Plan Review Details - Permit 04111429
Plan Review Stops For Permit 04111429
Review Stop B BUILDING (STRUCTURAL)
Rev No 9 Status P Date 2006-08-31 Cont ID  
Sent By jwitmer Date 2006-08-31 Time 11:24 Rev Time 0.00
Received By jwitmer Date 2006-08-31 Time 11:24 Sent To  
Notes
2006-08-31 00:00:00REVISION CEILING ABOVE SALAD BAR
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status P Date 2006-06-27 Cont ID  
Sent By jwitmer Date 2006-06-27 Time 07:53 Rev Time 0.77
Received By jwitmer Date 2006-06-27 Time 07:53 Sent To PC
Notes
2006-06-27 00:00:00REVISION FRONT ENTRY DOORS
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status F Date 2006-06-22 Cont ID  
Sent By jwitmer Date 2006-06-22 Time 08:44 Rev Time 0.55
Received By jwitmer Date 2006-06-22 Time 08:44 Sent To ENG
Notes
2006-06-22 00:00:00PERMIT: 04111429
 ADD: 1900 PALM BCH LAKES
 CONT: SHANE JOHN ALLEN
 TEL: (585)509-1980
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW: REVISION DATED 6/13/06
 TRASH DUPSTER ENCLOSURE
 ACTION: DENIED
  
  
 1) PLANS, SPECIFICATIONS,REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 2) 61G1-16.004FL. ADMIN. CODE.PLANS
 PREPARED BY A REGISTERED ARCHITECT SHALL
 INCLUDE A TITLE BLOCK WHICH MUST:
 - STATE THE FIRM NAME, ADDRESS AND
 TELEPHONE NUMBER
 - STATE THE FIRM LICENSE NUMBER
 - STATE PROJECT NAME OR IDENTIFICATION
 - STATE DATE PREPARED
 - INCLUDE AN ORIGINAL SIGNATURE AND
 DATED SEAL
 - INCLUDE THE PRINTED NAME OF THE
 ARCHITECT SEALING THE PLANS
  
 3) 481.219 F.S.CERTIFICATE OF
 AUTHORIZATION.THE TITLE BLOCK FOR ANY
 SHEET BEARING THE NAME OF AN ARCHITECT
 PRACTICING UNDER A FICTITIOUS NAME, A
 CORPORATION, OR A PARTNERSHIP, OFFERING
 ARCHITECTURAL SERVICES, SHALL INCLUDE
 THE CERTIFICATE OF AUTHORIZATION
 NUMBER.ADD THE NUMBER TO EACH SHEET.
 THIS MAY BE ADDED BY HAND.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status F Date 2006-06-21 Cont ID  
Sent By jwitmer Date 2006-06-21 Time 09:29 Rev Time 0.77
Received By jwitmer Date 2006-06-21 Time 09:29 Sent To PC
Notes
2006-06-21 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04111429
 ADD: 1900 PALM BCH LAKES
 CONT: SHANE JOHN ALLEN
 TEL: (585)509-1980
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW: REVISION DATED 6/13/06
 ACTION: DENIED
  
  
 1) PLANS, SPECIFICATIONS,REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 2) 61G1-16.004FL. ADMIN. CODE.PLANS
 PREPARED BY A REGISTERED ARCHITECT SHALL
 INCLUDE A TITLE BLOCK WHICH MUST:
 - STATE THE FIRM NAME, ADDRESS AND
 TELEPHONE NUMBER
 - STATE THE FIRM LICENSE NUMBER
 - STATE PROJECT NAME OR IDENTIFICATION
 - STATE DATE PREPARED
 - INCLUDE AN ORIGINAL SIGNATURE AND
 DATED SEAL
 - INCLUDE THE PRINTED NAME OF THE
 ARCHITECT SEALING THE PLANS
  
 3) 481.219 F.S.CERTIFICATE OF
 AUTHORIZATION.THE TITLE BLOCK FOR ANY
 SHEET BEARING THE NAME OF AN ARCHITECT
 PRACTICING UNDER A FICTITIOUS NAME, A
 CORPORATION, OR A PARTNERSHIP, OFFERING
 ARCHITECTURAL SERVICES, SHALL INCLUDE
 THE CERTIFICATE OF AUTHORIZATION
 NUMBER.ADD THE NUMBER TO EACH SHEET.
 THIS MAY BE ADDED BY HAND.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2005-11-10 Cont ID  
Sent By jwitmer Date 2005-11-10 Time 12:39 Rev Time 0.55
Received By jwitmer Date 2005-11-10 Time 12:39 Sent To PC
Notes
2005-11-10 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04111429
 ADD: 1900 PALM BCH LAKES
 CONT: SHANE JOHN ALLEN
 TEL: (585)509-1980
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW:
 ACTION: DENIED
  
 PLANS, SPECIFICATIONS,REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2005-06-30 Cont ID  
Sent By jwitmer Date 2005-06-30 Time 20:11 Rev Time 0.77
Received By jwitmer Date 2005-06-30 Time 20:11 Sent To PC
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2005-05-31 Cont ID  
Sent By jwitmer Date 2005-05-31 Time 15:17 Rev Time 4.40
Received By jwitmer Date 2005-05-31 Time 12:10 Sent To  
Notes
2005-05-31 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04111429
 ADD: 1900 PALM BEACH LAKES BLVD
 CONT:SHAH, DROTOS & ASSOC
 TEL: (954)943-9433
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 3RD REVIEW
 ACTION: DENIED
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2)THIRD REQUEST NUMBER 2 FROM THE
 PREVIOUS REVIEW. THIS PROJECT IS LOCATED
 IN A QUESTIONABLE SOILS ZONE. THE
 STRUCTURAL ENGINEER MAY DESIGN THE
 BUILDING TO PERFORM TO A MINIMUM SAFE
 BEARING CAPACITY BUT HOW DOES HE KNOW
 WHAT THAT CAPACITY IS? PROVIDE THE
 FOLLOWING SOILS INFORMATION;
 FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL
 IS NOT DEFINITLY KNOWN OR IS IN QUESTION
 THE BUILDING OFFICIAL MAY REQUIRE EXPLOR
 ATIONS, TEST OR OTHER ADEQUATE PROOF AS
 TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICALREPORT FROM A DESIGN PROFESSIONAL
 PROPERLY LICENSED IN THE STATE OF
 FLORIDA.
  
 3) 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.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2005-03-02 Cont ID  
Sent By jwitmer Date 2005-03-02 Time 07:00 Rev Time 3.33
Received By jwitmer Date 2005-03-02 Time 06:59 Sent To  
Notes
2005-03-02 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04111429
 ADD: 1900 PALM BEACH LAKES BLVD
 CONT:SHAH, DROTOS & ASSOC
 TEL: (954)943-9433
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 2ND REVIEW
 ACTION: DENIED
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2)SECOND REQUEST NUMBER 2 FROM THE
 PREVIOUS REVIEW. THIS PROJECT IS LOCATED
 IN A QUESTIONABLE SOILS ZONE. THE
 STRUCTURAL ENGINEER MAY DESIGN THE
 BUILDING TO PERFORM TO A MINIMUM SAFE
 BEARING CAPACITY BUT HOW DOES HE KNOW
 WHAT THAT CAPACITY IS? PROVIDE THE
 FOLLOWING SOILS INFORMATION;
 FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL
 IS NOT DEFINITLY KNOWN OR IS IN QUESTION
 THE BUILDING OFFICIAL MAY REQUIRE EXPLOR
 ATIONS, TEST OR OTHER ADEQUATE PROOF AS
 TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICALREPORT FROM A DESIGN PROFESSIONAL
 PROPERLY LICENSED IN THE STATE OF
 FLORIDA.
  
 3) SECOND REQUEST NUMBER 3 FORM THE
 PREVIOUS REVIEW, THE RESPONSE WAS
 ,PLEASE REFER TO ENERGY CALCULATIONS AND
 REPORT FROM THE MECANICAL ENGINEER. NO
 ENERGY CALCUALTIONS NOR REPORT
 SUBMITTED.
 FL BLD CODE CHAP 13 ENERGY EFFICENCY
 PROVIDE ENERGY CALS/ W MANUAL "J".
  
 4) SECOND REQUEST, COMMENT # 4 FROM THE
 PREVIOUS REVIEW DEALS WITH SIGNED &
 SEALED PLANS, REPORTS ( STRUCTURAL
 CALCULATIONS) TRUE WHILE PLANS DO NOT
 NEED TO BE SEALED FOR PLAN REVIEW, IF
 PLANS ARE PERMIT READY ALL THE DESIGN
 PROFESSIONAL WILL COME INTO CITY HALL
 TO SIGN AND SEAL (RAISED) PLANS. PLANS
 IF READY FOR PERMIT DO NOT GET STAMPED
 UNTIL ALL FEES ARE PAID AND IMPACT FEES
 PAID TO THE COUNTY.
 PLANS, SPECIFICATIONS,REPORTS OR OTHER
 DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 5) SECOND REQUEST, COMMENTNUMBER 5
 FROM THE PREVIOUS REVIEW, DEALS WITH
 TYPE VI CONSTRUCTION IN THE FIRE ZONE,
 RESPONSE BUILDING TYPE IS TYPE V-B. THIS
  
 MAY BE A BUILDING TYPE IN THE IBC BUT IT
 ISN'T IN THE 2001 FLORIDA BUILDING CODE.
 CORRECT ON THE CODE COMPLIANCE SHEET
 T1.1 AND ON S701 DETAIL (2) THE WORDING
 "FIREPROOF PLYWOOD" PROVIDE
 DOCUMENTATION OF "FIREPROOF PLYWOOD"
 MEETING THE REQUIREMENTS OF ASTM 136 OR
 ASTM E 84.I BELIEVE THE TERM SHOULD BE
  
 "FIRE RETARDENT TREATED".
  
 6) SECOND REQUEST DEALS WITH IN THE
 CORRECTION OF THE ABOVE CODE COMPLIANCE
 LISTED ABOVE, TYPE V, UNSPRINKLERED NOT
 "B".
  
 7) SECOND REQUEST, COMMENT 10 FROM THE
 PREVIOUS REVIEW, DEALS WITH DOOR # 100,
 THE PRODUCT APPROVAL SUBMITTED IS FOR A
 SERIES "2000 O-SX-SX-O ALUMINIUM
 AUTOMATIC SLIDING GLASS DOOR SYSTEM W/
 BREAKOUT. THE DOOR SCHEDULE EVEN HAS THE
  
 NOA FOR THE ABOVE MENTIONED, BUT IN WOOD
 NOT ALUMINIUM, EXPLAIN.
 7B) RESPONSE ALSO INDICATES THAT THE
 DOOR WILL BE FITTED WITH PANIC HARDWARE,
 HOW WILL THIS BE ACCOMPLISHED WITH THE
 HORIZONTAL SLIDING MOTION?
  
 8)SECOND REQUEST,COMMENT # 15 FROM THE
 PREVIOUS REVIEW, 1606.2.4 MAIN FORCE
 RESISTING SYSTEM, DOES NOT INDICATE A
 ROOF FRAMING PLAN AND TRUSS ANCHOR
 SCHEDULE INDICATING THE POSITIVE AND
 NEGATIVE AND HORIZONTAL FORCES ACTING
 AGAINST THE TRUSSES. RESPONSE REFER TO
 ATTACHED RESPONCE FROM THE STRUCTURAL
 ENGINEER. AGAIN NO RESPONSE, NO
 INFORMATION?
  
 9) SECOND REQUEST, COMMENT 16 FROM THE
 PREVIOUS REVIEW, 1707.3.1 JOIST
 HANGERS, FRAMING ANCHORS & SIMILAR
 DEVICES SHALL BE TEST- ED IN ACCORDANCE
 W/ ASTM D 1761 & BE LABELED AND LISTED
 FOR THEIR LOAD CARRY- ING CAPACITY.
 THE RESPOSE: SEE ATTACHED RESPONSE FROM
 STRUCURAL ENGINEER, AGAIN NO RESPONSE,
 NO INFORMATION?
  
 10) FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) WINDOWS- (2) DIRRENT NOA WERE
 SUBMITTED FOR STOREFRONT WINDOWS FOR
 ARCH,(1) NOA 01-0619.01 FOR INTERIOR
 GLAZED UNITS (2) NOA 03-1211.08 FOR
 INTERIOR OR OUTSIDE GLAZED UNITS. WHICH
 WILL BE USED IF BOTH PROVIDE A SCHEDULE
 FOR VARIFICATION.
 B)MULLIONS: DEPENDING ON THE ABOVE
 INFORMATION
 SEPERATE MULLION REPORTS MAY BE
 REQUIRED.
 C) MISSING PRODUCT INFORMATION FOR A
 AUTOMATIC WOOD SLIDING ENTRY DOOR W/
 BREAKAWAY DOOR
 H) ROOFING REPORTS: J. M. METALS SEE
 NOA REQUIREMENTS FOR A OR B FIRE RATING
 REQUIREMENTS ( REFER TO ORIGINAL COMMENT
  
 NUMBER ((7) FBC* F102.2.4ROOF
 COVERINGS, ON BUILDINGS LOCATED IN THE
 FIRE DISTRICT, SHALL CONFORM TO THE
 REQUIREMENTS OF CLASS A OR B ROOF
 COVERINGS, AS DEFINED IN FBC 1505.
 ANNOTATE THE PLANS TO DEMONSTRATE
 COMPLIANCE.) NOA UNDER APPROVED SYSTEMS
 FIRE BARRIER BOARD SEE WHAT ADDITIONAL
 MATERIALS THAT CAN BE APPROVED TO MAKE
 AN APPROVED FIRE BARRIER.
  
 11) 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.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2004-12-15 Cont ID  
Sent By jwitmer Date 2004-12-15 Time 12:54 Rev Time 5.50
Received By jwitmer Date 2004-12-15 Time 12:54 Sent To  
Notes
2004-12-15 00:00:00BUILDING PLAN REVIEW
 PERMIT:04111429
 ADD:1900 PALM BCH LAKES BLVD
 CONT:***PLAN REVIEW***
 SHAH DROTOS & ASSOC
 TEL: (954)943-9433
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION:
  
 1) BEFOREA PERMIT CAN BE ISSUED A
 RECORDEDNOTICE OF COMMENCEMENT WILL
 BE
 REQUIRED.
  
 2)FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL
 IS NOT DEFINITLY KNOWN OR IS IN
 QUESTION
 THE BUILDING OFFICIAL MAY REQUIRE
 EXPLOR
 ATIONS, TEST OR OTHER ADEQUATE PROOF AS
 TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICALREPORT FROM A DESIGN PROFESSIONAL
 PROPERLY LICENSED IN THE STATE OF
 FLORIDA.
  
 3) FL BLD CODE CHAP 13 ENERGY EFFICENCY
 PROVIDE ENERGY CALS/ W MANUAL "J"
  
 4) FOR PLANS SUBMITTED UNDER"PERMIT
 SET"
 PLANS, SPECIFICATIONS,REPORTS OR OTHER
 DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 5) SITE IS LOCATED IN A "FIRE
 DISTRICT",
 F102.1 NO TYPE VI CONSTRUCTION ALLOWED
 SEES701 DETAIL (2) EXTERIOR WALL OUT
 OF COMBUSTIBLES.
  
 6 ) FBC* F102.2.8PERMANENT CANOPIES/
 AWNINGS AND THEIR SUPPORTS, ON
 BUILDINGS
 LOCATED IN THE FIRE DISTRICT, SHALL BE
 OF NON-COMBUSTIBLE MATERIAL, FIRE
 RETARDANT TREATED WOOD, WOOD OF TYPE
 III
 SIZES OR OF 1-HOUR RESISTANT
 CONSTRUCTION.ANNOTATE THE PLANS TO
 DEMONSTRATE COMPLIANCE.
  
 7 ) FBC* F102.2.4ROOF COVERINGS, ON
 BUILDINGS LOCATED IN THE FIRE DISTRICT,
 SHALL CONFORM TO THE REQUIREMENTS OF
 CLASS A OR B ROOF COVERINGS, AS DEFINED
 IN FBC 1505.ANNOTATE THE PLANS TO
 DEMONSTRATE COMPLIANCE.
  
 8) FBC* F102.2.7ARCHITECTURAL TRIM,
 ON
 BUILDINGS LOCATED IN THE FIRE DISTRICT,
 SHALL BE CONSTRUCTED OF APPROVED
 NON-COMBUSTIBLE MATERIALS OR FIRE
 RETARDANT TREATED WOOD.ANNOTATE THE
 PLANS TO DEMONSTRATE COMPLIANCE.
  
 9) CORRECTION OF GENERAL NOTES & CODE
 COMPLIANCE, CONSTRUCTION TYPE:
 TYPE V UNSPRINKLERED NOT "B"
  
 10) DOOR # 100 PROVIDE INFORMATION ON
 THIS BEING A ACCESSIBLE DOOR AS WELL AS
 A FIRE EXIT. THIS DOOR APPEARS TO BE A
 HORIZONTAL SLIDING DOOR, IS THIS POWER
 ACTIVATED? SEE 1012.4.
  
 11) CE-3 SOUTH WALL OF BLDG IS LOCATED
 AT 15'-0" FROM PROPERTY LINE, 705.1.1.2
 OPENING PROTECTIVES, EVERY WALL WITHIN
 15'-0" OF A PROPERTY LINE SHALL BE
 EQUIPPED WITH APPROVED OPENING
 PROTECTIVES.
  
 12) A4.0 DETAILS 1& 2 TO COMPLY WITH:
 2111.1.9*PROVIDE A 1 1/2" RECESS
 FOR A WATERSTOP. FLOOR/ WALL.
  
 13) CORRECT BASES OF DESIGN UNDERS101
 A) 2001 FLORIDA BUILDING CODE
 B) WIND EXPOSURE "B" IF DESIGNED TO
 "C" HIGHER WIND PRESSURES WILL BE
 TAKEN.
  
 14) LOCAL AMENMENTS FOR ROOF SHEATHING:
 TABLE 2306.1 PALM BEACH COUNTY
 AMENDMENTS
 ROOF SHEATHING NAILING REQUIREMENTS
  
 ZONE 1 & 28D COMMON
 6" EDGES & 6" INTERMEDIATES
  
 ZONE 38DCOMMON
 4" EDGES & 6" INTERMEDIATES
  
 15) 1606.2.4 MAIN WIND FORCE RESISTING
 SYSTEM- PLANS DO NOT INDICATE A ROOF
 FRAMING PLAN AND TRUSS ANCHOR SCHEDULE
 INDICATING THE POSITIVE , NEGATIVE AND
 HORIZONTAL FORCES ACTING AGAINST THE
 TRUSSES.
  
 16) 1707.3.1 JOIST HANGERS, FRAMING
 ANCHORS & SIMILAR DEVICES SHALL BE
 TEST-
 ED IN ACCORDANCE W/ ASTM D 1761 & BE
 LABELED AND LISTED FOR THEIR LOAD
 CARRY-
 ING CAPACITY.
  
 17)FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) WINDOWS
 B) MULLIONS
 C) EXTERIOR GLAZED DOORS
 D) TRANSOMS
 E) STORM SHUTTERS/ IF LARGE MISSLE
  
 GLAZING IS NOT USED
 F) ROOFING ASSEMBLIES
 G) TRUSS ANCHORS
 PRODUCT APPROVALS SUBMITTED WITH
 PERMIT APPLICATION AFTER OCTOBER 1,
 2003
 ARE REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR
 INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 18)PROVIDE STORM PANEL INFORMATION WITH
 INSTALLATION SCHEDULE AND KEY PLAN WITH
 SPECIFIC ANCHORS AND MOUNTING TO BE
 USED
 FOR ALL NON-IMPACT GLAZING.FBC
 1606.1.4.
  
 19)FL BLD CODE 2001 SECTION 103.6,
 1606.1.4, 1707.4 & 3401.7.2.4.
 PROCEDURES: 1(B) A COMPLETE
 INSTALLATION
 SCHEDULE SUMMARIZING & IDENTIFYING
 OPENING SIZES, STORY HEIGHTS, UNIT MARK
 NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM
 BAR REINFORCING REQUIREMENTS, WALL
 PRES-
 SURE ZONES, SLAT TYPES, ETC., SHALL BE
 SUBMITTED AT TIME OF PERMIT APPLICATION
 TO FACILITATE PLAN REVIEW AND PERMIT
 ISSUANCE.
  
 20)1707.4.5.1 MULLIONS OCCURRING
 BETWEEN
 INDIVIDUAL WINDOW AND GLASS
 DOOR ASSEMBLIES. TESTING REPORTS ARE
 REQUIRED BY AN APPROVED TESTING
 LABORATORY OR BE ENGINEERED.
  
 21)1707.4.5.2 MULLIONS SHALL BE DESIGN-
 ED TO TRANSFER THE DESIGN PRESSURE
 LOADS
 APPLIED BY THE WINDOW OR DOOR
 ASSEMBLIES
 TO THE ROUGH OPENING SUBTRATE.
  
 22) 1707.4.3 EACH EXTERIOR DOOR
 ASSEMBLY
 NOT COVERED BY 1707.4.2
 (GLAZED DOORS) SHALL BE LISTED AND
 TEST-
 ED FOR A PERIOD EQUAL TO THE QUANITY
 3600/ V WHERE THE TIME PERIOD IS IN
 SECTIONS AND V IS IN MILES PER HR TAKEN
 FROM FIGURE 1606. THE TIME PERIOD SHALL
 ALSO INCLUDE A 10 SECOND PERIOD AT A
 LOAD EQUAL TO 1.5 TIMES THE DESIGN
 PRESSURE. DADE COUNTY & SBCCI REPORTS
 ARE ACCEPTED.
  
 23) 1204.2 SURROUNDING MATERIALS;
 THE WALLS & FLOORS OF ALL PUBLIC REST-
 ROOMS SHALL BE LINED WITH NONABSORBANT
 MATERIALS TO A HEIGTH OF 4'-0" ABOVE THE
 FLOOR.
 24) SHEET M-2 INDICATES ROOF TOP UNITS:
 1511.7 ROOF MOUNTED MECHANICAL UNIT S
 SHALL BE MOUNTED ON CURBS RAISED A
 MINIMUM OF 8 INCHES ABOVE THE ROOF SUR-
 FACE, OR WHERE ROOFING MATERIALS EXTEND
 BENEATH THE UNIT, ON RAISED EQUIPMENT
 SUPPORTS PROVIDING A MINIMUM CLEARENCE
 HEIGHT IN ACCORDANCE WITH TABLE 1511.7.
 MECH. 301.13 WIND RESISTANCE MECHANICAL
 EQUIPMENT, APPLIANCES AND SUP PORTS THAT
 ARE EXPOSED TO WIND SHALL BE DESIGNED
 AND INSTALLED TO RESIST THE WIND
 PRESSURES ON THE EQUIPMENT & THE
 SUPPORTS AS DETERMINED IN ACCORDANCE
 WITH THE FL BLD CODE. THIS MAY BE ACCOMP
 LISHED BY DESIGN OR BY APPLICATION OF
 SECTION 301.13.1.
  
 25)1503.4.4 PROTECTION AGAINST DECAY &
 TERMITES. CONDENSATE LINES & ROOF DOWN
 SPOUTS SHALL DISCHARGE AT LEAST 1 FT.
 AWAY FROM THE STRUCTURE SIDEWALL,
 WHETHER BY UNDERGROUND PIPING, TAIL EX-
 TENSIONS, OR SPLASH BLOCKS.
  
 26)1503.4.2 OVERFLOW DRAINS SHALL BE THE
 SAME SIZE AS ROOF DRAINS, INSTALLED WITH
 THE INLET FLOW LINE LOCATED 2" ABOVE THE
 LOWEST POINT OF THE ROOF LINE. OVERFLOW
 SCUPPERS SHALL BE A MINIMUM OF 4"IN
 HEIGTH AND SHALL BE PLACED IN WALLS OR
 PARARETS WITH THE INLET FLOW LINE
 NOT LESS THAN 2" ABOVE THE ROOF
 SURFACE.
  
 27)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.
 THE EXISTING BUILDING WILL BE
 DEMOLISHED, REQUIRE A CERTIFICATE OF
 COMPLETION FOR THE DEMOLITION WORK. IN
 DOING THIS YOU SHALL RECEIVE A CREDIT AT
 TIME OF IMPACT FEE ASSESSMENT.
  
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 5 Status P Date 2006-08-15 Cont ID  
Sent By dpalmer Date 2006-08-15 Time 14:04 Rev Time 0.00
Received By dpalmer Date 2006-08-15 Time 13:51 Sent To PC
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2005-06-30 Cont ID  
Sent By dpalmer Date 2005-06-30 Time 18:28 Rev Time 0.30
Received By dpalmer Date 2005-06-30 Time 18:22 Sent To  
Notes
2005-06-30 00:00:00PLANS STILL ONLY SUBMITTED AS "PLAN
 REVIEW" AND NOT SUBMITTED FOR PERMIT.
  
  
 ELECTRICAL PLANS OK, STAMPED TWO SETS.
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2005-05-10 Cont ID  
Sent By dpalmer Date 2005-05-10 Time 11:34 Rev Time 1.50
Received By dpalmer Date 2005-05-10 Time 10:39 Sent To  
Notes
2005-05-10 00:00:00******** UNSAT 3RDREVIEW********
  
 ** SWEET TOMATOES**
 PLANS SUBMITTED FOR PLAN REVIEW ONLY.
 NOT SUBMITTED FOR PERMIT AT THIS TIME.
  
 PLEASE SEE SOME OF THE COMMENTS FROM
 PREVIOUS TWO REVIEWS STILL NEED TO BE
 ADDRESSED.
 PLEASE SEE NOTES #'S:
 2,8,AND 9.
  
 2)NOTE: NOTE#2 NO, PLEASE SEE TITLE
 BLOCKS FOR ARCHITECTUAL FIRM STILL DOES
 NOT CONTAIN THE REQUIRED LICENSE
 INFORMAION AS REQUIRED UNDER FAC
 61G1-16.004 AS "REQUIRED" PER "FLORIDA
 STATUES". FS 481.219
 PLEASE SEE THIS INFORMATION IS REQUIRED
 FOR ALL SHEETS AND FOR ALL TRADES
 WHEATHER OR NOT COMMENTS ARE MADE BY
 OTHER REVIEWER(S).
 PLEASE SEE A -SHEETS, S- SHEETS ETC.
  
 8)NOTE: NOTE#8 NO, PLEASE SEE RECEPTS
 HAVE NOW BEEN ADDED AND ARE OK, HOWEVER
 THESE WERE ADDED"BELOW" WINDOWS.
 PLEASE SEE THESE ARE REQUIRED "ABOVE"
 WINDOWS AS SHOWN.
 210.62
  
 9)NOTE: NOTE#9 NO, PLEASE SEE PREVIOUS
 NOTES MENTIONED MANY ITEMS WHERE LOADS,
 EQUIPMENT PANELS ETC DID NOT CORRELATE
 ON RISERS OR PANELS OR EQUIPMENT
 SCHEDULE.
 PLEASE SEE MANY OF THESE ITEMS WERE
 REDLINED ON PLANS WHICH CAME THROUGH FOR
 REVIEW AND NOT EACH AND EVERY ITEM WAS
 TYPED INTO NOTES.
 PLEASE SEE MANY ITEMS HAVE BEEN
 CORRECTED , HOWEVER PLEASE SEE THERE ARE
 A SOME WHICH STILL NEED TO BE ADDRESSED.
 1) PLEASE SEE CU-15 ON EQUIPMENT
 SCHEDULE, HOWEVER CU-20 ON PANEL LD?
 PLEASE SEE LOAD SHOWN ON LD DOES NOT
 CORRELATE WITH EQUIPMNET SCHEDULE OR
 RISER DIAGRAM. 81A;S SHOWN ON TWO AND
 64A'S SHOWN ON LD.
 2) PLEASE SEE LOAD SHOWN ON LD FOR PANEL
 "A". THIS DOES NOT CORRELATE WITH LOAD
 ON PANEL "A".
 3)PLEASE SEE LOAD CALCULATIONS DO NOT
 CORRELATE WITH LOAD SHOWN ON PANEL "LD".
 4)PLEASE SEE AIC RATING OF PANEL "C" IS
 SHOWN AS 10K, HOWEVER RISER SHOWS 31,532
 AVAILABLE.
  
 PLEASE SEE THE ABOVE COMMENTS.
  
 PLEASE SEE POSSIBLE COMMENTS FROM OTHER
 REVIEWER(S) WHICH MAY HAVE AN AFFECT ON
 ELECTRICAL PLANS.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2005-03-03 Cont ID  
Sent By dpalmer Date 2005-03-03 Time 06:37 Rev Time 1.50
Received By dpalmer Date 2005-03-03 Time 05:53 Sent To  
Notes
2005-03-03 00:00:00********* UNSAT 2ND REVIEW ************
  
  
 ******** SWEET TOMATOES REST *********
 PLAN REVIEW ONLY, NOT SUBMITTED FOR
 PERMIT AT THIS TIME.
  
 PLEASE SEE THERE ARE MANY ITEMS FROM
 PREVIOUS REVIEW WHICH STILL NEED TO BE
 ADDRESSED.
  
  
 1)NOTE: NOTE #1 NO, IF PLANS WERE READY
 FOR PERMITTING, THIS WOULD NOT BE ABLE
 TO BE STAMPED AND PROCESSED DUE TO PLANS
 NOT BEING SIGNED, DATED AND SEALED BY
 ARCHITECT/ ENGINEER(S).
 PLEASE SEE FS 481.221,471.025
 PLANS ARE REQUIRED TO HAVE RAISED SEAL,
 SIGNATURE AND DATED.
 **PLEASE SEE ARCH SHEET CONTAINS A
 "RUBBER STAMP" FOR SEAL.
  
 2)NOTE: NOTE #2 NO,
 PLEASE SEE PREVIOUS NOTES: PLEASE SEE
 FAC 61G15-23.002, 61G1-16.004 FOR ALL
 INFORMATION REQUIRED ON TITLE BLOCKS FOR
 " ALL"SHEETS. REQUIRED UNDER FS
 471.023,481.219.
 PLEASE SEE MISSING LICENSE INFORMATION
 ON "S" SHEETS , "A" SHEETS AND ALL
 "P","M", AND "E" SHEETS.
 THE ABOVE COMMENT IS FOR ALL SHEETS AND
 FOR ALL TRADES WHEATHER OR NOT COMMENT
 IS MADE BY OTHER REVIEWERS.
  
 3)NOTE: NOTE #3 OK.
  
 4)NOTE: NOTE #4 OK.
  
 5)NOTE: NOTE #5 MOST, PLEASE SEE CIRCUIT
 B-16.
  
 6)NOTE: NOTE #6 OK.
  
 7)NOTE: NOTE #7 MOST, PLEASE SEE LARGEST
 MOTOR LOADS (RTU) IS REQUIRED TO BE
 SHOWN AT 125%.
  
 8)NOTE: NOTE #8 NO, PLEASE SEE "ABOVE
 WINDOW RECEPTS" COULD NOT BE LOCATED.
 210.62 THIS IS TO ALLEVIATE UNSIGHTLY
 EXTENSION CORDS LIKELY TO CAUSE PHYSICAL
 INJURY. MANY TIMES SIGNAGE SUCH AS ONES
 FROM "VENDORS" ETC ARE INSTALLED IN
 WINDOW AREAS ETC. THE RECEPTACLES MUST
 BE INSTALLED DIRECTLY ABOVE A SHOW
 WINDOW, AND ONE RECEPTACLE IS REQUIRED
 FOR EVERY 12 LINEAR FT OR ?MAJOR
 FRACTION THEREOF? (6 FT OR MORE). SEE
 220.3(B)(7) AND 220.12(A) FOR
 INFORMATION REGARDING LOAD COMPUTATIONS
 FOR SHOW WINDOWS.
  
 9)NOTE: NOTE #9 NO,
 PLEASE SEE OCPFOR RTUS',125% ETC,
 PLEASE CORRELATE "LD" OCP WITH RISER AND
 EQUIPMENT SCHEDULE.
 PLEASE ALSO CORRELATE PANELS/ OCP AND
 RISER.
 PLEASE SEE "LD" IS SHOWN AS 1000A'S AND
 RISER SHOWS 1200A'S?
 PLEASE SEENOTE #15.
 PLEASE SEE SALAD BAR ON RISER SHOWS 150A
 BRKR ON #10 AWG.
 PLEASE SEE PANEL "C", 400A'S WITH A 200A
 BRKR AS FEED??
 ETC.
  
 10)NOTE: NOTE #10 OK, HOWEVER SEE
 PREVIOUS NOTE.
  
 11)NOTE: NOTE #11 NO, PLEASE SEE 424.3B
 AND PLEASE SEE NOTE #9.
  
 12)NOTE: NOTE #12 OK.
  
 13)NOTE: NOTE #13 NO, PLEASE SEE THERE
 IS EQUIPMENT SHOWN ON "EQUIPMENT
 SCHEDULE" BUT NOT LOCATED ON ANY PANEL
 SCHEDULE. PLEASE SEE EQUIPMENT ON PANEL
 SCHEDULES, BUT NOT ON EQUIPMENT
 SCHEDULE?
 WATER HEATER #2?
  
 14)NOTE: NOTE #14 OK, HOWEVER, NOW AN
 EQUIPMENT GROUNDING CONDUCTOR IS NOW
 SHOWN WITH SEC'S. PLEASE SEE
 250.6,250.24, EQUIIPMENT GROUNDING
 CONDUCTORS ARE ONLY INSTALLED AFTER THE
 FIRST MEANS OF DISCONNECT.
 THIS WAS NOT IN FIRST REVIEW AS SEC'S
 WERE NOT SHOWN.
  
 15)NOTE: NOTE #15 OK.
  
 16)NOTE: NOTE #16 SEC'S ADDED, HOWEVER
 PLEASE SEE MIN SIZE REQUIRED PER 240.3,
 AND 310.16.
 PLEASE SEE DEVICES WHICH ARE RATED OVER
 800A'S THE AMPACITY OF THE CONDUCTORS IT
 PROTECTS SHALL BE EQUAL TO OR GREATER
 THAN THE RATING OF THE OVERCURRENT
 DEVICE DEFINED IN 240.6.
 PLEASE SEE NOTE #9.
  
 ****************************************
  
 PLEASE SEE NOTE #2 ON THIS AND PREVIOUS
 REVIEW.
 ***************************************
  
 PLEASE SEE ONE SETOF PLANS HAVE BEEN
 REDLINED FOR ITMES AS NOTED IN REVIEW.
  
 PLEASE SEE ANY POSSIBLE COMMENTS FROM
 OTHER REVIEWER(S) WHICH MAY AFFECT
 ELECTRICAL PLANS.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
  
  
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2004-12-14 Cont ID  
Sent By dpalmer Date 2004-12-14 Time 14:24 Rev Time 2.50
Received By dpalmer Date 2004-12-14 Time 13:56 Sent To  
Notes
2004-12-14 00:00:00NOTES TO FOLLOW.
 ************** UNSAT******************
 SWEET TOMATOES
 ********** PLAN REVIEW ONLY************
 *******NOT SUBMITTED FOR
 PERMIT.********
  
 1)NOTE: PLEASE HAVE PLANS SIGNED, DATED
 AND SEALED BY THE ARCH'S AND ENGINEERS
 OF RECORD WHEN SUBMITTING FOR PERMIT.
 PER FS 481.221,471.025
  
 2)NOTE: PLEASE SEE MISSING INFORMATION
 REQUIRED ON TITLE BLOCKS FOR ARCHITECT
 AND ENGINEERING FIRMS.
 FAC 61G15-23.002, FAC 61G1-16.004
 FS 481.219,471.023.
 THIS IS REQUIRED ON ALL SHEETS AND FOR
 ALL TRADES WHEATHER OR NOT COMMENT IS
 MADE BY OTHER REVIEWER(S).
  
 3)NOTE: PLEASE SEE 600.5 EACH
 COMMERCIAL
 BUILDING AND EACH COMMERCIAL OCCUPANCY
 ACCESSIBLE TO PEDESTRIANS SHALL BE
 PROVIDED WITH AT LEAST ONE OUTLET IN AN
 ACCESSIBLE LOCATION AT EACH ENTRANCE TO
 EACH TENANT SPACE FOR SIGN OR OUTLINE
 LIGHTING SYSTEM USE. THE OUTLET(S)
 SHALL
 BE SUPPLIED BY A BRANCH CIRCUIT RATED
 AT
 LEAST 20 AMPERES THAT SUPPLIES NO OTHER
 LOAD. SERVICE HALLWAYS OR CORRIDORS
 SHALL NOT BE CONSIDERED ACCESSIBLE TO
 PEDESTRIANS. THIS CIRCUIT COULD NOT BE
 LOCATED ON PANEL SCHEDULE.
  
 4)NOTE: PLEASE PROVIDE ROOM/AREA
 DESIGNATION ON PLANS.
  
 5)NOTE: PLEASE SEE SECTION 210.8(B)(3)
 IN THE 2002 CODE WHICH REQUIRES ALL 15-
 AND 20-AMPERE, 125-VOLT RECEPTACLES IN
 NONDWELLING-TYPE KITCHENS TO BE GFCI
 PROTECTED. THIS REQUIREMENT APPLIES TO
 EACH AND EVERY 15- AND 20-AMPERE,
 125-VOLT KITCHEN RECEPTACLE, WHETHER OR
 NOT THE RECEPTACLE SERVES COUNTERTOP
 APPLIANCES.
  
 6)NOTE: PLEASE SEE 220.12 FOR TRK
 LIGHTING CALCULATIONSTO BE SHOWN.
  
 7)NOTE: PLEASE SHOW LOAD CALCULATIONS,
 PLEASE SHOW PER
 220.3,220.10,220.11,220.13 ETC.
 PLEASE ALSO SHOW ALL CONTINOUS LOADS
 AT 125% PER 215.3,230.42
  
 8)NOTE: PLEASE SEE 210.62 FOR REQUIRED
 MISSING RECEPTS.AT LEAST ONE RECEPTACLE
 OUTLET SHALL BE INSTALLED DIRECTLY
 ABOVE
 A SHOW WINDOW FOR EACH 3.7 LINEAR M (12
 FT) OR MAJOR FRACTION THEREOF OF SHOW
 WINDOW AREA MEASURED HORIZONTALLY AT
 ITS
 MAXIMUM WIDTH.
  
 9)NOTE: PLEASE CORRELATE RISER "LD"
 WITH
 EQUIPMENT SHOWN ON E0.1. PLEASE SEE
 OCP,
 AWG ETC.
  
 10)NOTE: PLEASE SEE PROVIDE A "PANEL
 SCHEDULE" FOR LD SHOWING OVERCURRENT
 PROTECTION, CONDUCOTR SIZES, CONDUIT
 ETC.
 PLEASE SEE THERE ARE MANY ITEMS ON LD
 WHICH CONDUCTOR SIZES ETC COULD NOT BE
 LOCATED.
 215.5
  
 11)NOTE: PLEASE IDENTIFY KW OF HEAT ON
 A/C, RTU'S.
 PLEASE SEE 424.3B FOR OCP.THE AMPACITY
 OF THE BRANCH-CIRCUIT CONDUCTORS AND
 THE
 RATING OR SETTING OF OVERCURRENT
 PROTECTIVE DEVICES SUPPLYING FIXED
 ELECTRIC SPACE-HEATING EQUIPMENT
 CONSISTING OF RESISTANCE ELEMENTS WITH
 OR WITHOUT A MOTOR SHALL NOT BE LESS
 THAN 125 PERCENT OF THE TOTAL LOAD OF
 THE MOTORS AND THE HEATERS.
  
 12)NOTE: PLEASE SEE PANEL SCHEDULES,
 SOME ARE SHOWN WHERE ARE CIRCUITS ARE
 INDICATED AS 1-POLE BRKRS? PLEASE SEE
 SOME 2-P CIRCUITS.
  
 13)NOTE: PLEASE SEE SOME EQUIPMENT ON
 EQP SCH DOES NOT APPEAR ON PANEL
 SCHEDULES OR RISER?
 PLEASE CORRRELATE.
 215.5
  
 14)NOTE: PLEASE PROVIDE EQUIPMENT
 GROUNDING CONDUCTORS FOR ALL AFTER THE
 FIRST MEANS OF DISCONNECT.
 250.24,250.110,250.122
  
 15)NOTE: PLEASE SEE 250.66 FOR SIZING
 OF
 GROUNDING ELECTRODE CONDUCTOR. THIS IS
 TO BE BASED ON SEC'S PER NEC.
  
 16)NOTE: PLEASE VERIFY WITH FPL IF
 SEC'S
 (SERVICE ENTRANCE CONDUCTORS) WILL BE
 BROUGHT INTO 1200A MAIN "LD" BY FPL?
 PLEASE SEE RISER DIAGRAM DOES NOT
 INDICATE AN METERING DEVICE, CT , ETC.
 PLEASE SEE 2004 FPL SERVICE
 SPECIFICATIONS AND REQUIREMENTS.
  
 ************ PLEASE NOTE *************
 DUE TO ABOVE COMMENTS AND MISSING
 INFORMATION, A COMPLETE REVIEW FOR CODE
 COMPLIANCE MAY NOT BE DONE AT THIS
 TIME.
  
 PLEASE SEE ANY POSSIBLE COMMENTS FROM
 OTHER REVIEWS WHICH MAY AFFECT
 ELECTRICAL PLANS.
  
 PLEASE SEE MANY OF THE ABOVE ITEMS HAVE
 BEEN REDLINED ON PLANS FOR AREAS OF
 CONCERN AND NOTES.
  
 PLEASE BE SURE TO REMOVE ALL OLD/VOIDED
 SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO COMPLETE SETS FOR REVIEW
 AND
 STAMPING.
  
  
  
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2006-07-25 Cont ID  
Sent By rchokshi Date 2006-07-25 Time 09:52 Rev Time 0.00
Received By rchokshi Date 2006-07-25 Time 09:45 Sent To  
Notes
2006-07-25 00:00:00PASS WITH FOLLOWING CITY OF WPB
 REQUIREMENTS:
 1. MUST MEET CITY OF WPB DUMPSTER &
 RECYCLE PAD DETAIL.(ATTACHED FOR YOUR
 INFO)
 2. MUST MEET CITY OF WPB SANITATION
 REQUIREMENTS (ATTACHED FOR YOUR INFO)
  
 RASIK CHOKSHI 805-6723
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2005-02-24 Cont ID  
Sent By mamini Date 2005-02-24 Time 10:20 Rev Time 0.50
Received By mamini Date 2005-02-24 Time 10:20 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2004-12-02 Cont ID  
Sent By mamini Date 2004-12-02 Time 15:24 Rev Time 1.00
Received By mamini Date 2004-12-02 Time 14:42 Sent To  
Notes
2004-12-02 00:00:00FAILED
  
 1. SHEET CE-7, CONTROL STRUCTURE
 DETAILS, PLEASE SHOW THE EXISTING 12"
 PIPE TO THE OUTFALL AND ALSO THE 30^
 V-NOTCH ELEVATION MUST BE SHOWN.
  
 2. SUNSHINE STATE ONE CALL BEFORE
 DIGGING SHOULD BE ON ALL CIVIL SHEET,
 1-800-432-4770.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2005-07-12 Cont ID  
Sent By mwennerg Date 2005-07-12 Time 13:46 Rev Time 0.00
Received By mwennerg Date 2005-07-12 Time 13:46 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status F Date 2005-06-01 Cont ID  
Sent By mwennerg Date 2005-06-01 Time 09:58 Rev Time 0.00
Received By mwennerg Date 2005-06-01 Time 09:58 Sent To  
Notes
2005-06-01 00:00:00****PROVISO****
  
 1) PLEASE SEE OTHER REVIEW COMMENTS IN
 REGARDS TO FS AND FAC REQUIREMENTS.
  
 2) SEPARATE SHOP DRAWINGS AND PERMITS
 ARE REQUIRED FOR FIRE SUPPRESSION AND
 HOOD SYSTEMS.
  
  
 MIKE WENNERGREN, A/CAPTAIN
 WPBFR(561) 835-2951 OR 805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2005-03-24 Cont ID  
Sent By mwennerg Date 2005-03-24 Time 11:17 Rev Time 0.00
Received By mwennerg Date 2005-03-24 Time 11:31 Sent To M
Notes
2005-03-24 00:00:00THANK YOU FOR THE EXPLANATIONS REGARDING
 THE FIRST REVIEW, HOWEVER THE FOLLOWING
 WILL REQUIRE ADDITIONAL CLARRIFICATION.
  
 1) PLEASE PROVIDE FURTHER DETAILS
 REGARDING HOW PERSONS WILL BE DIRECTED
 TO AN EXIT IN THE KITCHEN IF POWER
 FAILURE OCCURS.
  
 2) PLEASE PROVIDE PRODUCT APPROVAL CUT
 SHEETS FOR THE GREASE DUCT WRAP.
  
 3) PLEASE EXPLAIN HOW THE LOCAL
 AMMENDMENTS TO THE FLORIDA BUILDING CODE
  
 WILL BE MET IN REGARDS TO THE BUILDING
 BEING LOCATED WITHIN THE CITY FIRE
 LIMITS.
  
  
 MIKE WENNERGREN, ACTING CAPTAIN
 WPBFR(561) 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2004-12-27 Cont ID  
Sent By mcarsill Date 2004-12-27 Time 13:43 Rev Time 0.00
Received By mcarsill Date 2004-12-27 Time 13:43 Sent To  
Notes
2004-12-27 00:00:001. ALL DEMOLITION, RENOVATION AND
 CONSTRUCTION TO COMPLY WITH
 NFPA 241.
  
 2. WHAT PROVISIONS MADE FOR FIRE
 AND PARAMEDICAL ACCESS THRU THE
 SLIDING GATE.
  
 3. FLORIDA FIRE PREVENTION CODE
 NOT MENTIONED IN CODE COMPLIANCE
 BOX.
  
 4. GENERAL NOTES AND CODE COMPLIANCE
 BOX WITH REGARDS TO FIRE SPRINKLERS
 DO NOT MATCH.
  
 5. SEPARATE PLANS AND PERMITS REQUIRED
 FOR ANY HOOD, DUCT, AND FIRE
 SUPPRESSION SYSTEMS.
  
 6. HOW ARE PERSONS DIRECTED TO EXIT
 DOOR IN ENTRY AREA 100.
  
 7. NO EMERGENCY LIGHTING COULD BE
 LOCATED IN THE KITCHEN. WHAT DIRECTS
 PERSONS TO THE EXITS SHOULD POWER
 FAIL.
  
 8. PLEASE PROVIDE PRODUCT APPROVALS FOR
 GREASE DUCT WRAP.
  
 9. PLEASE INDICATE INTERIOR FINISH
 CLASSIFICATIONS FOR WALLS AND CEILINGS.
  
 10. EXIT SIGN MISSING FROM REFLECTED
 CEILING PLAN ENTRY 100.
  
 11. PANIC HARDWARE REQUIRED ON ALL
 EXIT DOORS.
  
 12. BUILDING MAY BE LOCATED IN CITY
 FIRE LIMITS. CERTAIN RESTICTIONS
 MAY APPLY, SEE APPENDIX F, LOCAL
 AMENDMENTS TO THE FLORIDA BUILDING
 CODE.
  
 13. BUILDING ADDRESS REQUIRED. A
 MINIMUM OF 6" HIGH NUMBERS ARE
 REQUIRED.
  
 14. PLEASE CLEARLY ILLUSTRATE PORTABLE
 FIRE EXTINGUISHER LOCATIONS.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 17 Status N Date 2006-08-16 Cont ID  
Sent By adarroug Date 2006-08-16 Time 17:34 Rev Time 0.00
Received By adarroug Date 2006-08-16 Time 17:34 Sent To M
Notes
2006-08-16 00:00:00TO "M" BOX/REV
Review Stop I INCOMING/PROCESSING
Rev No 16 Status N Date 2006-08-12 Cont ID  
Sent By adarroug Date 2006-08-12 Time 13:26 Rev Time 0.00
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Notes
2006-08-12 00:00:00TO "DPALMER" DESK/REV
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Rev No 15 Status N Date 2006-08-12 Cont ID  
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Notes
2006-08-12 00:00:00TO "G" BOX/REV
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Rev No 14 Status N Date 2006-08-12 Cont ID  
Sent By adarroug Date 2006-08-12 Time 13:05 Rev Time 0.00
Received By adarroug Date 2006-08-12 Time 13:05 Sent To B
Notes
2006-08-12 00:00:00TO "JWITMER" DESK/REV
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Rev No 13 Status N Date 2006-07-13 Cont ID  
Sent By adarroug Date 2006-07-13 Time 15:53 Rev Time 0.00
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Notes
2006-07-13 00:00:00TO "M" BOX/REV
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Rev No 12 Status N Date 2006-06-28 Cont ID  
Sent By adarroug Date 2006-06-28 Time 14:54 Rev Time 0.00
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Notes
2006-06-28 00:00:00TO "M" BOX/REV
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Rev No 11 Status N Date 2006-06-26 Cont ID  
Sent By adarroug Date 2006-06-26 Time 14:33 Rev Time 0.00
Received By adarroug Date 2006-06-26 Time 14:33 Sent To B
Notes
2006-06-26 00:00:00TO "JWITMER" DESK/RESUB
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Rev No 10 Status N Date 2006-06-21 Cont ID  
Sent By adarroug Date 2006-06-21 Time 13:12 Rev Time 0.00
Received By adarroug Date 2006-06-21 Time 13:12 Sent To B
Notes
2006-06-21 00:00:00TO "JWITMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2006-06-19 Cont ID  
Sent By adarroug Date 2006-06-19 Time 09:57 Rev Time 0.00
Received By adarroug Date 2006-06-19 Time 09:57 Sent To M
Notes
2006-06-19 00:00:00TO "M" BOX/REV
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2006-06-19 Cont ID  
Sent By adarroug Date 2006-06-19 Time 09:53 Rev Time 0.00
Received By adarroug Date 2006-06-19 Time 09:53 Sent To Z
Notes
2006-06-19 00:00:00TO "Z" BOX/REV--DUMPSTER ENCLOSURE
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2006-06-19 Cont ID  
Sent By adarroug Date 2006-06-19 Time 09:52 Rev Time 0.00
Received By adarroug Date 2006-06-19 Time 09:52 Sent To B
Notes
2006-06-19 00:00:00TO "JWITMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2005-10-22 Cont ID  
Sent By adarroug Date 2005-10-22 Time 09:39 Rev Time 0.00
Received By adarroug Date 2005-10-22 Time 09:39 Sent To B
Notes
2005-10-22 00:00:00TO "JWITMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2005-06-29 Cont ID  
Sent By adarroug Date 2005-06-29 Time 14:59 Rev Time 0.00
Received By adarroug Date 2005-06-29 Time 14:59 Sent To  
Notes
2005-06-30 00:00:00TO "COMM" BD#53
2005-06-29 00:00:00WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2005-05-04 Cont ID  
Sent By adarroug Date 2005-05-04 Time 14:55 Rev Time 0.00
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Notes
2005-05-04 00:00:00TO "COMM" BD#53
Review Stop I INCOMING/PROCESSING
Rev No 3 Status   Date   Cont ID  
Sent By   Date 2005-04-29 Time   Rev Time 0.00
Received By adarroug Date 2005-04-29 Time 14:53 Sent To  
Notes
2005-05-03 00:00:00IN INCOMING/AWAITING SPACE ON "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2005-02-23 Cont ID  
Sent By adarroug Date 2005-02-23 Time 08:40 Rev Time 0.00
Received By adarroug Date 2005-02-23 Time 08:40 Sent To  
Notes
2005-02-23 00:00:00TO "COMM" BD#45
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2005-03-03 Cont ID  
Sent By mjacobs Date 2005-01-06 Time 07:43 Rev Time 0.00
Received By dpalmer Date 2004-11-30 Time 15:50 Sent To  
Notes
2004-11-30 00:00:00SENT TO COMM BD#39
Review Stop M MECHANICAL (A/C)
Rev No 7 Status P Date 2006-08-03 Cont ID  
Sent By hmoser Date 2006-08-03 Time 13:47 Rev Time 0.00
Received By hmoser Date 2006-08-03 Time 13:47 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 6 Status P Date 2006-06-29 Cont ID  
Sent By tgordon Date 2006-06-29 Time 10:26 Rev Time 0.45
Received By tgordon Date 2006-06-29 Time 10:26 Sent To  
Notes
2006-06-29 00:00:00REVISION TO MECH. PLANS PAGE M1.1 & M2.1
Review Stop M MECHANICAL (A/C)
Rev No 5 Status F Date 2006-06-21 Cont ID  
Sent By tgordon Date 2006-06-21 Time 10:45 Rev Time 0.30
Received By tgordon Date 2006-06-21 Time 10:45 Sent To  
Notes
2006-06-21 00:00:00MECHANICAL REVISION TO HOOD
 *** DENIED ***
 1) MECHANICAL PLANS PAGE M2.1 ARE SEALED
 ENGINEERED PLANS ONLY THE ENGINEER
 (THOMAS H. MAXWELL) CAN MAKE CHANGES TO
 THE PLANS.
  
 2) PLEASE SEE PAGE M2.1 TITLE BLOCK
 (REVISIONS) TWO REVISIONS MADE ON
 DIFFERENT DATES ARE EACH IDENTIFIED AS
 #1, PLEASE CORRECT.
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729.
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2005-07-13 Cont ID  
Sent By pkrauss Date 2005-07-13 Time 06:39 Rev Time 0.40
Received By pkrauss Date 2005-07-13 Time 06:34 Sent To  
Notes
2005-07-13 00:00:00PLANS SUBMITTED AS "PLAN CHECK", PLEASE
 SUBMIT FOR PERMIT.
  
 ADDITIONAL PERMITS REQUIRED FOR HOOD,
 FIRE SUPPRESSION, AND WALK-IN COOLERS.
 PLANS SUBMITTED WITH BUILDING PLANS.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2005-06-10 Cont ID  
Sent By pkrauss Date 2005-06-01 Time 08:54 Rev Time 0.45
Received By pkrauss Date 2005-06-01 Time 08:54 Sent To  
Notes
2005-06-01 00:00:00PROVISO:PLAN CHECK ONLY
 1.ADDITIONAL PERMITS REQUIRED FOR THE
 HOOD, FIRE SUPPRESSION, AND WALK-IN
 COOLERS.
  
 2.PROVIDE MANUFACTURER'S CUT SHEETS
 FOR THE WAL-IN COOLER.
  
 3.PROVIDE DETAIL OF GREASE DUCT
 LAYOUT.SHOW CLEARANCES TO
 COMBUSTIBLES.
  
 4.PROVIDE FPM IN THE GREASE DUCT.
 SHOW COMPLAINCE WITH NFPA 96 & 2001
 FBC(M) CHAPTER 5.
  
 PLANS ARE OTHERWISE CODE COMPLIANT.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2005-03-31 Cont ID  
Sent By pkrauss Date 2005-03-31 Time 06:52 Rev Time 0.00
Received By pkrauss Date 2005-03-31 Time 06:52 Sent To  
Notes
2005-03-31 00:00:00DENIED:PLAN CHECK ONLY
 1.2ND REQUEST - PROVIDE ENERGY AND
 MANUAL J CALCULATIONS IN ACCORDANCE WITH
 2001 FBC CHAPTER 13 SUB-CHAPTER 4.
  
 2.2ND REQUEST - PROVIDE OUTSIDE AIR
 CALCULATIONS PER 2001 FBC/M TABLE 403.3.
  
 3.2ND REQUEST - PROVIDE RETURN AIR
 FROM THE OFFICE AREA. SHOW COMPLIANCE
 WITH 2001 FBC/M 601.4.
  
 4.2ND REVIEW ADDTIONAL COMMENT FOR THE
 CONDENSATE.CONDENSATE TO TERMINATE
 INTO THE STORM SEWER AND NOT THE
 SANITARY PER CITY COD SEC. 90-125 (5).
  
 5.2ND REQUEST - HOOD & FIRE
 SUPPRESSION PLANS ARE PROVIDED BY THE
 ENGINEER (PLAN SHEET M2.1) AND ALSO BY
 CAPTIVEAIRE (PLAN SHEET K7.0).PLEASE
 CLARIFY IF THE MECHANICAL ENGINEER WILL
 BE DESIGNING THE HOOD SYSTEM OR
 CAPTIVEAIRE.PLEASE NOTE, SHOULD
 CAPTIVEAIRE PLAN BE USED, PLANS SHALL BE
 SIGNED & DATED BY THE DESIGNER.
  
 6.NEW COMMENT - PLAN SHEET M2.1 DETAIL
 #2 CONDENSATE UNIT CURB.DETAIL DOES
 NOT INDICATE ANCHORING OR TIE DOWN FOR
 THE CONDENSING UNIT TO THE CURB.PLEASE
 NOTE, CURBS ARE TO BE A MINIMUM OF 8"
 ABOVE THE ROOF SURFACE PER 2001 FBC
 1511.7.
  
 SEE COMMENT #2 BY DEWEY PALMER,
 ELECTRICAL PLAN REVIEW.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2005-01-03 Cont ID  
Sent By pkrauss Date 2005-01-03 Time 06:45 Rev Time 3.00
Received By pkrauss Date 2004-12-31 Time 10:23 Sent To  
Notes
2005-01-03 00:00:00DENIED:
 1.PROVIDE ENERGY AND MANUAL J
 CALCULATIONS AS REQUIRED PER 2001 FBC
 CHAPTER 13 SUB-CHAPTER 4.
  
 2.PROVIDE MANUFACTURER SUBMITTAL &
 INSTALLATION INSTRUCTIONS FOR THE
 KITCHEN EQUIPMENT AND THE FIREPLACE.
  
 3.ADDITIONAL PERMITS REQUIRED FOR THE
 HOOD, FIRE SUPPRESSION, WALK-IN
 COOLERS,
 AND GAS.
  
 4.PROVIDE OUTSIDE AIR CALCULATIONS IN
 ACCORDANCE WITH 2001 FBC(M) TABLE
 403.3.
  
 5.RETURN AIR REQUIRED FROM ROOMS
 SEPARATED FROM THE CENTRALLY LOCATED
 RETURN AIR I.E., OFFICE AREA, LOCKER
 ROOM.2001 FBC(M)601.4.
  
 6.PROVIDE CONDENSATE LAYOUT &
 TERMINATION.
  
 7.FAN SHUTDOWN BY DUCT SMOKE DETECTOR
 WITH NOTIFICATION TO A/ARM/STROBE
 REQUIRED PER 2001 FBC(M)606.2.1 &
 606.4.1 #2.
  
 HOOD/FIRE SUPPRESSION:
 PLEASE NOTE, PLANS SUBMITTED BY CAPTIVE
 AIR (K-7 & K-8) DO NOT HAVE ENOUGH
 DETAIL FOR A COMPLETE REVIEW.
 HOOD/SUPPRESSION PLANS ARE ALSO
 SUBMITTED BY THE MECHANICAL ENGINEER
 WHICH ARE MORE SPECIFIC.PLEASE
 PROVIDE
 THE FOLLOWING INFORMATION:
 1) PLAN SHEET M2.1 DETAIL #13, PROVIDE
 DETAIL FOR SPECFIC INSTALLATION AS
 SHOWN
 ON DETAIL #22.
 2) AIR VELOCITY WITHIN THE GREASE DUCT
 SYSTEM SHALL BE NOT LESS THAN 1,500 FPM
 & NOT GREATER THAN 2,500 FPM.
 3) FIRE MASTER DUCT WRAP INDICATED ON
 DETAIL 8, MANUFACTURER'S INSTALLATION
 INSTRUCTIONS SHALL BE ON THE JOBSITE AT
 THE TIME OF INSPECTION.
 4) PLAN REVIEW FOR THE HOOD & FIRE
 SUPPRESSION CAN BE APPROVED WITH THE
 BUILDING REVIEW OR PLANS MAY BE
 SUBMITTED AND REVIEWED AT THE TIME OF
 SUBMITTAL FOR THE HOOD/SUPPRESSION
 PERMITS.PLEASE DO NOT SUBMIT PLANS BY
 TWO DIFFERENT ENGINEERS.
  
 PLANS, SPECIFICATIONS AND REPORTS ARE TO
 BE SIGNED, SEALED AND DATED BY THE
 ARCHITECT/ENGINEER RESPONSIBLE FOR THE
 DESIGN PER FS 481.221, 471.025.PLANS
 SHALL ALSO COMPLY WITH 61G5-23.0002 &
 61G1-16.004.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
  
Review Stop P PLUMBING
Rev No 5 Status P Date 2006-09-12 Cont ID  
Sent By jleech Date 2006-09-12 Time 08:38 Rev Time 0.00
Received By jleech Date 2006-09-12 Time 08:38 Sent To  
Notes
2006-09-12 00:00:00REVISED GAS EQUIPMENT BTU'S
Review Stop P PLUMBING
Rev No 4 Status P Date 2005-07-06 Cont ID  
Sent By jleech Date 2005-07-06 Time 16:22 Rev Time 1.50
Received By jleech Date 2005-07-06 Time 16:22 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2005-06-03 Cont ID  
Sent By jleech Date 2005-06-03 Time 08:14 Rev Time 4.50
Received By jleech Date 2005-06-03 Time 08:14 Sent To  
Notes
2005-06-03 00:00:00DENIED;
 1.NOTE 1 NOT ADDRESSED,WATER AND SEWER
 PLAN CE-5 GREASE INTERCEPTOR CANNOT BE
 1600 GAL. SEE FBC PLUMBING SECTION
 1003.5(1200 GAL.MAX. THIRD
 NOTICE.PLEASE USE FBC PLUMBING TABLE
 1003.5.1 TO CALKULATE SIZE OF GREASE
 TRAP.
 2.NOTE 3 NOT ADDRESSED, PLEASE CONTACT
 RODNEY COMPO ENVIROMENT COMPLIANCE,
 FORAPPROVAL FOR GREASE TRAP. YOU CAN
 REACH RODNEY AT; [email protected], OR FAX
 (561)659-7458,
 OR CALL AT (561)659-4074.
 3.A/C CONDENSATE DRAINAGE MUST COMPLY TO
 FBC MECHANICAL SEC.307.2.1. (MUST GO TO
 STORM CATCH BASIN OR TO A DRYWELL.)
 4.2-WAY C.O. REQUIRED ON OUTLET SIDE OF
 GREASE TRAP.
 5.DWV ISOMETRIC,H/C LAVS. REQUIRE VENTS.
 6.SHOW TYPE OF PIPING MATERIAL BING
 INSTALLED AND METHOD.
 7.SHOW MANUFACTOR AND MODEL NUMBER OF
 REGULATORS.
 PLUMBING PLAN REVIEW BY;
 JOHN LEECH
 805-6695
Review Stop P PLUMBING
Rev No 2 Status F Date 2005-03-12 Cont ID  
Sent By jleech Date 2005-03-12 Time 13:00 Rev Time 5.00
Received By jleech Date 2005-03-12 Time 13:00 Sent To  
Notes
2005-03-12 00:00:001.WATER AND SEWER PLAN CE-5 GREASE
 INTERCEPTOR CANNOT BE 1600 GAL SEE FBC
 PLUMBING SEC. 1003.51250 GAL MAX. SECOND
 NOTICE.
 2.PLANS MUST BE REVIEW BY DEPTMENT OF
 HOTEL AND RESTURANTS BEFORE PLAN REVIEW
 BY WPB. SECOND NOTICE.
 3.NO APPROVAL HAS BEEN RECIEVED FROM
 UTILITY DEPARTMENT FOR GREASE INTERCETOR
 2ND NOTICE.
 4.SECONDARY ROOF DRAINS ARE NOT TO CODE
 SEE SEC. 1106.
 5.RAINWATER LEADERS MUST TIE INTO CATCH
 BASINS NOT TO PLASH BLOCKS. MUST RETAIN
 FIRST INCH. OF RAIN ON PROPERTY.
 6.VENT FROM GREASE INTERCEPTOR NOT
 REQUIRED AND IS A CODE VIOLATION NO
 HORIZONTAL DRY VENTS.
 7.CONDENSATE FROM A/C UNITS ON ROOF GO
 TO STORM SEWER NOT SANITARY SEWER.
 UTILITY DEPARTMENT ORD.
 8GW FIRST TWO FIXTURES ARE NOT VENTED,
 FLOOR SINK AND FLOOR DRAIN.
 9.INDIRECT WASTES TO GO TO FLOOR SINKS
 NOT FLOOR DRAINS.
 10.PLEASE SUBMIT MANUFACTORS SPECS. FOR
 REGULATORS.
 11.SHUTOFF VALVES TO BE INSTALLED BEFORE
 REGULATORS WITH UNION AFTER REGULATOR
 FOR REPLACEMENT IF NEEDED.
 12.INSTALL A UNION AT EMERGENCY SHUTOFF
 VALVE FOR REPLACEMENT IF NEEDED.
 13.PLEASE LIST COOKING EQUIPMENT BTU'S
 ON SAME PAGE AS RISER DIAGRAM AND TOTAL
 BTU'S SO I CAN CHECK PIPE SIZING.
 PLUMBING PLAN REVIEW BY;
 JOHN LEECH
 805-6695
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2005-01-06 Cont ID  
Sent By jleech Date 2005-01-06 Time 07:11 Rev Time 3.50
Received By jleech Date 2005-01-06 Time 07:11 Sent To  
Notes
2005-01-06 00:00:00DENIED;
 PLANS MUST BE REVIEW BY THE DEPARTMENT
 OF HOTEL AND RESTAURANTS BEFORE PLAN
 REVIEW BY THE CITY OF WEST PALM BEACH.
 GREASE TRAP; PAGE CE-5, FBC PLUMBING SEC
 1003.5 THE LARGEST TANK PERMITED IS 1250
 GAL. GREASE TANKS CAN BE INSTALLED IN
 SERIES. SITE PLANS CALL FOR 1600 GAL
 CALCULATIONS ON PLUMBING PAGES INDICATE
 A 2000 GAL. REQUIRED. ALSO GREASE TRAPS
 MUST BE APPROVED BY THE UTILITY
 DEPARTMENT.CONTACT RODNEY COMPO AT
 561-837-4074.
 RISER DIAGRAMS REQUIRED FOR WARER,
 SANITARY, GREASY WASTE, RAINWATER.
 SIZE RAIN WATER PIPING USING CHAPTER 11
 OF THE FBC PLUMBING
 PLEASE SIZE EMERGENCY OVERFLOW
 SCUPPERS.
 GAS;
 ISOMETRIC TO CLEARLY SHOW ALL CUT
 SECTIONS OF PIPE AND CORRESPONDING
 LEAGHS PER FBC FUEL GAS.
 CUT SHEETS REQURED FOR REGULATORS.
 SHUTOFF VALVES REQUIRED UP STREAM OF
 REGULATORS AND EMERGENCY HOOD SHUTOFF
 FOR REPAIR PURPOSES.
 GAS RISER DIAGRAM PAGE P2.3. PIPE FROM
 METER TO FIRST TEE NOT SIZED. PIPE FROM
 WARER HEATER TEE TO ROOF RISER TEE NOT
 SIZED. PLEASE USE FBC FUEL GAS TO SIZE
 ALL GAS PIPE TABLES ARE IN CHAPTER 4.
 PLUMBING PLANREVIEW BY
 JOHN LEECH
 805-6695
Review Stop Z ZONING
Rev No 3 Status P Date 2006-06-20 Cont ID  
Sent By mmclean Date 2006-06-20 Time 16:40 Rev Time 0.00
Received By mmclean Date 2006-06-20 Time 16:40 Sent To I
Notes
2006-06-20 00:00:00DUMPSTER WILL BE LOCATED IN THE SAME
 LOCATION AS APPROVED IN PPRC (SITEPLAN
 REVIEW)
Review Stop Z ZONING
Rev No 2 Status P Date 2005-07-08 Cont ID  
Sent By mmclean Date 2005-06-25 Time 11:58 Rev Time 0.00
Received By mmclean Date 2005-06-25 Time 11:57 Sent To  
Notes
2005-07-08 00:00:00APPROVED BY GRACE JOYCE, PLANNER
 822-1435
Review Stop Z ZONING
Rev No 1 Status F Date 2005-02-24 Cont ID  
Sent By mmclean Date 2005-02-24 Time 09:55 Rev Time 0.00
Received By mmclean Date 2005-02-24 Time 09:55 Sent To  
Notes
2005-02-24 00:00:00DENIED,
 1. APPLICANT WILL RESUB A REVISION TO
 FRONT ELEVATION.
  
 GRACE JOYCE
 PLANNER
 PLANNING & ZONING
 822-1447


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