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 07060501 Review Stop B BUILDING (STRUCTURAL) Rev No 5 Status P Date 2008-05-23 Cont ID   Sent By lmartine Date 2008-05-23 Time 14:18 Rev Time 0.00 Received By lmartine Date 2008-05-23 Time 14:18 Sent To   Notes ***NONE*** Review Stop B BUILDING (STRUCTURAL) Rev No 4 Status F Date 2008-04-23 Cont ID   Sent By jwitmer Date 2008-04-23 Time 13:52 Rev Time 4.44 Received By jwitmer Date 2008-04-23 Time 13:52 Sent To   Notes 2008-04-23 13:56:51 PLANS APPEAR TO BE CODE COMPLIANT, ONCE THE COUNTY   IMPACT FEES ARE PAID AND THE BALANCE OF FEES TO THE   CITY ($6,663.00) I'LL BE ABLE TO PASS AND ISSUE THIS   PERMIT.   NOTE THE ROOFING PERMIT WILL REQUIRE SEPERATE PERMIT,   REVIEW, AND ASSOCIATEDFEES. Review Stop B BUILDING (STRUCTURAL) Rev No 3 Status F Date 2008-03-19 Cont ID   Sent By jwitmer Date 2008-03-19 Time 10:23 Rev Time 3.33 Received By jwitmer Date 2008-03-19 Time 10:23 Sent To   Notes 2008-03-19 11:29:56 SHELL 7204 S DIXIE HWY/ 07060501   BUILDING PLAN REVIEW   PERMIT: 07060501   ADD: 7204 S DIXIE HWY   CONT: BENCHMARK CUSTOM BUILDERS   TEL: (954)802-0723           FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2006 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       3RDREVIEW   ACTION: DENIED       1)--- VERY IMPORTANT STATEMENT ---   PLEASE DO NOT IGNORE!   WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &   REMOVE & REPLACE ANY PAGES AS NECESSARY. A TRANSMITTAL   LETTER LISTING THE ORIGINAL REVIEW COMMENT NUMBER, WITH   A DESCRIPTION OF THE REVISION MADE, IDENTIFYING THE   SHEET OR SPECIFICATION PAGE WHERE THE CHANGES CAN BE   FOUND WILL HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR   YOUR ANTICIPATED COOPERATION.       2)FL S S 713.13NOTICE OF COMMENCEMENT, TO BE FILED   WITH THE CLERK OF THE COURT.NOTE: 713.13(2) IF THE   WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS NOT   ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE RECORDING   THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: 713.13(6)   THE POSTING OF THE NOTICE OF COMMENCEMENT AT THE   CONSTRUCTION SITE BEFORE THE FIRST INSPECTION.       3) ADDITIONAL INFORMATION REQUIRED. THE PERMIT   APPLICATION INDICATES A SHELL BUILDING WHILE THE PLANS   INDICATE THIS TO BE A PHASED, PHASE I A COMMERCIAL   FIRST FLOOR AND A PHASE II RESIDENTIAL   SECOND FLOOR, ARE BOTH PHASES TO BE CONSIDERED WORK   UNDER THIS PERMIT?       4)110.2* W. P. B. ADMINISTRATIVE CODE, INFORMATION   THAT IS REQUIRED FOR RECORD KEEPING & FOR CERTIFICATE   OF OCCUPANCY:   A) THE EDITION OFTHE CODE UNDER WHICH THE PROJECT IS   DESIGNED. NOTE PLANS DO INDICATE 2004 FBC BUT NOT THE   2006 AMENDMENTS, PLEASE CORRECT.       B) THE USE AND OCCUPANCY, IN ACCORDANCE WITH THE   PROVISIONS OF CHAPTER 3. COMPLIED.       C) THE TYPE OF CONSTRUCTION AS DEFINED IN CHAPTER 6,   TABLE 601. PARTIALLY COMPLIED. PLANS INDICATE A TYPE   III BUILDING BUT NO DESIGNATION AS A OR B. NOTE: TABLE   503WILL ALLOW THIS BUILDING TO BE BUILT AS A TYPE V-B   EVEN FOR PHASE II, SEE SECTION 302.3.2 AND TABLE   302.3.2. IF TO BE DESIGNED AS EITHER A TYPE III A OR B   SEE TABLE 602 THAT WILL REQUIRE A 2HR RATED WALL FOR   THE SOUTH WALL LOCATED 5.5' FROM THE PROPERTY LINE .   PLEASE PROVIDE WHAT TYPE OF CONSTRUCTION THIS STRUCTURE   WILL BE DESIGNED TOO.       D) THE OCCUPANT LOAD, SEE 1004. NOTE WORST CASE   SCENARIO WILL BE TAKEN 5863 SQ /30= 196 OCCUPANT LOAD       E-K) COMPLIED.       4) SHEET S-1 NOTE# 19 INDICATES THERE SHALL BE A   SPECIAL INSPECTOR FOR THE REINFORCED MASONARY SHALL BE   PROVIDED. ALSO, PLEASE ARRANGE WITH HAROLD PISKURA   (INSPECTION SERVICES MANAGER - TEL: 561 805 6711), A   MEETING INVOLVING THE OWNER, SPECIAL INSPECTOR,   CONTRACTOR AND ENGINEER.       5)COMPLIED.       6) PROVISO 109.3.10* IMPACT OF CONSTRUCTION.   ALL CONSTRUCTION ACTIVITY REGULATED BY   THIS CODE SHALL BE PERMORMED IN A MANNER   SO AS NOT TO ADVERSELY IMPACT THE   CONDITION OF ADJACENT PROPERTY, UNLESS   SUCH ACTIVITY IS PERMITTED TO AFFECT   SAID PROPERTY PURSUANT TO A CONSENT BY   THE APPLICABLE PROPERTY OWNER, UNDER   TERMS & CONDITIONS AGREEABLE TO THE   APPLICABLE PROPERTY OWNER.THIS INCLUDES   BUT IS NOT LIMITED TO THE CONTROL OF   DUST, NOISE, WATER OR DRAINAGE RUN-OFF,   DEBRIS, AND THE STORAGE OF CONSTRUCTION   MATERIALS. NEW CONSTRUCTION ACTIVITY   SHALL NOT ADVERSELY IMPACT HISTORIC   SURFACE WATER DRAINAGE FLOWS SERVING   ADJACENT PROPERTIES, & MAY REQUIRE   SPECIAL DRAINAGE DESIGN COMPLYING WITH   ENGINEERING STANDARDS TO PRESERVE THE   POSITIVE PATTERNS OF THE AFFECTED SITES. ACCORDINGLY,   DEVELOPERS, CONTRACTORS,   AND OWNERS OF ALL NEW RESIDENTIAL   DEVELOPMENT, INCLUDING ADDITIONS, POOLS,   PATIOS, DRIVEWAYS, DECKS, OR SIMILAR   ITEMS, ON EXISTING PROPERTIES RESULTING   IN A DECREASE IN EXCESS OF 800SQ FT OF   PERMEABLE LAND AREA ON ANY PARCELL SHALL   AS A PERMIT CONDITION, PROVIDE A   PROFESSIONALLY PREPARED DRAINAGE PLAN   CLEARLY INDICATING COMPLIANCE WITH THIS   PARAGRAPH. UPON COMPLETION OF THE   IMPROVEMENT, A CERTIFICATE FROM A   LICENSED ENGINEER SHALL BE SUBMITTED TO   THE INSPECTOR IN ORDER TO RECEIVE   APPROVAL OF THE FINAL INSPECTION.       7) PROVISO:109.3.10.1 HURRICANE PROTECTION.   IT SHALL BE UNLAWFUL FOR ANY PERSON TO   ALLOW CONSTRUCTION RELATED MATERIALS   EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR   OTHERWISE UNSECURED AT A CONSTRUCTION   SITE FROM 24 HRS. AFTER A HURRICANE   WATCH HAS BEEN ISSUED UNTIL THE   HURRICANE WATCH OR WARNING HAS BEEN   LIFTED. ALL SUCH CONSTRUCTION MATERIALS,   EQUIPMENT AND DEBRIS SHALL BE EITHER   REMOVED FROM THE CONSTRUCTION SITE OR   SECURED IN SUCH A MANNER AS TO MINIMIZE   THE DANGER OF SUCH CONSTRUCTION   MATERIALS, EQUIPMENT AND DEBRIS CAUSING   DAMAGE TO PERSONS OR PROPERTY FROM HIGH   WINDS.   ANY PERSONS WHO FAILS TO COMPLY TO   REMOVE OR SECURE THE CONSTRUCTION   MATERIALS EQUIPMENT AND DEBRIS WITHIN   24 HRS AFTER A HURRICANE WATCH HAS BEEN   ISSUED SHALL BE SUBJECT TO A FINE NOT TO   EXCEED $500.00.   IN ADDITION TO THE ABOVE, A LICENSED   CONTRACTOR WHO VIOLATES THIS SECTION   SHALL BE SUBJECT TO DISCIPLINE PURSUANT   TO SECTION 113 OF THIS CHAPTER.       8)BOTH C1 - C4 HAVE TOTALLY DELETEDTHEJOBSITE   LOCATION INTHE TITLE BLOCK.   61G1-16.004FL. ADMIN. CODE.PLANS PREPARED BY A   REGISTERED ARCHITECT SHALL INCLUDE A TITLE BLOCK WHICH   MUST:   - STATE THE FIRM NAME, ADDRESS ANDTELEPHONE   NUMBER   - STATE THE FIRM LICENSE NUMBER   XX - STATE PROJECT NAME AND LOCATION,IDENTIFICATION   - STATE DATE PREPARED   - INCLUDE AN ORIGINAL SIGNATURE ANDDATED SEAL-   INCLUDE THE PRINTED NAME OF THE ARCHITECT SEALING THE   PLANS       9)SEMI-COMPLIED SHEET A-2 INDICATES A MECHANICAL   EQUIPMENT STANDBUT THE PRODUCT APPROVALS REQUIRED BY   RULE 9B-72 DO NOT CONTAIN THE REPORT OR ASSCIATED   TECHNICAL SHEETS.       10) COMPLIED.       11)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 APPLICATION FOR   LOCAL PRODUCT APPROVAL OR SITE   SPECIFIC FORM PER RULE 9B-72. SEE   WWW.FLORIDABUILDING.ORG       12)2ND REQUEST, FL BLD CODE 1609.1.4: COMPONENTS &   CLADDING, PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT   INSPECTOR) OF PRODUCT TESTING REPORTS ,MISSING REPORTS   ARE AS FOLLOWS:       A) STOREFRONT- NO REPORT WAS SUBMITTED       B) OUTSWING DOOR & TRANSOM - NO REPORT WAS SUBMITTED       C) EXTERIOR METAL CORE DOOR       D) PRE-ENGINEERED A/C STANDS- ONLY THE FLORIDA   COVERSHEET SUBMITTED, NEEDS THE BACK UP REPORT AND   TECNICAL DRAWINGS.       E) GLASS BLOCK- REVIEWED OK       F) TRUSS ANCHORS OR BUCKETS- NO REPORT SUBMITTED       G) ROOFING ASSEMBLIES- NO REPORT SUBMITTED       13) SHEET A-9 DETAIL# 5 INDICATES 2'X8' WOOD JOIST @   2'-0" O. C. PLANS NOW INDICATE THE BUCKET TYPE BUT THE   LENGHT OF THEEMBEDMENT OF THE 3/8" EXSPANSION BOLT IS   NOT PROVIDED.   106.1.2* ADITIONAL INFORMATION REQUIRED.       14) 2ND REQUEST, SHEET A-1 STORAGE ROOM# 2THE DOOR ON   THE RIGHT SIDE IS MISSING THE REQUIRED 18" SEE :   11-4.13.6 MANEUVERING CLEARENCES   AT DOORS. MINIMUM MANEUVERING CLEARANCES 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 CLEARANCES SHALL BE CLEAR & LEVEL.       15)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.       16)ARCHITECTURAL BUSINESS SOUTHEAST ARCHITECT   SERVICES INC DOES NOT SHOW UP ON THE STATES DBPR   WEBSITE USING THE FIRMS NAME NOR LICENSE NUMBER AA-C   001953PLEASE PROVIDE CONFRAMATION OF THE FIRMS BUSINESS   LICENSE. 481.219 F.S.CERTIFICATE OF AUTHORIZATION.   THE TITLE BLOCK FOR ANY SHEET BEARING THE NAME OF AN   ARCHITECT PRACTICING UNDER A FICTITIOUS NAME, A   CORPORATION, OR A PARTNERSHIP, OFFERING ARCHITECTURAL   SERVICES, SHALL INCLUDE THE CERTIFICATE OF   AUTHORIZATION NUMBER.ADD THE NUMBER TO EACH SHEET.   THIS MAY BE ADDED BY HAND.       17) PROVISO: HOLLOW CORE SLAB PLANKS TO SUBMITT SHOP   DRAWINGS REVIEWED BY THE DESIGN TEAM WITH APPROVAL   STAMP.       18-25) COMPLIED.       BUILDING PLAN REVIEW II   JIM WITMER C. B. O.       TEL: (561)805-6715   FAX: (561)659-8026   E-MAIL: [email protected] Review Stop B BUILDING (STRUCTURAL) Rev No 2 Status F Date 2007-10-24 Cont ID   Sent By jjohnsto Date 2007-10-24 Time 14:49 Rev Time 8.00 Received By jjohnsto Date 2007-10-24 Time 14:46 Sent To   Notes 2007-10-24 14:48:57 CONSTRUCTION SERVICES DEPARTMENT   200 SECOND STREET, 3RD FLOOR,   WEST PALM BEACH, FLORIDA33401   TEL:561-805-6713FAX:561-805-6731       JAMES JOHNSTON,   E-MAIL:JJOHNSTON @WPB.ORG   BUILDING PLAN EXAMINER II       PERMIT NO 07060501   ADDRESS7204 S. DIXIE HIGHWAY   PROJECT FOREST POINT 1ST STORY       DATE NOVEMBER 5, 2007       BUILDINGPLANREVIEWFLORIDA BUILDING CODES   2004       THE FOLOWING COMMENTS ADDRESS THE PREVIOUS   CRITQUE COMPLETED ON 7/29/07 BY JIM WHITMER       1. COMPLIED       2. COMPLIED       3. COMPLIED       4.   NOT IN COMPLIANCE2ND REQUEST       FBCBUILDING 104.3 EXAMINATION   OF DOCUMENTS   104.3.1 PLAN REVIEW. THE BUILDING OFFICIAL SHALL   EXAMINE OR   CAUSE TO BE EXAMINED EACH APPLICATION FOR A PERMIT AND   THE   ACCOMPANYING DOCUMENTS, CONSISTING OF DRAWINGS,   SPECIFICATIONS, COMPUTATIONS AND ADDITIONAL DATA, AND   SHALL   ASCERTAIN BY SUCH EXAMINATIONS WHETHER THE   CONSTRUCTION   INDICATED AND DESCRIBED IS IN ACCORDANCE WITH THE   REQUIREMENTS OF THE TECHNICAL CODES AND ALL OTHER   PERTINENT   LAWS OR ORDINANCES.       COMMENT- PLEASE FURNISH THE THE FOLLOWING   INFORMATION       ON THE COVER SHEET   PROJECT INFORMATION   FBC2004 BUILDING W/ 2005 AND 6 REVISIONS   FBC2004 ACCESSIBILITYCHAPTER 11   TYPE OF CONSTRUCTION   SPRINKLED / UN-SPRINKLED   BASIC WIND SPEED - MPH   WIND EXPOSURE   WIND IMPORTANCE FACTOR & BUILDING CATEGORY INTERNAL   PRESSURE COEFFICIENT   TYPE OF OCCUPANCY   OCCUPANT LOAD-GROSS - NET   5   NOT IN COMPLIANCE2ND REQUEST       FBC BUILDING1802.6 SOIL REPORTS.   THE SOIL CLASSIFICATION AND DESIGN LOAD-BEARING   CAPACITY   SHALL BE SHOWN ON THE CONSTRUCTION DOCUMENT.   WHERE REQUIRED BY THE BUILDING OFFICIAL, A WRITTEN   REPORT   OF THE INVESTIGATION SHALL BE SUBMITTED THAT INCLUDES,       BUT NEED NOT BE LIMITED TO, THE FOLLOWING INFORMATION:       1.A PLOT SHOWING THE LOCATION OF TEST BORINGS   AND/OR   EXCAVATIONS.   2. A COMPLETE RECORD OF THE SOIL SAMPLES.   3. A RECORD OF THE SOIL PROFILE.   4. ELEVATION OF THE WATER TABLE, IF ENCOUNTERED. 5.   RECOMMENDATIONS FOR FOUNDATION TYPE AND DESIGN   CRITERIA, INCLUDING BUT NOT LIMITED TO: BEARING   CAPACITY   OF NATURAL OR COMPACTED SOIL; PROVISIONS TO   MITIGATE   THE EFFECTS OF EXPANSIVE SOILS; MITIGATION OF   THE EFFECTS   OF LIQUEFACTION, DIFFERENTIAL SETTLEMENT AND   VARYING SOIL   STRENGTH; AND THE EFFECTS OF ADJACENT LOADS. 6.   EXPECTED TOTAL AND DIFFERENTIAL SETTLEMENT. 7. PILE   AND PIER FOUNDATION INFORMATION IN ACCORDANCE   WITH SECTION 1808.2.2 .   8. SPECIAL DESIGN AND CONSTRUCTION PROVISIONS FOR   FOOTINGS   OR FOUNDATIONS FOUNDED ON EXPANSIVE SOILS, AS   NECESSARY.       COMMENT-PLEASE SUBMIT THE SOIL TEST REPORT FOR   THIS   PROJECT BY QUESTENGINEERING AS NOTED ON THE   STRUCTURAL   SHEETS-1.           6   COMPLIED           7   COMPLIED           8   COMPLIED           9   COMPLIED       10   COMPLIED       11   NOT IN COMPLIANCE2ND REQUEST       PRODUCT APPROVALS REQUIRED   FBC 1609.1.4 AND WPB ADMINISTRATIVE CODE 106.3   REGULATED BY DCA RULE 9B-72FLORIDA PRODUCT APPROVALS   SUBMIT TWO COPIES OF EACH APPROVAL   ( 3 COPIES IF A THRESHOLD BUILDING ) WITH FLORIDA   PRODUCT   APPROVAL COVER SHEET THE ARCHITECT?S / ENGINEER?S   SIGNATURE AS APPLICABLE, STATING   ?TO THE BEST OF THEIR KNOWLEDGE THE PRODUCT APPROVAL   COMPLIES WITH THE PLANS AND SPECIFICATIONS.       COMMENT-IN ADDITION TO THE MIAMI-DADE NOA   PLEASE PROVIDE FLORIDA PRODUCT APPROVALS FOR ALL   PRODUCTS   REQUIRED TO BE SUBMITTED.SEE INFORMATION SUBMITTED   ABOVE.   THE DELTA DOOR COMPANY DOES NOT HAVE FLORIDA PRODUCT   APPROVAL.       11A   FLORIDA ADMINISTRATIVE CODE9B-72.030 EXCEPTIONS.   LOCAL PRODUCT APPROVAL GENERALLY   PRODUCTS LISTED IN RULE 9B-72.005, F.A.C., SHALL BE   APPROVED   ACCORDING TO THE PROVISIONS OF THIS RULE.   (1) PRESCRIPTIVE.PRODUCTS THAT HAVE PRESCRIPTIVE   SPECIFICATION STANDARDS AND ARE MANUFACTURED UNDER   QUALITY ASSURANCE PROCEDURES AS SPECIFIED IN THE CODE   WILL BE DEEMED APPROVED.   SUCH PRODUCTS SHALL INCLUDE BUT NOT BE LIMITED TO THE   FOLLOWING:   (A) STRUCTURAL COMPONENTS COVERED BY UNITED STATES   DEPARTMENT OF COMMERCE PRODUCT STANDARDS;   (B) STRUCTURAL COMPONENTS COMPRISED OF PRODUCTS THAT   ARE ASSEMBLED OR PLACED IN THE FIELD AND ARE SUBJECT   TO       STANDARDIZED FIELD TESTING PROCEDURES CONTAINED WITHIN       NATIONALLY RECOGNIZED STANDARDS ADOPTED WITHIN THE   CODE       MAY DEMONSTRATE COMPLIANCE BY A BATCH TICKET OR BILL   OF   LADING MADE AVAILABLE AT THE SITE OF ASSEMBLY OR   PLACEMENT;   (C) CUSTOM (ONE OF A KIND) PRE-ENGINEERED BUILDINGS.   (2) PERFORMANCE. PRODUCTS, METHODS AND SYSTEMS OF   CONSTRUCTION SPECIFICALLY ADDRESSED IN THE CODE   THROUGH       PERFORMANCE CRITERIA SHALL DEMONSTRATE COMPLIANCE   PURSUANT TO RULE 9B-72.070, F.A.C., AND SHALL BE   APPROVED   PURSUANT TO RULE 9B-72.090, F.A.C.       COMMENT-FOR DELTA DOOR           11B   FLORIDA ADMINISTRATIVE CODE9B-72.050   PRODUCT APPROVAL BY LOCAL JURISDICTION   AND ACCEPTANCE   (1) APPROVAL OF A PRODUCT FOR LOCAL USE SHALL BE   PERFORMED   BY THE BUILDING CODE OFFICIAL OR HIS/HER DESIGNEE BY   VERIFYING THAT THE PRODUCT COMPLIES WITH THE CODE IN   ACCORDANCE WITH RULE 9B-72.040, F.A.C.   (A) THE AUTHORITY HAVING JURISDICTION OR BUILDING   OFFICIAL   SHALL VALIDATE THE METHOD OF COMPLIANCE PURSUANT TO   RULE 9B-72.040, F.A.C.   (B) UPON ACCEPTANCE OF REQUIRED DOCUMENTATION PURSUANT   TO SUBSECTION 9B-72.040(5), F.A.C., THE AUTHORITY   HAVING JURISDICTION OR BUILDING OFFICIAL MAY       DEEM THE PRODUCT APPROVED FOR USE IN ACCORDANCE WITH   ITS APPROVAL AND LIMITATION OF USE.   (C) APPROVAL SHALL BE VALID UNTIL SUCH TIME AS THE   PRODUCT   CHANGES DECREASING THE PRODUCT?S PERFORMANCE,   THE STANDARDS OF THE CODE CHANGE, OR THE APPROVAL IS   OTHERWISE SUSPENDED OR REVOKED.   CHANGES TO THE CODE SHALL NOT BE CONSTRUED AS VOIDING   THE APPROVAL OF PRODUCTS PREVIOUSLY INSTALLED IN   EXISTING   BUILDINGS PROVIDED SUCH PRODUCTS MET BUILDING CODE   REQUIREMENTS AT THE TIME THE PRODUCT WAS INSTALLED. (D)   MANUFACTURER SHALL NOTIFY THE AUTHORITY HAVING   JURISDICTION OR THE BUILDING OFFICIAL WHEN THE QUALITY       ASSURANCE REQUIREMENTS OF SUBSECTION 9B-72.040(4),   F.A.C.,   ARE NO LONGER IN PLACE.   (2) ACCEPTANCE OF A PRODUCT, MATERIAL OR SYSTEM OF   CONSTRUCTION IS SPECIFIC TO A PROJECT AND REQUIRES   APPROVAL BY A LOCAL JURISDICTION PURSUANT TO RULE   9B-72.050, F.A.C., OR STATEWIDE APPROVAL BY THE   COMMISSION PURSUANT TO RULE 9B-72.090, F.A.C.,   AND VERIFICATION THAT THE PRODUCT IS BEING USED   CONSISTENT WITH THE APPROVED EVALUATION AND   LIMITATIONS       OF USE ESTABLISHED BY THE APPROVED EVALUATION AS   REQUIRED BY THE DESIGN SPECIFICATIONS.       COMMENT-USE FLORIDA ADMINISTRATIVE CODES 9B-72.050   AND9B-72.030FOR DELTA DOOR CO.   PLEASE FIND THE CITY OF WEST PALM BEACH   ?SITE SPECIFIC? ?LOCAL PRODUCT APPROVAL? ATTACHED   FORMS.   SUBMIT PRODUCT APPROVALS WITH FLORIDA PRODUCT APPROVAL   COVER PAGE FOR THE FOLLOWING   COMPONENTS THAT ARE APPLICABLE   FIXED GLASS   MULLION TUBES   STORE FRONT GLAZING SYSTEM   ALUMINUM OUT -SWING DOORS   EXTERIOR HOLLOW METAL DOORS   EXTERIOR GLAZED DOORS   ROOF ASSEMBLIES, DENSE DECK, ATTACHMENTS, INSULATION,   UNDERLAYMENT,ROOF TILE,ROOF SYSTEM   PREENGINEERED AC STAND   GLASS BLOCK   TRUSS ANCHORS           12   NOT IN COMPLIANCE2ND REQUEST       FBCBUILDING 1609.1.3COMPONENTS & CLADDING ANCHORAGE   AGAINST OVERTURNING, UPLIFT AND SLIDING. STRUCTURAL   MEMBERS AND SYSTEMS AND COMPONENTS   AND CLADDING IN A BUILDING OR STRUCTURE SHALL BE   ANCHORED   TO RESIST WIND-INDUCED OVERTURNING, UPLIFT AND SLIDING   AND   TO PROVIDE CONTINUOUS LOAD PATHS FOR THESE FORCES TO   THE   FOUNDATION.   WHERE A PORTION OF THE RESISTANCE TO THESE FORCES IS   PROVIDED BY DEAD LOAD, THE DEAD LOAD, INCLUDING THE   WEIGHT   OF SOILS AND FOUNDATIONS, SHALL BE TAKEN AS THE   MINIMUM       DEAD LOAD LIKELY TO BE IN PLACE DURING A DESIGN WIND   EVENT.       COMMENT   SEE ITEM 11                   FLORIDA ADMINISTRATIVE CODE61G15-23.002 SEAL,   SIGNATURE AND DATE SHALL BE AFFIXED.   (1) A PROFESSIONAL ENGINEER SHALL SIGN HIS NAME AND   AFFIX   HIS SEAL TO ALL PLANS, SPECIFICATIONS, REPORTS, FINAL   BID   DOCUMENTS PROVIDED TO THE OWNER OR THE OWNER?S   REPRESENTATIVE, OR OTHER DOCUMENTS PREPARED OR ISSUED   BY SAID REGISTRANT AND BEING FILED FOR PUBLIC RECORD.   THE DATE THAT THE SIGNATURE AND SEAL IS AFFIXED AS   PROVIDED HEREIN SHALL BE ENTERED ON SAID PLANS,   SPECIFICATIONS, REPORTS, OR OTHER DOCUMENTS   IMMEDIATELY       UNDER THE SIGNATURE OF THE PROFESSIONAL ENGINEER. (2)   EACH SHEET OF PLANS AND PRINTS WHICH MUST BE SEALED       UNDER THE PROVISIONS OF CHAPTER 471, F.S., SHALL BE   SEALED,   SIGNED AND DATED BY THE PROFESSIONAL ENGINEER IN   RESPONSIBLE CHARGE. ENGINEERS SHALL LEGIBLY INDICATE   THEIR   NAME, ADDRESS, AND LICENSE NUMBER ON EACH SHEET. IF   PRACTICING THROUGH A DULY AUTHORIZED ENGINEERING   BUSINESS, ENGINEERS SHALL LEGIBLY INDICATE THEIR NAME   AND LICENSE NUMBER, AS WELL AS, THE NAME, ADDRESS, AND   CERTIFICATE OF AUTHORIZATION NUMBER OF THE ENGINEERING   BUSINESS ON EACH SHEET. A TITLE BLOCK ON EACH SHEET   CONTAINING THE PRINTED NAME, ADDRESS, AND LICENSE   NUMBER OF THE ENGINEER OR IF APPLICABLE, THE NAME AND   LICENSE NUMBER OF THE ENGINEER,   AND THE NAME, ADDRESS AND CERTIFICATE OF AUTHORIZATION   NUMBER OF THE ENGINEERING BUSINESS WILL SATISFY THIS   REQUIREMENT.       COMMENT-CARMAN VERDE AND ASSOCIATE?S LICENSE   IS LISTED WITH THE DBPR AS ?DELINQUENT, ACTIVE.       PLEASE SUBMIT THE CORRECT SURVEY FOR   THIS PROJECT   SHEET 1 OF 1 - BOUNDARY AND TOPOGRAPHIC SURVEY SHALL   BE-SIGNED, SEALED, PRINTED NAME AND INCLUDE THE   COMPANY CERTIFICATE OF AUTHORIZATION.                   13   COMPLIED           14   COMPLIED       15   NOTED FOR COMPLIANCE   THE FOLLOWING COMMENTS ARE THE RESULTS OF ADDITIONAL   INFORMATION WHICH WAS REQUESTED   BY THE PREVIOUS PLAN REVIEWER       16   ARCHITECTURAL   FLORIDA ADMINISTRATIVE CODE61G1-16.002   ARCHITECTDESCRIPTION OF SEAL   (1) THE SEAL SHALL CONTAIN THE NAME OF ONLY ONE   ARCHITECT   OR INTERIOR DESIGNER AND THE REGISTRATION NUMBER; THE   SEAL OF THE ARCHITECT SHALL BE CIRCULAR, AND THE SEAL   OF   THE INTERIOR DESIGNER SHALL BE HEXAGONAL.   BOTH SEALS SHALL BE AN IMPRESSION-TYPE METAL SEAL,   APPROXIMATELY 2" IN DIAMETER WITH TWO CIRCULAR LINES   BETWEEN WHICH LINES SHALL APPEAR, AT THE TOP, THE   WORDS   ?STATE OF FLORIDA? AND AT THE BOTTOM THE WORDS ?   REGISTERED ARCHITECT? OR ?LICENSED INTERIOR DESIGNER,?       WHICHEVER IS APPLICABLE.   (2) ANY INDIVIDUAL WHO IS BOTH A REGISTERED ARCHITECT   AND A LICENSED INTERIOR DESIGNER MUST USE A SEAL WHICH   CONTAINS BOTH THE ARCHITECT AND INTERIOR DESIGN   REGISTRATION NUMBERS, IN SUCH A MANNER:       COMMENT-SOUTHEAST ARCHITECT SERVICES, INC. PLEASE   VERIFY YOUR SEAL IS IN COMPLIANCE WITH RULE   61G1-16.002           17   FBC BUILDING 104.3 EXAMINATION OF DOCUMENTS 104.3.1   PLAN REVIEW. THE BUILDING OFFICIAL SHALL EXAMINE OR   CAUSE TO BE EXAMINED EACH APPLICATION FOR A PERMIT AND   THE ACCOMPANYING DOCUMENTS, CONSISTING OF DRAWINGS,   SPECIFICATIONS, COMPUTATIONS AND ADDITIONAL DATA, AND   SHALL   ASCERTAIN BY SUCH EXAMINATIONS WHETHER THE   CONSTRUCTION   INDICATED AND DESCRIBED IS IN ACCORDANCE WITH THE   REQUIREMENTS OF THE TECHNICAL CODES AND ALL OTHER   PERTINENT   LAWS OR ORDINANCES.       COMMENT- PLEASE FURNISH THE HOLLOW CORE SLAB   ENGINEERING DOCUMENTS.   HAVE THE ARCHITECT OF RECORD NOTE ACCEPTANCE OF THIS   PRODUCT               CHAPTER11 ACCESSIBILITY       18   FBC BUILDING 11-4.3ACCESSIBLE ROUTE   (1)AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY   OF THE SITE SHALL BE PROVIDED FROM PUBLIC   TRANSPORTATION   STOPS, ACCESSIBLE PARKING, AND ACCESSIBLE PASSENGER   LOADING ZONES, AND PUBLIC STREETS OR SIDEWALKS TO THE   ACCESSIBLE BUILDING ENTRANCE THEY SERVE.   THE ACCESSIBLE ROUTE SHALL, TO THE MAXIMUM EXTENT   FEASIBLE,   COINCIDE WITH THE ROUTE FOR THE GENERAL PUBLIC. (2) AT   LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE   BUILDINGS, FACILITIES, ELEMENTS, AND SPACES THAT ARE ON   THE   SAME SITE.   (3)AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT   ACCESSIBLE BUILDINGS OR FACILITY ENTRANCES WITH ALL   ACCESSIBLE SPACES AND ELEMENTS AND WITH ALL ACCESSIBLE       DWELLING UNITS WITHIN THE BUILDING OR FACILITY. (4) AND   ACCESSIBLE ROUTE SHALL CONNECT AT LEAST ONE ACCESSIBLE   ENTRANCE OF EACH ACCESSIBLE DWELLING UNIT.       COMMENTDEFINETHE TRANSITION FROM THE BOUNDARY   WALKWAY ACROSS THE DRIVEWAY ENTRANCES TO THE PUBLIC   SIDEWALK WITHOUT A CHANGE IN ELEVATION           18 B   FBC BUILDING 11-4.1.3 ACCESSIBLE BUILDINGS:   NEW CONSTRUCTION   (1)AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH   SECTION   11-4.3 SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY   ENTRANCES   WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE   BUILDING   OR FACILITY.       COMMENT THE SIDEWALK ALONG THE FRONT OF THE BUILDING   DOES NOT CONTINUE TO THE SIDEWALK LOCATED AT THE   NORTH.       SHOW ALL CONNECTIONS FOR VERIFICATION OF ELEVATION.       19   FBC BUILDING 1816.1 TERMITE PROTECTION.   TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED   TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,   BAITING   SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER   APPROVED   METHODS OF TERMITE PROTECTION LABELED FOR USE AS A   PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.       COMMENTFURNISH THIS INFORMATION ON SHEET S-1   OR WHERE APPLICABLE           20   FBC1905.1.1 CONCRETE STRENGTH.   CONCRETE SHALL BE PROPORTIONED TO PROVIDE AN AVERAGE   COMPRESSIVE STRENGTH AS PRESCRIBED IN SECTION 1905.3 ,       AND SHALL SATISFY THE DURABILITY CRITERIA OF SECTION   1904 .       COMMENT-   SHEET-SP-2 PROVIDE THE CONCRETE DESIGN MIX FOR THE   DUMPSTER SLAB.   SHEET - S-1 PROVIDE THE DESIGN MIX FOR THE SLAB.   ?FOUNDATION NOTES? STATE THAT A SAFE BEARING CAPACITY   IS   2,500 LBS.SPECIFY IF THIS IS THE INTENDED DESIGN   MIX.               21   WPB ADMENDMENT106.1.1.2 FOR ROOF ASSEMBLIES REQUIRED   BY THE CODE, THE CONSTRUCTION DOCUMENTS SHALL   ILLUSTRATE, DESCRIBE, AND DELINEATE THE TYPE OF ROOFING   SYSTEM, MATERIALS, FASTENING REQUIREMENTS, FLASHING   REQUIREMENTS AND WIND RESISTANCE RATING THAT ARE   REQUIRED TO BE INSTALLED.               21A   FBC BUILDING 1507.10.1 SLOPE.   BUILT-UP ROOFS SHALL HAVE A DESIGN SLOPE OF A MINIMUM   OF ONE-FOURTH UNIT VERTICAL IN 12 UNITS HORIZONTAL   (2-PERCENT SLOPE) FOR DRAINAGE, EXCEPT FOR COAL-TAR   BUILT-UP ROOFS THAT SHALL HAVE A DESIGN SLOPE OF A   MINIMUM   ONE-EIGHTH UNIT VERTICAL IN 12 UNITS HORIZONTAL       COMMENT-DEFINE THE ROOF SLOPE FOR DRAINAGE ON SHEET   A-2.   INDICATE THE ROOF SURFACE ELEVATION AT THE EAST AND   WEST.   COORDINATE THE ARCHITECTURALWITH THE STRUCTURAL   DETAILS   REFERENCING THE TIE BEAM ELEVATION               22   FBC BUILDING 13-404.1.ABC.1 ROOF/CEILING THERMAL   ENVELOPES.   THE ROOF OR CEILING WHICH FUNCTIONS AS THE BUILDING?S   THERMAL ENVELOPE SHALL BE INSULATED TO AN R -VALUE OF   AT LEAST R-10. ROOF INSULATION SHALL NOT BE INSTALLED   ON A   SUSPENDED CEILING WITH REMOVABLE CEILING PANELS.       COMMENT-ROOF INSULATION CANNOT BE USED IN THE   SUSPENDED CEILING.   PLEASE PROVIDE THE ROOF INSULATION MINIMUM OF R-10 AS   NOTED FBC 13-404.1 ABOVE.           23   FBC BUILDINGTABLE 601       COMMENT-DEFINE FIRE RESISTANT RATING FOR STEEL TUBE   COLUMNS           24   FBC BUILDING TABLE 2304.7(3)       COMMENTS IDENTIFY STRUCTURAL PANEL SHEATHING BY ITS   RATING AND THIS TABLE FOR USE ON THIS PROJECT           25   FBC BUILDING 2121.2.5.1 PARAPET WALLS.   MASONRY PARAPET WALLS SHALL BE NOT LESS THAN 8 INCHES   THICK, SHALL BE REINFORCED WITH MINIMUMTIE COLUMNS   AND SHALL BE COPED WITH A CONCRETE BEAM NOT LESS THAN   64 SQUARE INCHES (.04 M 2 ) IN CROSS- SECTION,   REINFORCED WITH TWO #4 REINFORCING BARS.       COMMENTS- PROVIDE DETAILS FOR ANCHORING THE PARAPET   WALL TO THE BUILDING STRUCTURE Review Stop B BUILDING (STRUCTURAL) Rev No 1 Status F Date 2007-07-29 Cont ID   Sent By jwitmer Date 2007-07-29 Time 20:54 Rev Time 1.22 Received By jwitmer Date 2007-07-29 Time 20:54 Sent To   Notes 2007-07-29 22:08:12 SHELL 7204 S DIXIE HWY/ 07060501   BUILDING PLAN REVIEW   PERMIT: 07060501   ADD: 7204 S DIXIE HWY   CONT: BENCHMARK CUSTOM BUILDERS   TEL: (954)802-0723           FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2006 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       REVIEW   ACTION: DENIED       1)--- VERY IMPORTANT STATEMENT ---   PLEASE DO NOT IGNORE!   WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &   REMOVE & REPLACE ANY PAGES AS NECESSARY. A TRANSMITTAL   LETTER LISTING THE ORIGINAL REVIEW COMMENT NUMBER, WITH   A DESCRIPTION OF THE REVISION MADE, IDENTIFYING THE   SHEET OR SPECIFICATION PAGE WHERE THE CHANGES CAN BE   FOUND WILL HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR   YOUR ANTICIPATED COOPERATION.       2)FL S S 713.13NOTICE OF COMMENCEMENT, TO BE FILED   WITH THE CLERK OF THE COURT.NOTE: 713.13(2) IF THE   WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS NOT   ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE RECORDING   THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: 713.13(6)   THE POSTING OF THE NOTICE OF COMMENCEMENT AT THE   CONSTRUCTION SITE BEFORE THE FIRST INSPECTION.       3) ADDITIONAL INFORMATION REQUIRED. THE PERMIT   APPLICATION INDICATES A SHELL BUILDING WHILE THE PLANS   INDICATE THIS TO BE A PHASED, PHASE I A COMMERCIAL   FIRST FLOOR AND A PHASE II RESIDENTIAL   SECOND FLOOR, ARE BOTH PHASES TO BE CONSIDERED WORK   UNDER THIS PERMIT?       4)110.2* W. P. B. ADMINISTRATIVE CODE, INFORMATION   THAT IS REQUIRED FOR RECORD KEEPING & FOR CERTIFICATE   OF OCCUPANCY:   A) THE EDITION OFTHE CODE UNDER WHICH   THE PROJECT IS DESIGNED.   B) THE USE AND OCCUPANCY, IN ACCORDANCE   WITH THE PROVISIONS OF CHAPTER 3.   C) THE TYPE OF CONSTRUCTION AS DEFINED   IN CHAPTER 6, TABLE 601.   D) THE OCCUPANT LOAD, SEE 1004.   E) IF AN AUTOMATIC SPRINKLER SYSTEM IS   PROVIDED   F) WHETHER THE SPRINKLER SYSTEM IS REQUIRED.   G) ANY SPECIAL STIPULATIONS & CONDITIONS   OF THE BUILDING PERMIT   H) NUMBER OF UNITS   I) NUMBER OF FLOORS   J) SQ. FT. LIV SPACE/ FL   K) SQ. FT. FOOTPRINT       4) SHEET S-1 NOTE# 19 INDICATES THERE SHALL BE A   SPECIAL INSPECTOR FOR THE REINFORCED MASONARY SHALL BE   PROVIDED. ALSO, PLEASE ARRANGE WITH HAROLD PISKURA   (INSPECTION SERVICES MANAGER - TEL: 561 805 6711), A   MEETING INVOLVING THE OWNER, SPECIAL INSPECTOR,   CONTRACTOR AND ENGINEER.       5) FBC 1802.2.1 QUESTIONABLE SOILS, WHERE THE   SAFE-SUSTAINING POWER OF THE SOIL IS IN DOUBT, OR WHERE   A LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED IN THIS   CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL REQUIRE   THAT THE NECESSARY INVESTIGATION BE MADE. SUCH   INVESTIGATION SHALL COMPLY WITH THE PROVISIONS OF   SECTIONS 1802.4 THROUGH 1802.6 .       6) ) 109.3.10* IMPACT OF CONSTRUCTION.   ALL CONSTRUCTION ACTIVITY REGULATED BY   THIS CODE SHALL BE PERMORMED IN A MANNER   SO AS NOT TO ADVERSELY IMPACT THE   CONDITION OF ADJACENT PROPERTY, UNLESS   SUCH ACTIVITY IS PERMITTED TO AFFECT   SAID PROPERTY PURSUANT TO A CONSENT BY   THE APPLICABLE PROPERTY OWNER, UNDER   TERMS & CONDITIONS AGREEABLE TO THE   APPLICABLE PROPERTY OWNER.THIS INCLUDES   BUT IS NOT LIMITED TO THE CONTROL OF   DUST, NOISE, WATER OR DRAINAGE RUN-OFF,   DEBRIS, AND THE STORAGE OF CONSTRUCTION   MATERIALS. NEW CONSTRUCTION ACTIVITY   SHALL NOT ADVERSELY IMPACT HISTORIC   SURFACE WATER DRAINAGE FLOWS SERVING   ADJACENT PROPERTIES, & MAY REQUIRE   SPECIAL DRAINAGE DESIGN COMPLYING WITH   ENGINEERING STANDARDS TO PRESERVE THE   POSITIVE PATTERNS OF THE AFFECTED SITES. ACCORDINGLY,   DEVELOPERS, CONTRACTORS,   AND OWNERS OF ALL NEW RESIDENTIAL   DEVELOPMENT, INCLUDING ADDITIONS, POOLS,   PATIOS, DRIVEWAYS, DECKS, OR SIMILAR   ITEMS, ON EXISTING PROPERTIES RESULTING   IN A DECREASE IN EXCESS OF 800SQ FT OF   PERMEABLE LAND AREA ON ANY PARCELL SHALL   AS A PERMIT CONDITION, PROVIDE A   PROFESSIONALLY PREPARED DRAINAGE PLAN   CLEARLY INDICATING COMPLIANCE WITH THIS   PARAGRAPH. UPON COMPLETION OF THE   IMPROVEMENT, A CERTIFICATE FROM A   LICENSED ENGINEER SHALL BE SUBMITTED TO   THE INSPECTOR IN ORDER TO RECEIVE   APPROVAL OF THE FINAL INSPECTION.       7)109.3.10.1 HURRICANE PROTECTION.   IT SHALL BE UNLAWFUL FOR ANY PERSON TO   ALLOW CONSTRUCTION RELATED MATERIALS   EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR   OTHERWISE UNSECURED AT A CONSTRUCTION   SITE FROM 24 HRS. AFTER A HURRICANE   WATCH HAS BEEN ISSUED UNTIL THE   HURRICANE WATCH OR WARNING HAS BEEN   LIFTED. ALL SUCH CONSTRUCTION MATERIALS,   EQUIPMENT AND DEBRIS SHALL BE EITHER   REMOVED FROM THE CONSTRUCTION SITE OR   SECURED IN SUCH A MANNER AS TO MINIMIZE   THE DANGER OF SUCH CONSTRUCTION   MATERIALS, EQUIPMENT AND DEBRIS CAUSING   DAMAGE TO PERSONS OR PROPERTY FROM HIGH   WINDS.   ANY PERSONS WHO FAILS TO COMPLY TO   REMOVE OR SECURE THE CONSTRUCTION   MATERIALS EQUIPMENT AND DEBRIS WITHIN   24 HRS AFTER A HURRICANE WATCH HAS BEEN   ISSUED SHALL BE SUBJECT TO A FINE NOT TO   EXCEED $500.00.   IN ADDITION TO THE ABOVE, A LICENSED   CONTRACTOR WHO VIOLATES THIS SECTION   SHALL BE SUBJECT TO DISCIPLINE PURSUANT   TO SECTION 113 OF THIS CHAPTER.       8)BOTH C1 & C2 BOTH INDICATE THIS JOBSITE LOCATION TO   BE ON NORTH DIXIE HWY, PLEASE CORRECT.       9)SHEET A-2 INDICATES A MECHANICAL EQUIPMENT STAND   WITH A NOTE SEE M-2 FOR DETAIL, MISSING SHEET M-2.       10) SHEET A-2 ALSO INDICATES THE USE OF AN ATTACHED   LADDER PLEASE PROVIDE MANUFACTURERS SPECS. 106.1.2   ADDITIONAL INFORMATION REQUIRED.       11)PRODUCT APPROVALS SUBMITTED WITH PERMIT   APPLICATION AFTER OCTOBER 1, 2003 ARE REQUIRED TO   COMPLY WITH THE FLORIDA   PRODUCT APPROVAL SYSTEM. FOR INFORMATION PLEASE SEE THE   STATE WEBSITE AT WWW.FLORIDABUILDING.ORG. PRODUCTS WITH   STATEWIDE APPROVAL ARE REQUIRED TO BE   SUBMITTED WITH A COVER SHEET THAT LISTS THE PRODUCT   IDENTITY NUMBER FROM THE STATE. IF THE PRODUCT DOES NOT   HAVE STATEWIDE APPROVAL, SUBMIT AN APPLICATION FOR   LOCAL PRODUCT APPROVAL OR SITE   SPECIFIC FORM PER RULE 9B-72. SEE   WWW.FLORIDABUILDING.ORG       12)FL BLD CODE 1609.1.4: COMPONENTS & CLADDING,   PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT INSPECTOR)   OF PRODUCT TESTING REPORTS ,MISSING REPORTS ARE AS   FOLLOWS:       A) STOREFRONT- NOTE THE STOREFRONT REPORT NOA   04-0331.02 SECTION (3) CALCULATIONS HAS NOT BEEN   VERIFIED UNDER THE 2004 FBC. THE ANCHOR CALCULATIONS   WERE UNDER THE 2001 FBC WHEN FASTENERS WERE STILL   TAKING THE 1 1/3 INCREASE PLEASE VERIFY THAT THE ANCHOR   CALCULATION WILL COMPLY WITH THE 2004 FBC. 1606.3.1.1   LOAD REDUCTION.   WHEN STRUCTURAL EFFECTS DUE TO TWO OR MORE LOADS IN   COMBINATION WITH DEAD LOAD ARE INVESTIGATED IN LOAD   COMBINATIONS OF 1605.3.1.1 THE COMBINED PLIED BY 0.75   PLUS EFFECTS DUE TO DEAD   LOADS SHALL NOT BE LESS THAN THE EFFECTS FROM THE LOAD   COMBINATION OF THE DEAD LOAD PLUS THE LOAD PRODUCING   THE LARGEST EFFECTS. INCREAS IN ALLOWABLE STRESS   SPECIFIED IN THE MATERIALS SECTIONS OF THIS CODE OR A   REFRENCED STANDARD SHALL NOT BE USED WITH THESE LOAD   COMBINATIONS EXCEPT THAT A DURATION OF LOAD INCREASE   SHALL BE PERMITTED IN ACCORDANCE WITH CHAPTER 23.       B) DH-350 ALUMINUM OUTSWING DOOR & TRANSOM REQUIRES   FLORIDA COVER SHEET.       C) EXTERIOR METAL CORE DOOR       D) PRE-ENGINEERED A/C STANDS       E) GLASS BLOCK       F) TRUSS ANCHORS OR BUCKETS       G) ROOFING ASSEMBLIES       13) SHEET A-9 DETAIL# 5 INDICATES 2'X8' WOOD JOIST @   2'-0" O. C. BUT THERE IS NO INFORMATION HOW THEY WILL   BE SECURED IN PLACE?   106.1.2* ADITIONAL INFORMATION REQUIRED.       14) SHEET A-2 STORAGE ROOM# 2THE DOOR ON THE RIGHT   SIDE IS MISSING THE REQUIRED 18" SEE :   11-4.13.6 MANEUVERING CLEARENCES   AT DOORS. MINIMUM MANEUVERING CLEARANCES   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 CLEARANCES SHALL BE   CLEAR & LEVEL.       15)BEFORE A PERMIT TO CONSTRUCT, MAY   BE ISSUED, IMPACT FEES MUST BE PAID TO   PALM BEACH COUNTY. THE ACTUAL PERMIT   SET OF PLANS MUST BE STAMPED BY THAT   OFFICE, AND A COPY OF THE PAID RECEIPT   ATTACHED TO THE PERMIT APPLICATION.   PLEASE CALL (561)233-5025 FOR MORE   INFORMATION.       A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A   RESULT OF THE ADDITIONAL INFORMATION REQUESTED   ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF   THIS REVIEW.       BUILDING PLAN REVIEW II   JIM WITMER C. B. O.       TEL: (561)805-6715   FAX: (561)659-8026   E-MAIL: [email protected] Review Stop E ELECTRICAL Rev No 4 Status P Date 2008-04-03 Cont ID   Sent By dpalmer Date 2008-04-03 Time 19:02 Rev Time 0.00 Received By dpalmer Date 2008-04-03 Time 19:02 Sent To   Notes 2008-04-03 19:03:16 2008-04-03 19:03:16       ELECTRICAL PLANS STAMPED , ENERGY CALCS OK FOR   ELECTRICAL. Review Stop E ELECTRICAL Rev No 3 Status F Date 2008-02-11 Cont ID   Sent By dpalmer Date 2008-02-09 Time 08:42 Rev Time 0.00 Received By dpalmer Date 2008-02-09 Time 08:42 Sent To   Notes 2008-02-11 08:42:54 ** DENIED**       ** PLEASE SEE THE NOTES BELOW. IF ALL OTHER TRADES PASS   THEIR REVIEWS PLEASE CONTACT THIS REVIEWER.       1) NOTE: PLEASE SEE THE SUBMITTED ENERGY CALCULATIONS   NEEDS TO COORDINATE WITH THE SUBMITTED PLANS. PLEASE   SEE FOR EXAMPLE INTERIOR FIXTURES ON PLANS CALL FOR   11-100 WATT FIXTURES, YET THE INPUT DATA REPORT SHOWS   9.   PLEASE SEE THE CERTIFICATION SHEET PAGE #3 NEEDS TO   CONTAIN THE SIGNATURE, DATE AND SEAL FROM THE ENGINEER   MR. BUCHANAN. THE SEAL WAS PLACED ON COVER SHEET WHICH   IS OK, HOWEVER THIS NEEDS TO BE ON THE CERTIFICATION   SHEET AS STATED.   13-103.1.1.1, FAC 61G15-23.002, FS 471.025   PLEASE COMPLETE THE FIXTURE LEGENDS WITH THE TYPE OF   FIXTURES WITH MORE DETAIL THAN ONLY STATING IT IS A   100W FIXTURE OR SIMPLY A 75 WATT FIXTURE. PLEASE BE   SURE TO CORRELATE WITH THE IDR.       2) NOTE: PLEASE SUBMIT LIGHTING CONTROL DETAIL FOR THE   OCCUPANCY SENSORS IN SPACE. COULD NOT LOCATE ANY RELAY   DETAIL FOR POWER PACKS, WIRING METHODS ETC. WILL THESE   BE LOW VOLTAGE TO POWER PACKS? WILL THESE BE 120V UNITS   HARDWIRED? THIS IS THE SAME FOR THE TYPE OF DEVICE   WHICH IS SHOWN IN SYMBOL LEGEND AS SM FOR WALL   CONTROL.   13-415.1.ABC.1.1, .1.2   FBC 106.1.2, 106.3.5.1.2 FOR ADDITIONAL INFORMATION AND   COORDINATION.       3) NOTE: PLEASE SEE THE VA LOAD SHOWN ON PANEL SCHEDULE   FOR HS-5 SHOWS 720 VA YET THE REVISED LOADS ON FIXTURES   FOR OUTSIDE WALKWAYS ADDS UP TO A LOAD OF 900VA.   IT IS VERY WELL THE SERVICE AND PANEL IS SIZED OK FOR   LOAD, HOWEVER THIS NEEDS TO BE REVISED TO COORDINATE.   NEC 220,   FBC 106.3.5.1.2, 106.1.2       ** PLEASE KNOW SOME OF THE ABOVE ITEMS MAY BE ABLE TO   BE SET UP AS A *PROVISO*, HOWEVER THERE ARE FEW ITEMS   WHICH MUST BE ADDRESSED AT THIS TIME. IF*ALL *OTHER   REVIEWS PASS REVIEWS, PLEASE CONTACT THIS REVIEWER TO   GO OVER WHAT WILL BE NEEDED FOR PERMIT ISSUANCE AND   OTHER ITEMS CAN BE PART OF A *PROVISO*.       IF THERE ARE ANY QUESTIONS, PLEASE DO NOT HESITATE IN   CONTACTING THIS REVIEWER DIRECTLY AT THE INFORMATION   PROVIDED BELOW.       DEWEY PALMER   ELECTRICAL PLAN REVIEW II   CONSTRUCTION SERVICES DEPARTMENT   CITY OF WEST PALM BEACH   561-805-6717   [email protected]   561-805-6717 Review Stop E ELECTRICAL Rev No 2 Status F Date 2007-10-05 Cont ID   Sent By dpalmer Date 2007-10-05 Time 09:01 Rev Time 0.00 Received By dpalmer Date 2007-10-04 Time 10:59 Sent To   Notes 2007-10-05 09:02:03     *** DENIED 2ND REVIEW ***       ** PLEASE SEE SOME ITEMS FROM PREVIOUS REVIEW STILL   NEED TO BE ADDRESSED.           1) NOTE:PLEASE SEE COMMENT #3 FROM PREVIOUS REVIEW   WHICH SPECIFICALLY REQUESTED NOT TO ATTACH PRODUCT   APPROVALS AND SUPPORTING DOCUMENTS DOWN THE LEFT HAND   SIDE OF PLANS. THESE WERE REMOVED BY THIS OFFICE ON THE   TWO NEW SETS. PLEASE SEE THE PREVIOUS NOTE #3 BELOW.       ** PREVIOUS REVIEW NOTE **   PLEASE SUBMIT ONLY COMPLETED SIGNED, DATED AND SEALED   SETS COMPLETELY BOUND TOGETHER.   PLEASE DO NOT SUBMIT COPIES OF PLANS.   PLEASE DO NOT ATTACHED PRODUCT APPROVALS, ENERGY   CALCULATIONS AND OTHER SUPPORTING DOCUMENTS ATTACHED   DOWN THE LEFT HAND SIDE OF PLANS. PLEASE SUBMIT THESE   IN FOLDERS/SPIRAL NOTE BOOKS OR SOME FASHION WHICH WILL   BE SEPARATE FROM PLANS AND EACH SET.   FBC 106.1       2) NOTE: PLEASE CORRELATE ARCHITECTURAL FLOOR PLAN AND   ELECTRICAL FLOOR PLANS. PLEASE SEE A SHEET INDICATES   TENANT /BAY WALLS BEING INSTALLED YET THESE WALLS ARE   NOT ON ELECTRICAL PLANS.   PLEASE SEE NOTE BELOW WITH RESPECT TO CONTROLS FOR   CHAPTER 13.   FBC 106.1.2       3) NOTE: PLEASE KNOW COMPLIANCE WITH FBC CHAPTER 13 HAS   NOT YET BEEN ACHIEVED.   PLEASE SEE NOTE #4 ABOVE FOR INSTANCE AS COMPLIANCE   WITH 13-415.1.ABC.1.1 AND .1.3 IS NOT POSSIBLE IF THE   WALLS AS SHOWN ON A-SHEETS ARE INSTALLED.   PLEASE SEE THE EXACT SAME ENERGY CALCULATIONS WERE   SUBMITTED BACK WITHOUT BEING REVISED. THESE   CALCULATIONS DO NOT COORDINATE WITH PLANS ON SEVERAL   ITEMS.   PLEASE SEE THE ADDRESS IS NOT COMPLETE.   PLEASE SEE THE SQ FT DOES NOT CORRELATE WITH PLANS WITH   ARCHITECTURAL OR ELECTRICAL.   PLEASE SEE THE INFORMATION ON THE INPUT DATA REPORT   DOES NOT CORRELATE FOR FIXTURES, WATTAGE, ETC. FOR   EXAMPLE, THE PLANS ARE MISSING A FIXTURE LEGEND FOR ALL   TYPES OF FIXTURES SO ACTUAL INPUT ON THE IDR CAN NOT BE   VERIFIED AT THIS TIME.   PLEASE ALSO SEE FOR EXAMPLE THE EXTERIOR LIGHTING WHICH   STILL DOES NOT MATCH WITH PLANS FOR NUMBER OF FIXTURES   ETC.   PLEASE SEE 13-415.1.B, 13-415.2, 13-415.2.ABC.1.3   PLEASE SEE AS PREVIOUSLY NOTED, PLEASE BE SURE ALL ARE   SIGNED, DATED AND SEALED ON THE *CERTIFICATION SHEET*,   ALONG WITH OWNER AGENT.   13-103.1.1.1, FS 471.025   THESE WERE THE SAME COMMENTS FROM PREVIOUS REVIEW NOTE   #5.       4) NOTE:PLEASE SEE AS NOTED ON PREVIOUS REVIEW, IF   BUILDING IS REQUIRED TO HAVE A FIRE ALARM SYSTEM   INSTALLED EVEN THOUGH THIS IS TO BE DONE A SEPARATE   PERMIT, THE BASE PLANS ARE REQUIRED UNDER THE FBC   106.3.5.1.2 AND FLORIDA STATUTES 633 TO CONTAIN A BASE   SYSTEM AND BASE COMPLIANCE. IF REQUIRED PER OTHER   CODES, THE MINIMUM LOCATIONS AND LEVELS OF DEVICES ARE   REQUIRED TO BE SHOWN FOR ADA COMPLIANCE.   AS STATED ABOVE, THIS IS ONLY IF A SYSTEM IS REQUIRED.   THE PLANS DO INDICATE A FA SYSTEM WILL BE INSTALLED.   **PREVIOUS NOTE **   PLEASE KNOW IF THERE IS ANY FIRE SPRINKLER OR FIRE   ALARM PLANS WHICH MAY BE REQUIRED UNDER A SEPARATE   PERMIT THE BASE BUILDING PLANS SHALL INDICATE THE   MINIMUM LEVELS AND LOCATIONS PER FBC 11-4.28.1, .2 AND   .3(4).   PLEASE DO NOT QUOTE THE CODE IN LIEU OF SHOWING   REQUIRED INFORMATION.       5) NOTE: PLEASE SEE SHEET E-3 WHICH IS MISSING BUILDING   LAYOUT FROM PLANS.   PLEASE SEE THE TITLE BLOCK ON THIS SAME SHEET IS ALSO   MISSING THE ADDRESS AS SHOWN ON OTHER SHEETS.       ** PLEASE BE SURE TO SEE ANY POSSIBLE COMMENTS FROM   OTHER TRADES WHICH MAY AFFECT ELECTRICAL PLANS.   IF THERE ARE ANY QUESTIONS, PLEASE CONTACT THIS   OFFICE/REVIEWER.       * ** IMPORTANT**   ONCE ALL REVIEWS ARE DONE AND PLANS ARE PICKED UP FOR   CORRECTIONS, PLEASE BE SURE TO COMPLETELY REMOVE ALL   OLD/VOIDED SHEETS AND ONLY INSERT NEW REVISED SHEETS   INTO TWO COMPLETE SETS FOR REVIEW AND STAMPING. DO NOT   LEAVE ANY OLD/VOIDED SHEETS IN SETS.   PLEASE KNOW ONLY ONE SET OF THE OLD/VOIDED SHEETS   SHOULD BE SUBMITTED FOR REFERENCE.   THIS WILL HELP IN THE REVIEW PROCESS AND AVOID ANY   DELAYS.       DEWEY PALMER   ELECTRICAL PLAN REVIEW II   CONSTRUCTION SERVICES DEPT.   CITY OF WEST PALM BEACH   561-805-6717   [email protected] Review Stop E ELECTRICAL Rev No 1 Status F Date 2007-07-01 Cont ID   Sent By dpalmer Date 2007-07-01 Time 11:56 Rev Time 0.00 Received By dpalmer Date 2007-07-01 Time 11:08 Sent To   Notes 2007-07-01 11:57:01         *** UNSAT ***           *** PLEASE NOTE: AS THERE IS INFORMATION NOT YET   SUBMITTED FOR REVIEW, THERE MAY VERY WELL BE NEW   COMMENTS ON THE NEXT REVIEW AS THESE ITEMS CAN NOT BE   REVIEWED AT THIS TIME.           1) NOTE: PLEASE SEE THE SUBMITTED DOCUMENTS REQUIRE THE   CODES TO BE STATED ON PLANS. PLEASE SEE THE FOLLOWING   ARE REQUIRED FOR ELECTRICAL AND OTHERS WILL BE REQUIRED   FOR OTHER TRADES. PLEASE KNOW AS OF DECEMBER 8TH, 2006   THE STATE ADOPTED THE 2006 REVISIONS TO THE 2004 FBC   AND THE 2005 NFPA-70. PLEASE LIST THE FOLLOWING 2004   FBC W/ 2006 REVISIONS.   2005 NFPA-70   2003 NFPA-101   2002 NFPA-72       2) NOTE: PLEASE SEE THE APPLIED VALUE FOR COMPLETE   SCOPE OF WORK AS APPLIED ON PERMIT APPLICATION SHALL   INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, DESIGN COST   ETC. THIS APPLIES EVEN IS ANY IS SUPPLIED BY THE OWNER   AND NO COST TO CONTRACTOR.   PLEASE SEE FBC 108.3 AS THIS VALUE MAY BE ADJUSTED BY   THE ADOPTED GUIDES UNDER THE FLORIDA BUILDING CODE.       3) NOTE:PLEASE SUBMIT ONLY COMPLETED SIGNED, DATED   AND SEALED SETS COMPLETELY BOUND TOGETHER.   PLEASE DO NOT SUBMIT COPIES OF PLANS.   PLEASE DO NOT ATTACHED PRODUCT APPROVALS, ENERGY   CALCULATIONS AND OTHER SUPPORTING DOCUMENTS ATTACHED   DOWN THE LEFT HAND SIDE OF PLANS. PLEASE SUBMIT THESE   IN FOLDERS/SPIRAL NOTE BOOKS OR SOME FASHION WHICH WILL   BE SEPARATE FROM PLANS AND EACH SET.   FBC 106.1       4) NOTE: PLEASE SEE THE TITLE BLOCKS FOR ALL TRADES ARE   TO BE COMPLETE WITH ALL INFORMATION AS REQUIRED PER FAC   61G1-16.004, 61G15-23.002 AND FLORIDA STATUTES 481.219   AND 471.023.   PLEASE SEE MISSING TITLE BLOCK INFORMATION FOR   LANDSCAPE ARCHITECT.   PLEASE SEE THE PLANS SUBMITTED FOR LANDSCAPE SHEETS ARE   IN FACT PHOTO-COPIES IN ALL SETS OF WHAT SHOULD BE   SIGNED, DATED AND SEALED PLANS.   FS 481.221.       5) NOTE: PLEASE SEE FBC 2004 W/2006 REVISION FOR   COMPLIANCE WITH CHAPTER 13. PLEASE SEE   13-415.1.ABC.1.1, .1.2 AND .1.3 FOR REQUIRED LIGHTING   CONTROLS WHICH ARE MISSING FROM PLANS AT THIS TIME.   PLEASE SEE THE DEVICE AS NOTED ON PLANS DO NOT SHOW UP   IN THE SYMBOL LEGEND, SO THE DEVICES CAN NOT BE   VERIFIED AT THIS TIME.   PLEASE SUBMIT ALL INFORMATION IF A SYSTEM IS INSTALLED.   IF ONLY OS TYPE DEVICES, PLEASE COMPLETE THE   INFORMATION ON THESE.   PLEASE BE SURE TO DETAIL THE WIRING OF ALL EMERGENCY   AND EXIT LIGHTS AHEAD OF THESE DEVICES.   PLEASE SUBMIT ANY TIMED SCHEDULING.   PLEASE SUBMIT TIME ON DEVICES AND/OR OVER RIDE DEVICES.   PLEASE SEE THE SECTIONS GIVEN FOR THE MAXIMUM TIMES   PERMITTED.   PLEASE SUBMIT COMPLETED FIXTURE LEGENDS FOR ALL   FIXTURES WHICH ARE TO CONTAIN ALL INFORMATION ON THESE   FIXTURES AND WILL NEED TO CORRELATE WITH LIGHTING   PERFORMANCE CALCULATIONS FOR COMMON AREAS.   PLEASE SEE NUMBER OF LUMINARIES, THE TYPE OF   LUMINARIES, THE CONTROL OF LUMINARIES AS STATED ON THE   ENERGY CALCULATIONS DO NOT CORRELATE WITH THE PLANS AS   SUBMITTED.   PLEASE SUBMIT ENERGY CALCULATIONS/PERFORMANCE   CALCULATIONS PLEASE KNOW WHEN THE ENERGY CALCULATIONS   ARE CORRECTED AND SUBMITTED THE OWNER AGENT IS REQUIRED   TO BE SIGNED ON EACH. 13-103.1.1.1   PLEASE SEE THE SHEET 3 FOR CERTIFICATIONS FROM ALL   DESIGNER(S) IS THE SHEET WHICH IS REQUIRED TO BE   SIGNED, DATED AND SEALED.   13-415.1.AB.1.1, 13-415.1.C, 13-415.2.       6) NOTE: PLEASE SEE 13-413.1.ABC.1 OF THE FBC CHAPTER   13. PLEASE SUBMIT WORST CASE SCENARIO FOR VOLTAGE DROP   ON FEEDERS AND BRANCH CIRCUITS.       7) NOTE: PLEASE SUBMIT COMPLETED PHOTO-METRICS FOR ALL   EGRESS PATHS FROM UNITS WHICH ARE BEING NOTED ON PLANS   AS FUTURE DWELLING UNITS UPSTAIRS.   PLEASE SEE NFPA-101 7.8.1.3, 7.9.2.2 FOR STAIRS.   PLEASE SUBMIT AND INDICATE LEVELS UNDER NORMAL AND   EMERGENCY.   PLEASE SEE THERE IS NOT LIGHTING SHOWNFOR STAIRS   PLEASE SEE 700.12F, 700.16       PLEASE SEE NOT #5 ABOVE WITH RESPECT TO THE TYPE OF   FIXTURES AND THE FIXTURE LEGEND TO BE COMPLETED.       8) NOTE: PLEASE SEE AS PLANS ARE INCOMPLETE FOR ANY   NOTES ON FUTURE UPSTAIRS UNITS ETC, THE ADDITIONAL   SERVICE AS SHOWN ON PLANS AND RISER AS FUTURE IS NOT   GRANTED AT THIS TIME.   PLEASE COMPLETE PLANS WITH THE FUTURE INFORMATION AND   INFORMATION TO DETERMINE WHETHER OR NOT THE ADDITIONAL   SERVICE AS SHOWN MAY BE GRANTED. AT THIS TIME THIS IS   NOT PERMITTED AS SHOWN ON PLANS AND RISER.   230.2, 230.70, 220, ETC.       9) NOTE: PLEASE VERIFY IF A CT WILL BE ON RISER FOR THE   LINE SIDE OF THE 800A MDP.   FBC 106.3.5.1.2 (FPL REQUIRED?)       10) NOTE: PLEASE SEE GROUNDING ELECTRODE SYSTEM NOTES   *STRUCTURAL STEEL*WHICH IS OK AND REQUIRED IF PRESENT   PER 250.50 HOWEVER PLEASE CLARIFY IF THIS IS MEANT TO   BE THE *FOOTER STEEL* ?       11) NOTE: PLEASE KNOW IF THERE IS ANY FIRE SPRINKLER OR   FIRE ALARM PLANS WHICH MAY BE REQUIRED UNDER A SEPARATE   PERMIT THE BASE BUILDING PLANS SHALL INDICATE THE   MINIMUM LEVELS AND LOCATIONS PER FBC 11-4.28.1, .2 AND   .3(4).   PLEASE DO NOT QUOTE THE CODE IN LIEU OF SHOWING   REQUIRED INFORMATION.       12) NOTE: PLEASE SUBMIT/INDICATE ALL OF THE REQUIRED   AIC RATINGS FOR SERVICE EQUIPMENT/MAINS AND BRANCH   BREAKERS.   110.9.   FBC 106.1.2, 106.3.5.1.2       13) NOTE: PLEASE SUBMIT WIND LOAD ENGINEERING FOR SITE   LIGHT POLES.PLEASE KNOW THESE WILL BE REVIEWED BY   BUILDING REVIEWER AND WILL BE REQUIRED TO MEET THE FBC   140MPH MIN FOR 3-SEC GUST, 120 SUSTAINED OR ABOVE. FBC   106.1.2               *** PLEASE KNOW AS THERE ARE SEVERAL DESIGN CHANGES   REQUIRED AND THERE ARE NUMEROUS ITEMS ON PLANS WHICH   ARE NOT COMPLETE THERE MAY VERY WELL BE NEW COMMENT SON   THE FOLLOWING REVIEW.       * ** IMPORTANT**   ONCE ALL REVIEWS ARE DONE AND PLANS ARE   PICKED UP FOR CORRECTIONS, PLEASE BE   SURE TO COMPLETELY REMOVE ALL OLD/VOIDED   SHEETS AND ONLY INSERT NEW REVISED   SHEETS INTO TWO COMPLETE SETS FOR REVIEW   AND STAMPING. DO NOT LEAVE ANY   OLD/VOIDED SHEETS IN SETS.   PLEASE KNOW ONLY ONE SET OF THE   OLD/VOIDED SHEETS SHOULD BE SUBMITTED   FOR REFERENCE.   THIS WILL HELP IN THE REVIEW PROCESS AND   AVOID ANY DELAYS.       ** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR   COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF   THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,   NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO   NOT HESITATE IN CONTACTING THIS OFFICE AND THIS   REVIEWER.       ** PLEASE BE SURE TO SEE ANY COMMENTS FROM OTHER TRADES   WHICH MAY AFFECT ELECTRICAL PLANS AND DESIGN CHANGES.       DEWEY PALMER   ELECTRICAL PLAN REVIEW II   CONSTRUCTION SERVICES DEPT.   CITY OF WEST PALM BEACH   561-805-6717   [email protected] Review Stop ENG ENGINEERING CSD Rev No 5 Status P Date 2008-05-15 Cont ID   Sent By rchokshi Date 2008-05-15 Time 14:42 Rev Time 0.00 Received By rchokshi Date 2008-05-15 Time 14:36 Sent To B Notes 2008-05-15 14:41:56 PASSED, WITH FOLLOWING PROVISO:   PLEASE MAKE SUREYOU CORRECT ITEM #1 & ITEM#3 OF   MOCK-ROOS FOLLOWING LETTER   RASIK CHOKSHI 805-6723       MARTIN PILOTE, P.E.   GLOBE ENGINEERING, INC.   N. LAUDERDALE, FL       HI MARTIN:       THE FOLLOWING LETTER IS FROM OUR CONSULTANT MOCK-ROOS.   THEY MADE SOME MINOR COMMENTS ON YOUR WATER QUALITY   CALCULATIONS.THEREFORE, WE ASK YOU TO INCORPORATE   THEIR ITEM #1 & ITEM # 3 STATED IN MOCK ROOS'S   FOLLOWING LETTER FOR YOUR WATER CALCULATION PACKAGE AND   YOUR DRAWINGS. HOWEVER, WE HAVE PROVISIONALLY APPROVED   YOUR PLANS THAT YOU WILL CORRECT THE STORM WATER   CALCULATIONS AND DRAWINGS SUGGESTED BY MOCK-ROOS AS   SOON AS POSSIBLE.   THANKS,       RASIK       MAY 6, 2008   MR. EMERY FABIAN   CITY OF WEST PALM BEACH   ENGINEERING PROJECT COORDINATOR   1000 - 45TH STREET, SUITE 15   WEST PALM BEACH, FL 33407   REF. NO. W7700.16   SUBJECT: FOREST POINT DRAINAGE REVIEW   DEAR EMERY:   WE HAVE COMPLETED OUR REVIEW OF THE PLANS AND   CALCULATIONS PROVIDED FOR THE ABOVE REFERENCED   PROJECT. OUR OBSERVATIONS ARE AS FOLLOWS:   1. THE PROPOSED EXFILTRATION TRENCH DETAIL SPECIFIES   ONLY 12 INCHES OF BACKFILL OVER THE TRENCH, RATHER   THAN THE 18 INCHES THAT IS SPECIFIED BY THE SFWMD   TYPICAL EXFILTRATION TRENCH DETAIL.   2. NO GEOTECHNICAL REPORT WAS PROVIDED TO SUBSTANTIATE   THE HYDRAULIC CONDUCTIVITY (K VALUE) OR THE   GROUND WATER TABLE LEVEL. HOWEVER, THE K VALUE APPEARS   TO BE CONSERVATIVE.   3. THE CALCULATIONS INDICATE THAT THE PROPOSED SITE   PROVIDES STORAGE FOR UP TO THE 10-YEAR/1-DAY   RAINFALL EVENT. HOWEVER, THIS CALCULATION IS BASED ON   AN EFFECTIVE HEAD VALUE OF 10.2? (INLET GRATE   ELEVATION LESS THE GROUND WATER ELEVATION). IT IS MORE   CONVENTIONALLY ACCEPTED THAT THIS VALUE   SHOULD BE THE INLET GRATE ELEVATION LESS THE BOTTOM OF   THE TRENCH, 16.25? ? 9.75 = 6.5?. USING THE   LOWER VALUE, THE PROPOSED VOLUME OF THE TRENCH IS   SUFFICIENT FOR THE 5-YEAR/1-HOUR, WHICH IS THE   SFWMD CRITERION FOR PARKING AREAS, AND IT IS ALSO   ENOUGH STORAGE VOLUME TO PROVIDE FOR THE   RUNOFF FROM THE 5-YEAR/1-DAY; HOWEVER, IT IS NOT ENOUGH   FOR THE 10-YEAR/1-DAY EVENT RUNOFF. ANY   RUNOFF IN EXCESS OF THE 5-YEAR/1-DAY WILL LEAVE THE   SITE. THE PLANS DO NOT INDICATE THE OFF-SITE FLOW   PATTERN AND IT IS UNKNOWN IF THE DISCHARGE FLOWS TO THE   CITY?S SYSTEM OR THAT OF FDOT.   ALL THINGS CONSIDERED, THE PROPOSED DRAINAGE MEETS   SFWMD WATER QUALITY CRITERIA, PROVIDES THE   MINIMUM LEVEL OF PARKING PROTECTION AND WILL BE AN   IMPROVEMENT OVER THE EXISTING CONDITIONS. WE   RECOMMEND THAT THE CITY CONTINUE TO PROCESS THE   PROPOSED SITE APPLICATION.   IF YOU HAVE ANY QUESTIONS, PLEASE CALL ME AT 683-3113,   EXTENSION 231.   SINCERELY,   MOCK, ROOS & ASSOCIATES, INC.   ALAN D. WERTEPNY, P.E.   AC:JEH SENIOR PROJECT MANAGER Review Stop ENG ENGINEERING CSD Rev No 4 Status F Date 2008-04-04 Cont ID   Sent By rchokshi Date 2008-04-04 Time 14:32 Rev Time 0.00 Received By rchokshi Date 2008-04-04 Time 14:32 Sent To   Notes 2008-04-04 14:32:00 *****FAILED******       1. PLEASE PROVIDE A COPYOF GEO-TECH REPORT AND A   LATESTEST COPY OF STORM STORM WATER QUALITY   CALCULATIONSTOMR. BRAMLEY100045TH STREET   ENGINEERINGFOR THEIR REVIEW.STORM WATER QUALITY   CALS MUST BE APPROVED FROM 45TH STREET BEFORE WE ISSUE   PERMIT.       2. WATER & SEWER PLANS MUST BE APPROVED FROM 45TH   STREET ( EMERY FABIAN ), UTILITY DEPT BEFORE WE   APPROVE.       PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR   PERMITTING PROCESS       RASIK CHOKSHI805-6723 Review Stop ENG ENGINEERING CSD Rev No 3 Status F Date 2008-02-25 Cont ID   Sent By rchokshi Date 2008-02-25 Time 15:39 Rev Time 0.00 Received By rchokshi Date 2008-02-25 Time 15:35 Sent To   Notes 2008-02-25 15:39:13 ****FAILED*****       PLEASE RESPOND REV 2, 10/19/07 COMMENTS TO EXPEDITE   PERMIT PROCESS       RASIK CHOKSHI 805-6723 Review Stop ENG ENGINEERING CSD Rev No 2 Status F Date 2007-10-19 Cont ID   Sent By rchokshi Date 2007-10-19 Time 14:03 Rev Time 0.00 Received By rchokshi Date 2007-10-19 Time 13:36 Sent To   Notes 2007-10-19 14:03:02 ***FAILED**** PLEASE PROVIDE THE FOLLOWING:       1. PLEASE PROVIDE A COPY OF NOTICE OF INTENT (NOI).   PLEASE APPLY AT FDEP, NPDES STORMWATER SECTION FOR   NOI.   YOU CAN GET NOI INFO FROM   WWW.DEP.STATE.FL.US/WATER/STORMWATER/NPDES/   NOTICE OF INTENT DEP FORM 62-621.300(4)(B),   EFFECTIVE MAY 1, 2003   2. FIRST FLOOR ELEVATION=18', PLEASE SHOW IN YOUR WATER   QUALITY CALS. THAT YOU CONSIDEREDCENTER LINE OF ROAD   (CROWN OF THE ROAD), FLOOD ZONE AREA, & 5,10, 25, 100   YEAR FLOOD CRITERIATO DETERMINE THE FIRST FLOOR   ELEVATION. FLOOR ELEVATION SHUOLD BE HIGHER THAN CROWN   OF THE ROAD BY 1', PLEASE SHOW ALL THESE IN CALS &   DRAWINGS.   3. MAKE SURE THESE SITE AREAS SHOWN ON DRAWINGS MUST   MATCH WITH AREAS USED IN STORM WATER QUALITY   CALCULATIONS.   4. ALSO PLEASE SHOW ALL STORM WATER CATCH BASINS   NEAREST AROUND YOUR SITE.   5. PLEASE PROVIDE A COPY OF NPBID PERMIT, OR SFWMD   PERMIT OR ENVOROMENTAL RESOURCE PERMIT , A COPY OF   GEO-TECH REPORT AND A LATESTEST COPY OF STORM STORM   WATER QUALITY CALCULATIONS THAT YOU PROVIDED AT 45TH   STREET. STORM WATER QUALITY CALS MUST BE APPROVED FROM   45TH STREET BEFORE WE ISSUE PERMIT.   6. WATER & SEWER PLANS MUST BE APPROVED FROM 45TH   STREET (MANNY G.), UTILITY DEPT BEFORE WE APPROVED.       PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR   PERMITTING PROCESS       RASIK CHOKSHI805-6723 Review Stop ENG ENGINEERING CSD Rev No 1 Status F Date 2007-07-12 Cont ID   Sent By rchokshi Date 2007-07-12 Time 11:31 Rev Time 0.00 Received By rchokshi Date 2007-07-12 Time 11:19 Sent To   Notes 2007-07-12 11:31:26 ***FAILED**** PLEASE PROVIDE THE FOLLOWING:       1. PLEASE PROVIDE A COPY OF NOTICE OF INTENT (NOI).   PLEASE APPLY AT FDEP, NPDES STORMWATER SECTION FOR   NOI.   YOU CAN GET NOI INFO FROM   WWW.DEP.STATE.FL.US/WATER/STORMWATER/NPDES/   NOTICE OF INTENT DEP FORM 62-621.300(4)(B),   EFFECTIVE MAY 1, 2003   2. PLEASE SHOW ON DRAWINGSTHE LOCATION OF DUMPSTER ,   ITS ENCLOSURE & THEIR DETAILS PER CITY OF WPB, LOCATION   MUST BE ACCESSIBLE FOR PICKUP TRUCK.   3. FIRST FLOOR ELEVATION, CENTER LINE OF ROAD ,   SIDEWALK ELEVATION MUST MEET FLOOD ZONE AREA, & 5,10,   25, 100 YEAR FLOOD CRITERIATO DETERMINE THE FIRST   FLOOR ELEVATION, MUST MEET THESE MINIMUM REQUIREMENTS.   PLEASE SHOW IN YOUR STORM WATER QUALITY CALS.   4. MAKE SURE THESE SITE AREAS SHOWN ON DRAWINGS MUST   MATCH WITH AREAS USED IN STORM WATER QUALITY   CALCULATIONS.   5. PLEASE SHOW ON YOUR DRAWINGS ALL STORM WATER PIPES   AROUND YOUR SITE SO, WE CANSEE THE LAYOUT OF STORM   WATER PIPES.PLEASE SHOW DETAIL OF THE CONTROL   STRUCTURESWITH ELEVATIONS, NOTCHES, BLEEDING   ELEVATION, ETC ON DRAWINGS, DO YOU HAVE EXFILTRATION   TRENCHES. PLEASE SHOW DRY DETENTION/WET DETENTION AREAS   WITH 100% FILL OF STORM WATER ELEVATION IF YOU HAVE IT?   PLEASE TELL US WHERE THE STORM WATER GOES IN CITY CANAL   OR SFWMD CANAL AFTER CONTROL STRUCTURE?   6. ALSO PLEASE SHOW ALL CATCH BASINS NEAREST AROUND   YOUR SITE EVENTHOUGH THEY ARE NOT IN YOUR SITE.   7. PLEASE PROVIDE A COPY OF NPBID PERMIT, OR SFWMD   PERMIT OR ENVOROMENTAL RESOURCE PERMIT , A COPY OF   GEO-TECH REPORT AND A LATESTEST COPY OF STORM STORM   WATER QUALITY CALCULATIONS THAT YOU PROVIDED AT 45TH   STREET.   8. WATER & SEWER PLANS MUST BE APPROVED FROM 45TH   STREET (MANNY G.), UTILITY DEPT BEFORE WE APPROVED   10. PLEASE PROVIDE LATEST COPY OF SET OF CIVIL DRAWINGS   IFTHOSE WERE APPROVED AT 45TH STREET .       PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR   PERMITTING PROCESS       RASIK CHOKSHI805-6723 Review Stop FIRE FIRE DEPARTMENT Rev No 4 Status P Date 2008-04-24 Cont ID   Sent By mwennerg Date 2008-04-24 Time 11:00 Rev Time 0.00 Received By mwennerg Date 2008-04-24 Time 10:59 Sent To   Notes 2008-04-24 11:01:36 STAMPED, SIGNED AND DATED SHEET A-1 Review Stop FIRE FIRE DEPARTMENT Rev No 3 Status F Date 2008-03-18 Cont ID   Sent By mawillia Date 2008-03-18 Time 14:24 Rev Time 0.00 Received By mawillia Date 2008-03-18 Time 13:16 Sent To   Notes 2008-03-18 14:24:07 *****DENIED*****       THE FOLLOWINGS COMMENTS (NOT MARKED OK) TAKEN FROM THE   PREVIOUS FIRE PLAN REVIEW STILL NEED TO BE ADDRESSED:       1.OK       2.OK       3.DISPLAY THE NUMERICAL ADDRESS ON THE APPROPIATE   EXTERIOR ELEVATION WHICH FRONTS SOUTH DIXIE HIGHWAY.   AS PER WEST PALM BEACH CODE, THE ADDRESS NUMBERS SHALL   BE NO LESS THAN 6" IN HEIGHT AND NO LESS THAN 1" IN   WIDTH.       4.LIFE SAFETY SHALL COMPLY WITH NFPA 101, 2003   EDITION.ADD TO PROJECT INFORMATION UNDER APPLICABLE   CODES (COVER & TITLE SHEET)       5.CONSTRUCTION, ALTERATION, AND DEMOLITION SHALL   COMPLY WITH NFPA 241.ADD TO PROJECT INFORMATION UNDER   APPLICABLE CODES (COVER & TITLE SHEET)       6.OK       7.MORE INFORMATION WILL BE REQUIRED TO ADDRESS   CONCERNS REGARDING SECOND FLOOR USE PROPOSAL IF PART OF   THIS SCOPE OF WORK.       8.SHOW THE LOCATION OF THE 2A:10BC RATED FIRE   EXTINGUISHERS WHICH SATIFIY THE 75' TRAVEL DISTANCE.           TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE   LETTER INDICATING WHERE ON THE APPROPIATE PLAN SHEET   EACH COMMENT WAS ADDRESSED           MIKE WENNERGREN,ASSISTANT FIRE MARSHAL   CAPT. MICHAEL A. WILLIAMS   FIRE PLAN REVIEW   FIRE PLAN REVIEW   FIRE PREVENTION 561-804-4756   561-805-6722 Review Stop FIRE FIRE DEPARTMENT Rev No 2 Status F Date 2007-11-02 Cont ID   Sent By mwennerg Date 2007-11-02 Time 13:58 Rev Time 0.00 Received By mwennerg Date 2007-11-02 Time 13:58 Sent To   Notes 2007-11-02 14:02:43 **DENIED***       TAKEN DIRECTLY FROM FIRST REVIEW:   1) BOUNDARY AND CIVIL DRAWINGS INDICATE NORTH DIXIE   HIGHWAY. PLEASE MAKE CORRECTION TO REFLECT SOUTH DIXIE   HIGHWAY.       2) IT APPEARS THAT BAY-2 ONLY HAS ONE (1) EXIT. PLEASE   VERIFY, AND IF SO DOES SPACE MEET REQUIREMENTS FOR   SINGLE EXIT?       3) ADDRESS IS REQUIRED ON BUILDING THAT MEETS THE   STANDARDS FOR THE CITY OF WEST PALM BEACH FOR   COMMERCIAL BUILDINGS. CITY CODE SEC. 78.       4) LIFE SAFETY SHALL COMPLY WITH NFPA 101, 2003   EDITION.       5) CONSTRUCTION, ALTERATION AND DEMOLITION TO COMPLY   WITH NFPA 241.       6) SHEET SP-1 ILLUSTRATES A RESTAURANT. MORE   INFORMATION WOULD BE REQUIRED SUCH AS PROPOSED   HOOD/SUPPRESSION EQUIPMENT, SEATING LAY OUT, OCCUPANT   LOAD ETC.       7) MORE INFORMATION WILL BE REQUIRED TO ADDRESS   CONCERNS REGARDING SECOND FLOOR USE PROPOSAL IF PART OF   THIS SCOPE OF WORK.       8) 2A-10B,C RATED FIRE EXTINGUISHERS REQUIRED TO MEET   MINIMUM 75' TRAVEL DISTANCE REQUIREMENT.       IT WOULD BE HELPFUL TO INCLUDE A RESPONSE LETTER   INDICATING HOW AND WHERE ON PLANS COMMENTS HAVE BEEN   ADDRESSED.           MIKE WENNERGREN, ASSISTANT FIRE MARSHAL   FIRE PLAN REVIEW   FIRE PREVENTION (561) 804-4756 Review Stop FIRE FIRE DEPARTMENT Rev No 1 Status F Date 2007-07-31 Cont ID   Sent By mwennerg Date 2007-07-31 Time 15:42 Rev Time 0.00 Received By mwennerg Date 2007-07-31 Time 15:42 Sent To   Notes 2007-07-31 15:55:22 ***DENIED***       1) BOUNDARY AND CIVIL DRAWINGS INDICATE NORTH DIXIE   HIGHWAY. PLEASE MAKE CORRECTION TO REFLECT SOUTH DIXIE   HIGHWAY.       2) IT APPEARS THAT BAY-2 ONLY HAS ONE (1) EXIT. PLEASE   VERIFY, AND IF SO DOES SPACE MEET REQUIREMENTS FOR   SINGLE EXIT?       3) ADDRESS IS REQUIRED ON BUILDING THAT MEETS THE   STANDARDS FOR THE CITY OF WEST PALM BEACH FOR   COMMERCIAL BUILDINGS. CITY CODE SEC. 78.       4) LIFE SAFETY SHALL COMPLY WITH NFPA 101, 2003   EDITION.       5) CONSTRUCTION, ALTERATION AND DEMOLITION TO COMPLY   WITH NFPA 241.       6) SHEET SP-1 ILLUSTRATES A RESTAURANT. MORE   INFORMATION WOULD BE REQUIRED SUCH AS PROPOSED   HOOD/SUPPRESSION EQUIPMENT, SEATING LAY OUT, OCCUPANT   LOAD ETC.       7) MORE INFORMATION WILL BE REQUIRED TO ADDRESS   CONCERNS REGARDING SECOND FLOOR USE PROPOSAL IF PART OF   THIS SCOPE OF WORK.       8) 2A-10B,C RATED FIRE EXTINGUISHERS REQUIRED TO MEET   MINIMUM 75' TRAVEL DISTANCE REQUIREMENT.           MIKE WENNERGREN, ASSISTANT FIRE MARSHAL   FIRE PLAN REVIEW   FIRE PREVENTION (561) 804-4756 Review Stop I INCOMING/PROCESSING Rev No 5 Status N Date 2008-04-29 Cont ID   Sent By adarroug Date 2008-04-29 Time 09:51 Rev Time 0.00 Received By adarroug Date 2008-04-29 Time 09:51 Sent To ENG Notes 2008-04-29 09:52:48 TO "RCHOKSHI" DESK/RESUB--PLANS ONLY NEED ENG PER   "LMARTINEZ Review Stop I INCOMING/PROCESSING Rev No 4 Status N Date 2008-04-03 Cont ID   Sent By adarroug Date 2008-04-03 Time 09:51 Rev Time 0.00 Received By adarroug Date 2008-04-03 Time 09:51 Sent To   Notes 2008-04-03 09:51:25 TO "COMM" BD#40 Review Stop I INCOMING/PROCESSING Rev No 3 Status N Date 2008-02-01 Cont ID   Sent By adarroug Date 2008-02-01 Time 08:35 Rev Time 0.00 Received By adarroug Date 2008-02-01 Time 08:35 Sent To   Notes 2008-02-01 08:38:41 TO "COMM" BD#29/PLANS ON RACK--LARGE FOLDED PLANS AND   PAPERWORK Review Stop I INCOMING/PROCESSING Rev No 2 Status N Date 2007-09-11 Cont ID   Sent By adarroug Date 2007-09-11 Time 11:32 Rev Time 0.00 Received By adarroug Date 2007-09-11 Time 11:32 Sent To   Notes 2007-10-02 14:11:52 TO "COMM" BD#37 2007-09-11 11:32:44 WAITING FOR "COMM" BD Review Stop I INCOMING/PROCESSING Rev No 1 Status N Date 2007-07-31 Cont ID   Sent By mwennerg Date 2007-07-31 Time 15:57 Rev Time 0.00 Received By mwennerg Date 2007-06-19 Time 09:22 Sent To   Notes 2007-07-02 08:31:56 TO "COMM" BD#54 2007-06-19 09:22:47 WAITING FOR "COMM" BD Review Stop M MECHANICAL (A/C) Rev No 4 Status P Date 2008-04-23 Cont ID   Sent By rregueir Date 2008-04-23 Time 17:14 Rev Time 0.00 Received By rregueir Date 2008-04-23 Time 16:09 Sent To   Notes ***NONE*** Review Stop M MECHANICAL (A/C) Rev No 3 Status F Date 2008-02-26 Cont ID   Sent By rregueir Date 2008-02-26 Time 17:48 Rev Time 0.00 Received By rregueir Date 2008-02-26 Time 15:05 Sent To   Notes 2008-02-26 17:47:44 REVIEW #: 3RD   ACTION: DENIED       FBC 2004 CODE FAMILY W/ 2005 AND 2006 SUPPLEMENTS   FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH       THE FOLLOWING COMMENTS ARE NUMBERED TO CORRESPOND WITH   PREVIOUS REVIEW COMMENTS AS WELL AS DESIGNER'S WRITTEN   RESPONSES FOR THE PURPOSE OF CONTINUITY.       COMMENTS 1 AND 2: ASSUMPTIONS SHALL BE MADE AND   APPENDED TO THE ENERGY CALCULATIONS IN ACCORDANCE WITH   FBC 13-101.1.6. ASSUMPTIONS REGARDING OCCUPANT LOAD AND   VENTILATION REQUIREMENTS NEED TO BE INCLUDED, SINCE   THAT INFORMATION IS REQUIRED TO PERFORM COOLING LOAD   CALCULATIONS IN ACCORDANCE WITH FBC 13-407.1.ABC.1.   ASSUMPTIONS REGARDING THE SIZE OF THE EQUIPMENT   INCLUDED IN THE ENERGY CALCULATIONS SHALL BE BASED ON   THESE CALCULATIONS. MAKE SURE ALL ASSUMPTIONS AND   COOLING LOAD CALCULATIONS ARE APPENDED TO THE ENERGY   CALCULATIONS IN ACCORDANCE WITH THESE SECTIONS.       3. PG A-1 IS STILL CALLING FOR R-30 BATTS ABOVE A GRID   CEILING WHILE A-2 CALLS FOR SPRAY FOAM INSULATION ON   UNDERSIDE OF DECK. ADDITIONALLY, ON PAGES A-2 AND A-5   THE PLANS CALL FOR R-75 INSULATION. PLEASE COORDINATE   PLANS AND SHOW WHICH METHOD IS TO BE USED.       4. PLEASE PROVIDE THE COMPONENTS OF THE EXTERIOR BLOCK   WALL ASSEMBLY WITH THEIR RESPECTIVE R-VALUES IN ORDER   TO COME TO A TOTAL OF R-12.5. FBC 13-403.2.AB.       5. OK       6. THE ?PRODUCT APPROVAL? FOR THE A/C STAND INCLUDED IN   THE BINDER ONLY HAS A COPY OF THE SEARCH SCREEN FROM   THE DCA WEBSITE STAMPED AND REVIEWED BY THE DESIGNER. A   COMPLETE PRODUCT APPROVAL WITH DETAILED INSTALLATION   INSTRUCTIONS SHALL BE PROVIDED AND THE ACTUAL PRODUCT   APPROVAL SHALL BE APPROVED IN WRITING BY THE DESIGNER   OF RECORD IN ACCORDANCE WITH FBC 106.4.       7. OK       8. OK       IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:   RONALD J. REGUEIRO   561.805.6719   [email protected] Review Stop M MECHANICAL (A/C) Rev No 2 Status F Date 2007-11-03 Cont ID   Sent By rregueir Date 2007-11-03 Time 15:48 Rev Time 0.00 Received By rregueir Date 2007-11-03 Time 15:37 Sent To   Notes 2007-11-03 15:47:59 REVIEW #: 2ND   ACTION: DENIED       FBC 2004 CODE FAMILY W/ 2005 AND 2006 SUPPLEMENTS   FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH       THE FOLLOWING COMMENTS ARE NUMBERED TO CORRESPOND WITH   PREVIOUS REVIEW COMMENTS AS WELL AS DESIGNER'S WRITTEN   RESPONSES FOR THE PURPOSE OF CONTINUITY.       COMMENTS 1 THROUGH 8: NONE OF THE PREVIOUS MECHANICAL   REVIEW COMMENTS WERE ADDRESSED EITHER IN WRITING OR IN   THE SUPPORTING DOCUMENTATION/PLANS. SEE ATTACHED COPY   OF PREVIOUS REVIEW COMMENTS AND ADDRESS EACH OF THEM   ACCORDINGLY PRIOR TO RESUBMITTAL.       IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:   RONALD J. REGUEIRO   561.805.6719   [email protected]     Review Stop M MECHANICAL (A/C) Rev No 1 Status F Date 2007-07-17 Cont ID   Sent By rregueir Date 2007-07-17 Time 11:23 Rev Time 0.00 Received By rregueir Date 2007-07-16 Time 15:29 Sent To   Notes 2007-07-17 11:23:30 --------------DENIED---------------       FBC 2004 CODE FAMILY W/2006 REVISIONS   FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH       1. NO INFORMATION WAS PROVIDED REGARDING VENTILATION   REQUIREMENTS. PLEASE PROVIDE OCCUPANCY CLASSIFICATION,   OCCUPANT LOAD AND OUTDOOR AIR CALCULATIONS BASED ON   FBC,M 403.3.       2. NO INFORMATION WAS INCLUDED IN ENERGY CALCULATIONS   FOR AIR CONDITIONING OR OTHER FEATURES OF THE SPACE.   NONRESIDENTIAL BUILDINGS THAT ARE PERMITTED PRIOR TO   DESIGN COMPLETION OR WHICH WILL BE FINISHED IN SECTIONS   AT A TIME AFTER CONSTRUCTION OF THE SHELL SHALL COMPLY   WITH EITHER METHOD B OR C OF SUBCHAPTER 13-4 OF THE   CODE PRIOR TO GRANTING OF A PERMIT TO BUILD. ALL   ASSUMPTIONS MADE ABOUT FEATURES NOT INSTALLED UNTIL   LATER THAT ARE NOT ON THE BUILDING PLANS SHALL BE   LISTED AND APPENDED TO THE COMPLIANCE FORM SUBMITTED TO   THE BUILDING DEPARTMENT. UNLESS THE BUILDING IS   COMPLETED AS PER ALL ASSUMPTIONS MADE IN THE ORIGINAL   CODE COMPLIANCE SUBMITTAL, A REVISED CODE SUBMITTAL(S)   USING METHODS A, B OR C SHALL BE SUBMITTED WHEN   COMPLETION OF THE BUILDING (OR PART OF THE BUILDING) IS   PERMITTED. FBC 13-101.1.6       3. PG A-1: NOTE #1 INDICATES R-30 INSULATION IS TO BE   PROVIDED LATER ABOVE A FUTURE DROP CEILING. ROOF   INSULATION SHALL NOT BE INSTALLED ON A SUSPENDED   CEILING WITH REMOVABLE PANELS PER FBC 13-404.1.ABC.1.       4. PG A-1: NOTE #3 INDICATES R-5 INSULATION ON EXTERIOR   MASONRY WALLS, BUT ENERGY CALCULATIONS SHOW R-12.5.   PLEASE COORDINATE PLANS WITH INFORMATION USED IN THE   INPUT DATA REPORT. FBC 13-403.2.AB       5. PLEASE INCLUDE EXTERIOR DOOR INFORMAION ON ENERGY   CALCULATIONS/ INPUT DATA REPORT. FBC 13-403.2.AB       6. PG A-2 SUPPORT DETAIL: PRE-ENGINEERED A/C STANDS ARE   STRUCTURAL COMPONENTS AS DEFINED IN FAC RULE 9B-72 AND   AS SUCH ARE SUBJECT TO THE FLORIDA PRODUCT APPROVAL   SYSTEM. PLEASE PROVIDE NOA WITH INSTALLATION DETAILS.   ALSO, DRAWING REFERS TO A DETAIL ON PAGE M-2, BUT THERE   IS NO PG M-2 PROVIDED. PLEASE CLARIFY. FBC 106.1.1       7. M-1: OUTSIDE AIR OPENINGS IN THE EXTERIOR WALLS   SHALL BE LOCATED A MINIMUM OF 10' FROM ANY HAZARDOUS   CONTAMINANT SUCH AS STREETS, ALLEYS, PARKING LOTS AND   LOADING DOCKS PER FBC,M 401.5.1.       8. M-1: WALL LEGEND ON A-1 SHOWS EXTERIOR BLOCK WALLS   TO BE 1-HOUR RATED. HOW ARE OUTDOOR AIR AND EXHAUST   OPENINGS TO BE PROTECTED IN ACCORDANCE WITH FBC,M   401.6?       IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:   RONALD J REGUEIRO   561.805.6719   [email protected] Review Stop P PLUMBING Rev No 3 Status P Date 2008-03-14 Cont ID   Sent By kstevens Date 2008-03-14 Time 15:57 Rev Time 0.00 Received By kstevens Date 2008-03-14 Time 08:20 Sent To   Notes ***NONE*** Review Stop P PLUMBING Rev No 2 Status F Date 2007-11-03 Cont ID   Sent By kstevens Date 2007-11-03 Time 10:08 Rev Time 0.00 Received By kstevens Date 2007-11-03 Time 10:08 Sent To   Notes 2007-11-03 10:33:20 DENIED   REFERENCE: FBC-2004 W/2006 AMENDMENTS   FBC-2004 CHAPTER 1   FLORIDA ADMINISTRATIVE CODE   FLORIDA STATUTES       ****SUBMITTED & REVIEWED AS SHELL ONLY WITH FUTURE 2ND   FLOOR PIPING****       ****FROM PREVIOUS REVIEW. COMMENT NUMBER SHALL BE THE   SAME TO AVOID CONFUSION:       1. SURVEY SHEET 1 OF 1 SHALL BE SIGNED, SEALED & DATED.   SECTION 106.1.--THE LICENSE STATUS AS SHOWN ON THE   FLORIDA STATE DBPR WEBSITE IS DELINQUENT. (SEE ATTACHED   SHEET). PLEASE UPDATE STATUS PRIOR TO RESUBMITTING FOR   REVIEW.   ****NO RESPONSE, NOT ADDRESSED.       2. ALL SHEETS WITH SOUTHEAST ARCHITECT SERVICES INC.   TITLE BLOCK. THE ADDRESS ON THE TITLE BLOCK DOES NOT   REFLECT THE ADDRESS OF RECORD ON THE FLORIDA STATE DBPR   WEBSITE. (SEE ATTACHED SHEET). PLEASE UPDATE THE   WEBSITE AND/OR THE TITLE BLOCK PRIOR TO RESUBMITTING   FOR REVIEW.   ****NO RESPONSE, NOT ADDRESSED.       3. SHTS L-1 & L-2THE FIRM ADDRESS IS REQUIRED IN THE   TITLE BLOCK PER FAC 61G1-16.004(1) & FS 481.2055.--   THE ORIGINAL LEGAL SIGNATURE IS REQUIRED. IT APPEARS   THAT INITIALS HAVE BEEN USED TO SIGN THE DOCUMENT.   PLEASE SUBMIT A SIGNED, SEALED, DATED, NOTORIZED LETTER   INDICATING YOUR LEGAL SIGNATURE FOR OUR FILES. FAC   61G1-16.003, 61G1-16.004(5) & FS 481.2055.--SHEETS   SHALL BE SEALED PER SECTION 106.1.1 & 106.1.2. ****NO   RESPONSE, NOT ADDRESSED. NOW SHT IR-1 ADDED AND THE   SAME COMMENT APPLIES.       4. PLANS SHALL INDICATE ALL CODES ADOPTED AND UNDER   WHICH THE PLANS WERE DESIGNED. SECTION 106.1.1. ****NO   RESPONSE, NOT ADDRESSED.       5. PLEASE INDICATE THE PROPOSED OCCUPANCY OF THE   BUILDING. 106.3.5.1.1(2).   ****NO RESPONSE, NOT ADDRESSED.       6. SHT A-2 SUBMIT CALCULATIONS FOR THE GUTTERS PER   TABLE 1106.6 & DOWNSPOUTS PER TABLE 1106.2. SHOW THE   TOTAL SQUARE FOOTAGE AREA OF THE ROOF AND SHOW 1/2 AREA   OF ALL VERTICAL WALLS INCLUDING PARAPETS INCLUDED IN   THE CALCULATIONS.--SHOW THE TOTAL SQUARE FOOT AREA   BEING DRAINED BY EACH DOWNSPOUT.--INDICATE THE   SLOPE OF EACH GUTTER AND INDICATE THE HIGH POINT OF THE   GUTTER SLOPING TO THE DOWNSPOUTS.SECTIONS 106.1.1&   106.1.2.   ****RESPONSE NOTED, BUT NO CALCULATIONS WERE SUBMITTED.   THE SQUARE FOOTAGE BEING DRAINED BY EACH DOWNSPOUT CAN   NOT BE DETERMINED UNTIL THE HIGH POINT IS ESTABLISHED.   IT APPEARS THAT THE SQUARE FOOTAGE DRAINING INTO EACH   DOWNSPOUT WILL BE DIFFERENT BECAUSE OF THE FACT THAT   THE DOWNSPOUTS ARE NOT EVENLY SPACED THROUGH THE   GUTTER.       7. SHT A-2 INDICATE THE SLOPE OF THE MAIN ROOF. SECTION   106.1.1.   ****NO RESPONSE, NOT ADDRESSED.       8. N/A       9. SHT A-4 GUTTERS DO NOT REFLECT THE GUTTERS SHOWN ON   THE ROOF PLAN. NO DOWNSPOUTS SHOWN. PLEASE CORRELATE   INFORMATION SHOWN ON THE ELEVATION AND THE ROOF PLAN.   SHOW ALL DOWNSPOUTS. SECTION 106.1.1.   ****NO RESPONSE, NOT ADDRESSED.       10. OK   11. OK       **********NEW COMMENTS**********       1B. SHT P-3 THE RISER DIAGRAM FOR UNIT/BAY-1 NOW   INDICATES A GREASE INTERCEPTOR. THIS DOES NOT REFLECT   THE FLOOR PLAN. SECTION 106.1.1. THE GREASE INTERCEPTOR   IS NOT APPROVED FOR INSIDE THE BUILDING AND SHALL BE   LOCATED OUTSIDE THE BUILDING. ALSO A NOTE ON THE RISER   DIAGRAM STATES "TERMINATE AND CAP ABOVE THE CEILING FOR   FUTURE USE". WILL THERE BE A RESTAURANT ON THE SECOND   FLOOR? PLEASE CLARIFY.       2B. ALL GREASE INTERCEPTORS SHALL BE SIZED BY THE   UTILITY DEPT., INDUSTRIAL PRE-TREATMENT, ENVIRONMENTAL   COMPLIANCE. PLEASE CONTACT EITHER RODNEY COMPO, (561)   822-2272, E-MAIL [email protected], OR CALVIN WILLIAMS,   (561) 822-2284, E-MAIL [email protected]. THERE FAX   NUMBER IS (561) 822-2287. A WRITTEN DETERMINATION FROM   ENVIRONMENTAL COMPLIANCE WILL BE SUBMITTED WITH THE   PLANS WHEN RESUBMITTING FOR REVIEW OF BLDG PERMIT.       3B. NO VENTING FOR THE FIRST FLOOR IS INDICATED ON THE   SANITARY RISER DIAGRAMS. PLEASE INDICATE HOW THE TENANT   BUILD-OUTS WILL BE VENTED. SECTION 901.2.1.       4B. SHT P-3 RISERS 4 & 5 DO NOT REFLECT THE FLOOR PLAN.   RISER 4 INDICATES AN OFFSET AT THE TOP OF THE STACK   THAT IS NOT INDICATED ON THE FLOOR PLAN, AND ON RISER 5   AN OFFSET IS REQUIRED TO REFLECT THE FLOOR PLAN. TO   CLEAR UP THE CONFUSION INDICATE THE RISER NUMBERS ON   THE FLOOR PLANS OF THE FIRST AND SECOND FLOORS SHTS P-1   & P-2. RISERS START OFF RISER 1 ON THE LEFT AND   CONTINUE TO RISER 5 ON THE RIGHT. PLEASE   CLARIFY.SECTION 106.1.1.       5B. SEE ATTACHED SHEET CONCERNING THE DESIGN   PROFESSIONAL AND FS 553.80(2)(B). THIS IS GIVEN AS A   NOTICE ONLY AT THIS TIME.       WHEN RESUBMITTING PLANS PLEASE INDICATE   THE REVISION & REMOVE & REPLACE ANY   PAGES AS NECESSARY. A TRANSMITTAL LETTER   LISTING THE ORIGINAL REVIEW COMMENT NUMBER,   WITH A DESCRIPTION OF THE REVISION   MADE, IDENTIFYING THE SHEET OR SPECIFICATION   PAGE WHERE THE CHANGES CAN BE FOUND   WILL HELP TO EXPEDITE YOUR PERMIT. REMOVE ALL VOID   SHEETS FROM ALL PLANS AND PLACE ONE SET OF THEM LOOSELY   ON TOP OF THE COLLATED PLANS TO BE REVIEWED. THANK YOU   FOR YOUR ANTICIPATED COOPERATION.   ****NO RESPONSE, NOT ADDRESSED. BY NOT ADDRESSING THE   COMMENTS WITH A WRITTEN RESPONSE, REVIEW TIME TAKES   LONGER.       REVIEW BY KEN STEVENS   (561) 805-6721   FAX (561) 805-6731   E-MAIL [email protected] Review Stop P PLUMBING Rev No 1 Status F Date 2007-07-16 Cont ID   Sent By kstevens Date 2007-07-16 Time 11:29 Rev Time 0.00 Received By kstevens Date 2007-07-14 Time 18:31 Sent To   Notes 2007-07-16 12:23:34 DENIED   REFERENCE: FBC-2004 W/2006 AMENDMENTS   FBC-2004 CHAPTER 1   FLORIDA ADMINISTRATIVE CODE   FLORIDA STATUTES       ****SUBMITTED & REVIEWED AS SHELL ONLY WITH FUTURE 2ND   FLOOR PIPING****       1. SURVEY SHEET 1 OF 1 SHALL BE SIGNED, SEALED & DATED.   SECTION 106.1.--THE LICENSE STATUS AS SHOWN ON THE   FLORIDA STATE DBPR WEBSITE IS DELINQUENT. (SEE ATTACHED   SHEET). PLEASE UPDATE STATUS PRIOR TO RESUBMITTING FOR   REVIEW.       2. ALL SHEETS WITH SOUTHEAST ARCHITECT SERVICES INC.   TITLE BLOCK. THE ADDRESS ON THE TITLE BLOCK DOES NOT   REFLECT THE ADDRESS OF RECORD ON THE FLORIDA STATE DBPR   WEBSITE. (SEE ATTACHED SHEET). PLEASE UPDATE THE   WEBSITE AND/OR THE TITLE BLOCK PRIOR TO RESUBMITTING   FOR REVIEW.       3. SHTS L-1 & L-2THE FIRM ADDRESS IS REQUIRED IN THE   TITLE BLOCK PER FAC 61G1-16.004(1) & FS 481.2055.--   THE ORIGINAL LEGAL SIGNATURE IS REQUIRED. IT APPEARS   THAT INITIALS HAVE BEEN USED TO SIGN THE DOCUMENT.   PLEASE SUBMIT A SIGNED, SEALED, DATED, NOTORIZED LETTER   INDICATING YOUR LEGAL SIGNATURE FOR OUR FILES. FAC   61G1-16.003, 61G1-16.004(5) & FS 481.2055.--SHEETS   SHALL BE SEALED PER SECTION 106.1.1 & 106.1.2.       4. PLANS SHALL INDICATE ALL CODES ADOPTED AND UNDER   WHICH THE PLANS WERE DESIGNED. SECTION 106.1.1.       5. PLEASE INDICATE THE PROPOSED OCCUPANCY OF THE   BUILDING. 106.3.5.1.1(2).       6. SHT A-2 SUBMIT CALCULATIONS FOR THE GUTTERS PER   TABLE 1106.6 & DOWNSPOUTS PER TABLE 1106.2. SHOW THE   TOTAL SQUARE FOOTAGE AREA OF THE ROOF AND SHOW 1/2 AREA   OF ALL VERTICAL WALLS INCLUDING PARAPETS INCLUDED IN   THE CALCULATIONS.--SHOW THE TOTAL SQUARE FOOT AREA   BEING DRAINED BY EACH DOWNSPOUT.--INDICATE THE   SLOPE OF EACH GUTTER AND INDICATE THE HIGH POINT OF THE   GUTTER SLOPING TO THE DOWNSPOUTS.SECTIONS 106.1.1&   106.1.2.       7. SHT A-2 INDICATE THE SLOPE OF THE MAIN ROOF. SECTION   106.1.1.       8. SHT A-3 GUTTERS DO NOT REFLECT THE GUTTERS SHOWN ON   THE ROOF PLAN. PLEASE CORRELATE. SECTION 106.1.1.--   NO DOWNSPOUTS ARE INDICATED ON THE ELEVATION. PLEASE   SHOW THE LOCATION OF EACH DOWNSPOUT. SECTION 106.1.1.   SHOW THE SIZE OF THE GUTTER AND THE DOWNSPOUTS. TABLES   1106.6 & 1106.2.       9. SHT A-4 GUTTERS DO NOT REFLECT THE GUTTERS SHOWN ON   THE ROOF PLAN. NO DOWNSPOUTS SHOWN. PLEASE CORRELATE   INFORMATION SHOWN ON THE ELEVATION AND THE ROOF PLAN.   SHOW ALL DOWNSPOUTS. SECTION 106.1.1.       10. SHT P-3 THE SANT RISER TO UNIT #1 SHOWS 2" TO ONE   LAV, BUT THE FLOOR PLAN SHOWS 3".--RISER TO UNIT   #3 SHOWS 3" TO LAVS AND 3" TO ONE LAV BUT SHOWS 2" ON   THE FLOOR PLANS. --RISER TO UNIT #4 SHOWS 2" TO THE   W/M. 3" IS REQUIRED PER SECTION 406.3 AND 3" IS SHOWN   ON THE FLOOR PLAN. - 3" IS SHOWN TO TWO LAVS BUT SHOWN   AS 2" ON THE FLOOR PLAN.--RISER TO UNIT #5 SHOWS 2"   TO THE W/M. 3" IS REQUIRED PER SECTION 406.3 AND 3" IS   SHOWN ON THE FLOOR PLAN. PLEASE CORRELAT INFORMATION   BETWEEN THE FLOOR PLAN AND THE RISER DIAGRAMS.       11. SHT P-3 BAY 1 WATER RISER. PLEASE SHOW ALL PIPE   SIZES.--BAY 2 WATER RISER IS SHOWN AS 1-1/4"   METER/BACKFLOW BUT FLOOR PLAN SHOWS 2" METER/BACKFLOW.   PLEASE CORRELATE INFORMATION BETWEEN THE FLOOR PLAN AND   THE RISER DIAGRAM.       WHEN RESUBMITTING PLANS PLEASE INDICATE   THE REVISION & REMOVE & REPLACE ANY   PAGES AS NECESSARY. A TRANSMITTAL LETTER   LISTING THE ORIGINAL REVIEW COMMENT NUMBER,   WITH A DESCRIPTION OF THE REVISION   MADE, IDENTIFYING THE SHEET OR SPECIFICATION   PAGE WHERE THE CHANGES CAN BE FOUND   WILL HELP TO EXPEDITE YOUR PERMIT. REMOVE ALL VOID   SHEETS FROM ALL PLANS AND PLACE ONE SET OF THEM LOOSELY   ON TOP OF THE COLLATED PLANS TO BE REVIEWED. THANK YOU   FOR YOUR ANTICIPATED COOPERATION.       REVIEW BY KEN STEVENS   (561) 805-6721   FAX (561) 805-6731   E-MAIL [email protected] Review Stop Z ZONING Rev No 4 Status P Date 2008-04-10 Cont ID   Sent By adavila Date 2008-04-10 Time 11:13 Rev Time 0.00 Received By adavila Date 2008-04-09 Time 11:13 Sent To   Notes 2008-04-10 11:13:41 PER ERIC SCHNEIDER, PRINCIPAL PLANNER.       PROVISO SHEET SP-1 SHALL GOVERN FOR BENCH AND PLANTER   LAYOUT.       PROVISO SHEET A-1 SHALL GOVERN FOR BENCH   LAYOUT/ORIENTATION.       A SIGN PERMIT SHALL BE SUBMITTED FOR ALL SIGNS. Review Stop Z ZONING Rev No 3 Status P Date 2008-02-06 Cont ID   Sent By adavila Date 2008-02-06 Time 15:34 Rev Time 0.00 Received By adavila Date 2008-02-06 Time 08:45 Sent To   Notes 2008-02-06 15:35:27 PER ERIC SCHNEIDER, PRINCIPAL PLANNER.       PROVISO SHEET SP-1 SHALL GOVERN FOR BENCH AND PLANTER   LAYOUT.       PROVISO SHEET A-1 SHALL GOVERN FOR BENCH   LAYOUT/ORIENTATION.       A SIGN PERMIT SHALL BE SUBMITTED FOR ALL SIGNS.     2008-02-06 08:45:36 IN ZONING FOR REVIEW. Review Stop Z ZONING Rev No 2 Status F Date 2007-09-26 Cont ID   Sent By adavila Date 2007-09-26 Time 12:26 Rev Time 0.00 Received By adavila Date 2007-09-20 Time 09:11 Sent To   Notes 2007-09-26 12:27:00 PLANNING AND ZONING DEPARTMENT       ***FAILED***       1. THE LANDSCAPE PLANS SHOW A LARGER NUMBER OF TREES TO   BE REMOVED THAN THE NUMBER STATED ON THE TREE   ALTERATION PERMIT APPLICATION.PLEASE SUBMIT TWO (2)   COPIES OF A REVISED LANDSCAPE PLAN AND TREE SURVEY, AS   WELL AS A STATEMENT EXPLAINING THE ADDITIONAL TREES TO   BE REMOVED, TO AMEND YOUR TREE ALTERATION PERMIT   APPLICATION.PLEASE NOTE THAT APPROVAL OF THE TREE   ALTERATION PERMIT IS REQUIRED PRIOR TO BUILDING PERMIT   APPROVAL.       2. SURVEY STILL SHOWS NORTH DIXIE HIGHWAY INSTEAD OF   SOUTH DIXIE HIGHWAY.PLEASE NOTE THAT ALL COPIES OF   THE SURVEY SHALL BE SIGNED AND SEALED.IN ADDITION,   PLEASE NOTE THAT THE STORMWATER PREVENTION PLAN, SHEET   C2 OF 4, ALSO READS NORTH DIXIE HIGHWAY.       3. STAFF'S COMMENTS AT THE AUGUST 20, 2007 MEETING WERE   TO COME UP WITH ALTERNATIVES TO ADJUST THE SLABS OF THE   FUTURE BALCONIES SO THAT THEY MAY BE MORE IN CHARACTER   WITH THE PROPORTION OF PHASE I.   A. ONE OF THE SUGGESTIONS MADE BY STAFF WAS TO REDUCE   THE THICKNESS OF THE FACIA CONCEALING THE SLABS.   HOWEVER, THE PLANS SUBMITTED ONLY SHOW THE THICKNESS   REDUCED ON TWO (2) OF THE SLABS.THERE SHOULD BE A   CONSISTENCY THROUGHOUT THE BUILDING.IF THE THICKNESS   OF THE THIRD SLAB CAN NOT BE REDUCED DUE TO STRUCTURAL   PURPOSES, THEN THE REMAINING SLABS SHOULD REMAIN THE   SAME.   B. THE SECOND SUGGESTION MADE BY STAFF WAS TO INSTALL   LIGHTING FIXTURES UNDERNEATH THE SLABS.PLEASE PROVIDE   DETAILS AND A CROSS-SECTION OF THE LIGHT FIXTURES   LOCATED UNDERNEATH THE SLABS.AS MENTIONED IN THE   MEETING, THERE SHOULD BE ENOUGH FACIA DEPTH TO CONCEAL   THE LIGHTING FIXTURE BELOW THE SLAB AND BEHIND THE BEAM   SO THAT IT WILL NOT BE VISIBLE.       4. PLEASE NOTE THAT THERE APPEARS TO BE SOME   DISCREPANCY BETWEEN THE PLANS (I.E. NAME OF SOUTH DIXIE   HIGHWAY, AND LAYOUT OF THE BENCH AT THE NORTHWEST   CORNER OF THE SITE).PLEASE ENSURE THAT ALL PLANS SHOW   THE SAME CONDITIONS.       COMMENTS/QUESTIONS, CONTACT ANDREINA DAVILA Q. OR ERIC   SCHNEIDER, PRINCIPAL PLANNER, AT 822-1435. Review Stop Z ZONING Rev No 1 Status F Date 2007-06-29 Cont ID   Sent By adavila Date 2007-06-29 Time 14:04 Rev Time 0.00 Received By adavila Date 2007-06-26 Time 13:11 Sent To   Notes 2007-06-29 14:06:13 PLANNING AND ZONING DEPARTMENT       ***FAILED***       1. PROVIDE COPY OF THE APPROVAL LETTER FROM PALM TRAN   FOR THE NEW BUS STOP LOCATION.       2. PROPOSED BUS STOP LOCATION SHALL BE SHOWN ON THE   LANDSCAPE PLAN.       3. PROVIDE A COPY OF FDOT APPROVAL FOR THE REMOVAL OF   THE EXISTING CURB CUTS ON SOUTH DIXIE HIGHWAY.       4. PROVIDE A COPY OF THE APPROVED PLANS/LETTER FOR THE   TREES THAT ARE TO BE REMOVED AND/OR RELOCATED.       5. SURVEY AND PLANS SHALL BE CORRECTED TO SHOW SOUTH   DIXIE HIGHWAY INSTEAD OF NORTH DIXIE HIGHWAY.       6. THE PROPOSED BUILDING SQUARE FOOTAGE ON THE   PHOTOMETRIC PLAN DOES NOT MATCH THE PROPOSED BUILDING   SQUARE FOOTAGE ON THE SITE PLAN AND FLOOR PLAN.ALL   PLANS SHALL SHOW THE SAME DATA.PROVIDE CORRECT   BUILDING SQUARE FOOTAGE ON THE PHOTOMETRIC PLAN.       7. HANDICAP SYMBOL SHALL BE PAINTED IN WHITE.       8. FLOOR PLAN (SHEET A-1) SHOWS TWO (2) COLUMNS ALONG   THE SIGHT LINE, WHICH ARE NOT SHOWN ON ANY OF THE OTHER   PLANS.PLEASE CLARIFY THE PRESENCE OF THE NEW COLUMNS.   IN THE EVENT THAT THE COLUMNS ARE FOR STRUCTURAL   SUPPORT PURPOSES, STAFF RECOMMENDS USING ALTERNATIVE   DESIGN OPTIONS SO THAT THEY MAY NOT TAKE AWAY FROM THE   VISUAL EMPHASIS AND INTEREST TO THE MAIN ENTRANCE.       9. PLEASE CONTACT THE PLANNING AND ZONING DEPARTMENT TO   DISCUSS DESIGN OPTIONS FOR THE BALCONY SLABS AND   PARAPET.       10.ALL SIGNS SHALL BE APPROVED ON A SEPARATE   PERMIT.       11.PLEASE PROVIDE ONE OF THE FOLLOWING.   A. AN IRRIGATION PLAN TO BE INCLUDED WITH THIS   PERMIT APPLICATION; OR   B. AN IRRIGATION PLAN UNDER A SEPARATE   PERMIT.       COMMENTS/QUESTIONS, CONTACT ANDREINA DAVILA Q. OR ERIC   SCHNEIDER, PRINCIPAL PLANNER, AT 822-1435. Account Summary | Usage Policy | Privacy Policy Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved