Plan Review Details - Permit 09020147
Plan Review Stops For Permit 09020147
Review Stop B BUILDING (STRUCTURAL)
Rev No 9 Status P Date 2009-09-23 Cont ID  
Sent By jwitmer Date 2009-09-23 Time 10:48 Rev Time 0.00
Received By jwitmer Date 2009-09-23 Time 10:48 Sent To  
Notes
2009-09-23 10:50:30REVISION: NOA 08-1024.04 3100 WINDOW WALL SYSTEM
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status P Date 2009-09-17 Cont ID  
Sent By jwitmer Date 2009-09-17 Time 08:50 Rev Time 0.77
Received By jwitmer Date 2009-09-15 Time 16:43 Sent To  
Notes
2009-09-16 08:15:49FEES NOT PAID OF $110.00 FOR REVISION PLAN REVIEW NOT
 COMPLETED UNTIL FEES ARE PAID.
 9-17-09 FEES PAID REVISION REVIEWED & STAMPED JW
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2009-09-03 Cont ID  
Sent By jwitmer Date 2009-09-03 Time 14:42 Rev Time 0.55
Received By jwitmer Date 2009-09-03 Time 14:42 Sent To  
Notes
2009-09-03 14:47:50REVISION:
 ARCH "3000" ALUMINUM WALL SYSTEM NOA: 09-0122.06
 ARCH OUTSWING FRENCH DOOR NOA: 09-0105.01
 SHOP DRAWINGS
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status F Date 2009-08-10 Cont ID  
Sent By jwitmer Date 2009-08-10 Time 14:29 Rev Time 0.22
Received By jwitmer Date 2009-08-10 Time 14:29 Sent To  
Notes
2009-08-10 14:32:21BUILDING PLAN REVIEW
 PERMIT: 09020147
 ADD: 1615 PALM BEACH LAKES BLVD
 CONT: RCC ASSOCIATES, INC
 TEL: (954)691-5385
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVISION REVIEW: ARCH ALUMINUM
 ACTION: DENIED ENGCO ENGINEERING COPY NOT ORIGINAL;
  
 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 ADMIN CODE 61G15-23.002 ENGINEERS
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
 SURVEY:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2009-08-10 Cont ID  
Sent By jwitmer Date 2009-08-10 Time 12:38 Rev Time 0.55
Received By jwitmer Date 2009-08-10 Time 12:15 Sent To  
Notes
2009-08-10 12:39:56REVISION: "A"
 SHEETS CS-1, CS-2, CS-3, CS-4, CS-5& CS-6.
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2009-07-15 Cont ID  
Sent By jwitmer Date 2009-07-15 Time 13:15 Rev Time 2.22
Received By jwitmer Date 2009-07-14 Time 16:13 Sent To  
Notes
2009-07-15 13:18:52REVISION# 2 DATED JUNE 05/09 SEE PROVISO A-12 INREGARDS
 TO 11-4.24.6 EXPOSED PIPES AND SURFACES.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status N Date 2009-04-14 Cont ID  
Sent By mjacobs Date 2009-04-14 Time 15:58 Rev Time 0.00
Received By mjacobs Date 2009-04-14 Time 15:58 Sent To  
Notes
2009-04-14 15:59:08PROCESS PLANS: ON MY DESK.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2009-04-08 Cont ID  
Sent By mjacobs Date 2009-04-08 Time 17:18 Rev Time 0.00
Received By mjacobs Date 2009-04-07 Time 17:13 Sent To  
Notes
2009-04-08 12:44:30PROVISO;
 PROVIDE ROOF SYSTEM AS STATED ON SHEET A3; ROOF PRODUCT
 APPROVAL FL# 10264-RO(PAGE 2 OF 9); ROOFING MEMBRAINE:
 FIRESTONE ULTRAPLY TPO 60 MIL: FIRESTONE ISO 95 T GL
 INSULATION 3.5" TOTAL THICKNESS: R-VALUE 21.7;
 PROTECTION BOARD DENS-DECK PRIME 1/2" MIN: SYSTEM TYPE
 C SYSTEM NO. SC-4(ZONE 1&2) SC-7(ZONE 3): MAXIMUM
 DESIGN PRESSURE SC-4 (-75.0 PSF) SC-7 (-105 PSF). THIS
 INFORMATION SHALL BE SUBMITTED BY THE ROOFING
 CONTRACTOR PRIOR TO INSTALLATION. ALSO SUBMIT A LAYOUT
 OF THEROOF INSULATION PRIOR TO INSTALLATION.
  
 PROVIDE ADDITIONAL INFORMATION/ SIGN AND SEAL DOCUMENTS
 FROM A FLORIDA DESIGN PROFESSIONAL SHOWING HOW THE ROOF
 TOP UNITS WILL REMAIN IN PLACE DURING PERIODS OF HIGH
 WINDS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2009-02-08 Cont ID  
Sent By jwitmer Date 2009-02-08 Time 12:37 Rev Time 4.75
Received By jwitmer Date 2009-02-08 Time 08:25 Sent To  
Notes
2009-02-08 12:37:59 
 BUILDING PLAN REVIEW
 PERMIT: 09020147
 ADD: 1615 PALM BEACH LAKES BLVD
 CONT: RCC ASSOCIATES, INC
 TEL: (954)691-5385
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 ACTION: DENIED
  
 1A) INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE
 INDICATE THE REVISION & REMOVE & REPLACE ANY PAGES AS
 NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 1B) INFORMATIONAL: PLEASE SUBMIT 2 OF ALL SURVEYS,
 PLANS, REPORTS, REVISIONS , PRODUCT APPROVALS AND OR
 SUBMITTALS FOR REVIEW FOR PERMIT. IF YOUR PROJECT WILL
 REQUIRE A RESIDENT INSPECTOR OR IF YOUR PROJECT IS A
 THRESHOLD BUILDING REQUIRING A THRESHOLD INSPECTOR THEN
 (3) THREE SETS OF ALL SAID DOCUMENTS WILL BE REQUIRED
 FOR PERMIT ISSUANCE. 106.1* /2004 SUBMITTAL DOCUMENTS
 WEST PALM BEACH ADMINISTRATIVE CODE.
  
 1CINFORMATIONAL FL S S 713.13 NOTICE OF COMMENCEMENT,
 TO BE FILED WITH THE CLERK OF THE COURT. NOTE:
 713.13(2) IF THE WORK DESCRIBED IN THE NOTICE OF
 COMMENCEMENT IS NOT ACTUALLY COMMENCED 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.
  
 1E) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW)
 AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE 2004 FBC
 BUILDING WITH THE 2007 SUPPLEMENTS. THE COVERSHEET
 FAILS TO INCLUDE THE 2005,2006 AND 2007 SUPPLEMENTS.
  
 2) THE COVERSHEET INDICATES CIVIL AND LANDSCAPE PLANS
 ARE INCLUDED WITHIN THE SET OF PLANS, BUT NO SUCH PLANS
 ARE INCLUDED WITHIN THESE SETS OF PLANS. PLANS CAN NOT
 BE CHECKED FOR COMPLIANCE (106.3.5.1.1(1) SITE PARKING)
 FOR THE FOLLOWING ITEMS:
  
 2A) 1-4.1.2 ACCESSIBLE SITE AND EXTERIOR FACILITIES:
 NEW CONSTRUCTION.
 THIS EDITION OF THE CODE DOES NOT APPLY TO BUILDINGS,
 STRUCTURES, OR FACILITIES WHICH WERE EITHER UNDER
 CONSTRUCTION OR UNDER CONTRACT FOR CONSTRUCTION ON
 OCTOBER 1, 1997.
 NOTHING IN THIS CODE SHALL BE CONSTRUED TO RELIEVE THE
 OWNER OF ANY BUILDING, STRUCTURE OR FACILITY FROM THE
 DUTY TO PROVIDE VERTICAL ACCESSIBILITY TO ALL LEVELS
 ABOVE AND BELOW THE OCCUPIABLE GRADE LEVEL, REGARDLESS
 OF WHETHER THE CODE REQUIRES AN ELEVATOR TO BE
 INSTALLED IN SUCH BUILDING, STRUCTURE OR FACILITY,
 EXCEPT: (1) ELEVATOR PITS, ELEVATOR PENTHOUSES,
 MECHANICAL ROOMS, PIPING OR EQUIPMENT CATWALKS, AND
 AUTOMOBILE LUBRICATION AND MAINTENANCE PITS AND
 PLATFORMS; (2) UNOCCUPIABLE SPACES, SUCH AS ROOMS,
 ENCLOSED SPACES, AND STORAGE SPACES THAT ARE NOT
 DESIGNED FOR HUMAN OCCUPANCY, FOR PUBLIC
 ACCOMMODATIONS, OR FOR WORK AREAS; AND (3) OCCUPIABLE
 SPACES AND ROOMS THAT ARE NOT OPEN TO THE PUBLIC AND
 THAT HOUSE NO MORE THAN FIVE PERSONS INCLUDING, BUT NOT
 LIMITED TO, EQUIPMENT CONTROL ROOMS AND PROJECTION
 BOOTHS. HOWEVER AS PROVIDED IN SECTION 553.509, FLORIDA
 STATUTES, BUILDINGS, STRUCTURES, AND FACILITIES MUST,
 AT A MINIMUM, COMPLY WITH THE REQUIREMENTS OF THE
 ADAAG. THEREFORE, FACILITIES SUBJECT TO THE ADAAG MAY
 BE REQUIRED TO PROVIDE VERTICAL ACCESS TO AREAS
 OTHERWISE EXEMPT UNDER SECTION 11-4.1.3(5) OF THIS
 CODE.
 AN ACCESSIBLE SITE SHALL MEET THE FOLLOWING MINIMUM
 REQUIREMENTS:
 (1) AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH
 SECTION 11-4.3 SHALL BE PROVIDED WITHIN THE BOUNDARY OF
 THE SITE FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE
 PARKING SPACES, PASSENGER LOADING ZONES IF PROVIDED,
 AND PUBLIC STREETS OR SIDEWALKS, TO AN ACCESSIBLE
 BUILDING ENTRANCE.
 (2) AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH
 SECTION 11-4.3 SHALL CONNECT ACCESSIBLE BUILDINGS,
 ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND
 ACCESSIBLE SPACES THAT ARE ON THE SAME SITE.
 (5) PARKING SPACES:
 (A) IF PARKING SPACES ARE PROVIDED FOR SELF-PARKING BY
 EMPLOYEES OR VISITORS, OR BOTH, THEN ACCESSIBLE SPACES
 COMPLYING WITH SECTION 11-4.6 SHALL BE PROVIDED IN EACH
 SUCH PARKING AREA. SUCH SPACES SHALL BE DESIGNED AND
 MARKED FOR EXCLUSIVE USE OF THOSE INDIVIDUALS WHO HAVE
 A SEVERE PHYSICAL DISABILITY AND HAVE PERMANENT OR
 TEMPORARY MOBILITY PROBLEMS THAT SUBSTANTIALLY IMPAIR
 THEIR ABILITY TO AMBULATE AND WHO HAVE BEEN ISSUED
 EITHER A DISABLED PARKING PERMIT UNDER SECTION 316.1958
 OR 320.0848, FLORIDA STATUTES, OR A LICENSE PLATE UNDER
 SECTION 320.084, 320.0842, 320.0843, OR 320.0845,
 FLORIDA STATUTES. THE NUMBER OF ACCESSIBLE PARKING
 SPACES SHALL COMPLY WITH THE TABLE BELOW
 C) IF PASSENGER LOADING ZONES ARE PROVIDED, THEN AT
 LEAST ONE PASSENGER LOADING ZONE SHALL COMPLY WITH
 SECTION 11-4.6.6.
  
  
 3) THE COVER SHEET INDICATES THERE TO BE CANOPY PLANS
 WITHIN THE SET OF PLANS, THE CANOPY
 IS ILLUSTRATED ON THE FLOOR PLAN, ELEVATIONS BUT THE
 STRUCTURAL SHEET S-1 HAS A NOTE ??? FOUNDATION AND
 CANOPY FRAMING BY OTHERS. THE DESCRIPTION OF THE
 PROJECT ON THE PERMIT APPLICATION DOES NOT INDICATE IF
 THE CANOPY IS TO BE PART OF THIS PERMIT. 106.1.2
 ADDITIONAL INFORMATION REQUIRED. IF THE CANOPY IS TO BE
 PART OF THIS PERMIT THEN PLANS WILL BE REQUIRED
 106.3.5.1.1(8) STRUCTURAL REQUIREMENTS.
  
 SHEET A5 DETAIL# 4 INDICATES THE CANOPY IS TO BE
 SUPPLIED AND INSTALLED BY THE MCGEE CORPORATION,
 MATTHEW, N. C. 1-800-526-5589. IF THIS STRUCTURE IS TO
 BE BUILT UNDER A SEPARATE PERMIT THEN A LETTER FROM
 BOTH THE CGC AND CBC THAT THEY HAVE NO PROBLEMS WITH
 THE OTHER WHILE WORKING WITHIN THE SAME SITE, LETTER TO
 BE NOTARIZED BY THE QUALIFIER ON THEIR LETTERHEAD.
  
 4) SOILS REPORTS, NO SOILS REPORTS WERE SUBMITTED
 PROVIDING THE MINIMUM SAFE BEARING VALUE OF THE SOILS.
 1802.2.1 QUESTIONABLE SOIL. 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 .
 SOILS REPORTS SHOULD MAKE REFERENCE TO THE TWO
 INDEPENDENT STRUCTURES AND TYPE OF FOOTINGS, BUILDING
 AND DRIVE THRU STRUCTURE.
  
 5A) NOTE, THESE PLANS WERE PREPARED UNDER THE 2004 FBC
 BASE CODE, SO THE PRODUCT APPROVALS TO BE SUBMITTED ARE
 TO READ CODE VERSION 2004 NOT 2007 AS LISTED BELOW???
 (1) FL2887-R2/2007 VISTA WALL- PANEL WALL- STOREFRONT
 (3 SETS)
 (2) FL1601-R5/2007 CARLISLE SYNTEC INCORPORATED (3
 SETS)
  
 5B) NOTE, SINCE 3 SETS OF PLANS AND SOME PRODUCT
 APPROVALS THESE ARE THE APPROVALS WHERE LESS WERE
 SUBMITTED:
 (1) GLAZED EXTERIOR DOORS, VISTAWALL INDICATES DOORS
 ARE COVERED UNDER A SEPARATE
 SUBMISSION
 (2) ROOF HATCHES- 1609.6.2.2 COMPONENTS AND CLADDING AS
 WELL AS FLORIDA LAW
 RULE 9B-72.32(31) (A) PRE-ENGINEERED ROOF ACCESS
 HATCHES
 (3) WINDOW TYPE ???D??? PROVIDED BY BANK EQUIPMENT
 SUPPLIER.
  
 5C) WPB ADMIN CODE 106.3* PRODUCT APPROVALS. THOSE
 PRODUCT WHICH ARE REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 5D) WHILE NOT A TRUE PRODUCT APPROVAL IT TIES IN TO
 COMPONENTS AND CLADDING, THE RTU UNITS THAT TIE DOWN TO
 THE ROOF, PLEASE PROVIDE TWO ITEMS:
 (1) THE ACTUAL RESTRAINT FOR THE CURB TO ROOF AND THE
 UNIT TO THE CURB, COMPONENTS AND
 CLADDING 1609.6.2.2. SHOW COMPLIANCE WITH THE TTIE DOWN
 OF THE CURB TO ROOF SYSTEM AND UNIT TO CURB.
 (2) DEALS WITH THE ROOF TOP EQUIPMENT: 301.13 FBC
 MECHANICAL CODE
 WIND RESISTANCE. MECHANICAL EQUIPMENT, APPLIANCES AND
 SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED
 (THE UNITS THEMSELVES) AND INSTALLED TO RESIST WIND
 PRESSURES ON THE EQUIPMENT AND THE SUPPORTS AS
 DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING
 CODE, BUILDING.
  
 6) ROOFING:
 6A) ROOFING PRODUCT APPROVAL CARLISLE SYNTEC
 INCORPORATED CORRECT VERSION IS FL1601-R4
 (2004 FBC) THE INFORMATION SUBMITTED IS A GUIDE-SPEC
 FOR SURE WELD FULLY ADHERED ROOFING SYSTEM. THERE IS NO
 INSTALLATION INFORMATION PROVIDED NOR THE PSF THIS
 SYSTEM WILL BE ABLE TO WITHSTAND NOR LIMITATIONS FOR
 FASTENER LENGTHS. 1609.6.2.2.
  
  
 6B) ROOF INSULATION SHEET A5 & A6 BOTH INDICATE THE USE
 OF A FIBER FACED POLYISOCYANURATE
 ROOF INSULATION WITH A R-VALUE OF 21. PLEASE NOTE THAT
 THE MINIMUM R-21 VALUE WILL NEED TO BE AT THE ROOF
 DRAINS AND SLOPE UP FROM THERE. PLEASE PROVIDE SHOP
 DRAWINGS INDICATING THE DEPTH OF THE INSULATION AT THE
 OPPOSITE WALL OF THE ROOF DRAINS. FL 61G1-23.015 (2)
 THE ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND
 REVIEWING ALL PROJECT DATA, REPORTS, SHOP DRAWINGS
 ETC...
  
 PROVIDE ALSO THE CALCULATIONS FOR FASTENERS. LENGTH OF
 FASTENERS IS A CONCERN USING A JOHNS MANSVILLE FESCO
 FOAM ALSO A POLYISOCYNURATE AND LAMINATOR BOARD THE
 DEPTH OF THE FOAM APPEARS TO BE APPROXIMATELY 3.7
 INCHES AT THE ROOF DRAIN FOR A R-21 AND 14 INCHES AT
 THE OPPOSITE WALL 42 FEET AWAY. PLEASE SEE ENCLOSED FL
 INFORMAL CODE INTERPRETATIONS.
  
 6C) THE A5 & A-6 SHEET INDICATE A R-VALUE OF 21 USING A
 POLYISOCYNURATE FOAM WHILE THE ENERGY CALCULATION
 INDICATES THE USE OF A AGRIBOARD ROOF INSULATION AGAIN
 PLEASE CORRELATE YOUR DATA AND SUBMIT OR RESUBMIT. NOTE
 THE AGRIBOARD PANEL INSULATING VALUE OF 25.44 IS A
 PANEL 7-7/8??? THAT WOULD STILL NEED ????? PER FOOT OF
 (2%)SLOPE FOR THE ROOFING SYSTEMS DRAINAGE
 REQUIREMENTS. SECTION 1507.13.1.
  
 7) DISCREPANCIES BETWEEN THE ENERGY INPUT DATA REPORT
 AND THE ARCHITECTURAL PLANS. THE INPUT DATA REPORT
 UNDER WALLS INDICATES 25.6 R-VALUE FOR A
 STUCCO/AGRIBOARD/ GYPSUM BOARD WALL SYSTEM WHERE AS
 SHEET A5 & A6 BOTH INDICATE THE USE OF STUCCO, CMU,
 1 /12 INCH THICK POLYSTYRENE (R-11) AND 5/8??? GYP
 BOARD. PLEASE CORRECT, AND CORRELATE DOCUMENTS. 106.1.2
 ADDITIONAL INFORMATION REQUIRED. 13-400.0.A.
  
 8) INPUT DATA REPORT EXTERIOR DOORS IS LEFT BLANK
 PLEASE REVIEW SHEET A1 DOOR 120B IS A INSULATED
 EXTERIOR METAL DOOR.
  
 9) THE INPUT DATA REPORT HAS TAKEN A VALUE OF 4546 SQ
 FT FOR CARPET AND RUBBER PAD PLEASE REVIEW SHEET F-1
 INDICATING THE USE OF VCT TILE. PLEASE CORRELATE THE
 INPUT DATA REPORT TO PLANS. 13-400.A/ 106.1.2
 ADDITIONAL INFORMATION REQUIRED.
  
 10) SHEET A2 DETAIL 2 INDICATES A SOFFIT TO BE FASTENED
 TO DECK ABOVE BUT THERE IS NO INFORMATION AS TO SECURE
 THE SOFFIT TO THE DECK ABOVE.
  
 11A) SHEET A-5 DETAIL 2 & 9 BOTH INDICATE THE USE OF
 SUN SCREEN DETAIL, SHOP DRAWINGS TO BE SIGNED AND
 SEALED, PLEASE HAVE THEM DESIGNED TO 140 MPH WIND ZONE,
 EXPOSURE ???C???.
 1609.6.2.2 COMPONENTS AND CLADDING.
  
 11B) FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE
 FOR SUPERVISING AND REVIEWING ALL PROJECT DATA,
 REPORTS, SHOP DRAWINGS ETC...
  
 12) NEITHER THE ARCHITECTURAL NOR STRUCTURAL SHEETS
 INDICATE ANY COMPLIANCE FOR TERMITE PROTECTION. 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. SEE SECTION 202, REGISTERED TERMITICIDE.
 UPON COMPLETION OF THE APPLICATION OF THE TERMITE
 PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL
 BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED
 PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING
 STATEMENT: ???THE BUILDING HAS RECEIVED A COMPLETE
 TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
 TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS
 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE
 AND CONSUMER SERVICES.???
  
  
 13A) SHEET A14 DUMPSTER ENCLOSURE IS NOT INDICATED ON
 THE STRUCTURAL PLANS,
 PLEASE PROVIDE THE FOLLOWING INFORMATION ON THE PLAN:
 DESIGN PROCEDURE 1609.6.2
 1.THE BASIC WIND SPEED, V, SHALL BE DETERMINED IN
 ACCORDANCE WITH SECTION 1609.3 . THE WIND SHALL BE
 ASSUMED TO COME FROM ANY HORIZONTAL DIRECTION.
 2. AN IMPORTANCE FACTOR, I W , SHALL BE DETERMINED IN
 ACCORDANCE WITH SECTION 1609.5 .
 3. AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
 ACCORDANCE WITH SECTION 1609.4 .
 4. A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, L ,
 SHALL BE DETERMINED FROM TABLE 1609.6.2.1 (4).
  
 13B) SHEET A14 DUMPSTER ENCLOSURE FOOTER DOES NOT
 PROVIDE THE STRENGTH OF CONCRETE TO BE PLACED WITHIN
 THE FOOTER. 1805.4.2.1 CONCRETE STRENGTH. CONCRETE IN
 FOOTINGS SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH
 (F' C) OF NOT LESS THAN 2,500 POUNDS PER SQUARE INCH
 (PSI) (17 237 KPA) AT 28 DAYS.
  
 14) SHEET S-4 DETAIL# 2 INDICATES LIGHT GAUGE FRAMING
 BUT NO MENTION OF SHEATHING. INDICATES SEE
 ARCHITECTURAL PLANS. A5 DETAIL# 9 ALSO INDICATES THE
 USE OF 5/8 INCH SHEATHING BUT DOES NOT INDICATE WHAT
 TYPE OF SHEATHING IS TO BE USED.
  
 15) PROVISO: 109.3.10* IMPACT OF CONSTRUCTION. ALL
 CONSTRUCTION ACTIVITY REGULATED BY THIS CODE SHALL BE
 PERFORMED 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 PARCEL SHALL AS A
 PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED
 DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A
 CERTIFICATION FROM A LICENSED ENGINEER SHALL BE
 SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL
 OF THE FINAL INSPECTION.
  
 16) 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.
  
 17) 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.
  
 18) FEE BALANCE OF $8,025.60.
  
  
 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.
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 MEMBER OF BOAF, THE BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA: PROTECTING LIVES AND PROPERTY SINCE 1953.
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. UNDER FLORIDA STATE STATUTE SB 80, E-MAIL
 ADDRESSES ARE PUBLIC RECORDS. WRITTEN COMMUNICATIONS TO
 OR FROM LOCAL OFFICIALS REGARDING CITY BUSINESS ARE
 PUBLIC RECORD, AVAILABLE TO THE PUBLIC UPON REQUEST.
 YOUR E-MAIL COMMUNICATIONS ARE THEREFORE SUBJECT TO
 PUBLIC DISCLOSURE.
  
  
  
Review Stop E ELECTRICAL
Rev No 6 Status P Date 2009-09-07 Cont ID  
Sent By dpalmer Date 2009-09-07 Time 09:20 Rev Time 0.00
Received By dpalmer Date 2009-09-07 Time 08:03 Sent To PC
Notes
2009-09-07 09:21:36PROVISO FOR FS 655.962 STILL IN EFFECT.
Review Stop E ELECTRICAL
Rev No 5 Status P Date 2009-07-09 Cont ID  
Sent By dpalmer Date 2009-07-09 Time 11:04 Rev Time 0.00
Received By dpalmer Date 2009-07-09 Time 11:04 Sent To  
Notes
2009-07-09 11:04:42** PROVISO/RELINED PLANS **
  
 1) NOTE: PLANS NEED TO SHOW PHOTOMETRIC LIGHTING LEVELS
 FOR ATM AREA PER FS 655.962.
  
 2) NOTE: PLEASE SEE FBC 13-415.2.ABC.1.1, .1.2, .1.3
 ETC
 REVISED ENERGY CALCULATIONS WILL BE REQUIRED FOR
 REVISIONS WHICH HAVE BEEN MADE TO LIGHTING.
  
 3) NOTE: ** FOR INFORMATION, LOW VOLTAGE SYSTEMS SUCH
 AS PHONE, DATA, CATV ARE SEPARATE FROM ANY SECURITY.
  
  
 IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT
 TYPED IN A CLEAR MANNER PLEASE DO NOT HESITATE TO
 CONTACT THIS REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 4 Status N Date 2009-06-01 Cont ID  
Sent By dpalmer Date 2009-06-01 Time 12:20 Rev Time 0.00
Received By dpalmer Date 2009-06-01 Time 12:20 Sent To B
Notes
2009-06-01 12:23:59WIND LOADS FOR LIGHT POLES NOT FOR ELECTRICAL REVIEW.
 SENT TO LM.
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2009-05-15 Cont ID  
Sent By dpalmer Date 2009-05-15 Time 10:34 Rev Time 0.00
Received By dpalmer Date 2009-05-15 Time 10:34 Sent To  
Notes
2009-05-15 10:35:00**DENIED REVIEW/ REVISION **
  
 1) NOTE: ALL REVISIONS ON PLANS NEED TO BE IDENTIFIED
 BY CLOUDS/TRIANGLES AND COORDINATE WITH THE TITLE
 BLOCKS. NO REVISION ARE INDICATE ON EITHER.
 FBC 106.5, 106.1.1, 106.1.2 FOR CLARITY OF RECORD
 DOCUMENTS.
  
 2) NOTE: ONLY THREE SETS WILL BE STAMPED ONCE REVISION
 IS CORRECTED. THIS PROJECT ONLY REQUIRES TWO SETS FOR
 CONSTRUCTION SERVICES DEPARTMENT. UP TO THREE SETS MAY
 BE SUBMITTED AND WILL BE STAMPED. IF MORE SETS ARE
 REQUIRED FOR OTHER DEPARTMENTAL RECORDS, PLEASE BE SURE
 TO SUBMIT ONLY SHEETS AND SETS FOR THOSE DEPARTMENTS.
  
 3) NOTE: REVISIONS FOR SITE PLANS AND PERMIT NEED TO BE
 SUBMITTED UNDER THE SITE PERMIT. REVISIONS TO BASE
 BUILDING SETS WOULD BE SUBMITTED UNDER BASE BUILDING.
  
  
 IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT
 TYPED IN A CLEAR MANNER PLEASE DO NOT HESITATE TO
 CONTACT THIS REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2009-04-02 Cont ID  
Sent By dpalmer Date 2009-04-02 Time 21:11 Rev Time 0.00
Received By dpalmer Date 2009-04-02 Time 21:11 Sent To  
Notes
2009-04-02 21:11:15** PROVISO **
  
 ** ALL PROVISO ITEMS SHALL BE REVISED ON PLANS,
 SUBMITTED, REVIEWED FOR CODE COMPLIANCE, PASSED AND ON
 JOBSITE BEFORE ANY ROUGH ELECTRICAL INSPECTION. FAILURE
 TO DO SO MAY CAUSE DELAY ON THE PROJECT SCHEDULE. A
 HOLD MAY BE PLACED ON ALL INSPECTIONS AND FEES MAY BE
 APPLIED. PLEASE BE SURE TO ADDRESS PROVISO ALONG WITH
 ANY REVISIONS BEFORE TIME STATED.
  
 1) NOTE: ALL EMERGENCY AND EXIT LIGHTS SHALL BE
 CIRCUITED TO THE LOCAL LIGHTING BRANCH CIRCUIT PER
 700.12F. ** UNLESS AREAS MEETING EXCEPTION AND FIXTURE
 WIRING MEETS EXCEPTIONS.
  
 2) NOTE: ENERGY CALCULATIONS DO NOT CONTAIN *GROSS
 ERRORS* AS STATED IN 13-103.3 HOWEVER THEY DO CONTAIN
 SOME MISSING FIXTURES WHICH ARE SHOWN ON PLANS. SEE F/
 F1 FIXTURES ON EXTERIOR. PLEASE ALSO VERIFY J FIXTURE
 FOR THE LOCATION AS SHOWN. PLEASE KNOW THAT N FIXTURES
 DO SEEM TO MEET EXEMPTION.13-415.2.ABC.1.3 (B). MUST BE
 ON SEPARATE CONTROLS AS SHOWN.
  
 IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT
 TYPED IN A CLEAR MANNER PLEASE DO NOT HESITATE TO
 CONTACT THIS REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2009-02-08 Cont ID  
Sent By dpalmer Date 2009-02-08 Time 10:40 Rev Time 0.00
Received By dpalmer Date 2009-02-08 Time 08:27 Sent To  
Notes
2009-02-08 10:27:00** DENIED REVIEW **
  
 WACHOVIA BANK
  
 1) NOTE: THERE ARE SEVERAL SHEETS OF PLANS MISSING
 WHICH ARE LISTED ON THE COVER SHEET. THE CANOPY PLANS,
 CIVIL, LANDSCAPE ETC. THERE ARE ITEMS ON SOME OF THESE
 SHEETS WHICH MAY BE PART OF THE ELECTRICAL REVIEW.
 PLEASE SUBMIT A COMPLETE SET OF PLANS FOR REVIEW.
 FBC 106.3.5.1.2, 106.1.1, AS ADOPTED BY THE CITY OF
 WEST PALM BEACH.
  
  
 2) NOTE: PLEASE BE SURE ALL OF THE FOLLOWING CODES ARE
 LISTED ON THE ELECTRICAL PLAN SHEET E-1 AS WELL AS THE
 COVER SHEET. THE COVER SHEET STATES THE 2004 FBC
 HOWEVER THERE HAVE BEEN SEVERAL REVISIONS TO THIS
 ORIGINAL ADOPTED CODE. PLEASE KNOW WE ARE CURRENTLY
 UNDER THE 2007 REVISION TO THE 2004 FBC. THIS WOULD
 INCLUDE 2005, 2006 REVISIONS AS WELL. THE 2006
 REVISIONS SUBSTANTIALLY REVISED MANY ITEMS UNDER
 CHAPTER 13 ALONE.
 ELECTRICAL ARE NOT SPECIFIC TO ANY PARTICULAR CODE. IT
 STATES TO THE NATIONAL ELECTRICAL CODE HOWEVER NO
 EDITION IS LISTED.
 EVEN AS THE 2007 FBC HAS NOT BEEN ADOPTED AS OF
 DECEMBER 31ST, 2008 THE LIFE SAFETY CODE NFPA-101 2006
 HAS BEEN ADOPTED. THIS CAN BE VERIFIED WITH THE STATE
 FIRE MARSHAL OFFICE OR ON THEIR WEBSITE.
 FS 553.73
 PLEASE SEE THE FOLLOWING ITEMS.
  
 2004 FBC W/2007 REVISIONS.
 2006 NFPA-101
 2005 NFPA-70
  
 3) NOTE: ** AS NOTED FOR INFORMATION ONLY. DEPENDING ON
 WHEN PLANS ARE RESUBMITTED FOR REVIEW AND ISSUANCE.
 MOST LICENSING REQUIRED FOR DESIGN PROFESSIONALS WILL
 EXPIRE ON 2/28/09. PLEASE BE SURE TO UPDATE AS THIS
 COULD DELAY ISSUANCE IF PERMIT/PLANS HAVE NOT BEEN
 ISSUED BY THAT DATE. THIS IS NOTED FOR INFORMATION ONLY
 AS THE LICENSING OF THE DESIGNER AND FIRM IS CURRENT AT
 THIS TIME.
  
 4) NOTE: PLEASE BE SURE COMPLIANCE WITH FBC CHAPTER 13
 IS MET. THERE ARE SEVERAL ITEMS WHICH WILL BE LISTED
 BELOW. PLEASE ALSO BE AWARE OF COMMENTS FROM OTHER
 TRADES AS THERE ARE OTHER COMPONENTS OF THE BUILDING
 WHICH ARE MISSING FROM THE INPUT DATE REPORT OF THE
 SUBMITTED ENERGY CALCULATIONS. SOME OF THESE WILL BE
 NOTED BY THIS REVIEWER FOR INFORMATION AS SOME OF THESE
 ITEMS AFFECT THE ELECTRICAL SYSTEMS OR HAVE DIRECT
 CORRELATION.
 SOME EXAMPLES WILL BE GIVEN AS A BENEFIT HOWEVER THEY
 ARE IN NO WAY ALL POSSIBLE ITEMS WHICH DO NOT
 COORDINATE WITH PLANS. THE INPUT DATA REPORT WILL BE
 NOTED AS IDR BELOW.
  
 FOR EXAMPLE: PLEASE SEE FBC 13-411.1.ABC.2 FOR MINIMUM
 PIPING INSULATION. THE PLANS DO CONTAIN ELECTRIC HOT
 WATER SYSTEMS WHICH REQUIRED MINIMUM INSULATION. THE
 IDR IS COMPLETELY BLANK FOR THIS ITEM.
  
 FOR EXAMPLE: THE IDR FOR LIST CARPET AND RUBBER PADDING
 FOR ALL AREAS. THE MAIN ELECTRICAL ROOM AND OTHER AREAS
 ARE NOT PERMITTED TO CONTAIN CARPET PER OTHER SECTIONS
 OF THE FBC AS WELL AS THE NEC. IT IS PERMITTED TO
 CREATE SPACES WITHIN ZONES. PLEASE SEE COMMENTS BELOW
 WITH RESPECT TO THE NEC REQUIREMENTS OF THESE SPACES.
  
 FOR EXAMPLE: THE IDR FOR EXTERIOR LIGHTING IS NOT
 COMPLETE. THE IDR ONLY CONTAINS 24-42WATT FIXTURES FOR
 THE EXTERIOR. THIS IS NOT POSSIBLE WHEN THE PLANS
 CLEARLY INDICATE MORE FIXTURES WITH HIGHER WATTAGES.
 PLEASE ADJUST.
 ONE TYPE OF FIXTURE ALONE IS THE *P1* FIXTURE WHICH IS
 400WATTS. THERE ARE NOT 400WA FIXTURES LISTED ON THE
 IDR.
 **THERE ARE ALSO SEVERAL OTHERS.
  
 FOR EXAMPLE: ALL LIGHTING ON THE IDR FOR INTERIOR IS
 NOTED AS MANUAL ON/OFF. THIS DOES NOT COORDINATE WITH
 PLANS.
  
 *** AS NOTED ABOVE THESE ARE SOME ITEMS GIVEN AS A
 BENEFIT. PLEASE CALL TO GO OVER WITH ANY QUESTIONS OR
 COMMENTS.
  
 5) NOTE: AS NOTED ABOVE IT IS NOT PERMITTED TO HAVE ANY
 CARPET OR COMBUSTIBLES IN THE ELECTRICAL ROOM OR SPACES
 CONTAINING ELECTRICAL PANELS.
 240.24D,408.17 ETC
  
 6) NOTE: PLEASE INCLUDE NOTES FOR REQUIRED SIGNAGE PER
 110.16.
  
 7) NOTE: PLEASE SPECIFY TIME CLOCK AS NOTED FOR SOME
 EXTERIOR LIGHTING SUCH AS SIGNS. ANY TIME CLOCKS FOR
 EXTERIOR SHALL BE ASTRONOMICAL AND ARE REQUIRED TO
 CONTAIN A MINIMUM OF 10HR BATTERY BACK UP.
 MANY CONTAIN A LONGER BACK UP FOR PROGRAMMING THAN THE
 MINIMUM 10HRS HOWEVER AS LONG AS THE MINIMUM IS MET
 THIS WOULD BE OK.
  
 8) NOTE: PLEASE PROVIDE WORST CASE VOLTAGE DROP FOR
 FEEDERS AND BRANCH CIRCUITS.
 PLEASE KEEP IN MIND THIS NEEDS TO SHOW THE ENTIRE FEED
 THRU FROM THE SOURCE TO THE END USE. THE CODE REQUIRES
 A MAXIMUM ON THE ENTIRE RUN NOT FROM A PANEL TO THE END
 DEVICE ON A CIRCUIT. THIS MAY GREATLY AFFECT FEEDERS OR
 BRANCH CIRCUIT CONDUCTORS.
 PLEASE SEE 13-413.1ABC.1.
  
 9) NOTE: PLEASE PLACE NOTES ON PLANS AS REQUIRED PER
 13-413.ABC.2, .2.1 AND .2.2. THE WORDING AS STATED IN
 THE FBC IS ACCEPTABLE. THIS WAS CONFIRMED WITH FLORIDA
 BUILDING COMMISSION/DCA.
  
 10) NOTE: PLEASE INCLUDE EFFICIENCY RATINGS OF MOTORS
 WHICH SHALL MEET 13-414.1.ABC.1.1. ( SEE NOTES FOR
 ENERGY CALCULATIONS)
 AS SOME PLANS WERE NOT SUBMITTED SOME ITEMS SUCH AS ANY
 POSSIBLE MOTORS FOR IRRIGATION MAY OR MAY NOT BE NEEDED
 TO BE INCLUDED. THIS WILL DEPEND ON HOW SYSTEM MAY BE
 DESIGNED.
 ** THIS IS NOTED FOR INFORMATION
  
 11) NOTE: PLEASE PROVIDE MANUFACTURES SPECS/CUT SHEETS
 FOR THE PROPOSED ROOF TOP UNITS WHICH STATES THE GFI
 RECEPTACLES ARE FED FROM UNITS.
 WHERE IS THE NEUTRAL BEING DERIVED? IF THIS EQUIPMENT
 IS FED BY A 3-POLE BREAKER WITH NO NEUTRAL THEN THE GFI
 MUST BE OBTAINING THE NEUTRAL AT SOME POINT.
 IF THERE ARE TRANSFORMERS, THEN PLEASE INCLUDE THE
 GROUNDING REQUIREMENTS FOR ANY SEPARATELY DERIVED
 NEUTRAL.
 250.20 ETC
  
 12) NOTE: PLEASE KNOW THE LOCATION OF THE SERVICE MEANS
 OF DISCONNECT IS LOCATED TOO FAR INSIDE THE BUILDING.
 IN THE EVENT OF AN EMERGENCY THE FIRE DEPARTMENT
 PERSONNEL OR OTHERS MAY NEED TO SHUT DOWN THE
 ELECTRICAL SYSTEM. BASED ON THE PLANS THERE ARE NO
 DOORS DIRECTLY FROM OUTSIDE TO THIS ROOM. IN FACT THE
 PLANS SHOW MULTIPLE DOORS IN ORDER TO ACCESS ELECTRICAL
 EQUIPMENT. THIS BUILDING IS NOT SPRINKLED WHICH IS A
 HIGHER HAZARD.
 PLEASE ALSO KNOW THAT BASED ON RISER AS SHOWN THERE ARE
 ALSO UNPROTECTED CONDUCTORS INSIDE THE BUILDING WHICH
 IS NOT PERMITTED BASED ON THE AMOUNT AS SHOWN.
 PLEASE ADJUST.
 230.70
 THESE ARE ALSO NOT READILY ACCESSIBLE BASED ON THE
 PLANS SUBMITTED.
  
 13) NOTE: PLEASE CLARIFY THE SYMBOL ON THE PLANS SHOWN
 ON THE PLANS IN THE MAIN ELECTRICAL ROOM. THIS SEEMS TO
 BE A TYPICAL SYMBOL FOR A TRANSFORMER HOWEVER BASED ON
 THE ELECTRICAL SYSTEM BEING PROVIDED THERE IS NO NEED
 FOR ANY SUCH DEVICE.
 IF THIS WAS A TRANSFORMER BASED ON LOCATION IT WOULD
 NOT MEET 110.26. WHAT IS THIS ?
  
 14) NOTE: PLEASE SEE 250.6,250.524. THE RISER INDICATES
 AN EQUIPMENT GROUNDING CONDUCTOR FROM FPL TO THE FIRST
 MEANS OF DISCONNECT WHICH IS NOT PERMITTED. PLEASE BE
 SURE TO KEEP IN MIND COMMENT #12 ABOVE WITH RESPECT TO
 MAIN(S).
  
 15) NOTE: BASED ON THE PLANS AND THE SIZE OF THE
 SATELLITE UNDER FEDERAL CODE OF REGULATION THE UNIT
 ITSELF IS NOT REQUIRED TO BE PERMITTED HOWEVER ANY
 PENETRATIONS DO FALL UNDER THE BUILDING CODE AS WELL AS
 THE NEC. ( NO FIRE RATINGS HOWEVER SEE POSSIBLE
 COMMENTS FROM BUILDING REVIEW)
 ** THIS IS NOTED FOR INFORMATION.
  
 16) NOTE: THE PLANS ARE MISSING THE CANOPY PLANS WHICH
 WAS NOTED ABOVE HOWEVER BASED ON THE ELECTRICAL PLANS
 THERE WILL BE SEVERAL ELECTRICAL ITEMS IN THIS
 STRUCTURE. WILL THIS BE CONSIDERED A SEPARATE BUILDING
 BY DEFINITION OF THE FBC? IF SO THIS WILL AFFECT
 SEVERAL ASPECTS OF THE PLANS INCLUDING INSPECTIONS.
 PLEASE KNOW THAT ANY STRUCTURAL STEEL AS WELL AS
 FOUNDATION STEEL SHALL BE BONDED/PART OF THE ELECTRICAL
 SYSTEM FROM THE MAIN BANK BUILDING AS THESE SYSTEM MOST
 CERTAINLY CROSS.
 250.50, 250.90-250.104.
 THERE IS A NEED TO CLEAR UP WHEN THIS STRUCTURE IS
 GOING TO BE DONE. PLEASE SEE NOTES FROM OTHER TRADES AS
 THIS WILL AFFECT PERMITTING WITH MULTIPLE CONTRACTORS
 FOR THE SAME BUILDING/SITE. LETTERS OF UNDERSTANDING
 BETWEEN SEPARATE CONTRACTORS WILL BE REQUIRED AS PLANS
 NOTES MENTIONS THIS WILL BE DONE BY A SEPARATE
 CONTRACTOR.
  
 FBC 106.1.1,106.1.2, 106.3.5.1.2, 106.5. FOR CLARITY,
 COORDINATION, MINIMUM AND RECORD PLANS.
  
 17) NOTE: PLEASE SEE 220,230.42,215.3 ETC OF THE NEC.
 PLEASE SHOW ALL LOADS FOR BUILDING INCLUDING THAT OF
 ALL CONTINUOUS LOADS.
 PLEASE SEE 422.13 AS THE WATER HEATER APPEARS TO BE A
 STORAGE TYPE UNIT. THIS REQUIRES THE LOAD TO BE SHOWN
 AS A CONTINUOUS LOAD UNDER THE 2005 NEC.
 PLEASE REVISE CALCULATIONS.
  
 18) NOTE: PLEASE COORDINATE PLANS FOR ALL CIRCUITING
 WITH THE SUBMITTED PANEL SCHEDULES. AN EXAMPLE IS THE
 SITE LIGHTING PLANS WHICH INDICATES THE WACHOVIA SIGN
 AS CIRCUIT A-36, HOWEVER BASED ON THE PANEL SCHEDULE
 THIS IS A CIRCUIT FOR THE BLOWER VAT.
 ** THIS IS ONE NOTED AS A BENEFIT.
 408.4.
 FBC 106.1.1 FOR CLARITY AND COORDINATION.
  
 19) NOTE: PLEASE CLARIFY THE TYPE OF DEVICES SHOWN FOR
 MANY ROOMS FOR LIGHTING CONTROLS. THE SYMBOL LEGEND
 STATES *MOTION SENSORS*. ARE THESE MOTION SENSORS OR
 OCCUPANCY SENSORS?
 PLEASE SEE 13-415.1.ABC.1.2 AS SPACE CONTROLS FOR ROOMS
 SUCH AS CONFERENCE AND BREAK ROOMS. PLEASE SPECIFY
 TIMES.
  
 20) NOTE: PLEASE PLACES NOTES ON PLANS FOR 410.73G
  
 21) NOTE: THE PLANS INDICATE A TELE/DATA ROOM. THERE IS
 NO INDICATION THAT THIS ROOM IS AN IT ROOM AND PLANS DO
 NOT SHOW ANY ITEMS PER 645.4. AS THIS DOES NOT FALL
 UNDER THE DEFINITIONS PER THE SECTION GIVEN PLEASE
 PLACE NOTES ON PLANS WHICH STATES * NO WIRING METHODS
 PER NEC 645 IS PERMITTED* OR WORDS TO THAT AFFECT.
 IT MAY BE A BENEFIT TO CONTACT ANY IT PERSONNEL FOR
 BANK TO FIND OUT THE WIRING METHODS TO BE USED.
  
 22) NOTE: PLANS STATES TO MOUNT A RECEPTACLE ABOVE
 CEILING FOR THE * DYE PACK UNIT*. AS THIS UNIT IS NOT
 HARD WIRED BASED ON THE RECEPTACLE REQUIREMENTS IT IS
 IMPORTANT TO SEE NEC 400.8(5). CORDS ARE NOT PERMITTED
 ABOVE SUSPENDED CEILINGS.
 PLEASE REVISE.
  
 23) NOTE: PLEASE SEE 110.26D
  
 ** AS THERE ARE SOME ITEMS BEING REVISED WHICH WILL
 AFFECT PLANS SUBSTANTIALLY THERE MAY BE NEW COMMENTS ON
 THE FOLLOWING REVIEW WHICH CAN NOT BE MADE AT THIS
 TIME.
  
  
  
  
 ** IMPORTANT **
 ONCE AUDIT/REVIEWS ARE COMPLETE 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 DO NOT ATTACH SUPPORTING DOCUMENTS TO PLANS. ANY
 ADDITIONAL DOCUMENTATION SUCH AS PRODUCT APPROVALS,
 SPEC/CUT SHEETS, CALCULATIONS ETC. SHOULD BE PLACED
 INTO TWO SETS/FOLDERS/BINDERS ETC.
 PLEASE KNOW ONLY ONE SET OF THE OLD/VOIDED SHEETS
 SHOULD BE SUBMITTED FOR REFERENCE.
 THIS WILL HELP IN THE AUDIT/REVIEW PROCESS AND AVOID
 ANY DELAYS.
  
  
 IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT
 TYPED IN A CLEAR MANNER PLEASE DO NOT HESITATE TO
 CONTACT THIS REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2009-05-04 Cont ID  
Sent By dlauderm Date 2009-05-04 Time 13:13 Rev Time 0.00
Received By dlauderm Date 2009-05-04 Time 10:58 Sent To  
Notes
2009-05-04 13:12:25PASSED WITH PROVISOS:
 EMAIL: [email protected]
 OFFICE: 561-494-1083 (ENGINEERING)
 OFFICE: 561-805-6716 (CONSTRUCTION SERVICES)
 SHEET C-4:
 MODIFIED "MANHOLE" S-5 IS SHOWN TO BE A CATCH BASIN,
 WHICH IS IT?
 SHEET C-5:
 1. ADDED NOTE TO DETAIL FOR WATER SERVICES "SEE DETAIL
 WS-1 ON SHEET C-7". ONLY 1 OR 2" SERVICES ARE ALLOWED.
 3/4" WATER SERVICES ARE NOT ALLOWED, DETAIL WS-1 WILL
 NEED TO BE FOLLOWED.
 2. THE METER SIZE FOR THE IRRIGATION SYSTEM WILL NEED
 TO BE CHANGED FROM A 3/4" WATER METER TO A 1". A 3/4"
 METER WILL ONLY SUPPLY 15 GALLONS PER MINUTE (GPM) AT A
 SAFE, CONTINUOUS OPERATING VOLUME. PER SHEET L-3
 (IRRIGATION PLANS), THE GPM USAGES ARE OVER THE SAFE,
 CONTINUOUS OPERATING VOLUME, WHICH IS ACTUALLY OVER THE
 ALLOWABLE FOR A 1" METER (25 GPM). EVEN WITH A 1" METER
 YOU WILL NOT BE ABLE TO MEET THE MINIMUM ALLOWABLE
 USAGE LEVELS OF A 1" METER, WITHOUT CHANGING THE
 IRRIGATION SYSTEM DESIGN, WHICH WILL NEED TO BE DONE TO
 REDUCE FOUR OF THE ZONES TO LESS THAN 25 GPM. THE
 ALTERNATIVE IS TO INCREASE THE METER SIZE (TO 1-1/2"]
 AND THE SERVICE SIZE [TO 2").
 3. PER OUR STANDARD DETAILS WATER METERS ARE NOT TO BE
 PLACED IN SIDEWALKS UNLESS THERE IS NO WHERE ELSE TO
 PLACE THEM. THESE TWO METERS NEED TO BE INSTALLED IN
 THE GRASS PARKWAY, SOUTH OF THE SIDEWALK.
 C-6:
 1. THE INTERIOR OPENING OF THE DUMPSTER ENCLOSURE IS
 SHOWN TO BE 12.5' WIDE, THIS IS SHOWN ON THE PLAN AND
 IS CORRECT. BUT, THE NOTE DESCRIBES THE GATES TO BE
 DESIGNED TO "FIT 10' OPENING & GATE POSTS." WE HAVE HAD
 PROBLEMS WITH ALLOWING THIS COMMENT IN THE PAST. IT IS
 NOT OUR RESPONSIBILITY TO PICK OUT EVER SMALL DETAIL,
 BUT BE WARNED, THE OPENING FOR THE GATES WILL NOT ONLY
 BE 12.5', THE PLACEMENT OF THE POSTS IS ON THE CENTER
 LINE OF THE 12" THICK BLOCKS, SO AN ADDITIONAL 10" WILL
 NEED TO BE ADDED TO THE WIDTH OF THE GATES. BE SURE YOU
 ORDER THE RIGHT MATERIAL.
 2. THE FIRST NOTE FOR THE EXFILTRATION TRENCH NEEDS TO
 BE CHANGED TO READ "SIDES, BOTTOM, AND TOP OF TRENCH TO
 BE LINED......."
 L-1:
 TREES ARE NOT ALLOWED TO BE PLANTED WITH LESS THAN 5'
 OF CLEARANCE BETWEEN THE OUTSIDE OF THE TREE ROOT BALL
 AND THE WATER OR SEWER LINE. THE PLAN SHOWS ONE TREE ON
 TOP OF THE SANITARY SEWER LATERAL, AND THREE MORE TREES
 THAT APPEAR TO BE TOO CLOSE. THERE ARE 4 TREES THAT
 APPEAR TOO CLOSE TO THE WATER SERVICE. REMOVE THE
 TREES, OR INSTALL PALMS AND USE A ROOT BARRIER BETWEEN
 THE UTILITY AND ROOT BALL.
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status N Date 2009-02-13 Cont ID  
Sent By lmartine Date 2009-02-13 Time 15:54 Rev Time 0.00
Received By lmartine Date 2009-02-13 Time 15:54 Sent To  
Notes
2009-02-13 15:56:18SEE 09020219 FOR ENGINEERING APPROVAL
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2009-07-21 Cont ID  
Sent By mawillia Date 2009-07-21 Time 11:59 Rev Time 0.00
Received By mawillia Date 2009-07-21 Time 11:28 Sent To  
Notes
2009-07-21 11:49:59*****REVISION #2, DATED 6/05/09, APPROVED*****
  
 THE COMMENTS FROM THE PREVIOUS FIRE PLAN REVIEW HAVE
 BEEN ADDRESSED; REVISED PLAN SHEETS A1, A2, A4, A9, F1,
 AND E3 WERE STAMPED, INITIALED, AND DATED.
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2009-04-13 Cont ID  
Sent By mawillia Date 2009-04-13 Time 16:40 Rev Time 0.00
Received By mawillia Date 2009-04-13 Time 16:09 Sent To  
Notes
2009-04-13 16:39:47*****APPROVED*****
  
 THE COMMENTS FROM THE PREVIOUS FIRE PLAN REVIEW HAVE
 BEEN ADDRESSED; PLAN SHEETS C-3, A1, A4, A9, AND E3
 WERE STAMPED, INITIALED, AND DATED.
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2009-02-12 Cont ID  
Sent By mwennerg Date 2009-02-12 Time 14:07 Rev Time 0.00
Received By mwennerg Date 2009-02-12 Time 14:07 Sent To  
Notes
2009-02-12 14:22:04***DENIED***
  
 1) IN ADDITION TO APPLICABLE BUILDING CODES, LIFE
 SAFETY TO COMPLY WITH NFPA 101, 2006. THIS CURRENT
 EDITION HAS BEEN IN EFFECT SINCE DECEMBER 31, 2008.
 PLEASE ADD NOTE TO CODE SUMMARY.
  
 2) CONSTRUCTION, ALTERATION AND DEMOLITION TO COMPLY
 WITH NFPA 241. THE CONSTRUCTION SITE SHALL BE CLEANED
 AND MAINTAINED DAILY OR MORE FREQUENTLY AS NECESSARY TO
 PROVIDE A SAFE OPERATION.
  
 3) ADDRESS NUMBERS TO BE INSTALLED IN ACCORDANCE WITH
 THE REQUIREMENTS OF THE CITY OF WEST PALM BEACH FOR
 COMMERCIAL STRUCTURES, AND SHALL BE MINIMUM 6" IN
 HEIGHT, 1" WIDTH AND CONTRASTING WITH THE BACKGROUND.
  
 4) PLEASE ADVISE WHAT MEANS WILL BE PROVIDED FOR
 EMERGENCY ACCESS INTO THE BUILDING AFTER NORMAL
 BUSINESS HOURS. (KNOX BOX OR OTHER APPROVED SECURED
 ENTRY SYSTEM)
  
 5) DOORS SHALL COMPLY WITH SEC. 7.2.1, 101.
  
 6) PLEASE PROVIDE FINISH CLASSIFICATION FOR FLOORS.
  
 7) DUCT SMOKE DETECTORS TO BE INSTALLED IN SUPPLY DUCT
 IF ONLY PROVIDED WITH (1) APPLIANCE. SHEET M2
  
  
 MIKE WENNERGREN, ASST. FIRE MARSHAL
 FIRE PLAN REVIEW
 FIRE PREVENTION (561) 804-4756
  
  
Review Stop I INCOMING/PROCESSING
Rev No 12 Status   Date   Cont ID  
Sent By kstevens Date   Time   Rev Time  
Received By kstevens Date   Time   Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 11 Status N Date 2009-09-22 Cont ID  
Sent By lmartine Date 2009-09-22 Time 16:36 Rev Time 0.00
Received By lmartine Date 2009-09-22 Time 16:36 Sent To  
Notes
2009-09-22 16:37:37NOA REVISION, 3000 SERIES TO 3100 SERIES
2009-09-22 16:36:39GAVE TO JIM
Review Stop I INCOMING/PROCESSING
Rev No 10 Status N Date 2009-09-14 Cont ID  
Sent By lmartine Date 2009-09-09 Time 09:24 Rev Time 0.00
Received By lmartine Date 2009-09-09 Time 09:24 Sent To  
Notes
2009-09-14 09:25:04GAVE TO JIM
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2009-09-03 Cont ID  
Sent By kstevens Date 2009-09-03 Time 13:22 Rev Time 0.00
Received By kstevens Date 2009-09-03 Time 13:22 Sent To  
Notes
2009-09-03 13:22:37SENT TO JWHITMER
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2009-08-27 Cont ID  
Sent By lmartine Date 2009-08-27 Time 08:49 Rev Time 0.00
Received By lmartine Date 2009-08-27 Time 08:49 Sent To  
Notes
2009-08-27 09:07:03C-14
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2009-08-07 Cont ID  
Sent By dpalmer Date 2009-08-07 Time 15:34 Rev Time 0.00
Received By dpalmer Date 2009-08-07 Time 15:34 Sent To B
Notes
2009-08-07 15:34:32TO JW DESK.
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2009-08-07 Cont ID  
Sent By dpalmer Date 2009-08-07 Time 15:20 Rev Time 0.00
Received By dpalmer Date 2009-08-07 Time 15:20 Sent To B
Notes
2009-08-07 15:20:30TO JW
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2009-06-17 Cont ID  
Sent By shill Date 2009-06-17 Time 15:17 Rev Time 0.00
Received By shill Date 2009-06-17 Time 15:17 Sent To  
Notes
2009-06-17 15:18:06C 41
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2009-04-30 Cont ID  
Sent By rregueir Date 2009-04-30 Time 16:17 Rev Time 0.00
Received By rregueir Date 2009-04-30 Time 16:17 Sent To  
Notes
2009-04-30 16:17:26C3
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2009-04-03 Cont ID  
Sent By adarroug Date 2009-04-03 Time 15:38 Rev Time 0.00
Received By adarroug Date 2009-04-03 Time 15:38 Sent To  
Notes
2009-04-03 15:39:12TO "C44"
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2009-02-27 Cont ID  
Sent By adarroug Date 2009-02-27 Time 16:02 Rev Time 0.00
Received By adarroug Date 2009-02-27 Time 16:02 Sent To  
Notes
2009-02-27 16:03:12TO "COMM" BD#37
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2009-02-13 Cont ID  
Sent By lmartine Date 2009-02-13 Time 15:56 Rev Time 0.00
Received By lmartine Date 2009-02-06 Time 09:16 Sent To  
Notes
2009-02-10 09:19:05TO "COMM" BD#60
Review Stop L LANDSCAPING
Rev No 3 Status F Date 2009-11-23 Cont ID  
Sent By rkussner Date 2009-11-23 Time 11:39 Rev Time 0.00
Received By rkussner Date 2009-11-23 Time 11:39 Sent To  
Notes
2009-11-23 11:41:48***LANDSCAPE REVIEW FAILED***
  
 AN ADDITIONAL TREE WAS ADDED ALONG THE SOUTH PROPERTY
 LINE. THERE WAS A CHANGE TO THE ARRANGEMENT OF THE
 TREES ALONG THE NORTH PROPERTY LINE. PLEASE PROVIDE AN
 AS-BUILT PLAN THAT ADDRESSES ALL CHANGES.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT ROBERT
 KUSSERN @ (561) 822-1462.
Review Stop L LANDSCAPING
Rev No 2 Status F Date 2009-05-11 Cont ID  
Sent By rkussner Date 2009-05-11 Time 16:10 Rev Time 0.00
Received By rkussner Date 2009-05-11 Time 16:10 Sent To  
Notes
2009-05-11 16:19:58***LANDSCAPE REVIEW FAILED***
  
 1. LANDSCAPE PLAN HAS FAILED, BASED UPON MOST RECENT
 ENGINEERING COMMENTS REQUIRING CERTAIN TREES IN CLOSE
 PROXIMITY TO WATER AND SEWER LINES TO BE ELIMINATED.
 BECAUSE THESE SHADE TREES ARE REQUIRED BY CODE, THE
 WATER AND SEWER LINES WILL NEED TO BE RELOCATED OUTSIDE
 OF THE REQUIRED LANDSCAPE AREAS. THE LANDSCAPE PLAN
 WILL BE APPROVED AFTER THE UTILITY CONFLICTS HAVE BEEN
 ADDRESSED.
  
  
 IF YOU HAVE ANY QUESTION, PLEASE CONTACT ROBERT KUSSNER
 @ (561) 822-1462.
Review Stop L LANDSCAPING
Rev No 1 Status P Date 2009-03-10 Cont ID  
Sent By jroach Date 2009-03-10 Time 18:43 Rev Time 0.00
Received By jroach Date 2009-03-10 Time 18:42 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2009-09-01 Cont ID  
Sent By rregueir Date 2009-09-01 Time 12:42 Rev Time 0.00
Received By rregueir Date 2009-09-01 Time 07:47 Sent To E
Notes
2009-09-01 12:42:55EM-1 NEW SHEET, M-1 DELTA 5 AND 6
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2009-07-20 Cont ID  
Sent By rregueir Date 2009-07-20 Time 11:25 Rev Time 0.00
Received By rregueir Date 2009-07-20 Time 11:00 Sent To  
Notes
2009-07-20 11:25:38REVISED M1, M2 DELTA 3
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2009-04-03 Cont ID  
Sent By rregueir Date 2009-04-03 Time 07:37 Rev Time 0.00
Received By rregueir Date 2009-04-03 Time 07:37 Sent To  
Notes
2009-04-03 07:37:43***PROVISO***
 ALL MECHANICAL APPLIANCES EXPOSED TO WIND SHALL BE
 DESIGNED AND INSTALLED FOR WIND RESISTANCE IN
 ACCORDANCE WITH FBC-M 301.13. PROVIDE DATA SHOWING ALL
 OUTDOOR APPLIANCES CAPABLE OF WITHSTANDING ANTICIPATED
 WIND PRESSURES AND REVISE PLANS AS NECESSARY PRIOR TO
 MECHANICAL INSPECTION.
  
 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 2009-02-11 Cont ID  
Sent By rregueir Date 2009-02-11 Time 20:11 Rev Time 0.00
Received By rregueir Date 2009-02-11 Time 20:08 Sent To  
Notes
2009-02-11 20:10:54REVIEW #: 1ST
 ACTION: DENIED
  
 FBC 2004 CODE FAMILY W/ 2007 SUPPLEMENTS
 FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH
  
 THIS PLAN HAS BEEN REVIEWED FOR COMPLIANCE WITH THE
 ABOVE REFERENCED CODES AND FOUND TO BE DEFICIENT IN THE
 FOLLOWING:
  
 1. PAGE M-1: EF-1 AND EF-2 HAVE EXHAUST DUCTS UNDER
 POSITIVE PRESSURE WITHIN THE PLENUM CEILING AREA.
 EXHAUST DUCTS UNDER POSITIVE PRESSURE SHALL NOT BE
 LOCATED WITHIN A PLENUM IN ACCORDANCE WITH FBCM 601.3.
  
 2. NO OUTSIDE AIR CALCULATIONS COULD BE FOUND ON PLANS.
 VENTILATION SYSTEMS SHALL BE DESIGNED TO HAVE THE
 CAPACITY TO SUPPLY THE MINIMUM OUTDOOR AIRFLOW RATE
 DETERMINED IN ACCORDANCE WITH FBCM TABLE 403.3 BASED ON
 THE OCCUPANCY OF THE SPACE AND THE OCCUPANT LOAD OR
 OTHER PARAMETER AS STATED THEREIN. PLEASE PROVIDE
 OUTSIDE AIR CALCULATIONS SHOWING COMPLIANCE WITH FBCM
 403.3 OR 403.4.
  
 3. NO COOLING LOAD CALCULATIONS COULD BE FOUND APPENDED
 TO THE ENERGY CALCULATIONS. A COOLING LOAD CALCULATION
 SHALL BE ATTACHED TO THE CODE COMPLIANCE FORM SUBMITTED
 TO THE BUILDING DEPARTMENT WHEN THE BUILDING IS
 PERMITTED IN ACCORDANCE WITH FBCB 13-407.1.ABC.1.
 SYSTEMS AND EQUIPMENT SHALL BE SIZED TO PROVIDE NO MORE
 THAN THE SPACE AND SYSTEM LOADS CALCULATED IN
 ACCORDANCE WITH THIS SECTION.
  
 4. NOTE ON PAGE M-1 FLOOR PLAN CALLS FOR TWO TYPE E
 DIFFUSERS TO HAVE COOLING AND HEATING SETPOINTS. PLEASE
 CLARIFY THE DESIGN INTENT IN ACCORDANCE WIT FBCM 603.3
 AND FBCB 106.1.1. IT IS UNCLEAR HOW THESE DIFFUSERS,
 WHICH ARE PART OF A CENTRALIZED SYSTEM WITHOUT
 INDIVIDUAL CONTROLS ARE TO HAVE INDIVIDUAL SETPOINTS.
  
 5. NO INFORMATION COULD BE FOUND IN PLANS OR SUBMITTALS
 REGARDING WIND RESISTANCE CAPABILITIES OF THE RTUS AND
 EXHAUST VENTS. MECHANICAL APPLIANCES AND EQUIPMENT
 WHICH ARE EXPOSED TO WIND SHALL BE DESIGNED AND
 INSTALLED TO RESIST WIND PRESSURES IN ACCORDANCE WITH
 FBCM 301.13. PROVIDE MANUFACTURER???S DATA SHOWING RTUS
 AND EXHAUST VENTS DESIGNED FOR WIND RESISTANCE. ALSO,
 PROVIDE ATTACHMENT DETAILS WITH SUPPORTING WIND LOAD
 CALCULATIONS FOR RTUS, VENT CAPS AND CURBS FOR BUILDING
 PLAN REVIEW IN ACCORDANCE WITH THIS SECTION.
  
 6. NO INFORMATION COULD BE FOUND ON PLANS REGARDING HOW
 AUXILIARY DRAIN PROTECTION IS TO BE PROVIDED FOR RTUS.
 AS AN ALTERNATIVE TO A SEPARATE DRAIN LINE, A
 WATER-LEVEL DETECTION DEVICE THAT WILL SHUT OFF THE
 EQUIPMENT SERVED PRIOR TO OVERFLOW OF THE PAN SHALL BE
 PROVIDED IN ACCORDANCE WITH FBCM 307.2.3(2). THE
 WATER-LEVEL DETECTION DEVICE SHALL CONNECT TO THE DRAIN
 PAN AT A HIGHER LEVEL THAN THE PRIMARY DRAIN
 CONNECTION.
  
 7. NOTE #7 ON RTU SCHEDULE CALLS FOR DUCT SMOKE
 DETECTORS TO BE INSTALLED ON THE RETURN AIR SYSTEM
 WHILE THE RTU DETAIL SHOWS THE DUCT SMOKE DETECTOR ON
 THE SUPPLY SIDE. PLEASE COORDINATE NOTES AND DETAILS
 SHOWING COMPLIANCE WITH FBCM 606.2.1 (SUPPLY SIDE IS
 CORRECT). PROVIDE AUDIBLE AND VISUAL NOTIFICATION IN
 ACCORDANCE WITH FBCM 606.4.
  
 PLEASE RESPOND TO EACH COMMENT IN WRITING WITH AN
 EXPLANATION OF HOW EACH COMMENT WAS ADDRESSED AS WELL
 AS A DESCRIPTION OF WHERE THE RELATED INFORMATION CAN
 BE FOUND.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
 RONALD J. REGUEIRO
 561.805.6719
 [email protected]
Review Stop P PLUMBING
Rev No 5 Status P Date 2009-09-08 Cont ID  
Sent By kstevens Date 2009-09-08 Time 17:44 Rev Time 0.00
Received By kstevens Date 2009-09-08 Time 17:44 Sent To  
Notes
2009-09-08 17:44:50REVISIONS OK -- SHTS P-1 & P-2.
Review Stop P PLUMBING
Rev No 4 Status F Date 2009-07-13 Cont ID  
Sent By kstevens Date 2009-07-13 Time 14:22 Rev Time 0.00
Received By kstevens Date 2009-07-13 Time 14:22 Sent To  
Notes
2009-07-13 14:27:27REVISION DENIED
 REFERENCE:
 FBC-2004 PLUMBING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
  
 1. SHT P3 PLUMBING FIXTURE SCHEDULE FOR P-3 UNDER
 REMARKS IT STATES IN PART, " FIXTURE LP LIP PER TEXAS
 CHILD A.D.A. HEIGHT". THE HEIGHT SHALL BE ACCORDING TO
 THE FBC-2004 CHAPTER 11 SECTION 11-4.15. PLEASE CORRECT
 REMARKS FOR THE DRINKING FOUNTAIN.
  
 2. SHT P3 PLUMBING RISER DIAGRAM - DWV DOES NOT REFLECT
 THE CHANGE/REVISION INDICATED ON SHT P1 FOR THE TOILET
 ROOM. PLEASE CORRELATE. SECTION 106.1.1.
  
 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 P PLUMBING
Rev No 3 Status P Date 2009-07-13 Cont ID  
Sent By kstevens Date 2009-07-13 Time 14:21 Rev Time 0.00
Received By kstevens Date 2009-07-13 Time 14:21 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2009-04-06 Cont ID  
Sent By kstevens Date 2009-04-06 Time 06:54 Rev Time 0.00
Received By kstevens Date 2009-04-03 Time 18:17 Sent To  
Notes
2009-04-06 06:55:55PASSED PROVISO: SECTIONS 11-4.24.4, 11-4.24.6 & FIGURE
 31 SHALL BE COMPLIED WITH.
Review Stop P PLUMBING
Rev No 1 Status F Date 2009-02-07 Cont ID  
Sent By kstevens Date 2009-02-07 Time 19:59 Rev Time 0.00
Received By kstevens Date 2009-02-07 Time 19:59 Sent To  
Notes
2009-02-07 20:14:59DENIED
 REFERENCE:
 FBC-2004 PLUMBING
 FBC-2004 BUILDING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
  
 1. SHT A-3 DETAIL 1. SUBMIT CALCULATIONS FOR PRIMARY
 AND SECONDARY ROOF DRAINS PER SECTIONS 1106 & 1107 WITH
 ALL SUBSECTIONS AND TABLES. SHOW THE SQUARE FOOT AREA
 FOR EACH ROOF DRAIN AND SHOW 1/2 THE AREA OF ALL
 VERTICAL WALLS INCLUDING PARAPETS ADDED TO EACH DRAIN
 AREA IN ORDER TO VERIFY CALCULATIONS. (THE EAST SIDE OF
 THE ROOF AS SHOWN IS 11'3" MORE AREA AND MORE VERTICAL
 CONTRIBUTION, 11'3"X2), THEN THE WEST SIDE).
  
 2. SHT A-3 DETAIL 2 THE FLOW LINE OF THE OVERFLOW
 SCUPPER SHALL BE A MINIMUM OF 2 INCHES AND A MAXIMUM OF
 4 INCHES ABOVE THE ROOF PER SECTION 1503.4.3. PLEASE
 INDICATE ON DETAIL THE REQUIRED MEASUREMENT.
  
 3. SHT A11 ALL DETAILS 13 THRU 18. SHOW COMPLIANCE WITH
 THE FOLLOWING:
  
 ___W/C'S:
 A. 11-4.16.2 CLEAR FLOOR SPACE
 B. 11-4.16.3 HEIGHT
  
 ___LAVS"
 A. 11-4.19.2 HEIGHT
  
 ___SINK:
 A. 11-4.24.4 SINK DEPTH
 B. 11-4.24.5 CLEAR FLOOR SPACE
 C. 11-4.24.6 EXPOSED PIPES & SURFACES
 D. 11-4.24.7 FAUCETS
  
 4. SHT P3 DOMESTIC WATER RISER DIAGRAM. SHUT OFF VALVES
 ARE REQUIRED ON THE WATER SUPPLY PIPE TO EACH WALL
 HYDRANT. SECTION 606.2. -- THE RISER DIAGRAM SHOWS A
 TRAP PRIMER TO A FLOOR DRAIN FROM THE P6 FIXTURE THAT
 IS NOT SHOWN ON THE P1 FLOOR PLAN, NOR ON THE SANITARY
 DWV RISER DIAGRAM. PLEASE CORRELATE. SECTION 106.1.1 &
 601.1.
  
 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 3 Status P Date 2009-05-11 Cont ID  
Sent By jroach Date 2009-05-11 Time 14:30 Rev Time 0.00
Received By jroach Date 2009-05-11 Time 14:30 Sent To  
Notes
2009-05-11 14:48:08ZONING PLAN REVIEW
  
 PERMIT NO.: 09020147
 ADDRESS: 1615 PALM BEACH LAKES BOULEVARD
 CONTRACTOR/CONTACT: NEYITA LEIVA
 TELEPHONE NO.: 561.856.6655
 SCOPE OF REVIEW: REVISIONS TO PROPOSED BANK WITH
 DRIVE-THRU.
  
 REVIEW STATUS: PASSED WITH PROVISOS
  
 PLEASE ENSURE COMPLIANCE WITH THE FOLLOWING PROVISOS:
  
 1) IN REPSONSE TO THE FOLLOWING PLAN REVIEW COMMENT
 MADE BY ENGINEERING...
  
 "TREES ARE NOT ALLOWED TO BE PLANTED WITH LESS THAN 5'
 OF CLEARANCE BETWEEN THE OUTSIDE OF THE TREE ROOT BALL
 AND THE WATER OR SEWER LINE. THE PLAN SHOWS ONE TREE ON
 TOP OF THE SANITARY SEWER LATERAL, AND THREE MORE TREES
 THAT APPEAR TO BE TOO CLOSE. THERE ARE 4 TREES THAT
 APPEAR TOO CLOSE TO THE WATER SERVICE. REMOVE THE
 TREES, OR INSTALL PALMS AND USE A ROOT BARRIER BETWEEN
 THE UTILITY AND ROOT BALL."
  
 ...PLEASE CONTACT OUR OFFICE REGARDING THIS MATTER AS
 THESE ARE REQUIRED SHADE TREES. THESE TREES SHOULD NOT
 BE REMOVED AND PALMS DO NOT SATISFY THE LANDSCAPE
 REQUIREMENTS FOR THESE ISLANDS.
  
 2) WHEEL STOPS SHALL BE A MINIMUM OF SIX (6) INCHES IN
 HEIGHT ABOVE THE GRADE OF THE PARKING STALL.
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN ROACH, SENIOR PLANNER
 CITY OF WEST PALM BEACH
 PLANNING AND ZONING DEPARTMENT
 401 CLEMATIS STREET - P.O. BOX 3366
 WEST PALM BEACH, FLORIDA 33402
  
 PHONE: 561.822.1435
 FAX: 561.822.1459
  
 EMAIL: [email protected]
  
 WWW.CITYOFWPB.COM
Review Stop Z ZONING
Rev No 2 Status P Date 2009-03-10 Cont ID  
Sent By jroach Date 2009-03-10 Time 18:42 Rev Time 0.00
Received By jroach Date 2009-03-10 Time 18:42 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2009-02-13 Cont ID  
Sent By jroach Date 2009-02-13 Time 10:29 Rev Time 0.00
Received By jroach Date 2009-02-13 Time 10:29 Sent To  
Notes
2009-02-13 10:30:10ZONING PLAN REVIEW
  
 PERMIT NO.: 09020147
 ADDRESS: 1615 PALM BEACH LAKES BOULEVARD
 CONTRACTOR/CONTACT: RICHARD RHODES
 TELEPHONE NO.: (954) 429.3700
  
 REVIEW STATUS: FAILED
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1) INFORMAL SITE PLAN REVIEW APPLICATION MUST BE
 APPROVED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. AS
 PER DISCUSSIONS WITH WACHOVIA, THERE ARE FEW
 OUTSTANDING ISSUES THAT ARE BEING RESOLVED WITH THE
 CITY???S ENGINEERING SERVICES DEPARTMENT.
  
 2) PURSUANT TO COMMENTS ISSUED AT THE PLANS AND PLATS
 REVIEW COMMITTEE (PPRC), THE CITY???S CRIME PREVENTION
 OFFICER IS REQUESTING THAT THE OFFICE WALLS FACING THE
 LOBBY BE CLEAR GLASS TO ALLOW OBSERVATION OF CUSTOMERS
 ENTERING/EXITING THE FACILITY.
  
 3) THE DUMPSTER ENCLOSURE SHOWN ON SHEET A14 DOES NOT
 MATCH THAT SHOWN ON SHEET C-6, NOR DOES IT MEET THE
 MINIMUM REQUIREMENTS OF SECTION 94-444(B) OF THE
 CITY???S ZONING AND LAND DEVELOPMENT REGULATIONS
 (ZLDRS). PLEASE ADJUST ACCORDINGLY.
  
 4) PLEASE PROVIDE A DETAIL OF THE PROPOSED SATELLITE
 DISH (I.E. HEIGHT, ETC.). PURSUANT TO SECTION 94-304(F)
 OF THE CITY???S ZLDRS, PROPERTY SCREENING NEEDS TO BE
 PROVIDED TO ELIMINATE OFF-PREMISE VIEW OF THE
 STRUCTURE. IF THE PARAPET DOES NOT COMPLETELY SCREEN
 THE STRUCTURE, ADDITIONAL SCREENING WHICH IS
 ARCHITECTURALLY HARMONIOUS WITH THE BUILDING SHALL BE
 PROVIDED.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH, SENIOR PLANNER,
 AT (561) 822-1435.
  


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