721.3.2 . THE RATING SHALL BE   BASED ON THE EQUIVALENT THICKNESS OF THE MASONRY AND   TYPE OF AGGREGATE USED.   EQUIVALENT .       52) SHEET A9.02 INDICATES THAT THE BLOCK ARE TO BE   MORTARED TO THE DECK ABOVE. THIS WILL NO PROVIDE A   SMOKE TYPE SEAL.713.1 GENERAL. JOINTS INSTALLED IN OR   BETWEEN FIRE-RESISTANCE-RATED WALLS, FLOOR OR   FLOOR/CEILING ASSEMBLIES AND ROOFS OR ROOF/CEILING   ASSEMBLIES SHALL BE PROTECTED BY AN APPROVED   FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST THE   PASSAGE OF FIRE FOR A TIME PERIOD NOT LESS THAN THE   REQUIRED FIRE-RESISTANCE RATING OF THE WALL, FLOOR OR   ROOF IN OR BETWEEN WHICH IT IS INSTALLED.   FIRE-RESISTANT JOINT SYSTEMS SHALL BE TESTED IN   ACCORDANCE WITH SECTION 713.3 . THE VOID CREATED AT THE   INTERSECTION OF A FLOOR/CEILING ASSEMBLY AND AN   EXTERIOR CURTAIN WALL ASSEMBLY SHALL BE PROTECTED IN   ACCORDANCE WITH SECTION 713.4 .       53) SHEET A2.35 THE POOL EQUIPMENT ROOM APPEARS TO HAVE   A VENT ON THE EAST SIDE OF THE BUILDING. THIS IS A 3 HR   RATED WALL ON THE PROPERTY LINE ,NO OPENINGS 0-3?-0   FROM THE PROPERTY LINE.       54)A2.35 & A2.36 BOTH HAVE LOUVERED OPENINGS IN A   WALL THAT SITS 0-3?-0? FROM THE PROPERTY LINE, NO   OPENINGS ALLOWED. TABLE 704.8.       55) A2.80 DOOR SCHEDULE INDICATES DOOR TYPE ?F? TO HAVE   VIEW PANELS, PLANS INDICATE 150 SQ INCHES FOR A ?B?   LABEL DOOR PLEASE SEE TABLE 715.4.3 1 ? HR DOOR 100 SQ   INCHES.       56) 1609.1.4 PROTECTION OF OPENINGS IN WIND-BORNE   DEBRIS REGIONS, EXTERIOR GLAZING THAT RECEIVES POSITIVE   PRESSURE IN THE LOWER 60 FEET (18.3 M) IN BUILDINGS   SHALL BE ASSUMED TO BE OPENINGS AND THE BALANCE OF   GLAZED OPENINGS IN THE REST OF THE BUILDING SHALL BE   ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT RECEIVES   POSITIVE PRESSURE IS IMPACT RESISTANT OR PROTECTED WITH   AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS   OF SSTD 12, ASTM E 1886 ANDASTM E 1996, OR MIAMI-DADE   TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 1.   GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF GRADE   SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST.   2.GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9.1   M) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL   MISSILE TEST.       FL BLD CODE 1609.1.4: COMPONENTS & CLADDING, PROVIDE   2 COPIES,   3 IF THRESHOLD OR RESIDENT INSPECTOR OF PRODUCT TESTING   REPORTS, MISSING REPORTS ARE AS FOLLOWS:   A) FIXED GLASS   B) STOREFRONT GLASS   C) OPERABLE WINDOWS   D) MULLIONS HORIZONTAL & VERTICAL   E) SKYLIGHTS   F) GLASS BLOCK   G) LOUVERS   H) HOLLOW METAL DOORS/ ROOF HATCHES   I) GLASS DOORS SWING   J) OVERHEAD DOORS/ COIL DOORS   K) SLIDING GLASS DOORS   L) AUTOMATIC HORIZONTAL SLIDING DOORS   M)PANEL WALL SYSTEM: SOFFITS, EFIS   N) ROOFING ASSEMBLIES       57)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 APPLICATION FOR LOCAL PRODUCT APPROVAL OR   SITE SPECIFIC FORM PER RULE 9B-72. SEE ATTACHMENT.   WWW.FLORIDABUILDING.ORG       58) WPB ADMIN CODE 106.3* PRODUCT APPROVALS. THOSE   PRODUCT WHICH ARE   REGULATED BY DCA RULE 9B-72 SHALL BE REVIEWED AND   APPROVED IN WRITING BY THE   DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR   JURISDICTIONAL APPROVAL.       59) THIS NEXT ISSUE HAS BECOME A LARGE ISSUE ON   PROJECTS!!!! WINDOWS NOT BEING LABELED.   TESTING AND LABELING. 1714.5.2.1EXTERIOR WINDOWS AND   GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT   TESTING LABORATORY, AND SHALL BE LABELED WITH AN   APPROVED LABEL IDENTIFYING THE MANUFACTURER,   PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT   CERTIFICATION AGENCY, TESTING LABORATORY, EVALUATION   ENTITY OR MIAMI-DADE PRODUCT APPROVAL TO INDICATE   COMPLIANCE WITH THE REQUIREMENTS OF ONE OF THE   FOLLOWING SPECIFICATIONS:ANSI/AAMA/NWWDA 101/I.S.2 OR   101/I.S. 2/NAFS OR TAS 202 (HVHZ SHALL COMPLY WITH TAS   202 UTILIZING ASTME E 1300 OR SECTION 2404 .   GLASS STRENGTH: DETERMINATION OF LOAD RESISTANCE OF   GLASS FOR SPECIFIED LOADS OF PRODUCTS TESTED AND   CERTIFIED IN ACCORDANCE WITH SECTION 1714.5.2.1 SHALL   BE DESIGNED TO COMPLY WITH ASTM E 1300 IN ACCORDANCE   WITH SECTION 2404 .       60)SHEET A2.90; THIS SHEET SHOWS MULLIONS USED BOTH   VERTICALLY AND HORIZONTALLY, BEFORE A REVIEW OF THE   PRODUCT APPROVALS WILL BE ABLE TO BEGIN THE DESIGN TEAM   WILL NEED TO HIGHLIGHT WHICH MULLION WILL BE THE ONE   THAT WILL CONTINUE FROM A STRUCTURAL FRAMING MEMBER TO   THE OPPOSITE SIDE.       1714.5.5 MULLIONS OCCURRING BETWEEN INDIVIDUAL WINDOW   AND GLASS DOOR ASSEMBLIES. 1714.5.5.1 MULLIONS.   MULLIONS, OTHER THAN MULLIONS WHICH ARE AN INTEGRAL   PART OF A WINDOW OR GLASS DOOR ASSEMBLY TESTED AND   LABELED IN ACCORDANCE WITH SECTION 1714.5.2.1 , SHALL   BE TESTED BY AN APPROVED TESTING LABORATORY OR BE   ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING   PRACTICE. BOTH METHODS SHALL USE PERFORMANCE CRITERIA   CITED IN SECTIONS 1714.5.5.2 , 1714.5.5.3 AND   1714.5.5.4 .       1714.5.5.2 LOAD TRANSFER.   MULLIONS SHALL BE DESIGNED TO TRANSFER THE DESIGN   PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR   ASSEMBLIES TO THE ROUGH OPENING SUBSTRATE.       1714.5.5.3 DEFLECTION.   MULLIONS SHALL BE CAPABLE OF RESISTING THE DESIGN   PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR   ASSEMBLIES TO BE SUPPORTED WITHOUT DEFLECTING MORE THAN   L/175, WHERE L IS THE SPAN OF THE MULLION IN INCHES.       1714.5.5.4 STRUCTURAL SAFETY FACTOR.   MULLIONS SHALL BE CAPABLE OF RESISTING A LOAD OF   ONE-AND-ONE-HALF TIMES THE DESIGN PRESSURE LOADS   APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TO BE   SUPPORTED WITHOUT EXCEEDING THE APPROPRIATE MATERIAL   STRESS LEVELS. IF TESTED BY AN APPROVED LABORATORY, THE   ONE AND ONE-HALF TIMES THE DESIGN PRESSURE LOAD SHALL   BE SUSTAINED FOR 10 SECONDS, AND THE PERMANENT   DEFORMATION SHALL NOT EXCEED 0.4 PERCENT OF THE MULLION   SPAN AFTER THE ONE-AND-ONE-HALF TIMES DESIGN PRESSURE   LOAD IS REMOVED.       61) ANOTHER BIG ISSUE WITH PRODUCT APPROVALS THAT THE   DESIGN TEAM WILL SIGN OFF ON REVIEWED IS THEY WILL NOT   ?HIGHLIGHT? WHICH GLAZING SYSTEM THEY HAVE APPROVED AND   THE CORRESPONDING PRESSURES, NOR WILL THEY HIGHLIGHT IN   SLIDING GLASS DOOR SYSTEMS WHICH   RAIL SYSTEM WILL BE USED. THERE ARE 4 DESIGN CRITERIA   USUALLY IN THESE PACKAGES. ONE WITH NO REINFORCEMENT,   LIGHT , MEDIUM AND HEAVY REINFORCEMENT HIGHLIGHT WHICH   SYSTEM IS TO BE USED.       62)NO ROOF REPORT WAS SUBMITTED IS MISSING OR NOT IN   COMPLIANCE WITH THE FOLLOW ITEMS:   _X__ CONTRACTOR DID NOT PROVIDE THE MEAN ROOF HEIGHT.   (FLAT ROOF)   ___ CONTRACTOR DID NOT INDICATE THE ROOF PITCH. _X__   CONTRACTOR FAILED TO INDICATE WHICH SYSTEM TO BE USED.   _X__ THE SYSTEM PROVIDED HAS A LOW PRESSURE FOR ZONE   _2&3__ .   SINCE THE ROOFING REPORT DOESN?T HAVE THE SUBSYSTEM   HIGHLIGHTED THE NEXT 2 ITEMS ARE HIGHLIGHTED._X__ THE   SYSTEM PROVIDED STATESLIMITATION# 7, SHOULD THE   FASTENERRESISTANCE BE LESS THAN THAT REQUIRED, AS   DETERMINED BY THEBUILDING OFFICIAL, A REVISED   FASTENERSPACING, PREPARED , SIGNED AND SEALED BY A   FLORIDA REGISTEREDPROFESSIONAL ENGINEER,   REGISTEREDARCHITECT OR REGISTERED ROOF CONSULTANT   MAY BE SUBMITTED.   _X__THE SYSTEM PROVIDED INDICATESLIMITATION#   9, NO ENHANCEDFASTENING ALLOWED.       63) SLOPED ROOF (7/ A8.06) INDICATES THE USE OF EITHER   CLAY TILE OR CONCRETE TILE. SUBMIT REPORT AND HIGHLIGHT   WHICH TYPE OF SYSTEM WILL BE USED TO RESIST THE MOMENT   OF UPLIFT?       64)PLEASE SUBMIT INFORMATION ON HOW THE RIDGE TILE   ARE GOING TO BE SECURED TO THE ROOFING SYSTEM. 1507.3.7   ATTACHMENT.   CLAY AND CONCRETE ROOF TILES SHALL BE FASTENED IN   ACCORDANCE WITH SECTION 1609 OR IN ACCORDANCE WITH   FRSA/RTI INSTALLATION MANUAL.   1507.3.8 APPLICATION.   TILE SHALL BE APPLIED ACCORDING TO THE MANUFACTURER?S   INSTALLATION INSTRUCTIONS OR RECOMMENDATIONS OF THE   FRSA/RTI 07320- 04.       65) A3.30 INDICATES THE USE OF METAL PANEL ROOFING   PLEASE PROVIDE ROOFING REPORT.       66)SHIMS FOR WINDOWS AND DOORS, SHEET A2.93 DETAIL#   9.   1714.5.4.3 WOOD OR OTHER APPROVED FRAMING MATERIALS.   WHERE THE FRAMING MATERIAL IS WOOD OR OTHER APPROVED   FRAMING MATERIAL, WINDOW AND GLASS DOOR ASSEMBLIES   SHALL BE ANCHORED THROUGH THE MAIN FRAME OR BY JAMB   CLIP OR SUBFRAME SYSTEM OR THROUGH THE FLANGE IN   ACCORDANCE WITH THE MANUFACTURER?S PUBLISHED   INSTALLATION INSTRUCTIONS. SHIMS SHALL BE MADE FROM   MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS,   LOCATED AND APPLIED IN A THICKNESS CAPABLE OF   SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED   TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME TO THE   ROUGH OPENING SUBSTRATE.       67)SHEETS S-12 AND S-13 ARE MISSING THE PRESSURES ON   THE LOUVERS ON THE SOUTH AND WEST WALLS.       68) THE STRUCTURAL PLANS DO NOT INDICATE PRESSURES ON   THE POOL PAVILION NOR THE SOUTHWEST   INSET CORNER OF THE POOL DECK AND VERTICAL ELEMENT.       69) PLANS ALSO FAIL TO PROVIDE WIND PRESSURE ZONES FOR   THE ROOF ELEMENTS IN ZONES 1,2 & 3.       70) EXTERIOR DOOR ASSEMBLIES NOT COVERED BY SECTION   1715.4.2 OR SECTION 1714.5.3.1 SHALL BE TESTED FOR   STRUCTURAL INTEGRITY IN ACCORDANCE WITH ASTM E 330   PROCEDURE A, AT A LOAD OF 1.5 TIMES THE REQUIRED DESIGN   PRESSURE LOAD. THE LOAD SHALL BE SUSTAINED FOR 10   SECONDS WITH NO PERMANENT DEFORMATION OF ANY MAIN FRAME   OR PANEL MEMBER IN EXCESS OF 0.4 PERCENT OF ITS SPAN   AFTER THE LOAD IS REMOVED. HIGH-VELOCITY HURRICANE   ZONES SHALL COMPLY WITH TAS 202. AFTER EACH SPECIFIED   LOADING, THERE SHALL BE NO GLASS BREAKAGE, PERMANENT   DAMAGE TO FASTENERS, HARDWARE PARTS, OR ANY OTHER   DAMAGE WHICH CAUSES THE DOOR TO BE INOPERABLE.   THE MINIMUM TEST SIZES AND MINIMUM DESIGN PRESSURES   SHALL BE AS INDICATED IN TABLE 1714.5.3 .       71) A3.08 & A3.30 DETAIL# 1 BOTH INDICATE THE   INSTALLATION OF FABRIC AWNINGS ON STEEL TUBING, AWNINGS   ARE TO BE COVERED UNDER A SEPARATE PERMIT IF THE   FOLLOWING INFORMATION IS NOT INCLUDED IN THIS PACKAGE:           3105.4.1   DESIGN OF THE FRAMING MEMBERS SHALL NOT BE BASED ON   REMOVAL OR REPOSITIONING OF PARTS, OR THE WHOLE, DURING   PERIODS OF 75 MPH WIND VELOCITY.       3105.4.2   DESIGN OF THE STRUCTURAL FRAMING MEMBERS SHALL BE BASED   ON RATIONAL ANALYSIS, USING THE APPLICABLE WIND LOADS   OF CHAPTER 16 AS SHOWN BELOW:       3105.4.2.1   THE WIND DESIGN LOADS FOR ANY FABRIC OR   MEMBRANE-COVERED STRUCTURE DESIGNED WITH A QUICK   REMOVAL OR BREAKAWAY MEMBRANE OR FABRIC AT WIND   VELOCITIES OF 75 MPH, SHALL BE BASED ON THE FOLLOWING   CRITERIA:   1.MINIMUM WIND VELOCITY OF 3-SECOND WIND GUST 90   MPH   2.IMPORTANCE FACTOR BASED ON LOW HAZARD TO HUMAN   LIFE OF 0.77.   3.EXPOSURE CATEGORY B FOR OR C AS DEFINED IN   CHAPTER 16 .       3105.4.2.2   THE WIND DESIGN LOADS FOR ANY FABRIC OR MEMBRANE   COVERED STRUCTURE DESIGNED WITH A PERMANENT OR   NONREMOVABLE FABRIC OR MEMBRANE, SHALL BE BASED ON THE   FOLLOWING CRITERIA:   1.MINIMUM WIND VELOCITY AS REQUIRED IN CHAPTER 16   .   2.IMPORTANCE FACTOR BASED ON LOW HAZARD TO HUMAN   LIFE OF 0.77.   3.EXPOSURE CATEGORY B OR C AS DEFINED IN CHAPTER   16 .       3105.4.2   THE FABRIC PORTIONS OF AWNINGS FABRIC COVERED FRAMES   SHALL BE SECURELY LACED, TIED OR OTHERWISE FASTENED TO   THE FRAME; NO RAFTER OR FRONT BAR WILL BE PERMITTED IN   POCKETS; AND IN NO CASE SHALL A ROLLING CURTAIN BE   CAUSED TO OPERATE OVER A CANOPY FRAME.       72) A3.30 DETAILS 3 & 4 BOTH INDICATE A RIGID OR SOLID   ROOF SYSTEM, PLANS DO NOT INDICATE WHAT TYPE OF   MATERIALS WILL BE USED. PLEASE PROVIDE DETAIL WITH TYPE   OF FRAMING MEMBERS   TYPE OF FACIA FINISH, CEILING AND TYPE OF ATTACHMENTS?   106.1.2 ADD INFO REQUIRED.       73) A4.01 DETAIL# 4 INDICATES THE USE OF PLYWOOD AS   ROOF SHEATHING AS PART OF THE CABANA ROOFSYSTEM?   TABLE 601.       74) A40.01 CUT SECTION OF THE CABANA, PLEASE PROVIDE A   DETAIL INDICATING THE HEIGHT OF THE SINK AT THE BAR   AREA?       75) A7.01 & A7.02 STAIR 1 & 2FIRST FLOOR BENEATH THE   STAIRS TO COMPLY WITH FAIR HOUSING ANSI 307.4 REDUCED   VERTICAL CLEARANCE WHEN HEADROOM IS LESS THAN 80?.       76) A7.09 DETAIL# 5 REFUSE CHUTE ROOFING DETAIL   INDICATES THE USE OF PLYWOOD SHEATHING, SEE TABLE 601.       77)A8.03 DETAIL 6 PLEASE CORRECT THE CODE REFERENCE   TO THE CODE SECTION FOR FIRE TREATED WOOD AND THE CODE   REFERENCE.       78) A8.03 DETAILS 3,4,5,8&9 ALL REQUIRE FIRE RETARDANT   TREATED PLYWOOD: 803.4.2 SET-OUT CONSTRUCTION. WHERE   WALLS AND CEILINGS ARE REQUIRED TO BE OF   FIRE-RESISTANCE-RATED OR NONCOMBUSTIBLE CONSTRUCTION   AND WALLS ARE SET OUT OR CEILINGS ARE DROPPED DISTANCES   GREATER THAN SPECIFIED IN SECTION 803.4.1 , CLASS A   FINISH MATERIALS SHALL BE USED EXCEPT WHERE INTERIOR   FINISH MATERIALS ARE PROTECTED ON BOTH SIDES BY AN   AUTOMATIC SPRINKLER SYSTEM OR ATTACHED TO   NONCOMBUSTIBLE BACKING OR FURRING STRIPS INSTALLED AS   SPECIFIED IN SECTION 803.4.1 . THE HANGERS AND ASSEMBLY   MEMBERS OF SUCH DROPPED CEILINGS THAT ARE BELOW THE   MAIN CEILING LINE SHALL BE OF NONCOMBUSTIBLE MATERIALS,   EXCEPT THAT IN TYPE III AND V CONSTRUCTION,   FIRE-RETARDANT-TREATED WOOD SHALL BE PERMITTED. THE   CONSTRUCTION OF EACH SET-OUT WALL SHALL BE OF   FIRE-RESISTANCE-RATED CONSTRUCTION AS REQUIRED   ELSEWHERE IN THIS CODE.       79)A8.05 EXTERIOR SOFFITS, VARIOUS DETAILS INDICATE   THE SOFFIT OR DROPPED CEILING, THERE IS NO INFORMATION   ON THE TYPE OF STUDS, SPACING, ATTACHMENT TO DECK ABOVE   OR TYPE OF LATH AND SPACING OF HORIZONTAL FRAMING   MEMBERS IS THE WIRE LATH TIED UP OR SCREWED IN PLACE?   106.1.2 ADDITIONAL INFORMATION REQUIRED.       80) A8.06 DETAIL# 11 INDICATES THE USE OF 5V METAL   CRIMP SIDING DIRECTLY APPLIED TO THE METAL FRAMING,   WHAT TYPE OF BRACING IS TO BE USED? PLEASE PROVIDE THE   PRODUCT APPROVAL   INDICATING THIS IS STRUCTURAL SHEATHING NO SHEATHING   REQUIRED.       81) A8.06 DETAIL# 10 DETAIL INDICATES THE USE OF   PLYWOOD NOT FIRE RATED!       82A)A9.01 VARIOUS DETAILS INDICATE A DESIGN SOUND   TEST NUMBER, PLEASE INDICATE THE SOUND TRANSMISSION   CLASS NUMERICALLY, 1207.2 AIR-BORNE SOUND. WALLS,   PARTITIONS AND FLOOR/CEILING ASSEMBLIES SEPARATING   DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR   SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS   (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) FOR   AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM E   90. PENETRATIONS OR OPENINGS IN CONSTRUCTION ASSEMBLIES   FOR PIPING; ELECTRICAL DEVICES; RECESSED CABINETS;   BATHTUBS; SOFFITS; OR HEATING, VENTILATING OR EXHAUST   DUCTS SHALL BE SEALED, LINED, INSULATED OR OTHERWISE   TREATED TO MAINTAIN THE REQUIRED RATINGS. THIS   REQUIREMENT SHALL NOT APPLY TO DWELLING UNIT ENTRANCE   DOORS; HOWEVER, SUCH DOORS SHALL BE TIGHT FITTING TO   THE FRAME AND SILL.       82B) PLEASE PROVIDE COMPLIANCE WITH SOUND TRANSFERENCE   THROUGH THE FLOOR SYSTEM?   1207.3 STRUCTURE-BORNE SOUND.   FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS OR   BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA   WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION   CLASS (IIC) RATING OF NOT LESS THAN 50 (45 IF FIELD   TESTED) WHEN TESTED IN ACCORDANCE WITH ASTM E 492.       83)A9.01 NOTE # 2 USE OF CEMENTITITOUS BACKER BOARD,   PLEASE PROVIDE THE MANUFACTURERS SPEC THAT A VAPOR   BARRIER WOULD NOT BE REQUIRED?       84) DISCREPANCY BETWEEN A9.01 NOTE# 2 USE OF   CEMENTITITOUS BACKER BOARD AND A2.71 NOTE# 2 FIBERGLASS   BACKER BOARD? PLEASE CORRECT.       85)SHEET A4.01 CABANA RESTROOMS FINISH SCHEDULE IS   ELUSIVE NOTE 5 INDICATES SCHEDULE TO BE ON A2.71 WHICH   IS FOR UNITS ONLY, A2.70 IS THE FINISH SCHEDULE FOR THE   COMMON AREAS BUT THE FINISH SCHEDULE IS NOT FOUND THERE   EITHER. NOTE 8 INDICATES REFERS TO THE INTERIOR DESIGN   PACKAGE, WHERE?   85A) WALL TYPES & THICKNESS   85B) CEILING TYPES & THICKNESS   85C) ARETHE CEILINGS DROPPED IN ANY AREAS   NOTE:2509.1 WET AREAS.   SHOWERS AND PUBLIC TOILET WALLS SHALL CONFORM TO   SECTIONS 1210.2 AND 1210.3 .   2509.3 LIMITATIONS.   WATER-RESISTANT GYPSUM BACKING BOARD SHALL NOT BE USED   IN THE FOLLOWING LOCATIONS:   1.OVER A VAPOR RETARDER IN SHOWER OR BATHTUB   COMPARTMENTS.   2.WHERE THERE WILL BE DIRECT EXPOSURE TO WATER OR   IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY.   3.ON CEILINGS WHERE FRAME SPACING EXCEEDS 12   INCHES (305 MM) O.C. FOR ?-INCH-THICK (12.7 MM)   WATER-RESISTANT GYPSUM BACKING BOARD AND MORE THAN 16   INCHES (406 MM) O.C. FOR 5 / 8 -INCH-THICK (15.9 MM)   WATER-RESISTANT GYPSUM BACKING BOARD.       86) S-1 INDICATES THAT FOUNDATION WORK IN AREAS WILL   COME UP TO THE PROPERTY LINE, SHOW COMPLIANCE WITH   3307.1 PROTECTION OF ADJACENT PROPERTY.       87) ADJACENT TO EXCAVATIONS.   EVERY EXCAVATION ON A SITE LOCATED 5 FEET (1524 MM) OR   LESS FROM THE STREET LOT LINE SHALL BE ENCLOSED WITH A   BARRIER NOT LESS THAN 6 FEET (1829 MM) HIGH. WHERE   LOCATED MORE THAN 5 FEET (1524 MM) FROM THE STREET LOT   LINE, A BARRIER SHALL BE ERECTED WHEN REQUIRED BY THE   BUILDING OFFICIAL. BARRIERS SHALL BE OF ADEQUATE   STRENGTH TO RESIST WIND PRESSURE AS SPECIFIED IN   CHAPTER 16 .           88) WHILE UNDER CONSTRUCTION A STANDPIPE SHALL MEET THE   REQUIREMENTS OF: 3311.1 WHERE REQUIRED.BUILDINGS FOUR   STORIES OR MORE IN HEIGHT SHALL BE PROVIDED WITH NOT   LESS THAN ONE STANDPIPE FOR USE DURING CONSTRUCTION.   SUCH STANDPIPES SHALL BE INSTALLED WHERE THE PROGRESS   OF CONSTRUCTION IS NOT MORE THAN 40 FEET (12 192 MM) IN   HEIGHT ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT   ACCESS. SUCH STANDPIPE SHALL BE PROVIDED WITH FIRE   DEPARTMENT HOSE CONNECTIONS AT ACCESSIBLE LOCATIONS   ADJACENT TO USABLE STAIRS. SUCH STANDPIPES SHALL BE   EXTENDED AS CONSTRUCTION PROGRESSES TO WITHIN ONE FLOOR   OF THE HIGHEST POINT OF CONSTRUCTION HAVING SECURED   DECKING OR FLOORING.       89) S-8 INDICATES A TABLE OF CONCRETE COVERAGE HOW DOES   THIS TABLE COMPLY WITH TABLE   601 THE HOUR RATINGS FOR STRUCTURAL FRAMES COLUMNS,   GIRDERS OR BEAMS, FLOOR AND ROOF SLABS?       90) 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.       A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A   RESULT OF THE ADDITIONAL INFORMATION REQUESTED   ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF   THIS REVIEW.       102.1* WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS   OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF   CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST   RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT   BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC   REQUIREMENT, THE SPECIFIC   REQUIREMENT SHALL BE APPLICABLE.       BUILDING PLAN REVIEW   JIM WITMER C. B. O.   BUILDING PLAN REVIEW II       TEL: (561)805-6715   FAX: (561)659-8026   E-MAIL: [email protected] Review Stop E ELECTRICAL Rev No 2 Status F Date 2007-07-09 Cont ID   Sent By dpalmer Date 2007-07-09 Time 19:52 Rev Time 0.00 Received By dpalmer Date 2007-07-07 Time 19:15 Sent To I Notes 2007-07-09 19:52:34 2007-07-09 19:52:34           **** UNSAT2RDREVIEW ****       *** DATURA & OLIVE ***           ** PLEASE SEE THERE ARE STILL SEVERAL ITEMS FROM THE   PREVIOUS REVIEW WHICHIS STILL IN NEED OF ADDRESSING.       ** PLEASE SEE THERE ARE SOME NEW COMMENTS BASED ON   CHANGES, REVISIONS NOW MADE TO PLANS WHICH WERE NOT ON   PREVIOUS REVIEWED PLANS.   PLEASE ALSO SEE NEW NOTES.       ** PLEASE KNOW THAT AS SOME INFORMATION HAS NOT BEEN   SUBMITTED FOR REVIEW YET THERE MAY VERY WELL BE NEW   COMMENTS ON THE NEXT REVIEW.       ** PLEASE KNOW THAT ANY REFERENCE TO THE FBC CHAPTER 1   IN THE PLAN REVIEW COMMENTS CAN BE FOUND IN THE   ADMINISTRATIVE SECTION OF THE 2004 FBC AS ADOPTED BY   THE CITY OF WEST PALM BEACH.           1) NOTE: PLEASE SEE THE LETTER SUBMITTED BY MR. ROBERT   SWEDROE FOR SIGNATURE VERIFICATION NEEDS TO BE   NOTARIZED CORRECTLY PER FS 117.05.   THIS WAS IN NOTE #5 FROM PREVIOUS REVIEW.   PLEASE SEE THIS SECTION OF THE FS WHICH CONTAINS   INFORMATION ON WHAT IS REQUIRED FOR NOTARY STATEMENT(S)   ETC.       2) NOTE: PLEASE SEE FBC 2004 W/ 2006 FOR THE FLORIDA   ENERGY CODE AND RELEVANT CODES FOR THIS BUILDING.   PLEASE SEE THERE IS INFORMATION NOT YET PROVIDED FOR   LIGHTING CONTROLS.   PLEASE SEE MISSING MAXIMUM TIMES ON OS TYPE DEVICES.   PLEASE SEE THE ENERGY CALCULATIONS DO NOT CORRELATE   WITH THE PLANS COMPLETELY. PLEASE SEE THE FIXTURE   LEGEND AND ENERGY CALCULATIONS FOR WATTAGE, TYPE AND   CONTROLS. PLEASE SEE IT IS NOT POSSIBLE FOR THE   LIGHTING CONTROL METHODS TO BE SHOWN AS *MANUAL ON/OFF*   WHEN MANY OF THESE ARE IN FACT AUTOMATED CONTROLS.   PLEASE SEE THE ENERGY CALCULATIONS WOULD ACTUALLY BE   MORE DETAILED FOR AREAS IN WHICH THESE LUMINARIES ARE   LOCATED, THE NUMBER OF LUMINARIES, TYPES ETC. PLEASE   SEE THE SUMMARY SHEETS AND INPUT DATA REPORTS DO NOT   INDICATE ANY EXTERIOR LIGHTING. HOW IS THIS POSSIBLE   WHEN THE PLANS CONTAIN NUMEROUS EXTERIOR LIGHT   FIXTURES? 13-415.ABC.2, 13-415.1.ABC.1.4,   13-415.ABC.1.3.   PLEASE SEE 13-415.1.AB.1, 13-415.1.A, AND 13-415.2       ** PLEASE SEE THE OWNER AGENT WAS NOT SIGNED ON THE   CERTIFICATION SHEETS OF ENERGY CALCULATIONS.       ** PREVIOUS REVIEW NOTE **   PLEASE SEE THERE ARE AREAS WHICH DO NOT SHOW LIGHTING   CONTROLS AS REQUIRED PER 13-415.1.ABC.1.1, .1.2 AND   .1.3.   PLEASE SEE THAT THE ENERGY CALCULATIONS DO NOT INDICATE   AUTOMATED CONTROLS FOR LIGHTING. SHOWS MANUAL ON/OFF   FOR CONTROL METHODS.   PLEASE SEE 13-415.2 FOR PERFORMANCE OF INTERIOR   LIGHTING.   PLEASE PROVIDE INFORMATION IN DETAIL FOR THIS. PLEASE   SEE THE LIGHTING SHOWN ON PLANS DOES NOT CORRELATE WITH   THE ENERGY CALCULATIONS.   PLEASE SEE ALL OF THE REVISED CHAPTER 13 ITEMS ALONG   WITH THE EXISTING IN THE 2004.       3) NOTE:PLEASE SUBMIT THE MANUFACTURE'S SPECS/CUT   SHEETS FOR THE FOLLOWING.FIRE PUMP, FIRE PUMP   CONTROLLER, GENERATOR, ATS, FUEL TANK(S).   PLEASE KNOW ANY OTHER EQUIPMENT SPECS MAY BE REQUESTED   FROM OTHER TRADES.   PLEASE SEE ONLY ONE COPY OF THE GENERATOR SPECS/CUT   SHEETS WAS SUBMITTED. NO OTHER SHEETS FOR ANY OTHER   EQUIPMENT ETC. THIS WAS REQUESTED ON PREVIOUS NOTE #8.   110.3, 90.7.   FBC 106.1.2       4) NOTE: PLEASE CLARIFY THE NEW SPECS WHICH INDICATES   THE GENERATOR AS BEING *BI-FUEL*. THIS SEEMS AS THIS IS   INSTALLING AN AFTERMARKET PRODUCT ON THE GENERATOR   UNIT. THISIS A LIFE SAFETY/EMERGENCY SYSTEMS AND   LEGALLY REQUIRED GENERATOR AND ANY ALTERATION OF   EQUIPMENT WITH AFTER MARKER PRODUCTS WILL VOID EPA   CERTIFICATIONS, ANY LISTING STANDARD AND POSSIBLY   WARRANTY OF UNIT.   PLEASE KNOW THE WARRANTY IS NOT AN ISSUE FOR THE AHJ   HOWEVER ANY VOIDING OF EPA AND LISTING STANDARD IS NOT   PERMITTED PER 110.3.   ** PLEASE SEE NOTES WITH RESPECT TO FUEL CONSUMPTION.       5) NOTE: PLEASE SEE THE FUEL CONSUMPTION MAY NOT BE   BASED ON THE USE OF NATURAL GAS. ANY LEGALLY REQUIRED,   OR EMERGENCY/LIFE SAFETY SYSTEM MAY NOT DEPEND ON THE   UTILITY.   PLEASE SEE 701.11B3.   PLEASE SEE THE TIME OF 100% IS BASED ON THE MINIMUM   TIMES AS REQUIRED IN NFPA-110, NFPA-101 AND NFPA-20.   THE OTHER RUNNING TIMES FOR LOADS REQUIRED UNDER THE   NEW HOUSE BILL 7121 IS THAT OF THE OTHER LEGALLY   REQUIRED LOADS.   PLEASE ADJUST CALCULATIONS.       6) NOTE: PLEASE CORRELATE PLANS FOR ON-SITE FUEL.   PLEASE SEE THE PLANS REFERENCE TO SEE *P* SHEETS FOR   FUEL PIPING ETC HOWEVER THE *P* SHEET P.3.04 SHOWS A   NOTE #27 WHICH INDICATES 500 GALLON DAY TANK, YET RISER   SHOWS A 50 GALLON DAY TANK. PLEASE SEE THE OTHER SHEETS   IN ELECTRICAL PLANS CONTAIN A NOTE AND INFORMATION FOR   THIS SAME TANK AS 500 GALLONS.   PLEASE COORDINATE ALL INFORMATION.   PLEASE SEE NOTE #5 ABOVE WITH RESPECT TO THE FUEL   CONSUMPTION AS THE SUMMARY ON THE RISER SHEET E4.01   STATES 1500 GALLONS OF FUEL PROVIDED. HOW IS THIS   POSSIBLE WHEN THE PLANS INDICATE 2000 GALLONS OF FUEL?   ** PLEASE SEE COMMENTS FROM OTHER TRADES WITH RESPECT   TO THE TANK, PIPING ETC WHERE DESIGN OF FUEL PIPING   SHOULD BE PART OF THE MECHANICAL PLANS.   PLEASE ALSO SEE COMMENTS WITH RESPECT TO THE SIZE OF   THE TANK AND NEEDING DERM REVIEW, AND STAMPED PLANS FOR   SUBMITTAL.   FBC 106.1.2 FOR COORDINATION.       7) NOTE: PLEASE SEE THE PREVIOUS NOTE #9 REQUESTED   EMERGENCY BACK UP LIGHTS IN SOME OF THE ROOMS LISTED   BELOW, HOWEVER ONLY THE GENERATOR ROOM NEEDED THE 30FT   CANDLE LEVEL.   PLEASE SEE THE NUMBER OF FIXTURES IS NOT PROHIBITED   JUST UNUSUALLY HIGH IN SOME ROOMS.       ** PREVIOUS REVIEW NOTE **   PLEASE SEE THE FOLLOWING LOCATIONS SHALL CONTAIN   EMERGENCY BATTERY BACK UP LIGHTS OF SOME KIND.   GENERATOR ROOM (TO A LEVEL OF 30FT CANDLES), FIRE   COMMAND ROOM, MAIN ELECTRICAL ROOM, METER CENTER ROOMS,   ELEVATOR EQUIPMENT ROOM(S).   PLEASE SEE NEXT NOTE WITH RESPECT TO STAIRS.NFPA-70   110.26, 700.16, 700.12E, NFPA-110 7.3, NFPA-20 5.12.3,   AND .4, NFPA-72 CHAPTER 2 FOR FCRM.       8) NOTE:PLEASE SEE PREVIOUS REVIEW NOTES #10 AND   #21.   PLEASE SEE MANY OF THE BATTERY BACK UP FIXTURES WERE   ADDED TO PLANS HOWEVER THE FIXTURES WHICH WERE ADDED DO   NOT COORDINATE WITH THE PHOTO-METRIC PLANS.   PLEASE SEE OTHER AREAS OF PLANS WHERE LIGHTING LEVELS   WERE NOT ADDED TO EGRESS AREAS OF STAIRS AND PATHS.   PLEASE SEE EXIT STAIRS AROUND POOL AREAS, AND OUTSIDE   THE REAR OF BUILDING.   PLEASE BE SURE ALL LEVELS ARE SHOWN UNDER NORMAL AND   EMERGENCY LEVELS.   PLEASE SEE REAR EXIST STAIRS AND REQUIRED BATTERY BACK   UP FIXTURE OF SOME TYPE WILL BE REQUIRED.       ** PREVIOUS REVIEW NOTE #10**   PLEASE SEE THE STAIRS AS ONE OF THE LIGHTING FIXTURES   ON EACH LEVEL WILL BE REQUIRED TO CONTAIN A BATTERY   BACK UP FIXTURE OF SOME TYPE. PLEASE ALSO PROVIDE THE   MINIMUM PHOTO-METRICS FOR STAIRS UNDER NORMAL AND UNDER   EMERGENCY CONDITIONS.   PLEASE SEE NFPA-101, 7.8., 7.9   ** PREVIOUS REVIEW NOTE # 21   PLEASE PROVIDE THE NORMAL AND EMERGENCY PHOTO-METRICS   FOR ALL EGRESS PATHS. PLEASE KNOW THIS WOULD ALSO   INCLUDE POOL DECK AREAS. ETC   LS 101 7.8, 7.9   FBC 106.1.2       9) NOTE: PLEASE SEE PREVIOUS NOTE #14 AS NO   MANUFACTURES SPECS/CUT SHEETS WERE SUBMITTED FOR   REVIEW.   PLEASE SUBMIT. FBC 106.1.2, NEC 110.3, 90.7   ** PREVIOUS REVIEW NOTE #14 **   PLEASE PROVIDE INFORMATION ON CAR LIFTS AND BE SURE   EQUIPMENT INDICATES LISTING ON EQUIPMENT FROM A NRTL.   110.3, 90.7       10) NOTE: PLEASE SEE PREVIOUS NOTE #16 WHICH REQUESTED   THE REQUIRED HEIGHT OF THE EPSS EQUIPMENT TO BE STATED   ON PLANS FOR MINIMUM ELEVATION OF EQUIPMENT. PLEASE SEE   THE RESPONSE PLACED A NOTE ON PLANS FOR THIS SECTION OF   THE CODE TO BE MET. PLEASE KNOW THAT QUOTING THE CODE   IN LIEU OF DESIGN DETAILS OR SPECIFIC INFORMATION IS   NOT ACCEPTED BY THE FBC.       ** PREVIOUS REVIEW NOTE **   PLEASE PROVIDE ELEVATIONS FOR THE EPSS SYSTEM WHICH   MUST MEET THE ELEVATIONS AS SET-FORTH ON THE 100YEAR   STORM SURGE CHARTS OR *SLOSH* CHARTS PER CHAPTER 7,   7.3.1 NFPA-110.       11) NOTE: PLEASE SEE PREVIOUS REVIEW NOTE #25 WHICH   REQUESTED THE MINIMUM WIND LOADS FOR POLES TO BE STATED   ON PLANS AS WELL AS CALCULATIONS FOR THE POLES SPECIFIC   TO THE INSTALLATION.   PLEASE SEE THE RESPONSE TAKES THE REVIEW TO THE *S*   SHEETS WHICH ONLY STATES THE DESIGNS (FOR PROJECT) ARE   TO BE PER FBC EXPOSURE C ETC YET NO SPECIFIC   INFORMATION WAS LOCATED FOR THESE.   PLEASE PROVIDE MORE INFORMATION.       ** PREVIOUS REVIEW NOTE **   PLEASE PROVIDE WIND LOADS AND INFORMATION FOR SITE/ROOF   TOP POLES WHICH ARE REQUIRED TO MEET FBC 140MPH. THIS   WILL BE REVIEWED ONCE SUBMITTED BY THE STRUCTURAL   REVIEWER. PLEASE KNOW THE EFFECTIVE PROJECTED AREA   (EFA) OF FIXTURE.   FBC 106.1.2       12) NOTE: PLEASE SEE PREVIOUS NOTE #27 WHICH REQUESTED   ALL ROOM AND AREA DESIGNATIONS TO BE PLACED ON PLANS.   PLEASE SEE ONE OF THE MAIN LOCATIONS IS FOR   DETERMINATION OF THE DINING ROOM/AREA CIRCUITING ALONG   WITH OTHER AREAS FO THE LIKE AS STATED IN NEC 210.52B1.   PLEASE SEE 210.11C1 AND 220.52 FOR LOADS AS THESE AREAS   ARE NOT YET CONFIRMED.       ** PREVIOUS REVIEW NOTE **   PLEASE BE SURE TO PROVIDE ALL ROOM AND AREA   DESIGNATIONS ON PLANS. PLEASE KNOW SOME AREA   DESIGNATIONS ARE NEEDED TO DETERMINE ARE USE AND REVIEW   FOR CIRCUITING CODE COMPLIANCE AND USE.   FBC 106.1.2       13) NOTE: PLEASE SEE PREVIOUS REVIEW NOTE #29. PLEASE   SEE THE RESPONSE MENTIONS THE CONDUCTORS WERE ADJUSTED,   HOWEVER BASED ON THE NEC 310.15B2A, 310.16 ETC THE SIZE   OF THE CONDUCTORS FOR SOME OF THE FEEDERS PARTICULARLY   THE FEEDERS TO REL AND RL ARE OF CONCERN. PLEASE SEE   THESE FEEDERS AS SHOWN ARE NOT RATED FOR THE SIZE AND   LOADS AS SHOWN.   PLEASE SEE COMMENTS ALSO WITH RESPECT TO VOLTAGE DROP   ETC WHICH WILL BE ADJUSTED.   240.4, 310.16, ETC       ** PREVIOUS REVIEW NOTE **   PLEASE PROVIDE COMPLETE DE-RATING CALCULATIONS FOR   CONDUITS AND FEEDERS BEING RUN ACROSS ROOF-TOP AREA.   PLEASE KNOW THE TYPE OF ROOF ALONG WITH OTHER FACTORS   WILL HAVE AN AFFECT ON THE TEMPERATURE. PLEASE SEE NEC   310.16, TABLES FOR DE-RATING AND THE NUMBER OF CURRENT   CARRYING CONDUCTORS.   THE FEEDERS AS SHOWN ON RISER AND PANELS FEEDING THESE   OTHER PANELS ARE NOT OF SUFFICIENT SIZE AS SHOWN ON   PLANS.   PLEASE ADJUST.   FBC 106.3.5.1.2, 106.1.2   NEC 215.5, 215.3 ETC       14) NOTE: PLEASE SEE PREVIOUS NOTE #30 WILL REMAIN AS   THE NOTE ABOVE WHICH IS NOW #13 NEEDS ADJUSTMENT TO   PLANS AND FEEDERS.       ** PREVIOUS REVIEW NOTE **   PLEASE PROVIDE VOLTAGE DROP FOR THE SAME FEEDERS AS   NOTED IN NOTE #29.   PLEASE SEE FBC 13-413.ABC.1   PLEASE ALSO PROVIDE WORST CASE VOLTAGE DROP FOR BRANCH   CIRCUITS AND FEEDERS AS ON PLANS FOR LONGEST RUNS.       15) NOTE: PLEASE SEE PREVIOUS NOTE #31. PLEASE SEE THE   RESPONSE MENTIONS THAT A SMOKE DETECTOR DETAIL WAS   ADDED TO FA SHEET. PLEASE SEE THERE MUST HAVE BEEN SOME   MISCOMMUNICATION ON THE PREVIOUS REVIEW NOTE. PLEASE   SEE THE DEVICES AS STATED AND SHOWN ON PLANS WOULD   ACTUALLY BE SMOKE ALARMS.   PLEASE SEE THE PLANS AND NOTES EVEN STATE THE DEVICES   WILL INTERCONNECT AND SOUND AN ALARM FOR ALL DEVICES   INSIDE UNIT. THIS MAKES THE DEVICE WHICH ARE SHOWN AS   SD (SMOKE DETECTORS) ACTUALLY SA (SMOKE ALARMS). THIS   WAS CONFIRMED LAST YEAR AT THE NFPA PANEL SECTION   MEETING AS THE GENERAL ACCEPTED USE OF SD FOR SMOKE   DETECTORS HAS BEEN ACCEPTED WHEN IN FACT THESE DEVICES   SHOULD HAVE BEEN SA FOR SMOKE ALARMS. PLEASE ADJUST   PLANS.   PLEASE SEE IF THESE WERE INDEED *SMOKE DETECTORS* THESE   WOULD REQUIRE OTHER EQUIPMENT ETC.       ** PREVIOUS REVIEW NOTE **   PLEASE SEE NFPA-72, FBC FOR THE DEFINITIONS OF SMOKE   DEVICES. PLEASE DETERMINE IF THESE ARE INDEED DEVICES   WHICH ONLY DETECT AND DO NOT SOUND.   IF DEVICES DETECT AND ONLY PROVIDE SIGNALING TO   HORN/SIREN DEVICES THEN THESE WOULD BE SD/ SMOKE   DETECTORS.   IF DEVICES ARE 120V BATTERY BACK AS SHOWN ON PLANS   WHICH DETECT AND SOUND, THEN THESE DEVICES WOULD BE   CONSIDERED SA/ SMOKE ALARMS.   PLEASE ADJUST PLANS.   NFPA-72 11.5.1.1, 11.8.3       16) NOTE: PLEASE SEE PREVIOUS NOTE #35 FOR ADJUSTMENT   OF THE NOTES FOR SMOKE DEVICES AND PLACEMENT.       ** PREVIOUS REVIEW NOTE **   PLEASE INCLUDE NOTE ON PLANS FOR PLACEMENT OF SA/SD   DEVICES PER NFPA-72 2002 11.5.1.1, 11.8.3       17) NOTE:PLEASE CLARIFY RESPONSE TO COMMENT #38 FORM   PREVIOUS REVIEW. THE NOTE WAS FOR ARC FAULT PROTECTION   REQUIRED AND THE RESPONSE STATES ONLY BEDROOMS AND THE   BATHROOM IS NOT INCLUDED? PLEASE SEE THE PREVIOUS   COMMENT DID NOT REQUEST FOR BATHROOMS TO BE INCLUDED.   THIS IS TO CLARIFY NOTE MADE.       ** PREVIOUS REVIEW NOTE **   PLEASE SEE THAT ARC FAULT IS REQUIRED FOR ALL OUTLETS   INCLUDINGRECETPS, LTS, FANS AND SMOKE ALARMS. PLEASE   SEE 210.12.       18) NOTE: PLEASE SEE PREVIOUS NOTE #42 WHICH REQUESTED   FOR COORDINATION FO ALL CIRCUITS WITH THE PANEL   SCHEDULES. PLEASE SEE 408.4. PLEASE SEE THE FOLLOWING   TEXT IS EXTRACTED FROM THE NEC COMMENTARY AS THE USE OF   GENERAL LIGHTING AND GENERAL RECEPTACLES ETC IS NOT   PERMITTED. THIS IS PART OF THE REASON FOR COMMENT   NUMBER 12 ABOVE.   *   SECTION 408.4 WAS REVISED FOR THE 2005 CODE TO REQUIRE   THAT THE IDENTIFICATION FOR EVERY CIRCUIT SUPPLIED BY A   PANELBOARD OR SWITCHBOARD BE LEGIBLE AND CLEARLY STATE   THE SPECIFIC PURPOSE FOR WHICH THE CIRCUIT IS USED.   CIRCUITS USED FOR THE SAME PURPOSE MUST BE IDENTIFIED   AS TO THEIR LOCATION. FOR EXAMPLE, SMALL APPLIANCE   BRANCH CIRCUITS CAN SUPPLY OUTLETS IN THE KITCHEN,   DINING ROOM, AND KITCHEN COUNTERTOPS. IDENTIFYING THE   CIRCUITS AS SMALL APPLIANCE BRANCH CIRCUITS IS NOT   ACCEPTABLE; INSTEAD, THEY SHOULD BE IDENTIFIED AS   ``KITCHEN WALL RECEPTACLES,'' ``DINING ROOM FLOOR   RECEPTACLE,'' OR ``KITCHEN COUNTERTOP RECEPTACLES LEFT   OF SINK.'' CIRCUIT DIRECTORIES CONTAINING MULTIPLE   ENTRIES WITH ONLY ``LIGHTS'' OR ``OUTLETS'' DO NOT   PROVIDE THE SUFFICIENT DETAIL REQUIRED BY THIS   SECTION.*   PLEASE ADJUST CIRCUITING TO BE SPECIFIC TO ALL ROOMS   AND AREAS.       ** PREVIOUS REVIEW NOTE **   PLEASE COMPLETE ALL CIRCUITING ON PLANS AND CORRELATE   WITH THE PANEL SCHEDULES AND OTHER CIRCUITS ON PLANS.   PLEASE SEE THAT MOST OF THE CIRCUITS ARE SHOWN HOWEVER   SEE REDLINED PLANS AND SEE 9, L8, L9 FOR SOME   EXAMPLES.   408.4, 310.16, 240.4.   FBC 106.1.2       19) NOTE: PLEASE SEE THIS IS A NEW NOTE. PLEASE SEE   210.4B AS ALL CIRCUITS ON PANEL WHICH CONTAINS BREAKERS   FEEDING THE SAME YOKE ON MULTI-WIRE BRANCH CIRCUITS   REQUIRES A 2-POLE BREAKER. PLEASE ADJUST PANEL   SCHEDULE.       20) NOTE: PLEASE SEE PREVIOUS COMMENT #46. PLEASE SEE   THE NOTE WAS MIS-TYPED WHICH SHOULD HAVE READ ( PLEASE   PROVIDE ALL GENERATOR, ATS, FIRE PUMP AND FIRE PUMP   CONTROLLER INFORMATION ON THE PLANS.   FBC 106.3.5.1.2       ** PREVIOUS REVIEW COMMENTS **   PLEASE PROVIDE ALL GENERATOR, ATS, FIRE PUMP, FIRE   PUMP CONTROLLER ON PLANS.   FBC 106.3.5.1.2       21) NOTE:PLEASE COORDINATE THE FIRE PUMP SIZE AND   LOAD. PLEASE SEE NEC 430 TABLES AND THE LOAD SHOWN ON   THE RISER LOAD SUMMARY.   FBC 106.1.2       22) NOTE: PLEASE SEE THE FEEDERS FROM THE MAIN   ELECTRICAL ROOM RUNNING TO THE EAST ARE BEING SHOWN   GOING THROUGH THE FIRE RATED EXIT CORRIDOR WHICH IS NOT   PERMITTED. PLEASE SEE THIS IS A BUILDING CODE COMMENT.   FBC 1019.1.2       23) NOTE: PLEASE SEE RISER NOW HAS COMPLETED THE   EQUIPMENT FOR MOST THE RETAIL SERVICE.   PLEASE SEE THE RISER STILL SHOWS THIS AS MAIN #6, WHEN   THE MAIN ELECTRICAL ROOM, LOAD SUMMARY ETC INDICATES   THIS AS MAIN #5 WHICH IT IS.   PLEASE ADJUST.   230.2E       24) NOTE: PLEASE SEE THE LOAD SUMMARY FOR THE RETAIL IS   NOT COMPLETE FOR SPACE/RETAIL #5.       25) NOTE: PLEASE SEE THE RISER DOES NOT GIVE ANY   INFORMATION FOR NEW MAIN WHICH FEEDS TO NEW R5. PLEASE   SEE NO OCP, SIZE, VOLTAGE, AIC RATINGS ETC IS SHOWN.   PLEASE INCLUDE THE TAPPED FEEDERS FROM THE GUTTER AS   NONE SHOWN ON RISER.   PLEASE COMPLETE.   230.70, 240, 240.21, 310.16,110.9 ETC.       26) NOTE: PLEASE COMPLETE CIRCUITING ON PLANS FOR   RETAIL UNIT AND CORRELATE WITH THE PANEL SCHEDULE.   EXAMPLE: A/C SYSTEM AND EQUIPMENT.       27) NOTE: PLEASE SEE MISSING WALL FOR THIS SAME RETAIL   #5 WHERE THERE ARE RECEPTACLES SHOWN AT THE EAST SIDE   HOWEVER NO WALL IS PRESENT.   FBC 106.1.2       28) NOTE: PLEASE SEE THE EXIT LIGHT IN THIS RETAIL   SPACE IS BEING SHOWN ON THE HOUSE PANEL WHICH SHOULD BE   CIRCUITED PER 700.12F OF THE NEC.       29) NOTE: PLEASE SEE MISSING SIGN CIRCUIT PER 600.5 AND   LOAD REQUIRED FOR SIGN CIRCUIT.       30) NOTE: PLEASE SEE MISSING SHOW WINDOW RECEPTACLES   PER 210.62, LOADS PER 220.53 ETC.   PLEASE COMPLETE.       31) NOTE: PLEASE SEE THE OTHER FUTURE RETAIL SPACES   WILL BE REQUIRED TO CONTAIN A MINIMUM LIGHT FIXTURE AND   CONTROL.THIS WILL BE REQUIRED BY THE FIRE MARSHAL.   PLEASE SEE LS 101 7.8. PLEASE SEE DEPENDING ON THE SIZE   OF THE SPACE,AND FIRE MARSHAL REVIEW A BATTERY BACK   UP LIGHT MAY BE REQUIRED. PLEASE SEE FBC   13-415.1.ABC.1.1 AND .1.2 FOR AUTOMATED LIGHTING   CONTROLS REQUIRED.   PLEASE ADJUST PLANS. PLEASE BE SURE TO DELETE EXIT LT   FROM RETAIL #5.       32) NOTE: PLEASE SEE THE LOADS ON RDP ARE NOT COMPLETED   AND PLEASE CORRELATE WITH THE SUMMARY ON E4.01. NEC   220.       33) NOTE: PLEASE SEE PREVIOUS REVIEW WHICH REQUESTED   FOR ALL CONTINUOUS LOADS TO BE SHOWN AT 125%. PLEASE   SEE DUE TO SOME OF THE COMMENTS ABOVE THE NOTE REMAINS   AND ADJUSTMENTS WILL BE NEEDED.   PLEASE ALSO SEE THE ALL CONTINUOUS LOADS WHICH ARE THAT   AS DEFINED AT 3 OR MORE HOURS ARE TO BE FIGURED. PLEASE   SEE THIS WOULD INCLUDE MOTOR LOADS SUCH AS POOL PUMPS   ETC.   215.3, 230.42 ETC,.       ** PREVIOUS REVIEW NOTE **   PLEASE INDICATE ALL CONTINUOUS LOADS AND LARGEST MOTOR   LOADS AT 125% ON EACH PANEL AND THEN FOR THE SERVICE   LOADS.   230.42, 215.3 ETC.   PLEASE SHOW IN LOAD CALCULATIONS       34) NOTE: PLEASE SEE THE ELEVATOR ROOM LAYOUT OF   DISCONNECTS DO NOT SEEM TO MEET 110.26 BASED ON THE   SCALE ON PLANS.   PLEASE ADJUST.       35) NOTE: PLEASE SEE THE RESPONSE FOR PREVIOUS NOTE #   18 MENTIONS TO SEE LETTER FROM MR. STEVEN FELLER PE.   PLEASE SEE THAT NO LETTER IN THE SUBMITTED PACKAGE AND   SUPPORTING DOCUMENTS COULD LOCATE ANY LETTER FOR A   RESPONSE.   THIS PREVIOUS NOTE WAS FOR THE MENTIONED HOUSE BILL   7121 AND REQUIRED FUEL.   PLEASE CLARIFY.       36) NOTE: PLEASE KNOW ALL LOW VOLTAGE SYSTEMS ASSHOWN   ON PLANS ARE REQUIRED TO BE UNDER SEPARATE PERMITS.   PLEASE SEE THE CATV, PHONE, CAMERAS AS SHOWN MAY BE ON   ONE PERMIT AND MAY REFERENCE BACK TO THESE PLANS   HOWEVER THE VALUE AND PERMIT FEES FOR THIS SCOPE OF   WORK WILL BE REQUIRED TO BE SEPARATE.   PLEASE SEE THE LOW VOLTAGE FOR FIRE ALARM WILL REQUIRE   SEPARATE PLANS FOR PERMITTING.   PLEASE SEE THAT ANY LOW VOLTAGE SECURITY/BURGLAR ALARMS   SYSTEMS IS SEPARATE PERMIT AS THESE SYSTEMS ARE   REPORTED THROUGH THE POLICE DEPT.   ** THIS NOTE WAS GIVEN FOR INFORMATIONAL PURPOSE AND NO   CHANGES ARE NEEDED TO PLANS.       37) NOTE: PLEASE SEE AS SOME COMMENTS ARE REPEATED FROM   PREVIOUS REVIEW, PLEASE SEE COPY OF FS 553.80(2)(B) IS   GIVEN AS A NOTICE ONLY AT THIS TIME.       ** PLEASE KNOW AS THERE ARE SOME ITEMS NOT YET   SUBMITTED FOR REVIEW, THERE ARE ITEMS WHICH CAN NOT BE   REVIEWED AT THIS TIME.           * ** 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.   ** PLEASE BE SURE TO SEE ANY COMMENTS FROM OTHER TRADES   WHICH MAY AFFECT ELECTRICAL PLANS AND DESIGN CHANGES.       DEWEY PALMER   ELECTRICAL PLAN REVIEW II   CONSTRUCTION SERVICES DEPT.   CITY OF WEST PALM BEACH   561-805-6717   [email protected] 2007-07-09 07:29:45 2007-07-09 07:29:45   REVIEW IN PROGRESS 2007-07-07 19:16:47 2007-07-07 19:16:47   ON ROLL OF ELECTRICAL AN ARCHITECTURAL IN ELEC FOR   REVIEW. REMOVED FROM INCOMING AND WILL BE RETURNED TO   INCOMING WAITING FOR COMM BOARD ONCE ELECTRICAL REVIEW   IS COMPLETED. Review Stop E ELECTRICAL Rev No 1 Status F Date 2007-03-22 Cont ID   Sent By dpalmer Date 2007-03-22 Time 19:42 Rev Time 0.00 Received By dpalmer Date 2007-03-11 Time 13:21 Sent To   Notes 2007-03-22 19:47:31 2007-03-22 19:47:31       ****** UNSAT ******           *** DATURA & OLIVE ***       ** PLEASE KNOW THAT AS SOME INFORMATION HAS NOT BEEN   SUBMITTED FOR REVIEW YET THERE MAY VERY WELL BE NEW   COMMENTS ON THE NEXT REVIEW.       ** PLEASE KNOW THAT ANY REFERENCE TO THE FBC CHAPTER 1   IN THE PLAN REVIEW COMMENTS CAN BE FOUND IN THE   ADMINISTRATIVE SECTION OF THE 2004 FBC AS ADOPTED BY   THE CITY OF WEST PALM BEACH.           1) NOTE: PLEASE KNOW THAT ANY PERMIT APPLICATIONS WHICH   ARE SUBMITTED AFTER DECEMBER 8TH, 2006 PLACES PROJECTS   UNDER THE NEW CODES ADOPTED BY THE STATE.   PLEASE SEE THAT THIS SHALL INCLUDE 2006 REVISIONS TO   THE 2004 FBC FOR ALL TRADES AND THE 2005 NFPA-70.   PLEASE KNOW THERE ARE CHANGES IN THE FBC WHICH MAY   AFFECT DESIGNS FOR ALL TRADES.   PLEASE LIST THE FOLLOWING ON ELECTRICAL SHEETS FOR THIS   REVIEWER AT A MINIMUM.   2004 FBC W/ 2006 REVISIONS.   2005 NFPA-70   2002 NFPA-72   2003 NFPA-101   2003 NFPA-20   2002 NFPA-110   ** SOME OP THESE CODES MAY BE PRESENT ON PLANS HOWEVER   PLEASE SEE PLANS FOR ELECTRICAL AS THERE ARE SEVERAL   CODE SECTIONS WHICH ARE REFLECTED ON PLANS FROM THE   PREVIOUS CODES AND ANY NEW CODE SECTIONS SHOULD BE   REFLECTED.       2) NOTE: PLEASE SEE THE ARCHITECTURAL FIRM TITLE BLOCKS   ARE MISSING INFORMATION AS REQUIRED PER FLORIDA   ADMINISTRATIVE CODE 61G1-16.004 AS REQUIRED UNDER   FLORIDA STATUTES 481.219       3) NOTE: PLEASE SEE LANDSCAPE PLANS WHICH CONTAIN A   *RUBBER STAMP* FOR THE REQUIRED ORIGINAL SIGNATURE.   THIS IN PROHIBITED UNDER FS 481.221 AND MUST BE AN   ORIGINAL SIGNATURE AND DATE.       4) NOTE: PLEASE SEE THE SHEETS WHICH ARE DONE BY STEVEN   FELLER SHALL CONTAIN THE LEGAL SIGNATURE OF THE   INDIVIDUAL AS RECOGNIZED, ON FILE, AND ON RECORD BY   THIS OFFICE. PLEASE SEE FS 471.025 AND FAC 61G15-23.002   WHICH REQUIRES ALL DOCUMENTS TO CONTAIN THE ORIGINAL   SIGNATURE, DATE AND SEAL.   PLEASE SEE OTHER DOCUMENTS SUBMITTED AS THESE ARE ALSO   NOT SIGNED WITH SIGNATURE FROM THE ENGINEER OF RECORD   KNOWN TO THIS OFFICE.   PLEASE KNOW THAT THIS OFFICE HAS GIVEN NOTICE ON   SEVERAL OCCASIONS FOR THIS SAME ISSUE AND PLANS MAY BE   RETAINED BY THIS OFFICE FOR REVIEW FROM THE FLORIDA   BOARD OF PROFESSIONAL ENGINEERS.       5) NOTE: PLEASE KNOW THAT ALL PLANS SHALL CONTAIN   ORIGINAL SIGNATURES, DATES AND RAISED SEALS FROM ALL   DESIGN PROFESSIONALS. PLEASE SEE THE ARCHITECTURAL   SHEETS SEEMED TO BE *SIGNED* WITH INITIALS, AND ARE NOT   DATED. IF THIS IS INDEED THE LEGAL SIGNATURE OF THE   DESIGN PROFESSIONAL, PLEASE SUBMIT A SIGNED, DATED AND   SEALED LETTER FOR SIGNATURE VERIFICATION. (FS 471.025,   481.221) THIS WILL BE PLACED IN OUR SIGNATURE FILE FOR   FUTURE REFERENCE.   PLEASE BE SURE LETTER IS PROPERLY NOTARIZED PER FS   117.05 FOR NOTARIES.       6) NOTE: PLEASE SEE FBC 2004 W/ 2006 FOR THE FLORIDA   ENERGY CODE AND RELEVANT CODES FOR THIS BUILDING.   PLEASE SEE THERE ARE AREAS WHICH DO NOT SHOW LIGHTING   CONTROLS AS REQUIRED PER 13-415.1.ABC.1.1, .1.2 AND   .1.3.   PLEASE SEE THAT THE ENERGY CALCULATIONS DO NOT INDICATE   AUTOMATED CONTROLS FOR LIGHTING. SHOWS MANUAL ON/OFF   FOR CONTROL METHODS.   PLEASE SEE 13-415.2 FOR PERFORMANCE OF INTERIOR   LIGHTING.   PLEASE PROVIDE INFORMATION IN DETAIL FOR THIS. PLEASE   SEE THE LIGHTING SHOWN ON PLANS DOES NOT CORRELATE WITH   THE ENERGY CALCULATIONS.   PLEASE SEE ALL OF THE REVISED CHAPTER 13 ITEMS ALONG   WITH THE EXISTING IN THE 2004.       7) NOTE: PLEASE SEE THAT THE MAIN ELECTRICAL ROOM AND   ELECTRICAL EQUIPMENT LOCATED IN THE GENERATOR ROOM   SHALL BE GONE OVER WITH THE FIRE MARSHAL'S OFFICE.   PLEASE SEE AT THIS TIME, DIRECT ACCESS TO THE MAIN   ELECTRICAL ROOM THROUGH ANY RATED CORRIDOR, OR DIRECT   DOOR ACCESS IS NOT SHOWN AT THIS TIME AND FURTHER   REVIEW WILL BE NEEDED. PLEASE SEE THE LOCATION OF THE   EDP WILL ALSO BE NOTED IN LATER NOTES FOR THE LOCATION   OF CONTROL OF EM LOADS IN THE EVENT OF AN EMERGENCY.   ACCESS AND LOCATION OF THIS EQUIPMENT SHOULD BE   CONSIDERED AS DURING AN EVENT; ANY FIRE DEPARTMENT   PERSONNEL MUST ACCESS ROOM AND CONTROL EQUIPMENT WHILE   THE GENERATOR IS RUNNING AT CAPACITY. THE NOISE,   LOCATION, HEAT, FUEL AND DISTRACTIONS COULD CREATE A   HAZARD TO THESE PERSONS AND NOT BEING ABLE TO CONTROL   ITEMS IN ORDER ETC. PLEASE CALL TO GO OVER THESE   LOCATIONS ONCE ALL REVIEWS ARE DONE. THIS OFFICE WILL   CONSULT WITH THE FM OFFICE AT A LATER DATE. NFPA-110   7.2       8) NOTE: PLEASE SUBMIT THE MANUFACTURE'S SPECS/CUT   SHEETS FOR THE FOLLOWING.FIRE PUMP, FIRE PUMP   CONTROLLER, GENERATOR, ATS, FUEL TANK(S).   PLEASE KNOW ANY OTHER EQUIPMENT SPECS MAY BE REQUESTED   FROM OTHER TRADES.   110.3, 90.7.   FBC 106.1.2       9) NOTE: PLEASE SEE THE FOLLOWING LOCATIONS SHALL   CONTAIN EMERGENCY BATTERY BACK UP LIGHTS OF SOME KIND.       GENERATOR ROOM (TO A LEVEL OF 30FT CANDLES), FIRE   COMMAND ROOM, MAIN ELECTRICAL ROOM, METER CENTER ROOMS,   ELEVATOR EQUIPMENT ROOM(S).   PLEASE SEE NEXT NOTE WITH RESPECT TO STAIRS.NFPA-70   110.26, 700.16, 700.12E, NFPA-110 7.3, NFPA-20 5.12.3,   AND .4, NFPA-72 CHAPTER 2 FOR FCRM.       10) NOTE: PLEASE SEE THE STAIRS AS ONE OF THE LIGHTING   FIXTURES ON EACH LEVEL WILL BE REQUIRED TO CONTAIN A   BATTERY BACK UP FIXTURE OF SOME TYPE. PLEASE ALSO   PROVIDE THE MINIMUM PHOTO-METRICS FOR STAIRS UNDER   NORMAL AND UNDER EMERGENCY CONDITIONS.   PLEASE SEE NFPA-101, 7.8., 7.9       11 NOTE: PLEASE PROVIDE NOTES FOR FAIL SAFE OPERATION   OF GATES/DOORS WHICH MAY NOT INTERFERE WITH EGRESS IN   THE EVENT OF POWER FAILURE.   PLEASE SEE NFPA-101 CHAPTER 7, 7.1.9,7.2.1.5.       12) NOTE: PLEASE SEE DOORS ON WEST WALL WHICH SEEM TO   SWING IN PATH OF EGRESS. PLEASE ALSO VERIFY THE MAKE UP   AIR, AND/OR EXHAUST ALONG THIS SAME AREA OF EGRESS.   PLEASE SEE THAT THIS MAY ALSO BE IN THE COMMENTS FROM   OTHER TRADES.   PLEASE VERIFY WITH ALL TRADES AND REVIEWER(S).   FBC 106.1.2       13) NOTE: PLEASE PLACE A SCHEDULE/ LIST FOR ALL   COMPONENTS IN THE FIRE COMMAND ROOM AS REQUIRED PER   NFPA-101 11.8.5       14) NOTE: PLEASE PROVIDE INFORMATION ON CAR LIFTS AND   BE SURE EQUIPMENT INDICATES LISTING ON EQUIPMENT FROM A   NRTL.   110.3, 90.7       15) NOTE: PLEASE BE SURE ALL DEVICE AND LEVELS FOR   HORNS AND STROBES MEET FBC ADA 11-4.28, .1, .2 AND   .3(4).       16) NOTE: PLEASE PROVIDE ELEVATIONS FOR THE EPSS SYSTEM   WHICH MUST MEET THE ELEVATIONS AS SET-FORTH ON THE   100YEAR STORM SURGE CHARTS OR *SLOSH* CHARTS PER   CHAPTER 7, 7.3.1 NFPA-110.       17) NOTE: PLEASE PROVIDE INFORMATION ON FUEL   CONSUMPTION ON GENERATOR FOR 100% LOAD OF THE FIRE PUMP   AND ALL EMERGENCY SYSTEMS PER 700 AND 701.   PLEASE SEE NFPA-110, NFPA-20 9.6.2.2       18) NOTE: PLEASE SEE THE NEW FLORIDA STATE STATUTES   WITH RESPECT TO THE NEW HOUSE BILL 7121 WHICH WAS   SIGNED INTO LAW JULY OF 07.   PLEASE SEE THERE ARE SEVERAL STATUTES WHICH WERE   AFFECTED. PLEASE SEE THAT A INDUSTRY BULLETIN IS BEING   PLACED IN WITH THE REVIEW NOTES AS ADDITIONAL   INFORMATION.   *ONCE THIS INFORMATION IS READ AND STATUTES REVIEWED,   PLEASE PROVIDE ALL INFORMATION AS REQUIRED ON PLANS AND   DOCUMENTATION FOR REVIEW.   PLEASE KNOW THAT SOME OF THIS INFORMATION WILL ALSO BE   NEEDED BY THE FIRE MARSHAL, STATE BOARD FOR ELEVATORS   ETC.       19) NOTE: PLEASE BE SURE THE FOLLOWING STATEMENT IS   PLACED ON PLANS AS REQUIRED PER FBC 109.3.6.4.4 PLEASE   SEE A STATEMENT OF SIMILAR WORDING IS ALREADY ON THE   LIFE SAFETY PLANS.   " TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S   KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE   APPLICABLE BUILDING CODES AND THE APPLICABLE   FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL   AUTHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER   633, FLORIDA STATUTES"       20) NOTE: PLEASE SEE PART OF FIRE PUMP FEEDS FROM FPL   APPEARS TO BE ROUTED THROUGH ONE OF THE CORRIDORS ON   SHEET E1.01. PLEASE CLARIFY THIS AS THE RISER DOES NOT   SHOW DETAIL FOR THIS.   PLEASE SEE 695.6A.       21) NOTE: PLEASE PROVIDE THE NORMAL AND EMERGENCY   PHOTO-METRICS FOR ALL EGRESS PATHS. PLEASE KNOW THIS   WOULD ALSO INCLUDE POOL DECK AREAS. ETC   LS 101 7.8, 7.9   FBC 106.1.2       22) NOTE: PLEASE PROVIDE NOTE FOR POOL AREA LIGHTS:   LIGHTING SHALL BE INSTALLED A MINIMUM OF 5FT FROM   WATERS EDGE FOR 120V W/GFI PROTECTION AND A MINIMUM OF   10FTFOR LOW VOLTAGE TYPE FIXTURES. (WORDS TO THIS   AFFECT)   680.22, 411.4B       23) NOTE: PLEASE PROVIDE NOTE FOR POOL AREA AND THE   EQUAL-POTENTIAL BONDING GRID WHICH IS REQUIRED PER   680.26. PLEASE KNOW THE POOL PERMIT WILL BE UNDER A   SEPARATE PERMIT, HOWEVER AS THE STRUCTURAL ELEMENTS   MOST LIKELY WILL BE IN PLACE BEFORE PERMITTING OF POOL,   PLEASE INCLUDE NOTE AT THIS TIME.       24) NOTE: PLEASE INCLUDE NOTE FOR ANY LIGHTNING   PROTECTION SYSTEMS SHALL MEET NFPA-780. (EVEN WHEN   PERMITTED SEPARATELY OR IF A SYSTEM IS NOT GOING TO BE   INSTALLED AT THIS TIME).       25) NOTE: PLEASE PROVIDE WIND LOADS AND INFORMATION FOR   SITE/ROOF TOP POLES WHICH ARE REQUIRED TO MEET FBC   140MPH.   THIS WILL BE REVIEWED ONCE SUBMITTED BY THE STRUCTURAL   REVIEWER. PLEASE KNOW THE EFFECTIVE PROJECTED AREA   (EFA) OF FIXTURE.   FBC 106.1.2       26) NOTE: PLEASE PROVIDE NOTE FOR NO NIGHT-TIME OR DUSK   TO DAWN SWIMMING PERMITTED UNLESS THE INTENT IS THAT   NIGHT-TIME SWIMMING WILL BE ALLOWED. IF THIS IS THE   CASE PLEASE SUBMIT COMPLETE PHOTO-METRICS FOR POOL AREA   WHICH WILL BE REQUIRED TO BE STAMPED BY THE PALM BEACH   COUNTY HEALTH DEPARTMENT.   FBC 106.1.2       27) NOTE: PLEASE BE SURE TO PROVIDE ALL ROOM AND AREA   DESIGNATIONS ON PLANS. PLEASE KNOW SOME AREA   DESIGNATIONS ARE NEEDED TO DETERMINE ARE USE AND REVIEW   FOR CIRCUITING CODE COMPLIANCE AND USE.   FBC 106.1.2       28) NOTE: PLEASE PROVIDE MORE INFORMATION FOR ELEVATOR   ROOMSAND THE DEDICATE CIRCUITS REQUIRED PER 620.22,   23 AND 24. SOME OF THESE ARE SHOWN ON PLANS, HOWEVER   NOT ALL.   PLEASE SEE COMMENT #9 ABOVE WITH RESPECT TO LIGHTING   REQUIRED. PLEASE ALSO SEE THAT THE ROOF TOP APPEARS TO   SHOW ANOTHER AREA WHICH CONTAINS MAINS FOR EACH OF THE   ELEVATORS, YET THE PLANS DO NOT APPEAR TO SHOW ANY ROOM   FOR EQUIPMENT?? PLEASE CLARIFY THIS AREA AS REDLINED ON   PLANS. IF THERE IS A SECOND ROOM, PLEASE PROVIDE   INFORMATION AND ELECTRICAL AS REQUIRED FOR ROOM. FBC   106.1.2       29) NOTE: PLEASE PROVIDE COMPLETE DE-RATING   CALCULATIONS FOR CONDUITS AND FEEDERS BEING RUN ACROSS   ROOF-TOP AREA. PLEASE KNOW THE TYPE OF ROOF ALONG WITH   OTHER FACTORS WILL HAVE AN AFFECT ON THE TEMPERATURE.   PLEASE SEE NEC 310.16, TABLES FOR DE-RATING AND THE   NUMBER OF CURRENT CARRYING CONDUCTORS.   THE FEEDERS AS SHOWN ON RISER AND PANELS FEEDING THESE   OTHER PANELS ARE NOT OF SUFFICIENT SIZE AS SHOWN ON   PLANS.   PLEASE ADJUST.   FBC 106.3.5.1.2, 106.1.2   NEC 215.5, 215.3 ETC       30) NOTE: PLEASE PROVIDE VOLTAGE DROP FOR THE SAME   FEEDERS AS NOTED IN NOTE #29.   PLEASE SEE FBC 13-413.ABC.1   PLEASE ALSO PROVIDE WORST CASE VOLTAGE DROP FOR BRANCH   CIRCUITS AND FEEDERS AS ON PLANS FOR LONGEST RUNS.       31) NOTE: PLEASE SEE NFPA-72, FBC FOR THE DEFINITIONS   OF SMOKE DEVICES. PLEASE DETERMINE IF THESE ARE INDEED   DEVICES WHICH ONLY DETECT AND DO NOT SOUND.   IF DEVICES DETECT AND ONLY PROVIDE SIGNALING TO   HORN/SIREN DEVICES THEN THESE WOULD BE SD/ SMOKE   DETECTORS.   IF DEVICES ARE 120V BATTERY BACK AS SHOWN ON PLANS   WHICH DETECT AND SOUND, THEN THESE DEVICES WOULD BE   CONSIDERED SA/ SMOKE ALARMS.   PLEASE ADJUST PLANS.   NFPA-72 11.5.1.1, 11.8.3       32) NOTE: PLEASE SEE WHAT APPEARS TO BE MISSING GFI   RECEPTACLES ON SOME PENINSULAS IN KITCHENS PER   210.52C1-5. PLEASE SEE LOCATION OF SOME DO NOT SEEM TO   MEET THE DISTANCE PERMITTED.   PLEASE SEE UNIT #4, #5 WHICH SHOW MORE THAN 6INCH   OVERHANG.   PLEASE SEE THAT THERE ARE OTHER UNITS WHICH ARE ALSO   MISSING SOME COVERAGE PER ABOVE. PLEASE GO OVER PLANS   AND SEE REDLINED PLANS FOR SOME OF THESE WHICH MAY BE   MARKED ON REVIEWED SET.       33) NOTE: PLEASE SEE SOME UNITS WHICH DO NOT APPEAR TO   SHOW ANY LIGHTING FIXTURE IN BEDROOMS. PLEASE SEE   210.70, LS 7.8 WHICH WILL REQUIRE A LIGHT FIXTURE IF   SOME SORT INSTALLED FOR FINAL.       34) NOTE: PLEASE SEE UNIT #5, AS THE CLOSET IN   DEN/BEDROOM #3 SEEMS TO SHOW A GFI IN CLOSET? PLEASE   CLARIFY.   FBC 106.1.2       35) NOTE: PLEASE INCLUDE NOTE ON PLANS FOR PLACEMENT OF   SA/SD DEVICES PER NFPA-72 2002 11.5.1.1, 11.8.3       36) NOTE: PLEASE SEE UNIT #6 WHICH APPEARS TO SHOW A   FLOOR BOX IN THE DOORWAY WHICH IS A TRIPPING HAZARD.   PLEASE SEE 210.52 FOR LOCATIONS WHICH ARE PROHIBITED.       37) NOTE: PLEASE SEE 210.52D AS THE GFI RECEPTACLE IN   BATHROOMS ARE REQUIRED TO CONTAIN THE DEVICE WITHIN 3FT   OF THE SINK EDGE. PLEASE KNOW THAT THE CROSSING OVER   ONE SINK TO REACH THE DEVICE ON THE OTHER SIDE IS NOT   PERMITTED. PLEASE EITHER ADD A DEVICE OR RELOCATE.   PLEASE SEE UNIT #7 FOR EXAMPLE. THIS IS NOT AN ISSUE IN   ALL UNITS.       38) NOTE: PLEASE SEE THAT ARC FAULT IS REQUIRED FOR ALL   OUTLETS INCLUDINGRECETPS, LTS, FANS AND SMOKE   ALARMS.   PLEASE SEE 210.12.       39) NOTE: PLEASE SEE UNIT H FOR 10FT OF HALLWAY PER   210.52H       40) NOTE: PLEASE SEE SOME WALLS/UNITS MISSING   RECEPTACLES FOR WALL SPACES.UNITS L-9, 9,PLEASE SEE   210.52. EXAMPLE FOR SOME ARE REDLINED ON PLANS.       41) NOTE: PLEASE SEE UNIT L-8 WHICH PANEL SCHEDULE   CALLS CIRCUIT #23 AS A BEDROOM. THIS IS NOT CLEAR AS   THE ROOM IS APPROXIMATELY 6FT BY 10FT AND IS RIGHT OFF   THE DINING/ KITCHEN AREA WITH NO DOOR?   PLEASE CLARIFY THIS.       42) NOTE: PLEASE COMPLETE ALL CIRCUITING ON PLANS AND   CORRELATE WITH THE PANEL SCHEDULES AND OTHER CIRCUITS   ON PLANS.   PLEASE SEE THAT MOST OF THE CIRCUITS ARE SHOWN HOWEVER   SEE REDLINED PLANS AND SEE 9, L8, L9 FOR SOME   EXAMPLES.   408.4, 310.16, 240.4.   FBC 106.1.2       43) NOTE: PLEASE PROVIDE NOTES ON ELECTRICAL ROOMS/FIRE   COMMAND ROOMS SHEETS ALONG WITH THE RISER SHEETS FOR   REQUIREMENTS FOR SIGNAGE FOR ALL SERVICES, MAINS,   LOCATIONS.   230.2E, 700.8, 701.9 ETC       44) NOTE: PLEASE BE SURE TO CORRELATE LABELING OF ALL   UNITS ON RISER WITH PANELS. PLEASE PROVIDE THE OCP FOR   EACH UNIT ON METER SCHEDULE OR SCHEDULE OF SOME KIND   FOR EACH.   NEED FOR REVIEW OF CODE COMPLIANCE FOR EACH UNIT   FEEDERS ETC   215.5, 240.4,   FBC 106.3.5.1.2       45) NOTE: PLEASE SEE THAT THE EDP WILL REQUIRE A MCB AS   THE POWER BEING SHUT OFF FROM THE GENERATOR CAN NOT BE   VERIFIED. PLEASE KNOW THAT THE DISCONNECTING MEANS   SHALL BE READILY ACCESSIBLE WITHOUT EXPOSING ANY   PERSONS TO LIVE PARTS. 110.27.   230.70, 701, 700 ETC.   ADDITIONAL INFORMATION IS NEEDED, AND PLEASE KNOW ONE   CONSULTATION IS DONE BY THIS OFFICE WITH THE FIRE   MARSHAL FOR LOCATION OF SAID EQUIPMENT SHUT DOWN/EDP   THEN THIS CAN BE GONE OVER WITH THE ENGINEERS/DESIGNERS   OF PROJECT.       46) NOTE: PLEASE PROVIDE ALL GENERATOR, ATS, FIRE PUMP,   FIRE PUMP CONTROLLER ON PLANS.   FBC 106.3.5.1.2       47) NOTE: PLEASE SEE THE SERVICE ENTRANCE CONDUCTORS   FOR THE FIRE PUMP ARE SHOWN RATED FOR 205AMPS, YET THE   LOAD IS SHOWN HIGHER AT 221 AMPS. PLEASE SEE 430.50,   AND SIZING OF THE CONDUCTORS WHICH ARE REQUIRED TO BE   @125%.   430.22, 230.208, 240.4, 310.16 ETC.   PLEASE SEE THE CONDUCTORS FROM THE GENERATOR ARE SIZE   FOR MORE THAN ONE RUN OF THE SAME SIZE CONDUCTORS.       48) NOTE: PLEASE SEE JUST BELOW THE LOAD SUMMARY ON   SHEET 4.01 WHICH CONTAINS AN *AND MAG ONLY CB. PLEASE   SEE THE LOAD SUMMARY DOES NOT INDICATE ANY * ON ANY OF   THE ITEMS ABOVE THIS NOTE.   PLEASE CLARIFY THIS NOTE.   FBC 106.1.2       49) NOTE: PLEASE SEE THE MAIN #5 FOR ONE 100AMP RETAIL   SERVICE IS NOT BEING PERMITTED AT THIS TIME UNDER THE   EXCEPTIONS OF 230.2.   PLEASE KNOW THAT THIS SINGLE TENANT FEED WILL BE   REQUIRED TO COME FROM WHAT IS MAIN #6 AT THIS TIME   WHICH WILL BE REQUIRED TO BECOME MAIN #5 FOR RETAIL.   PLEASE SEE THE FOLLOWING COMMENT WITH RESPECT TO WHAT   IS BEING SHOWN NOW FOR MAIN 6.       50) NOTE: PLEASE SEE RISER WHICH CURRENTLY SHOWS MAIN   #6 AS BEING FUTURE HOWEVER THE RISER SHOWS CONDUITS AND   SERVICE ENTRANCE CONDUCTORS BEING INSTALLED AT THIS   TIME? PLEASE KNOW THAT ALL EQUIPMENT MUST BE INSTALLED   IN ITS COMPLETENESS IN ORDER FOR THE CONDUCTORS TO BE   TERMINATED IN REQUIRED FASHION.   PLEASE SEE RISER WHICH ACTUALLY SHOWS THE GUTTER BEING   INSTALLED AT THIS TIME? HOW IS THIS POSSIBLE? PLEASE   SEE THAT THE MAIN WHICH IS SHOWN IN THE MAIN ELECTRICAL   ROOM NEXT TO THE EMERGENCY MAIN WILL NOT BE PERMITTED.   THIS MAIN #6 WHICH WILL BECOME MAIN #5 WILL BE REQUIRED   TO BE MOVED/RELOCATED.   PLEASE ALSO SEE THE SCHEDULE FOR THIS RDP SHOWS THIS A   BEING A MLO PANEL??   PLEASE SEE ELECTRICAL PLANS INDICATE A MAIN? PLEASE   ALSO KNOW A MAIN WILL BE REQUIRED TO GRANT THE   ADDITIONAL SERVICE AS SHOWN.   PLEASE SEE 230.70, 230.71, 230.72, 230.2.   PLEASE KNOW IF THIS SERVICE IS GOING TO BE INSTALLED   AND DEPENDING TO WHAT POINT THE EQUIPMENT WILL BE   INSTALLED AT THIS TIME WILL DETERMINE WHAT WILL BE   REQUIRED TO BE SHOWN. PLEASE KNOW IT APPEARS THE MAIN,   AND GUTTER AT A MINIMUM WILL BE REQUIRED AT THIS TIME.   PLEASE KNOW IF THIS IS THE CASE, PLEASE INCLUDE THE   CONDUCTORS FROM THIS MAIN TO GUTTER. 310.16, 240.4,   250.110, 250.122, 250.24B ETC.   ** PLEASE KNOW THAT THERE ARE MANY ITEMS WHICH MAY NOT   BE KNOWN AT THIS TIME DUE TO CHANGES IN SERVICE(S) FROM   NOTES #49 AND #50.       51) NOTE: PLEASE PROVIDE MORE INFORMATION ON WHICH   CONDUCTORS ARE GOING TO BE COPPER. PLEASE SEE NOTE ON   PANEL PLANS MENTIONS ALL CONDUCTORS ARE GOING TO BE   ALUMINUM UNLESS OTHER WISE NOTED, YET THE FOLLOWING   NOTE MENTIONS ALL GROUNDS TO BE COPPER? PLEASE CLARIFY   WHAT CONDUCTORS ARE GOING TO BE COPPER AND ALUM. PLEASE   KNOW AT THAT NO GROUNDING ELECTRODE SYSTEMS OR   CONDUCTORS TO THIS SYSTEM WILL BE PERMITTED TO BE   ALUM.   PLEASE SEE 110.3, 90.4       52) NOTE: PLEASE SEE THAT THE RISER SHEET CONTAIN A   NOTE #1 AT THE GENERATOR WHICH POINTS TO THE BASE OF   THE UNIT, HOWEVER THE NOTE #1 IS FOR VERTICAL SUPPORT   OF CONDUCTORS?   PLEASE COORDINATE.   FBC106.1.2       53) NOTE: PLEASE INDICATE AMPERAGE ON METER CENTERS AND   FOR OVER CURRENT PROTECTION TO UNITS.   240.4, 310.16, 230.94 ETC.   FBC 106.1.2       54) NOTE: PLEASE SEE LOAD CALCULATIONS AND THE SECTION   OF THE CODES IN DIFFERENT PLACES WHICH ARE FROM THE   PREVIOUS CODE. PLEASE SEE THE 2005 NEC AND UPDATE CODE   SECTIONS.   FBC 106.1.2       55) NOTE: PLEASE SEE THE CONDUCTORS WHICH ARE SHOWN   GOING TO WHAT IS NOW BEING SHOWN AS MAIN #6 IS ONLY   RATED FOR 1000 AMPS, YET THIS EQUIPMENT WILL HAVE A   MAIN OF 1200AMPS OR MORE.   PLEASE SEE 240.4C FOR DEVICES RATED OVER 800AMPS.       56) NOTE: PLEASE KNOW AS NOTICE FOR FUTURE RETAIL   TENANT METERS, AS THESE WILL BE REQUIRED TO CONTAIN   *FLOATING NEUTRAL KITS* AS THE BONDING WILL BE DONE AT   THE FIRST MEANS OF DISCONNECT PER 250.24B AND THE   EQUIPMENT GROUNDING WILL BE FOLLOW.   PLEASE KNOW THAT THE NEUTRALS AND EQUIPMENT GROUNDING   WILL BE REQUIRED TO BE SEPARATED TO AVOID OBJECTIONABLE   CURRENTS.   250.6       57) NOTE: PLEASE INDICATE ALL CONTINUOUS LOADS AND   LARGEST MOTOR LOADS AT 125% ON EACH PANEL AND THEN FOR   THE SERVICE LOADS.   230.42, 215.3 ETC.   PLEASE SHOW IN LOAD CALCULATIONS.       58) NOTE: PLEASE SEE THE FEEDERS TO PANEL *HA* ARE ONLY   RATED FOR 100AMPS, AND THESE ARE ON A 150AMP BREAKER   FOR OVER CURRENT PROTECTION.   PLEASE SEE 240.4 AND 310.16 (SHOWN AS ALUM).       59) NOTE: PLEASE SEE THE FEEDERS TO PANEL *P* AS THESE   ARE SHOWN AS 100AMP RATED FEEDERS ON OVER CURRENT   PROTECTION WHICH IS HIGHER AT 150AMPS.   PLEASE CORRELATE AND ADJUST PER 240.4, 310.16. (SHOWN   AS ALUM, EVEN AS COPPER AND #1, THESE WOULD NOT BE OF   SUFFICIENT SIZE).       60) NOTE: PLEASE KNOW THAT MANY LOCATIONS MAY HAVE BEEN   REDLINED ON ONE SET OF THE PLANS, HOWEVER PLEASE DO NOT   RELY ON THESE MARK UPS FOR ALL LOCATIONS OR   CORRECTIONS.   PLEASE BE SURE TO GO OVER PLANS IN DETAIL AS THERE MAY   BE ITEMS NOT YET IDENTIFIED.       NOTE ADDED 3/29       61) NOTE: PLEASE SEE 422.13 AS THE LOADS FOR STORAGE   TYPE WATER HEATERS SHALL BE SHOWN AND FIGURED AT 125%.   PLEASE SEE THIS CHANGE IN THE 2005 NEC.           * ** 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] 2007-03-21 19:57:53 2007-03-21 19:57:53   REVIEW TO CONTINUE AND BE COMPLETE ON 3/22/07 NOTES TO   FOLLOW AS PLANS WILL BE GOING TO A *F* STATUS. 2007-03-12 07:47:34 REVIEW CONTINUED 2007-03-11 13:21:55 ONE ROLL AND SUBMITTALS IN ELEC FOR REVIEW. Review Stop ENG ENGINEERING CSD Rev No 2 Status F Date 2007-08-22 Cont ID   Sent By rchokshi Date 2007-08-22 Time 10:58 Rev Time 0.00 Received By rchokshi Date 2007-08-22 Time 10:36 Sent To   Notes 2007-08-22 10:57:57 PLEASE PROVIDE FOLLOWING INFO:       WE HAVE A NEW FOLLOWING REQUIREMENTS, PLEASE RESPOND   THIS TOO.       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   THIS IS KIND OF A NEW REQUIREMENTS. YOU MAY HAVE   ALREADY APPLIED FOR NOI. JUST SEND US A COPY OFNOI   THAT YOU APPLY AT FDEP, NPDES STORM WATER SECTION,.       2.PLEASE SHOW IN YOUR CALCULATION THAT YOUR FIRST FLOOR   ELEVATION IS ENOUGH HIGH TO MEETFL BLDG CODES, FLOOD   ZONE AREA ,CENTER LINE OF ROAD , SIDEWALK ELEVATION ,   5, 10, 15, 25, 100 YEAR FLOOD CRITERIA.PLEASE SHOW   DETAIL CALCULATIONS.   3. PLEASE RESUBMIT A COPY OF SFWMD PERMIT, GEO-TECH   REPORT, SOIL CONDUCTIVITY, WATER QUALITY CALS.ETC   4. HOW YOU CONNECT TO THE STORM WATER PIPES IN YOUR   SITE? ITS DETAILS.PLEASE SHOW ALL STORM WATER PIPES   AROUND YOUR SITE SO, WE CANSEE THE BEST PIPE TO   CONNECT WITH THE STORM WATERFROM ALL OTHER STORM   WATER PIPES. PLEASE SHOW DETAIL OF THE CONTROL   STRUCTURES WITH ELEVATIONS, NOTCHES, BLEEDING   ELEVATION, AFTER BLEEDING WHERE THE STORM WATER GOES   FOR EXAMPLE EITHER IN SFWM CANAL, OR CITY OF WPB   SYSTEM.   5. WATER & SEWER PLANS MUST BE APPROVED FROM 45TH   STREET (MANNY G.), UTILITY DEPT BEFORE WE APPROVED.       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 2007-03-09 Cont ID   Sent By rchokshi Date 2007-03-09 Time 09:55 Rev Time 0.00 Received By rchokshi Date 2007-03-09 Time 09:55 Sent To   Notes 2007-03-09 09:55:32 PLEASE PROVIDE FOLLOWING INFO:       1. STANDARDS NOTES OF CITY OF WPB SHOWN ON DRAWINGS   FOR SIDEWALK WIDTH , ITS SLOPE, DRIVEWAY, PARKING,   HANDICAP PARKING, PAINTPER CITY CODES ETC AETC. ARE   ALL MINIMUM STANDARDS,PLEASE USE LATEST STANADARD NOTES   REVISED IN 2006,MAKE SURE YOU ALSO MEET   FDOT,STATE,HANDICAP ADA,,FDEP ETC.,   2. PLEASE SHOW ON DRAWINGSDUMPSTER & ITS ENCLOSURE   DETAILS PER CITY OF WPB, &LOCATION ON DWG, LOCATION   MUST BE ACCESSIBLE FOR PICKUP TRUCK.   3. FIRST FLOOR ELEVATION, MUST MEET FL BLDG CODES,   FLOOD ZONE,CENTER LINE OF ROAD , SIDEWALK ELEVATION ,   PLEASE SHOW ALL THESE ELEVATIONON THE DRAWINGS.   4. PLEASE PROVIDE A COPY OF SFWMD PERMIT,GEO-TECH   REPORT, SOIL CONDUCTIVITYETC   5.PLEASE SHOW STORM WATER CALCULATIONS, WHAT CRITERIA   YOU ASSUMEDFOR RUNOFF CAL.,, LIKE 1" OVER ENTIRE SITE   OR2.5"CRITERIA, ? TOTALPERVIOUS AREA, LIKE GREEN,   LAKES, ETC,IMPERVIOUS AREA CAL.,   6. WHAT IS THE SITE AREA, YOU ARE DEVELOPING FOR THIS   PROJECT ONLY ? SO, PERVIOUS AREA, IMPERVIOUS AREA.ETC?   7. HOW YOU CONNECT TO THE STORM WATER PIPES IN YOUR   SITE? ITS DETAILS.PLEASE SHOW ALL STORM WATER PIPES   AROUND YOUR SITE SO, WE CANSEE THE BEST PIPE TO   CONNECT WITH THE STORM WATERFROM ALL OTHER STORM   WATER PIPES. PLEASE SHOW DETAIL OF THE CONTROL   STRUCTURES WITH ELEVATIONS, NOTCHES, BLEEDING   ELEVATION, EXFILTRATION TRENCH LENGTH CALCULATIONS.   8. POLLUTION PREVENTION PRE & POSTLIKE DURING   DEMOLATION AND DURING CONSTRUCTION. PLEASE SHOW SILT   FENCE AROUND THE SITE ALSO DURING DEMOLATION,   DETAILS,CLOTHES USED FOR SILT ETC.,SILT FENCE HEIGHT   SHOWN IN SHEET C-16 & C-8 NOT CONSISTENT. SILT FENCE   HEIGHT SHOULD BE 5 FEET OR ABOVE   9. WATER & SEWER PLANS MUST BE APPROVED FROM 45TH   STREET (MANNY G.), UTILITY DEPT BEFORE WE APPROVED   10. ALSO PLEASE SHOW ALL CATCH BASINS NEAREST,AROUND   YOUR SITE FOR STORM WATER DRAIN.       PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR   PERMITTING PROCESS       RASIK CHOKSHI805-6723 Review Stop FIRE FIRE DEPARTMENT Rev No 2 Status F Date 2007-09-05 Cont ID   Sent By mcarsill Date 2007-09-05 Time 13:19 Rev Time 0.00 Received By mcarsill Date 2007-09-04 Time 11:38 Sent To   Notes 2007-09-05 13:19:33 1. NO RESPONSES PROVIDED WITH APPLICATION PACKET   ADDRESSING PREVIOUS PLAN REVIEW COMMENTS PROVIDED BY   FIRE RESCUE. REQUESTED THIS INFORMATION.       2. GROUND LEVEL SITE PLAN ON PAGE A1.00 DOES NOT   DISPLAY NEW OR EXISTING FIRE HYDRANTS.       3. IT APPEARS THAT THE FIRE DEPARTMENT CONNECTIONS   EXTEND BEYOND THE PROPERTY LINE.       4. THE FIRE DEPARTMENT CONNECTIONS ARE REQUIRED TO BE   EQUIPPED WITH KNOX-BOX LOCKING CAPS.       5. ALL FABRIC CANOPIES ILLUSTRATED ON THE PLANS SHALL   BE FLAME RETARDANT WHEN SUBMITTED UNDER A SEPARATE   PERMIT.       6. FIRE PUMP ROOM SHOWN ON PAGE A2.02. PLEASE EXPLAIN   THE LOCATION CHOSEN.       7. THE WORD MEZZANINE STILL APPEARS ON THE PLANS.   PLEASE ADVISE RATIONALE.       8. PLEASE INDICATE ON PLANS THE STRETCHER ACCESSIBLE   ELEVATOR(S). THE APPROPRIATE ELEVATORS SHALL BE   IDENTIFIED WITH NECESSARY SIGNAGE.       9. PORTIONS OF THE ROOF APPEAR TO OVERHANG THE PROPERTY   LINE. PLEASE PROVIDE INFORMATION.       10. WALL SEPARATING GARAGE AND RETAIL SPACES ON PAGE   A2.30 APPEARS TO BE ONLY ONE HOUR FIRE RATED. THIS WALL   SHALL BE AT LEAST TWO HOUR FIRE RATED.       11. BUILDING ADDRESS NOT DISPLAYED ON ANY ELEVATION   DRAWINGS.       12. PLAN NOTE REVISION CLOUD # 3 ON PAGES E1.01- E1.03   NEEDS TO BE FURTHER CLARIFIED. NOTE DOES NOT CLEARLY   DESCRIBE THE CODE REQUIREMENTS UNDER SPECIAL LOCKING   ARRANGEMENTS.       13. DUCT DETECTOR NOTE ON PAGE FA1.08 IS INCORRECT.   ACTIVATION OF A DUCT SMOKE DETECTOR SHALL CAUSE AN   ALARM CONDITION.       14. WHAT WINDOWS ARE PLANNED TO BE USED AS SMOKE   OPENINGS IDENTIFIED IN THE DRAWINGS.       15. SINCE NO RESPONSE COMMENT SHEETS WERE PROVIDED NOT   ALL PREVIOUS COMMENTS COULD BE VERIFIED IF THEY HAVE   BEEN CORRECTED.       16. SEPARATE PLANS AND PERMITS REQUIRED FOR UNDERGROUND   FUEL STORAGE TANK DISPLAYED ON THE PLANS.       17. PLEASE EXPLAIN WHY THE ROOM CONTAINING THE FUEL DAY   TANKS ARE NOT TWO HOUR FIRE RATED.       18. COULD NOT LOCATE "STACK EFFECT" WORDING ON THE   MECHANICAL PLANS. PLEASE ADVISE WHERE THIS CAN BE   LOCATED.       19. COULD NOT LOCATE ANY SPECIFIC LABELING OR SAFETY   MARKINGS FOR THE DAY FUEL TANKS BEING PROPOSED.           MIKE CARSILLO, BATTALION CHIEF   BUREAU OF FIRE PREVENTION   804-4709 PHONE   804-4774 FAX Review Stop FIRE FIRE DEPARTMENT Rev No 1 Status F Date 2007-05-01 Cont ID   Sent By mcarsill Date 2007-05-01 Time 10:57 Rev Time 0.00 Received By mcarsill Date 2007-05-01 Time 09:47 Sent To   Notes 2007-05-01 10:57:19 1. BUILDING ADDRESS REQUIRED ON PROPER ELEVATION. A   MINIMUM OF AT LEAST 6" HIGH AND AT LEAST 1" WIDE   NUMBERS ARE REQUIRED.       2. DEMOLITION ACTIVITIES TO COMPLY WITH NFPA 241.       3. EXIT STAIRS ARE TO BE KEPT UP WITH CONSTRUCTION.       4. DEBRIS SHAHLL BE REMOVED FROM THE SITE DAILY.       5. A TEMPORARY STANDPIPE SYSTEM IS REQUIRED WHEN THE   BUILDING REACHES THREE STORIES OR THIRTY FEET IN   HEIGHT.       6. ALL CUTTING AND WELDING OPERATIONS TO COMPLY WITH   NFPA 51B.       7. THE BUILDING WILL BE REQUIRED TO BE COMPLETELY FIRE   SPRINKLER PROTECTED.       8. THE BUILDING WILL BE CONSIDERED A HIGH-RISE BUILDING   AND SHALL COMPLY WITH THE FLORIDA BUILDING CODE AND THE   FLORIDA FIRE PREVENTION CODE.       9. SITE PLAN, PAGE A.100 DOES NOT ILLUSTRATE ANY FIRE   HYDRANT LOCATIONS.       10. THE BUILDING WILL BE CONSIDERED A MULTIPLE   OCCUPANCY BUILDING SINCE STORAGE, MERCANTILE, AND   REDIENTIAL OCCUPANCIES WILL EXIST.       11. PLEASE EXPLAIN EXIT DISCHARGE RATIONALE FROM EXIT   DOORS.       12. PLEASE ILLUSTRATE DIMENSIONS FROM THE PROPOSED   BUILDING TO THE EXISTING TWO STORY BUILDING.       13. A TWO HOUR FIRE SEPARATION IS REQUIRED BETWEEN THE   PARKING GARAGE AND ALL OTHER AREAS OF THE BUILDING.   PROPERLY RATED OPENING PROTECTIVES WILL BE REQUIRED.       14. GROUND LEVEL SITE PLAN DOES NOT ILLUSTRATE THE   LOCATION OF THE FIRE COMMAND ROOM.       15. PROPER TENANT SEPARATIONS WILL BE REQUIRED BETWEEN   EACH RETAIL TENANT SPACE.       16. ON PAGE A.200 PORTIONS OF THE BUILDING APPEAR TO   EXTEND BEYONG THE PROPERTY. PLEASE PROVIDE MORE   DETAILS.       17. ON PAGE A2.01 IT IS NOTED THAT THE INTERIOR   BUILD-OUTS WILL BE UNDER SEPARATE PERMIT. PLEASE BE   ADVISED THAT ALL REQUIRED FIRE AND LIFE SAFETY DEVICES   FOR THE BUILDING SHALL BE INSTALLED PRIOR TO REQUESTING   A CERTIFICATE OF OCCUPANCY.       18. EXIT SIGNS NOT DISPLAYED ON LIFE SAFETY SHEETS.       19. ON PAGE LS.1 EXIT DISCHARGE IDENTIFIED IN SOME   LOCALES ARE POSITIONED BETWEEN OBJECTS. PLEASE   EXPLAIN.       20. MISSING RATED DOOR SYMBOL NEAR PAGE LS.3.       21. DOOR SWING APPEARS IMPROPER ON PAGE LS.3 LEAVING   THE POOL DECK AREA.       22. ELEVATOR WARNING SIGNS REQUIRED.       23. WHY IS THE FIRE PUMP ROOM DISPLAYED ON THE   MEZZANINE LEVEL ON PAGE A2.02.       24. PLEASE EXPLAIN WHAT CHEMICALS ARE PLANNED TO BE   STORED IN THE POOL EQUIPMENT ROOM ON PAGE A2.02.       25. PLEASE EXPLAIN WHAT CHEMICALS IF ANY WILL BE STORED   IN THE POOL STORAGE ROOM ON PAGE A2.03.       26. PLEASE INDICATE ON PLANS THE SLIP PROTECTION   METHODS PLANNED FOR EXIT ACCESS AND EXIT STAIR   ARRANGEMENTS LOCATED ON THE EXTERIOR.       27. PLEASE PROVIDE FLAME SPREAD DETAILS ON ALL FABRIC   CANOPIES PLANNED FOR USE.       28. MORE DETAILS REQUIRED ON THE VEHICLE LIFTS   ILLUSTRATED ON THE PLANS.       29. PLEASE PROVIDE A DETAIL ILLUSTRATING WINDOW   OPENINGS PRESENT ON THE ADJACENT BUILDING IN RELATION   TO STAIR # 3.       30. ELECTRIC POWERED SMOKE DETECTORS REQUIRED ON EVERY   LEVEL OF THE RESIDENTIAL UNITS.       31. SMOKE DETECTORS SHALL BE PLACED A MINIMUM OF AT   LEAST THREE FEET FROM AIR CONDITIONER DIFFUSERS.       32. SOME OF THE LIFE SAFETY SHEETS ILLUSTRATE TWENTY   MINUTE FIRE DOORS BUT DOOR SCHEDULE SHEETS DO NOT   INDICATE ANY TWENTY MINUTE FIRE DOORS.       33. PLEASE PROVIDE DETAILS ON EPS FOAM MOLDING   DISPLAYED ONELEVATION DRAWINGS.       34. PLEASE INDICATE USES OF ALUMINUM LOUVERS SHOWN ON   THE ELEVATION DRAWINGS.       35. POOL HOUSE REFELECTED CEILING PLAN ON PAGE A4.01   DISPLAYS AN EMERGENCY LIGHT BUT NO EXIT NO EXIT   MARKINGS.       36. PLEASE PROVIDE FLAME SPREAD DETAILS ON HIGH DENSITY   FOAM PRODUCTS ILLUSTRATED ON THE DRAWINGS.       37. EXIT SIGN PLACEMENT SHALL NOT EXTEND ONE HUNDRED   FEET APART.       38. EXIT SIGN PLACEMENT ON PAGE E1.04 DIFFERS FROM PAGE   E1.05 CORRIDOR AREAS. PLEASE EXPLAIN.       39. ONLY ONE EXIT SIGN PRESENT ON PAGE E1.06.       40. SMOKE DETECTORS APPEAR TO BE MISSING OUTSIDE OF THE   SLEEPING ROOMS ON UNIT 11 ON PAGE E2.04.       41. MORE DETAILS REQUIRED ON DAY TANK ILLUSTRATED ON   PAGE E3.01. SIZE, LISTINGS, MARKINGS, ETC.       42. SEPARATE PLANS AND PERMITS REQUIRED FOR FIRE ALARM   SYSTEM. FIRE ALARM SYSTEM SHALL BE MONITORED BY A UL   LISTED CENTRAL STATION APPROVED FOR CENTRAL STATION   SERVICE.       43. WHY IS THERE NO MANUAL PULL STATION NEAR FOYER ON   PAGE FA1.03 FROM POOL DECK.       44. SMOKE DETECTOR INSTALLATION PLACEMENT SHALL NOT   EXCEED MANUFACTURER OR CODE REQUIREMENTS.       45. PLEASE INDICATE WHAT MESSAGE IS PLANNED FOR THE   FIRE ALARM VOICE FEATURE OF THE FIRE ALARM SYSTEM.       46. THE SMOKE CONTROL PANEL INDICATED ON PAGE FA1.07   SHALL PROVIDE A GRAPHIC REPRESENTATION OF THE BUILDING   IN ADDITION TO THE FIVE POSITION SWITCHES.       47. SEPARATE PLANS AND PERMITS REQUIRED FOR THE   COMPLETE AUTOMATIC FIRE SPRINKLER SYSTEM.       48. BACKFLOW DEVICE DISPLAYED ON FP 1.01 SHALL ALSO BE   EQUIPPED WITH A CHAIN AND LOCK.       49. STANDPIPE HOSE VALVES THROUGHOUT THE BUILDING SHALL   BE EQUIPPED WITH 1 1/2 REDUCERS. PLEASE ENSURE THAT ALL   FP SHEETS ARE PROVIDED WITH THIS NOTE.       50. NOTE 30 ON PAGE FP3.01 IS INCORRECT. A TEMPORARY   STANDPIPE IS NEEDED WHEN THE BUILDING REACHES THREE   STORIES OR THIRTY FEET IN HEIGHT.       51. SMOKE CONTROL NOTE ON PAGE M0.00 INDICATES WINDOWS   AND PANELS WILL BE USED FOR THE RETAIL AND LIVING   AREAS. PLEASE IDENTIFY THESE LOCATIONS.       52. ALLL REQUIRED FIRE AND SMOKE DAMPERS ARE TO BE DROP   TESTED TO ENSURE PROPER FUNCTION AFTER INSTALLATION.       53. ARCHITECTURAL FEATURES SUCH AS SOFFITS SHALL NOT   INTERFERE WITH ANY FIRE SPRINKLER HEAD OPERATIONS.       54. TCTILE SIGNAGE REQUIRED AT ALL EXITS.       55. STAIRWELL IDENTIFICATION SIGNS REQUIRED. THESE   SIGNS SHALL IDENTIFY STAIR NUMBER, FLOOR LEVEL,   TERMINUS TOP AND BOTTOM.       56. STAIRWELL PRESSURIZATION AND OTHER MECHANICAL SMOKE   MANAGEMENT SYSTEMS SHALL CONSIDER STACK EFFECT. THE   TERM "STACK EFFECT" SHALL APPEAR ON THE PLANS.       57. THE FIRE PUMP APPEAR ON SOME PLANS ON THE LEFT SIDE   AND OTHER DRAWINGS THEY APPEAR ON THE RIGHT SIDE. THE   SAME OREINTATION SHOULD APPEAR.       58. THE LOCATION OF THE FDC SHOULD FACE DATURA STREET   SO THE HOSE WILL NOT KINK.       59. ELECTRONIC SWITCHES, CHAIN AND LOCK WILL BE   REQUIRED ON THE FIRE LINE BACKFLOW DEVICE NOTED ON PAGE   C-13.       60. ALL ELECTRICAL INSTALLATIONS TO COMPLY WITH NFPA   70, THE NATIONAL ELECTRICAL CODE.       61. ALL UNDERGROUND LINES SHALL BE LOCATED PRIOR TO ANY   EXCAVATION ACTIVITIES.       62. COULD NOT LOCATE ANY FIRE EXTINGUISHERS ON THE   PLANS.       63. WHAT USES ARE PLANNED FOR THE MEZZANINES IN THE   RETAIL AREA.       MIKE CARSILLO, BATTALION CHIEF OF FIRE PREVENTION   804-4709 PHONE   804-4774 FAX Review Stop G GAS REVIEW Rev No 2 Status F Date 2007-08-11 Cont ID   Sent By kstevens Date 2007-08-11 Time 16:03 Rev Time 0.00 Received By kstevens Date 2007-08-11 Time 16:02 Sent To   Notes 2007-08-11 16:03:31 DENIED   REFERENCE: FBC-2004 FUEL GAS       ****FROM PREVIOUS REVIEW:       92. SHT P2.14 INDICATES GAS PIPE SIZES BASED ON THE   NFPA CHART. PIPING SHALL BE SIZED PER THE FBC-2004 FUEL   GAS CODE. PLEASE CHANGE REFERENCE.   ****RESPONSE NOTED, BUT SINCE THE PLANS HAVE BEEN   FURTHER DEVELOPED SINCE THE FIRST REVIEW, THE TOTAL   DEVELOPED LENGTH HAS EXCEEDED 200FT. FBC-2004 FUEL GAS   CODE ONLY SHOWS 200FT OR LESS. PLEASE SUBMIT THE TABLE   FROM NFPA-54 INDICATED ON COMMENT RESPONSE AND SHT   P2.14 AND MAKE SURE NFPA-54 IS INDICATED ON THE TABLE.       93. OK - SEE COMMENT 92.       94. SHT P2.14 INDICATE THE LENGTH OF PIPES FROM THE   REGULATOR TO THE POOL HEATER.   ****RESPONSE NOTED, BUT NO PIPE LENGHTS ARE INDICATED.       95. SHT P2.14 SUBMIT THE MANUF. SPECIFICATION SHEETS   FOR THE POOL HEATER, AND THE REGULATOR. INDICATE THE   MODEL FOR EACH AND SHOW THE LISTING. STANDARDS NFPA 54,   NFPA 58, AND THE FBC-2004 FUEL GAS CODE SEC 402.2.   ****RESPONSE NOTED, BUT NO MANUF. SPECIFICATION SHEETS   FOR THE REGULATORS HAVE BEEN FOUND. - NOW A GENERATOR   HAS BEEN ADDED TO THE SYSTEM. SUBMIT MANUF LISTING FOR   THE BI-FUEL ADAPTORS FOR THE DIESEL GENERATOR. SUBMIT   MANUF. INSTALLATION INSTRUCTIONS FOR THE GENERATOR   SHOWING ALL CLEARANCES.       96. SUBMIT CALCULATIONS FOR COMBUSTION   AIR (IF APPLICABLE) PER FBC-2004 FUEL   GAS CODE SECTION 304.   ****RESPONSE NOTED. INDICATE WHERE IN THE MECHANICAL   DRAWINGS THE CALCULATIONS CAN BE FOUND.       97. SUBMIT A DETAIL SHOWING THE TYPE, LOCATION, SIZE   AND TERMINATION OF THE GAS VENTS PER FBC-2004 FUEL GAS   CODE SECS. 502 THRU 505.   ****RESPONSE NOTED. INDICATE WHERE IN THE MECHANICAL   DRAWINGS THE INFORMATION CAN BE LOCATED.       REVIEW BY KEN STEVENS   (561) 805-6721   FAX (561) 805-6731   E-MAIL [email protected] Review Stop G GAS REVIEW Rev No 1 Status F Date 2007-08-11 Cont ID   Sent By kstevens Date 2007-04-02 Time 16:02 Rev Time 0.00 Received By kstevens Date 2007-04-02 Time 16:02 Sent To   Notes 2007-08-11 16:05:16 DENIED   REFERENCE: FBC-2004 FUEL GAS       FROM PLUMBING REVIEW:       92. SHT P2.14 INDICATES GAS PIPE SIZES BASED ON THE   NFPA CHART. PIPING SHALL BE SIZED PER THE FBC-2004 FUEL   GAS CODE. PLEASE CHANGE REFERENCE.       93. SHT P2.14 THE LONGEST RUN IS INDICATED AS 58'0",   BUT ADDITION INDICATES 62' WITHOUT COUNTING THE LENGTH   OF PIPES FROM THE METER TO THE FIRST RISER. PLEASE   RECHECK THE ADDITION AND ADD THE PIPE LENGTH FROM THE   METER TO THE FIRST RISER. FBC-2004 FUEL GAS CODE   APPENDIX A - USE OF CAPACITY TABLES A.3.1(4).       94. SHT P2.14 INDICATE THE LENGTH OF PIPES FROM THE   REGULATOR TO THE POOL HEATER.       95. SHT P2.14 SUBMIT THE MANUF. SPECIFICATION SHEETS   FOR THE POOL HEATER, AND THE REGULATOR. INDICATE THE   MODEL FOR EACH AND SHOW THE LISTING. STANDARDS NFPA 54,   NFPA 58, AND THE FBC-2004 FUEL GAS CODE SEC 402.2.       96. SUBMIT CALCULATIONS FOR COMBUSTION   AIR (IF APPLICABLE) PER FBC-2004 FUEL   GAS CODE SECTION 304.       REVIEW BY KEN STEVENS   (561) 805-6721   FAX (561) 805-6731   E-MAIL [email protected] Review Stop I INCOMING/PROCESSING Rev No 2 Status N Date 2007-06-22 Cont ID   Sent By adarroug Date 2007-06-22 Time 09:02 Rev Time 0.00 Received By adarroug Date 2007-06-22 Time 09:02 Sent To   Notes 2007-07-10 13:28:38 TO "COMM" BD#9/PLANS ON RACK--6ROLLS, 2 BOXES AND 2   LARGE FOLDED PLANS 2007-06-22 09:03:13 WAITING FOR "COMM" BD Review Stop I INCOMING/PROCESSING Rev No 1 Status N Date 2007-05-03 Cont ID   Sent By jwitmer Date 2007-05-03 Time 12:10 Rev Time 0.00 Received By jwitmer Date 2007-03-02 Time 11:31 Sent To   Notes 2007-03-02 11:31:53 TO "COMM" BD#63/PLANS ON RACK--3 ROLLS Review Stop M MECHANICAL (A/C) Rev No 2 Status F Date 2007-07-30 Cont ID   Sent By rregueir Date 2007-07-30 Time 12:04 Rev Time 0.00 Received By rregueir Date 2007-07-26 Time 13:39 Sent To   Notes 2007-07-30 10:51:36 2ND REVIEW: DENIED       FBC 2004 CODE FAMILY W/ 2005 AND 2006 REVISIONS FBC   CH.1 AS AMMENDED BY THE CITY OF WEST PALM BEACH       THE FOLLOWING COMMENTS ARE NUMBERED TO CORRESPOND WITH   PREVIOUS REVIEW COMMENTS FOR CONTINUITY. ADDITIONAL NEW   COMMENTS MAY APPEAR AT THE END AS A RESPONSE TO NEW   INFORMATION PROVIDED.       1. OK       2. FIRE DAMPERS ARE STILL SHOWN ON SEF-2 DUCT AT TRASH   ROOM AND ELEVATOR FOYER WALLS. RATHER THAN ADDRESSING   THE COMMENT BY REPLACING FIRE DAMPERS IN SMOKE EXHAUST   DUCT WITH APPROVED ALTERNATIVE PROTECTION (SUCH AS   COMBINATION FIRE/SMOKE DAMPERS), THE SITUATION IS MADE   WORSE BY THE ADDITION OF ANOTHER FIRE DAMPER IN THE   SMOKE EXHAUST DUCT AT THE TRASH ROOM WALL. SEE FBC,M   607.2.1: "WHERE THE INSTALLATION OF A FIRE DAMPER WILL   INTERFERE WITH THE OPERATION OF A REQUIRED SMOKE   CONTROL SYSTEM IN ACCORDANCE WITH SECTION 513, APPROVED   ALTERNATIVE PROTECTION SHALL BE UTILIZED."       3. A) SMOKE CONTROL RATIONAL ANALYSIS CALLS FOR 2850   CFM OF MAKE-UP AIR FOR THE 3500 CFM OF SMOKE EXHAUST IN   THE FIRST FLOOR LOBBY AREA. AHU-4 APPEARS TO BE THE   ONLY SOURCE OF MAKE-UP AIR FOR THE FIRST FLOOR LOBBY.   AHU-4 IS SHOWN AS 5 TON ON FLOOR PLAN BUT ON EQUIPMENT   SCHEDULE AHU-4 IS SHOWN AS 3 TONS WITH 1090 CFM   CAPACITY. EVEN A 5 TON AHU WILL NOT TYPICALLY DELIVER   2850 CFM. B) THE DUCT AND DAMPER DESIGN FOR AHU-4 DOES   NOT HAVE A MECHANISM IN PLACE TO FORCE ALL THE AIR FROM   AHU-4 TO THE FIRST FLOOR LOBBY AREA SHOULD CONDITIONS   CALL FOR EXHAUST IN THE FIRST FLOOR LOBBY AREA. THIS   WOULD SEEM TO BE A NECESSARY COMPONENT OF THE SMOKE   EXHAUST SYYSTEM FOR THE FIRST FLOOR LOBBY IF AHU-4 IS   TO COME CLOSE TO PROVIDING THE REQUIRED CFM OF MAKE-UP   AIR TO THE SPACE BEING EXHAUSTED. C) RATIONAL ANALYSIS   INDICATES ON PAGE 17 THAT THE MAIN LOBBY SHOULD BE   2-HOUR RATED WHILE THE LIFE SAFETY PLAN (LS.1) SHOWS   LOBBY TO BE 1-HOUR RATED. PG 17 ALSO NOTES THAT LOBBY   PRESSURIZATION DUCTS SHALL BE PROTECTED BY A 2-HOUR   FIRE RESISTIVE RATING FROM THE SOURCE OF OUTDOOR AIR UP   TO THE ENCLOSURE. SEE NOTE #2 ON PG 17. D) IS THERE A   TIME OR CONDITION IN WHICH THE FIRST FLOOR LOBBY WOULD   BE PRESSURIZED RATHER THAN EXHAUSTED? THAT CONDITION IS   NOT COVERED IN THE SEQUENCE ON M0.00.       4.ON PG M1.01 PLAN SHOWS A FIRE DAMPER AND FIRE/SMOKE   DAMPER AT 2ND FLOOR SLAB PENETRATION. PLEASE REMOVE   DESIGNATION FOR THE FD AS BOTH ARE NOT REQUIRED AND THE   FD IS PROHIBITED PER FBC,M 607.2.1 (THIS WAS MOST   LIKELY LEFT ON PLANS BY MISTAKE). ALSO, NOTE ON M1.02   CALLS FOR A 20X18 OPENING IN SLAB FOR A 14X12   FIRE/SMOKE DAMPER. PLEASE CONSULT FSD INSTALLATION   INSTRUCTIONS FOR MIN/MAX ANNULAR SPACE REQUIREMENTS.   THE SIZE ON PLAN IS LIKELY TO BE WELL OUTSIDE THE   ALLOWANCE PER THE DAMPERS LISTING/INSTRUCTIONS. FBC,M   607.2       5. NOW THAT AHU-4 IS BEING USED FOR MAKE-UP AIR FOR THE   MAIN LOBBY, THE DOWN-SIZING OF AHU-4 AND DUCT SYSTEM   HAS ADVERSELY AFFECTED THE DESIGN OF THIS PORTION OF   THE SMOKE CONTROL SYSTEM. SEE COMMENT 3 ABOVE AND THE   RATIONAL ANALYSIS REPORT.       6. RESPONSE STATES "PROTECTION OF OPENINGS PROVIDED."   HOWEVER, NO PROTECTION IS SHOWN ON PLANS. A LOUVER IS   NOT AN OPENING PROTECTIVE IN A RATED WALL.       7. OK       8. GENERATOR EXHAUST IS SHOWN DISCHARGING UNDER A   TERRACE FOR AN UPPER FLOOR APARTMENT. ALSO, WHAT IS THE   HEIGHT OF THE EXHAUST DISCHARGE IN RELATION TO   ADJOINING GRADE?       9. M1.02 SHOWS A FIRE DAMPER ON THE 30X14 O.A. DUCT AT   THE MECHANICAL ROOM WALL. APPROVED ALTERMATIVE   PROTECTION (SUCH AS A FSD) SHALL BE UTILIZED PER FBC,M   607.2.1. ALSO, WHAT IS THE PURPOSE OF THE MOTORIZED   DAMPER ON TOP OF AHU-4? WHERE IS THE DUCT SMOKE   DETECTOR?       10. M1.02: A LOUVER IS NOT AN OPENING PROTECTIVE IN A   FIRE RATED ASSEMBLY. ALSO, 6X6 DUCT INTO TENANT STORAGE   IS STILL SHOWN TO BE UNPROTECTED. NOTE: DUCTS NOT   REQUIRED TO HAVE DAMPERS IN FIRE RESISTANCE RATED   ASSEMBLIES SHALL COMPLY WITH FBC SEC.712.       11. OK       12. OK EXCEPT WEST STORAGE ROOM. SEE COMMENT 10 ABOVE.       13. OK       14. M1.02: 10X6 DUCT IS NOW SHOWN AS 10X10. FIRE   DAMPERS ARE STILL SHOWN IN SMOKE EXHAUST DUCT. SEE   FBC,M 607.2.1: "WHERE THE INSTALLATION OF A FIRE DAMPER   WILL INTERFERE WITH THE OPERATION OF A REQUIRED SMOKE   CONTROL SYSTEM IN ACCORDANCE WITH SECTION 513, APPROVED   ALTERNATIVE PROTECTION SHALL BE UTILIZED."       15.A)WHERE COMMUNICATING WITH THE OUTDOORS THROUGH   HORIZONTAL DUCTS, EACH OPENING SHALL HAVE A MINIMUM   FREE AREA OF 1 SQ.IN. PER 2,000 BTU/H PER FBC,FG   304.6.1. AT 400,000 BTU/H, EACH DUCT REQUIRES A MINIMUM   OF 200 SQ.IN. B) AHERE EXHAUST FANS ARE INSTALLED,   MAKE-UP AIR SHALL BE PROVIDED TO REPLACE THE EXHAUSTED   AIR PER FBC,FG 304.9.1. THIS WOULD BE IN ADDITION TO   THE REQUIRED COMBUSTION AIR. C) COMBUSTION AIR DUCTS   SHOULD NOT SHARE THE SAME LOUVER AND PLENUM PER FBC,FG   304.11(4).       16.OK       17. OK       18. OK       19. NO INFORMATION COULD BE FOUND IN THE A/C EQUIPMENT   SUBMITTALS PROVIDED REGARDING LINE LENGTHS OR ALLOWED   VERTICAL DISTANCES. IF THERE IS NO PUBLISHED LITERATURE   ON THESE SUBJECTS, PLEASE PROVIDE SITE SPECIFIC   ENGINEERING FROM THE MANUFACTURER SHOWING THE   FEASIBILITY OF THIS TYPE OF INSTALLATION. FBC 106.1.2.   NOTE: BASED ON THE CLEARANCE REQUIREMENTS FOR SERVICE   AND VENTILATION AS STATED IN LENNOX INSTALLATION   INSTRUCTIONS, PLEASE VERIFY LAYOUT OF CONDENSERS ON   ROOF MEETS ALL CLEARANCE REQUIREMENTS. SEE LENNOX 13ACD   INSTALLATION INSTRUCTIONS PAGE 3.       20. OK       21. DAMPERS WERE ADDED PER THE PREVIOUS COMMENT.   HOWEVER, BASED ON THE SMOKE CONTROL RATIONAL ANALYSIS   AND FBC,M 607.5.4, FIRE ANS SMOKE DAMPERS ARE REQUIRED   AT ALL FRESH AIR DUCTS PENETRATIONS OF CORRIDOR WALLS   INTO APARTMENTS. CONTROL OF THESE DAMPERS SHOULD BE   INCLUDED IN THE SEQUENCE OF OPERATIONS. ALSO, PLEASE   VERIFY SMOKE CONTROL SEQUENCE AS SHOWN ON M0.00 IS   COORDINATED WITH THE RATIONAL ANALYSIS AS THERE APPEAR   TO BE SOME DISCREPANCIES BETWEEN THE TWO. PLEASE HAVE   THE ENGINEER OF RECORD FOR THIS PROJECT PROVIDE A SHOP   DRAWING REVIEW AND APPROVE THE ANALYSIS.       22. FLOOR PLAN STILL SHOWS 2230 CFM AND RISER DIAGRAM   STILL SHOWS 2600 CFM. THIS DOES NOT APPEAR TO HAVE BEEN   CORRECTED.       23. OK       24. OK       25. BOOSTER FANS WILL NOT BE ACCEPTED BY THIS AHJ   UNLESS THE DRYER MANUFACTURER'S INSTALLATION   INSTRUCTIONS MAKE PROVISIONS FOR THEIR USE. CLOTHES   DRYERS SHALL BE EXHAUSTED IN ACCORDANCE WITH THE   MANUFACTURER'S INSTRUCTIONS PER FBC,M 504.1.   NOTE: 504.6.1 ALLOWS FOR EXTENDED DRYER EXHAUST DUCT   LENGTHS BASED ON MANUFACTURER'S INSTRUCTIONS. PLEASE   SEE EXCEPTION UNDER THIS SECTION: "EXCEPTION: WHERE THE   MAKE AND MODEL OF THE CLOTHES DRYER TO BE INSTALLED IS   KNOWN AND THE MANUFACTURER?S INSTALLATION INSTRUCTIONS   FOR SUCH DRYER ARE PROVIDED TO THE CODE OFFICIAL, THE   MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY   TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE   WITH THE DRYER MANUFACTURER?S INSTALLATION   INSTRUCTIONS." MANUFACTURER'S INSTRUCTIONS MAY MAKE THE   USE OF BOOSTER FANS UNNECESSARY FOR THE LENGTH OF DUCT   SHOWN ON PLANS.       26. OK       27. THIS WILL BE CHECKED IN CONJUNCTION WITH COMMENT   #30.       28. OK       29. COMMENT HAS BEEN ADDRESSED. HOWEVER, IT WAS NOT   NOTED IN PREVIOUS REVIEW THAT THE DRYER EXHAUST DUCT IS   LOCATED IN A RETURN AIR PLENUM. THIS CONDITION IS   PROHIBITED PER FBC,M 504.4 AND 601.3.       30. THREE UNITS CHECKED; 3N, 3S AND 6. NONE OF THESE   FLOOR PLANS BALANCE WITH EQUIPMENT SCHEDULE. PLEASE   ADDRESS THIS COMMENT FULLY BEFORE RESUBMITTING PLANS.       31. OK       32. OK       33. OK EXCEPT: SEE COMMENT #3 REGARDING AHU-4 SIZE AND   SMOKE CONTROL.       34. OK       35. OK       36. THIS DETAIL IS SUFFICIENT PENDING FIELD INSPECTOR'S   APPROVAL. THERE MAY BE A CONCERN REGARDING THE LOVER   BEING IN THE AIRFLOW OF THE DRYER EXHAUST AND   COLLECTING LINT.       37. S-10 SEC.4 SAYS "A/C STAND BY SUPPLIER." IS THIS A   PRE-ENGINEERED SYSTEM? ALSO, STRUCTURAL ENGINEER'S   WINDLOAD CALCULATIONS HAVE BEEN RECEIVED. HOWEVER,   DETAIL DRAWINGS SHOWING THE INSTALLATION METHOD IN THE   CALCULATIONS REPORT COULD NOT BE FOUND ON PLANS. PLEASE   ALSO INCLUDE INFORMATION REGARDING THE ATTACHMENT OF   THE EQUIPMENT TO THE CURB. FBC 106.1.2       38. M6.01, THIS DETAIL DOES NOT APPEAR TO HAVE BEEN   MODIFIED IN ANY WAY OTHER THAN ITS LOCATION ON THE   PPAGE HAS CHANGED. RATED SHAFTS FOR REFRIGERANT RISERS   HAVE BEEN ADDED TO ARCHITECTURAL PLANS BUT NO SUCH   INFORMATION IS INDICATED ON MECHANICAL PLANS. ALSO,   PROVIDE DETAIL FOR LISTED ASSEMBLY TO BE USED AT   REFFRIGERANT PIPE PENETRATION OF RATED SHAFTS. THE ONES   SHOWN ON M6.02 ARE NOT APPLICABLE TO THIS APPLICATION.       39. OK       40. THE DETAIL SHOWN ON S-10 SEC.4 IS APPLICABLE TO   NEITHER DUCT SUPPORTS NOT ROOF CURB/RTU ATTACHMENTS.   PLEASE SEE #37 ABOVE.       41. THROUGH PENETRATION FIRESTOP DETAIL: THROUGH   PENETRATION FIRE-STOP SYSTEMS USED IN FLOORS SHALL HAVE   AN F AND T RATING OF NOT LESS THAN 1 HOUR BUT NOT LESS   THAN THE REQUIRED RATING OF THE FLOOR BEING PENETRATED   PER FBC 712.4.1.2. ALSO, NOTICE THE DETAIL SHOWN FOR   INSULATED PIPE IS LIMITED TO 1" DIAMETER OR SMALLER.   PERHAPS THIS DETAIL IS A MOOT POINT SINCE RATED SHAFTS   HAVE BEEN ADDED TO ARCHITECTURALS PLANS FOR REFRIGERANT   RISERS. HOWEVER, IF A THROUGH PENETRATION FIRE-STOP   SYSTEM IS NEEDED IN THE BUILDING, A MORE SUITABLE   SYSTEM WILL NEED TO BE SPECIFIED.       42. OK       43. UNABLE TO LOCATE ANY PLUMBING RESPONSE TO THIS   COMMENT.       44. OK       45. OK       46. NOTE IS STILL SHOWN WITH INCORRECT CODE SECTION IN   THE "ENERGY EFFICIENCY" BOX ON M0.00       47. OK       48. AMF-1 ON M1.01 AND M1.02, ALSO GEF 3 AND GEF 4: SEE   FBC,M 504.4 "APPLIANCES LOCATED IN PUBLIC GARAGES OR   OTHER AREAS FREQUENTED BY MOTOR VEHICLES, SHALL BE   INSTALLED A MINIMUM OF 8 FEET (2438 MM) ABOVE THE   FLOOR. WHERE MOTOR VEHICLES EXCEED 6 FEET (1829 MM) IN   HEIGHT AND ARE CAPABLE OF PASSING UNDER AN APPLIANCE,   APPLIANCES SHALL BE INSTALLED A MINIMUM OF 2 FEET (610   MM) HIGHER ABOVE THE FLOOR THAN THE HEIGHT OF THE   TALLEST VEHICLE.   EXCEPTION: THE REQUIREMENTS OF THIS SECTION SHALL NOT   APPLY WHERE THE APPLIANCES ARE PROTECTED FROM MOTOR   VEHICLE IMPACT AND INSTALLED IN ACCORDANCE WITH NFPA   88B."       NEW COMMENTS RELATED TO ENERGY CALCULATIONS:       A. EXTERIOR WALL TYPE SHOWN ON CALCULATIONS CALL FOR   R-11.9 IN THE INPUT DATA REPORT. HOWEVER, THE EXTERIOR   MASONRY WALL DETAIL ON A9.02 CALLS FOR 1" POLYSTYRENE   W/ MIN. R-5. PLEASE COORDINATE PLANS AND CONSTRUCTION   TYPE TO BE ISED WITH THE INPUT DATA REPORT OF THE   ENERGY CALCULATIONS. NO CONSTRUCTION METHOD IS SHOWN   WHICH WOULD ACHIEVE THE R-11.9 WHICH IS CALLED FOR IN   ENERGY CALCULATIONS.       B. ROOF TYPE SHOWN IN CALCULATIONS IS "MATAL BLDG ROOF   W/ R-19 BATT." THIS DOES NOT CORRELATE WITH TYPE OF   CONSTRUCTION SHWON ON PLANS. THIS IS NT A METAL   BUILDING AND THERE IS NO BATT INSULATION CALLED FOR ON   PLANS FOR THE ROOF. PLANS CALL FOR A CONCRETE ROOF DECK   WITH A REGID INSULATION BUILT-UP ROOF SYSTEM. PLEASE   COORDINATE PLANS WITH THE INPUT DATA REPORT.       C. PG M0.00 CALLS FOR MINIMUM R-11 INSULATION AT FLOORS   ABOVE UNCONDITIONED SPACES (SUCH AS THE PARKING   GARAGE). THIS IS NOT SHOWN ON PLANS OR ENERGY   CALCULATIONS. PLEASE CLARIFY.       IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:   RONALD J REGUEIRO   561.805.6719   [email protected] Review Stop M MECHANICAL (A/C) Rev No 1 Status F Date 2007-04-04 Cont ID   Sent By rregueir Date 2007-04-04 Time 14:04 Rev Time 0.00 Received By rregueir Date 2007-03-28 Time 15:08 Sent To   Notes 2007-04-04 07:54:14 -----------------DENIED--------------------       FBC 2004 CODE FAMILY W/2006 REVISIONS   FBC CHAPETER 1 AS AMENDED AND ADOPTED BY THE CITY OF   WEST PALM BEACH   ASHRAE 15-04   ASHRAE 62-04   NFPA 90A-02   SMACNA-95           1. M1.01: 16X10 INTAKE LOUVER IS PENETRATING A FIRE   BARRIER (AS INDICATED ON A2.33) BETWEEN VESTIBULE AND   COMMERCIAL SPACE #5. PLEASE SHOW HOW THIS OPENING IS TO   BE PROTECTED PER FBC,M 607.5.2.       2. M1.01: WHERE THE INSTALLATION OF A FIRE DAMPER WILL   INTERFERE WITH THE OPERATION OF A SMOKE CONTROL SYSTEM,   APPROVED ALTERNATE PROTECTION SHALL BE USED PER FBC,M   607.2.1.FIRE DAMPERS ARE SHOWN AT THE BOTTOM OF SER-2   SHAFT AND AT ELEVATOR FOYER PENETRATION. RISER DIAGRAM   ON M4.01 CALLS FOR COMBO FIRE/SMOKE DAMPER AT SHAFT   PENETRATION. COMBINATION FIRE/SMOKE DAMPERS MAY ALSO BE   USED AT TRASH ROOM AND ELEVATOR FOYER PENETRATIONS AS   AN APPROVED ALTERNATIVE PROTECTION.       3. M1.01: WHAT IS THE SOURCE OF THE 2850 CFM OF MAKE-UP   AIR FOR THE SMOKE EXHAUST IN THE ELEVATOR FOYER AND   LOBBY? NONE IS SHOWN ON PLANS. PLEASE CLARIFY PER FBC   106.1.1.       4. M1.01 AND M1.02: THE 22X14 DUCT FROM AHU 4   PENETRATING THE 2ND FLOOR SLAB IS AN UNPROTECTED   OPNEING IN A FIRE BARRIER. PLEASE SHOW HOW THIS OPENING   IS TO BE PROTECTED PER FBC,M 607.5.2.       5. M1.01/M1.02: AHU 4 IS SHOWN ON EQUIPMENT SCHEDULE   (M5.01) TO PRODUCE 1600 CFM. DUCT SYSTEM DESIGN AS   DRAWN SHOWS 2200 CFM AT REGISTERS. PLEASE CLARIFY PER   FBC 106.1.1.       6. M1.01 THERE ARE UNPROTECTED OPENINGS IN FIRE   BARRIERS AT SGF-1 AND DPF-1 (BASED ON A2.33). PLEASE   SHOW HOW THESE OPENINGS WILL BE PROTECTED PER FBC,M   607.5.2.       7. M1.01 GENERATOR ROOM: EXTERIOR WALL (WEST) IS SHOWN   ON A2.32 AS TWO-HOUR RATED. LS-1 SHOWS THIS WALL AS   UNRATED. WHICH OF THESE CONDITIONS IS INTENDED, WITH   CONSIDERATION FOR THE EXIT DISCHARGE PATH TRAVELING   NORTH? IF WALL IS TO BE RATED, OPENING PROTECTION WILL   BE REQUIRED AT TE RADIATOR EXHAUST AND INTAKE LOUVERS   PER FBC,M 607.5.2. THIS CONDITION MAY IMPACT GEF 1 & 2   WHICH ARE TO THE SOUTH IN THE SAME EXTERIOR WALL.       8. M1.01 GENERATOR EXHAUST: PLEASE VERIFY DISCHARGE   LOCATION TO BE IN COMPLIANCE WITH FBC,M 401.5.2.       9. M1.02: WHAT IS THE SOURCE OF THE 300 CFM OF MAKE-UP   AIR FOR SMOKE EXHAUST IN THE ELEVATOR FOYER?       10. M1.02: THERE ARE UNPROTECTED OPENINGS IN FIRE   BARRIERS IN TENANT STORAGE ROOMS, GEF 1&2 AND THE FIRE   PUMP ROOM (BASED ON A2.36 & A2.37). PLEASE SHOW   COMPLIANCE WITH FBC,M 607.5.2.       11. M1.01: WHAT MEANS IS TO BE USED FOR VENTILATION OF   THE TRASH ROOM?       12. M1.02 TENANT STORAGE ROOMS: WHAT ARE THE SIZES OF   O.A. LOUVERS AND CONNECTING DUCTS? PLEASE SHOW MEANS OF   TYING O.A. DUCTS TO AHUS FOR MECHANICAL VENTILATION PER   T403.3 AND 404.       13. M1.01,M1.02,M4.01: SEF-2 RISER DIAGRAM SHOWS 1000   CFM AT FIRST FLOOR AND MEZZANINE LEVELS. FLOOR PLAN   CALLS FOR 3500 CFM ON 1ST FLOOR AND 350 CFM ON   MEZZANINE LEVEL. PLEASE CLARIFY.ALSO, FEF-2 ON   SCHEDULE AND RISER DIAGRAM IS RATED FOR 3200 CFM. HOW   WILL IT MOVE 3500 CFM ON 1ST FLOOR?       14. M1.02 10X6 SMOKE EXHAUST: PLEASE SEE RELATED   COMMENT #2.       15. M1.02 POOL EQUIPMENT ROOM: COMBUSTION AIR   CALCULATIONS FOR LOUVER SIZING IS BASED ON 400,000   BTU/H BUT CAPACITY IS LISTED ON PLAN AS 675,000 BTU/H.   PLEASE CLARIFY PER FBC 106.1.1.       16. M1.02 POOL EQUIPMENT ROOM: MECHANICAL EXHAUST SHALL   BE DISCHARGED OUTDOORS AT A POINT WHERE IT WILL NOT   CAUSE A NUISANCE AND FROM WHICH IT CAN NOT AGAIN BE   READILY DRAWN IN BY A VENTILATING SYSTEM. AN ENCLOSED   PARKING GARAGE IS NOT 'OUTDOORS.'       17. M1.02: WHAT IS THE MEANS OF VENTILATION FOR THE   TENANT STORAGE SPACES IN THE EAST END OF PARKING   GARAGE?       18. M1.03 RECREATION ROOM: AHU #9 ON PLANS SHOWS 1200   CFM OF SUPPLY. SCHEDULE AND SIZE OF EQUIPMENT (M5.01)   INDICATES 1000 CFM. PLEASE CLARIFY.       19. M5.01 NOTE 11:PLEASE PROVIDE MANUFACTURER'S   SUBMITTAL DATA AND INSTALLATION INSTRUCTIONS SHOWING   THE MAXIMUM ALLOWABLE VIRTICAL DISTANCE BETWEEN AHUS   AND REMOTE CONDENSING UNITS. FBC,M 304.1.       20. M1.03/M1.04 PLEASE IDENTIFY OUTSIDE AIR RISERS AS   THEY RELATE TO THEIR LABELS ON M4.02 (OAR1 & OAR2)       21. M1.03/M1.04 THERE ARE SEVERAL UNPROTECTED OUTSIDE   AIR DUCT PENETRATIONS THROUGH RATED FIRE BARRIERS FROM   CORRIDOR INTO A/C CLOSETS. PLEASE SHOW HOW THESE   OPENINGS ARE TO BE PROTECTED PER FBC,M 607.5.2.       22. M1.03: PLAN SHOWS COMBINED 2230 CFM OUTSIDE AIR   FROM BOTH RISERS. RISER DIAGRAM SHOWS 2600 CFM   COMBINED. PLEASE CLARIFY.       23. M1.05 PLEASE SHOW SIZE OF LOUVER AND OUTSIDE AIR   DUCT IN BUILDING MAINTENANCE ROOM FOR AHU #10.       24. GENERAL NOTE: PLEASE SHOW TYPE OF AIR DISTRIBUTION   TO BE USED ON ALL COMMON AREA AHU'S PER FBC 106.1.1.       25. M2.01-M2.04: PLEASE SHOW HOW THE REQUIREMENTS OF   FBC,M 504.6.1 WILL BE MET. MOST, IF NOT ALL DRYER   EXHAUST DUCTS EXCEED THE MAXIMUM ALLOWED LENGTH.       26. M2.01: BEDROOM 2 RETURN AIR TRANSFER DUCT IS NOT   DESIGNED TO MEET THE BALANCED R/A EXCEPTIONS OF FBC,M   601.4. IF THE TRANSFER DOES NOT MEET THE EXCEPTIONS, A   FIELD TEST WILL BE REQUIRED AT FINAL INSPECTION TO   DEMONSTRATE A PRESSURE DIFFERENTIAL OF 0.01" WC OR LESS   AS REQUIRED BY THIS SECTION.       27. M2.01-M2.04 AND M5.01: UNIT 3 HAS ONLY ONE DUCT   DESIGN SHOWN, BUT THERE ARE TWO DIFFERENT UNIT 3'S ON   SPLIT SYSTEM SCHEDULE, EACH WITH DIFFERENT SIZE   EQUIPMENT AND CFM REQUIREMENTS. PLEASE SHOW LAYOUTS FOR   BOTH UNIT 3N AND #S WITH THEIR CORRESPONDING EQUIPMENT   DESIGNATIONS AND DUCT DESIGNS WITH CFM'S MATCHING THE   SCHEDULE. ALSO, PLEASE SEE RELATED COMMENT #30. FBC   106.3.5.1.4       28. M2.01 UNIT 3: 4" ROUNDFLEX IN LAUNDRY ROOM IS   MISSING GRILL SIZE AND CFM DESIGNATION. FBC   106.3.5.1.4       29. M2.03 UNIT 12: ROUND FLEX DUCT DROP IN GUEST   BATHROOM IS MISSING DUCT SIZE, GRILL SIZE AND CFM   DESIGNATION. FBC 106.3.5.1.4       30. M2.01-M2.04: THE FOLLOWING UNITS HAVE DUCT DESIGNS   AND CFM DESIGNATIONS WHICH DO NOT CORRESPOND WITH   EQUIPMENT DESIGN CFM AS STATED ON SPLIT SYSTEM SCHEDULE   (M5.01):   UNIT 3 (SEE CMMENT #27), WITH 1360 CFM ON FLOOR PLAN   AND EITHER 625 OR 850 ON SCHEDULE.   UNIT 6, WITH 1080 CFM ON FLOOR PLAN AND 850 ON   SCHEDULE.   UNIT 8, WITH 1040 CFM ON FLOOR PLAN, 945 ON SCHEDULE.   UNITS 9 AND L9, WITH 720 CFM ON FLOOR PLAN AND 625 ON   SCHEDULE.   UNIT 11, WITH 1000 CFM ON FLOOR PLAN AND 815 ON   SCHEDULE.   UNIT 12, WITH 790 CFM ON FLOOR PLAN AND 625 ON   SCHEDULE.   PLEASE CORRECT EITHER THE DUCT DESIGN OR SCHEDULE AS   NEEDED FOR PROPER DESIGN. PLEASE ENSURE ENERGY   CALCULATIONS ARE ADJUSTED AS NEEDED TO REFLECT ANY   CHANGES MADE TO COMPLY WITH THIS REVIEW COMMENT.       31. M4.02: I AM UNABLE TO LOCATE SUFFICIENT DETAIL IN   ARCHITECTURAL OR STRUCTURAL PLANS TO DETERMINE CLEAR   OPENINGS IN SHAFTS FOR OAR 1 &2. PLEASE PROVIDE OR HELP   ME LOCATE THIS INFORMATION TO ENSURE ADEQUATE SPACE FOR   OA DUCT WITH INSULATION, ESPECIALLY ON UPPER FLOORS   WHERE DUCT+INSULATION DIMENSIONS WILL BE 48X26.       32. M5.01: COMMON AREA UNITS SCHEDULE: AHU-11 DOES NOT   HAVE A CORRESPONDING CONDENSING UNIT. WHAT IS THE AREA   SERVED BY THIS EQUIPMENT?       33. M5.01 AHU 4,5 AND 10 ALL SHOW SAME MODEL # BUT HAVE   DIFFERING CFM DESIGNATIONS, CONDENSERS AND ELECTRICAL   RATINGS. ALSO, AHU-10 IS PAIRED ON SCHEDULE WITH CU-5.   PLEASE CLARIFY, ENSURING THAT EQUIPMENT CORRESPONDS   WITH THE AREA BEING SERVED AND DESIGN REQUIREMENTS. FBC   106.1.1.       34. M5.02 O.A. CALCULATIONS NOTES 1 &2: PLEASE   REFERENCE ASHRA 62-04 AND VERIFY COMPLIANCE WITH THE   CURRENT STANDARD. ASHRAE 62-04 STANDARD WAS ADOPTED AS   PART OF THE 2006 REVISIONS TO THE FBC 2004.       35. M6.01 FIRE DAMPER DETAIL: FIRE DAMPERS, SMOKE   DAMPERS AND COMBINATION FIRE/SMOKE DAMPERS ARE TO BE   INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S   INSTALLATION INSTRUCTIONS AND THEIR LISTING PER FBC,M   607.2. PLEASE PROVIDE MANUFACTURER'S INSTRUCTIONS AND   REMOVE ANY PORTION OF FIRE DAMPER DETAILS WHICH   CONFLICT WITH SAME.       36. M6.01 EXTERIOR WALL CAP DETAIL: IS IT THE INTENTION   OF THIS DETAIL TO HAVE AN INLINE BACKDRAFT DAMPER AND A   BACKDRAFT DAMPER IN THE WALL CAP? AN INLINE DAMPER AS   WELL AS AN ACCESS PANEL IN THE DRYER EXHAUST DUCT IS   PROHIBITED PER FBC,M 504.6 AS A SMOOTH INTERIOR SURFACE   IS REQUIRED. PLEASE CLARIFY THE INTENT OF THIS DETAIL.       37. M6.01 VIBRATION CURB DETAIL: OUTDOOR EQUIPMENT IS   TO BE INSTALLED TO MEET WIND LOAD REQUIREMNTS PER FBC,M   301.13. PROVIDE SUFFICIENT STRUCTURAL DETAILS WITH WIND   LOAD CALCULATIONS FOR A BUILDING PLAN REVIEW TO   DETERMINE COMPLIANCE WITH FBC CH 16.       38. M6.01 TYPICAL VERTICAL A/C UNIT DIMENSIONAL DETAIL:   PLEASE SHOW HOW REFRIGERANT PIPING WILL MEET THE   REQUIREMENTS OF ASHRAE 15-810.3       39. M6.02 DWELLING UNIT EXHAUST FAN DETAIL: EXHAUST   DUCTS UNDER POSITIVE PRESSURE SHALL NOT PASS THROUGH A   PLENUM PER FBC,M 601.3.       40. M6.02 DUCT AND COONDENSING UNIT ROOF DETAIL: SEE   COMMENT #37 REGARDING WIND LOADS AND OUTDOOR   EQUIPMENT.       41. M6.02 FIRESTOP DETAIL: HOW WILL THESE TWO SYSTEMS   BE USED IN THIS APPLICATION GIVEN THE MAXIMUM ANNULAR   SPACE ALLOWED IN THE FIRST DETAIL? HOW WILL THE 2ND   DETAIL APPLY WHEN IT DOES NOT ALLOW FOR INSULATED PIPE   AND ALLOWS ON 3 PIPES PER FIRE BARRIER OPENING?       42. M6.02 AHU HANGING DETAIL: PLEASE SHOW MEANS OF   SECONDARY/AUXILIARY DRAIN PROTECTION PER FBC,M 307.2.3.   ALSO, SERVICE CLEARNCE IS TO COMPLY WITH FBC,M 306.3,   NEC 110.26(A) AND MANUFACTURER'S INSTALLATION   INSTRUCTIONS.       43. M6.02 TYPICAL VERTICAL AHU DETAIL:   A) PLEASE SHOW MEANS OF AUXILIARY/SECONDARY DRAIN   PROTECTION PER FBC,M 307.2.3.   B) FLOOR DRAIN MAY NOT BE LOCATED IN A PLENUM PER FBC,M   602.   C) IF CPVC IS TO BE USED FOR CONDENSATE, PLEASE PROVIDE   SUBMITTAL DATA SHOWING CLEAR INSIDE DIMENSION OF PIPE   (MIN. 3/4" I.D. PER FBC,M 307.2.2) AND SLAME   SPREAD/SMOKE DEVELOPEMENT RATING PER FBC,M 602.2.1.       44. PLEASE SEE ELECTRICAL COMMENT #4 REGARDING THE   ENGINEER'S SIGNATURE.       45. M0.00 EQUIPMENT IDENTIFICATION: IF PLASTIC   NAMEPLATES ARE TO BE USEDIN PLENUMS, PLEASE PROVIDE   FLAME SPREAD/SMOKE DEVELOPMENT RATING PER FBC,M   602.2.1.       46. M0.00 SMOKE CONTROL NOTE: FBC 412.5 DOES NOT RELATE   TO SMOKE CONTROL OR HIGH-RISE CONSTRUCTION. PLEASE   REMOVE OR CORRECT.       47. PLEASE PROVIDE DETAIL SHOWING MEANS OF SUPPORT FOR   DUCTS IN RISERS. FBC 106.1.1.       48. M1.01 & M1.02: ARE GARAGE EXHAUST FANS TO RUN   CONTINUOUS OR INTERMITTANTLY, CONTROLLED BY C.O.   SENSORS? PLEASE SEE THE REQUIREMENTS OF FBC,M 404.       PLEASE FEEL FREE TO CONTACT ME IF YOU HAVE ANY   QUESTIONS:       REVIEWED BY:   RONALD J REGUEIRO   561.805.6719   [email protected]         Review Stop P PLUMBING Rev No 2 Status F Date 2007-08-11 Cont ID   Sent By kstevens Date 2007-08-11 Time 16:00 Rev Time 0.00 Received By kstevens Date 2007-08-11 Time 16:00 Sent To   Notes 2007-07-21 20:03:21 DENIED   REFERENCE: FBC-2004 PLUMBING   FBC-2004 BUILDING   FBC-2004 FUEL GAS   FBC-2004 CHAPTER 1   FBC-2004 CHAPTER 11   FHA-98 DESIGN MANUAL   FLORIDA ADMINSTRATIVE CODE   FLORIDA STATUTES       ****FROM PREVIOUS REVIEW:       1. OK   2. OK   3. OK - TO BE ADDRESSED BY MECHANICAL PLAN REVIEWER       4. SHT A2.03 NOT ALL TERRACES, DECK DRAINS AROUND THE   POOL & WALKWAYS SHOW EOD'S. SECTIONS 1107.1 & 1107.2 .   PLEASE INDICATE THE LOCATION OF ALL REQUIRED SECONDARY   DRAINS.   ****RESPONSE NOTED, BUT DECK DRAIN WEST OF COL. LINE   B/23 , NORTH SIDE OF POOL & TERRACE ON COL. LINE J/4   SHOW NO SECONDARY DRAINAGE.       5. OK   6. OK   7. OK       8. SHT A2.41 SHOW SECONDARY DRAINS FOR THE TERRACES AND   WALKWAY.SECTIONS 1107.1 & 1107.2.   ****RESPONSE NOTED, BUT NO SECONDARY DRAIN IS SHOWN ON   THE LAST TERRACE, (LN-1207). ALSO SHT A2.42 TERRACES   LN-106, LN-111, LN-208, LN-307 SHOW NO DRAINAGE, BUT   DETAIL 7/A801 (TYP) DOES NOT INDICATE DRAINAGE GAPS.   PLEASE CLARIFY.-SHT A2.42 REFERS TO DETAIL 10/A807,   BUT THAT DETAIL IS NOT FOUND. PLEASE CLARIFY.       9.OK   10. OK   11. OK   12. OK   13. OK   14. OK   15. OK   16. OK       17. SHT P0.00 KEY NOTE #4 INDICATES A PERFORATED CAP   FOR THE SECONDARY DRAIN. PLEASE CLARIFY. SECTION   106.1.1. IF THE SECONDARY DRAIN IS FOR STORM, A FULL   SIZE OPENING IS REQUIRED.   ****RESPONSE NOTED, BUT WIRE MESH IS NOT APPROVED AS   THIS CAN BE AN OBSTRUCTION. A CLEAR OPENING IS   REQUIRED. SECTION 706.2. PLEASE REMOVE ALL OBSTRUCTIONS   FROM THE END OF THE PIPE.       18. OK   19. OK   20. OK   21. OK   22. OK   23. OK   24. OK   25. OK   26. OK   27. OK       28. SHT P1.03 TWO STORM LINES ARE NOT IDENTIFIED.   SECTION 106.1.1.   ****RESPONSE NOTED, BUT COMMENT NOT ADDRESSED.       29. OK   30. OK   31. OK       32. SHT P1.03 KEY NOTE 19 SHOWN CONNECTING TO THE STORM   RISER. CLARIFY. SECTION 106.1.1.   ****RESPONSE NOTED, BUT IT SEEMS LIKE 19 WAS CHANGED TO   17. MANY OTHER CHANGES TO PLANS BESIDES COMMENT   RESPONSES. THERE SEEM TO BE PLAN DEVELOPMENT BETWEEN   REVIEWS AND AFTER THE 101 COMMENT RESPONSES ARE   REVIEWED, I WILL HAVE TO DO A COMPLETE REVIEW LOOKING   FOR ANY OTHER CHANGES TO THE PLANS NOT IDENTIFIED AS   COMMENT RESPONSES.       33. OK   34. OK   35. OK   36. OK - KEY NOTE 11 ADDED.   37. OK   38. OK   39. OK   40. OK   41. OK   42. OK   43. OK   44. OK   45. OK   46. OK   47. OK   48. OK   49. OK   50. OK   51. OK   52. OK   53. OK   54. OK   55. OK   56. OK       57. SHT P1.07 1 4" VTR IS SHOWN UNDER DUCT WORK FOR THE   A/C SYSTEM. PLEASE CLARIFY. SECTION 106.1.1.   ****RESPONSE NOTED, BUT VTR WAS NOT MOVED. THE DUCT WAS   DELETED FROM THE PLUMBING SHEETS, BUT UPON REVIEW OF   THE MECHANICAL PLANS, THE DUCT IS STILL SHOWN OVER THE   TOP OF THE VTR. PLEASE CLARIFY.       58. OK       59. SHT P1.07 KEY NOTES SEEM TO BE FOR MECHANICAL.   PLEASE CLARIFY. SECTION 106.1.1.   ****RESPONSE NOTED, BUT NOTES 1 & 6 HAVE NOT BEEN   FOUND. PLEASE CLARIFY.       60. OK   61. OK   62. OK   63. OK   64. OK   65. OK   66. OK   67. OK   68. OK   69. OK   70. OK   71. OK       72. SHT P2.02 THE SANITARY COLLECTION SHOWS THE VENT   FROM THE SHOWER CONNECTING TO RISER S/74. RISER S/74   DOES NOT SHOW THE VENT CONNECTING TO THE RISER. PLEASE   CLARIFY AND CORRELATE. SECTION 106.1.1.   ****RESPONSE NOTED, BUT SHT P2.02 HAS NOT BEEN REVISED.   THERE ARE NOW 2 RISERS DESIGNATED S/74. PLEASE   CLARIFY.           73. SHT P2.02 RISER S/20 ON THE COLLECTION RISER IS   SHOWN AS 88 DFU, BUT THE RISER DIAGRAM SHOWS IT AS 86   DFU. PLEASE CLARIFY. SECTION 106.1.1.   ****RESPONSE NOTED, BUT NO CHANGE IS INDICATED ON S/20.   PLEASE CLARIFY.       74. OK       75. SHT P2.06 2 RISERS ARE SUBMITTED FOR S/42. PLEASE   CLARIFY. SECTION 106.1.1.   ****RESPONSE NOTED, BUT THERE ARE STILL TWO S/42   RISERS. ONE ON SHT P2.05 & ONE ON SHT P2.06. PLEASE   CLARIFY.       76. SHT P2.06 RISERS S/34, S/71, S/73, & S/41 ALL SHOW   SHOWERS, BUT THE FLOOR PLAN SHOWS TUBS. PLEASE   CORRELATE. SECTION 106.1.1.   ****RESPONSE NOTED, BUT THE SHOWERS WERE ALREADY SHOWN   ON RISERS S/34, S/71 & S/73. NO CHANGE NOTED.       77. OK   78. OK   79. OK   80. OK   81. OK   82. OK   83. OK   84. OK   85. OK   86. OK   87. OK   88. OK   89. OK       90. SHT P2.13 THE SIZE OF THE DECK DRAINAGE PIPING   SHALL NOT BE REDUCED IN THE DIRECTION OF FLOW. (6" TO   4"). SECTION 704.2.   ****RESPONSE NOTED, BUT TWO AREAS SHOW 8" REDUCED TO 6"   IN THE DIRECTION OF FLOW AND ONE 4" RD DRAINING INTO 3"   PIPE.       91. SHT P2.13 THE TOTAL DRAINAGE AREA IS APPROX.   20,140SF. THE SECONDARY DRAINS ADD UP TO 6,880SF.   PLEASE CLARIFY. THE SECONDARY DRAINS SHALL DRAIN THE   SAME AMOUNT OF SQUARE FOOTAGE AS THE PRIMARY DRAINS.   SECTION 1107.3. SCUPPERS SHALL BE SIZED TO PREVENT THE   DEPTH OF PONDING WATER FROM EXCEEDING THAT FOR WHICH   THE ROOF WAS DESIGNED AS DETERMINED BY SECTION 1101.7.   PLEASE KEEP IN MIND THE DEPTH OF THE WATER BEFORE THE   SECONDARY DRAINAGE STARTS TO REMOVE THE STORM WATER AND   THE HEIGHT OF THE SLIDING DOORS TO THE UNITS OFF THE   TERACES.   ****RESPONSE NOTED, BUT PLEASE CLARIFY WHAT NATURAL   OVERFLOW PRETAINS TO. THIS IS A TERM I AM UNFAMILIAR   WITH.-SHEET P1.04 INDICATES THE SLOPE OF THE DECK   TO THE DECK DRAINS, BUT ALSO INDICATES THE SLOPE AWAY   FROM THE DECK DRAINS IN THE SAME AREAS TOWARD THE POOL.   PLEASE CLARIFY. PER SECTIONS 424.1 DEFINITION OF "WET   DECK AREA" & SECTION 424.1.3.1.2 THE WET DECK SHALL   SLOPE AWAY FROM THE POOL. PLEASE CLARIFY.       92. SHT P2.14 INDICATES GAS PIPE SIZES BASED ON THE   NFPA CHART. PIPING SHALL BE SIZED PER THE FBC-2004 FUEL   GAS CODE. PLEASE CHANGE REFERENCE.   ****RESPONSE NOTED, BUT REFERENCE NOTE NOT CHANGED.   SINCE THE TOTAL DEVELOPED LENGTH IS NOW EXCEEDING THE   200FT MAX ON FBC-2004 FUEL GAS TABLE FOR 2PSI THE TABLE   FROM NFPA WILL BE ACCEPTABLE. PLEASE SUBMIT THE TABLE   INDICATED. PLEASE MAKE SURE REFERENCE TO NFPA IS   INDICATED ON THE SHEET WITH THE TABLE.       93. SHT P2.14 THE LONGEST RUN IS INDICATED AS 58'0",   BUT ADDITION INDICATES 62' WITHOUT COUNTING THE LENGTH   OF PIPES FROM THE METER TO THE FIRST RISER. PLEASE   RECHECK THE ADDITION AND ADD THE PIPE LENGTH FROM THE   METER TO THE FIRST RISER. FBC-2004 FUEL GAS CODE   APPENDIX A - USE OF CAPACITY TABLES A.3.1(4).   ****RESPONSE NOTED. THIS COMMENT IS OK, BUT THE   CONTINUING PLAN DEVELOPMENT BETWEEN REVIEWS HAS ADDED A   GENERATOR THAT WILL GENERATE MORE COMMENTS.       94. SHT P2.14 INDICATE THE LENGTH OF PIPES FROM THE   REGULATOR TO THE POOL HEATER.   ****RESPONSE NOTED, BUT THE LENGTHS IN QUESTION HAVE   NOT BEEN INDICATED. COMMENT NOT ADDRESSED.       95. OK       96. SUBMIT CALCULATIONS FOR COMBUSTION   AIR (IF APPLICABLE) PER FBC-2004 FUEL   GAS CODE SECTION 304.   ****RESPONSE NOTED, BUT PLEASE INDICATE WHERE IN THE   MECHANICAL PLANS THIS CAN BE FOUND.       97. SUBMIT A DETAIL SHOWING THE TYPE,   LOCATION, SIZE AND TERMINATION OF THE   GAS VENTS PER FBC-2004 FUEL GAS CODE   SECS. 502 THRU 505.   ****RESPONSE NOTED, BUT PLEASE INDICATE WHERE IN THE   MECHANICAL PLANS THIS CAN BE FOUND.       98. SHT P2.14 KEY NOTE #13 NOT APPROVED. SECTION   504.7.2. SHOW TERMINATION FOR PAN DRAIN. ****RESPONSE   NOTED, BUT KEY NOTE #13 STILL INDICATES TERMINATION IN   THE GARAGE. THIS IS NOT APPROVED. IT IS POSSIBLE FOR   CARBON MONOXIDE TO ENTER THE UNITS FROM THESE OPEN   LINES. SUBMIT A ISOMETRIC RISER DIAGRAM FOR THE PAN   DRAINS SHOWING ALL PIPE SIZES, MATERIAL AND TERMINATION   POINT. SECTION 106.3.1.5.3(4)(13).       99. SHT P3.02 INSTALLATION NOTES. SE SOVENT (SESCO) &   TITE-RUFF SYSTEMS, DESIGN MANUAL 101/0 & TABLES. SUBMIT   MANUF. SPECIFICATION FOR ALL. SHOW TESTING AND APPROVAL   FOR ALL.   ****RESPONSE NOTED, BUT THE SOVENT DETAILS DO NOT   REFLECT THE DETAILS FROM THE DESIGN MANUAL 802. PLEASE   CORRELATE DETAILS AND THE DESIGN MANUAL.       100. OK       101. PLEASE RESUBMIT THE SET OF PLUMBING PLANS WITH THE   RED LINE MARK-UPS TO HELP EXPEDITE FOLLOWING PLAN   REVIEWS.   ****RESPONSE NOTED, BUT RED LINED MARK-UPS WERE NOT   RESUBMITTED WITH THE PLANS. MANY EXTRA HOURS HAVE BEEN   ADDED TO THE PLAN REVIEW AND BECAUSE OF THE PLAN   DEVELOPMENT BETWEEN REVIEWS THIS WILL ADD TO THE REVIEW   PROCESS.       **********NEW COMMENTS***********       1B. SHT P1.01 KEY NOTES #5 & #28 REMOVE REFERENCE TO   WIRE MESH AS IT IS NOT APPROVED. SECTION 706.2.       2B. SHT P1.01 KEY NOTE #36. THE POOL OVERFLOW SHALL   CONNECT TO THE STORM SYSTEM.       3B. SHT P1.01 KEY NOTES #28 & #29. PLEASE IDENTIFY WHAT   WILL DRAIN INTO THESE DRAINS. SECTION 106.1.1.       4B. SHT P1.02 KEY NOTE #15. PLEASE IDENTYFY WHAT WILL   DRAIN INTO THIS DRAIN. SECTION 106.1.1.       5B. SHT P1.02 REVISION #1 INDICATED ON SHEET IS NOT   INDICATED ON THE REVISION INDEX. PLEASE CLARIFY.   SECTION 106.1.1.       6B. SHT P1.02 KEY NOTES #22 THRU #25 ARE NEW ADDED TO   INDEX BUT NOT INDICATED AS A REVISION WITH CLOUD OR   REVISION NUMBER. PLEASE SHOW ALL REVISIONSWITH A   CLOUD AND REVISION NUMBER. SECTION 106.1.3.       7B. SHT P1.03 KEY NOTE #21 FLOOR DRAINS ARE NOT   APPROVED INDIRECT WASTE RECEPTORS. A FLOOR SINK OR HUB   DRAIN IS APPROVED PER SECTIONS 802.3 & 802.3.2.       8B. SHT P1.03 KEY NOTE #23. PLEASE IDENTIFY WHAT WILL   DRAIN INTO THIS LINE. SECTION 106.1.1.       9B. SHT P1.03 KEY NOTES #25 THRU #27 ARE ADDED NEW   WITHOUT A CLOUD OR REVISION NUMBER. PLEASE SHOW ALL   REVISIONSWITH A CLOUD AND REVISION NUMBER. SECTION   106.1.3.       10B. SHT P1.03 IDENTIFY THE DRAIN THAT WAS INDICATED AS   A PLANTER DRAIN ON PRIOR REVIEW SUBMITTAL, BUT IS NOW   CONNECTED TO THE STORM OVERFLOW DRAIN LINE. SECTION   106.1.1.       11B. SHT P1.03 TWO 3" DRAINS SHOWN WITH NO INDICATION   OF WHAT THEY DRAIN. PLEASE IDENTIFY THE DRAINS.       12B. SHT P1.03A, (NEW SHEET), INTERSTITIAL LEVEL SHOWS   TWO 4" DRAINS. PLEASE INDICATE WHAT SYSTEMS THESE   CONNECT TO AND WHERE THEY CAN BE FOUND ON THE ISOMETRIC   RISER DIAGRAMS.       13B. SHT P1.04. SEE DEFINITION OF "WET DECK AREA" IN   SECTION 424.1 OF THE BUILDING CODE AND SECTION   424.1.3.1.2 THE REQUIREMENT FOR THE WET DECK AREA TO BE   SLOPED AWAY FROM THE POOL. SLOPE INDICATORS ARE SHOWN   TO BE SLOPING AWAY FROM THE POOL AND TOWARD THE POOL IN   THE SAME AREAS. PLEASE CLARIFY. SECTION 106.1.1.       14B. SHT P2.05 RISER S/45 DOES NOT REFLECT THE FLOOR   PLAN ON FLOORS 3 THRU 8. PLEASE CORRELATE RISER AND   FLOOR PLAN INFORMATION. SECTION 106.1.1.       15B. SHT P2.10 BACKFLOW PROTECTION REQUIRED FOR THE   WATER SUPPLY LINE TO THE FOUNTAIN. PLEASE INDICATE   METHOD. SECTION 608.1.       16B. SHT P2.14 KEY NOTE #13 IS NOT APPROVED. IT IS   POSSIBLE FOR CARBON MONOXIDE TO ENTER THE UNITS FROM   THESE OPEN LINES.       17B. SHT P2.14 KEY NOTES 16, 17, 18, 19, 20 & 22 WERE   NOT FOUND. PLEASE CLARIFY. SECTION 106.1.1.       18B. SHT P3.04, (NEW SHEET), IS SHOWN WITH INFORMATION   FOR THE DIESEL TANKS AND SYSTEM. THIS IS INFORMATION   REQUIRED BY THE MECHANICAL PLAN REVIEWER ONLY. PLEASE   RESUBMIT WITH THE INFORMATION ON THE MECHANICAL SHEETS   ONLY.       19B. NEW GAS COMMENT. SUBMIT MANUF. SPECIFICATIONS FOR   THE GAS REGULATORS. INDICATE MODEL NUMBER AND SHOW   LISTING.       20B. MANUF. SPECIFICATIONS SHEETS FOR THE GENERATOR   INDICATES THE GENERATOR WILL BE DIESEL. NO NATURAL GAS   IS INDICATED. PLEASE SUBMIT MANUF. SPECIFICATIONS   SHOWING LISTING FOR GAS, THE BTU'S AT 100% LOAD AND   INSTALLATION INSTRUCTIONS WITH REQUIRED CLEARANCES.       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.       REVIEW BY KEN STEVENS   (561) 805-6721   FAX (561) 805-6731   E-MAIL [email protected] Review Stop P PLUMBING Rev No 1 Status F Date 2007-04-02 Cont ID   Sent By kstevens Date 2007-04-02 Time 08:52 Rev Time 0.00 Received By kstevens Date 2007-03-26 Time 18:58 Sent To   Notes 2007-04-02 18:30:41 DENIED   REFERENCE: FBC-2004 PLUMBING   FBC-2004 BUILDING   FBC-2004 FUEL GAS   FBC-2004 CHAPTER 1   FBC-2004 CHAPTER 11   FHA-98 DESIGN MANUAL   FLORIDA ADMINSTRATIVE CODE   FLORIDA STATUTES       1. ALL ARCHITECTURAL SHEETS. A TITLE BLOCK MUST AT A   MINIMUM CONTAIN THE FIRM LICENSE NUMBER. FAC   61G1-16.004(2)       2. IRRIGATION PERMIT AND PLANS ARE REQUIRED.   (INFORMATIONAL)       3. SHT A2.02 POOL EQUIPMENT ROOM SHALL BE VENTILATED.   EITHER BY CROSS VENTILLATION OR BY FORCED DRAFT. PLEASE   INDICATE METHOD. SECTION 424.1.5.4.       4. SHT A2.03 NOT ALL TERRACES, DECK DRAINS AROUND THE   POOL & WALKWAYS SHOW EOD'S. SECTIONS 1107.1 & 1107.2 .   PLEASE INDICATE THE LOCATION OF ALL REQUIRED SECONDARY   DRAINS.       5. SHTS A2.03, A2.44 & A4.01 A URINAL IS REQUIRED IN   THE MEN'S TOILET FOR THE POOL FACILITIES. TABLE   424.1.6.1.       6. SHT A2.05 SUBMIT CALCULATIONS FOR PRIMARY AND   SECONDARY ROOF DRAINS. SHOW THE SQUARE FOOTAGE OF EACH   DRAINALONG WITH 1/2 AREA OF ALL VERTICAL WALLS   INCLUDING PARAPETS, STAIRWAYS, MECH ROOMS ECT. ALONG   WITH ALL AREAS OF ROOFS THAT DRAIN TO THE ROOF AREA   FROM ABOVE. TABLE 1106.3.       7. SHS A2.38, A2.39, A2.40 & A2.41 W/C'S IN BOTH MASTER   BATHS, THAT ARE COMPARTMENTALIZED, DO NOT HAVE THE   CLEAR FLOOR SPACE REQUIRED AS SHOWN ON PAGE 7.43. THE   WALL CAN NOT EXTEND PAST 2' PER PAGE 7.44. SCALES OUT   PAST 2'.       8. SHT A2.41 SHOW SECONDARY DRAINS FOR THE TERRACES AND   WALKWAY.SECTIONS 1107.1 & 1107.2.       9. SHTS A2.71 & A2.72 NO FINISH INDICATED FOR THE POOL   TOILET ROOMS. PLEASE SEE SECTION 424.1.6.1.2 AND   SECTION 1210.2.       10. SHT A5.01 BLOCKING FOR THE SHOWER SHALL COMPLY WITH   PAGE 6.12. ALSO SHOW BLOCKING ON ALL THREE SIDES AS   REQUIRED.       11. SHT A5.02 UNITS 1,2,3,3M,5,6 & 7 BACKING REQUIRED   ON ALL SIDES OF THE TUB PER PAGES 6..8 & 6.9, AND FOR   THE SHOWERS PER PAGE 6.12 IN UNITS 1,3,3M,5,6, & 7.       12. SHT A5.03 BACKING REQUIRED ON ALL SIDES OF THE TUB   IN UNITS 03R,8,9,10,10R & 12 PER PAGES 6.8 & 6.9, AND   FOR THE SHOWERS PER PAGE 6.12 IN UNITS 03R,8 & 9.       13. SHT A5.03 DETAIL 16, THE CLEAR FLOOR SPACE IS   REQUIRED FOR THE URINAL PER SECTION 11-4.18.3. PLEASE   SHOW ON THE FLOOR PLAN.       14. SHTS A5.03 & A5.04. W/C'S IN THE POOL TOILET ROOMS   AND THE RETAIL TOILET ROOM SHALL BE 18" OFF THE WALL TO   THE CENTERLINE OF THE FIXTURE. FIG. 11-28. THE LAVS   SHALL BE 15" MINIMUM OFF THE WALL TO THE CENTERLINE OF   THE FIXTURE TO CENTER ON THE CLEAR FLOOR SPACE 30".   MINIMUM 30" FROM CENTERLINE OF THE W/C TO THE   CENTERLINE OF THE LAVREQUIRED PER SECTION 405.3.1 &   FIGURE 405.3.1.       15. SHT A5.04 SHOW THE WATER CLOSET FLUSH CONTROLS AS   REQUIRED IN SECTION 11-4.16.5, (WIDE SIDE).       16. ALL PLUMBING, MECHANICAL, AND ELECTRICAL SHEETS.   THE SIGNATURE OF THE ENGINEER IS REQUIRED. INITIALS ARE   SHOWN. FAC 61G15-23.002(2) AND FS 471.025       17. SHT P0.00 KEY NOTE #4 INDICATES A PERFORATED CAP   FOR THE SECONDARY DRAIN. PLEASE CLARIFY. SECTION   106.1.1. IF THE SECONDARY DRAIN IS FOR STORM, A FULL   SIZE OPENING IS REQUIRED.       18. SHT P1.01 INDICATE ALL RISER NUMBERS AT THE BASE OF   EACH STACK AND THROUGH THE BUILDING TO TRACK EACH   RISER. (EXAMPLE S/1, S/2, RWL/1, RWL/2, ETC.). SECTION   106.1.2.       19. SHT P1.01 KEY NOTES #5 & #12 NOT FOUND. PLEASE   CLARIFY. SECTION 106.1.1.       20. SHT P1.01 STAIR 1 FIRE DRAIN IS LABELED "SD".   PLEASE CLARIFY. SECTION 106.1.1.       21. SHT P1.01 ONE "SD" LINE IS INDICATED AS A 6" SANT.   LINE (6). PLEASE CLARIFY. SECTION 106.1.1.       22. SHT P1.01 IDENTIFY THE RISER BETWEEN THE DRINKING   FOUNTAIN AND THE FOUNTAIN DRAIN. (NO KEY NOTE NUMBER).   SECTION 106.1.1.       23. SHT P1.01 ONE CONDENSATE LINE TURNS INTO A STORM   LINE. PLEASE CLARIFY. SECTION 106.1.1.       24. SHT P1.01 "SD" LINE DOES NOT REFLECT THE RISER IN   THE AREA OF THE THE GAS LINE & BY STAIR 2. PLEASE   CORRELATE. SECTION 106.1.1.       25. SHT P1.01 THE SANT. LINE BY SWITCHGEAR ROOM DOES   NOT REFLECT THE RISER. PLEAE CORRELATE. SECTION   106.1.1.       26. SHT P1.02 IDENTYFY ALL RISERS FOR ALL SYSTEMS.   SECTION 106.1.1.       27. SHT P1.02 KEY NOTES. THE FOLLOWING KEY NOTES WERE   NOT FOUND. 4,11, & 15. NOTE 10 INDICATES IRRIGATION,   COLD WATER AND "GAS PIPE".PLEASE CLARIFY. SECTION   106.1.1.       28. SHT P1.03 TWO STORM LINES ARE NOT IDENTIFIED.   SECTION 106.1.1.       29. SHT P1.03 RISERS D/3 & CD/3 ARE MISLABELED. SECTION   106.1.1.       30. SHT P1.03 ONE RISER IS LABELED AS BOTH KEY NOTES   (17) & (18). PLEASE CLARIFY. SECTION 106.1.1.       31. SHT P1.03W/1 DESIGNATIONAND KEY NOTE NUMBER   NEAR A/C UNIT IN TENANT STORAGE ROOM ARE NOT LEGIBLE.   PLEASE CLARIFY. SECTION 106.1.1.       32. SHT P1.03 KEY NOTE 19 SHOWN CONNECTING TO THE STORM   RISER. CLARIFY. SECTION 106.1.1.       33. SHT P1.03 KEY NOTES 3,9,11,13,16 & 20 WERE NOT   FOUND. PLEASE CLARIFY. SECTION 106.1.1.       34. SHT P1.03 RWL/4 DOES NOT LINE UP WITH THE RISERS ON   THE NEXT LEVEL. SHOW OFFSET ON THE RISER DIAGRAM.   SECTION 106.1.1.       35. SHT P1.04 SHOWS THE URINAL IN THE WOMEN'S TOILET   ROOM. THIS IS REQUIRED IN THE MEN'S TOILET ROOM PER   SECTION 424.1.6.1.       36. SHT P1.04 KEY NOTE (11) INDICATED ON THE FLOOR PLAN   IS NOT SHOWN ON THE KEY NOTE SCHEDULE. PLEASE CLARIFY.   SECTION 106.1.1.       37. SHT P1.04 THE PRL LINE FOR RISER S/64 IS NOT SHOWN   ON THE FLOOR PLAN. THIS DOES NOT REFLECT THE RISER   DIAGRAM. PLEASE CORRELATE. SECTION 106.1.1.       38. SHT P1.04 THE PIPING FOR S/16 DOES NOT REFLECT THE   RISER DIAGRAM. CORRELATE RISER & FLOOR PLAN. SECTION   106.1.1.       39. SHT P1.04 S/7 DESIGNATION SHOWN BUT DOES NOT POINT   TO ANY RISER. PLEASE CLARIFY. SECTION 106.1.1.       40. SHT P1.04 THE SINK INDICATED ON RISER S/10 IS NOT   SHOWN ON THE FLOOR PLAN. PLEASE CLARIFY. SECTION   106.1.1.       41. SHT P1.04 MANY PLANTER DRAINS & DECK DRAIN AREAS   SHOW WHAT APPEARS TO BE EXTRA DRAINS. PLEASE CLARIFY.   SECTION 106.1.1.       42. SHT P1.04 THE OVERFLOW SCUPPERS SHALL BE LOCATED AS   NEAR AS PRACTICAL TO THE REQUIRED VERTICAL LEADERS OR   DOWNSPOUTS. SOME AREAS HAVE NOOVERFLOW SCUPPERS.   SECTION 1503.4.3. OVERFLOW SCUPPERS SHALL BE SIZED PER   SECTIONS 1101.7 & 1107.3 AS WELL AS TABLE 1106.7.       43. SHT P1.04 SOME AREAS HAVE NO SECONDARY DRAINS ON   THE DECK. SOME AREAS APPEAR TO BE ABLE TO DRAIN INTO   THE THE UNIT BEFORE DRAINING INTO THE SECONDARY DRAIN   BECAUSE OF THE DISTANCE FROM THE MAIN DRAIN TO THE   OVERFLOW DRAIN. PLEASE CLARIFY. SECTIONS 106.1.1 AND   1107.1.       44. SHT P1.04 SOME PLANTER DRAINS, DECK DRAINS SIZES   AND SQUARE FOOTAGE ARE NOT LEGIBLE AS THEY ARE   SUPERIMPOSED OVER OTHER PLAN INFORMATION. PLEASE MAKE   ALL INFORMATION LEGIBLE. SECTION 106.1.1.       45. SHT P1.04 PIPING ON THE FLOOR PLAN DOES NOT REFLECT   THE RISER AT THE BASE OF RISERS S/44, S/45, S/69 (W/M).   PLEASE CORRELATE. SECTION 106.1.1.       46. SHT P1.04 RISER CD/4 DESIGNATION NOT SHOWN. PLEASE   CLARIFY. SECTION 106.1.1.       47. SHT P1.05 PIPING ON THE FLOOR PLAN DOES NOT REFLECT   THE RISER AT RISERS S/4 (SINK), S/7, S/10 (SINK), S/11   (W/M), S/23 (LAV), S/44, S/32. PLEASE CORRELATE   INFORMATION. SECTION 106.1.1.       48. SHT P1.05 RISER S/56 DESIGNATION IN NOT LEGIBLE.   PLEASE CLARIFY. SECTION 106.1.1.       49. SHT P1.05 RISER CD/4 DESIGNATION NOT INDICATED.   PLEASE CLARIFY. SECTION 106.1.1.       50. SHT P1.05 RWL/10 NOT SHOWN. PLEASE CLARIFY. SECTION   106.1.1.       51. SHT P1.06 PIPING ON THE FLOOR PLAN DOES NOT REFLECT   THE RISER DIAGRAMS FOR S/4, S/7, S/10, S/11 & S/50.   CORRELATE. SECTION 106.1.1.       52. SHT P1.06 RISER S/56 DESIGNATION IS NOT LEGIBLE.   CLARIFY. SECTION 106.1.1.       53. SHT P1.06 RISER CD/4 NOT SHOWN. SECTION 106.1.1.       54. SHT P1.07INDICATE THE STACK NUMBER FOR EACH VTR   TO VERIFY ALL VENTS THRU THE ROOF. SECTION 106.1.1.       55. SHT P1.07 INDICATE THE RWL NUMBER FOR EACH ROOF   DRAIN. SECTION 106.1.1.       56. SHT P1.07 MANY VTR'S, RD'S, SF AREAS, ETC ARE   PRINTED OVER OTHER INFORMATION AND ARE NOT LEGIBLE.   PLEASE CLEAR UP ALL INFORMATION. SECTION 106.1.1.       57. SHT P1.07 1 4" VTR IS SHOWN UNDER DUCT WORK FOR THE   A/C SYSTEM. PLEASE CLARIFY. SECTION 106.1.1.       58. SHT P1.07 SOME AREAS FOR THE ROOF DRAINS DO NOT   SHOW ALL THE AREAS THAT CONTRIBUTE TO THE TOTAL SF.   SOME UPPER ROOFS (SUCH AS STAIR ROOFS, MAINT. ROOM   ROOF, CIRCULAR ROOF), VERTICAL WALLS (SUCH AS STAIRS OR   MAINTENANCE ROOM), DO NOT SHOW ANY CONTRIBUTION. PLEASE   RECHECK ALL AREAS TO VERIFY TOTAL AREA FOR EACH DRAIN.   TABLE 1106.3 AND SECTION 106.1.1.       59. SHT P1.07 KEY NOTES SEEM TO BE FOR MECHANICAL.   PLEASE CLARIFY. SECTION 106.1.1.       60. SHT P2.01 THE 3" BRANCH LINE DOWNSTREAM OF RISER   S/72 DOES NOT REFLECT THE FLOOR PLAN. PLEASE CORRELATE.   SECTION 106.1.1.       61. SHT P2.01 PIPING LAYOUT ON THE FLOOR PLAN TO RISERS   S/45 & S/46 DOES NOT REFLECT THE RISER DIAGRAM. PLEASE   CORRELATE. SECTION 106.1.1.       62. SHT P2.01 INDICATE WHERE RISER S/41 CONNECTS TO THE   BUILDING DRAIN/BRANCH LINE. SECTION 106.1.1.       63. SHT P2.01 THE COLLECTION RISER DIAGRAM DOES NOT   REFLECT THE FLOOR PLAN DOWNSTREAM OF 6" HD. (SHOWS AN   EXTRA FLOOR DRAIN). CORRELATE. SECTION 106.1.1.       64. SHT P2.01 HUB DRAIN INDICATES A 10"X72" HUB PIPE   SEALED AT THE TOP. THE FIRE LINE DRAIN SHALL DRAIN TO   AN INDIRECT WASTE RECEPTOR, AND BY SEALING THE TOP, IT   WILL BE A DIRECTION CONNECTION. PLEASE CLARIFY. SECTION   802.1.5.       65. SHT P2.01 A SECOND RISER S/31 IS INDICATED AS RISER   S/28 ON THE FLOOR PLAN. PLEASE CORRELATE & CLARIFY.   SECTION 106.1.1.       66. SHT P2.01 PLEASE GIVE A DESIGNATION TO EACH   BUILDING DRAIN INTO THE BUILDING IN ORDER TO TRACK THE   PIPING AND EXPEDITE THE REVIEW PROCESS. SECTION   106.1.1.       67. SHT P2.02 RISERS S/62, S/67 & S/17 WERE NOT FOUND.   PLEASE CLARIFY. SECTION 106.1.1.       68. SHT P2.02 SECTION (A) INDICATES THE REVENT   CONNECTING TO RISER S/6. RISER S/6 DOES NOT SHOW VENT   CONNECTION TO RISER. PLEASE CLARIFY. SECTION 106.1.1 &   TABLE 916.1.       69. SHT P2.02 RISER S/58 SHOWS DFU AS 70, BUT THE   COLLECTION RISER INDICATES DFU AS 86. PLEASE CLARIFY.   SECTION 106.1.1. & TABLES 710.1(1) & 710.1(2).       70. SHT P2.02 THE SANITARY COLLECTION RISER DOES NOT   REFLECT THE FLOOR PLAN BY THE SECOND RISER (S/74).   PLEASE CORRELATE. SECTION 106.1.1.       71. SHT P2.02 RISER S/18 IS SHOWN AS 84 DFUON THE   COLLECTION RISER, BUT ONLY 14 DFU ON THE RISER DIAGRAM.   PLEASE CLARIFY & CORRELATE. SECTION 106.1.1.       72. SHT P2.02 THE SANITARY COLLECTION SHOWS THE VENT   FROM THE SHOWER CONNECTING TO RISER S/74. RISER S/74   DOES NOT SHOW THE VENT CONNECTING TO THE RISER. PLEASE   CLARIFY AND CORRELATE. SECTION 106.1.1.       73. SHT P2.02 RISER S/20 ON THE COLLECTION RISER IS   SHOWN AS 88 DFU, BUT THE RISER DIAGRAM SHOWS IT AS 86   DFU. PLEASE CLARIFY. SECTION 106.1.1.       74. SHT P2.06 2 RISERS FOR S/2 AND S/59 ARE SHOWN. ONE   IS A SOVENT SYSTEM AND THE OTHER IS A CONVENTIONAL   SYSTEM.THE FLOOR PLAN INDICATES A SOVENT SYSTEM.   PLEASE CORRELATE AND DELETE THE SYSTEM NOT USED.   SECTION 106.1.1.       75. SHT P2.06 2 RISERS ARE SUBMITTED FOR S/42. PLEASE   CLARIFY. SECTION 106.1.1.       76. SHT P2.06 RISERS S/34, S/71, S/73, & S/41 ALL SHOW   SHOWERS, BUT THE FLOOR PLAN SHOWS TUBS. PLEASE   CORRELATE. SECTION 106.1.1.       77. SHT P2.09 KEY NOTE #1 & RISER DIAGRAM INDICATE AIR   CHAMBERS. AIR CHAMBERS ARE NOT APPROVED. DELETE FROM   THE RISER AND THE NOTES. SECTION 604.9 & PDI-WH 201.       78. SHT P2.09 RISERS W/4, W/5, W/6, W/8, W/9, W/11,   W/13, W/17 & W/18 SHOW 1" SUPPLY TO EACH UNIT, BUT ONLY   ARE BEING FED BY 3/4" ON THE RISER AT THE 8TH FLOOR.   PLEASE CLARIFY. SECTION 106.1.1.       79. SHT P2.09 RISER W/7 SHOWS 3/4" TO THE 8TH FLOOR &   3/4"SUPPLY TO THE UNIT, BUT THE UNIT RISER SHOWS 1"   SUPPLY TO THE UNIT. PLEASE CLARIFY. SECTION 106.1.1.       80. SHT P2.09 RISER W/14 INDICATES A UNIT 14, BUT NO   UNIT 14 HAS BEEN FOUND. PLEASE CLARIFY. SECTION   106.1.1.       81. SHT P2.10 RISER W/15 SHOWS 1-1/4" AT THE BASE OF   THE RISER, BUT 1-1/2" IS SHOWN ON THE RISER ON SHT   P2.09. PLEASE CLARIFY. SECTION 106.1.1.       82. SHT P2.11 RWL/16 RISER SHOWS 750SF, BUT THE ROOF   PLAN SHOWS 930SF. PLEASE CORRELATE. SECTION 106.1.1 &   TABLE 1106.3.       83. SHT P2.11 RWL/15 RISER SHOWS 930SF, BUT THE ROOF   PLAN SHOWS 1440SF. PLEASE CORRLEATE. SECTION 106.1.1. &   TABLE 1106.3.       84. THE CONNECTION OF RWL/16 TO RWL/15 ON THE RISER   DOES NOT REFLECT THE ISOMETRIC. ONE SHOWS THE   CONNECTION ON THE HORIZONTAL AND THE OTHER SHOWS THE   CONNECTION ON THE VERTICAL. CORRELATE. SECTION 106.1.1   & TABLE 1106.3.       85. THE SECTION OF HORIZONTAL PIPE BETWEEN RISERS RWL/8   & RWL/11 SHALL BE A MINIMUM 5" PER TABLE 1106.3.       86. SHT P2.12 THE RISER DOES NOT REFLECT THE FLOOR PLAN   PIPING IN 3 AREAS ON THE GROUND FLOOR. PLEASE   CORRELATE. SECTION 106.1.1.       87. SHT P2.13 RECHECK SQUARE FOOTAGE OF EACH AREA. SF   OF ONE DECK DRAIN SHOWS 80SF, BUT BY SCALING THE AREA   IT IS MORE. PLEASE CLARIFY. SECTION 106.1.1 & TABLE   1106.3.       88. SHT P2.13 ONE LINE SHOWS 4" @1700SF. A MINIMUM OF   5" IS REQUIRED UNLESS THE SLOPE IS GREATER THAN   1/8"/FT. PLEASE CLARIFY. TABLE 1106.3.       89. SHT P2.13 THE RISER DOES NOT REFLECT THE FLOOR PLAN   PIPING IN 3 AREAS. PLEASE CORRELATE. SECTION 106.1.1.       90. SHT P2.13 THE SIZE OF THE DECK DRAINAGE PIPING   SHALL NOT BE REDUCED IN THE DIRECTION OF FLOW. (6" TO   4"). SECTION 704.2.       91. SHT P2.13 THE TOTAL DRAINAGE AREA IS APPROX.   20,140SF. THE SECONDARY DRAINS ADD UP TO 6,880SF.   PLEASE CLARIFY. THE SECONDARY DRAINS SHALL DRAIN THE   SAME AMOUNT OF SQUARE FOOTAGE AS THE PRIMARY DRAINS.   SECTION 1107.3. SCUPPERS SHALL BE SIZED TO PREVENT THE   DEPTH OF PONDING WATER FROM EXCEEDING THAT FOR WHICH   THE ROOF WAS DESIGNED AS DETERMINED BY SECTION 1101.7.   PLEASE KEEP IN MIND THE DEPTH OF THE WATER BEFORE THE   SECONDARY DRAINAGE STARTS TO REMOVE THE STORM WATER AND   THE HEIGHT OF THE SLIDING DOORS TO THE UNITS OFF THE   TERACES.       92. SHT P2.14 INDICATES GAS PIPE SIZES BASED ON THE   NFPA CHART. PIPING SHALL BE SIZED PER THE FBC-2004 FUEL   GAS CODE. PLEASE CHANGE REFERENCE.       93. SHT P2.14 THE LONGEST RUN IS INDICATED AS 58'0",   BUT ADDITION INDICATES 62' WITHOUT COUNTING THE LENGTH   OF PIPES FROM THE METER TO THE FIRST RISER. PLEASE   RECHECK THE ADDITION AND ADD THE PIPE LENGTH FROM THE   METER TO THE FIRST RISER. FBC-2004 FUEL GAS CODE   APPENDIX A - USE OF CAPACITY TABLES A.3.1(4).       94. SHT P2.14 INDICATE THE LENGTH OF PIPES FROM THE   REGULATOR TO THE POOL HEATER.       95. SHT P2.14 SUBMIT THE MANUF. SPECIFICATION SHEETS   FOR THE POOL HEATER, AND THE REGULATOR. INDICATE THE   MODEL FOR EACH AND SHOW THE LISTING. STANDARDS NFPA 54,   NFPA 58, AND THE FBC-2004 FUEL GAS CODE SEC 402.2.       96. SUBMIT CALCULATIONS FOR COMBUSTION   AIR (IF APPLICABLE) PER FBC-2004 FUEL   GAS CODE SECTION 304.       97. SUBMIT A DETAIL SHOWING THE TYPE,   LOCATION, SIZE AND TERMINATION OF THE   GAS VENTS PER FBC-2004 FUEL GAS CODE   SECS. 502 THRU 505.       98. SHT P2.14 KEY NOTE #13 NOT APPROVED. SECTION   504.7.2. SHOW TERMINATION FOR PAN DRAIN.       99. SHT P3.02 INSTALLTION NOTES. SE SOVENT (SESCO)&   TITE-RUFF SYSTEMS, DESIGN MANUAL 101/0 & TABLES. SUBMIT   MANUF. SPECIFICATION FOR ALL . SHOW TESTING AND   APPROVAL FOR ALL.       100. THERMAL EXPANSION CONTROL IS REQUIRED PER SECTION   607.3.2. PLEASE INDICATE METHOD.       101. PLEASE RESUBMIT THE SET OF PLUMBING PLANS WITH THE   RED LINE MARK-UPS TO HELP EXPEDITE FOLLOWING PLAN   REVIEWS.       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.       REVIEW BY KEN STEVENS   (561) 805-6721   FAX (561) 805-6731   E-MAIL [email protected] Review Stop Z ZONING Rev No 2 Status F Date 2007-07-24 Cont ID   Sent By mflis Date 2007-07-24 Time 08:52 Rev Time 0.00 Received By mflis Date 2007-07-24 Time 08:21 Sent To   Notes 2007-07-24 09:03:51 ZONING REVIEW: FAILED       1) SIDEWALK MATERIAL SHALL BE CONCRETE. PLEASE REVISE   ARCHITECTURAL SITE PLAN TO MATCH LH-1, REMOVING PAVERS   FROM SIDEWALK. PAVERS PERMITTED WITHIN PLAZA ONLY.   2) PLEASE INDICATE PLANT SCREENING MATERIAL FOR   BACKFLOW PREVENTER WITHIN PLAZA.   3) FUEL STORAGE TANK INDICATED BELOW PLAZA. PLEASE   CONFIRM LANDSCAPE ARCHITECT HAS REVIEWED LOCATION AND   IMPACT TO HISTORIC TREE.   4) PARKING TOTALS APPEAR INCORRECT IN TABLE. TABLE   INDICATES 63 GROUND FLOOR SPACES, DRAWINGS SHOW ONLY   62. PARKING TOTAL SHOULD BE REVISED TO 140 IF THIS IS   THE CASE.   5) COLUMNS APPEAR TO IMPINGE UPON SEVERAL PARKING   SPACES. ESP. SEE SPACE #4 ON GROUND FLOOR. PLEASE   PROVIDE DETAILS TO CONFIRM THIS IS WORKING.   6) PLEASE SHOW DRIVE LANE STRIPING FOR LANE SHIFT ON   2.01. AS VEHICLES ENTER GARAGE, THEY WILL SHIFT NORTH   TO GET AROUND COLUMN. UNCLEAR IN CURRENT DRAWINGS.   7) PLEASE SHOW ONE-WAY DIRECTIONAL MARKING ON 2.01 AND   2.02 FOR 12' WIDE LANES.   8) PROVIDE DIMENSION STRINGS TO CONFIRM SPACE #20 MEETS   ADA. SPACE IS UP AGAINST WALL.   9) DOORS AT CORNER RETAIL MAY NOT SWING INTO SIDEWALK   AREA. ENTRY SHALL BE RECESSED OR DOORS SHOULD SWING   IN.   10) PLEASE DESCRIBE HOW VEHICULAR STACKING WILL WORK   WITH ROLL-UP DOORS.   11) AIR RIGHTS EASEMENTS WILL BE NECESSARY FOR   BALCONIES AND OTHER OVERHANGS. PLEASE SUBMIT FINALIZED   EASEMENT DRAWINGS TO PLANNING STAFF.   12) PLEASE DETAIL ON PROJECT DATA SHEET THE INFORMATION   CONFIRMING COMPLIANCE WITH RIP PROGRAM. THIS MUST BE   PROVIDED IN TABLE FORM.   13) MAIN LOBBY ENTRANCE DOOR SHALL BE ACCESSED DIRECTLY   FROM THE SIDEWALK. THIS IS A CRIME PREVENTION CONCERN.   14) PLEASE CONFIRM COMPLIANCE WITH DAC APPROVAL.       MATT FLIS - 822-1445 Review Stop Z ZONING Rev No 1 Status F Date 2007-03-14 Cont ID   Sent By aaponte Date 2007-03-14 Time 17:24 Rev Time 0.00 Received By aaponte Date 2007-03-14 Time 17:24 Sent To   Notes 2007-03-14 17:55:00 1. SIDEWALK MATERIAL SHALL BE CONCRETE ALONG DATURA ST.   PAVERS ARE NOT ALLOWED. THE OLIVE AVENUE SIDEWALK SHALL   BE THE SAME THAT IS CURRENTLY IN PLACE, FOLLOWING THE   NEW STREETSCAPE DESIGN.   2. TREES ALONG OLIVE AVENUE SHALL MATCH EXISTING TREES   ON THE EAST SIDE OF THE ROAD. TREES ALONG DATURA ST   SHALL BE LIVE OAKS.   3. WHY IS A PROPOSED CHANGE ON THE CURB DETAIL ALONG   DATURA ST.   4.ON LANDSCAPE DRAWINGS PLEASE CALL INDICATE HISTORIC   TREE TO BE PRESERVED AND PROTECTIVE MEASURES DURING   CONSTRUCTION.   5. ON PARKING FLOOR PLANS PLEASE SHOW PARKING DETAIL TO   ALLOW FOR AN ACCURATE MEASURE OF PARKING DIMENSIONS.   6. PLEASE SHOW PROPERTY LINE PROJECTION ON UPPER LEVEL   FLOOR PLANS.   7. AN AIR RIGHTS EASEMENT IS REQUIRED FOR SOME   BALCONIES AND ROOF OVERHANGS. PLEASE CONFIRM THAT   PROPOSED AIR RIGHT EASEMENT MATCHES SUBMITTED DRAWINGS   AND PROCEED WITH ITS APPROVAL THROUGH THE CITY   COMMISSION.   8. PLEASE DETAIL ON THE PAGE CONTAINING THE PROJECT   DATA, THE INFORMATION CONFIRMING COMPLIANCE WITH RIP   PROGRAM, SUCH AS, AMOUNT OF OPEN SPACE REQUIRED AND   OTHERS.   9. MAIN ENTRANCE DOOR SHALL BE LOCATED ON THE FRONTAGE   LINE. PROPOSED LOCATION ON THE SIDE RAISES CEPTED   CONCERNS.   10. PLEASE CONFIRM COMPLIANCE WITH MAXIMUM ALLOWED   OPENNINGS ALONG THE ALLEY PROPERTY LINE.   11. GARAGE ENTRANCE ALONG OLIVE AVENUE SHALL BE   MAINTAINED AT THE SIDEWALK LEVEL.   12. PLEASE PRESENT DETAIL DRAWINGS FOR THE OPEN SPACE,   INCLUDING THE TREATMENT PROPOSED TO BLANK WALLS AS   SHOWNS DURING DAC APPROVAL PROCESS.   13. LANDSCAPE UNITS SHALL BE INSTALLED, NEXT TO THE   CURB, WITH A MAXIMUM SPACING OF 40 FEET ON CENTER.   14. PLEASE CONFIRM LIGHTING PROPOSED FOR OPEN SPACE IS   MEETING CEPTED PRINCIPLES.   15. REQUIRED PARKING IS 145 SPACES, PROJECT IS ONLY   PROVIDING 141 SPACES ACCORDING WITH SUBMITTED TABLE. 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