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 05091456 Review Stop AD ADDRESSING Rev No 2 Status P Date 2006-03-28 Cont ID   Sent By lursu Date 2006-03-28 Time 15:14 Rev Time 0.00 Received By jwitmer Date 2006-05-24 Time 11:21 Sent To   Notes 2006-03-28 00:00:00 NEW ADDRESS ASSIGNED TO BLDG 5:   1580 SAMANTHA LN ( EXT #0001 OFF MAIN   SITE ADDRESS 715 HANK AARON DR) Review Stop AD ADDRESSING Rev No 1 Status F Date 2006-03-01 Cont ID   Sent By lursu Date 2006-03-01 Time 14:36 Rev Time 0.00 Received By lursu Date 2006-03-01 Time 14:32 Sent To   Notes 2006-03-01 00:00:00 NEED SITE PLAN AND PROPOSED STREET NAMES   BEFORE ISSUING AN ADDRESS Review Stop B BUILDING (STRUCTURAL) Rev No 2 Status F Date 2006-05-26 Cont ID   Sent By jwitmer Date 2006-05-26 Time 16:05 Rev Time 20.00 Received By jwitmer Date 2006-05-24 Time 11:21 Sent To   Notes 2006-05-24 00:00:00     .   BUILDING PLAN REVIEW   PERMIT: 05091456MIZNER LAKES   ADD: 1580 SAMANTHA LN   CONT: AVS CONSTRUCTION   TEL: (954)655-5162   FL BLD CODE= 2001 FLORIDA BUILDING CODE   * WEST PALM BEACH AMENDMENTS       2ND REVIEW   ACTION: DENIED       ARCH:SLATTERY & ASSOC/PAUL J SLATTERY   2060 NW BOCA RATON BLVD   BOCO RATON, FL   TEL: (561) 392-3848   FAX: (561) 392-5402       STRUC: CHM STRUCTURAL ENG, LLC   9200 S DADELAND, SUITE 409   MIAMI, FL   TEL (305) 667-1621   FAX (305) 662-9673       ARCHITECTURAL SHEET A.002, BUILDING   DATA DOES NOT IDENTIFY THE MINIMUM   BUILDING DESIGN GOVERNED BYINTENDED   OCCUPANCYSEE 503.1.2 AND TABLE 500.   COMMENT# 10 ALSO REFERS BACK TO THIS   SAME ISSUE. PLEASE PROVIDE THIS   INFORMATION ON A-002 UNDER BUILDING# 5   DATA.       ARCHITECTURAL SHEET A-251 INDICATES THAT   THIS PLAN WAS DEVELOPED UNDER THE 2001   FBC, BUT HAS CODE REFRENCES FOR THE 2004   FBC (TYPE II-B). S-0.00 ALSO INDICATES   THE PLANS WERE DEVELOPED UNDER THE 2001   FBC.   NOTE A-253-A-256 STILL REFRENCE A R-3   OCCUPANCY WHICH IS FOR SINGLE   FAMILY THIS WILL BE AN R2 OCCUPANCY CLASSIFICATION.       THIS BUILDING IS A MIXED OCCUPANCY   BUILDING AND TO COMPLY WITH SECTION 303.   PLANS ARE TO INDICATE WHERE AREA AND   HEIGTH MODIFICATIONS ARE TAKEN, SECTION   503.       THIS REVIEW WILL BE COMPLETED UNDER THE:   2001 FBC   TYPE: II, SPRINKLERED NFPA 13           ---NOTE---   WHEN RESUBMITTING PLANS PLEASE INDICATE   THE REVISION & REMOVE & REPLACE ANY   PAGES AS NECESSARY. A TRANSMITTAL LETTER   LISTING THE ORIGINAL REVIEW COMMENT NUM-   BER, WITH A DESCRIPTION OF THE REVISION   MADE, IDENTIFYING THE SHEET OR SPECIFICA   TION PAGE WHERE THE CHANGES CAN BE FOUND   WILL HELP TO EXPEDITE YOUR PERMIT. THANK   YOU FOR YOUR ANTICIPATED COOPERATION.           1)2ND REQUEST, PROVIDE NOC RECORDED WITH   THE CLERK OF COURT BEFORE A PERMIT CAN   BE ISSUED. NOTE: FL S S 713.13(2) IF THE   NOC ISRECORDED AT THE CLERK OF THE   COURT ANDWORK HAS NOT STATED WITH 90   DAYS OF RECORDING IT IS NULL & VOID   REQUIRING RE-RECORDING.       2) 2ND REQUEST,FL BLD CODE 1804.2.2 QUESTIONABLE   SOILS, WHERE THE BEARING   CAPACITY IS NOT DEFINETLY KNOWN OR IS IN   QUESTION. WHERE THE BEARING CAPACITY OF   THE SOIL IS NOT DEFINITLY KNOWN OR IS IN   QUESTION THE BUILDING OFFICIAL MAY   REQUIRE EXPLORATIONS, TEST OR OTHER   ADEQUATE PROOF AS TO THE PERMISSIBLE   SAFE BEARING CAPACITY. REQUIRED TEST AND   RECOMMENDATIONS SUBMITTED TO VERIFY   BEARING CAPACITY SHALL BE CERTIFIED BY A   GEOTECHNICALREPORT FROM A DESIGN   PROFESSIONAL PROPERLY LICENSED IN THE   STATE OF FLORIDA.       3)2ND REQUEST, FBC 13-103.1.2 BEFORE A   BUILDING   PERMIT CAN BE ISSUED, THE SUBMITTED   ENERGY CODE COMPLIANCE FORMS SHALL BE   SIGNED BY THE BUILDING OWNER, THE   OWNER'S ARCHETECT OR OTHER AUTHORIZED   AGENT LEGALLY DESIGNATED BY THE OWNER.       4)COMPLIED.       5)2ND REQUEST, BEFORE A PERMIT TO   CONSTRUCT, MAY BE ISSUED, IMPACT FEES   MUST BE PAID TO PALM BEACH COUNTY. THE   ACTUAL PERMIT SET OF PLANS MUST BE   STAMPED BY THAT OFFICE, AND A COPY OF   THE PAID RECEIPT ATTACHED TO THE PERMIT APPLICATION.   PLEASE CALL (561)233-5025   FOR MORE INFORMATION.       6)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 MIN-   IMUM INSPECTIONS REQUIRED BY THIS CODE.   CONTACT HAROLD PISKURA MANAGER OF THE   SPECIAL INSPECTOR PROGRAM AT (561)   805-6711 FOR FURTHER INFORMATION BEFORE   THE PERMIT MAY BE ISSUED.       7) COMPLIED.       8) COMPLIED.       9) ADDITIONAL INFORMATION REQUIRED FOR   RECORD KEEPING PURPOSES 104.1.2*:       10)SHEET A-002       10A) 2ND REQUEST,AS NOTED ABOVE PLANS   ARE TO INDICATE THE MINIMUM BUILDING   TYPE, 503.1.2& TABLE 500.PROVIDE AREA   AND HEIGTH MODIFICATIONS.       10C)A) FLOOD ZONE   10C)B) FLOOD ELEVATION (IF A ZONE)   10C)C) LOMAR (IF A ZONE)   10C)D) COMPLIED.   10C)E) COMPLIED.   10C)F) COMPLIED.   10C)G) COMPLIED.   10C)H) COMPLIED.   10C)I) COMPLIED.   10C)J) COMPLIED.   10C)K) SQ FT UNDER ROOF (TOTAL)       11) SHEET A-102;       11A) COMPLIED.       11B) COMPLIED.       12) COMPLIED.       13A)2ND REQUEST, PROVIDE A SECTION   THROUGH STAIRWAYS INDICATING COMPLIANCE   WITH GUARDRAILS FOR HEIGHT (HEAD PROTECTION).COMMON   PROBLEM TO ALL STAIRWAYS,11-4.4.2 HEAD ROOM. WALKS,   HALLS, CORRIDORS, PASSAGEWAYS, AILES OR   OTHER CIRCULATION SPACES SHALL HAVE 80   INCHES MINIMUM CLEAR HEAD ROOM (SEE   FIGURE 8(A)). IF VERTICAL CLEARENCE OF   AN AREAADJOINING AN ACCESSIBLE ROUTE IS   REDUCED TO LESS THAN 80 IN. (NOMINAL   DIMENSION), A BARRIER TO WARN BLIND OR VISUALLY-IMPARED   PERSONS SHALL BE   PROVIDED. (SEE FIGURE 8(C-1)).       13B) 2ND REQUEST, STAIR TOWER# 4 WINDOWS   WITHIN 10'-0" OF TOWER OPENINGS SEE   1006.1.3.2 THE 2001 CODE DOES NOT   PROVIDE A WATER CURTAIN AS AN EQUALENT.       13C) COMPLIED.       13D)THIS COMMENT TO BE RESTATED!!!SINCE   THIS REVIEW THE CONFIGURATION OF LOFT   UNITS VS PASSAGE TO THE PARKING GARAGE   WITH NO EXIT ACCESS CORRIDOR WAS BROUGHT   TO THE ATTENTION OF THE BUILDING   OFFICIAL. WE ARE SEEING MORE OF THIS   TYPE DESIGN AND THE BUILDING OFFICIAL   HAS RULED THAT THIS IS AN UNSAFE   PRACTICE. THE OCCUPANTS LEAVE THE R-2   UNIT AND HAVE NO EXIT ACCESS CORRIDOR   WHEN ENTERING THE PARKING GARAGE AREA.   ALTHOUGH THE CODE DOESN'T QUOTE A   SECTION, THAT AN EXIT ACCESS CORRIDOR IS   REQUIRED THE BUILDING OFFICIAL IS USING   THESE (2) CODE SECTIONS TO ENFORCE   REQUIRING A EXIT ACCESS CORRIDOR TAKING   THE OCCUPANT TO THE SAFETY OF AN EXIT.   103.6** REQUIREMENTS NOT COVERED BY   THE CODE. ANY REQUIREMENTS NECCESAARY   FOR THE STRENGTH, STABILITY OR PROPER   OPERATION OF EXITING OR PROPOSED   BUILDING, STRUCTURE, ELECTRIC, GAS,   MECANICAL OR PLUMBING SYSTEM, OR FOR   PUBLIC SAFETY, HEALTH AND GENERAL   WELFARE , NOT SPECIFICALLY COVERED BY   THIS OR OTHER TECHNICAL CODES, SHALL BE   DETERMINED BY THE BUILDING OFFICIAL. IN   ADDITION, OTHER REQUIREMENTS TO   IMPLEMENT, CLARIFY OR SET PROCEDURES TO   IMPLEMENT THIS CODE MAY BE SET IN   WRITING BY THE BUILDING OFFICIAL AND BE   POSTED ELECTRONICALLY FOR BUBLIC ACCESS.   1001.1.4 WHEN UNUSUALLY HAZARDOUS   CONDITIONS EXIST, THE BUILDING   OFFICIAL MAY REQUIRE ADDITIONAL MEANS   OF EGRESS TO ASSURE THE SAFETY OF   THE OCCUPANTS.       NOTE: COMMENTS 13E-13H NOT FOUND IN   COMMENT SHEET!!!!!!!!!!!!!!!!   13E) ON THE RIGHT SIDE OF 201- 202 THE   COMMERCIAL AREA, IT APPEARS THERE IS A   HANDICAPPED RAMP AND STAIRS, BUT NO   SECTIONS THROUGH FOR FURTHER DETAILS? NO ELEVATIONS   PROVIDED? IT APPEARS THAT THE   EXHAUST FROM THE PARKING GARAGE IS   WITHIN 5'-0" OF THE HANDICAPPED RAMP, IS   THERE FLARINGS TO DIRECT EXHAUST FROM   THE RAMP?       13F) HANDICAPPED SPACE WITHIN PARKING   GARAGE NEEDS TO SHOW VAN ACCESSIBLE   PARKING.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 11-4.6.3.   THE VERTICAL CLEARANCE AT SUCH SPACES   SHALL COMPLY WITH ?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 11-4.6.5, THEY SHALL BE DESIGNATED AS   REQUIRED BY 11-4.6.4.       13G) PROVIDE MORE INFORMATION, PLANS   INDICATE A TRASH ROOM # 103 BUT THERE IS   AN AREA # 124 TRAASH AREA? EXPLAIN?THIS   AREA IS NOT AUTOMOBILE STORAGE BUT A S1   STORAGE REQUIRING A 3HR SEPERATION. SEE   TABLE 704.1.       13H) THE 2 STORY LOFT UNITS DO NOT HAVE   EXIT ACCESS CORRIDORS TO THESE UNITS.   EXIT ACCESS CORRIDORS WILL BE REQUIRED   BECAUSE THE GARAGE ENTRY DOOR IS THE   PRIMARY ENTRY DOOR COVERED UNDER FAIR   HOUSING. SEE FAIR HOUSING P. 1.22   ELEVATORS MUST PROVDE ACCESS TO PRIMARY   ENTRY FLOORS OF 2-STORY DWELLING IN   ELEVATOR BUILDINGS. NOTED THE 2-STORY   LOFT UNITS DO HAVE A FRONT DOOR WHERE   STAIRS ARE PRESENT, THE ENTERIOR ENTRY   DOOR IS CONSIDERED THE MAIN OR PRIMARY   ENTRY DOOR.   1001.1.3 MEANS OF EGRESS SHALL CONSIST   OF CONTINUOUS AND UNOBSTRUCTED PATHS OF   TRAVEL TO THE EXTERIOR OF A BUILDING.   MEANS OF EGRESS SHALL NOT BE PERMITTED   THROUGH KITCHENS, CLOSETS, RESTROOMS AND   "SIMILAR AREAS" NOR THROUGH ADJACENT   TENANT SPACES.   THE BUILDING OFFICIAL HAS REVIEWED   THE LAYOUT OF THIS PLAN AND INTERPRETS   THROUGH THE GARGE AS SIMILAR AREAS.   1001.1.4 WHEN UNUSUALLY HAZARDOUS   CONDITIONS EXIST, THE BUILDING OFFICIAL   MAY REQUIRE ADDITIONAL MEANS OF EGRESS   TO ASSURE THE SAFETY OF THE OCCUPANTS       14) A.203   14A) COMPLIED       14B) COMPLIED.       14C) COMPLIED.       14D) MAY BE REVISITED RESULTS OF 13D.       15) A.204   15A) COMPLIED.       15B) COMPLIED.       15C) COMPLIED.       16) A.205   16A) COMPLIED.       16B) COMPLIED.       16C) POOL PAVILION SINK DETAIL STILL   DOESN'T INDICATE COUNTER HEIGTH.       16D) COMPLIED.       16E) COMPLIED.       16F)2ND REQUEST RESPONCE BY MEP   ENGINEER?   POOL DECK DRAINS WILL BE INSTALLED   IN A RATED FLOOR, PROVIDE THE TYPE OF   PIPE TO BE USED AND THE RATED ASSEMBLY   FOR THIS INSTALATION.   705.6 PENETRATIONS OF HORIZONTAL   ASSEMBLIES. ALL PENETRATIONS OF A FLOOR, FLOOR/CEILING   ASSEMBLY, OR THE CEILING   MEMBRANE OF A ROOF/CEILING ASSEMBLY   SHALL BE PROTECTED BY A SHAFT ENCLOSURE   IN ACCORDANCE WITH 705.2 OR SHALL COMPLY   WITH ?705.6.1 THROUGH 705.6.4.   705.6.1 THROUGH-PENETRATIONS. THROUGH-PENETRATIONS   OF FIRE RATED   HORIZONTAL ASSEMBLIES SHALL COMPLY   WITH 705.6.1.1 OR 705.6.1.2.       16G) NOTED       16H) NOTED.       16I) COMPLIED.       16J) COMPLIED.       17) A.206       17A) COMPLIED.       17B) COMPLIED.       17C) COMPLIED.       17D) 2ND REQUEST, STAIRWELL# 2, IT   APPEARS THAT A SHAFT IS DIRECTLY IN   FRONT OF THE STAIRWELL. PROVIDE SECTION   THROUGH GIVING WALL TYPE AND RATING?   705.2.2 SHAAFT ENCLOSURES. A SECTION   THROUGH THE STAIRWELL WALL IS PROVIDED   BUT NOT THE SHAFT ENCLOSURE.       18) A.208   18A) COMPLIED.       18B) COMPLIED.       19) A.300   19A) COMPLIED.       19B) COMPLIED.       20) A.403-A.406   20A) COMPLIED.       20B) 2ND REQUEST, 1404.1.1 ARCHITECTURAL   TRIM ON BUILDINGS OF TYPE I, II AND IV   CONSTRUCTION NOT MORE THAN THREE   STORIES OR 40 FT (12.2 M) HIGH MAY BE OF   TYPE VI CONSTRUCTION, THIS MEANS FOAM   CAN NOT BE USED SINCE THIS BUILDING IS   OVER 40'-0". FOAM IS CONSIDERED A   CONBUSTIBLE.       20C) COMPLIED.       20D) 2ND REQUEST, PRODUCT APPROVALS   SUBMITTED WITH PERMIT APPLICATION AFTER   OCTOBER 1, 2003 ARE REQUIRED TO COMPLY   WITH THE FLORIDA PRODUCT APPROVAL   SYSTEM. FOR INFORMATION PLEASE SEE THE   STATE WEBSITE AT   WWW.FLORIDABUILDING.ORG. PRODUCTS WITH   STATEWIDE APPROVAL ARE REQUIRED TO BE   SUBMITTED WITH A COVER SHEET THAT LISTS   THE PRODUCT IDENTITY NUMBER FROM THE   STATE. IF THE PRODUCT DOES NOT HAVE   STATEWIDE APPROVAL, SUBMIT AN APPLICA-   TION FOR LOCAL PRODUCT APPROVAL OR SITE   SPECIFIC FORM PER RULE 9B-72. SEE   ATTACHMENT. WWW.FLORIDABUILDING.ORG       20E) COMPLIED.       20F) PRODUCT APPROVALS:   A)WINDOWS/STOREFRONT FL APPROVAL   NEEDED, MEETS PRESSURES   B) WINDOWS: LAWSON SH-7500- REQUIRES   SHUTTERS NO LARGE OR SMALL NISSLE   TESTING ARCHITECT ALL GLAZING SHALL       BE IMPACT RESISTANT.   C) MULLIONS- NO REPORT SUBMITTED SPANS       OF 23'-0" SPANDRIAL GLASS       D) SLIDING GLASS DOORS-NO LARGE OR   SMALL MISSLE IMPACT RATING       E) LOUVERED DOORS- NO REPORT SUBMITTED       F) STEEL DOORS- FIREDOOR CORP MISSING   FLORIDA APPROVAL, PRESSURES GOOD   FOR:   4080 FIREDOOR SINGLE OUTSWING   8080 FIREDOOR OUTSWING       G) EXTERIOR OVERHEAD DOORS- NO REPORT   SUBMITTED       H) EXTERIOR HANDRAILS- NO REPORT   SUBMITTED.       I)STORM SHUTTERS- ARCHITECT INDICATES   NO STORM SHUUTERS IMPACT GLASS BUT   CONTRACTOR IS SUBMITTING PRODUCT   APPROVALS REQUIRING SHUTTERS.       J) TRUSS ANCHORS- NO REPORT SUBMITTED       K) ROOFING ASSEMBLIES:BOTH MISSING   FLORIDA APPROVAL:       GAF MODIFIED BITUMEN ROOF SYSTEMS   CONTRACTOR FAILED TO IDENTIFY WHICH SUB-SYSTEM TO   BE USED, NOTE IF   LITATION 7 OR 9 ALLOWED. IF   LIMITATION# 7, PROVIDE CALCULATIONS       FOR ENHANCED FASTENING.   NOTE, VARIOUS ROOF DETAILS DO   INDICATE RIGID INSULATION ON ROOF.       MONIER TILE: THE STRUCTURAL   CONTRACTOR TO IDENTIFY WHICH   FASTENING SYSTEMS WILL BE USED FOR   ZONES 1,2 &3.       20G)) AN INTERPRETATION FROM THE   BUILDING OFFICIAL ON STORM SHUTTERS THAT   ARE USED ON LARGE PROJECTS:   QUESTION# 13) RECOGNIZING SUCH CONCERNS   AS ABSENTEE OWNERS, OR CASES WHERE   LONGER TIME AND EFFORT IS NECESSARY TO   SECURE SHUTTERS ON LARGE OR MULTI-STORY   BUILDINGS, WHAT MEASURES ARE BEING   RECOMMENDED OR IMPLEMENTED TO ENSURE   THAT COMPLETE INSTALLATION OR SECURING   IS DONE SUFFICIENTLY IN ADVANCE OF THE   HURRICANE EVENT?       IN MATTERS FLORIDA BUILDING CODE, 2001   EDITION, PROVIDES THE ABILITY FOR THE   BUILDING OFFICIAL TO IMPLEMENT   REQUIREMENTS FOR ENSURING STABILITY,   STRENGTH, AND PROPER OPERATION OF   EXISTING BUILDINGS.       IN ORDER TO ASSURE THE SECURING OF   SHUTTERS ON LARGE OR MULTI-STORY   BUILDING, OR MULTIPLE BUILDINGS ON THE   SAME PROPERTY, PRE-STORM PREPARATION   PLANS MUST BE SUBMITTED BY THE PROPERTY   OWNERS OR MANAGING AGENTS FOR REVIEW BY   THE CONSTRUCTION SERVICES DEPARTMENT.   ANY SUCH PLAN SHALL INCLUDE, AT A   MINIMUM, ON-SITE LOCATION OF SHUTTERS,   PARTY RESPONSIBLE FOR SECURING THE   SHUTTERS (SAID PARTIES MUST BE LOCATED   WITHIN PALM BEACH COUNTY), TOTAL NUMBER   OF OPENINGS TO BE PROTECTED AND TOTAL   TIME REQUIRED TO SECURE ALL OPENINGS.   PROTECTION OF OPENINGS SHALL BE   ACCOMPLISHED WITHIN TWELVE (12) HOURS OR   LESS OF THE OFFICIAL NOTIFICATION BY THE   NATIONAL WEATHER SERVICE OF A HURRICANE   WATCH.       PROVISIONS IN THE BUILDING CODES (AND   THIS STANDARD) ARE NOT INTENDED TO   PROHIBIT THE USE OF ALTERNATIVE   MATERIALS AND METHODS, AND ALLOW THE   BUILDING OFFICIAL TO REVIEW AND APPROVE   ANY ALTERNATE DEEMED EQUIVALENT IN   QUALITY, STRENGTH, EFFECTIVENESS, FIRE   RESISTANCE, DURABILITY AND SAFETY   PRESCRIBED BY CODE. BASED UPON THIS CODE PROVISION,   ACCEPTANCE OF ALTERNATE   MATERIALS AND METHODS MAY BE APPROVED ON   A CASE-BY-CASE BASIS AND SHALL REQUIRE   SUFFICIENT EVIDENCE OR PROOF TO   SUBSTANTIATE ANY CLAIM MADE REGARDING   THE ALTERNATE.       QUESTION# 14) ARE REMOVABLE STORM PANELS APPROPRIATE   FOR USE ON VERY LARGE, MID   OR HIGH-RISE STRUCTURES?       NO, EXCEPT ON THE GROUND FLOOR. ON   COMMERCIAL AND MULTI-UNIT RESIDENTIAL   STRUCTURES, ABOVE THE FIRST LEVEL,   IMPACT RESISTANT GLAZING OR PERMANENTLY   AFFIXED PROTECTIVE DEVICES SHALL BE   INSTALLED. PERMANENTLY AFFIXED   PROTECTIVE DEVICES SHALL REQUIRE THE   WRITTEN APPROVAL OF THE BUILDING   OFFICIAL.       20H) PROVIDE STORM PANEL INFORMATION   WITH INSTALLATION SCHEDULE AND KEY PLAN   WITH SPECIFIC ANCHORS AND MOUNTING TO BE   USED FOR ALL NON-IMPACT GLAZING.   FBC 1606.1.4.       20I) FL BLD CODE 2001 SECTION 103.6,   1606.1.4, 1707.4 & 3401.7.2.4.   PROCEDURES: 1(B) A COMPLETE INSTALLATION   SCHEDULE SUMMARIZING & IDENTIFYING   OPENING SIZES, STORY HEIGHTS, UNIT MARK   NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM   BAR REINFORCING REQUIREMENTS, WALL PRES-   SURE ZONES, SLAT TYPES, ETC., SHALL BE   SUBMITTED AT TIME OF PERMIT APPLICATION   TO FACILITATE PLAN REVIEW AND PERMIT   ISSUANCE.       20J) COMPLIED.       21) A550/ A.650   21A) THE PLANS STILL DO NOT IDENTIFY   WHAT TYPE OF ROOF SHEATHING TO BE USED?   TABLE 600- TYPE II BUILDING.       21B) COMPLIED.       21C) COMPLIED.       22) A.651   22A) NOW SHEET A.650 DETAIL 21, PRODUCT   APPROVALS ARE NOT REQUIRED FOR THIS   SHUTTER, BUT THE ENGINEER WILL NEED TO   PROVIDE CALCULATIONS FOR FIXED SHUTTER   IN THE OPEN POSITION FOR 140 MPH WIND   ZONE.       22B) COMPLIED.       22C) COMPLIED.       22D) COMPLIED.       23) A.701   23A) COMPLIED.       23B) COMPLIED.       23C) COMPLIED.       24) A.704   24A) COMPLIED.       24B) COMPLIED.       24C) COMPLIED.       25) A.801-A807,A.903   25A) COMPLIED.       25B) COMPLIED.       26) A903/A.902/A.901   26A) COMPLIED.       26B) COMPLIED.       27) A9.05   27A) COMPLIED.       27B) COMPLIED.       27C) COMPLIED.       28) S-0.00   28A) COMPLIED.       28B) COMPLIED.       28C) COMPLIED.       28D) COMPLIED.       28E) COMPLIED.       28F) COMPLIED.       29) S3.2 COMPLIED.       30) M0.2       30A) 2ND REQUEST,   ROOF TOP CONDENSING UNITS TO MEET   THE CLEARENCE REQUIREMENTS:   1511.7 ROOF MOUNTED MECHANICAL UNIT   S SHALL BE MOUNTED ON CURBS RAISED A   MINIMUM OF 8 INCHES ABOVE THE ROOF SUR-   FACE, OR WHERE ROOFING MATERIALS EXTEND   BENEATH THE UNIT, ON RAISED EQUIPMENT   SUPPORTS PROVIDING A MINIMUM CLEARENCE   HEIGHT IN ACCORDANCE WITH TABLE 1511.7.           30B) 2ND REQUEST,   1503.4.4 PROTECTION AGAINST DECAY &   TERMITES. CONDENSATE LINES & ROOF DOWN   SPOUTS SHALL DISCHARGE AT LEAST 1 FT.   AWAY FROM THE STRUCTURE SIDEWALL,   WHETHER BY UNDERGROUND PIPING, TAIL EX-   TENSIONS, OR SPLASH BLOCKS.       BUILDING PLAN REVIEW   JIM WITMER   TEL: (561)805-6715   FAX: (561)659-8026 Review Stop B BUILDING (STRUCTURAL) Rev No 1 Status F Date 2006-02-09 Cont ID   Sent By jwitmer Date 2006-02-09 Time 08:38 Rev Time 16.00 Received By jwitmer Date 2006-02-09 Time 07:12 Sent To   Notes 2006-02-09 00:00:00 BUILDING PLAN REVIEW   PERMIT: 05091456MIZNER LAKES   ADD: XXXN CONGRESS       CONT: AVS CONSTRUCTION   TEL: (954)655-5162   FL BLD CODE= 2001 FLORIDA BUILDING CODE   * WEST PALM BEACH AMENDMENTS       1ST REVIEW   ACTION: DENIED       ARCH:SLATTERY & ASSOC   2060 NW BOCA RATON BLVD   BOCO RATON, FL   TEL: (561) 392-3848   FAX: (561) 392-5402       STRUC: CHM STRUCTURAL ENG, LLC   9200 S DADELAND, SUITE 409   MIAMI, FL   TEL (305) 667-1621   FAX (305) 662-9673       ARCHITECTURAL SHEET A.002, BUILDING   DATA DOES NOT IDENTIFY TO WHICH CODE   THIS BUILDING WAS DESIGNED TO. THE   BUILDING DATA SHEET ALSO DOES NOT   PROVIDE THE MINIMUM BUILDING DESIGN   GOVERNED BYINTENDED OCCUPANCYSEE   503.1.2 AND TABLE 500.       ARCHITECTURAL SHEET A-251 INDICATES THAT   THIS PLAN WAS DEVELOPED UNDER THE 2001   FBC, BUT HAS CODE REFRENCES FOR THE 2004   FBC. S-0.00 ALSO INDICATES THE PLANS   WERE DEVELOPED UNDER THE 2001 FBC.   NOTE A-251 OCCUPANCY R-3 IS FOR SINGLE   FAMILY THIS WILL BE AN R2 OCCUPANCY CLASSIFICATION.       THIS REVIEW WILL BE COMPLETED UNDER THE:   2001 FBC   TYPE: II, SPRINKLERED NFPA 13   ---NOTE---   WHEN RESUBMITTING PLANS PLEASE INDICATE   THE REVISION & REMOVE & REPLACE ANY   PAGES AS NECESSARY. A TRANSMITTAL LETTER   LISTING THE ORIGINAL REVIEW COMMENT NUM-   BER, WITH A DESCRIPTION OF THE REVISION   MADE, IDENTIFYING THE SHEET OR SPECIFICA   TION PAGE WHERE THE CHANGES CAN BE FOUND   WILL HELP TO EXPEDITE YOUR PERMIT. THANK   YOU FOR YOUR ANTICIPATED COOPERATION.           1) PROVIDE NOC RECORDED WITH THE CLERK   OF COURT BEFORE A PERMIT CAN BE ISSUED.   NOTE: FL S S 713.13(2) IF THE NOC IS   RECORDED AT THE CLERK OF THE COURT AND   WORK HAS NOT STATED WITH 90 DAYS OF   RECORDING IT IS NULL & VOID REQUIRING RE-RECORDING.       2)FL BLD CODE 1804.2.2 QUESTIONABLE   SOILS, WHERE THE BEARING CAPACITY IS   NOT DEFINETLY KNOWN OR IS IN QUESTION.   WHERE THE BEARING CAPACITY OF THE SOIL   IS NOT DEFINITLY KNOWN OR IS IN QUESTION   THE BUILDING OFFICIAL MAY REQUIRE EXPLOR   ATIONS, TEST OR OTHER ADEQUATE PROOF AS   TO THE PERMISSIBLE SAFE BEARING   CAPACITY. REQUIRED TEST AND RECOMMENDA-   TIONS SUBMITTED TO VERIFY BEARING CAPA-   CITY SHALL BE CERTIFIED BY A GEOTECH-   NICALREPORT FROM A DESIGN PROFESSIONAL   PROPERLY LICENSED IN THE STATE OF   FLORIDA.       3) FBC 13-103.1.2 BEFORE A BUILDING   PERMIT CAN BE ISSUED, THE SUBMITTED   ENERGY CODE COMPLIANCE FORMS SHALL BE   SIGNED BY THE BUILDING OWNER, THE   OWNER'S ARCHETECT OR OTHER AUTHORIZED   AGENT LEGALLY DESIGNATED BY THE OWNER.       4) ARCHITECTURAL SHEETS ARE COPIES OF   SIGNATURE:   PLANS, SPECIFICATIONS,REPORTS OR   OTHER DOCUMENTS PREPARED BY THE DESIGN PROFESSIONAL AND   BEING FILED FOR PUBLIC   RECORD SHALL HAVE THE SIGNATURE AND   SEAL OF THE DESIGN PROFESSIONAL AFFIXED   TO THE DOCUMENT.   FL STATE STAT: 61G15-23.002 ENGINEERS   FL ATATE STAT: 61G16.003 ARCHITECTS       5) BEFORE A PERMIT TO CONSTRUCT, MAY BE   ISSUED, IMPACT FEES MUST BE PAID TO PALM   BEACH COUNTY. THE ACTUAL PERMIT   SET OF PLANS MUST BE STAMPED BY THAT   OFFICE, AND A COPY OF THE PAID RECEIPT   ATTACHED TO THE PERMIT APPLICATION.   PLEASE CALL (561)233-5025 FOR MORE   INFORMATION.       6)WPB AMENDMENT 105.13.6. W.P.B.   CONSTRUCTION SERVICES DEPARTMENT   REQUEST FOR THRESHOLD BUILDINGS A   SPECIAL INSPECTOR AS REQUIRED BY S.   553.79(5) FLORIDA STATUTES TO THE MIN-   IMUM INSPECTIONS REQUIRED BY THIS CODE.   CONTACT HAROLD PISKURA MANAGER OF THE   SPECIAL INSPECTOR PROGRAM AT (561)   805-6711 FOR FURTHER INFORMATION BEFORE   THE PERMIT MAY BE ISSUED.       7) W.P.B. AMENDMENT 105.13.4.4 ALL PLANS   FOR THE BUILDING WHICH ARE REQUIRED TO   BE SIGNED AND SEALED BY THE ARCHITECT OR   ENGINEER OF RECORD CON- TAIN A STATEMENT   THAT, TO THE BEST OF THE ARCHITECT'S PR   ENGINEER'S KNOWLEDGE, THE PLANS AND   SPECIFICATIONS COMPLY WITH THE   APPLICABLE FIRE-SAFETY STANDARDS AS   DETERMINED BY THE LOCAL AUTHORITY IN   ACCORDANCE WITH THIS SECTION AND 633   FLORIDA STATUTE.       8) CONTACT LILI URSA FOR ADDRESSING   REQUIREMENTS @ (561)822-1239.       9) ADDITIONAL INFORMATION REQUIRED FOR   RECORD KEEPING PURPOSES 104.1.2*:   10C)A) FLOOD ZONE   10C)B) FLOOD ELEVATION (IF A ZONE)   10C)C) LOMAR (IF A ZONE)   10C)D) NUMBER OF UNITS   10C)E) NUMBER OF FLOORS   10C)F) NUMBER OF BEDROOMS   10C)G) NUMBER OF ROOMS   10C)H) NUMBER OF BATHROOM   10C)I) SQ FT LIVING SPACE(TOTAL)   10C)J) SQ FT FOOT PRINT   10C)K) SQ FT UNDER ROOF (TOTAL)       10)SHEET A-002       10A) AS NOTED ABOVE PLANS ARE TO   INDICATE THE MINIMUM BUILDING TYPE,   503.1.2& TABLE 500.       11) SHEET A-102;       11A)DEFINITION, TERM TOWNHOUSE:A SINGLE   FAMILY DWELLING CONSTRUCTED IN A SERIES   OR GROUP OF ATTACHED UNITS WITH PROPERTY   LINES SEPARATING EACH UNIT. IF TRUELY   TOWNHOUSE CONSTRUCTION PROVIDE A REPLAT   OF THE LAND SHOWING INDIVUAL LOT LINES.   OTHERWISE RENAME THESE UNITS TO SOME   OTHER TERMINOLOGY. PLANS ARE NOT BUILT   TO THE TOWNHOUSE STANDARD FOUND UNDER   SECTION704.4(1-5).       11B) THERE APPEARS TO BE NUMBERS ON   VARIOUS ITEMS OF THE PLANS AND TO THE   RIGHT NOTES STATING WITH # 1 BUT NO   OTHER INFORMATION? COMPLETE.       12 ) SHEET A.300- A.304STAIR TOWER # 1   ON EACH FLOOR MISSING CLEARENCE AT DOOR   TO STAIRS.18"X60" LATCH SIDE OF DOOR.   11-4.13.6 MANEUVERING CLEARENCES   AT DOORS. MINIMUM MANEUVERING CLEARENCES   AT DOORS THAT ARE NOT AUTOMATIC OR   POWER-ASSISTED SHALL BE AS SHOWN IN   FIG. 25. THE FLOOR OR GROUND AREA WITH   IN THE REQUIRED CLEARENCES SHALL BE   CLEAR & LEVEL.       13) A201/ A202   13A)2ND REQUEST, PLANS DO NOT PROVIDE A   CUT SECTION   THROUGH STAIRWAYS INDICATING COMPLIANCE   WITH GUARDRAILS FOR HEIGHT (HEAD PROTECTION).COMMON   PROBLEM TO ALL STAIRWAYS,11-4.4.2 HEAD ROOM. WALKS,   HALLS, CORRIDORS, PASSAGEWAYS, AILES OR   OTHER CIRCULATION SPACES SHALL HAVE 80   INCHES MINIMUM CLEAR HEAD ROOM (SEE   FIGURE 8(A)). IF VERTICAL CLEARENCE OF   AN AREAADJOINING AN ACCESSIBLE ROUTE IS   REDUCED TO LESS THAN 80 IN. (NOMINAL   DIMENSION), A BARRIER TO WARN BLIND OR VISUALLY-IMPARED   PERSONS SHALL BE   PROVIDED. (SEE FIGURE 8(C-1)).       13B) 2ND REQUEST, STAIR TOWER# 4 WINDOWS   WITHIN 10'-0" OF TOWER OPENINGS SEE   1006.1.3.2 THE 2001 CODE DOES NOT   PROVIDE A WATER CURTAIN AS AN EQUALENT.       13C) COMPLIED.       13D)THIS COMMENT TO BE RESTATED!!!SINCE   THIS REVIEW THE CONFIGURATION OF                                   13E) ON THE RIGHT SIDE OF 201- 202 THE   COMMERCIAL AREA, IT APPEARS THERE IS A   HANDICAPPED RAMP AND STAIRS, BUT NO   SECTIONS THROUGH FOR FURTHER DETAILS? NO ELEVATIONS   PROVIDED? IT APPEARS THAT THE   EXHAUST FROM THE PARKING GARAGE IS   WITHIN 5'-0" OF THE HANDICAPPED RAMP, IS   THERE FLARINGS TO DIRECT EXHAUST FROM   THE RAMP?       13F) HANDICAPPED SPACE WITHIN PARKING   GARAGE NEEDS TO SHOW VAN ACCESSIBLE   PARKING.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 11-4.6.3.   THE VERTICAL CLEARANCE AT SUCH SPACES   SHALL COMPLY WITH ?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 11-4.6.5, THEY SHALL BE DESIGNATED AS   REQUIRED BY 11-4.6.4.       13G) PROVIDE MORE INFORMATION, PLANS   INDICATE A TRASH ROOM # 103 BUT THERE IS   AN AREA # 124 TRAASH AREA? EXPLAIN?THIS   AREA IS NOT AUTOMOBILE STORAGE BUT A S1   STORAGE REQUIRING A 3HR SEPERATION. SEE   TABLE 704.1.       13H) THE 2 STORY LOFT UNITS DO NOT HAVE   EXIT ACCESS CORRIDORS TO THESE UNITS.   EXIT ACCESS CORRIDORS WILL BE REQUIRED   BECAUSE THE GARAGE ENTRY DOOR IS THE   PRIMARY ENTRY DOOR COVERED UNDER FAIR   HOUSING. SEE FAIR HOUSING P. 1.22   ELEVATORS MUST PROVDE ACCESS TO PRIMARY   ENTRY FLOORS OF 2-STORY DWELLING IN   ELEVATOR BUILDINGS. NOTED THE 2-STORY   LOFT UNITS DO HAVE A FRONT DOOR WHERE   STAIRS ARE PRESENT, THE ENTERIOR ENTRY   DOOR IS CONSIDERED THE MAIN OR PRIMARY   ENTRY DOOR.   1001.1.3 MEANS OF EGRESS SHALL CONSIST   OF CONTINUOUS AND UNOBSTRUCTED PATHS OF   TRAVEL TO THE EXTERIOR OF A BUILDING.   MEANS OF EGRESS SHALL NOT BE PERMITTED   THROUGH KITCHENS, CLOSETS, RESTROOMS AND   "SIMILAR AREAS" NOR THROUGH ADJACENT   TENANT SPACES.   THE BUILDING OFFICIAL HAS REVIEWED   THE LAYOUT OF THIS PLAN AND INTERPRETS   THROUGH THE GARGE AS SIMILAR AREAS.   1001.1.4 WHEN UNUSUALLY HAZARDOUS   CONDITIONS EXIST, THE BUILDING OFFICIAL   MAY REQUIRE ADDITIONAL MEANS OF EGRESS   TO ASSURE THE SAFETY OF THE OCCUPANTS.       14) A.203:       14A) STAIRWELL# 3 THERE IS A WALL JUST   TO THE LEFT OF THE STAIRWELL, PROVIDE A   SECTION THROUGH IS THIS A HANDRAIL OR A   WALL ?       14B) BOTTOM LEFT OF PAGE WHERE THE   MATCHLINE STARTS THERE IS A AREA NO ROOM   REFRENCE, IT APPEARS POSSIBLY A FENCE   BLOCKS THIS AREA OFF?       14C) FANS UPPER RIGHT INTAKE OR EXHAUST?       14D) COLUMN LINE RIGHT SIDE OF PAGE NEXT   TO THE COMMERCIAL AREA, CUTS INTO THE   ACCESSIBLE ISLE, MEANS OF EGRESS,   44"MINIMUM.       15) A204:       15A) DOOR 204 SWINGS AGAINST THE TRAFFIC   FLOW TO THE STAIR TOWER# 1.   1012.1.2 EGRESS DOORS SHALL BE SIDE   SWINGING TYPE. DOORS SHALL SWING IN THE   DIRECTION OF EGRESS.       15B) AREA JUST RIGHT OF STAIR TOWER# 1,   IS THIS A WINDOW, OPEN, OR HANDRAIL?       15C) LEFT SIDE OF PAGE COMMENT# 14 B),   THERE IS A PAIR OF DOORS THAT SWING INTO   THE REQUIRED EGRESS PATH AND A COLUMN   THAT BLOCKS THE CLEAR AREA TO THE   COLUMN, ONLY 1'-0" CLEAR. SEE 1012.1.4.       16)A.205;       16A) CONDO UNIT C-4 IT APPEARS THERE MAY   BE A SHAFT, NO INFO NO CUT SECTION?       16B) POOL EQUIPMEENT ROOM JUST ABOVE   LEFT & RIGHT IT APEARS TO HAVE MASONARY   WALLS(M3) WWITH SOME TYPE OF OPENING ,   RAIL? NO SSECTION?       16C) POOL PAVILION INDICATES A SECTION   A304 BUT WRONG REFRENCE?PROVIDE SECTION   OF SINK CABINET.       16D) PROVIDE ADDITIONAL INFORMATION JUST   TO THE LEFT OF THE POOL PAVILION THERE   APPEARS TO BE A GRILL? IF GAS:   SECTION 2808   BARBECUES - FACTORY-BUILT   FACTORY-BUILT BARBECUES SHALL BE OF AN   APPROVED TYPE AND SHALL BE INSTALLED   IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.       16E)POOL DECK PLAN DOES N'T INDICATE   WHAT TYPE OF FINISH OTHER THAN THE PAVER   DECK, WHAT ARE THE OTHER AREAS COVERED   WITH? PLANS DO NOT PROVIDE SLOPE TO DECK   DRAINS OR DECK DRAINS?       16F) POOL DECK DRAINS WILL BE INSTALLED   IN A RATED FLOOR, PROVIDE THE TYPE OF   PIPE TO BE USED AND THE RATED ASSEMBLY   FOR THIS INSTALATION.   705.6 PENETRATIONS OF HORIZONTAL   ASSEMBLIES. ALL PENETRATIONS OF A FLOOR, FLOOR/CEILING   ASSEMBLY, OR THE CEILING   MEMBRANE OF A ROOF/CEILING ASSEMBLY   SHALL BE PROTECTED BY A SHAFT ENCLOSURE   IN ACCORDANCE WITH 705.2 OR SHALL COMPLY   WITH ?705.6.1 THROUGH 705.6.4.   705.6.1 THROUGH-PENETRATIONS. THROUGH-PENETRATIONS   OF FIRE RATED   HORIZONTAL ASSEMBLIES SHALL COMPLY   WITH 705.6.1.1 OR 705.6.1.2.       16G)NOTE: SEE DEPARTMENT OF HEALTH   [DOH] RULE 64E-9, FLORIDA ADMINISTRATIVE   CODE AND CHAPTER 514, FLORIDA STATUTES   FOR SECURITY & REQUIRED FENCING. TO BE   IN PLACE AT TIME OF BUILDING C.O.       16H) NOTE:13-412.1.ABCD.2.4.2 COVERS   REQUIRED. SPAS AND HEATED SWIMMING POOLS   SHALL BE EQUIPPED WITH A COVER DESIGNED   TO MINIMIZE HEAT LOSS.TO BE IN PLACE AT   TIME OF BUILDING C.O.       16I) PROVIDE EXITING SIGNAGE FOR POOL DECK.1016.1.1   ILLUMINATION OF MEANS OF   EGRESS SHALL BE PROVIDED IN ACCORDANCE   WITH THIS SECTION FOR EVERY BUILDING AND STRUCTURE.   FOR THE PURPOSES OF THIS   REQUIREMENT, EXIT ACCESS SHALL INCLUDE   ONLY DESIGNATED STAIRS, AISLES,   CORRIDORS, RAMPS, ESCALATORS AND   PASSAGEWAYS LEADING TO AN EXIT.FOR THE   PURPOSES OF THIS REQUIREMENT, EXIT   DISCHARGE SHALL INCLUDE ONLY DESIGNATED   STAIRS, AISLES, CORRIDORS, RAMPS,   ESCALATORS, WALKWAYS AND EXIT   PASSAGEWAYS LEADING TO A PUBLIC WAY.       16J) STAIR TOWER# 4, THE DOOR SWINGS THE   WRONG WAY:1012.1.2EGRESS DOORS SHALL BE   SIDE SWINGING TYPE.DOORS SHALL SWING   IN THE DIRECTION OF EGRESS       17)A.206       17A)PAIR OF DOORS # 351 SWING THE WRONG   WAY AGAINST EXITING PATTERNS.1012.1.2.       17B) RESIDENT STORAGE ROOM 313, TO BE   CONSIDERED AN S1 REQUIRING 3 HR   SEPERATION.TABLE 704.1.       17C) SEE A-253 LIFE SAFETY PLAN STAIR   TOWER# 1 AND DOOR 302 CAN'T ACCOMADATE   THE OCCUPANT LOAD FOR THE UNITS AND THE   POOL DECK, 1/2 THE LOAD OR 175 HAVE TO   GO THROUGH DOOR 302. 175X.2=35" OF CLEAR   OPENING, A 3'-0" DOOR CLEAR IS 34". THE   STAIR IS 4'-4"/.3=173.3. DOOR 103 AT THE   BOTTOM OF THE STAIR ALSO WILL BE TO   SMALL TO ACCOMADATE THE OCCUPANT LOAD   FROM THIS FLOOR.       17D) STAIRWELL# 2 IT APPEARS THAT A   SHAFT IS DIRECTLY IN FRONT OF THE   STAIRWELL PROVIDE SECTION THROUGH GIVING   WAAL TYPE AND RATING?705.2.2 SHAFT   ENCLOSURES. ALL OPENINGS THROUGH A FLOOR   AND PENETRATIONS THROUGH A FLOOR SHALL   BE PROTECTED BY A SHAFT ENCLOSURE IN   ACCORDANCE WITH 705.2.3.       18) A.208:       18A) STORAGE UNITS IN ROOM# 411 WILL   REQUIRE A 3 HR WALL AROUND THE PERIMETER   OF THE ROOM.       18B) PROVIDE A CUT SECTION FOR JUST   OUTSIDE THE FITNESS ROOM AND STORAGE   ROOM IT APPEARS TO BE A ROOF, NO   DETAILS.       19) A.300:       19A) STAIR TOWER# 1, DOOR# 103,   1012.1.3 THE ELEVATION OF THE FLOOR   SURFACES ON BOTH SIDES OF A DOOR SHALL   NOT VARY BY MORE THAN 1/2 IN. (13 MM).   THE ELEVATION SHALL BE MAINTAINED ON   BOTH SIDES OF THE DOORWAY FOR A DISTANCE   AT LEAST EQUAL TO THE WIDTH OF THE   WIDEST LEAF.THRESHOLDS AT DOORWAYS   SHALL NOT BE MORE THAN 1/2 IN. (13 MM)   IN HEIGHT.RAISED THRESHOLDS AND FLOOR   LEVEL CHANGES MORE THAN 1/4 IN. (6.4 MM)   AT DOORWAYS SHALL BE BEVELED WITH A   SLOPE NOT STEEPER THAN 1:2.       19B) THE RAMP JUST TO THE LEFT OF THE   TRASH COMPACTOR ROOM ONLY HAS A 4'-0"   BOTTOM RAMP.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 CLEARENCE.       20)A.403- A.406 ELEVATIONS:       20A) ELEVATIONS, PLEASE PROVIDE THE   POSITIVE AND NEGATIVE PRESSURES FOR ALL   OPENINGS, INTERIOR AND END ZONES FOR ALL   OPENINGS. DESIGN TO ASCE 7-98       20B) PLANS INDICATE THE USE OF FOAM   BANDS, SEE 1404.1.1 ARCHITECTURAL TRIM   ON BUILDINGS OF TYPE I, II AND IV   CONSTRUCTION NOT MORE THAN THREE STORIES   OR 40 FT (12.2 M) HIGH MAY BE OF TYPE VI CONSTRUCTION,   AND MAY BE OF TYPE VI   CONSTRUCTION ON ALL BUILDINGS OF TYPE   III, V AND VI CONSTRUCTION.TRIM SHALL   BE SECURED TO THE WALL WITH METAL OR   OTHER APPROVED BRACKETS OR FASTENERS.   WHEN ARCHITECTURAL TRIM IS LOCATED ALONG   THE TOP OF EXTERIOR WALLS, IT SHALL BE   COMPLETELY BACKED BY THE EXTERIOR WALL   AND SHALL NOT EXTEND OVER THE TOP OF   EXTERIOR WALLS.       20C) EXTERIOR ALUMINIUM RAILINGS TO   COMPLY WITH1608.2.2.1 GUARDRAIL SYSTEMS   SHALL BE DESIGNED AND CONSTRUCTED FOR A CONCENTRATED   LOAD OF 200 LB (890 N)   APPLIED AT ANY POINT AND IN ANY   DIRECTION AT THE TOP OF THE GUARDRAIL.   1608.2.2.4 LOADING CONDITIONS IN   1608.2.2.1, ?1608.2.2.2 AND 1608.2.2.3   SHALL NOT BE APPLIED SIMULTANEOUSLY, BUT   EACH SHALL BE APPLIED TO PRODUCE MAXIMUM   STRESS IN EACH OF THE RESPECTIVE   COMPONENTS OR ANY OF THE SUPPORTING   COMPONENTS.       20D)PRODUCT APPROVALS SUBMITTED WITH   PERMIT APPLICATION AFTER OCTOBER 1, 2003   ARE REQUIRED TO COMPLY WITH THE FLORIDA   PRODUCT APPROVAL SYSTEM. FOR INFORMATION   PLEASE SEE THE STATE WEBSITE AT   WWW.FLORIDABUILDING.ORG. PRODUCTS WITH   STATEWIDE APPROVAL ARE REQUIRED TO BE   SUBMITTED WITH A COVER SHEET THAT LISTS   THE PRODUCT IDENTITY NUMBER FROM THE   STATE. IF THE PRODUCT DOES NOT HAVE   STATEWIDE APPROVAL, SUBMIT AN APPLICA-   TION FOR LOCAL PRODUCT APPROVAL OR SITE   SPECIFIC FORM PER RULE 9B-72. SEE   ATTACHMENT. WWW.FLORIDABUILDING.ORG       20E)1606.1.4(1) IN WIND BORNE DEBRIS   REGIONS, EXTERIOR GLAZING THAT RECEIVES   POSITIVE PRESSURE IN BUILDINGS SHALL BE   ASSUMED TO BE OPENINGS UNLESS SUCH   GLAZING IS IMPACT RESISTANT OR PROTECTED   WITH AN IMPACT RESISTANT COVERING MEET-   ING THE REQUIREMENTS OF SSTD 12, ASTM   E 1886 AND ASTM E 1996 OR MIAMI-DADE.   1) GLAZED OPENINGS LOCATED WITHIN 30 FT   OF GRADE SHALL MEET THE REQUIREMENTS OF   LARGE MISSLE TEST.       20F) FL BLD CODE 1606.1.5: COMPONENTS &   CLADDING, PROVIDE 2 COPIES(3 IF THRESH-   OLD OR RESIDENT INSPECTOR) OF PRODUCT   TESTING REPORTS,MISSING REPORTS ARE AS   FOLLOWS:   A) WINDOWS FIXED/ STOREFRONT   B) WINDOWS OPERATABLE   C) MULLIONS   D) EXTERIOR DOORS GLAZED, SLIDERS   E) EXTERIOR LOUVERED DOORS   F) DOORS STEEL   G)EXTERIOR OVERHEAD DOORS   H)HANDRAILS   I) STORM SHUTTERS   J) TRUSS ANCHORS   K) ROOFING ASSEMBLIES   L) PREMANUFACTURED A/C STANDS   M) STORM SHUTTERS       20G)) AN INTERPRETATION FROM THE   BUILDING OFFICIAL ON STORM SHUTTERS THAT   ARE USED ON LARGE PROJECTS:   QUESTION# 13) RECOGNIZING SUCH CONCERNS   AS ABSENTEE OWNERS, OR CASES WHERE   LONGER TIME AND EFFORT IS NECESSARY TO   SECURE SHUTTERS ON LARGE OR MULTI-STORY   BUILDINGS, WHAT MEASURES ARE BEING   RECOMMENDED OR IMPLEMENTED TO ENSURE   THAT COMPLETE INSTALLATION OR SECURING   IS DONE SUFFICIENTLY IN ADVANCE OF THE   HURRICANE EVENT?       IN MATTERS FLORIDA BUILDING CODE, 2004   EDITION, PROVIDES THE ABILITY FOR THE   BUILDING OFFICIAL TO IMPLEMENT   REQUIREMENTS FOR ENSURING STABILITY,   STRENGTH, AND PROPER OPERATION OF   EXISTING BUILDINGS.       IN ORDER TO ASSURE THE SECURING OF   SHUTTERS ON LARGE OR MULTI-STORY   BUILDING, OR MULTIPLE BUILDINGS ON THE   SAME PROPERTY, PRE-STORM PREPARATION   PLANS MUST BE SUBMITTED BY THE PROPERTY   OWNERS OR MANAGING AGENTS FOR REVIEW BY   THE CONSTRUCTION SERVICES DEPARTMENT.   ANY SUCH PLAN SHALL INCLUDE, AT A   MINIMUM, ON-SITE LOCATION OF SHUTTERS,   PARTY RESPONSIBLE FOR SECURING THE   SHUTTERS (SAID PARTIES MUST BE LOCATED   WITHIN PALM BEACH COUNTY), TOTAL NUMBER   OF OPENINGS TO BE PROTECTED AND TOTAL   TIME REQUIRED TO SECURE ALL OPENINGS.   PROTECTION OF OPENINGS SHALL BE   ACCOMPLISHED WITHIN TWELVE (12) HOURS OR   LESS OF THE OFFICIAL NOTIFICATION BY THE   NATIONAL WEATHER SERVICE OF A HURRICANE   WATCH.       PROVISIONS IN THE BUILDING CODES (AND   THIS STANDARD) ARE NOT INTENDED TO   PROHIBIT THE USE OF ALTERNATIVE   MATERIALS AND METHODS, AND ALLOW THE   BUILDING OFFICIAL TO REVIEW AND APPROVE   ANY ALTERNATE DEEMED EQUIVALENT IN   QUALITY, STRENGTH, EFFECTIVENESS, FIRE   RESISTANCE, DURABILITY AND SAFETY   PRESCRIBED BY CODE. BASED UPON THIS CODE PROVISION,   ACCEPTANCE OF ALTERNATE   MATERIALS AND METHODS MAY BE APPROVED ON   A CASE-BY-CASE BASIS AND SHALL REQUIRE   SUFFICIENT EVIDENCE OR PROOF TO   SUBSTANTIATE ANY CLAIM MADE REGARDING   THE ALTERNATE.       QUESTION# 14) ARE REMOVABLE STORM PANELS APPROPRIATE   FOR USE ON VERY LARGE, MID   OR HIGH-RISE STRUCTURES?       NO, EXCEPT ON THE GROUND FLOOR. ON   COMMERCIAL AND MULTI-UNIT RESIDENTIAL   STRUCTURES, ABOVE THE FIRST LEVEL,   IMPACT RESISTANT GLAZING OR PERMANENTLY   AFFIXED PROTECTIVE DEVICES SHALL BE   INSTALLED. PERMANENTLY AFFIXED   PROTECTIVE DEVICES SHALL REQUIRE THE   WRITTEN APPROVAL OF THE BUILDING   OFFICIAL.       20H) PROVIDE STORM PANEL INFORMATION   WITH   INSTALLATION SCHEDULE AND KEY PLAN WITH   SPECIFIC ANCHORS AND MOUNTING TO BE USED   FOR ALL NON-IMPACT GLAZING.   FBC 1606.1.4.       20I) FL BLD CODE 2001 SECTION 103.6,   1606.1.4, 1707.4 & 3401.7.2.4.   PROCEDURES: 1(B) A COMPLETE INSTALLATION   SCHEDULE SUMMARIZING & IDENTIFYING   OPENING SIZES, STORY HEIGHTS, UNIT MARK   NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM   BAR REINFORCING REQUIREMENTS, WALL PRES-   SURE ZONES, SLAT TYPES, ETC., SHALL BE   SUBMITTED AT TIME OF PERMIT APPLICATION   TO FACILITATE PLAN REVIEW AND PERMIT   ISSUANCE.       20J) PROVIDE ROOF PRESSURE ZONES FOR   ZONES 1,2& 3. SEE 1606.6/ ASCE 7-98.       21) A.550/ A.650:       21A) THERE ARE VARIOUS   DETAILS SHOWING ROOF SECTIONS WITH METAL   STUD FRAMING. THERE IS NO NOTES AS TO   THE TYPE OF FRAMING MEMBER TO BE USED,   IF STRUCTURAL, SIZE, GAUGE, DESCRIPTION   OF TYPE FRAMING , FLANGE WIDTH OR   MATERIAL THICKNESS. C/C.   PLANS DO NOT PROVIDE WHAT TYPE OF   DECKING IS TO BE USED ON THIS PROJECT.       21B)SECTION 06 IS FOR A SUN SHADE, A   SEPERATE PERMIT IS REQUIRED. PROVIDE   ENGINEERING FOR FRAME & CANVAS FOR 140   MPH WIND.       21C) SECTION 07 IS A DESIGN THAT WILL BE INCORPORATED   INTO THE GUARDRAIL DESIGN.   1015.3 OPENINGS. OPEN GUARDRAILS SHALL   HAVE INTERMEDIATE RAILS OR ORNAMENTAL   PATTERN SUCH THAT A 4-INCH (102 MM)   DIAMETER SPHERE CANNOT PASS THROUGH ANY   OPENING UP TO A HEIGHT OF 34 INCHES.A   BOTTOM RAIL OR CURB SHALL BE PROVIDED   THAT WILL REJECT THE PASSAGE OF 2-INCH   (51 MM) DIAMETER SPHERE.           22) A.651:       22A) DETAIL# 05 PROVIDE PRODUCT TESTING   REPORT FOR EXHAUAST FAN FOR PRESURES+/-   ZONES 1,2 & 3.       22B) DETAIL# 09 IS A BOXED IN RAIN   LETTER, PLEASE PROVIDE LOCATON ON FLOOR   PLAN, MORE COMMENTS MAY APPEAR.       22C) DETAIL# 14 RAILING TO MECHANICAL   PENTHOUSE PROVIDE THE HEIGHT OF   GUARDRAIL?1015.2 HEIGHT. GUARDRAILS   SHALL FORM A VERTICAL PROTECTIVE BARRIER   NOT LESS THAN 42 INCHES (1067 MM) HIGH.       22D) DETAIL# 22 REMOVE THE WORD   TOWNHOUSE,       23) A.701 ELEVATOR MACHINE ROOMS;       23A) 3003.6.1 VENTS. HOISTWAYS OF ELEVA-   TORS SERVING MORE THAN 3 FLOORS SHALL BE   PROVIDED WITH MEANS OF VENTING SMOKE AND   HOT GASES TO THE OUTER AIR IN CASE OF   FIRE.       23B)3003.6.2 VENTS SHALL BE LOCATED   BELOW THE FLOOR OR FLOORS AT THE TOP OF   THE HOISTWAY, AND SHALL BE EITHER DIR-   ECTLY TO THE OUTER AIR OR THROUGH NON-   COMBUSTIBLE DUCTS TO THE OUTER AIR.       23C)3003.6.3 THE AREA OF THE VENTS   SHALL BE NOT LESS THAN 3 SQ FT FOR EACH   ELEVATOR CAR, WHICHEVER IS GREATER.       24)SHEET A.704:       24A) TRASH CHUTE PLANS DO NOT INDICATE A   TWO HR WALL FOR SHAFT.705.2.4.2 REFUSE   AND LAUNDRY CHUTE ENCLOSURES. A SHAFT   CONTAINING AREFUSE OR LAUNDRY CHUTE   SHALL BE USED FOR NO OTHER PURPOSE AND   SHALL BE PROTECTED BY A SHAFT ENCLOSURE   IN ACCORDANCE WITH ?705.2.3.       24B)705.2.4.6 AUTOMATIC SPRINKLERS. AN   APPROVED AUTOMATIC SPRINKLER SYSTEM   SHALL BE INSTALLED AT THE TOP AND AT   ALTERNATE FLOOR LEVELS IN REFUSE AND   LAUNDRY CHUTES AND IN THE TERMINATION   AND INCINERATOR ROOMS.           24E) 705.2.4.2 REFUSE AND LAUNDRY CHUTE ENCLOSURES.ALL   OPENINGS INTO THE SHAFT   ENCLOSURE, INCLUDING THOSE FROM ACCESS   ROOMS AND TERMINATION ROOMS, SHALL BE   PROTECTED IN ACCORDANCE WITH TABLE   705.1.2.SUCH OPENING PROTECTIVES SHALL   BE SELF-CLOSING OR AUTOMATIC-CLOSING   UPON DETECTION OF SMOKE, EXCEPT THAT   THE OPENING PROTECTIVE BETWEEN THE SHAFT   AND THE TERMINATION ROOM MAY BE CLOSED   BY A HEAT-ACTIVATED DEVICE.       25) SHEET A.801-A807A/ A.903       25A) SEE FAIR HOUSING PRIMARY ENTRY   DOORS AS WELL AS USABLE DOORS .SEE PAGES   3.1-3.5   ACCESSIBLE DOORS- DWELLING UNIT ENTRY   DOORS ARE TO MEET ANSI 4.13 WITH A 32"   CLEAR MEAASUREMENT, A 2'-10" DOOR   REQUIRED.   USABLE DOORS- 32" NOMINAL CLEAR WIDTH   IS REQUIRED FOR USABLE DOORS.       25B) A901-A902 DOOR SCHEDULE FOR ALL   FIRE RATED DOORS THE HARDWARE SCHEDULE   IS MISSING REQUIRED SILLS. 705.1.3.1   SILLS, IN ACCORDANCE WITH THE   REQUIREMENTS OF NFPA 80.       26) A903 :       26A)DOOR NOTES,HURRICANE MISSLE IMPACT   NOTES , FRENCH DOORS TO COMPLY WITH   STATEMENT 20G.       26B) BURGLAR INTRUSION NOTES   3) INDICATE USE OF BOLTS OR PINS FOR   EXTRA SECURITY DEVICES, SEE FAIR HOUSING   SECONARY EXTERIOR DOORS, SLIDING GLASS   DOORS PAGE 3.10-3.12 FOR CLEAR WIDTH AND HARDWARE.       (7) INACTIVE LEAF OF A PAIR OF DOORS   SHALL BE PROVIDED WITH MULTIPLE POINT   LOCKS AS REQUIRED BY PRODUCT APPROVALS.   AGAIN THESE LOCKS HAVE TO BE ABLE FOR   THE HANDICAPPED TO BE ABLE TO OPERATE   FROM A WHEELCHAIR!!!!!       27) A9.05       27A) DETAILS FOR RATED WALL U-419/ U-423   WITH A RATED CEILING RAE NOT SHOWN IN   THE UL DIRECTORY, IN BOTH CASES UL   STATES THE DRYWALL IS TO GO TO THE FLOOR   OR ROOF DECK ABOVE.   704.2.1.3 ALL OTHER PARTITIONS REQUIRED   TO HAVE A FIRE RESISTANCE RATING SHALL   EXTEND FROM THE TOP OF THE FLOOR BELOW   TO THE CEILING ABOVE AND SHALL BE   SECURELY ATTACHED THERETO.WHERE SAID   CEILING IS NOT A PART OF AN ASSEMBLY   HAVING A FIRE RESISTANCE RATING AT LEAST   EQUAL TO THAT REQUIRED FOR THE   PARTITION, THE PARTITION SHALL BE   CONSTRUCTED TIGHT AGAINST THE FLOOR OR   ROOF DECK ABOVE.       27B) MASONARY WALLS DO NOT GIVE THERE   MINIMUM EQUAVALENT THICKNESS FOR HOUR   RATING.       27C) WALL TYPE NOTES:   ALL PLYWOOD SHEATHING TO BE FIRE   RETARDANT TREATED PLYWOOD. SEE SECTION   604 ALL STRUCTURAL MEMBERS ARE TO BE NONCOMBUSTIBLE   WITH VARYING HR RATINGS   TABLE 600 PROVIDES THE HR RATINGS   REQUIRED FOR EACH TYPE OF STRUCTURAL   COMPONENT. FIRE RETARDANT TREATED   PLYWOOD WHEN EXPOSED TO FLAME WILL BURN   AS LONG AS FIRE IS AVAILABLE.       28) S-0.00       28A) CODES INDICATE FBC 2001 BUT ALL   REFRENCES 02 ACI 318-02 CORRECT       28B)   WIND LOADS ARE FIGURED 130MPH SHOULD   READ 140 MPH 3 SECOND GUST,   AND ASCE 7-98       28C) IMPORTANCE FACTOR 1 IS BUILDINGS   SUCH AS FARM BUILDINGS RECLASSIFY       28D) EXPOSURE CATEGORY "C" THE CITY IS   LOCATED IN A "B" ZONE, IF DESIGNING TO   THE MORE RIGID "C" ZONE THE PRESSURES   REQUESTED ITEM (20A) WILL HAVE TO   REFLECT THE HIGHER VALUES FOR WALLS   OPENINGS AND ROOF PRESSURES.       28E) THRESHOLD BUILDING INSPECTION PLAN:   WRONG ADDITION TO ASCE7-98 CORRECT   EDITION FOR FBC 2001.   28F) BALCONY MOISTURE PROTECTION THIS   SECTION OF THE CODE IS FOR THE HIGH WIND   VELOCITY ZONES DADE & BROWARD ONLY!       29) S3.2 FOTTER, COLUMN & BEAM SCHEDULES   NOT FILED IN MUST COMPLETE FOR REVIEW.       30) M0.2       30A) ROOF TOP CONDENSING UNITS TO MEET   THE CLEARENCE REQUIREMENTS:   1511.7 ROOF MOUNTED MECHANICAL UNIT   S SHALL BE MOUNTED ON CURBS RAISED A   MINIMUM OF 8 INCHES ABOVE THE ROOF SUR-   FACE, OR WHERE ROOFING MATERIALS EXTEND   BENEATH THE UNIT, ON RAISED EQUIPMENT   SUPPORTS PROVIDING A MINIMUM CLEARENCE   HEIGHT IN ACCORDANCE WITH TABLE 1511.7.           30B) 1503.4.4 PROTECTION AGAINST DECAY &   TERMITES. CONDENSATE LINES & ROOF DOWN   SPOUTS SHALL DISCHARGE AT LEAST 1 FT.   AWAY FROM THE STRUCTURE SIDEWALL,   WHETHER BY UNDERGROUND PIPING, TAIL EX-   TENSIONS, OR SPLASH BLOCKS.       PLANS ARE NOT COMPLETE ENOUGH TO DO A   THOROUGH PLAN REVIEW, ADDITIONAL   COMMENTS MAY OCCUR ON THE NEXT REVIEW   WITH THE NEW INFORMATION BEING   SUBMITTED.   BUILDING PLAN REVIEW   JIM WITMER   TEL: (561)805-6715   FAX: (561)659-8026 Review Stop E ELECTRICAL Rev No 2 Status F Date 2006-06-11 Cont ID   Sent By dpalmer Date 2006-06-11 Time 14:07 Rev Time 0.00 Received By dpalmer Date 2006-06-09 Time 20:38 Sent To   Notes 2006-06-11 00:00:00 REVIEW CONTINUED   ******** UNSAT 2ND REVIEW ***********       ** PLEASE SEE SOME COMMENTS FROM   PREVIOUS REVIEW WHICH ARE NEEDED TO BE   ADDRESSED. PLEASE ALSO SEE SOME NEW   COMMENTS.       ** PLEASE SEE COMMENTS FROM OTHER TRADES   WHICH WILL AFFECT DESIGN/LAYOUT WHICH   WILL HAVE A DIRECT AFFECT ON ELECTRICAL PLANS.(BUILDING   NOTES).       ** PLEASE SEE COMMENTS BELOW ARE TAKEN   DIRECTLY FROM PREVIOUS REVIEW ANS NEW   NOTES ARE ADDED TO THE BOTTOM.       *********IMPORTANT***********       PLEASE BE SURE THREE COMPLETE SETS ARE   SUBMITTEDAS THIS IS A THRESHOLD JOB   AND PLEASE BE SURE ALL SHEETS ARE BOUND   TOGETHER IN A MEANS THAT SETS AND SHEETS   DO NOT READILY FALL APART.   THE SETS SUBMITTED DO NOT CONTAIN   STAPLES THAT ADEQUATELY HOLD SETS/SHEETS   IN PLACE. THANK YOU FOR ANTICIPATED   ATTENTION TO THIS.   **************************************           MIZNER LAKES BLDG #5.       1)NOTE: NO, PLEASE SEE APPLICATION STILL   INDICATES 117 UNITS.       ** PREVIOUS NOTE **   PLEASE CORRELATE BLDG PLANS AND   PERMIT APPLICATION WITH ELECTRICAL   PLANS. PLEASE SEE BLDG SHEETS INDICATE   114 UNITS, ALTHOUGH PERMIT APPLICATION   INDICATE 117.   PLEASE ALSO CORRELATE SQ FT FROM BLDG   SHEET (A) WITH ELECTRICAL PLANS AS THE   A/C SQ FT FOR SOME DO NOT SEEM TO MATCH   UP.       2)NOTE: OK.       3)NOTE: NOTE #3 OK FOR MOST, HOWEVER   PLEASE SEE FIRE PROTECTION SHEETS STILL   REFERENCE THE 1999 NFPA-20. PLEASE SEE   FIRE REVIEW COMMENTS.       ** PREVIOUS NOTE **   PLEASE BE SURE ALL ARCHITECTUAL   AND ELECTRICAL SHEETS CONTAIN REFERENCE   TO THE 2002 NFPA-70, 2003 NFPA-101,   2002 NFPA-72, NFPA-20 2002 WITH ANY   OTHER CODES CURRENTLY IN EFFECT NEEDED.       4)NOTE:NOTE #4, NO, PLEASE STILL SEE   THERE IS SOME DIFFERENCES IN PLANS.   PLEASE SEE FP SHEETS IDENIFY THE FIRE   PUMP CONTROLLER AND ATS. IF THIS PUMP IS   DIESEL AS INDICATED IN RESPONSE, THNE   THE ATS MUST BE A MISPRINT. PLEASE SEE   FIRE SHEET FS0.2   PLEASE SUBMIT THE MANUFACTURES SPECS/CUT   SHEETS FOR THE FIRE PUMP CONTROLLER   (DIESEL) AND PUMP. THESE MUST BE IN SETS   EVEN IF THE FIRE PUMP IS GOING TO BE   SUBMITTED SEPARATELY.       ** PREVIOUS NOTE **PLEASE SEE FP   SHEETS AND A SHEETS INDICATE A FIRE PUMP   AND FIRE HOUSE, HOWEVER THERE IS NOT   INDICATION OF THIS ON ELECTRICAL RISER   ETC.   PLEASE KNOW, AS PER DISCUSSION WITH   CHIEF ELECTRICAL INSPECTOR AND FIRE   MARSHAL'S OFFICE, GENERATOR BACK UP MAY   BE REQUIRED IF ELECTRIC FIRE PUMP AND   NOT DIESEL.   IT WAS ALSO MENTIONED THERE MAY BE ONE   FOR EACH BLDGOR ONE FOR BOTH?   PLEASE SEE NFPA-20 FOR MIN REQUIREMTNS   AND 695 OF NEC.(2002).   695.3, 9.2, 9.6.2.2   PLEASE SEE THIS BLDG SET OF PLANS   CONTAINS MORE INFORMATION THAT THERE   WILL BE AN ELECTRICAL FIRE PUMP. PLEASE   SEE ALL OTHER COMMENTS FROM ELECTRIC AND   FIRE REVIEWER(S).   PLEASE KNOW THERE IS NOT ENOUGH   INFORMATION FOR THE REVIEW.   PLEASE ALSO KNOW, SINCE THE REVIEW OF   BLDG #4, IT IS BEING DISCUSSED WITHIN   THE AHJ IF A GENERATOR SIZED FOR THE MIN   BACK UP OF FIRE PUMP WILL BE REQUIRED.   IF INDEED THIS IS THE CASE IT WILL ALSO   REQUIRE A MIN OF ON SITE FUEL FOR A MIN   OF 8HRS RUNNING TIME.           5)NOTE: NOTE #5 NO, PLEASE SEE IT IS NOW   INDICATED THAT THE FIRE PUMP IS OF FUEL   TYPE HOWEVER NO SPECS FOR TANK/FUEL   STORAGE AND MIN FUEL FOR STORAGE ON   SITE. PLEASE SEE A MIN OF 8HRS RUNNING   IS REQUIRED.   1999 NFPA-20 8-4.3, 2003 NFPA-20 11-4.3   PLEASE SEE MORE INFORMAION IS STILL   NEEDED FOR REVIEW OF FIRE PUMP/FP HOUSE/   ETC THIS WILL ALSO BE IN FIRE MARSHAL'S   REVIEW.       **PREVIOUS REVIEW **   IF AN ELECTRICAL FIRE PUMP IS   INSTALLED, PLEASE SUBMIT ALL   SPECS/MANUFACTURES CUT SHEETS FOR PUMP,   FIRE PUMP CONTROLLER, GENERATOR AND ANY   SUB-BASE FUEL TANKS.   PLEASE BE SURE ALL SPECS/CUT SHEETS   CONTAIN A LISTING FROM A NRTL.       6)NOTE: OK.       7)NOTE: NOTE #7 NO, PLEASE SEE NEW NOTES   AND FLOORS WHICH EM FIXTURES ARE NOT   SHOWN.2.41-2.72   THIS IS MORE DETAILED IN NEW NOTES.   PLEASE SEE MOST WERE DONE.       ** PREVIOUS NOTE ** PLEASE KNOW, A MIN   BATTERY BACK   UP FIXTURE OF SOME TYPE WILL ALSO BE   REQUIRED IN MAIN ELECTRICAL RM,   ELECTRICAL RMS, FIRE PUMP RM/HOUSE,   ELEVATOR EQUIPMENT RMS.   700.16,7.8,7.9 ETC.       8)NOTE: OK.       9)NOTE: NOTE #9, NO, PLEASE SEE NEW   NOTES WITH RESPECT TO FIXTURES ON UPER   FLRS. 2.41-2.72       ** PREVIOUS NOTE**   PLEASEIDENTIFY THE FIXTURE   TYPES IN STAIR TOWERS. PLEASE LABEL.       10)NOTE:NOTE #10 NO, THIS COULD NOT BE   LCOATED. PLEASE SEE REPSONSE MENTIONS   THIS DETAIL IS ON E0.9, HOWEVER THIS   SHEET E0.9 IS NOT IN ANY OF THE TWO SETS SUBMITTED?       ** PREVIOUS NOTE **   PLEASE PROVIDE DETAIL FOR   DISCONNECT(S) FOR ROOF TOP UNITS.   440.11, MAY BE A "TYPICAL" DETAIL FOR   CU'S.       11)NOTE: NOTE #11 NO, ALTHOUGH MOST ALL   WAS DONE PLEASE SEE SHEET 2.32 WHICH IS   MISSING CIRCUITING FOR CORRIDIOR.   PLEASE SEE NEW NOTES FOR THIS SAME   SHEET.       ** PREVIOUS NOTE **   PLEASE COMPLETE ALL CIRCUITING   ON PLANS, INCLUDING ALL COMMON AREAS ,   PLEASE ALSO SEE UNITS WHICH ARE MISSING CIRCUITING.   MOST ARE ON PLANS SOME ARE   MISSING. SEE SOME REDLINED.       12)NOTE: OK THIS WAS DONE, HOWEVER   PLEASE SEE NEW NOTES.       13)NOTE:NOTE #13 NO, PLEASE SEE THE   CIRCUIUTS HAVE NOW BEEN DIVIDED, HOWEVER   LOADS FOR THESE STILL ARE NOT REFLECTED   ON PANEL SCHEDULES. PLEASE SEE   210.52B1,210.11C1 AND 220.16A WHICH   REQUIRES 1.5VA FOR EACH OF THE TWO OR   MORE CIRCUITS. PLEASE SEE DINING, AND   NOOK AREAS ARE CONSIDERED AS AREAS OF   THE LIKE AS STATED IN 210.52B   PLEASE SEE THESE ONES HAVE BEEN REDLINED   ON ONE SET OF PLANS.       ** PREVIOUS NOTE **   PLEASE SEE 210.52B1 WHICH   REQUIRES RECEPTS IN DINING AREAS/ROOMS T   BE ON THE ONE OR MORE SMALL APPLIANCE   CIRCUITS. PLEASE SEE LIGHTING ETC MAY   NOT BE ON THESE CIRCUITS. THIS WOULD   ALSO INCLUDE ANY BREAKFAST NOOKS/AREAS.       14)NOTE: OK.       15)NOTE:OK, HOWEVER PLEASE SEE NEW   NOTES FOR MORE DETAIL OF MANY FIXTURES.   PLEASE ALSO SEE THE RESPONSE LETTER   MENTIONS TO SEE SHEET E0.9, HOWEVER NO   SHEET E0.9 WAS SUBMITTED.       ** PREVIOUS NOTE **   PLEASE BE SURE FIXTURE SCHEDULE   CORRELATE WITH PLANS AND "LABELING" OF   SOME SORT ALSO CORRELATES.       16)NOTE: OK.       17)NOTE: OK.       18)NOTE: OK.       19)NOTE: NOTE#15 NO, PLEASE SEE LAUNDRY   CIRCUIT STILL SHOWN AS 1.2.       ** PREVIOUS NOTE **   PLEASE SEE 210.11C, 220.16B   WHICH REQUIRES A MIN OF 1.5KW FOR   LAUNDRY/WASHER CIRCUITS.   PLEASE SEE MOST SHOWN AS 1.2KW, AND SOME   SHOWN WITHOUT LOADS.       20)NOTE: N/A       21)NOTE: OK.       22)NOTE: OK.       23)NOTE: OK.       24)NOTE: NOTE#24 NO, PLEASE SEE SOME   LOCATIONS WHICH RECEPTS ARE MISSING.   PLEASE SEE ONE SET OF ELECTRICLA PLANS   HAVE BEEN REDLINED. C-4, TH2   PLEASE NOTE: AREAS CONTAINING RAILS ARE   CONSIDERED WALL SPACE.       ** PREVIOUS NOTE **   PLEASE SEE LOCATIONS ON PLANS   FOR MISSING RECEPTS PER 210.52, DINING   RM WALL C-2, BEDRM IN C-5, C-4 VERIFY   ANY OTHER POSSIBLE LOCATIONS.       25)NOTE: OK.       26)NOTE: OK.       27)NOTE: OK, HOWEVER SEE NEW NOTES NOW   THAT CIRCUITS WERE ADDED.       ** PREVIOUS NNOTE **   PLEASE SEE SOME CIRCUITING   MISSING ON PLANS FOR BATH ETC C-5       28)NOTE: NOTE #28 NO, IT WAS NOTED THAT   SOME OF THE CLOSETS MAY NOT BE LARGE   ENOUGH, HOWEVER SEE UNIT TH2 WHICH   APPEARS THIS WOULD NOT BE THE CASE. THIS   WAS CONFIRMED WITH THE MECH REVIEWER AND   A LT WOULD BE REQUIRED.       ** PREVIOUS NOTE **   PLEASE SEE 210.70 FOR MIN LT   REQUIRED FOR A/C CLOSETS.       29)NOTE: OK, MOST APPEAR TO BE OK.       30)NOTE: NOTE #30 NO, PLEASE SEE THE   SAME COUNTER SPACE IS REDLINED.       ** PREVIOUS NOTE **   PLEASE SEE POSSIBLE MISSING   RECEPT FOR KITCHEN COUNTERSPACE PER   210.52C1, C-4       31)NOTE: OK.       32)NOTE: OK, HOWEVER SEE NEW NOTES FOR CIRCUITING.       33)NOTE: OK.       34)NOTE: NOTE #34 NO, PLEASE SEE   RESPONSE MENTIONS TO SEE 7.1.1 FOR   DETAIL, HOWEVER NO DETAIL WAS SHOWN FOR   "BUS-DUCT" PENETRATIONS.       ** PREVIOUS NOTE **   PLEASE PROVIDE MIN CURB DETAIL   FOR THROUGH FLOOR PENETRATIONS.368.6   FOR BUS-DUCT RISER.       35)NOTE: NOTE # 35 NO, PLEASE SEE KW   RATINGS WERE REVISED, HOWEVER PLEASE SEE   LOADS AND OCP DO NOT CORRELATE WITH THE   MECHANICAL PLANS.   PLEASE SEE MAX OCP ETC.       ** PREVIOUS NOTE**   PLEASE SEE MANY A/C HEAT LOADS   ARE SHOWN AS "0"??   PLEASE ALSO SEE OTHERS WHICH INDICATE   65% OF 4KW AS 20KW? PLEASE RE-FIGURE   LOADS FOR A/C'S AND PLEASE ADJUST PANELS   AND LOAD CALCULATIONS.       36)NOTE: NOTE #36 NO, PLEASE SEE A NOTE   WAS ADDED, HOWEVER THIS NOTE NOW   MENTIONS TO "PROVIDE A BUILDING   LIGHTNING PROTECTION SYSTEM".   PLEASE SEE PREVIOUS NOTE WAS NOT TO   REQUIRE A LIGHTNING PROTECTION AS THE   STRUCTURE DOES NOT FALL UNDER CODES   WHICH DO REQUIRE LIGHTNIGN PROTECTION.   THE NOTE WHICH WAS REQUESTED WAS FOR ANY   SYSTEM WHICH MAY BE INSTALLED UNDER A   SEPARATE PERMIT SHALL MEET NFPA-780, UL   96.   PLEASE KNOW MANY SYSTEMS ARE ON THE   MARKET WHICH DO NOT MEET CODE.       ** PREVIOUS NOTE **   PLEASE PLACE NOTE ON "ROOF TOP"   PLANS WHICH WILL BE WORDED TO MENTION:   ANY PROPOSED LIGHTNING PROTECTION   SYSTEM, SHALL BE INSTALLEDPER   NFPA-780" OR WORDS TO THAT AFFECT.       37)NOTE: OK.       38)NOTE: OK, HOWEVER SEE NEW NOTES.       39)NOTE: OK.       40)NOTE: OK.       41)NOTE:NOTE #41 NO, PLEASE SEE IT IS   NOTED THAT THE "STREET" LIGHTING IS DONE   BY THE CITY OF WEST PALM BEACH AS THE   PLANS MENITONS PALM BEACH COUNTY. PLEASE   KNOW, THIS COMMENT WAS FOR ANY POLE   LIGHTING ON POOL DECK AREA.       ** PREVIOUS NOTE **   PLEASE SEE SITE PLANS INCLUDE   SITE LIGHTING.   PLEASE SUBMIT ALL WIND LOAD CALCULATIONS   AT THIS TIME FOR REVIEW IF ALL SITE   LIGHTING POLES AND FIXTURES ARE GOING TO   BE INCLUDED UNDER BLDG #5 SCOPE OF WORK   AND PERMIT.   IF DESIRED, THIS MAY BE PULLED FROM SETS   AND SUBMITTED FOR SEPARATE PERMIT, PLANS   AND FEES AT A LATER DATE.   PLEASE BE SURE CALCULATIONS INLCUDE LT   FIXTURES ON POLES.   PLEASE ALSO COMPLETE DETAIL FOR POLE   BASE WITH ALL DIMENSIONS, ONCE   CALCULATIONS ARE DONE.       42)NOTE: OK.       *********** NEW NOTES ****************       43) NOTE: PLEASE SEE SEC'S TO "L1FP" ARE   SHOWN AS 1/0'S WHERE THE MCB OCP IS   400A'S?? PLEASE ADJUST 240.4,310.16       44) NOTE: PLEASE SEE THE ADDRESS OF   PROJECT IS NOW ASSESSED, PLEASE REVISE   TITLE BLOCKS ACCORDINGLY.       ** PLEASE SEE ALL SHEETS SHALL   CONTAIN THE PRINTED LICENSE NUMBER FOR   THE ARCHITECTUARAL FIRM AS REQUIRED   UNDER FAC 61G1-16.004.   PLEASE ALSO SEE ALL SHEETS SIGNED AND   SEALED BY THE ARCHITECT SHALL ALSO   CONTAIN THE PRINTED ANME AND THE PRINTED   LICENSE NUMBER OF SAID ARCHITECT.   THIS IS REQUIRED FOR ALL TRADES AND FOR   ALL SHEETS WHETHER ORNOT COMMENT IS   MADE BY OTHER TRADES. THIS COMMENT IS   NOT FOR KAMM CONSULTING , HOWEVER ALL   MEP,FS, FA SHEETS CONTAINING THE   ARCHITECTURAL FIRM SHALL CONTAIN THE   FIRM LICENSE NUMBER.   ** PLEASE KNOW, FOR SHEET WHICH DO NOT   NEED TO BE REVSIED MAY HAVE THIS NUMBER   STAMPED/PRINTED/ ON SHEETS.   PLEASE SEE ALL SHEETS MAY END UP BEING   CHANGED.   THIS WAS MISSED ON PREVIOUS REVIEW.       45) NOTE: PLEASE SEE UNLESS THE RETAIL   SERVICE SHALL CONTAIN A MAIN IN THE MAIN ELECTRICAL RM   WHICH THEN WOULD FEED THE   GUTTER IN THE RETAIL ELECTRICAL RM. ONLY   IF THERE IS A "FIRE WALL" SEPARATION.   230.2E       46) NOTE: PLEASE SEE AREA OF POOL DECK   SHALL CONTAIN EM BATTERY BACK UP   FIXTURES OF SOME SORT TO PROVIDE THE MIN   LIGHTING LEVELS UNDER EMERGENCY   CONDITIONS (1FT CANDLE) TO THE PUBLIC   RIGHT OF WAY.   NFPA-101 7.8.1.3, 7.8.1.1       47) NOTE: PLEASE SEE MININUM SIZES FOR   SEC'S SHALL BE SIZED PER 310.16, 240.4C   PLEASE SEE ALL SEC'S SHALL BE EQUAL OR   ABOVE THE OCP FOR DEVICES OVER 800A'S.   PLEASE SEE SEC'S FOR SBA AND MSB.       48) NOTE: PLEASE SEE SHEET 5.14 WHICH   MENTIONS MSB SECTION 1 WITH A "MAIN 1 OF   2", WHICH DOES NOT CORRELATE WITH THE   OTHER SECTION OF MSB , AS THIS IS SHOWN   AS "MAIN 1 OF 3".   PLEASE SEE REDLINED PLANS.       49) NOTE: PLEASE SEE ROOF TOP PLANS   WHICH MENTIONS AND NOTES STAIR LTS   FEEDING FLOOR ABOVE.??       50) NOTE: PLEASE SEE SHEETS 2.41-2.72 AS PERVIOUSLY   MENITONED IN ABOVE NOTES,   THESE SHEETS SEEM TO BE MISSING THE   EMERGENCY LIGHTING FIXTURE   DESIGNATION(S) FOR STAIRS AND ROOMS.   PLEASE SEE REDLINED PLANS.   LS 101 7.8,7.9       51) NOTE: PLEASE SEE FPL VAULT IS   SHOWING LT FIXTURES "G". PLEASE CONFIRM   WITH FPL AS THESE SHOUDL NOT BE IN THE   FPL VAULT.       52) NOTE: PLEASE SEE SHEET 2.32 WHICH   SEEMS TO CONTAIN A MISPRINT AS IT IS   LABLED FOR 2ND FLR AND 3RD FLR.   REDLINED.   215.5       53) NOTE: PLEASE SEE PANEL IN UNIT C-3   WILL NOT BE PERMITTED IN CLOSET.   408.7,240.24 ETC       54) NOTE: PLEASE SEE BATH RMS WHEN   CIRCUITED AS REQUIRED FOR LIGHTING AND   GFI RECEPT ON ONE CIRCUIT, THIS CIRCUIT   MAY FEED ANY OTHER RMS, LTS, DEVICES   ETC. PER 210.11C3   PLEASE SEE UNITS C-4 AND C-1 AS THESE   WERE REDLINED AS THE DEDIACTED BATH   CIRCUITS AS SHOWN FEED OTHER   LIGHTING.:CLOSET AND HALL.       55) NOTE: PLEASE SEE SBA AND MSB CONTAIN   NUMERICAL NOTES NEXT TO SOME BRANCH   DEVICES "NOTE #1" YET, NOTE #1 ON PANEL   SCHEDULE FOR EACH OF THESE ARE BLANK??   PLEASE CLARIFY.215.5       56) NOTE: PLEASE PLACE NOTE ON PLANS FOR   ALL REQUIREMENTS OF THE FHAR 24CFR   100.205 SHALL BE MET.       57) NOTE: PLEASE SEE COPY OF FS   553.80(2)(B) WITH RESPECT TO REPEAT   COMMENTS. THIS IS ONLY A NOTICE GIVEN AT   THIS TIME.       ** PLEASE SEE MANY OF THE ABOVE ITEMS   HAVE BEEN REDLINED AT LOCATIONS OF   COMMENTS ON ONE SET OF THE PLANS   SUBMITTED.       **PLEASE SEE ANY POSSIBLE COMMENTSFROM   OTHER TRADES WHICH MAY AFFECT ELECTRICAL PLANS/DESIGN.   PLEASE BE SURE TO SEE FIRE REVIEW   COMMENTS AS THERE ARE MANY THAT WILL   AHVE A DIRECT EFFECT ON ELECTRICAL   PLANS.       ** PLEASE REMOVE ALL OLD/VOIDED SHEETS   FROM SETS COMPLETELY AND ONLY INSERT NEW   REVISED SHEETS INTO COMPLETE SETS FOR   REVIEW AND STAMPING. ONE SET OF ALL   OLD/VOIDED SHEETS SHOULD BE SUBMITTED   FOR REFERENCE.   ** PLEASE SEE ONE COPY OF THE OLD SETS   COULD NOT BE LOCATED FOR REFERENCE.       PLEASE SUBMIT THE ABOVE INFORMATION FOR   REVIEW. IF THERE ARE ANY QUESTIONS,   PLEASE DO NOT HESITATE IN CONTACTING   THIS OFFICE.       DEWEY PALMER   ELECTRICAL PLAN REVIEW   561-805-6717   [email protected] 2006-06-09 00:00:00 REVIEW STARTED. 2006-05-17 00:00:00 ONE ROLL IN ELECTRICAL FOR REVIEW. Review Stop E ELECTRICAL Rev No 1 Status F Date 2005-12-24 Cont ID   Sent By dpalmer Date 2005-12-24 Time 17:33 Rev Time 0.00 Received By dpalmer Date 2005-12-24 Time 15:58 Sent To   Notes 2005-12-24 00:00:00 REVIEW IN PROGRESS   ********* UNSAT ************           MIZNER LAKES BLDG #5.   PLEASE KNOW, MANY ITEMS FROM THIS REVIEW   CORRESPONSE TO REVIEW OF BLDG #4.   PLEASE ALSO SEE ADDED NOTES FOR SITE,   SITE LIGHTING ETC.       1)NOTE: PLEASE CORRELATE BLDG PLANS AND   PERMIT APPLICATION WITH ELECTRICAL   PLANS. PLEASE SEE BLDG SHEETS INDICATE   114 UNITS, ALTHOUGH PERMIT APPLICATION   INDICATE 117.   PLEASE ALSO CORRELATE SQ FT FROM BLDG   SHEET (A) WITH ELECTRICAL PLANS AS THE   A/C SQ FT FOR SOME DO NOT SEEM TO MATCH   UP.       2)NOTE: PLEASE SEE ALL ARCHITECTUAL   SHEETS CONTAIN A "RUBBER STAMP" IN LEIU   OF THE REQUIRED ORIGINAL SIGNATURE FROM   THE ARCHITECT OF RECORD. FS 481.221   PLEASE ALSO SEE BLDG REVIEW COMMENTS.   THIS IS REQUIRED FOR A-SHEETS WHETHER OR   NOT COMMENT IS MADE BY OTHER REVIEWER(S)   THIS IS NOT A KAMM CONSULTING COMMENT.       3)NOTE: PLEASE BE SURE ALL ARCHITECTUAL   AND ELECTRICAL SHEETS CONTAIN REFERENCE   TO THE 2002 NFPA-70, 2003 NFPA-101,   2002 NFPA-72, NFPA-20 2002 WITH ANY   OTHER CODES CURRENTLY IN EFFECT NEEDED.       4)NOTE: PLEASE SEE FP SHEETS AND A   SHEETS INDICATE A FIRE PUMP AND FIRE   HOUSE, HOWEVER THERE IS NOT INDICATION   OF THIS ON ELECTRICAL RISER ETC.   PLEASE KNOW, AS PER DISCUSSION WITH   CHIEF ELECTRICAL INSPECTOR AND FIRE   MARSHAL'S OFFICE, GENERATOR BACK UP MAY   BE REQUIRED IF ELECTRIC FIRE PUMP AND   NOT DIESEL.   IT WAS ALSO MENTIONED THERE MAY BE ONE   FOR EACH BLDGOR ONE FOR BOTH?   PLEASE SEE NFPA-20 FOR MIN REQUIREMTNS   AND 695 OF NEC.(2002).   695.3, 9.2, 9.6.2.2   PLEASE SEE THIS BLDG SET OF PLANS   CONTAINS MORE INFORMATION THAT THERE   WILL BE AN ELECTRICAL FIRE PUMP. PLEASE   SEE ALL OTHER COMMENTS FROM ELECTRIC AND   FIRE REVIEWER(S).   PLEASE KNOW THERE IS NOT ENOUGH   INFORMATION FOR THE REVIEW.   PLEASE ALSO KNOW, SINCE THE REVIEW OF   BLDG #4, IT IS BEING DISCUSSED WITHIN   THE AHJ IF A GENERATOR SIZED FOR THE MIN   BACK UP OF FIRE PUMP WILL BE REQUIRED.   IF INDEED THIS IS THE CASE IT WILL ALSO   REQUIRE A MIN OF ON SITE FUEL FOR A MIN   OF 8HRS RUNNING TIME.           5)NOTE: IF AN ELECTRICAL FIRE PUMP IS   INSTALLED, PLEASE SUBMIT ALL   SPECS/MANUFACTURES CUT SHEETS FOR PUMP,   FIRE PUMP CONTROLLER, GENERATOR AND ANY   SUB-BASE FUEL TANKS.   PLEASE BE SURE ALL SPECS/CUT SHEETS   CONTAIN A LISTING FROM A NRTL.       6)NOTE: PLEASE PROVIDE COMPLETE   PHOTOMETRICS FOR ALL EGRESS PATHS,   CORRIDORS, GARAGES, STAIRS TOWERS.   PLEASE SEE 101, 7.8 WHICH REQUIRES A MIN   OF 10 FT CANDLES UNDER NORMAL POWER AND   1 FT CANDLE MIN UNDER EMERGENCY POWER OR   BATTERY BACK UP.       7)NOTE: PLEASE KNOW, A MIN BATTERY BACK   UP FIXTURE OF SOME TYPE WILL ALSO BE   REQUIRED IN MAIN ELECTRICAL RM,   ELECTRICAL RMS, FIRE PUMP RM/HOUSE,   ELEVATOR EQUIPMENT RMS.   700.16,7.8,7.9 ETC.       8)NOTE:PLEASE SEE 620.23 WHICH ALSO   REQUIRESDEDICATED BRANCH CIRCUIT(S)   FOR RECEPT IN ELEVATOR MACHINE ROOM.       9)NOTE: PLEASEIDENTIFY THE FIXTURE   TYPES IN STAIR TOWERS. PLEASE LABEL.       10)NOTE: PLEASE PROVIDE DETAIL FOR   DISCONNECT(S) FOR ROOF TOP UNITS.   440.11, MAY BE A "TYPICAL" DETAIL FOR   CU'S.       11)NOTE: PLEASE COMPLETE ALL CIRCUITING   ON PLANS, INCLUDING ALL COMMON AREAS ,   PLEASE ALSO SEE UNITS WHICH ARE MISSING   CIRCUITING. MOST ARE ON PLANS SOME ARE   MISSING. SEE SOME REDLINED.       12)NOTE: PLEASE PROVIDE ALL AREA AND   ROOM DESIGNATIONS ON PLANS. NEED TO   VERIFY FOR CIRCUITING OF DINING AREAS   ETC.       13)NOTE: PLEASE SEE 210.52B1 WHICH   REQUIRES RECEPTS IN DINING AREAS/ROOMS T   BE ON THE ONE OR MORE SMALL APPLIANCE   CIRCUITS. PLEASE SEE LIGHTING ETC MAY   NOT BE ON THESE CIRCUITS. THIS WOULD   ALSO INCLUDE ANY BREAKFAST NOOKS/AREAS.       14)NOTE: PLEASE SEE SOME UNITS WHICH   INDICATE "J-BOX" FOR HABITABLE   RMS/EGRESS PATHS WILL BE REQUIRED TO   CONTAIN SOME SORT OF LIGHT FIXTURE TO   MEET 210.70, LS101 7.8   PLEASE SEE REDLINED PLANS.       15)NOTE: PLEASE BE SURE FIXTURE SCHEDULE   CORRELATE WITH PLANS AND "LABELING" OF   SOME SORT ALSO CORRELATES.       16)NOTE: PLEASE SEE NFPA-72 11.5.1.1   WHICH REQUIRES ALL SMOKE DETECTORS TO BE   WIRED "INLINE", HOWVER PLEASE SEE   REDLINED PLANS WHERE SD'S IN THE SAME   UNITS ARE ON MORE THAN ONE CIRCUIT.       17)NOTE: PLEASE CORRELATE ALL CIRCUITING   OF SD'S ON PLANS WITH PANEL SCHEDULES.   PLEASE SEE THERE ARE MANY SD'S SHOWN ON   DIFFERENT CIRCUITS OTHE THAN WHAT IS   LISTED ON PANEL SCHEDULE.       18)NOTE: PLEASE SEE MANY SD'S WHICH DO   NOT INDICATE THE REQUIRED ARC FAULT   PROTECTION AS MANY OTHERS ARE SHOWN.   MAY ALSO INDICATE LISTING OF REQUIRED   ARC FAULT CIRCUITS IN PANEL SCHEDULES.   210.12, 2002 NEC.       19)NOTE: PLEASE SEE 210.11C, 220.16B   WHICH REQUIRES A MIN OF 1.5KW FOR   LAUNDRY/WASHER CIRCUITS.   PLEASE SEE MOST SHOWN AS 1.2KW, AND SOME   SHOWN WITHOUT LOADS.       20)NOTE:       21)NOTE: PLEASE CORRELATE ALL SQ FT   CALCULATIONS ON ELECTRICAL PLANS WITH   "A" SHEETS WHICHSOME DO NOT SEEM   CORRELATE WITH ELECTRICAL SQ FT.       22)NOTE: PLEASE MOVE MANY SD'S INTO   BEDRM AREAS. PLEASE SEE MANY UNITS SEEM   TO INDICATE SOME SORT OF CEILING HEIGHT   CHANGE LINE.   PLEASE SEE NFPA-72 11.8.3.5 WHICH   REQUIRES ALL SD;S TO BE LOCATED WITHIN   12" OF A FLAT CEILING, AND WITHIN 3' OF   THE PEAK OF A SLOPED CEILING.   PLEASE ADJUST LOCATIONS.   PLEASE SEE REDLINED PLANS. C3,C4 ETC       23)NOTE: PLEASE SEE PANEL SCHEDULES NOTE   SD'S AND KITCHEN LTS, HOWEVER MANY UNITS   SHOWS SD'S TO OTHER BEDRM CIRCUITS.   PLEASE ALSO SEE PREVIOUS NOTE LISTED   ABOVE WITH RESPECT TOARC FAULT AND   CIRCUIITNG.       24)NOTE: PLEASE SEE LOCATIONS ON PLANS   FOR MISSING RECEPTS PER 210.52, DINING   RM WALL C-2, BEDRM IN C-5, C-4 VERIFY   ANY OTHER POSSIBLE LOCATIONS.       25)NOTE: PLEASE INDICATE THE REQUIRED   GFI PROTECTION FOR JACUZZI TUB,   RECEPT/BRKR.680.71       26)NOTE: PLEASE IDENTIFY THE PANELS IF   THEY ARE "TYPICAL" FOR MULTIPLE UNIT   TYPES, (A,B, C ETC).       27)NOTE: PLEASE SEE SOME CIRCUITING   MISSING ON PLANS FOR BATH ETC C-5       28)NOTE: PLEASE SEE 210.70 FOR MIN LT   REQUIRED FOR A/C CLOSETS.       29)NOTE: PLEASE SEE CLOTHES CLOSET FOR   MIN CLEARENCE REQUIRED FOR LT   FIXTURE(S).   410.8, SEE REDLINED.       30)NOTE: PLEASE SEE POSSIBLE MISSING   RECEPT FOR KITCHEN COUNTERSPACE PER   210.52C1, C-4       31)NOTE: PLEASE VERIFY TYOE OF CONTROLS   LABLED AS FUTURE FOR J-BOX RIGHT ON THE   EDGE OF THE JACUZZI???   PLEASE SEE 680 FOR MIN CLEARENCES FOR   ANY PROPOSED DEVICES.       32)NOTE: PLEASE SEE 210.52D FOR MISSING   BATH GFI RECEPT(S) REQUIRED. TH3 ETC       33)NOTE:PLEASE VERIFY THE LAUNDRY   CIRCUIT ON KITCHEN WALL? TH1   SHOWN IN WHAT APPEARS TO BE LIVING RM IN   TH2? PLEASE SEE OTHER LOCATIONS AND   CORRELATE WITH ACTUAL LOCATIONS OF ANY   SUCH WASHER/LAUNDRY UNITS.       34)NOTE: PLEASE PROVIDE MIN CURB DETAIL   FOR THROUGH FLOOR PENETRATIONS.368.6   FOR BUS-DUCT RISER.       35)NOTE: PLEASE SEE MANY A/C HEAT LOADS   ARE SHOWN AS "0"??   PLEASE ALSO SEE OTHERS WHICH INDICATE   65% OF 4KW AS 20KW? PLEASE RE-FIGURE   LOADS FOR A/C'S AND PLEASE ADJUST PANELS   AND LOAD CALCULATIONS.       36)NOTE: PLEASE PLACE NOTE ON "ROOF TOP"   PLANS WHICH WILL BE WORDED TO MENTION:   ANY PROPOSED LIGHTNING PROTECTION   SYSTEM, SHALL BE INSTALLEDPER   NFPA-780" OR WORDS TO THAT AFFECT.       37)NOTE: PLEASE VERIFY FEEDER CONDUCTOR   TYPES FOR UNITS. COPPER, ALUMINUM.       38)NOTE: PLEASE VERIFY WHY MSB AND SBA   BOTH INDICATE GFP PROTECTION, WHEN   240.13, 230.95 ETC DOES NOT SEEM TO   TRIGGER THE REQUIREMENT. THIS IS NOT A   CODE COMPLIANCE VIOLATION AND MAY BE   DONE, IT IS ONLY NOTED, AS IF THIS IS   SHOWN ON PLANS, THEN THIS WILL BE   REQUIRED.       39)NOTE: PLEASE SEE 200A OPC FROM MSB TO   PANEL L1HB WHICH IS SHOWN AS A 125A   PANEL.       40)NOTE: PLEASE VERIFY MSB SCHEDULE   INDICATES A "HOUSE PUMP" ON MSB-11,   HOWEVER RISER DIAGRAM DOES NOT CORRELATE   WITH THIS?       41)NOTE: PLEASE SEE SITE PLANS INCLUDE   SITE LIGHTING.   PLEASE SUBMIT ALL WIND LOAD CALCULATIONS   AT THIS TIME FOR REVIEW IF ALL SITE   LIGHTING POLES AND FIXTURES ARE GOING TO   BE INCLUDED UNDER BLDG #5 SCOPE OF WORK   AND PERMIT.   IF DESIRED, THIS MAY BE PULLED FROM SETS   AND SUBMITTED FOR SEPARATE PERMIT, PLANS   AND FEES AT A LATER DATE.   PLEASE BE SURE CALCULATIONS INLCUDE LT   FIXTURES ON POLES.   PLEASE ALSO COMPLETE DETAIL FOR POLE   BASE WITH ALL DIMENSIONS, ONCE   CALCULATIONS ARE DONE.       42)NOTE: PLEASE SHOW ALL CONTINOUS LOADS   @125%.   215.3,230.42               ** PLEASE SEE MANY OF THE ABOVE ITEMS   HAVE BEEN REDLINED AT LOCATIONS OF   COMMENTS ON ONE SET OF THE PLANS   SUBMITTED.       **PLEASE SEE ANY POSSIBLE COMMENTSFROM   OTHER TRADES WHICH MAY AFFECT ELECTRICAL   PLANS/DESIGN.   PLEASE BE SURE TO SEE FIRE REVIEW   COMMENTS AS THERE ARE MANY THAT WILL   AHVE A DIRECT EFFECT ON ELECTRICAL   PLANS.       ** PLEASE REMOVE ALL OLD/VOIDED SHEETS   FROM SETS COMPLETELY AND ONLY INSERT NEW   REVISED SHEETS INTO COMPLETE SETS FOR   REVIEW AND STAMPING. ONE SET OF ALL   OLD/VOIDED SHEETS SHOULD BE SUBMITTED   FOR REFERENCE.           PLEASE SUBMIT THE ABOVE INFORMATION FOR   REVIEW. IF THERE ARE ANY QUESTIONS,   PLEASE DO NOT HESITATE IN CONTACTING   THIS OFFICE.       DEWEY PALMER   ELECTRICAL PLAN REVIEW   561-805-6717   [email protected] 2005-12-15 00:00:00 IN ELEC FOR REVIEW Review Stop ENG ENGINEERING CSD Rev No 2 Status F Date 2006-07-31 Cont ID   Sent By rchokshi Date 2006-07-31 Time 10:58 Rev Time 0.00 Received By rchokshi Date 2006-07-31 Time 10:55 Sent To R Notes 2006-07-31 00:00:00 ALL COMMENTS MADE BY M. AMINI ON   2005-10-19 HAVE NOT BEEN TAKEN CARE OF   YET.   RASIK CHOKSHI 805-6723 Review Stop ENG ENGINEERING CSD Rev No 1 Status F Date 2005-10-19 Cont ID   Sent By mamini Date 2005-10-19 Time 10:49 Rev Time 1.00 Received By mamini Date 2005-10-19 Time 10:49 Sent To   Notes 2005-10-19 00:00:00 FAILED:       1. PLEASE SUBMIT CALCULATION FOR THE   PROPOSED STORM WATER SYS.   2.PLEASE SUBMIT A COPY OF THE SFWMD   PERMIT FOR OUR RECORD.   3. PLEASE NOTE THAT A POLLUTION   PREVENTION PLAN MUST BE INCLUDED IN   CIVIL, SILT FENCE, TURBIDITY BARRIER,   ETC. IT MUST BE IN PLACED PRIOR TO ANY   CONSTRUCTION ACTIVITIES.   4. A SEPARATE PERMIT AT NO COST FOR ALL   THE WORK WITHIN PUBLIC R.O.W FROM PUBLIC   UTILITIES AND ENG. IS REQUIRED, CONTACT   WINDEL PALMER AT 494-1086, MOT MUST BE   PROVIDED AT THE TIME OF APPLICATION.   5. SHEET C-8 SHOWSADDITIONAL WATER   CONNECTION FROM EXISTING 10" WM IN HANK   ARRON TO THE BUILDING 5, PLEASE VRIFY.   6. SHEET C-8, COULD NOT FIND ANY WATER   SUPPLY CONNECTION FOR BUILDING 4, PLEASE   VERIFY.   7. A CLEAN OUT FOR EACH SEWER LATERAL   MUST BE PROVIDED.   8. PLEASE NOT THAT CIVIL PLAN MUST BE   APPROVED FOR ALL THE CONNECTIONS TO THE   CITY SERVICES BY THE PUBLIC UTILITIES &   ENG.       IF ANY QUESTION PLEASE CONTACT 805-6723   MOHAMMAD R. AMINI Review Stop FIRE FIRE DEPARTMENT Rev No 2 Status F Date 2006-07-03 Cont ID   Sent By mwennerg Date 2006-07-03 Time 14:46 Rev Time 0.00 Received By mwennerg Date 2006-07-03 Time 14:46 Sent To   Notes 2006-07-03 00:00:00 ***DENIED***       1) OK       2) NO RESPONSE FOUND.       3) OK       4) OK       5) OK       6) OK       7) OK       8) OK       9) OK       10) OK       11) NO RESPONSE FOUND ON SHT A-206       12) OK       13) NO RESPONSE FOUND BY MEP ENGINEER       14) PLEASE NOTE THAT 2A-10B,C RATED FIRE   EXTINGUISHERS ARE REQUIRED.       15) NO SUBMITTAL FOUND       16) PLEASE REFERENCE NFPA 101, 2003   EDITION SEC. 30.3.3.2.       17) PLEASE ILLUSTRATE ON ELEVATIONS.       18) OK, HOWEVER WHAT ABOUT LOSS OF   POWER?       19) OK       20) OK       21) NO RESPONSE BY MEP ENGINEER       22) NO RESPONSE BY MEP ENGINEER       23) NO RESPONSE FOUND       24) NO RESPONSE FOUND       25) NO RESPONSE FOUND       26) RESPONSE DOESN'T ADDRESS COMMENT   REGARDING UL.       27) OK       28) PLEASE SEE NFPA 101, 2003 EDITION   SEC. 9.6.2.8.       29) OK       30) NO RESPONSE FOUND       31) PLEASE SEE SHT FS0.1 REDLINED REF:   EDITION.       32) PLANS SHALL BE SUBMITTED SEPARATELY   UNDER SEPARATE PERMIT.       33) PLEASE NOTE THAT THE ATTACHED LETTER   DOES NOT INDICATE APPROVAL FROM THIS   OFFICE.       34) OK       35) NO NOTE FOUND       36) OK       37) NO RESPONSE FOUND       38) NO RESPONSE FOUND       39) NO RESPONSE FOUND       40) OK       PLEASE NOTE THAT PROVIDING RESPONSES   INDICATING SHT FOR REVIEW WILL HELP   EXPEDITE THIS PROCESS.       PLEASE NOTE THAT CORRECT EDITIONS SHALL   BE ILLUSTRATED ON PLANS IE. NFPA 20,   2003 EDITION.       MIKE WENNERGREN, CAPTAIN/WPBFR   FIRE PLAN REVIEW (561) 805-6722                                                                                     Review Stop FIRE FIRE DEPARTMENT Rev No 1 Status F Date 2005-12-21 Cont ID   Sent By mwennerg Date 2005-12-21 Time 15:15 Rev Time 0.00 Received By mwennerg Date 2005-12-21 Time 15:15 Sent To   Notes 2005-12-21 00:00:00 ******DENIED******       BUILDING #5       1) NFPA 101, 2003 EDITION SHALL BE   REFERENCED AFTER JAN. 1, 2005.       2) PERMIT APPLICATION INDICATES 117   UNITS AND SHT A-002 SHOWS 114. PLEASE   CORRULATE.       3) DO TURN AROUNDS MEET THE THE 50'   RADIUS REQUIREMENTS OF NFPA 1 ?       4) PARKING GARAGE TO MEET SEPARATION AND   ALL OTHER REQUIREMENTS IN ACCORDANCE   WITH FBC AND NFPA 88A.       5) WET FIRE HYDRANTS ARE REQUIRED PRIOR   TO, DURING AND AFTER CONSTRUCTION.       6) PLEASE ILLUSTRATE THE HEIGHT OF THE   BUILDING. HIGHRISE?       7) STAIRS ARE TO BE KEPT UP WITH   CONSTRUCTION.       8) PLEASE REVIEW ALL DOOR SWINGS THAT   SERVE AREA WITH OCCUPANT LOADS > 50.       9) THE DOORS LEADING FROM THE POOL AREA   TO THE CORRIDORS SWING AGAINST THE   DIRECTION OF TRAVEL BASED ON OCCUPANT   LOADS GREATER THAN 50.       10) THE LOBBY ENTRANCE DOORS SWING   AGAINST THE DIRECTION OF TRAVEL.       11) PLEASE INDICATE THE TYPE AND   QUANTITY OF STORAGE PLANNED FOR POOL   EQUIPMENT AREA.       12) PLEASE PROVIDE PRESCRIPTIVE STRENGTH   REQUIREMENT FOR HANDRAILS AND GUARDS.       13) PLEASE PROVIDE ADDITIONAL   INFORMATION ON TYPE OF BOILERS PLANNED.       14) 2A-10B,C RATED FIRE EXTINGUISHERS   ARE REQUIRED.       15) PLEASE PROVIDE MANUFACTURER SPEC   SHEETS FOR FABRIC AWNINGS.       16) PLEASE INDICATE THE INTERIOR FINISH   CLASSIFICATION OF WALLS AND CEILINGS IN   TERMS OF CLASS A,B, OR C.       17) AN ADDRESS IS REQUIRED FOR BUILDING,   AND SHALL BE A MINIMUM OF 3" IN HEIGHT   AND CONTRASTING TO BACKGROUND.       18) WILL CARD READING DEVICES IMPACT   REQUIRED EXITING?       19) ELEVATORS TO COMPLY WITH ASME A   17.1.       20) WARNING SIGNS REQUIRED IN ELEVATOR   LOBBIES.       21) IN ACCORDANCE WITH LOCAL   REQUIREMENTS, DUCT SMOKE DETECTORS SHALL   CAUSE A GENERAL FIRE ALARM WHEN   ACTIVATED.       22) EXITS SIGNS TO BE MOUNTED AT   DISTANCES NOT TO EXCEED 100'.       23) HOW WILL OCCUPANT NOTIFICATION OCCUR   IN REGARDS TO CO SENSORS?       24) PLEASE REVIEW ALL ELECTRICAL SHTS   AND ARRANGE EXIT LIGHT LOCATIONS TO MEET   THE MINIMUM 100' DISTANCE REQUIREMENT.       25) COOLING TOWERS TO COMPLY WITH NFPA   214.       26) FIRE ALARM SYSTEM TO BE UL CERTIFIED   FOR CENTRAL STATION SERVICE.   DOCUMENTATION SHALL BE AVAILABLE AT THE   TIME OF FIRE ALARM FINAL.       27) FIRE ALARM SYSTEM TO BE CLASS A,   STYLE D OR FULLY ADDRESSABLE.       28) PLANS DON'T SHOW SMOKE DETECTORS IN   COMMON AREA CORRIDORS. PLEASE MAKE   CORRECTION.       29) ARE AUDIBLE DEVICES PLANNED FOR   LIVING UNITS?       30) SEPARATE SHOP DRAWINGS AND PERMITS   REQUIRED FOR FIRE SPRINKLER AND FIRE   ALARM SYSTEMS.       31) FIRE PUMP TO COMPLY WITH NFPA 20,   2003 EDITION.       32) SEPARATE SHOP DRAWING, PERMIT AND   MANUFACTURER SPEC SHEETS REQUIRED FOR   FIRE PUMP.       33) A 1000 GPM FIRE PUMP IS PROPOSED.   PLEASE PROVIDE DETAILS FROM MEETING HELD   WITH CITY FIRE MARSHAL AND WHAT   ARRANGEMENT HAS BEEN ACCEPTED BY THIS   OFFICE. PLEASE INDICATE WHAT BUILDINGS   WILL BE SUPPLIED BY FIRE PUMP.       34) FIRE DEPARTMENT VALVES ON STANDPIPES   ARE REQUIRED TO BE 2 1/2" TO 1 1/2"   REDUCER WITH CHAIN.       35) IN ADDITION TO ELECTRONIC   SUPERVISION, DOUBLE CHECK DETECTOR   ASSEMBLY SHALL BE SECURED WITH LOCKAND   CHAIN.       36) NO CUTTING OR WELDING OPERATIONS TO   OCCUR WITHOUT APPROVAL OF BUREAU OF FIRE   PREVENTION AND COMPLIANCE WITH NFPA 51B.       37) LOCKING KNOX BOX CAP REQUIRED ON   FIRE DEPARTMENT CONNECTION.       38) FA SHEETS ILLUSTRATE FIRE PUMP ROOM   AND A SHEETS SHOW ANOTHER LOCATION.   PLEASE EXPLAIN.       39) FIRE ALARM SHAEETS DON'T SHOW SMOKE   DETECTORS IN ELECTRICAL ROOMS, FIRE PUMP   ROOM, CATV ROOM, MAIL ROOM ETC.       40) FS SHT 0.1 REFERENCES NFPA 13R. NFPA   13 SHALL BE USED FOR BUILDINGS GREATER   THAN 4 STORIES IN HEIGHT.           MIKE WENNERGREN, CAPTAIN/WPBFR   FIRE PLAN REVIEW (561) 805-6722                                                                     Review Stop G GAS REVIEW Rev No 1 Status   Date   Cont ID   Sent By   Date   Time   Rev Time 0.00 Received By   Date   Time   Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 2 Status N Date 2006-05-10 Cont ID   Sent By adarroug Date 2006-04-06 Time 10:34 Rev Time 0.00 Received By adarroug Date 2006-04-06 Time 10:34 Sent To   Notes 2006-05-10 00:00:00 TO "COMM" BD#46/PLANS ON RACK Review Stop I INCOMING/PROCESSING Rev No 1 Status N Date   Cont ID   Sent By   Date 2006-03-03 Time   Rev Time 0.00 Received By adarroug Date 2005-09-30 Time 13:39 Sent To   Notes 2005-10-04 00:00:00 TO "COMM" BD#48/PLANS ON RACK/4 ROLLS 2005-09-30 00:00:00 WAITING FOR "COMM" BD Review Stop M MECHANICAL (A/C) Rev No 2 Status F Date 2006-06-27 Cont ID   Sent By pkrauss Date 2006-06-27 Time 07:20 Rev Time 0.00 Received By pkrauss Date 2006-06-26 Time 14:05 Sent To   Notes 2006-06-27 00:00:00 DENIED:2001 FLORIDA BUILDING CODE       COMMENTS BY HAROLD MOSER ON 1/10/2006       COMMENT 1.RESPONSE REFERS TO FBC(M)   404.1 & 404.2.SECTION 404 IN THE 2001   CODE IS VENTILATION OF UNINHABITED   SPACES WHEREAS THE 2004 FMC 404 IS   ENCLOSED PARKING GARAGES.THIS BUILDING   WAS SUBMITTED UNDER THE 2001 FLORIDA   BUILDING CODE.PLEASE SHOW COMPLIANCE   WITH 2001 FMC 502.10, 403.4 AND FBC   411.4.       COMMENT 2.OK   COMMENT 3.OK   COMMENT 4.RESPONSE INDICATES   MECHANICAL CLOSETS WILL COMPLY WITH   CHAPTER 4 OF THE ENERGY CODE.PLEASE   NOTE THE SPECIFIC CODE SECTION IS   410.1.ABCD.3.7 OF THE 2001 FBC.PER THE   2001 FBC CO SENSORS MAY BE UTILIZED IN   "PUBLIC" GARAGE.PLEASE CLARIFY IF THE   PUBLIC NOT JUST THE RESIDENCE WILL HAVE   ACCESS TO THE GARAGE.       COMMENT 5. RESPONSE INDICATES THE   ENGINEER OF RECORD IS TO SUBMIT THE   MANUFACTURE SUBMITTAL DATA.THIS IS   ACKNOWLEDGED BUT PERMIT CAN NOT BE   ISSUED WITHOUT REVIEW OF THE EQUIPMENT.       COMMENT 6.OK   COMMENT 7.OK   COMMENT 8.OK   COMMENT 9.OK - RTU-2 IS SHOWN ON PLAN   SHEET M2.7.2 NOT M2.7.1.       COMMENT 10. OK   **************NEW COMMENTS*************       1.PLAN SHEET M2.1.1, SHOW THE GARAGE   FANS DICHARGING ON TO A HANDICAP RAMP   THAT IS LOCATED WITH IN 10 FT OF THE   DISCHARGE ACCORDING TO PLAN SHEET A-201   WHICH DOES NOT COMPLY WITH 2001 FMC   401.5.2 & 401.5.PLEASE NOTE, IT IS   RECOMMENDED THE GARAGE EXHAUST SYSTEMS   ARE DESIGNED TO MINIMIZE NOISE LEVELS   USING LINE FAN SILENCERS OR OTHER   APPROVED METHODS.       2.PLAN SHEET M2.3.2, 2.4.2, 2.5.2,   2.6.2, INDICATES A 6" X 6" FLEX DUCT   PENETRATING A RATED WALL AT THE   FOLLOWING ROOM NUMBERS; 339, 434, 534,   633 & 733.THE EXCEPTION FOR NOT   INSTALLING A FIRE DAMPER ARE SPECIFIED   IN 2001 FMC 607.1.3. #3.       3.PLEASE CLARIFY DUCT FROM CORRIDOR   INTO FOR THE RESIDENCE IS FOR OUTSIDE   AIR.PLEASE PROVIDE OUTSIDE AIR   CALCULATIONS IN ACCORDANCE WITH 2001 FMC   TABLE 403.3.       4.PLAN SHEET A-801 TH-1 1ST FLOOR   DETAIL DESIGNATES THE DOOR TO THE AHU   CLOSET AS D2.THIS IS ALSO WHAT IS   DESIGNATED FOR THE CLOSET AREA THAT   ENCLOSES THE DRYER AND THE AHU.THE   DOOR SCHEDULE ON PLAN SHEET A-903 FOR   THE 2 STORY CONDO UNITS (TH) SHOWS THESE   DOORS AS BI-FOLD WOOD DOORS.RETURN AIR   CAN NOT BE TRANSFERED THROUGH THE   LAUNDRY CLOSET AREA TO THE AHU CLOSET.   2001 FBC 610.1.ABC.3.7 & FMC 603.9.       5.PLEASE NOTE, WOOD DOORS TO SHALL   HAVE A FLAME SPREAD INDEX LESS THAN 25   AND A SMOKE INDEX LESS THAN 50 WHEN   TESTED IN ACCORDANCE WITH ASTM E 84 PER   2001 FMC 602.2.1.       6.PLAN SHEETS M4.1, M4.2, & 4.3, SHOW   ONLY CERTAIN UNITS THE ARCHITECTURAL   PLANS INDICATE 25 UNITS WITH DIFFERENT   SQUARE FOOTAGE.ARE THE MECHANICAL   PLANS TO BE TYPICAL? EXAMPLE ARE ALL THE   C2 UNIT GOING TO HAVE THE SAME AIR   DISTRIBUTION AS A C2A, B, C, D, E, F, G,   & H?       7.PLAN SHEET M4.1 UNIT C2 DOES NOT   INDICATE SUPPLY AIR INTO THE BATHROOM   AREA, ONLY EXHAUST.PLEASE CLARIFY.       8.PLAN SHEET M4.4 IN BOTH THE LOWER   LOBBY AND THE UPPER LOBBY PLEASE CLARIFY   THE MAKE-UP AIR THROUGH THE TRASH ROOM   IN A TWO HOUR ENCLOSURE BUT THEN   TERMINATES IN THE RATED WALLS. IF FIRE   DAMPER'S ARE INSTALLED THIS WOULD   NULLIFY THE MAKE-UP AIR REQUIREMENT FOR   THE GARAGE SHOULD DAMPERS CLOSE.       9.PLAN SHEET M5.1 THE DRYER EXHAUST   SHAFT SHALL COMPLY WITH 2001 FBC   705.2.3.3, ENCLOSURE AT BOTTOM.       IF YOU HAVE ANY QUESTIONS, PLEASE   CONTACT PATTY KRAUSS AT (561)805-6719. Review Stop M MECHANICAL (A/C) Rev No 1 Status F Date 2006-01-10 Cont ID   Sent By hmoser Date 2006-01-10 Time 07:24 Rev Time 0.00 Received By hmoser Date 2006-01-10 Time 07:24 Sent To   Notes 2006-01-10 00:00:00 PLAN DENIED   1) PLEASE REFER TO TABLE 403.3 2001   FBC(M).PRIVIT GARAGE.   2) PLEASE PROVIDE TYPE OF METRIALS USED   FOR CONDENSER WATER PIPING ON PLANS.   3) PLEASE REFER TO SECTION 610.1.ABC.3.7   FLORIDA ENERGY CODE 2001 MECHANICAL   CLOSET.   4) ALL DOORS FOR MECHANICAL CLOSETS   SHALL BE NOMCOMBUSTIBLE SECTION   602.2.1 METERIALS EXPOSED WITHIN   PLENUMS.   5) PLEASE SUBMIT A COPEY OF   MANUFACTURERS INSTRUCTIONS FOR AHU,   RTU,CCC TOWERS,AND CW.PUMPS.   6) PLEASE REFER TO SECTION 306.1 FBC(M)   CLEARANCES FOR MAINTENANCE AND   REPLACEMENT. ON AHU.   7) PLEASE REFER TO SECTION 307.2.3   FBC(M) 2001 AUXILIARY DRAIN PANS.   8) PLEASE PROVIDE FIRE STOP DETAILS   FOR CONDENSER WATER PIPING ON   MECHANICAL PLANS.   9) PLEASE INDECATE ON PLANS WITCH RTU.   IS NUMBER TWO.   10) PLEASE SUBMIT DETAIL ON AHU ON PLANS   PLAN REVIEW BY HAROLD MOSER 561-805-6732 Review Stop P PLUMBING Rev No 2 Status F Date 2006-06-15 Cont ID   Sent By kstevens Date 2006-06-15 Time 17:46 Rev Time 0.00 Received By kstevens Date 2006-06-12 Time 18:39 Sent To   Notes 2006-06-16 00:00:00 DENIED   REFERENCE: FBC-2001 PLUMBING   FBC-2001 FUEL GAS   FBC-2001 BUILDING   FBC-2001 CHAPTER 1   FBC-2001 CHAPTER 11   FHA-98 DESIGN MANUAL   CITY WPB CODE   FLORIDA ADMINISTRATIVE CODE   FLORIDA STATUTES       FROM PREVIOUS REVIEW:       1. ALL ARCHITECTURAL SHEETS: THE   PERSONAL SEAL, SIGNATURE, AND THE DATE   THE ARCHITECT SHALL APPEAR ON ALL   DOCUMENTS TO BE FILED FOR PUBLIC RECORD.   THE SIGNATURE IS A "STAMP OF THE   SIGNATURE" AND AS SUCH IS NOT APPROVED.   THERE IS NOT DATE ON THE SEAL WHEN IT   WAS AFFIXED TO THE PLANS. FAC   61G1-16.003 61G1-16.004(5) & FS 481.2055   ***RESPONSE NOTED, BUT THE DATE THE SEAL   AND SIGNATURE ARE AFFIXED TO THE PLANS   SHALL BE ON THE SEAL.       3. SHT A.003 SUBMIT DETAILS FOR SHOWERS   PER REQUIREMENTS #6 & 7B FHA DESIGN   MANUAL. THE CLEAR FLOOR SPACE FOR THE   SHOWERS SHALL BE PARALLEL WITH THE   FIXTURE AND FLUSH WITH THE CONTROL WALL.   SEE PAGE 7.56 FHA DESIGN MANUAL.   ***RESPONSE NOTED, BUT NO OTHER FIXTURE   MAY OVERLAP THE CLEAR FLOOR SPACE AT THE   SHOWERS. THIS INCLUDES THE W/C'S, LAV   VANITIES, OR SHOWER DOORS.       9. SHTS A-801 THRU A-802C & A-808 ALL   "TH" UNITS: PRIMARY LEVEL TO BE COVERED   PER FHA DESIGN MANUAL. SHOW THE FLOOR   PLAN FOR EACH TYPE OF "TH" UNIT WITH   CLEAR FLOOR SPACE REQUIRED BY PAGES 7.43   & 7.47. ALSO SHOW MAX HEIGHT FOR LAV AT   34" REQUIRED ON PAGE 7.52 FHA DESIGN   MANUAL.   ***RESPONSE NOTED, BUT THE W/C CAN NOT   BE IN THE CLEAR FLOOR SPACE FOR THE   SHOWER. PAGE 7.57       10. SHTS A-803 THRU A-807A INDICATE   SPECIFICATION "A" OR "B" FOR EACH UNIT -   BATHROOM AS REQUIRED ON PAGES 7.34 &   7.44 OF THE FHA DESIGN MANUAL.   ***RESPONSE NOTED, BUT THE SPECIFICATION   FOR EACH UNIT HAS NOT BEEN FOUND.       12. SHT PO.1 PLUMBING SHEET INDEX: SHTS   P1.1, P5.1.4, P5.1.5, & P6.1.4 ARE NOT   SHOWN ON THE INDEX.- SHTS P2.5.1 &   P2.5.2 DO NOT REFLECT THE SHEETS   SUBMITTED. - SHTS P2.6.1, P2.6.2,   P2.7.1, P2.7.2, P2.8.1, P2.8.2, P3.6.1   WERE NOT SUBMITTED. - SHT P5.1.3 DOES   NOT REFLECT THE INDEX, AND P5.1.5 &   P5.1.6 SHOWN AS STORM, BUT SHEETS   INDICATE SANT. SYSTEM. PLEASE CLARIFY.   SECTION 104.2.1.   ***NO COMMENT RESPONSE NOTED, BUT SHTS   P2.5.1 & P2.5.2 DO NOT REFLECT THE   PLUMBING SHEET INDEX FOR SHEET   IDENTIFICATION, AND SHT P3.6.1 IS NOT   NUMBERED CORRECTLY.       15. P2.1.2 FLOOR DRAINS IN THE TRASH   ROOM/AREA AND IN THE CORRIDOR SHALL BE   VENTED. SECTION 901.2.1.   ***NO COMMENT RESPONSE NOTED, FLOOR   DRAINS ARE NOT VENTED.       22. SHT FOR 7TH FLOOR WEST SECTION   DRAINAGE PLAN (P2.6.2). CONDENSATE FOR   RESIDENT STORAGE & CONDO UNIT C-1(730)   SHOWS PLAN NOTE #2. PLEASE CLARIFY.   SECTION 104.2.1.   ***NO COMMENT RESPONSE NOTED, CONDENSATE   NOTE FOR RESIDENT STORAGE UNCHANGED.       23. SHT P2.7.1 SHOW THE LOCATION FOR ALL   VENTS THRU ROOF AND INDICATE RISER   NUMBER FOR EACH.   ***NO COMMENT RESPONSE NOTED. NO VENTS   THRU ROOF LOCATED.           29. SHT INDICATING WATER SUPPLY PLAN 5TH   FLOOR "NORTH" SECTION, PREVIOUS SHEETS   WERE DESIGNATED AS "EAST" OR "WEST".   THIS IS ALSO THE SECOND SHEET NUMBERED   P3.5.1. - INDICATE WHAT DESIGNATION WSC2   IS FOR. - NOTE STATES "SEE UNIT LAYOUTS   ON SHEET P4.1". SHT P4.1 NOT SUBMITTED.   SECTION 104.2.1.   ***NO COMMENT RESPONSE NOTED, BUT NOW   THERE ARE TWO SHEETS WITH THE NUMBER   P3.5.2. THE FIRST SHOULD BE P3.5.1.   PLEASE CLARIFY.       30. FIRST SHT P3.6.2 INDICATES WATER   SUPPLY PLAN 6TH FLOOR "SOUTH" SECTION.   EAST AND WEST WERE INDICATED PRIOR TO   THIS. 2ND SHT WITH THE SAME NUMBER   INDICATES "WEST" SECTION. PLEASE   CLARIFY.SECTION 104.2.1.   ***NO COMMENT RESPONSE, PLANS STILL HAVE   TWO SHEETS NUMBERED P3.6.2.       35. SHT P5.1.1 STATES "SANT DRAINAGE   ISOMETRIC "WEST" SECTION". THIS DOES NOT   REFLECT THE PLUMBING SHEET INDEX. -   VENTS ARE REQUIRED ON THE FLOOR DRAINS   IN THE TRASH ROOM/AREA & CORRIDOR.   SECTION 901.2.1. - CLEANOUTS REQUIRED IN   BUILDING MAX. 100'. SECTION 708.3.2. -   RISER DIAGRAM DOES NOT REFLECT THE FLOOR   PLAN UPSTREAM OF SANT. RISER #22. -   RISER DIAGRAMS AS INDICATED TO "TH"   UNITS DO NOT REFLECT THE FLOOR PLAN.   PLEASE CLARIFY. SECTION 104.2.1.   ***NO COMMENT RESPONSE NOTED, BUT VENTS   FOR THE FLOOR DRAINS ARE NOT SHOWN.       37. SHTS P5.1.3 THRU P5.1.5, EVERY VENT   STACK SHALL CONNECT TO THE BASE OF THE   DRAINAGE STACK. ALL RISERS WITH VENT   STACKS SHALL COMPLY. SECTION 903.4.   ***NO COMMENT RESPONSE NOTED, BUT RISERS   1, 2, 14, 18, 21, 23, 25 & 26 VENTSS   STILL DO NOT CONNECT TO THE STACK.       38. SHT P5.1.3 SANT RISER #2 DOES NOT   REFLECT THE FLOOR PLAN. AN EXTRA LAV IS   SHOWN. SECTION 104.2.1.   ***NO COMMENT RESPONSE, NOT ADDRESSED.       41. SHT P5.1.3 SANT. RISER #8 DOES NOT   REFLECT THE FLOOR PLAN FOR 2 BATHROOM   GROUPS ALL FLOORS, AND THE FIRST   BATHROOM GROUP 3RD FLOOR. SECTION   104.2.1.   ***NO COMMENT RESPONSE, RISER STILL DOES   NOT REFLECT THE FLOOR PLAN FOR THE   BRANCH & STACK CONNECTIONS TO THE   BUILDING DRAIN. - SHOW LAV ARM FOR THE   THIRD FLOOR LAST BATHROOM ON RISER.       42. SHT P5.1.4 SANT. RISER #9 DOES NOT   REFLECT THE FLOOR PLAN WHERE THE RISERS   AND BRANCH LINES CONNECT TO THE BUILDING   DRAIN. SECTION 104.2.1.   ***NO COMMENT RESPONSE, RISER D0ES NOT   REFLECT THE FLOOR PLAN AT THE POWDER   ROOM. THE W/C IS NOT VENTED. W/M TO   DISCHARGE DOWNSTREAM OF THE BATHROOM   FIXTURES. SECTIONS 901.2.1, & 909.1.       44. SHT P5.1.4 SANT. RISER #12 DOES NOT   REFLECT THE FLOOR PLAN AT LAV ARMS BY   JAC2, NOR WHERE THE RISERS & BRANCH   LINES CONNECT TTO THE BUILDING DRAIN.   SECTION 104.2.1.   ***NO COMMENT RESPONSE, BUT THE BRANCH   LINES AND RISER CONNECTIONS TO THE   BUILDING DRAIN DO NOT REFLECT THE FLOOR   PLAN.       50. SHT P5.1.5 SANT. RISER #21 DOES NOT   REFLECT THE FLOOR PLAN WHERE THE RISERS   AND BRANCH LINES CONNECT TO THE BUILDING   DRAIN. SECTION 104.2.1.   ***NO COMMENT RESPONSE, BUT THE RISER   FOR THE W/M STILL DOES NOT REFLECT THE   FLOOR PLAN.       61. SUBMIT WATER ISOMETRICS FOR THE   FOLLOWING UNITS: C-1A, C-1B, C-2A, C-2B,   C-2C, C-2D, C-2E, C-2F, C-2G, C-2H,   C-5A, TH-1A, TH-1B, TH-1C, TH-1D, TH-2,   TH-2A, TH-2B, TH-2C.   ***NO COMMENT RESPONSE, ALSO SUBMIT   WATER RISERS FOR UNITS C1, C2, C3, C3A,   C4, C5, TH1, AND TH1E.       62.SHT P6.1.4 GAS PIPING ISOMETRIC:   SUBMIT APPROVED TABLES FOR SIZING PIPE   PER FBC-2001 FUEL GAS CODE.   ***GAS TABLE INDICATED, BUT NOT   SUBMITTED.       63. SHT P6.1.4 PROVIDE MANUF.   SPECIFICATION SHEETS FOR ALL PRV'S. -   SHOW ALL VENT PIPING FOR PRV'S AND   INDICATE THE MATERIAL REQUIRED FOR   VENTS. SECTIONS 410.2 & 410.3. - A   LISTED SHUTOFF VALVE SHAL BE INSTALLED   IMMEDIATELY AHEAD OF EACH MP REGULATOR.   SECTION 410.2(5) - POOL HEATER LINE   DOWNSTREAM OF SHUTOFF VALVE INDICATES   "MAXIMUM LENTH = 20'". MAXIMUM DISTANCE   FROM APPLIANCES TO SHUTOFF VALVE IT 6'.   SECTION 409.7. - PIPE DOWNSTREAM OF   METER TO 1ST BRANCH LINE STARTS OFF   1-1/4", THEN REDUCES TO 1", THEN   INCREASES TO 1-1/4". PLEASE CLARIFY.   ***NO COMMENT RESPONSE, NOT ADDRESSED.       PROVIDE THE FOLLOWING FOR APPROVAL:       A. SUBMIT AN ISOMETRIC DRAWING THAT   CLEARLY SHOWS ALL CUT SECTIONS OF PIPE   AND CORRESPONDING LENGHTS PER FBC-2001   FUEL GAS.   ***NO COMMENT RESPONSE, NOT ADDRESSED       B. SUBMIT CALCULATIONS FOR COMBUSTION   AIR (IF APPLICABLE) PER FBC-2001 FUEL   GAS CODE SECTION 304.   ***NO COMMENT RESPONSE.       D. SUBMIT MANUFACTURE SHEETS FOR ALL GAS   EQUIPMENT TO VERIFY COMPLIANCE WITH   STANDARDS NFPA 54, NFPA 58, AND THE   FBC-2001 FUEL GAS CODE SEC 402.2.   ***NO COMMENT RESPONSE, MANUF. SHEETS   NOT FOUND.       64. INFORMATIONAL: PLANS DO NOT APPEAR   TO BE COMPLETE AT THIS TIME. MORE   COMMENTS MAY BE FORTHCOMING UPON NEXT   SUBMITTAL OF PLAN AND DEPENDING UPON   COMMENT RESPONSES.   ***IT APPEARS THAT MAJOR PLAN   DEVELOPMENT WAS DONE BETWEEN SUBMITTALS   FOR REVIEW. THAT PLUS THE LACK OF   COMMENT RESPONSES ATTRIBUTE TO THE   ADDITIONAL TIME TO REVIEW PLANS.       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.   ***NO COMMENT RESPONSES FROM THE   ENGINEER.       **************NEW COMMENTS**************       1B. SUBMIT A CONDENSATE ISOMETRIC FOR   THE BUILDING DRAIN SHOWING ALL PIPE   SIZES, RISERS, AND POINT OF TERMINATION.   ALSO SUBMIT CONDENSATE RISER DIAGRAMS   SHOWING ALL PIPE SIZES AND VENTS.   SECTION 104.3.1.1.       2B. SUBMIT WATER RISER DIAGRAM   ISOMETRICS FOR EACH UNIT TYPE. SHOW ALL   PIPE SIZES, VALVES, AND WATER HAMMER   ARRESTORS REQUIRED BY SECTION 604.9.   WATER HAMMER ARRESTORS SHALL BE LOCATED   NEAR THE FIXTURE IN AN "EFFECTVE RANGE"   NOT IN THE CEILING. SECTION 104.3.1.1.       3B. SHT P0.1 SHEET INDEX, SHEET NUMBERS   ARE OUT OF SEQUENCE AND INDICATES "NORTH   & SOUTH" WHERE AS "EAST" & "WEST" ARE   USED ON MOST SHEETS. PLEASE CLARIFY.   SECTION 104.2.1.       4B. SHTS P2.1.1, P2.1.2, P5.1.1 & P5.1.2   INDICATE DFU'S FOR RETAIL SPACES. TABLE   709.1(2).       5B. SHTS P2.1.2 & P5.1.1 FLOOR DRAINS   NOT VENTED. RELEIF VENT REQUIRED FOR THE   AAV FOR THE TOILET ROOM NEAR THE BASE OF   STACK S/13. SECTION 917.3.2.       6B. SHT P2.1.3 ORD SDR 1/2 INDICATES 4"   PIPE. SDR # 1/2 RISER DIAGRAM AND TABLE   1106.3 INDICATE 6" PIPE REQUIRED. PLEASE   CORRELATE RISER AND FLOOR PLAN LAYOUT.   SECTION 104.2.1.       7B. SHT P2.2.1 ORD SDR # 1/2 INDICATES   3600SF. SRD # 1/2 ARE 900SF EACH. PLEASE   CORRELATE SDR & ORD. SECTION 104.2.1.       8B. SHT P2.3.2 INDICATES 3RD FLOOR   "SOUTH". PREVIOUS SHEETS INDICATE "EAST"   OR "WEST". PLEASE CLARIFY. SECTION   104.2.1.       9B. SHT P2.4.2 INDICATES 4TH - 6TH   FLOORS "SOUTH" PLEASE CLARIFY.       10B. SHTS P2.7.1, P2.7.2 & PT.2.1 ODR'S   SHALL DRAIN THE SAME AREA AS THE SDR   DRAINS. PLEASE INDICATE THE AREA TO BE   DRAINED, AND NOT THE MAXIMUM AREA   ALLOWED. TABLE 1106.3.       11B. TWO P3.4.2 SHEETS SUBMITTED.   MISSING SHT P3.4.1. PLEASE CORRELATE   SHEET NUMBERS WITH SHEET INDEX. SECTION   104.2.1.       12B. TWO P3.5.2 SHEETS SUBMITTED.   MISSING SHT P3.5.1. PLEASE CORRELATE   SHEET NUMBERS WITH SHEET INDEX. SECTION   104.2.1.       13B. SHTS P4.16 & P4.17 SHOWS 2 "TH2B"   UNITS, AND NO "TH2A" UNITS. PLEASE   CLARIFY.       14B. SHT P5.1.4 RISER 27 A RELIEF VENT   IS REQUIRED FOR THE AAV. SECTION   917.3.2.       15B. SHT P5.1.4 RISER #13 30DFU'S, RISER   15 33DFU'S, RISER 16/20 110DFU'S.   RECHECK ALL RISER DFU'S PER TABLES 709.1   & 709.2.       16B. SHT P5.2.1 SDR'S 2, 8, 10, & 15.   THE FLOOR DRAINS AT THE 2ND FLOOR ARE   MISSING FROM THE RISERS. SECTION   104.2.1.       17B. SHT P5.2.1 SHOWS 2 SDR & ODR #9'S   AND TWO 3 10"S. PLEASE CLARIFY. SECTION   104.2.1.       18B. SHT P5.2.1 SDR #2 INDICATES 1800SF   BUT ROOF PLAN SHOWS 900SF. PLEASE   CORRELATE RISER & ROOF PLAN. SECTION   104.2.1.       19B. SHT P5.2.2 15" 56,755SF THRU 15"   69,655SF TO BE RUN A MINIMUM 1/4"/FT   SLOPE. PLEASE INDICATE ON PLANS AT THE   FLOOR PLAN AND THE BLDG DRAIN ISOMETRIC.   TABLE 1106.3.       20B. SHT P5.2.2 ODR/DDR'S #1 & #18 10"   PIPE REQUIRED. TABLE 1106.3       21B. SHT P5.2.2 DDR'S #4 & #8 2ND FLOOR   FLOOR DRAINS NOT SHOWN ON RISER DIAGRAM.   SECTION 104.2.1.       22B. SEE ATTACHED SHEET CONCERNING THE   DESIGN PROFESSIONAL AND FS 55.80(2)(B).   THIS IS ONLY A NOTICE GIVEN AT THIS   TIME.       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. -   PLEASE SUBMIT ONE SET OF OLD PLANS FOR   COMPAIRSON.       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 2006-01-13 Cont ID   Sent By kstevens Date 2006-01-13 Time 20:40 Rev Time 0.00 Received By kstevens Date 2006-01-11 Time 18:29 Sent To   Notes 2006-01-11 00:00:00 DENIED   REFERENCE: FBC-2001 PLUMBING   FBC-2001 FUEL GAS   FBC-2001 BUILDING   FBC-2001 CHAPTER 1   FBC-2001 CHAPTER 11   FHA-98 DESIGN MANUAL   CITY WPB CODE   FLORIDA ADMINISTRATIVE CODE   FLORIDA STATUTES       1. ALL ARCHITECTURAL SHEETS: THE   PERSONAL SEAL, SIGNATURE, AND THE DATE   THE ARCHITECT SHALL APPEAR ON ALL   DOCUMENTS TO BE FILED FOR PUBLIC RECORD.   THE SIGNATURE IS A "STAMP OF THE   SIGNATURE" AND AS SUCH IS NOT APPROVED.   THERE IS NOT DATE ON THE SEAL WHEN IT   WAS AFFIXED TO THE PLANS. FAC   61G1-16.003 61G1-16.004(5) & FS 481.2055   2. SHT A.003 DETAILS 1(A)(B)(C)(D),   2(A)(B), & 4(A)(B(C)(D), WATER CLOSETS   ADJACENT TO WALLS SHALL BE 1'6", NOT   1'6" MINIMUM. THIS IS AN ABSOLUTE   MEASUREMENT. SEE PAGES 6.3 & 6.5 FHA   DESIGN MANUAL.   3. SHT A.003 SUBMIT DETAILS FOR SHOWERS   PER REQUIREMENTS #6 & 7B FHA DESIGN   MANUAL. THE CLEAR FLOOR SPACE FOR THE   SHOWERS SHALL BE PARALLEL WITH THE   FIXTURE AND FLUSH WITH THE CONTROL WALL.   SEE PAGE 7.56 FHA DESIGN MANUAL.   4. SHT A.003 UNIT DETAILS INDICATE   "APPLICABLE TO UNITS A, B, C, D ETC. BUT   FLOOR PLANS INDICATE UNITS C1, C2, C3,   C4 ETC. PLEASE CORRELATE FLOOR PLANS   WITH TYPICAL DETAILS. SECTION 104.2.1.   5. SHT A.003 INDICATE WHICH POWDER ROOM   DETAILS APPLY TO WHICH "TH" UNITS.   SECTION 104.2.1.   6. SHT A.003 DETAIL 1(C) PER HUD, THE   BIDET HAS NO REQUIREMENTS, BUT THE BIDET   SHALL NOT ENCROACH INTO THE CLEAR FLOOR   SPACE OF THE WATER CLOSET.   7. SHT A-106 BUSINESS OFFICE (553)   ACCESS TO TOILET FACILITIES SHALL BE   LOCATED NOT MORE THAN ONE STORY ABOVE OR   BELOW THE EMPLOYEES REGULAR WORK AREA.   SECTION 403.4.   8. SHT A-108 SUBMIT CALCULATION FOR   PRIMARY AND SECONDARY ROOF DRAINS. SHOW   THE SF FOR EACH AREA DRAINED, ALONG WITH   1/2 AREA OF ALL VERTICAL WALLS AND ANY   AREA OF ROOF THAT DRAINS ONTO THE ROOF   FROM ABOVE. SECTIONS 1106 & 1107 AND ALL   SUBSECTIONS.   9. SHTS A-801 THRU A-802C & A-808 ALL   "TH" UNITS: PRIMARY LEVEL TO BE COVERED   PER FHA DESIGN MANUAL. SHOW THE FLOOR   PLAN FOR EACH TYPE OF "TH" UNIT WITH   CLEAR FLOOR SPACE REQUIRED BY PAGES 7.43   & 7.47. ALSO SHOW MAX HIEGHT FOR LAV AT   34" REQUIRED ON PAGE 7.52 FHA DESIGN   MANUAL.   10. SHTS A-803 THRU A-807A INDICATE   SPECIFICATION "A" OR "B" FOR EACH UNIT -   BATHROOM AS REQUIRED ON PAGES 7.34 &   7.44 OF THE FHA DESIGN MANUAL.   11. SUBMIT A FINISH SCHEDULE FOR PUBLIC   - COMMON USE TOILET FACILITIES ON THE   THIRD FLOOR. SECTIONS 1204.2 & 104.2.1.   12. SHT PO.1 PLUMBING SHEET INDEX: SHTS   P1.1, P5.1.4, P5.1.5, & P6.1.4 ARE NOT   SHOWN ON THE INDEX.- SHTS P2.5.1 &   P2.5.2 DO NOT REFLECT THE SHEETS   SUBMITTED. - SHTS P2.6.1, P2.6.2,   P2.7.1, P2.7.2, P2.8.1, P2.8.2, P3.6.1   WERE NOT SUBMITTED. - SHT P5.1.3 DOES   NOT REFLECT THE INDEX, AND P5.1.5 &   P5.1.6 SHOWN AS STORM, BUT SHEETS   INDICATE SANT. SYSTEM. PLEASE CLARIFY.   SECTION 104.2.1.   13. ALL PLUMBING SHEETS: INDICATE RISER   NUMBER FOR EACH SYSTEM THROUGH ALL   FLOORS IN ORDER TO TRACE RISERS THROUGH   BUILDING. - MATCH LINES ARE EITHER NOT   SHOWN AT ALL OR THE INFORMATION OVERLAPS   FROM ONE SHEET TO THE OTHER. PLEASE SHOW   INFORMATION FOR THE EAST SECTION ON THE   EAST SECTIONS AND THE INFORMATION FOR   THE WEST SECTION ON THE WEST SECTIONS.   SECTION 104.2.1.   14. SHT P2.1.1 SD UP RISER NEXT TO 4"   SAN DOWN (70DFU) SHOWS NO PIPING TO   BUILDING DRAIN. SECTION 104.2.1.   15. P2.1.2 FLOOR DRAINS IN THE TRASH   ROOM/AREA AND IN THE CORRIDOR SHALL BE   VENTED. SECTION 901.2.1. - CLEANOUTS IN   THE BUILDING DRAIN ARE REQUIRED A   MAXIMUM OF EVERY 100'. SECTION 708.3.2.   - 3/4" CONDENSATE UP NOT SHOWN ON THE   FLOOR ABOVE. - SANT. UP NOT SHOWN ON THE   FLOOR ABOVE. (S.W. CORNER). SECTION   104.2.1.   16. SHT P2.2.2 INDICATES 2ND FLOOR -   "SOUTH" SECTION. PLUMBING SHEET INDEX   AND PREVIOUS FLOOR LEVELS INDICATE "WEST   SECTION" PLEASE CORRELATE FLOOR PLANS   AND INDEX. - TWO SETS OF STORM RISERS   SHOWN ON THE FLOOR PLAN WERE NOT SHOWN   ON PREVIOUS LEVEL FLOOR PLAN. - ONE SET   OF STORM RISERS SHOWN ON THE FLOOR PLAN   WERE NOT SHOWN ON THE FOLLOWING LEVEL   FLOOR PLAN - ONE SANT. RISER SHOWN ON   PREVIOUS & FOLLOWING FLOOR PLANS ARE NOT   SHOWN ON FLOOR PLAN. - 1 FD4 SHOWN   CONNECTING TO TWO SD RISERS. PLEASE   CLARIFY. SECTION 104.2.1.   17. SHT P2.3.1 SHOW THE LOCATION OF ALL   SECONDARY DRAINS REQUIRED BY SECTION   1107. SUBMIT CALCULATION FOR PRIMARY AND   SECONDARY DRAINS PER 1106 & 1107. SEE   COMMENT NUMBER 8.   18. SHT P2.3.2 UNIT C-1B(313) PIPING   DOES NOT REFLECT THE FLOOR PLAN   FIXTURES. - UNIT C-2B(331) MASTER BATH   WATER CLOSET, LAV, & SHOWER PIPING DOES   NOT CONNECT TO A BRANCH LINE. - SANT.   RISER #24 NOT SHOWN ON THE FLOOR BELOW.   PLEASE CLARIFY. SECTION 104.2.1.   19. SHT P2.4.1 INDICATES 4TH-6TH FLOORS   EAST SECTION. PLUMBING SHEET INDEX AND   SHEET I.D. BY TITLE BLOCK INDICATE 4TH   FLOOR ONLY. PLEASE CORRELATE SHEETS AND   INDEX. SECTION 104.2.1.   20. SHT P2.5.1 INDICATE CONDENSATE PLAN   NOTE NUMBER FOR AHU IN UNIT C-5A(520) -   CONDO UNIT C-2(515) INDICATES PLAN NOTE   #3. PLEASE CLARIFY. SECTION 104.2.1.   21. SHT P2.5.2 CONDENSATE RISERS IN   UNITS C-2G(529) & C-1A(523) INDICATES   PLAN NOTE #5. PLEASE CLARIFY. SECTION   104.2.1.   22. SHT FOR 7TH FLOOR EAST SECTION   DRAINAGE PLAN IS MIS-NUMBERED. - SHT FOR   7TH FLOOR WEST SECTION DRAINAGE PLAN IS   MIS-NUMBERED. ALSO CONDENSATE FOR   RESIDENT STORAGE & CONDO UNIT C-1(730)   SHOWS PLAN NOTE #2. PLEASE CLARIFY AND   CORRELATE WITH SHT P0.1 PLUMBING SHEET   INDEX. SECTION 104.2.1.   23. SHT P2.7.1 SHOW THE LOCATION FOR ALL   VENTS THRU ROOF AND INDICATE RISER   NUMBER FOR EACH. -SUBMIT CALCULATION   FOR PRIMARY AND SECONDARY ROOF DRAINS.   SEE COMMENT #8. SECTIONS 1106 & 1107 AND   ALL SUBSECTONS.   24. SHT P2.7.2 SUBMIT CALCULATIONS FOR   PRIMARY AND SECONDARY ROOF DRAINS. SEE   COMMENT #8. SECTIONS 1106 & 1107. -   DRAINS FOR CCC UNITS SHALL BE LOCATED   UNDER THE UNITS TO PREVENT TRIPPING   HAZARDS AND TO KEEP STORM WATER FROM   DRAINING INTO THE SANT. SYSTEM. ONE   DRAIN FOR EACH UNIT REQUIRED. CITY CODE   90-125(5).   25. SHT P3.1.2 COLD WATER UP TO CHUTE   WASHDOWN REQUIRES BACKFLOW PROTECTION.   INDICATE METHOD OF PROTECTION. SECTION   608.   26. SHT P3.2.1 GAS LINE APPEARS TO EXIT   & ENTER THE BLDG. PRIOR TO RISER UP TO   POOL ROOM . PLEASE CLARIFY SEC 104.2.1.   27. SHT P3.3.1 SEPARATE BACKFLOW   PROTECTION REQUIRED FOR POOL FILL LINE.   AN RPZV BACKFLOW IS REQUIRED. SECTION   608.13.2.   28. SHEET INDICATING WATER SUPPLY PLAN   5TH FLOOR-WEST SECTION MIS-NUMBERED.   PLEASE CLARIFY/CORRELATE WITH PLUMBING   SHEET INDEX. SECTION 104.2.1.   29. SHT INDICATING WATER SUPPLY PLAN 5TH   FLOOR "NORTH" SECTION, PREVIOUS SHEETS   WERE DESIGNATED AS "EAST" OR "WEST".   THIS IS ALSO THE SECOND SHEET NUMBERED   P3.5.1. - INDICATE WHAT DESIGNATION WSC2   IS FOR. - NOTE STATES "SEE UNIT LAYOUTS   ON SHEET P4.1". SHT P4.1 NOT SUBMITTED.   SECTION 104.2.1.   30. FIRST SHT P3.6.2 INDICATES WATER   SUPPLY PLAN 6TH FLOOR "SOUTH" SECTION.   EAST AND WEST WERE INDICATED PRIOR TO   THIS. 2ND SHT WITH THE SAME NUMBER   INDICATES "WEST" SECTION. PLEASE   CLARIFY.SECTION 104.2.1.   31. SHTS P3.6.1 & 2ND SHT P3.6.2   INDICATE WHAT DESIGNATION WSC2 MEANS.   SHT P4.1 REFERENCED HAS NOT BEEN   SUBMITTED. PLEASE CLARIFY. SEC 104.2.1.   32. SHTS P3.7.1 & P3.7.2 SHT P4.1   REFERENCED HAS NOT BEEN SUBMITTED.   PLEASE CLARIFY. SECTION 104.2.1.   33. SHT P4.1.1INDICATES TWO "TYPICAL   UNIT "C2" FOR THE WATER SUPPLY. ONLY ONE   C2 FLOOR PLAN FOUND. PLEASE CLARIFY.   SECTION 104.2.1.   34. PLEASE SUBMIT WATER SUPPLY PLANS AND   FLOOR PLANS FOR THE FOLLOWING UNITS:   C-1A, C-2A, C-2B, C-2C, C-2D, C-2E,   C-2F, C-2G, C-2H, C-5A, TH-1A, TH-1B,   TH-1C, TH-1D, TH-2A, TH-2B, TH-2C.   35. SHT P5.1.1 STATES "SANT DRAINAGE   ISOMETRIC "WEST" SECTION". THIS DOES NOT   REFLECT THE PLUMBING SHEET INDEX. -   VENTS ARE REQUIRED ON THE FLOOR DRAINS   IN THE TRASH ROOM/AREA & CORRIDOR.   SECTION 901.2.1. - CLEANOUTS REQUIRED IN   BUILDING MAX. 100'. SECTION 708.3.2. -   RISER DIAGRAM DOES NOT REFLECT THE FLOOR   PLAN UPSTREAM OF SANT. RISER #22. -   RISER DIAGRAMS AS INDICATED TO "TH"   UNITS DO NOT REFLECT THE FLOOR PLAN.   PLEASE CLARIFY. SECTION 104.2.1.   36. SHT P5.1.2 STATES "SANITARY DRAINAGE   ISOMETRICS - "EAST" SECTION. THIS DOES   NOT REFLECT THE PLUMBING SHEET INDEX. -   RISER DIAGRAMS AS INDICATED TO THE "TH"   UNITS DO NOT REFLECT THE FLOOR PLAN.   CLEANOUTS FOR BUILDING DRAIN SHALL BE   INSTALLED A MAXIMUM OF 100'. SECTION   708.3.2. - CLEANOUT AT END OF RUN BY   SANT. RISER #8 NOT SHOWN. - BLDG DRAIN   DOES NOT REFLECT THE FLOOR PLAN WHERE   THE DRAIN SPLITS TOWARD RISERS #1 &   RISERS 4 THRU 8. SECTION 104.2.1.   37. SHTS P5.1.3 THRU P5.1.5, EVERY VENT   STACK SHALL CONNECT TO THE BASE OF THE   DRAINAGE STACK. ALL RISERS WITH VENT   STACKS SHALL COMPLY. SECTION 903.4.   38. SHT P5.1.3 SANT RISER #2 DOES NOT   REFLECT THE FLOOR PLAN. AN EXTRA LAV IS   SHOWN. SECTION 104.2.1.   39. SHT P5.1.3 SANT RISER #4 DOES NOT   REFLECT THE FLOOR PLAN. SHOWS A SHOWER,   BUT A TUB IS ON FLOOR PLAN.- A VENT IS   REQUIRED ON LAV IN THE MASTER BATH.   SECTIONS 104.2.1 & 901.2.1.   40. SHT P5.1.3 SANT RISER #6 DOES NOT   REFLECT THE FLOOR PLAN WHERE THE RISERS   & BRANCH LINES CONNECT TO THE BUILDING   DRAIN. SECTION 104.2.1.   41. SHT P5.1.3 SANT. RISER #8 DOES NOT   REFLECT THE FLOOR PLAN FOR 2 BATHROOM   GROUPS ALL FLOORS, AND THE FIRST   BATHROOM GROUP 3RD FLOOR. SECTION   104.2.1.   42. SHT P5.1.4 SANT. RISER #9 DOES NOT   REFLECT THE FLOOR PLAN WHERE THE RISERS   AND BRANCH LINES CONNECT TO THE BUILDING   DRAIN. SECTION 104.2.1.   43. SHT P5.1.4 SANT. RISER #10 DOES NOT   REFLECT THE FLOOR PLAN AT LAV ARMS BY   JAC2. SECTION 104.2.1.   44. SHT P5.1.4 SANT. RISER #12 DOES NOT   REFLECT THE FLOOR PLAN AT LAV ARMS BY   JAC2, NOR WHERE THE RISERS & BRANCH   LINES CONNECT TTO THE BUILDING DRAIN.   SECTION 104.2.1.   45. SHT P5.1.4 SANT. RISER #13 DOES NOT   REFLECT THE FLOOR PLAN. 1ST & 2ND FLOORS   ARE NOT SHOWN ON RISER. SECTION 104.2.1.   46. SHT P5.1.4 SANT. RISER #14 DOES NOT   REFLECT THE FLOOR PLAN AT LAV ARM NEXT   TO JAC2. SECTION 104.2.1.   47. SHT P5.1.4 SANT. RISERS #'S 16 & 20   DRAIN REQUIRED FOR EACH CCC UNIT ON THE   ROOF LOCATED UNDERNEATH THE UNITS TO   PREVENT A TRIPPING HAZARD AND TO PREVENT   STORM WATER FROM ENTERING THE SANT.   SYSTEM.   48. SHT P5.1.4 SANT RISER #17 BATHROOM   GROUPS DO NOT REFLECT THE FLOOR PLAN 3RD   THRU 7TH FLOORS. SECTION 104.2.1.   49. SHT P5.1.5 SANT. RISER #18 DOES NOT   REFLECT THE FLOOR PLAN. SECTION 104.2.1.   50. SHT P5.1.5 SANT. RISER #21 DOES NOT   REFLECT THE FLOOR PLAN WHERE THE RISERS   AND BRANCH LINES CONNECT TO THE BUILDING   DRAIN. SECTION 104.2.1.   51. SHT P5.15 SANT. RISER #22 DOES NOT   REFLECT THE FLOOR PLAN ON THE 1ST FLOOR   AT TH W/C AND LAV. SECTION 104.2.1.   52. SHT P5.1.5 SANT. RISER #23 DOES NOT   REFLECT THE FLOOR PLAN. SECTION 104.2.1.   53. SHTS P5.2.1, P5.2.2 & P5.2.3SHOWS   CONDENSATE LINES CONNECTING TO NEAREST   SANT. VENT. THIS IS NOT APPROVED.   SECTION 901.2. - SECONDARY DRAINS ARE   NOT SHOWN FOR THE POOL DECK LEVEL AS   REQUIRED BY SECTION 1107. DISCHARGE   SHALL BE ABOVE GRADE IN A LOCATION WHICH   WOULD NORMALLY BE OBSERVED BY THE   BUILDING OCCUPANTS OR MAINTENANCE   PERSONAL, AND SEPARATE SYSTEMS ARE   REQUIRED FOR PRIMARY AND SECONDARY   DRAINS. SECTION 1107.2- SIZING OF   STORM SYSTEM TO BE CHECKED AFTER   CALCULATIONS FOR PRIMARY AND SECONDARY   ROOF DRAINS ARE SUBMITTED. SECTION 1106   & 1107.   54. SHT P6.1.1 SEPARATE RPZV BACKFLOW IS   REQUIRED FOR THE IRRIGATION SYSTEM.   SECTION 608.13.2.   55. SHT P6.1.3 TYPICAL UNIT "C1" WATER   HAMMER ARRESTOR REQUIRED ON ICE MAKER   LINE, AND ON BOTH HOT & COLD LINES FOR   THE W/M. SECTION 604.9   56. SHT P6.1.3 TYPICAL UNIT "C2" WATER   HAMMER ARRESTOR REQUIRED ON COLD WATER   AT KITCHEN SINK FOR ICE MAKER. SECTION   604.9.   57. SHT P6.1.3 TYPICAL UNIT "C3" WATER   HAMMER ARRESTOR REQUIRED ON COLD WATER   AT KITCHEN SINK FOR ICE MAKER. - RISER   DOES NOT REFLECT THE FLOOR PLAN.   SECTIONS 104.2.1 & 604.9.   58. SHT P6.1.3 TYPICAL UNIT "C5" DOES   NOT REFLECT THE FLOOR PLAN. SECTION   104.2.1.   59. SHT P6.1.3 TYPICAL UNIT "TH-1" WATER   HAMMER REQUIRED ON ICE MAKER LINE.   SECTION 604.9.   60. SHT P6.1.3 SHOWS 2 OTHER "TYPICAL   UNITS C1". THESE DO NOT REFLECT ANY   FLOOR PLAN. PLEASE CLARIFY. SECTION   104.2.1.   61. SUBMIT WATER ISOMETRICS FOR THE   FOLLOWING UNITS: C-1A, C-1B, C-2A, C-2B,   C-2C, C-2D, C-2E, C-2F, C-2G, C-2H,   C-5A, TH-1A, TH-1B, TH-1C, TH-1D, TH-2,   TH-2A, TH-2B, TH-2C.   62.SHT P6.1.4 GAS PIPING ISOMETRIC:   SUBMIT APPROVED TABLES FOR SIZING PIPE   PER FBC-2001 FUEL GAS CODE.   63. SHT P6.1.4 PROVIDE MANUF.   SPECIFICATION SHEETS FOR ALL PRV'S. -   SHOW ALL VENT PIPING FOR PRV'S AND   INDICATE THE MATERIAL REQUIRED FOR   VENTS. SECTIONS 410.2 & 410.3. - A   LISTED SHUTOFF VALVE SHAL BE INSTALLED   IMMEDIATELY AHEAD OF EACH MP REGULATOR.   SECTION 410.2(5) - POOL HEATER LINE   DOWNSTREAM OF SHUTOFF VALVE INDICATES   "MAXIMUM LENTH = 20'". MAXIMUM DISTANCE   FROM APPLIANCES TO SHUTOFF VALVE IT 6'.   SECTION 409.7. - PIPE DOWNSTREAM OF   METER TO 1ST BRANCH LINE STARTS OFF   1-1/4", THEN REDUCES TO 1", THEN   INCREASES TO 1-1/4". PLEASE CLARIFY.   PROVIDE THE FOLLOWING FOR APPROVAL:   A. SUBMIT AN ISOMETRIC DRAWING THAT   CLEARLY SHOWS ALL CUT SECTIONS OF PIPE   AND CORRESPONDING LENGHTS PER FBC-2001   FUEL GAS.   B. SUBMIT CALCULATIONS FOR COMBUSTION   AIR (IF APPLICABLE) PER FBC-2001 FUEL   GAS CODE SECTION 304.   C. SUBMIT A DETAIL SHOWING THE TYPE,   LOCATION, SIZE AND TERMINATION OF THE   GAS VENTS PER FBC-2001 FUEL GAS CODE   SECS. 502 THRU 506.   D. SUBMIT MANUFACTURE SHEETS FOR ALL GAS   EQUIPMENT TO VERIFY COMPLIANCE WITH   STANDARDS NFPA 54, NFPA 58, AND THE   FBC-2001 FUEL GAS CODE SEC 402.2   64. INFORMATIONAL: PLANS DO NOT APPEAR   TO BE COMPLETE AT THIS TIME. MORE   COMMENTS MAY BE FORTHCOMING UPON NEXT   SUBMITTAL OF PLAN AND DEPENDING UPON   COMMENT RESPONSES.   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) 653-2692   E-MAIL [email protected] Review Stop Z ZONING Rev No 2 Status F Date 2006-05-23 Cont ID   Sent By eschneid Date 2006-05-23 Time 09:28 Rev Time 0.00 Received By eschneid Date 2006-05-22 Time 18:37 Sent To   Notes 2006-05-22 00:00:00 1) PER ORDINANCE NO. 3914-05, PRIOR TO   THE ISSUANCE OF THE FIRST BUILDING   PERMIT, THE APPLICANT/OWNER SHALL:       A) RECORD PUBLIC ACCESS EASEMENTS FOR   ROADWAYS AND ADJACENT SIDEWALKS   THROUGHOUT THE SITE.THIS MAY BE DONE   ON A PLAT OR SEPARATE INSTRUMENT.       B) RECORD A RESTRICTIVE DEED OR COVENANT   PREVENTING THE GATING OF ANY OF THE   ROADWAYS IN THE MIZNER PARK RPD.       C) RECORD A MAINTENANCE AGREEMENT FOR   THE PAVERS AND LANDSCAPING IN THE HANK   AARON DRIVE TRAFFIC OVAL.       D) RECORD A MAINTENANCE AGREEMENT FOR   THE LAKE PATH AND LANDSCAPING ADJACENT   TO THE MIZNER LAKES RPD.       2) THE MONUMENT SIGN HAS CHANGED   LOCATION AND CONFIGURATION FROM THE   PLANS APPROVED BY ORDINANCE NO. 3914-05.   APPROVAL OF A MINOR AMENDMENT IS   REQUIRED FOR THE NEW LAYOUT.       3) THE DETENTION AREAS HAVE CHANGED   CONFIGURATION FROM THE PLANS APPROVED BY   ORDINANCE NO. 3914-05.APPROVAL OF A   MINOR AMENDMENT IS REQUIRED FOR THE NEW   LAYOUT.       4) THE EASTERNMOST OF THE 2 ADA SPACES   ON THE SOUTH SIDE OF THE BUILDING SHALL   HAVE ITS SHORTEST DEPTH AT 18 FEET (WEST   LENGTH).THE SPACE SCALES AT APPROX. 16   FEET, WHICH WOULD RESULT IN CARS   OVERHANGING INTO THE STREET.       5) THE PARKING SPACE DETAILS SHALL   STATE AND SHOW THAT WHEEL STOPS BE   LOCATED TWO (2) FEET FROM THE FRONT OF   THE SPACE AND SHOW THE DOUBLE STRIPING   AS REQUIRED BY THE CITY'S ZONING AND   LAND DEVELOPMENT REGULATIONS.       6) THE LAYOUT OF THE PARKING STRUCTURE   HAS CHANGED FROM WHAT WAS APPROVED BY   ORDINANCE NO. 3914-05.APPROVAL OF A   MINOR AMENDMENT IS REQUIRED FOR THE NEW   LAYOUT.       7) THE PARKING CALCULATION TABLE ON   SHEET A-002 IS INCORRECT.IT SHOWS THE   WRONG NUMBER OF UNITS COMPARED TO THE   UNIT BREAKDOWN TABLE.IT SHOULD ONLY   LIST THE PARKING PROVIDED WITH THE   PERMIT FOR BUILDING NO. 5 LIMITS OF   WORK.THE SPACES PROVIDED SHALL EQUAL   OR EXCEED THE SPACES REQUIRED.   ENUMERATE THE LOADING SPACES THAT ARE   PROVIDED. THE PARKING DATA TABLE -   SPACES PROVICED - DOES NOT EQUAL THE   SPACES PROVIDED.       8) PROVIDE VERIFICATION FROM THE CITY?S   ENGINEERING AND PARKING DEPARTMENTS THAT   THE CITY RECOGNIZES THE SAME NUMBER OF   PARALLEL PARKING SPACES ON HANK AARON   DRIVE AS SHOWN ON THE SUBMITTED PLANS.   SOME OF THE SPACES ON THE PLAN SCALE OUT   AS TOO SHORT AND THUS MAY NOT COUNT   TOWARD THE PROVIDED PARKING. APPLICANT'S   RESPONSE STATED THAT HANK AARON DRIVE   PARKING IS NOT COUNTED TOWARD THE   PROVIDED SPACES, YET THE PLANS COUNT THE   HANK AARON DRIVE PARKING AS PROVIDED   PARKING.       9) THE FOOTPRINT OF THE BUILDING, TO   INCLUDE ENTRYWAYS AND SIDEWALKS, HAS   CHANGED FROM WHAT WAS APPROVED BY   ORDINANCE NO. 3914-05.APPROVAL OF A   MINOR AMENDMENT IS REQUIRED FOR THE NEW   LAYOUT.       10) THE LAYOUT OF THE POOL/AMENITY DECK   HAS CHANGED FROM WHAT WAS APPROVED BY   ORDINANCE NO. 3914-05.APPROVAL OF A   MINOR AMENDMENT IS REQUIRED FOR THE NEW   LAYOUT.       11) THE LAYOUT OF THE PERIMETER AND POOL   AMENITY DECK LANDSCAPING HAS CHANGED   FROM WHAT WAS APPROVED BY ORDINANCE NO.   3914-05.APPROVAL OF A MINOR AMENDMENT   IS REQUIRED FOR THE NEW LAYOUT.       12) SHOW THE THE SETBACK OF THE   BALCONIES AND ROOF FROM THEHANK AARON   DRIVE PROPERTY LINE.       13) THE AMOUNT OF RETAIL SQUARE FOOTAGE   IN BUILDING NO. 5 HAS CHANGED FROM WHAT   WAS APPROVED BY ORDINANCE NO. 3914-05.   APPROVAL OF A MINOR AMENDMENT IS   REQUIRED FOR THE NEW LAYOUT.PLEASE   NOTE THAT THE PROJECT IS APPROVED FOR A   TOTAL OF 20,900 SQUARE FEET OF RETAIL.       14) REMEMBER THAT THE DEVELOPER IS   RESPONSIBLE FOR CONSTRUCTING THAT   PORTION OF THE LAKE PATH ADJACENT TO THE   SUBJECT SITE TO CITY STANDARDS AT THE   OWNER?S EXPENSE AND WILL CONTINUE THE   THEME THAT HAS BEEN ESTABLISHED ADJACENT   TO THE HOME DEPOT DEVELOPMENT PRIOR TO   THE ISSUANCE OF A CERTIFICATE OF   OCCUPANCY FOR THE FIRST RESIDENTIAL UNIT   IN THE MIZNER LAKES RPD. THE DEVELOPER   OR PROPERTY OWNER?S ASSOCIATION IS   RESPONSIBLE FOR THE MAINTENANCE OF SAID   PORTION OF THE LAKE PATH.       CONTACT ERIC SCHNEIDER @ (561) 822-1435. Review Stop Z ZONING Rev No 1 Status F Date 2006-03-03 Cont ID   Sent By eschneid Date 2006-03-03 Time 13:44 Rev Time 0.00 Received By eschneid Date 2006-03-03 Time 13:44 Sent To   Notes 2006-03-03 00:00:00 1) PER ORDINANCE NO. 3914-05, PRIOR TO   THE ISSUANCE OF THE FIRST BUILDING   PERMIT, THE APPLICANT/OWNER SHALL:       A) RECORD PUBLIC ACCESS EASEMENTS FOR   ROADWAYS AND ADJACENT SIDEWALKS   THROUGHOUT THE SITE.THIS MAY BE DONE   ON A PLAT OR SEPARATE INSTRUMENT.       B) RECORD A RESTRICTIVE DEED OR COVENANT   PREVENTING THE GATING OF ANY OF THE   ROADWAYS IN THE MIZNER PARK RPD.       C) RECORD A MAINTENANCE AGREEMENT FOR   THE PAVERS AND LANDSCAPING IN THE HANK   AARON DRIVE TRAFFIC OVAL.       D) RECORD A MAINTENANCE AGREEMENT FOR   THE LAKE PATH AND LANDSCAPING ADJACENT   TO THE MIZNER LAKES RPD.       2) THE MONUMENT SIGN HAS CHANGED   LOCATION AND CONFIGURATION FROM THE   PLANS APPROVED BY ORDINANCE NO. 3914-05.   APPROVAL OF A MINOR AMENDMENT IS   REQUIRED FOR THE NEW LAYOUT.       3) THE DETENTION AREAS HAVE CHANGED   CONFIGURATION FROM THE PLANS APPROVED BY   ORDINANCE NO. 3914-05.APPROVAL OF A   MINOR AMENDMENT IS REQUIRED FOR THE NEW   LAYOUT.       4) THE DISABLED PARKING SPACE DETAIL   DOES NOT APPEAR TO PROVIDE ADEQUATE   DEPTH TO PREVENT A CAR TO INTRUDE INTO   THE DROVE AISLE.VERIFY GRAPHICALLY   THAT THE DEPTH IS ADEQUATE.       5) THE PARKING SPACE DETAILS SHALL STATE   THAT WHEEL STOPS BE LOCATED TWO (2) FEET   FROM THE FRONT OF THE SPACE.       6) THE LAYOUT OF THE PARKING STRUCTURE   HAS CHANGED FROM WHAT WAS APPROVED BY   ORDINANCE NO. 3914-05.APPROVAL OF A   MINOR AMENDMENT IS REQUIRED FOR THE NEW   LAYOUT.       7) IS THE SPACE IN THE NORTHWEST CORNER   OF THE GARAGE A LOADING ZONE OR A   PARKING SPACE?IT IS LABELED   DIFFERENTLY ON THE SITE, LANDSCAPE AND   ENGINEERING PLANS AND SHEETS WITHIN THE   PLANS.       8) THE PARKING CALCULATION TABLE ON   SHEET A-002 IS INCORRECT.IT SHOWS THE   WRONG NUMBER OF UNITS COMPARED TO THE   UNIT BREAKDOWN TABLE.IT SHOULD ONLY   LIST THE PARKING PROVIDED WITH THE   PERMIT FOR BUILDING NO. 5 LIMITS OF   WORK.THE SPACES PROVIDED SHALL EQUAL   OR EXCEED THE SPACES REQUIRED.   ENUMERATE THE LOADING SPACES THAT ARE   PROVIDED.       9) PROVIDE VERIFICATION FROM THE CITY?S   ENGINEERING AND PARKING DEPARTMENTS THAT   THE CITY RECOGNIZES THE SAME NUMBER OF   PARALLEL PARKING SPACES ON HANK AARON   DRIVE AS SHOWN ON THE SUBMITTED PLANS.   SOME OF THE SPACES ON THE PLAN SCALE OUT   AS TOO SHORT AND THUS MAY NOT COUNT   TOWARD THE PROVIDED PARKING.       10) THE FOOTPRINT OF THE BUILDING, TO   INCLUDE ENTRYWAYS AND SIDEWALKS, HAS   CHANGED FROM WHAT WAS APPROVED BY   ORDINANCE NO. 3914-05.APPROVAL OF A   MINOR AMENDMENT IS REQUIRED FOR THE NEW   LAYOUT.   11) THE LAYOUT OF THE POOL/AMENITY DECK   HAS CHANGED FROM WHAT WAS APPROVED BY   ORDINANCE NO. 3914-05.APPROVAL OF A   MINOR AMENDMENT IS REQUIRED FOR THE NEW   LAYOUT.       12) THE LAYOUT OF THE PERIMETER AND POOL   AMENITY DECK LANDSCAPING HAS CHANGED   FROM WHAT WAS APPROVED BY ORDINANCE NO.   3914-05.APPROVAL OF A MINOR AMENDMENT   IS REQUIRED FOR THE NEW LAYOUT.       13) SHOW THE HANK AARON DRIVE PROPERTY   LINE ON THE SHEETS WITH THE FLOOR AND   ROOF PLANS INCLUDING A DIMENSION LINE TO   SHOW THE SETBACK OF THE BUILDING,   BALCONIES AND ROOF FROM THE PROPERTY   LINE.       14) THE AMOUNT OF RETAIL SQUARE FOOTAGE   IN BUILDING NO. 5 HAS CHANGED FROM WHAT   WAS APPROVED BY ORDINANCE NO. 3914-05.   APPROVAL OF A MINOR AMENDMENT IS   REQUIRED FOR THE NEW LAYOUT.PLEASE   NOTE THAT THE PROJECT IS APPROVED FOR A   TOTAL OF 20,900 SQUARE FEET OF RETAIL.       15) REMEMBER THAT THE DEVELOPER IS   RESPONSIBLE FOR CONSTRUCTING THAT   PORTION OF THE LAKE PATH ADJACENT TO THE   SUBJECT SITE TO CITY STANDARDS AT THE   OWNER?S EXPENSE AND WILL CONTINUE THE   THEME THAT HAS BEEN ESTABLISHED ADJACENT   TO THE HOME DEPOT DEVELOPMENT PRIOR TO   THE ISSUANCE OF A CERTIFICATE OF   OCCUPANCY FOR THE FIRST RESIDENTIAL UNIT   IN THE MIZNER LAKES RPD. THE DEVELOPER   OR PROPERTY OWNER?S ASSOCIATION IS   RESPONSIBLE FOR THE MAINTENANCE OF SAID   PORTION OF THE LAKE PATH.       CONTACT ERIC SCHNEIDER @ (561) 822-1435. Account Summary | Usage Policy | Privacy Policy Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved