Plan Review Details - Permit 06011012
Plan Review Stops For Permit 06011012
Review Stop AD ADDRESSING
Rev No 1 Status P Date 2006-02-10 Cont ID  
Sent By lursu Date 2006-02-10 Time 15:10 Rev Time 0.00
Received By lursu Date 2006-02-10 Time 15:09 Sent To  
Notes
2006-02-10 00:00:00ADD NEW ADDRESS FOR BLDG F = 2433
 METROCENTRE BLVD ( MAIN SITE ADDRESS:
 2431 METROCENTRE BLVD)
2006-01-25 00:00:00NEEDS ADDRESS BEFORE ISSUING PERMIT
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2006-04-25 Cont ID  
Sent By jwitmer Date 2006-04-25 Time 11:10 Rev Time 1.11
Received By jwitmer Date 2006-04-25 Time 11:09 Sent To  
Notes
2006-04-25 00:00:00BUILDING PLAN REVIEW
 PERMIT: 06011012
 ADD: 2433 METROCENTRE BLVD BLDG# F
 CONT:PLAN REVIEW/ QUEST
 TEL: (561)691-9400
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 1) 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.
  
 2) FL S S 713.13
 NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT BEFORE A
 PERMIT WILL BE ISSUED. 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.
  
 3) 109.3.10* IMPACT OF CONSTRUCTION. ALL
 CONSTRUCTION ACTIVITY REGULATED BY THIS
 CODE SHALL BE PERMORMED IN A MANNER SO
 AS NOT TO ADVERSLY IMPACT THE CONDITION
 OF ADJACENT PROPERTY, UNLESS SUCH
 ACTIVITY IS PERMITTED TO AFFECT SAID
 PROPERTY PURSUANT TO A CONSENT BY THE
 APPLICABLE PROPERTY OWNER, UNDER TERMS &
 CONDITIONS AGREEABLE TO THE APPLICABLE
 PROPERTY OWNER.THIS INCLUDES BUT IS NOT
 LIMITED TO THE CONTROL OF DUST, NOISE,
 WATER OR DRAINAGE RUN-OFF, DEBRIS, AND
 THE STORAGE OF CONSTRUCTION MATERIALS.
 NEW CONSTRUCTION ACTIVITY SHALL NOT
 ADVERSELY IMPACT HISTORICSURFACE WATER
 DRAINAGE FLOWS SERVING ADJACENT
 PROPERTIES, & MAY REQUIRE SPECIAL
 DRAINAGE DESIGNCOMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED
 SITES.ACCORDINGLY, DEVELOPERS,
 CONTRACTORS, AND OWNERS OF ALL NEW
 RESIDENTIAL DEVELOPMENET, INCLUDING
 ADDITIONS, POOLS, PATIOS, DRIVEWAYS,
 DECKS, OR SIMILAR ITEMS, ON EXISTING
 PROPERTIES RESULTING IN A DECREASE IN
 EXCESS OF 800SQ FT OF PERMEABLE LAND
 AREA ON ANY PARCELL SHALL AS A PERMIT
 CONDITION, PROVIDE A PROFESSIONALY
 PREPARED DRAINAGE PLAN CLEARLY
 INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE
 IMPROVEMENT, A CERTIFICATE FROM A
 LICENSED ENGINEER SHALL BE SUBMITTED TO
 THE INSPECTOR IN ORDER TO RECEIVE
 APPROVAL OF THE FINAL INSPECTION.
  
 4) 109.3.10.1 HURICANE PROTECTION.
 IT SHALL BE UNLAWFUL FOR ANY PERSON TO
 ALLOW CONSTRUCTION RELATED MATERIALS
 EQUIPMENET AND DEBRIS TO REMAIN LOOSE OR
 OTHERWISE UNSECURED AT A CONSTRUCTION
 SITE FROM 24 HRS. AFTER A HURRICANE
 WATCH HAS BEEN ISSUED UNTIL THE
 HURRICANE WATCH OR WARNING HAS BEEN
 LIFTED. ALL SUCH CONSTRUCTION MATERIALS,
 EQUIPMENT AND DEBRIS SHALL BE EITHER
 REMOVED FROM THE CONSTRUCTION SITE OR
 SECURED IN SUCH A MANNER AS TO MINIMIZE
 THE DANGER OF SUCH CONSTRUCTION
 MATERIALS, EQUIPMENT AND DEBRIS CAUSING
 DAMAGE TO PERSONS OR PROPERTY FROM
 HIGHWINDS.
 ANY PERSONS WHO FAILS TO COMPLY TO
 REMOVE OR SECURE THE CONSTRUCTION
 MATERIALS EQUIPMENT AND DEBRIS WITHIN
 24 HRS AFTER A HURRICANE WATCH HAS BEEN
 ISSUED SHALL BE SUBJECT TO A FINE NOT TO
 EXCEED $500.00.
 IN ADDITION TO THE ABOVE, A LICENSED
 CONTRACTOR WHO VIOLATES THIS SECTION
 SHALL BE SUBJECT TO DISCIPLINE PURSUANT
 TO SECTION 113 OF THIS CHAPTER.
  
 5) 110.2* W. P. B. ADMINISTRATIVE CODE,
 INFORMATION THAT IS REQUIRED FOR RECORD
 KEEPING & FOR CERTIFICATE OF OCCUPANCY:
 A) THE EDITION OFTHE CODE UNDER WHICH
 THE PERMIT WAS ISSUED.
 B) THE USE AND OCCUPANCY, IN ACCORDANCE
 WITH THE PROVISIONS OF CHAPTER 3.
 C) THE TYPE OF CONSTRUCTION AS DEFINED
 IN CHAPTER 6, TABLE 601.
 D) THE DESIGN OCCUPANT LOAD, SEE 1004.
 E) IF AN AUTOMATIC SPRINKLER SYSTEM IS
 PROVIDED, WHETHER THE SPRINKLER SYSTEM
 IS REQUIRED.
 F) ANY SPECIAL STIPULATIONS & CONDITIONS
 OF THE BUILDING PERMIT.
  
  
 G) NUMBER OF FLOORS
  
  
 H ) NUMBER OF ROOMS
  
 I) SQ. FT. LIV SPACE/ FL
  
 J) SQ. FT. FOOTPRINT
  
 K) SQ. FT. UNDER ROOF (TOTAL)
  
 L) OCCUPANT LOAD
  
 M) FLOOD ZONE
  
 N) FLOOD ELEVATION
  
 O)L.O.M.R.
  
 6) 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.
  
 7) 1609.1.4 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.
  
 8) 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
  
 9) 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
 B) MULLIONS VERTICAL & HORIZONTAL
 C) GLAZED DOORS W/ TRANSOMS.
 D) STORM SHUTTERS
 E) TRUSS ANCHORS
 F) ROOF ASSEMBLIES
  
 10) 1802.2.1 QUESTIONABLE SOIL.
 WHERE THE SAFE-SUSTAINING POWER OF THE
 SOIL IS IN DOUBT, OR WHERE ALOAD
 BEARING VALUE SUPERIOR TO THAT SPECIFIED
 IN THIS CODE IS CLAIMED, THE BUILDING
 OFFICIAL SHALL REQUIRE THAT THE
 NECESSARY INVESTIGATION BE MADE. SUCH
 INVESTIGATION SHALL COMPLY WITH THE
 PROVISIONS OF SECTIONS 1802.4 THROUGH
 1802.6 .
  
 11) PROVIDE A SITE PLAN WITH ALL
 STRUCTURES WITH DIMENSIONS BETWEEN
 BUILDINGS AND PROPERTY LINES.TABLE 601,
 TABLE 602.
 503.1.3 BUILDINGS ON SAME LOT .
 TWO OR MORE BUILDINGS ON THE SAME LOT
 SHALL BE REGULATED AS SEPARATE BUILDINGS
 OR SHALL BE CONSIDERED AS PORTIONS OF
 ONE BUILDING IF THE HEIGHT OF EACH
 BUILDING AND THE AGGREGATE AREA OF
 BUILDINGS ARE WITHIN THE LIMITATIONS OF
 TABLE 503 AS MODIFIED BY SECTIONS 504
 AND 506 . THE PROVISIONS OF THIS CODE
 APPLICABLE TO THE AGGREGATE BUILDING
 SHALL BE APPLICABLE TO EACH BUILDING.
  
 12A) SHEET A-1 BUILDING NOMENCLATURE IS
 FROM THE 2001 FBC.RECLASSIFY TO THE 2004
 FBC.
  
 12B) SHEET S-5 STRUCTURAL NOTES
 INDICATES DESIGNED TO THE 2001 FBC WIND
 CHAPTER 1606.
  
 13) SHOW ON SITE PLAN,
 11-4.1.2 (1)AT LEAST ONE ACCESSIBLE
 ROUTE COMPLYING WITH SECTION 11-4.3
 SHALL BE PROVIDED WITHIN THE BOUNDARY OF
 THE SITE FROM PUBLIC TRANSPORTATION
 STOPS, ACCESSIBLE PARKING SPACES,
 PASSENGER LOADING ZONES IF PROVIDED, AND
 PUBLIC STREETS OR SIDEWALKS, TO AN
 ACCESSIBLE BUILDING ENTRANCE.
 (2)AT LEAST ONE ACCESSIBLE ROUTE
 COMPLYING WITH SECTION 11-4.3 SHALL
 CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE
 FACILITIES, ACCESSIBLE ELEMENTS, AND
 ACCESSIBLE SPACES THAT ARE ON THE SAME
 SITE.
  
 14) THE PLAN REVIEW DOESN'T INDICATE IF
 THIS TO BE A SHELL OR INCLUDE TENANT
 BUILD OUT. THE EXITS WORK AS SHOWN BUT
 MAY HAVE PROBLEMS WITH BUILD OUT.
  
 15) DISCREPANCY IN PLANS, A2 DETAIL OF
 TOWER CUT SECTION DETAIL2 ON A4.1 WHEN
 TURNING TO DETAIL INDICATES A 2X6 GAL
 16G METAL STUD. THE SAME DETAIL
 REFRENCES A BOTTOM TRACK ASSEMBLY DETAIL
 5 ON A-2 WHICH IS A TILT WALL PARAPET
 DETAIL? PLEASE CORRECT.
  
 16)ROOF ASSEMBLIES PRODUCT APPROVAL
 INFORMATION REQUIRED:
 (FLAT ROOF)
 ) THIS ROOF IS MISSING OR NOT IN
 COMPLIANCE WITH THE FOLLOW ITEMS:
  
 ___ CONTRACTOR DID NOT PROVIDE THE MEAN
  
 ROOF HEIGHT.
  
 ___ CONTRACTOR DID NOT INDICATE THE ROOF
 PITCH.
  
 ___ CONTRACTOR FAILED TO INDICATE WHICH
 SYSTEM TO BE USED.
  
 ___ THE SYSTEM PROVIDED HAS A LOW
 PRESSURE FOR ZONE ___ .
  
 ___ THE SYSTEM PROVIDED STATES
 LIMITATION# 7, SHOULD THE FASTENER
 RESISTANCE BE LESS THAN THAT
 REQUIRED, AS DETERMINED BY THE
 BUILDING OFFICIAL, A REVISED
 FASTENER SPACING, PREPARED , SIGNED
 AND SEALED BY A FLORIDA REGISTERED
 PROFESSIONAL ENGINEER, REGISTERED
 ARCHITECT OR REGISTERED ROOF
 CONSULTANT MAY BE SUBMITTED.
  
 ___THE SYSTEM PROVIDED INDICATES
 LIMITATION# 9, NO ENHANCED
 FASTENING ALLOWED.
  
 17)ENERGY13-101.1.6 SHELL BUILDINGS.
 NONRESIDENTIAL BUILDINGS THAT ARE
 PERMITTED PRIOR TO DESIGN COMPLETION OR
 WHICH WILL BE FINISHED IN SECTIONS AT A
 TIME AFTER CONSTRUCTION OF THE SHELL
 SHALL COMPLY WITH EITHER METHOD B OR C
 OF SUBCHAPTER 13-4 OF THE CODE PRIOR TO
 GRANTING OF A PERMIT TO BUILD. ALL
 ASSUMPTIONS MADE ABOUT FEATURES NOT
 INSTALLED UNTIL LATER THAT ARE NOT ON
 THE BUILDING PLANS SHALL BE LISTED AND
 APPENDED TO THE COMPLIANCE FORM
 SUBMITTED TO THE BUILDING DEPARTMENT.
 UNLESS THE BUILDING IS COMPLETED AS PER
 ALL ASSUMPTIONS MADE IN THE ORIGINAL
 CODE COMPLIANCE SUBMITTAL, A REVISED
 CODE SUBMITTAL(S) USING METHODS A, B OR
 C SHALL BE SUBMITTED WHEN COMPLETION OF
 THE BUILDING (OR PART OF THE BUILDING)
 IS PERMITTED.
  
 18) 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.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2006-03-01 Cont ID  
Sent By dpalmer Date 2006-03-01 Time 16:38 Rev Time 0.00
Received By dpalmer Date 2006-02-28 Time 19:31 Sent To  
Notes
2006-03-01 00:00:00******* UNSAT *********
  
 2433 METROCENTRE BLVD, BLDG "F"
 PLANS SUBMITTED FOR "PLAN REVIEW" ONLY
 AND HAVE NOT BEEN SUBMITTED FOR PERMIT.
  
 1)NOTE: PLEASE BE SURE PLANS REFLECT AND
 ARE DESIGNED WITH THE CURRENT CODES
 ADOPTED BY THE STATE OF FLORIDA.
 PLEASE KNOW WE ARE CURRENTLY UNDER THE
 2004 FBC.
 PLEASE SEE SOME AREAS OF PLANS WHICH
 REFLECT 2001 FBC.
 ** PLEASE BE SURE ELECTRICAL PLANS
 INDICATE THE 2002 NFPA-72, 2002 NFPA-72
 AND 2003 NFPA-101.
  
 2)NOTE: PLEASE SEE MISSING SIZE FOR
 GROUNDING ELECTRODE CONDUCTOR.
 250.66
 PLEASE SEE EQUIPMENT GROUNDING
 CONDUCTORS BEING SHOWN BEFORE THE FRIST
 MEANS OF DISCONNECT. 250.6.
 PLEASE SEE ABOVE AS EQUIPMENT GROUNDING
 CONDUCTORS ARE ONLY INSTALLED AFTER THE
 FIRST MEANS OF DISCONNECT.
  
  
 3)NOTE: PLEASE INDICATE TH CONDUCTORS
 FROM GUTTER TO METER, METER TO HOUSE
 MAIN.215.5, 310.16, 240.4
  
 4)NOTE: PLEASE SEE IT APPEARS THAT THE
 MAINS WILL BE FUSED DISCONNECTS,?
 HOWEVER PLEASE INDICATE THE MIN AIC
 RATINGS FOR FUSES AND TYPES. 110.9,215.5
  
 5)NOTE: PLEASE KNOW, MIN LENGTH OF
 GUTTER SHOULD BE NOTED AND SHOWN BY THE
 DESIGNER.366,215.5
  
 6)NOTE: PLEASE SEE MISSING CERIFICATEOF
 AUTHORIZATION NUMBER FOR STRUCTURAL
 ENGINEERING COMPANY. PLEASE ALSO SEE
 MISSING TITLE BLCOK FOR ENGINEER AS
 SHOWN ON S-6.
 PLEASE KNOW, THIS IS ONLY A NOTE FOR THE
 ELECTRICLA REVIEW. PLEASE BE AWARE OF
 BLDG REVIEW FOR NOTES AS THIS DOES NOT
 APPLY TO CHANE ENGINEERING.
  
 7)NOTE: PLEASE SEE FBC CHAPTER 13,
 13-413.1.ABC.1
 PLEASE ALSO SEE TYPE OF TC REQUIRED FOR
 EXTERIOR LTS, 13-415.1.ABC.1.4
  
 8)NOTE: PLEASE BE SURE TO INDICATE THE
 ADDRESS OF JOB ON TITLE BLOCKS PER FAC
 61G1-16.004
  
 9)NOTE: PLEASE A NOTE ON PLAN MENTIONS A
 "BUILDING CONTRACTOR" TO DO ELECTRICLA
 SCOPE PF WORK FOR IRRIGATION?
 PLEASE VERIFY THIS NOTE AS A BLDG CONT
 MAY NOT WORK IN THE SCOPE OF THE
 ELECTRICAL.
  
 10)NOTE: PLEASE CLARIFY NOT FOR "SITE
 LIGHTING". NONE , SHOWN ON PLANS, ANY
 SITE INCLUDED ON THIS PERMIT WHEN
 APPLIED FOR MUST BE SHOWN WIHT WIND LOAD
 CALCUALTIONS ETC. IF THESE ITEMS ARE NOT
 PART OF THIS PERMIT, PLEASE UNDER
 SEPARATE PERMIT.
  
 11)NOTE:PANEL SCHEDULE INDICATE COVERED
 PARKING LIGHTING? IS THIS A STRUCTURE
 UNDER FUTURE PERMIT?
  
 ** PLEASE KNOW, A RESPONSE LTR MAY HELP
 IN THR PLAN REVIEW AND PROCESSING.
  
  
 ** PLEASE REMOVE ANY OLD/VOIDED SHEETS
 AND ONLY INSERT NEW REVISED SHEETS INTO
 COMPLETED SETS FOR REVIEW AND STAMPING.
 ONE SET OF OLD/VOIDED SHEETS SHOULD BE
 SUBMITTED FOR REFERENCE.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE IN CONTACTING
 THIS OFFICE.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
2006-02-28 00:00:00IN ELEC FOR REVIEW.
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2006-05-23 Cont ID  
Sent By   Date 2006-05-23 Time   Rev Time 0.25
Received By   Date 2006-05-23 Time   Sent To  
Notes
2006-05-23 00:00:00CIVIL PLANS NOT SUBMITTED.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2006-03-17 Cont ID  
Sent By mwennerg Date 2006-03-17 Time 15:25 Rev Time 0.00
Received By mwennerg Date 2006-03-17 Time 15:25 Sent To  
Notes
2006-03-17 00:00:00******DENIED******
  
 1) AN ADDRESS IS REQUIRED ON BUILDING
 AND SHALL BE A MINIMUM OF 6" IN HEIGHT
 AND CONTRASTING TO THE BACKGROUND.
  
 2) ARE FIRE SPRINKLER AND FIRE ALARM
 SYSTEMS PLANNED FOR THE BUILDING? SHT
 A-1 INDICATES UNSPRINKLED.
  
 3) 2A-10B,C RATED FIRE EXTINGUISHERS ARE
 REQUIRED AND SHALL BE MOUNTED AT
 DISTANCES NOT TO EXCEED 75'.
  
 4) PLEASE INDICATE THE LOCATION AND
 BUILDING DISTANCE TO THE CLOSEST FIRE
 HYDRANT.
  
 5) PLEASE PROVIDE FLAME RETARDANT
 INFORMATION FOR THE PROPOSED AWNING.
  
 6) WILL BUILDING HAVE ABILITY TO MEET
 TENANT SEPARATION REQUIREMENTS FOR
 FUTURE BUILDOUTS?
  
 7) PLANS DON'T ILLUSTRATE THE LOCATIONS
 OF EXIT SIGNS AND EMERGENCY LIGHTING
 FACILITIES.
  
  
 MIKE WENNERGREN, CAPTAIN/WPBFR
 FIRE PLANS REVIEW (561) 805-6722
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2006-05-23 Cont ID  
Sent By adarroug Date 2006-05-23 Time 16:48 Rev Time 0.00
Received By adarroug Date 2006-01-26 Time 15:54 Sent To  
Notes
2006-02-24 00:00:00TO "COMM" BD#10
2006-01-26 00:00:00TO "ADD" LILLI NEEDS TO REVIEW SITE PLAN
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2006-03-12 Cont ID  
Sent By hmoser Date 2006-03-12 Time 12:42 Rev Time 0.00
Received By hmoser Date 2006-03-12 Time 12:42 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2006-04-18 Cont ID  
Sent By jleech Date 2006-04-18 Time 07:33 Rev Time 0.00
Received By jleech Date 2006-04-18 Time 07:33 Sent To  
Notes
2006-04-18 00:00:00DENIED;
 PAGE A-2 ROOF DRAINAGE CALCULATIONS;
 SIZE SCUPPERS PER FBC-2004 PLUMBING,
 TABLE 1106.2. ENGINEERED SYSTEM SHALL
 COMPLY WITH SEC. 1101.7 AND 1107.3.
 SCUPPERS DO NOT APPEAR TO BE LARGE
 ENOUGH.
 MISSING INFORMATION;
 SITE PLAN;
 SHOW STORM DRAINAGE WATER AND SEWER
 TO BUILDING.
 PLUMBING PLANS;
 HAVING A BUILDING DRAIN AND A WATER
 LINE THRU THE BUILDING FOR FUTURE
 PLUMBING FIXTURES MAY SAVE TIME AND
 MONEY.
 PLUMBING PLAN REVIEW BY;
 JOHN LEECH
 805-6695
Review Stop Z ZONING
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***


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