Plan Review Details - Permit 08100686
Plan Review Stops For Permit 08100686
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2010-05-10 Cont ID  
Sent By jwitmer Date 2010-05-10 Time 11:11 Rev Time 0.77
Received By jwitmer Date 2010-05-10 Time 11:11 Sent To  
Notes
2010-05-10 11:12:21SUBMITTAL:
 STOREFRONT NOA 07-0924.02
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2009-11-20 Cont ID  
Sent By jwitmer Date 2009-11-20 Time 14:33 Rev Time 4.50
Received By jwitmer Date 2009-11-20 Time 10:00 Sent To  
Notes
2009-11-20 14:33:37BUILDING PLAN REVIEW
 PERMIT: 08100686
 ADD: 3415 S DIXIE HWY
 CONT: R & D CONSTRUCTORS, INC.
 TEL: (561)889-1751
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 ARCHITECT: TREZISEDESIGN ASSOCIATES, INC.
 STEVEN A. TREZISE
 PHONE (561) 687-4707
 EMAIL: [email protected]
  
 NOV.20/2009
  
  
 BUILDING APPROVED WITH EXCEPTION!
 THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO
 CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO
 INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE
 ASSESSMENT OF RE-INSPECTION FEE(S).
  
 1) FIRST REVIEW OF WINDOW AND DOOR PRODUCT APPROVALS
 INDICATE THAT THE BUCK DETAILS ARE BY OTHERS:
 SSTOREFRONT NOA 03-1211.08 TECH SHEET# 1 WOOD BUCKS BY
 OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO
 THE STRUCTURE.
 GLAZED DOORS NOA 05-0829.08 TECH SHEET# 1 NOTE 7
 ARCHITECT OR ENGINEER TO OF RECORD TO VERIFY ANCHORING
 SEE STOREFRONT NOA.
 SHEET A16 DETAILS E-H PROVIDE A SECTION THROUGH
 INDICATING THTE USE OF WOOD BUCKS, NO ATTACHMENT
 DETAILS ARE PROVIDED WITHIN THE ARCHITECTURAL NOR
 STRUCTURAL SHEETS. PLEASE PROVIDE ANCHORING DETAILS FOR
 THTE APPROPRIATE POSITIVE AND NEGATIVE PRESSURES.
 COMPONENTS AND CLADDING 1609.1.1.
  
 2) ROLL UP DOOR NOA 06-0809.09 JANUS 3400 ROLL-UP DOOR
 12'-0" WIDE DESIGN PRESSURES ARE +43/-49. SHEET S-5
 WEST ELEVATION INDICATES THE PRESSURE
 TO BE +49.4/-53.5. PLEASE PROVIDE ANOTHER PRODUCT
 APPROVAL WHICH WILL MEEET THE APPROPRIATE WIND
 PRESSURES. COMPONENTS AND CLADDING 1609.1.1.
  
 3A) METCOE SKYLIGHT, NOA 08-0408.01WAS SUBMITTED. SHEET
 A12 INDICATES THE USE OF A SKYLIGHT APPROXIMATELY
 22'-0" ACROSS FROM SILL TO SILL. THE MAXIMUM THE METCOE
 CAN SPAN IS 16'-0" PLEASE REVIEW TECH SHEETS. WILL NEED
 EITHER A NEW SKYLIGHT PRODUCT OR A SMALLERE SKYLIGHT
 OPENING.
  
 3B) THE PRODUCT APPROVAL SUBMITTED DESIGN PRESSURE IS A
 +75/-75, ROOF PRESSURE ZONES HAVE NOT BEEN INDICATED ON
 EITHER THE ARCHITECTURAL NOR STRUCTURAL SHEETS, PLEASE
 NOTE THIS IS ALSO LOCATED AT 30'-0" FT ABOVE GRADE AND
 DESIGNED AS A "C" EXPOSURE WITH A HEIGHTAND EXPOSURE
 MULTIPLIER OF 1.40. PLEASE PROVIDE UPDATED
 CODE ANALYSIS FOR WIND 1609.1.1.
  
 3C) NOA 08-0408.01 TECH SHEET 1 NOTE 13 BE AWARE OF
 2003.8.4.4 ALUMINUM IN CONTACT WITH CONCRETE.
  
 3D) PLEASE NOTE A BIT OF CONFLICT BETWEEN THE HIGHEST
 POINT IN THE ROOF FOUND ON SHEET A6 INDICATING A HEIGHT
 OF 7" ABOVE DRAIN AND THE STRUCTURAL CURBING OF THE
 SKYLIGHT FOUND ON S-7 DETAIL 6, TTHTE SKYLIGHT CURBING
 APPEARS TO BE 1 INCH BELOW FINISH ROOF HEIGHT. 106.1.2
 ADDITIONAL INFORMATION REQUIRED.
  
 4A) ROOFING PRODUCT APPROVAL PLEASE BE AWARE ENHANCED
 FASTENING WILL BE REQUIRED IN ZONES 2& 3. ENGINEERING
 FROM FLORIDA ENGINEERING & TESTING, INC ARE COPIES.
 LANS, 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
  
 4B) THE PRESSURES ON THE FLORIDA ENGINEERING REPORT ARE
 CONSIDERLY LOW FOR EXAMPLE ZONE 3 INDICATES A -86.8 PSF
 WHERE-AS A 0-7 DEGREE ROOF AT 30 FEET ABOVE GRADE IN A
 "B" EXPOSURE ARE 89.0 . LOCATED 30FT ABOVE GRADE
 LOCATED IN A "C" EXPOSURE WITH A HEIGHT AND EXPOSURE
 MULTIPLIER OF 1.40 THE PRESSURES ARE INCREASED GREATLY.
  
 4C) SHOP DRAWINGS FOR THE FOAM INSULATION AND LIGHT
 WEIGHT CONCERTE CAN BE SUBMITTED AFTER PERMIT. A
 SEPERATE REVIEW AND FEES ARE ASSOCIATED WITH THE
 ROOFING INSULATION SHOP DRAWINGS.
  
 ROOFING PRODUCT APPROVALS SUBMITTED:
 JOHN MANSVILLEMODIFIED OVER LIGHTWEIGHT CONCRETE DECK
 NOA 06-0626.05
 PAGE 30, DECK TYPE 4
 SYSTEM TYPE E(12)
 MAXIMUM DESIGN PRESSURE OF -105 LIMITATION# 7
  
 ELASTIZELL LIGHTWEIGHT INSULATING CONCRETE
 NOA 08-0331.03
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE
 CUSTOMER SERVICE SURVEY AT:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 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.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2008-11-20 Cont ID  
Sent By jwitmer Date 2008-11-20 Time 09:23 Rev Time 3.33
Received By jwitmer Date 2008-11-20 Time 09:23 Sent To  
Notes
2008-11-20 13:25:47BUILDING PLAN REVIEW
 PERMIT: 08100686
 ADD: 3415 S DIXIE HWY
 CONT: R & D CONSTRUCTORS, INC.
 TEL: (561)889-1751
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 ARCHITECT: TREZISEDESIGN ASSOCIATES, INC.
 STEVEN A. TREZISE
 PHONE (561) 687-4707
 EMAIL: [email protected]
  
 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) IINFORMATIONAL 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.
  
 2) DISCREPANCY IN PLANS SHEET C1, A4 & A5 INDICATE A
 MIXED USE BUILDING WITH MERCANTILE AND S-1 STORAGE
 WHERE AS THE ELECTRICAL SHEETS E7.1 FIXTURE LEGEND
 INDICATE LIGHTING LFIXTURES AS RETAIL AREAS. PLEASE
 ALSO SEE ELECTRICAL COMMENTS AS FAR AS LIGHTING LOADS
 FOR MERCANTILE USAGE VERSES S-1 STORAGE.SEE ENERGY CODE
 113.400. ALSO NO ENERGY CALCULATIONS WERE PROVIDED AT
 THE TIME OF THIS REVIEW. FROM WHAT I UNDERSSTAND OF
 THIS PROJECT THIS SPACE IS BEING DESIGNED FOR DISPLAY
 AND SALES OF ANTIQUE FURNITURE WHICH WILL FALL UNDER
 THE MERCANTILE OCCUPANCY SEE SECTION 309. INCLUDED
 UNDER THIS HEADING IS WHOLESALE STORES WHERE THE PUBLIC
 ACTUALLY HAS EGRESS TO THE STOCKPILED MERCHANDISE. WHEN
 REVIEWING THE REQUIREMENTS OF A STORAGE S-1 OR S-2
 OCCUPANCY IT IS STRICTLY FOR STORAGE WHERE THE PUBLIC
 IS NOT ALLOWED TO BE IN THE WAREHOUSE AREA. SEE SECTION
 311 FOR STORAGE. PLEASE REVIEW CODE SECTIONS.
  
 3) C1- COVER SHEET PLEASE REVISE OCCUPANT LOADS FOR
 MERCANTILE FIRST FLOOR (30 GROSS) AND SECOND FLOOR (60
 GROSS) SEE TABLE 1004.1.2.
  
 4) SHEET A-4 ELEVATOR MACHINE ROOM INDICATES A WALL
 TYPE (2) NONRATED, PLEASE REFER TO 3006.4 ELEVATOR
 MACHINE ROOMS SHALL NOT HAVE A RATING LEASS THAN THE
 HOISTWAY ENCLOSURE. 1 HR.
  
 5) SHEET A-4 WALL LEGEND ONCE THE OCCUPANCY ISSUES ARE
 CLEARED THE WALL RATINGS WILL ALSO CHANGE TO MOST WALLS
 NOT REQUIRING FIRE RATINGS. SEE DEFINITION OF
 MERCANTILE, 309.
  
 6) SHEET A-4 FIRST FLOOR FINISH FLOOR ELEVATION IN SOME
 AREAS ARE REPRESENTED BY 0'-0" IN OTHER AREAS THERE IS
 A TWO INCH DEPRESSION, PLEASE PROVIDE ADDITIONAL
 INFORMATION IF THIS IS FOR MARBLE FLOORS WITH BED OR IS
 THE FINISH FLOOR IN THESE AREAS ACTUALLY 2INCHES LOWER.
 ADDITIONAL INFORMATION REQUIRED 106.1.2, 11-4.3.7
 SLOPE, 11-4.3.8 CHANGES IN GRADE.
  
 7) SHEET A5 UPPER RECEIVING DOOR# 55 THE PLANS DO NOT
 INDICATE ANY GAURD RAIL SYSTEM WHEN DOOR IS IN THE OPEN
 POSITION, EVEN REMOVABLE. PLEASE SEE 1012.1 THIS
 CONFIGURATION DOES NOT MEET ANY OF THE
 EXCEPTIONS OF LOADING DOCKS OR PIERS.
  
 8) SHEET A6 ROOF PLAN DOES SHOW ROOF DRAINS BUT DOES
 NOT INDICATE ANY SECONDARY DRAINS OR OVERFLOW SCUPPERS.
 PLEASE REVIEW SECTION 1503.4.3 AND THE ACTUAL HEIGHT
 REQUIREMENTS FOR SCUPPERS AND THE AMOUNT OF PONDING
 THAT MAY RESULT FROM THE DISTANCE ROOF DRAINS ARE
 LOCATED FROM THE PARAPETS AND THE PONDING EFFECTS THAT
 MAY OCCUR.
  
 9) 609.1.4 PROTECTION OF OPENINGS IN WIND-BORNE DEBRIS
 REGIONS, EXTERIOR GLAZING THAT RECEIVES POSITIVE
 PRESSURE IN THE LOWER 60 FEET (18.3 M) IN BUILDINGS
 SHALL BE ASSUMED TO BE OPENINGS AND THE BALANCE OF
 GLAZED OPENINGS IN THE REST OF THE BUILDING SHALL BE
 ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT RECEIVES
 POSITIVE PRESSURE IS IMPACT RESISTANT OR PROTECTED WITH
 AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS
 OF SSTD 12, ASTM E 1886 AND ASTM E 1996, OR MIAMI-DADE
 TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 1.
 GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF GRADE
 SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST.
 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9.1 M)
 ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL
 MISSILE TEST.
  
 FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, PROVIDE 2
 COPIES OF PRODUCT TESTING REPORTS, MISSING REPORTS ARE
 AS FOLLOWS:
  
 9A) STOREFRONT FIXED GLAZINGARCH NOA 03-1211.08 NOTE
 THIS NOA HAS NOT BEEN REVIEWED TO THE 2004 FBC SEE
 SECTION "C" CALCULATIONS HAVE NOT BEEN REVIEWED TO SEE
 IF 1/3RD INCREASES WERE TAKEN WITH THE FASTENERS.
  
 9B) GLAZED EXTERIOR DOORS ARCH NOA 05-0829.08 NOTE THIS
 NOA HAS NOT BEEN REVIEWED TO THE 2004 FBC SEE SECTION
 "C" CALCULATIONS HAVE NOT BEEN REVIEWED TO SEE IF 1/3RD
 INCREASES WERE TAKEN WITH THE FASTENERS.
  
 9C) SKYLIGHTS
  
 9D) MULLIONS- IF EXCEEDS LENGTHS TESTED AS AN ASSEMBLY
  
 9E) EXTERIOR INSULATED METAL DOORS, SINGLE AND DOUBLE
  
 9F) ROLL UP INSULATED DOOR
  
 9G) ROOF HATCH
  
 9H) WALL LOUVERS- INTAKE GRILLS
  
 9I) ROOFING ASSEMBLIES
  
  
 10) PRODUCT APPROVALS SUBMITTED WITH PERMIT APPLICATION
 AFTER OCTOBER 1, 2003 ARE REQUIRED TO COMPLY WITH THE
 FLORIDA PRODUCT APPROVAL SYSTEM. FOR INFORMATION PLEASE
 SEE THE STATE WEBSITE AT WWW.FLORIDABUILDING.ORG.
 PRODUCTS WITH STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS THE PRODUCT
 IDENTITY NUMBER FROM THE STATE. IF THE PRODUCT DOES NOT
 HAVE STATEWIDE APPROVAL, SUBMIT AN APPLICATION FOR
 LOCAL PRODUCT APPROVAL OR SITE SPECIFIC FORM PER RULE
 9B-72. SEE ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 11) 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.
  
 12) S-5 BUILDING ELEVATIONS AND PRESSURE ZONES, SHEET
 S4 INDICATES THIS BUILDING IS DESIGNED AS A "C" COASTAL
 EXPOSURE. PLEASE REVIEW END ZONES OF BUILDING AND
 ASSCIATED PRESSURES ,
 TABLE 1609.6.2.1(4) ADJUSTMENT FACTOR FOR BUILDING
 HEIGHT AND EXPOSURE, THIS BUILDINGS ROOF HEIGHT IS 27'
 WITH A 1.40 FACTOR.
  
 13) NOTE ONE SET OF PLANS THE STRUCTURAL SHEETS ARE NOT
 SIGNED NOR SEALED( ONMJ) ANTONIO ARTHAY PE.
 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
  
 14) NOTE AWNINGS ARE TO BE UNDER A SEPERATE PERMIT.
 INFORMATIONAL ONLY, A LETTER FROM THE OWNER (NOT
 TENANT) IS TO ACCOMPANY ALL FABRIC OR MEMBRANE-COVERED
 STRUCTURE DESIGNED WITH A QUICK REMOVAL OR BREAKAWAY
 MEMBRANE OR FABRIC TO ACKNOWLEDGE THEIR RESPONSIBILITY
 TO HAVE THE AWNING COVER REMOVED PRIOR TO ANY WIND
 EVENT WITH PROJECTED WIND SPEEDS OF 75 MPH OR GREATER.
 THE LETTER MUST BE SIGNED BY THE OWNER NOT TENANT.
 3105.4.2.1
 THE WIND DESIGN LOADS FOR ANY FABRIC OR
 MEMBRANE-COVERED STRUCTURE DESIGNED WITH A QUICK
 REMOVAL OR BREAKAWAY MEMBRANE OR FABRIC AT WIND
 VELOCITIES OF 75 MPH,
  
 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]
  
 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 E ELECTRICAL
Rev No 2 Status P Date 2009-11-25 Cont ID  
Sent By dpalmer Date 2009-11-25 Time 09:28 Rev Time 0.00
Received By dpalmer Date 2009-11-25 Time 06:49 Sent To  
Notes
2009-11-25 09:29:56NOC HAS EXPIRED, ONLY NOTED FOR CONTRACTOR.
2009-11-25 09:29:14* PROVISO **
  
 ** REVIEW UNDER THE 2004 FBC W/ 2006/2007 REVISIONS.
  
 ** THE CONDITIONS FOR PROVISO ARE GIVEN TO HAVE PLANS
 REVISED AND SUBMITTED FOR REVIEW WITHIN 30DAYS OF
 ISSUANCE OF PERMIT FOR BASE BUILDING.
  
 ** THE GENERATOR AND ATS ARE NOT INCLUDED AND SHALL BE
 UNDER SEPARATE PERMITS. NO REVIEW IS DONE FOR LOCATION
 OR CODE COMPLIANCE.
  
  
  
 1) NOTE: PLEASE REVISE AND SUBMIT SIGNED, DATED AND
 SEALED PHOTO-METRICS FOR EGRESS PATHS FOR NORMAL
 OPERATION AS WELL AS EMERGENCY.
 FBC 1016.1.2, NFPA-101 7.8.1.3, 7.9.1.2,.2.2.
  
 2) NOTE: LIGHTING KEY NOTES NOTE #2 STATES TO
 WIRE/CIRCUIT ALL EMERGENCY LIGHT FIXTURES TO LOCAL
 BRANCH CIRCUIT PER 700.12F ( EXCEPTION). CAN NOT WIRE
 PER EXCEPTIONS AS NO AREAS ON PLANS MEET EXCEPTION
 LISTED IN THE NFPA-70 ( NATIONAL ELECTRICAL CODE).
 CIRCUITING ON PLANS INDICATES C-1, HOWEVER THE PLANS DO
 NOT MEET EXCEPTION IN SECTION TO WIRE ALL FIXTURES TO
 ONE CIRCUIT.
 THE E3 FIXTURES FOR EXAMPLE ARE SHOWN TO BE CIRCUITED
 TO SEPARATE CIRCUIT THAN THE OTHER NORMAL LIGHTING IN
 THE STAIR AREAS ON THE OUTSIDE OF THE BUILDING.
 CIRCUITING NEEDS TO BE REVISED.
  
 3) NOTE: LIGHTING CONTROLS PER 13-415.1.ABC.1.1,.1.2,
 .1.3 NEED TO BE ADJUSTED FOR CODE COMPLIANCE.
  
 A) DISPLAY AREAS ARE NOT SHOWING ANY SEPARATE SPACE
 CONTROLS OR CONTROLS FOR SEPARATE DISPLAY/ACCENT
 LIGHTING AREAS. PLEASE SEE 13-415.1.ABC.1.1 AND .1.3
  
 B) JANITOR/STORAGE CLOSETS ARE REQUIRED TO BE AUTOMATED
 LIGHTING CONTROLS OF SOME KIND. THESE ARE NOT AREAS
 CLASSIFIED TO MEET ANY OF THE EXCEPTIONS IN THE CODE.
 ** ADJUST CALCULATIONS FOR SPACES AND TYPES OF
 CONTROLS. ROOMS ARE 211,133, 118 ETC
  
 C) PLEASE SEE 13-415.1.ABC.1.1
 SECTION 1: SEPARATE LIGHTING CONTROLS REQUIRED FOR MORE
 THAN ONE FLOOR. RISER INDICATES RELAY PANELS FOR EACH
 FLOOR HOWEVER PLEASE ADJUST SCHEDULES TO SEPARATE
 FLOORS/CIRCUITING.
 AS SHOWN AT THIS TIME SEPARATION OF AREAS/CONTROLS FOR
 EACH FLOOR NEED TO BE IDENTIFIED TO SHOW SEPARATION.
  
 4) NOTE: ** THE SUBMITTED FLA COM CALCULATIONS ARE
 WITHOUT GROSS ERRORS AS STATED IN 13-103.3.
 PLEASE SEE 13-415.2, 13-415.2.ABC.1,
 13-415.2.ABC.1.1,.1.2 ETC THE USE OF *MANUAL ON/OFF* IS
 NOT APPLICABLE TO AREAS AS DESIGNATED ON PLANS AND THE
 INPUT DATA REPORT.
 ONLY AREAS WHICH ACTUALLY MEET EXCEPTIONS FOR *MANUAL
 ON/OFF* CAN BE DESIGNATED IN THE IDR FOR SUCH. THIS
 DOES NOT AFFECT THE CALCULATIONS FOR LESS EFFICIENCY.
 THE USE OF FOOD SERVICE FOR EMPLOYEE BREAK ROOM IS NOT
 ACCURATE. THIS WOULD BE OFFICE/GENERAL LIGHTING.
  
 5) NOTE: WIND LOAD CALCULATIONS AND INFORMATION MUST BE
 SUBMITTED FOR SITE LIGHTING POLES MEETING CHAPTER 16 OF
 THE FBC. WIND LOAD CALCULATIONS WILL BE REQUIRED TO BE
 SIGNED, DATED AND SEALED BY A FLORIDA REGISTERED
 ENGINEER. THESE WILL BE REVIEWED BY THE BUILDING PLANS
 EXAMINER.
  
 6) NOTE: ** NOTED ONLY FOR INFORMATION. PLEASE SEE ASME
 A17.1 2004 AS ADOPTED BY THE FBC. THE ELEVATOR CODE HAS
 BEEN REVISED FOR SEVERAL AREAS INCLUDING LIGHTING
 LEVELS IN ELEVATOR EQUIPMENT ROOMS, PIT AREAS, LANDINGS
 ETC.
 BASED ON PLANS, LIGHTING LEVELS DO NOT APPEAR TO MEET
 MINIMUMS.
 ** THIS IS ONLY NOTED FOR INFORMATION TO ALLEVIATE ANY
 HARDSHIPS/DELAYS FOR THE TCO OR CO CONDITIONS WHEN
 ELEVATOR AND EQUIPMENT IS INSPECTED BY THE STATE.
 ** THESE ITEMS ARE NOT UNDER THE REVIEW OF THE
 CONSTRUCTION SERVICES DEPARTMENT AND IS GIVEN FOR
 INFORMATION ONLY. IF THERE ARE QUESTIONS, PLEASE CALL.
  
 7) NOTE: TANK-LESS WATER HEATERS ON PLANS INDICATE
 TOTAL KW AS 9.6 YET FLA COM INDICATES 8KW. PLEASE
 ADJUST.13-412.
  
 8) NOTE: PLEASE INDICATE THE MINIMUM LEVELS FOR ADA
 COMPLIANCE OF HORN AND STROBE DEVICES PER 11-4.28.1,.2
 AND.3 (4).
 THE HEIGHTS ARE SHOWN ON LEGEND HOWEVER NOT LEVELS FOR
 CANDELA AND DB LEVELS.
 PLEASE KNOW THAT ALL FIRE ALARM PERMITS/FIRE SPRINKLERS
 ARE ALSO UNDER SEPARATE PERMITS.
  
 9) NOTE: **ALL LOW VOLTAGE PERMIT ARE SEPARATE.
  
 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 2008-11-10 Cont ID  
Sent By dpalmer Date 2008-11-10 Time 09:58 Rev Time 0.00
Received By dpalmer Date 2008-11-10 Time 09:58 Sent To  
Notes
2008-11-10 09:58:55 
  
  
 ** DENIED REVIEW **
  
 1) NOTE: PLEASE SUBMIT ENERGY CALCULATIONS WITH THE
 LIGHTING PERFORMANCE. PLEASE KNOW BASED ON THE
 FOLLOWING COMMENT THE USE AND OCCUPANCY SHALL BE
 COORDINATED. THE MAIN OCCUPANCY IS WAREHOUSE.
 13-415.2, 13-415.2.ABC.1.1, .1.2 AND .1.3.
 PLEASE BE SURE TO SEE REQUIRED ALLOWANCES FOR TRACK
 LIGHTING.
  
 2) NOTE: THE OCCUPANCY AS SHOWN IS IN QUESTION. THE
 PLANS INDICATE *WAREHOUSE* IN MOST LOCATIONS WITH ONLY
 FOUR SMALLER AREAS AS *RETAIL*. HOWEVER THE LIGHTING
 FIXTURE SCHEDULE ALONG WITH LIGHTING IN THE BUILDING
 LENDS TO ALL BEING RETAIL. THE LOAD CALCULATIONS ARE
 ALSO SUBMITTED AND SHOWN AS RETAIL. A CALL WAS PLACED
 TO THE ARCHITECT AND ENGINEERS OFFICE AS THE USE OF
 LIGHTING AND OTHER ALLOWANCES WOULD BE REQUIRED TO BE
 FIGURED ON THE WAREHOUSE. PLANS INDICATE RETAIL IN
 NUMEROUS LOCATIONS INCLUDING RETAIL LIGHTING, RETAIL
 DECRETIVE LIGHTS ETC.
 IF THIS IS RETAIL OCCUPANCY PLEASE ADJUST PLAN
 ACCORDINGLY.
 FBC 301.1
 FBC 13-415.2
 NEC 220
  
 3) NOTE: PLEASE SUBMIT EGRESS PHOTO-METRICS UNDER
 NORMAL AND EMERGENCY LEVELS FOR EGRESS PATHS. PLEASE
 SEE NFPA-101 7.8.1.3, 7.9.1.2, .2.2. STAIRS SHALL BE
 10FT CANDLE UNDER NORMAL AND 1FT CANDLE UNDER
 EMERGENCY.
  
 4) NOTE: THE RISER IS CONFUSING AND UNCLEAR AT THIS
 TIME. THE RISER CLEARLY SHOWS A NEW MAIN WHICH HAS THE
 SERVICE ENTRANCE CONDUITS FROM FPL TO MAIN. THESE ARE
 THREE CONDUITS WITH 400MCM. THE RISER THEN SHOWS A
 KEYNOTE #8 WHICH APPEARS TO BE FROM THE ATS TO MDP
 HOWEVER AS NO CONDUIT OR KEYNOTE IS SHOWN FROM THE MAIN
 TO THE ATS IT IS UNCLEAR AT THIS TIME OF THE SIZES ETC.
 AS SHOWN FROM THE ATS TO THE MDP THE KEY NOTE #8 THERE
 IS ONLY TWO SETS OF 400MCM. BASED ON 310.16 AND 240.4B
 THESE ARE OF INSUFFICIENT SIZE. THE MDP SCHEDULE NOTES
 THREE SETS. IT IS UNCLEAR HOW THE ATS CAN BE FUTURE
 WHEN THE RISER INDICATES THE CONDUITS FROM THE MAIN TO
 THE ATS AND THEN TO THE MAIN DISTRIBUTION PANEL. IF THE
 ATS WILL NOT BE INSTALLED AT THIS TIME THEN THE
 CONDUITS NEED TO BE SHOWN FROM MAIN TO THE MLO MDP. IF
 THE ATS WILL BE INSTALLED AT THIS TIME PLEASE SUBMIT
 THE MANUFACTURE SPECS/CUT SHEETS.
 PLEASE ALSO SEE THE RISER HAS KEYNOTES NUMBERED UP TO
 AND INCLUDING #13 HOWEVER THE RISER KEYNOTES ONLY STATE
 NOTES UP TO #11
 PLEASE ADJUST RISER AS NEEDED.
  
 5) NOTE: PLEASE SEE 13-415.1.ABC.1.1,.1.2 WITH RESPECT
 TO LIGHTING CONTROLS ON EACH FLOOR. PLEASE SUBMIT MORE
 INFORMATION ON THE PROPOSED LIGHTING CONTROL SYSTEM.
 PLEASE SHOW ALL OVER RIDE LOCATIONS FOR THE OCCUPANT TO
 SEE THE LIGHTING WHICH IS BEING CONTROLLED OR SHOW A
 DETAIL ON THE EXCEPTION TO THIS.
  
 6) NOTE: PLEASE SEE 13-415.1.ABC.1.4. THE PLANS CONTAIN
 A NOTE FOR OUTSIDE LIGHTING TO BE ROUTED THROUGH AN
 ASTRONOMICAL TIME CLOCK HOWEVER PLEASE INDICATE THE
 REQUIRED BACK UP FOR PROGRAMMING. THE CODE SECTION
 GIVEN REQUIRES A MINIMUM OF 10HRS. THIS MAY BE MORE
 HOWEVER AT LEAST 10HRS.
  
 7) NOTE: PLEASE SEE 422.13 (2005 NEC) AS STORAGE TYPE
 WATER HEATERS ARE NOW CONSIDERED A CONTINUOUS LOAD AND
 NEEDS TO BE FIGURED AT 125%. PLEASE ADJUST LOAD
 CALCULATIONS.
  
 8) NOTE: PLEASE SEE FBC 11-4.28.1, .2 AND .3 FOR ALL
 DEVICES FOR ANY FIRE ALARM SYSTEM. PLANS NEED TO
 INDICATE ALL LOCATIONS, HEIGHTS AND THE LEVELS OF THE
 DEVICES FOR ADA COMPLIANCE.
  
 9) NOTE: PLEASE SEE 250.50, 250.66, 250.53, ETC. THE
 SIZE OF THE GROUNDING ELECTRODE CONDUCTOR TO THE FOOTER
 STEEL IS REQUIRED TO BE THE SAME SIZE OF THE GROUNDING
 ELECTRODE BASED ON THE SERVICE ENTRANCE CONDUCTORS. THE
 NOTES ON RISER CONTAIN A 3/0 WHICH IS OK HOWEVER AS THE
 SYSTEM IS CONTINUOUS WITH MORE THAN ONE ATTACHMENT THE
 SIZE FOR THE FOOTER ALSO NEEDS TO BE 3/0. ONLY WHEN THE
 SOLE CONNECTION IS TO THE FOOTER AND NO OTHER
 ATTACHMENTS DOES THE CODE PERMIT THE #4 TO BE THE
 LARGEST. PLEASE SEE HANDBOOK WHICH SHOWS THE *MINIMUM*
 SIZE OF #4.
  
 10) NOTE: THE RISER NOTES TO SEE PANELS FOR FEEDERS AND
 CONDUIT SIZES HOWEVER THESE FEEDERS ETC AS NOTED ON
 EACH PANEL DOES NOT PROVIDE THE EQUIPMENT GROUNDING
 CONDUCTORS. PLEASE PROVIDE THE EQUIPMENT GROUNDING
 CONDUCTORS.
 250.122, 250.110, ETC
  
 11) NOTE: COLOR CODING FOR 277/480V WOULD NEED TO BE
 BROWN, PURPLE, YELLOW. THIS COULD BE REDLINED AS THERE
 ARE NO 277/480V SYSTEMS ON THE PLANS. IN THE CODE
 ORANGE IS FOR HIGH-LEG SYSTEMS.
 THIS IS NOTED FOR INFORMATION ONLY.
  
 12) NOTE: THE LOAD CALCULATIONS INDICATE THE
 REQUIREMENT FOR SHOW WINDOWS HOWEVER PLEASE SEE 220.43B
 AND PLEASE SHOW HOW LOAD WAS FIGURED.
  
 ** IT IS IMPORTANT TO KNOW AS THERE IS SOME INFORMATION
 NOT YET SUBMITTED THERE MAY VERY WELL BE NEW COMMENTS
 ON THE FOLLOWING REVIEW WHICH COULD 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 2008-12-29 Cont ID  
Sent By mgonzale Date 2008-12-29 Time 12:01 Rev Time 1.00
Received By mgonzale Date 2008-12-29 Time 12:00 Sent To  
Notes
2008-12-29 12:01:29***** PASSED ******
  
 ENGINEERING COMMENTS BELOW:
 WE ARE BONDED WITH A LETTER OF CREDIT FROM ORION BANK.
 WE ALREADY HAD A PRE-CON AND THE CONSTR. COORD. IS
 DAVID MCKENZIE.
 WE ALSO HAVE AN APPROVED PRODUCTS LIST ON FILE, WHICH
 WAS SUBMITTED PRIOR TO THE PRE-CON.
  
 IF I MAY BE OF FURTHER ASSISTANCE:
 EMERY P. FABIAN
 ENGINEERING SERVICES DIVISION
 PROJECT COORDINATOR
 561-494-1078 OFFICE
 561-662-2269 CELL
 [email protected]
  
  
  
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2008-12-26 Cont ID  
Sent By mgonzale Date 2008-12-26 Time   Rev Time 1.00
Received By mgonzale Date 2008-12-26 Time   Sent To ENG
Notes
2008-12-26 13:28:45***** FAILED *****
  
 PLANS HAVE BEEN APPROVED THRU ENGINEERING DEPT. HOWEVER
 THERE ARE ITEMS PENDING SUCH AS
 APPROVED MATERIAL LIST.
 HTTP://WWW.CITYOFWPB.ORG/ENGINEERING/ENG_FORMS.PHP
 ERROSION AND LAND STABILIZATION BOND (PERFORMANCE BOND
 OR LETTER OF CREDIT ACCEPTABLE)
 HTTP://WWW.CITYOFWPB.ORG/ENGINEERING/ENG_FORMS.PHP
 PRE-CONSTRUCTION HAS NOT BEEN SCHEDULED WITH
 ENGINEERING
 4 LATEST SETS OF SITE ENGINEERING PLANS (WATER SEWER
 AND STORM) WILL NEED TO BE SUBMITTED TO SET-UP PREWORK.
 (2 MUST BE STAMPED BY EMERY AND RETURNED FOR SUBMISSION
 BACK TO CONSTRUCTION SERVICES WITH RESPONSE TO ITEMS
 ABOVE)
  
 PLEASE CONTACT:
  
 EMERY FABIAN, PROJECT COORDINATOR
 LOCATION ADDRESS:
 CITY OF WEST PALM BEACH
 ENGINEERING SERVICES DEPARTMENT
 1000 - 45TH STREET, SUITE 15
 WEST PALM BEACH FL 33407
 MAILING ADDRESS:
 CITY OF WEST PALM BEACH
 ENGINEERING SERVICES DEPARTMENT
 P.O. BOX 3506
 WEST PALM BEACH FL 33401
 TELEPHONE:
 45TH STREET OFFICE : 561-494-1040
 45TH DIRECT: 561-494-1078
 FAX: 561-494-1117
 CENTRAL OPERATIONS CENTER (DISPATCH) 561-822-2210
 E-MAIL:
 [email protected]
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2009-12-02 Cont ID  
Sent By mawillia Date 2009-12-02 Time 14:46 Rev Time 0.00
Received By mawillia Date 2009-12-02 Time 13:50 Sent To B
Notes
2009-12-02 14:43:37*****APPROVED*****
  
 THE COMMENTS FROM THE PREVIOUS FIRE PLAN REVIEW HAVE
 BEEN ADDRESSED; PLAN SHEETS A2, A3, A7, A19, E2.1,
 E2.2, E3.1, E3.2, E4.1, E4.2, E5.1, AND E5.2 WERE
 STAMPED, INITIALED, AND DATED.
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2008-12-03 Cont ID  
Sent By mcarsill Date 2008-12-03 Time 11:24 Rev Time 0.00
Received By mcarsill Date 2008-12-03 Time 11:12 Sent To  
Notes
2008-12-03 11:23:42RETAIL / WAREHOUSE
 3415 SOUTH DIXIE HIGHWAY
  
 1. PLEASE INCLUDE THE FLORIDA FIRE PREVENTION CODE IN
 THE APPLICABLE CODES SECTION ON PAGE C1.
  
 2. CONSTRUCTION, RENOVATION, AND DEMOLITION TO COMPLY
 WITH NFPA 241.
  
 3. PLEASE SUBMIT SEPARATE PLANS AND PERMITS FOR THE
 INSTALLATION OF THE AUTOMATIC FIRE SPRINKLER SYSTEM.
  
 4. IN SOME CASES ON PAGE A2 TRAVEL DISTANCE ROUTES
 APPEAR TO PASS THROUGH SOLID WALLS.
  
 5. A KNOX-BOX AND KNOX LOCKING CAPS WILL BE REQUIRED
 FOR THE PROJECT. APPLICATIONS CAN BE OBTAINED FROM
 CENTRAL FIRE STATION, 804-4724.
  
 6. SEPERATE PLANS AND PERMITS WILL BE REQUIRED FOR THE
 INSTALLATION OF THE FIRE ALARM SYSTEM. THE FIRE ALARM
 SYSTEM WILL BE REQUIRED TO BE MONITORED BY A UL LISTED
 CENTRAL STATION APPROVED FOR CENTRAL STATION SERVICE.
  
 7. PLEASE EXPLAIN EXISTING. EXITING APPEARS TO PASS
 THROUGH WAREHOUSE AREAS. HOW ILL EXIT ACCESS BE
 MAINTAINED IN THESE AREAS USED FOR STORAGE PURPOSES.
 WHAT METHODS OR DEVICES ARE PLANNED TO MAINTAIN EXIT
 ACCESS.
  
 8. IT APPEARS THAT ADDITIONAL EMERGENCY LIGHT FIXTURES
 ARE NEEDED IN SOME OF THE EXIT ACCESS AREAS.
  
 9. PLEASE INDICATE INTERIOR FINISH CLASSIFICATIONS FOR
 WALLS AND CEILINGS.
  
 10. WHAT TYPES OF MATERIALS ARE PLANNED TO BE STORED IN
 THE WAREHOUSE AREAS.
  
 11. TACTILE SIGNAGE REQUIRED AT EXIT LOCATIONS.
  
 12. ELEVATOR WARNING SIGNS ARE TO BE PROVIDED.
  
 13. BUILDING ADDRESS REQUIRED ON PROPER ELEVATION. A
 MINIMUM OF AT LEAST 6" HIGH AND 1" WIDE NUMBERS ARE
 REQUIRED.
  
 14. NO COMBUSTIBLE MATERIALS ALLOWED IN THE RETURN AIR
 PLENUM.
  
 15. PLEASE DISPLAY ALL PROPOSED FIRE EXTINGUISHER
 LOCATIONS.
  
 16. PLEASE R EVIEW DOOR SCHEDULE AND WALL DETAILS. THE
 DOOR SCHEDULE DECLARES 90 MINUTE C LABEL BUT SHOULD
 READ 90 MINUTE B LABELED. THE PROPER RATING OF DOORS
 SHALL BE INSTALLED IN THE APPROPRIATE WALL TYPES.
  
  
 MIKE CARSILLO, BATTALION CHIEF
 BUREAU OF FIRE PREVENTION
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2011-02-28 Cont ID  
Sent By jgomez Date 2011-02-28 Time 15:49 Rev Time 0.00
Received By jgomez Date 2011-02-28 Time 15:49 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2010-05-06 Cont ID  
Sent By lmartine Date 2010-05-06 Time 13:38 Rev Time 0.00
Received By lmartine Date 2010-05-06 Time 13:38 Sent To  
Notes
2010-05-06 13:38:39GAVE TO JIM
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2009-11-18 Cont ID  
Sent By lmartine Date 2009-11-18 Time 16:55 Rev Time 0.00
Received By lmartine Date 2009-11-18 Time 16:15 Sent To  
Notes
2009-11-18 16:56:28**************** EXPEDITED ****************
 C--2
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date   Cont ID  
Sent By   Date 2008-12-26 Time   Rev Time 0.00
Received By adarroug Date 2008-11-04 Time 15:16 Sent To  
Notes
2008-11-04 15:16:45TO "COMM" BD#38
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2009-12-01 Cont ID  
Sent By rregueir Date 2009-12-01 Time 17:57 Rev Time 0.00
Received By rregueir Date 2009-12-01 Time 17:23 Sent To  
Notes
2009-12-01 17:57:16PROVIDE COOLING LOAD CALCULATIONS FOR THE BUILDING AT
 TIME OF MECHANICAL SUB-PERMIT APPLICATION IN ACCORDANCE
 WITH FBC-B 13-407.AB.1.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2008-11-06 Cont ID  
Sent By tgordon Date 2008-11-06 Time 15:29 Rev Time 6.00
Received By tgordon Date 2008-11-06 Time 15:29 Sent To  
Notes
2008-11-06 15:42:44PLAN REVIEW UNDER THE 2004 FLORIDA BUILDING CODE &
 REFERENCED CODES WITH 2007 REVISIONS, CITY OF WEST PALM
 BEACH AMENDMENTS TO CHAPTER 1 (W.P.B.), FLORIDA
 ADMINISTRATIVE CODE (F.A.C.), AND FLORIDA STATUTES
 (F.S.).
  
 *** DENIED ***
  
 1) SUBMIT ENERGY CALCULATIONS FOR REVIEW, PER 2004 FBC
 13-101.1.1.
  
 2) SUBMIT COOLING LOAD CALCULATIONS FOR REVIEW, PER
 2004 FBC 13-407.1.ABC.1.
  
 3) SUBMIT MANUFACTURER'S SPECIFICATION SHEETS FOR THE
 A/C SYSTEMS, PER 2004 FBC/M 304.1 AND FBC
 13-407.1.ABC.1.1.
  
 4) SHOW THE SEER OF EACH SYSTEM IN THE EQUIPMENT
 SCHEDULE, SEE 2004 FBC 13-407.1.ABC.3.1.1.
  
 5) THERE ARE 37 AIR HANDLER UNITS BEING INSTALLED,
 PLEASE NUMBER THEM ON THE PLAN FROM 1 TO 37, AND SHOW
 ON THE EQUIPMENT SCHEDULE WHICH AIR HANDLER GOES TO
 WHICH CONDENSER UNIT, SEE 2004 FBC 13-407.1.ABC.2.1.1.
  
 6) NEED TO PROVIDE OUTSIDE AIR TO OFFICES 1 & 2 ON THE
 FIRST FLOOR AND THE EMPLOYEES LOUNGE ON THE SECOND
 FLOOR, PER 2004 FBC/M 401.2.
  
 7) TWO A/C DUCTS ARE PENETRATING A RATED WALL BETWEEN
 THE RETAIL ROOM 112 AND DISPLAY WINDOW 4 AREA FIRE
 DAMPERS NEED TO BE INSTALLED OR MEAT THE EXCEPTIONS OF
 2004 FBC/M 607.5.2.
  
 8) PLAN M4.1 "SEQUENCE OF OPERATION" NOTES STATES THE
 UNITS HOT GAS REHEAT SOLENOID VALVE SHALL BE ENERGIZED
 TO MAINTAIN ADJUSTABLE HUMIDITY SETPOINT SETTINGS.
 PLEASE SHOW COMPLIANCE WITH 2004 FBC 13-407.1.ABC.2.2
 HOT GAS BYPASS LIMITATION.
  
 9) AIR HANDLER 10 IS 100% OUTDOOR AIR AND NEEDS TO
 COMPLY WITH 2004 FBC 13-409.1.ABC.3.3 SHUTOFF DAMPER
 CONTROLS. BOTH OUTDOOR AIR SUPPLY AND EXHAUST SYSTEMS
 SHALL BE EQUIPPED WITH MOTORIZED DAMPERS THAT WILL
 AUTOMATICALLY SHUT WHEN THE SYSTEMS OR SPACES SERVED
 ARE NOT IN USE. VENTILATION OUTSIDE AIR DAMPERS SHALL
 BE CAPABLE OF AUTOMATICALLY SHUTTING OFF DURING
 PREOCCUPANCY BUILDING WARMUP, COOLDOWN, AND SETBACK,
 EXCEPT WHEN VENTILATION REDUCES ENERGY COSTS (E.G.,
 NIGHT PURGE) OR WHEN VENTILATION MUST BE SUPPLIED TO
 MEET CODE REQUIREMENTS. EXCEPTIONS: 1. GRAVITY
 (NONMOTORIZED) DAMPERS ARE ACCEPTABLE IN BUILDING
 EXHAUST AIR SYSTEMS. PLEASE ALSO ADJUST THE NOTES IN
 THE "SEQUENCE OF OPERATION" ON PLAN M4.1.
  
 10) PLEASE SUBMIT PRODUCT APPROVAL OR AN NOA ON THE
 OUTDOOR WALL LOUVERS FOR THE OUTSIDE AIR INTAKE AND THE
 36X10 RELIEF AIR DUCTS, SEE FS 553.842(1) AND FAC RULE
 9B-72, 9B-72.005, AND FAC 9B-72.010(31)(C).
  
 **PRODUCT APPROVALS SUBMITTED WITH PERMIT APPLICATION
 AFTER OCTOBER 1, 2003 ARE REQUIRED TO COMPLY WITH THE
 FLORIDA PRODUCT APPROVAL SYSTEM. FOR INFORMATION PLEASE
 SEE THE STATE WEBSITE AT WWW.FLORIDABUILDING.ORG.
 PRODUCTS WITH STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS THE PRODUCT
 IDENTITY NUMBER FROM THE STATE. IF THE PRODUCT DOES NOT
 HAVE STATEWIDE APPROVAL, SUBMIT AN APPLICATION FOR
 LOCAL PRODUCT APPROVAL OR SITE SPECIFIC FORM PER RULE
 9B-72. SEE ATTACHMENT. WWW.FLORIDABUILDING.ORG.
  
 *** PRODUCT APPROVALS SHALL BE REVIEWED AND APPROVED IN
 WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL (A SHOP REVIEW STAMP AND
 SIGNATURE WILL MEET THIS REQUIREMENT). SEE W.P.B.
 AMEND. 106.3.
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729
 E-MAIL; [email protected]
Review Stop P PLUMBING
Rev No 2 Status P Date 2009-11-19 Cont ID  
Sent By kstevens Date 2009-11-19 Time 18:08 Rev Time 0.00
Received By kstevens Date 2009-11-19 Time 18:08 Sent To  
Notes
2009-11-19 18:08:46SEE RED LINE CORRECTIONS ON SHTS A4, A5 & P4.4.
Review Stop P PLUMBING
Rev No 1 Status F Date 2008-11-18 Cont ID  
Sent By kstevens Date 2008-11-18 Time 10:18 Rev Time 0.00
Received By kstevens Date 2008-11-17 Time 16:56 Sent To  
Notes
2008-11-18 11:19:34DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
 FBC-2004 BUILDING
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 1. THE PRINTED NAME OF THE PERSON SEALING THE DOCUMENT
 IS REQUIRED IN THE TITLE BLOCK OF EACH SHEET. MANY
 ARCHITECTURAL SHEETS DO NOT HAVE THE PRINTED NAME. FAC
 61G1-16.004(6) & FS 481.2055.
  
 2. SHTS A4 & A5 FLOOR PLAN AND ELEVATIONS FOR THE
 TOILET ROOMS. SHOW COMPLIANCE WITH THE FOLLOWING:
 ___FOR W/C'S:
 A. 11-4.16.2 CLEAR FLOOR SPACE
 B. 11-4.16.5 FLUSH CONTROLS
 ___FOR LAVS:
 A. 11-4.19.2 CLEARANCES (2'4-1/2" SHOWN ON ONE
 ELEVATION. 2'5" MIN. REQUIRED)
 B. 11-4.19.3 CLEAR FLOOR SPACE
 C. 11-4.19.5 FAUCETS
 ___FOR TOILET ROOMS
 A. 11-4.22.3 UNOBSTRUCTED TURNING AREA
  
 3. SHT A5 EMPLOYEE LOUNGE SINK. SHOW COMPLIANCE FOR THE
 FOLLOWING:
 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. SUBMIT A DETAIL FOR THE ACCESSIBLE DRINKING FOUNTAIN
 SHOWING COMPLIANCE WITH SECTION 11-4.15 WITH ALL
 SUBSECTIONS AS WELL AS SECTION 11-4.1.3(10)(A)
 PROVISIONS FOR THOSE WHO HAVE DIFFICULTY BENDING OR
 STOOPING.
  
 5. SHT A6 SUBMIT CALCULATIONS FOR ALL ROOF DRAINS. SHOW
 THE SQUARE FOOTAGE AREA FOR EACH ROOF DRAIN AND SHOW
 1/2 AREA OF ALL VERTICAL WALLS INCLUDING PARAPETS ADDED
 TO EACH AREA. INDICATE TOTAL SQUARE FOOTAGE BEING
 DRAINED BY EACH ROOF DRAIN. TABLE 1106.3.
  
 6. SHT A6 SHOW THE LOCATION OF EACH SECONDARY ROOF
 DRAIN AND OR EMERGENCY OVERFLOW SCUPPER. SECTION 1107.
  
 7. SHT A19 ROOM FINISH SCHEDULE, ROOM 125. PER SECTION
 1210.2 WALLS WITHIN 2 FEET OF W/C'S OR URINALS SHALL
 HAVE A SMOOTH, HARD, NONABSORBENT SURFACE. PAINTED GYP.
 WALLBOARD DOES NOT COMPLY. PLEASE INDICATED METHOD OF
 COMPLIANCE.
  
 8. MANY PLMG, MECH, & ELECT SHEETS DO NOT SHOW THE
 REQUIRED INFORMATION FOR THE SEAL. PLEASE RESEAL THE
 SHEETS SO THAT ALL INFORMATION REQUIRED PER FAC
 61G15-23.001(1)(2) SHALL BE INPRESSED ON THE EACH
 SHEET. FS 471.025.
  
 9. SUBMIT AN ISOMETRIC WATER RISER DIAGRAM. SHOW ALL
 PIPE SIZES & REQUIRED VALVES AS WELL AS WATER HAMMER
 ARRESTORS REQUIRED BY SECTION 604.9. SECTION
 106.3.5.1.3.
  
 10. AND RPZV BACKFLOW IS REQUIRED ON THE WATER SERVICE
 TO THE BUILDING. SECTION 608.13.2.
  
 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 2 Status P Date 2009-11-19 Cont ID  
Sent By kdfreema Date 2009-11-19 Time 09:32 Rev Time 0.00
Received By kdfreema Date 2009-11-19 Time 09:32 Sent To  
Notes
2009-11-19 09:32:54***PROVISO***
  
 PROOF OF SIDEWALK EASEMENT SHALL BE PROVIDED PROIR TO
 THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
Review Stop Z ZONING
Rev No 1 Status F Date 2008-11-06 Cont ID  
Sent By kdfreema Date 2008-11-06 Time 14:17 Rev Time 0.00
Received By kdfreema Date 2008-11-06 Time 14:17 Sent To  
Notes
2008-11-06 14:25:32***FAILED***
  
 1. THE LANDSCAPE PLAN IS REQUIRED TO BE SUBMITTED.
  
 PLEASE CONTACT KELLY FREEMAN, PLANNER, AT 561-822-1458
 OR [email protected] WITH QUESTIONS.


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved