Plan Review Details - Permit 04070546
Plan Review Stops For Permit 04070546
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2005-03-20 Cont ID  
Sent By jwitmer Date 2005-03-20 Time 08:11 Rev Time 0.00
Received By jwitmer Date 2005-03-20 Time 08:11 Sent To  
Notes
2005-03-20 00:00:00REVISION # 3 ADD SOUND DEADENINGBATT
 INSULATION. JW
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2004-11-23 Cont ID  
Sent By jwitmer Date 2004-11-23 Time 11:33 Rev Time 3.55
Received By jwitmer Date 2004-11-23 Time 11:33 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status   Date 2004-11-09 Cont ID  
Sent By jwitmer Date 2004-11-09 Time 13:55 Rev Time 1.50
Received By jwitmer Date 2004-11-09 Time 13:54 Sent To  
Notes
2004-11-09 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04070546
 ADD: 3220 45TH ST
 CONT: LEIGHTON MC GINN
 TEL: (561)767-7321
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
 3RDREVIEW
 ACTION: DENIED
  
  
 1 ) FBC* 105.3RESIDENT INSPECTOR.
 SUBMIT INSPECTOR RESUME' AND LICENSE
 DOCUMENTS TO HAROLD PISKURA, DIRECTOR OF
 THE RESIDENT INSPECTOR PROGRAM.A
 RESIDENT INSPECTOR PROGRAM IS REQUIRED,
 ON THIS PROJECT, DUE TO ONE OR MORE OF
 THE FOLLOWING:
 - BUILDINGS/ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 - ANY MAJOR STRUCTURAL ALTERATIONS
 - STRUCTURES IN WHICH THE CONCRETE
 DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F'C) IN EXCESS OF 3000 PSI
 - PILE DRIVING
 - BUILDINGS OVER 20,000 SQFT IN AREA
 - BUILDINGS OVER 2 STORIES IN HEIGHT
 - BUILDING/STRUCTURES OF UNUSUAL DESIGN
 OR METHODS OF CONSTRUCTION
  
 2) 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.
  
 3) 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) MULLIONS- MAIN ENTRY, THE REPORTS
 SUBMITTED IS ONLY GOOD FOR 120".
 B) ROOFING: THE ROOFING REPORTSUBMITTED
 FOR SPECIAL END ZONE FASTENING IS NOT A
 ORIGINALAND WRONG JOB LOCATION.WHO IS
 RESPONSIBLE FOR THE WIND CALCULATIONS?
 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 2 Status F Date 2004-10-01 Cont ID  
Sent By jwitmer Date 2004-10-01 Time 06:56 Rev Time 1.50
Received By jwitmer Date 2004-10-01 Time 06:56 Sent To  
Notes
2004-10-01 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04070546
 ADD: 3220 4TH ST
 CONT: LEIGHTON MC GINN
 TEL: (561)767-7321
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 2ND REVIEW
 ACTION: DENIED
 * WEST PALM BEACH AMENDMENTS
  
 1) PROVIDE (3) ORIGINAL SOILS REPORTS
 SIGNED & SEALED, SEE:
 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) FBC* 105.3 RESIDENT INSPECTOR. SUBMIT
 INSPECTOR RESUME' AND LICENSE DOCUMENTS
 TO HAROLD PISKURA, DIRECTOR OF THE RESI-
 DENT INSPECTOR PROGRAM. ARESIDENT INSPEC
 TOR IS REQIURED ON THIS PROJECT DUE TO
 ONE OR MORE OF THE FOLLOWING:
 BUILDINGS/ ADDITIONS TYPE I OR II
 ANY MAJOR STRUCTURAL ALTERATION
 STRUCTURES IN WHICH CONCRETE DESIGN IS
 BASED ON COMPRESSIVE STRENGTH (F'C) IN
 EXCESS OF 3000 PSI
 PILE DRIVING
 BUILDINGS OVER 20,000 SQ FT
 BUILDINGS OVER 2 STORIES IN HEIGHT
 BUILDINGS/ STRUCTURES OF UNUSUAL DESIGN
 OR METHOD OF CONSTRUCTION.
  
 3) BEFORE A PERMIT TO CONSTRUCT CAN BE
 ISSUED, IMPACT FEES MUST BE PAID TO PALM
 BEACH CO.,THE PERMIT PLANS STAMPED BY
 THEM AND THE RECEIPT ATTACHED TO THE
 PERMIT APPLICATION.
  
 4) 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) FIXED WINDOWS- GLASS BLOCK DEPENDING
 ON THE THICKNESS MAY REQUIRE STORM
 SHUTTERS
 B) MULLIONS- MAIN ENTRY, THE REPORT
 SUBMITTED IS ONLY GOOD FOR 120"
 OPENING IS APPROX 144" TALL OR WIDE
 C) EXTERIOR DOORS MISSING STEEL DOOR
 D) ROOF ASSEMBLIES "BILCO HATCH"
 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
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH
 THE PLANS WHEN RESUBMITTING PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW 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.
 JIM WITMER
 BUILDING PLAN REVIEW
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2004-07-27 Cont ID  
Sent By jwitmer Date 2004-07-27 Time 09:56 Rev Time 6.50
Received By jwitmer Date 2004-07-27 Time 09:56 Sent To  
Notes
2004-07-27 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04070546
 ADD: 3220 45TH ST
 CONT: LEIGHTON MCGINN
 TEL: (561)767-7521
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1ST REVIEW
 ACTION: DENIED
  
 1) PROVIDE 2 CURRENT COPIES OF SIGNED &
 SEALED SURVEYS WITH PROPOSED IMPROVEMENT
 TO BE COMPLETED.
  
 2) PROVIDE FLOOD ZONE ELEVATION
 CERTIFICATE FOR NEW CONSTRUTION WITH
 BASE FLOOD ELEVATION, CITY CODE REQUIRES
 AN ADDITIONAL 6".MINIUM FINISH ELEVATION
 IS: A8= 15'+.5'=15'-6".
  
 3) 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.
  
 4)PROVIDE ADDITIONAL INFORMATION FOR
 THE LIVE LOAD OF THE MEZZANINE, IT IS
 DESIGNED (SEE TABLE 1604.1) EITHER:
 LIGHT 125 LBS.
 HEAVY 250 LBS.
  
 5)106.4.2 STORAGE & FACTORY- INDUS-
 TRIAL OCCUPANCIES. IT SHALL BE THE
 RESPONSIBILITY OF THE OWNER, AGENT,
 PROPIETOR OR OCCUPANT OF GROUP S AND
 GROUP F OCCUPANCIES, OR ANY OCCUPANCY
 WHERE EXCESSIVE FLOOR LOADING IS LIKELY
 TO OCCUR, TO EMPLOY A COMPETENT ARCHI-
 TECT OR ENGINEER IN COMPUTING THE SAFE
 FLOOR LOAD CAPACITY. ALL SUCH COMPUTA-
 TIONS SHALL BE ACCOMPANIED BY AN AFFA-
 DAVIT FROM THE ARCHITECT OR ENGINEER
 STATING THE SAFE ALLOWABLE FLOOR LOADS
 ON EACH FLOOR IN POUNDS PER SQ FT.THE
 COMPUTATIONS & AFFADAVIT SHALL BE FILED
 AS A PERMANENT RECORD OF THE BLDG DEPT.
  
 6)106.4.3.SIGNS REQUIRED. IN EVERY
 BUILDING OR PART OF A BUILDING USED FOR
 STORAGE, INDUSTRIAL OR HAZARDOUS PUR-
 POSES, THE SAFE FLOOR LOADS, AS REVIEWED
 BY THE BUILDING OFFICIAL ON THE PLAN,
 SHALL BE MARKED ON PLATES OF APPROVED DE
 SIGN WHICH SHALL BE SUPPLIED & SECURELY
 AFFIXED BY THE OWNER OF THE BUILDING IN
 A CONSPICUOUS PLACE IN EACH STORY TO
 WHICH THEY RELATE. SUCH PLATES SHALL NOT
 BE REMOVEDOR DEFACED, & IF LOST,
 REMOVED THE OWNER OF THE BUILDING SHALL
 REPLACE THEM.
  
 7) FBC* 105.3RESIDENT INSPECTOR.
 SUBMIT INSPECTOR RESUME' AND LICENSE
 DOCUMENTS TO HAROLD PISKURA, DIRECTOR OF
 THE RESIDENT INSPECTOR PROGRAM.A
 RESIDENT INSPECTOR PROGRAM IS REQUIRED,
 ON THIS PROJECT, DUE TO ONE OR MORE OF
 THE FOLLOWING:
 - BUILDINGS/ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 - ANY MAJOR STRUCTURAL ALTERATIONS
 - STRUCTURES IN WHICH THE CONCRETE
 DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F'C) IN EXCESS OF 3000 PSI
 - PILE DRIVING
 - BUILDINGS OVER 20,000 SQFT IN AREA
 - BUILDINGS OVER 2 STORIES IN HEIGHT
 - BUILDING/STRUCTURES OF UNUSUAL DESIGN
 OR METHODS OF CONSTRUCTION
  
 8)FBC 13-103.1.2 BEFORE A BUILDING
 PERMIT CAN BE ISSUED, THE SUBMITTED
 ENERGY CODE COMPLIANCE FORMS SHALL BE
 SIGNED BY THE BUILDING OWNER, THE
 OWNER'S ARCHETECT OR OTHER AUTHORIZED
 AGENT LEGALLY DESIGNATED BY THE OWNER.
  
 9)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.
  
 10)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.
 SEE SHEET M-2 TO CORRECTMINIMUM HEIGHT.
 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.
  
 11) SHEET A-4.0 DETAIL# 5 INDICATES A
 TYPICAL SCUPPER BUT NO INFORMATION IS
 SUPPLIED FOR THE EMERGENCY OVERFLOWS.
 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.
  
 12) 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.
  
 13) FBC 1608.2.2THE GUARDRAIL SHALL BE
 DESIGNED AND CONSTRUCTED FOR A
 CONCENTRATED LOAD OF 200 LB APPLIED IN
 ANY DIRECTION AT THE TOP OF THE
 GUARDRAIL, A CONCENTRATED HORIZONTAL
 LOAD OF 200 LB APPLIED ON A 1 SQ FT AREA
 AT ANY POINT, AND A LINE LOAD OF 50 PLF
 APPLIED HORIZONTALLY AT THE REQUIRED
 GUARDRAIL HEIGHT WITH A SIMULTANEOUS
 LINE LOAD OF 100 PLF APPLIED VERTICALLY
 DOWNWARD ON THE TOP OF THE GUARDRAIL.
 THESE LOADS SHALL NOT BE APPLIED
 SIMULTANEOUSLY (UNLESS NOTED ABOVE) BUT
 SHALL BE APPLIED INDIVIDUALLY TO PRODUCE
 MAXIMUM STRESS IN EACH OF THE COMPONENTS
 OR SUPPORTS,PROVIDE CALCULATIONS.
 SEE SHEET A-6.0
  
 14)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) FIXED WINDOWS-STOREFRONT, MISSING
 THE PRODUCT APPROVAL ONLY THE
 FL.COVER SHEET WAS SUBMITTED.
 B) FIXED WINDOWS- BLOCK GLASS DEPEND-
 ING ON THE WALL THICKNESS MAY
 REQUIRE STORM SHUTTERS.
 C) MULLIONS- VERTICAL & HORIZONTAL
 D) EXTERIOR DOORS- STOREFRONT GLAZED
 ENTRY DOORS, MISSING THE PRODUCT
 TESTING REPORT, ONLY THE FL. COVER
 SHEET WAS SUBMITTED.
 E) EXTERIOR DOORS- OVERHEAD DOORS-
 NOTHING SUBMITTED.
 F) EXTERIOR DOORS- LOUVER "CURRIES",
 SHUTTERS ARE REQUIRED.
 G) EXTERIOR SOLID CORE DOORS- NOTHING
 SUBMITTED.
 H) EXTERIOR LOUVER- NOTHING WAS SUB-
 MITTED.
 I) ROOFING ASSEMBLIES- "BILCO HATCH
 J) STORM SHUTTERS- FOR LOUVERED DOORS
 SEE PRODUCT TESTING REPORT SUB-
 MITTED.
 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
  
 15) PLANS DO NOT INDICATE THE POS & NEG
 PRESURES OF DOORS AND WINDOWS. PROVIDE
 PRESSURES, NOTE ROOF ELE. 35', SEE
 1606.2D FOR B EXPOSURE ROOF HEIGHT OF
 35'PLUS PARAPET. ADJUSTMENT FACTOR 1.05.
 WINDOWS, DOORS, ROOFING, ETC...
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH
 THE PLANS WHEN RESUBMITTING PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL
 COMMMENTS WITH GREATLY EXPEDITE YOUR
 REVIEW. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
 BUILDING PLAN REVIEW
 JIM WITMER
 (561)805-6715
 JIM WITMER
 BUILDING PLAN REVIEW
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2005-05-03 Cont ID  
Sent By dpalmer Date 2005-05-03 Time 16:57 Rev Time 0.30
Received By dpalmer Date 2005-05-03 Time 16:24 Sent To I
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2004-09-01 Cont ID  
Sent By dpalmer Date 2004-09-01 Time 11:14 Rev Time 0.75
Received By dpalmer Date 2004-09-01 Time 10:12 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2004-07-28 Cont ID  
Sent By dpalmer Date 2004-07-28 Time 14:01 Rev Time 0.75
Received By dpalmer Date 2004-07-28 Time 13:42 Sent To  
Notes
2004-07-28 00:00:00********* UNSAT **************
  
 1)NOTE: REDLINED GROUNDING ELECTRODE
 DETAIL. WRONG CODE REFERENCED, WRONG
 ART:#S.
  
 2)NOTE: ELECTRICAL PLANS OK, STAMPED
 TWO SETS ONLY THIRD SET NOT SIGNED,
 DATED AND SEALED. FS 471.023
  
 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 2004-10-27 Cont ID  
Sent By mamini Date 2004-10-27 Time 09:38 Rev Time 1.00
Received By mamini Date 2004-10-27 Time 09:38 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2004-08-30 Cont ID  
Sent By mamini Date 2004-08-30 Time 15:45 Rev Time 0.50
Received By mamini Date 2004-08-30 Time 15:40 Sent To  
Notes
2004-08-30 00:00:00FAILED :
 1. CIVIL SITE PLANS MUST BE REVIEWED
 ANND APPROVED BY THE PUBLIC UTILITIES &
 ENGINEERING FOR ALL THE CONNECTIONS TO
 THE SERVICES PRIOR TO APPROVAL FROM THE
 CONSTRUCTION SERVICES(BUILDING DEPT.).
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2004-08-02 Cont ID  
Sent By mamini Date 2004-08-02 Time 10:40 Rev Time 1.00
Received By mamini Date 2004-08-02 Time 10:40 Sent To  
Notes
2004-08-02 00:00:00FAILED :
 1. CIVIL/SITE PLANS MUST BE REVIEWED AND
 APPROVED BY THE PUBLIC UTILITIES &
 ENGINEEING FOR ALL THE CONNECTIONS PRIOR
 TO SUBMITTING TO THE BUILDING DEPARTMENT
 , ATT;MANNY GONZALEZ, 494-1085.
 2. PLEASE SUBMIT STORM WATER CALCULATION
 FOR OUR REVIEW AND APPROVAL, IT SHOULD
 INCLUDE PERVIOUS AND IMPERVIOUS,BUILDING
 AREA FOR THE ENTIRE SITE.
 3. ANY EXISTING METERS THAT IS NOT GOING
 TO BE USED MUST BE REMOVED AND LINE
 MUST BE PLUGED, PER CITY REQUIREMENTS.
 4. WORK WITHIN PUBLIC R.O.W (45TH ST.)
 REQUIRES A SEPARATE PERMIT FROM PB
 COUNTY AND FROM CWPB PUBLIC UTILITIES &
 ENGINEERING, WINDEL PALMER 494-1086.
 5. PLEASE CLARIFY WITH PUBLIC UTILITIES
 AND ENGINEERING AS WHO AND HOW THE CANAL
 BANK WILL BE MAINTAINED. CONSTRUCTION OF
 CONCRETE WALL, AS PROPOSED.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2005-05-11 Cont ID  
Sent By mwennerg Date 2005-05-11 Time 10:20 Rev Time 0.00
Received By mwennerg Date 2005-05-11 Time 10:20 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2004-09-23 Cont ID  
Sent By nmccray Date 2004-09-23 Time 15:54 Rev Time 0.00
Received By nmccray Date 2004-09-23 Time 15:54 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2004-07-29 Cont ID  
Sent By mcarsill Date 2004-07-29 Time 14:18 Rev Time 0.00
Received By mcarsill Date 2004-07-29 Time 14:18 Sent To  
Notes
2004-07-29 00:00:001) BUILDING ADDRESS REQUIRED. A MINIMUM
 OF AT LEAST 6" NUMBERS ARE REQUIRED.
  
 2) PLEASE PROVIDE PRESCRIPTIVE
 STRENGTH REQUIREMENTS FOR ALL HANDRAILS
 AND GUARDRAILS.
  
 3) PLEASE INDICATE INTERIOR FINISH
 CLASSIFICATIONS FOR WALLS AND CEILINGS.
  
 4) ILLUMINATED EXIT SIGN IN SHOWROOM # 2
 IS NOT NEEDED THAT LEADS PERSONS INTO
 THE WAREHOUSE AREA.
  
 5) A KNOX-BOX WILL BE REQUIRED.
  
 6) REQUIRED FIRE ALARM SYSTEM PANEL
 USED FOR MONITORING MUST BE UL LISTED
 FOR CENTRAL STATION SERVICE.
  
 7) LOCKABLE KNOX-BOX CAPS WILL BE
 REQUIRED FOR THE FIRE DEPARTMENT
 CONNECTION.
  
 8) A FIRE HYDRANT SHALL BE LOCATED
 WITHIN 150 FEET OF THE FIRE DEPARTMENT
 CONNECTION. THE EXISTING FIRE HYDRANT
 SHOWN MAY NOT MEET THIS REQUIREMENT.
 PLEASE ADVISE.
  
 9) SPARE SPRINKLER HEAD BOX WILL
 BE REQUIRED.
  
 10) ALL CONSTRUCTION, RENOVATION AND
 DEMOLITION SHALL CONFORM TO NFPA 241.
  
 11) TAMPER SWITCHES, CHAIN AND LOCK
 WILL BE REQUIRED ON FIRE LINE BACKFLOW
 DEVICE.
  
 12) PLEASE INDICATE WHAT WILL BE STORED
 ON THE RACKS. WHAT TYPE OF PACKAGING
 WILL THESE ITEMS BE STORED IN.
  
 13) PLEASE CLEARLY ILLUSTRATE ALL
 PORTABLE FIRE EXTINGUISHER LOCATIONS.
 (OFFICE)
 14) PLEASE CLEARLY ILLUSTRATE ALL
 EMERGENCY LIGHT FIXTURE LOCATIONS.
  
 15) EXIT SIGNS WILL BE BLOCKED IN
 WAREHOUSE AREA BY RACKS. ADDITIONAL
 EXIT SIGNS APPEAR TO BE NEEDED TO DIRECT
 PERSONS TO THE EXITS. EXIT LOCATIONS
 SHALL BE OBVIOUS AND DIRECT.
  
 16) WHY ARE THERE NO HOSE VALVES IN
 WAREHOUSE AREA.
  
 17) SEPARATE PLANS AND PERMITS REQUIRED
 FOR FIRE SPRINKLER AND FIRE ALARM
 SYSTEM.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
2004-07-14 00:00:00SENT TO "COMM" BOARD #37
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2005-05-05 Cont ID  
Sent By adarroug Date 2005-05-05 Time 14:05 Rev Time 0.00
Received By adarroug Date 2005-04-27 Time 14:04 Sent To  
Notes
2005-05-05 00:00:00TO "COMM" BD#2
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2005-04-28 Cont ID  
Sent By adarroug Date 2005-04-28 Time 13:49 Rev Time 0.00
Received By adarroug Date 2005-04-28 Time 13:49 Sent To E
Notes
2005-04-28 00:00:00TO "DPALMER" DESK/REVISION
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2005-03-17 Cont ID  
Sent By alange Date 2005-03-17 Time 07:51 Rev Time 0.00
Received By alange Date 2005-03-17 Time 07:51 Sent To  
Notes
2005-03-17 00:00:00TO JW DESK
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2005-03-15 Cont ID  
Sent By adarroug Date 2005-03-15 Time 11:26 Rev Time 0.00
Received By adarroug Date 2005-03-15 Time 11:26 Sent To B
Notes
2005-03-15 00:00:00TO "JW"DESK/REVISION
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2004-11-22 Cont ID  
Sent By mjacobs Date 2004-11-22 Time 11:37 Rev Time 0.00
Received By mjacobs Date 2004-11-22 Time 11:37 Sent To B
Notes
2004-11-22 00:00:00SENT TO "JW" DESK
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2004-10-25 Cont ID  
Sent By csiegber Date 2004-10-25 Time 16:03 Rev Time 0.00
Received By csiegber Date 2004-10-25 Time 16:03 Sent To  
Notes
2004-10-25 00:00:00TO COMM BD#59
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2004-08-26 Cont ID  
Sent By csiegber Date 2004-08-26 Time 14:24 Rev Time 0.00
Received By csiegber Date 2004-08-26 Time 14:24 Sent To  
Notes
2004-08-26 00:00:00TO COMM BD#59
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2004-08-05 Cont ID  
Sent By csiegber Date 2004-08-26 Time 14:23 Rev Time 0.00
Received By csiegber Date 2004-07-19 Time 10:37 Sent To  
Notes
2004-07-19 00:00:00TO COMM BD#33
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2004-07-14 Cont ID  
Sent By csiegber Date 2004-07-19 Time 10:37 Rev Time 0.00
Received By csiegber Date 2004-07-14 Time 14:46 Sent To  
Notes
2004-07-14 00:00:00SENT TO "COMM" BOARD
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2005-05-12 Cont ID  
Sent By pkrauss Date 2005-05-12 Time 12:51 Rev Time 0.45
Received By pkrauss Date 2005-05-12 Time 12:51 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2004-09-21 Cont ID  
Sent By pkrauss Date 2004-09-21 Time 09:53 Rev Time 0.45
Received By pkrauss Date 2004-09-21 Time 08:39 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2004-08-05 Cont ID  
Sent By pkrauss Date 2004-08-05 Time 07:11 Rev Time 0.45
Received By pkrauss Date 2004-08-05 Time 06:55 Sent To  
Notes
2004-08-05 00:00:00DENIED:
 1.PLEASE PROVIDE OUTSIDE AIR
 CALCULATIONS FOR THE WAREHOUSE AS WELL
 AS THE OFFICE & SHOW ROOM AREAS IN
 ACCORDANCE WITH THE 2001 FBC(M) 403.3.
  
 2.PLEASE INDICATE IF ANY CHEMICALS
 WILL BE STORED IN THE WAREHOUSE AREA.
  
 3.THE CONDENSING UNIT STANDS SHALL
 COMPLY WITH THE 2001 FBC 1511.7 FOR THE
 HEIGHT REQUIREMENT FROM THE ROOF SURFACE
 TO THE BOTTOM OF THE SUPPORT RAIL.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop P PLUMBING
Rev No 3 Status P Date 2004-11-06 Cont ID  
Sent By kstevens Date 2004-11-06 Time 12:59 Rev Time 1.25
Received By kstevens Date 2004-11-06 Time 12:58 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2004-10-08 Cont ID  
Sent By kstevens Date 2004-10-08 Time 16:20 Rev Time 1.00
Received By kstevens Date 2004-10-08 Time 16:20 Sent To  
Notes
2004-10-08 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FBC-2001 CHAPTER 11
 FBC-2001 BUILDING
  
 COMMENTS FROM PREVIOUS REVIEW HAVE NOT
 BEEN ADDRESSED AND NO COMMENT RESPONSE
 HAS BEEN NOTED.
  
 *********WHEN RESUBMITTING PLANS********
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH
 THE PLANS WHEN RESUBMITTING PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW 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.
  
 SEE ATTACHED SHEET WITH COMMENTS FROM
 THE FIRST REVIEW.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 1 Status F Date 2004-07-30 Cont ID  
Sent By kstevens Date 2004-07-30 Time 10:10 Rev Time 1.50
Received By kstevens Date 2004-07-30 Time 09:21 Sent To  
Notes
2004-07-30 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FBC-2001 CHAPTER 11
 FBC-2001 BUILDING
  
 1) SHT A-4.0 SUBMIT CALCULATIONS FOR
 ROOF SCUPPERS. SHOW SQUARE FOOTAGE FOR
 EACH AREA OF ROOF AND SHOW 1/2 AREA OF
 VERTICAL WALLS INCLUDING PARAPETS AS ITS
 ADDED TO ROOF AREA. INDICATE TOTAL SF
 FOR EACH DRAIN. LOWER ROOF CALCULATIONS
 ALSO. SECTIONS 1106 & 1107 AND ALL SUB-
 SECTIONS. - SCUPPER DRAIN SHALL BE SIZED
 LARGE ENOUGH TO FOR PRIMARY AND SECOND-
 ARY DRAINS.
 2) SHT A-7.0 COFFEE AREA SINK, A CLEAR
 FLOOR SPACE SHALL BE PROVIDED IN FRONT
 OF THE SINK TO ALLOW FORWARD APPROACH
 MAXIMUM OF 19" UNDER THE SINK. - ALSO
 PER THE BLDG OFFICIAL CABINET DOORS AT
 CLEAR SPACE CREATE A HARDSHIP AND SHALL
 NOT BE INSTALLED. SECTION 11-4.24.5 -
 ALSO SHOW KNEE CLEARANCE SECTION 4.24.3.
 3) SECTION 11-4.24.4 SINK DEPTH SHALL BE
 A MAXIMUM OF 6-1/2" DEEP. SINK REFERENC-
 ED ON SHEET M-1 FIXTURE SCHEDULE (3),
 SHOWS ELKAY MODEL ECC-2522. DEPTH OF
 THIS SINK IS 7-1/2" AS SHOWN ON ATTACHED
 SHEET.
 4) SUBMIT A DETAIL SHOWING COMPLIANCE
 WITH SECTION 11-4.15 AND ALL SUBSECTIONS
 (DRINKING FOUNTAIN)
 5) 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. - NOTE: SHT A-8.0 INDICATES LATEX
 PAINT. THIS IS NOT ACCEPTABLE AS A NON-
 ABSORBANT MATERIAL.
 6) SHT M-1 PLUMBING NOTES #10, AIR CHAM-
 BERS ARE NOT APPROVED. DELETE REFERENCE
 FROM NOTES. SECTION 104.2.1
 7) SEPARATE IRRIGATION PLANS AND PERMIT
 ARE REQUIRED. SECTION 1-4.3.1.1
 8) SECTION 607.3.1 THERMAL EXPANSION
 CONTROL IS REQUIRED.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 1 Status P Date 2004-07-20 Cont ID  
Sent By mmclean Date 2004-07-20 Time 10:58 Rev Time 0.00
Received By mmclean Date 2004-07-20 Time 10:58 Sent To  
Notes
2004-07-20 00:00:00APPROVED BY JOSH LONG, PLANNER 659-8031


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