Plan Review Details - Permit 06020120
Plan Review Stops For Permit 06020120
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2006-04-20 Cont ID  
Sent By lursu Date 2006-04-20 Time 13:35 Rev Time 0.00
Received By lursu Date 2006-04-03 Time 11:48 Sent To  
Notes
2006-04-20 00:00:00UNITY OF TITLE FOR THESE TWO PARCELS
 MUST BE SUBMITTED
2006-04-03 00:00:00THE APPROVED SITE PLAN MUST BE
 SUBMITTED.
2006-03-31 00:00:00NEEDS!!
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2007-11-30 Cont ID  
Sent By hpiskura Date 2007-11-30 Time 15:59 Rev Time 0.00
Received By hpiskura Date 2007-11-30 Time 15:59 Sent To  
Notes
2008-05-05 16:01:12FINAL EXTENSION GRANTED TO 5/31/08
 THE ENTRY DATE WAS ADJUSTED TO COINCIDE WITH THE
 AUTOMATED SIX MONTH EXPIRATION PROCESS.
 HAROLD PISKURA
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2007-06-01 Cont ID  
Sent By rbrown Date 2007-06-01 Time 18:37 Rev Time 0.00
Received By rbrown Date 2007-06-01 Time 18:37 Sent To  
Notes
2007-06-01 18:40:27REQUEST GRANTED FOR EXTENSION OF PERMIT APPLICATION.
 SEE LETTER DATED 5/31/07.UPDATED EXPIRATION DATE IS
 9/2/07.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2006-04-18 Cont ID  
Sent By jwitmer Date 2006-04-18 Time 07:08 Rev Time 7.77
Received By jwitmer Date 2006-04-18 Time 07:08 Sent To  
Notes
2006-04-18 00:00:00BUILDING PLAN REVIEW
 PERMIT:06020120
 ADD:719 EXECUTIVE CTR DR ENCLOSED
 PARKING GARAGE
 CONT:PARKING BUILDERS, L.L.C.
 TEL: (918)252-7275
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 BUILDING PLAN REVIEW
 PERMIT:06020120
 ADD: 719 EXECUTIVE CENTER DR
 CONT: PARKING BUILDERS
 TEL: (918)252-7275
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 1)*******VERY IMPORTANT NOTE********
 WHEN RESUBMITTING PLANS PLEASE
 INDICATE THE REVISION & REMOVE & REPLACE
 ANY PAGES AS NECESSARY. A TRANSMITTAL
 LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF
 THE REVISION MADE, IDENTIFYING THE SHEET
 OR SPECIFICATION PAGE WHERE THE CHANGES
 CAN BE FOUND WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 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.
 105.8* PROVIDE NOC RECORDED WITH THE
 CLERK OF COURT BEFORE A PERMIT CAN BE
 ISSUED.
  
 3A)109.3.7*THIS PARTICUAL TYPE OF
 BUILDING WILL REQUIRE A THRESHOLD
 INSPECTOR.FORMS WILL NEED TO BE FILED
 OUT FOR THE THRESHOLD INSPECTOR, CONTACT
 HAROLD PISKURA, INSPECTION SERVICES
 MANAGER @ (561)805-6711 TO SEET UP AN
 APPOINTMENT.
  
 3B) 109.3.6.1* THE ENFORCING AGENCY
 SHALL REQUIRE A SPECIAL INSPECTOR TO
 PERFORM STRUCTURAL INSPECTIONS ON A
 THRESHOLD BUILDING PURSUANT TO A
 STRUCTURAL INSPECTION PLAN PREPARED BY
 THE ENGINEER OR ARCHITECT OF RECORD.
 THE STRUCTURAL INSPECTION PLAN MUST BE
 SUBMITTED TO THE ENFORCINGAGENCY PRIOR
 TO THE ISSUANCE OF A BUILDING PERMIT FOR
 THE CONSTRUCTION OF A THRESHOLD
 BUILDING.THE PURPOSE OF THE STRUCTURAL
 INSPECTION PLANS IS TO PROVIDE SPECIFIC
 INSPECTION PROCEDURES AND SCHEDULES SO
 THAT THE BUILDING CAN BE ADEQUATELY
 INSPECTED FOR COMPLIANCE WITH THE
 PERMITTED DOCUMENTS.
  
 3C) 109.3.6.4.4.105.13.4.4 ALL PLANS FOR
 THE BUILDING WHICH ARE REQUIRED TO BE
 SIGNED AND SEALED BY THE ARCHITECT OR
 ENGINEER OF RECORD CONTAIN A STATEMENT
 THAT, TO THE BEST OF THE ARCHITECT'S OR
 ENGINEER'S KNOWLEDGE, THE PLANS AND
 SPECIFICATIONS COMPLY WITH THE
 APPLICABLE MINIMUM BUILDING CODES AND
 THE APPLICABLE FIRE-SAFETY STANDARDS AS
 DETERMINED BY THE LOCAL AUTHORITY IN
 ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTES.
  
 3D) NOTE: SINCE THIS BUILDING WILL BE A
 THRESHOLD STRUCTURE SUBMIT (3) OF ALL
 DOCUMENTS FOR REVIEW.
  
 3E) TWO PERMIT APPLICATIONS WERE
 SUBMITTED AND ONLY 3 SETS OF PLANS.
 NEITHER PERMIT APPLICATION INDICATES FOR
 WHICH BUILDING IT IS FOR, CAN'T ADDRESS
 THE PERMIT. 2ND WITH ONLY 3 SETS OF
 PLANS TO WHICH BUILDING WILL THEY BE
 APPLIED TOO?
  
 4) 106.3.3* PRODUCT APPROVALS. THOSE
 PRODUCTS WHICH ARE REGULATED BY DCA RULE
 9B-72 SHALL BE REVIEWED AND APPROVED IN
 WRITTING BY THE DESIGNER OF RECORD PRIOR
 TO SUBMITTAL FOR " JURISDICTIONAL
 APPROVAL", (LOCAL PRODUCT APPROVAL).
  
 5) SITE PLAN NEEDS TO BE SUBMITTED TO
 ADDRESSING PERSONEL LILI URSA FOR
 ADDRESSING AS WELL AS NEW PLAT MAP FOR
 THE COMBINATION OF LOTS. LILI URSA
 CONTACT NUMBER IS (561)822-1239.
  
 6) THE SURVEY DOES SHOW 2 SEPERATE LOTS
 WHICH APPEAR TO CUT THROUGH BULDING "B"
 AND BUILDING "C". A UNITY OF TITLE SHALL
 BE REQUIRED, TABLE 601 AND 602.
  
 7) 110.2* W. P. B. ADMINISTRATIVE CODE,
 INFORMATION THAT IS REQUIRED FOR RECORD
 KEEPING & FOR CERTIFICATE OF OCCUPANCY:
 A) SQ. FT. SPACE/ FL
 B) SQ. FT. FOOTPRINT
 C) SQ. FT. UNDER ROOF (TOTAL)FOR PARKING
  
 GARAGE INCLUDE ROOF
 D) OCCUPANT LOAD
 E ) FLOOD ZONE
 F) FLOOD ELEVATION
 G)L.O.M.R.
  
 8) GEOTECHNICAL REPORT THAT WORK WAS
 PREFORMED BY ARDAMAN NEEDS TO BE AN
 ORIGINAL WITH SIGNATURE AND RAISED SEAL.
 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
  
 9) 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.
  
 10)NOTE: 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.
  
 11) PULL PLANS APART SO ONLY THE PAGES
 THAT DEAL WITH THE NORTH BUILDING ARE IN
 ONE SET AND THE PAGES THAT DEAL WITH THE
 SOUTH BUILDING ARE IN THE OTHER SET.
 REMEMBER 3SETS WILL BE REQUIRED FOR EACH
 BUILDING.
  
 12)SHEET A0.0 CODE REVIEW, TYPE IIA
 BUILDING IS LIMITED TO 5 STORIES. THE
 CODE REVIEW INFORMATION SHOULD ALSO
 INCLUDE FBC HEIGHT MODIFICATIONS FOUND
 IN 504.2 FOR AUTOMATIC SPRINKLER SYSTEM
 INCREASE.
  
 13) A1.1 & A1.7 GROUND FLOORS FOR BOTH
 BUILDINGS. THEREIS A DISCREPANCY
 BETWEEN THE PARKING GARAGE PLANS AND THE
 UPDATED LOFT PLANS DATED FEB. 10,06. TWO
 ADDITIONAL EGRESS DOORS WERE ADDED FROM
 THE CORRIDOR OF THE LOFTS THAT EMPTY
 INTO THE PARKING GARAGE. THESE DOORS ARE
 NOT REFLECTED IN THE CURRENT PARKING
 GARAGE PLANS.
  
 14) SHEET A1.1/ A1.3/ A1.7 & A1.8 ALL
 INDICATE VAN ACCESSIBLE PARKING SPACES
 BEING 8'-0" WIDE. A0.0 CODE REVIEW
 INDICATES USING FL ACCESSIBILITY CODE
 2004, WHEN USING THE FL ACCESSIBILITY
 CODE THE PARKING SPACES ARE 12'-0"
 WIDEW/5'-0" ACCESS AISLE, NOT 8'-0" WIDE
 PARKING SPACE, SEE FIGURE 9A, CHAPTER
 11, 2004 FBC. NOTE IF REVIEWED UNDER
 FAIR HOUSING GUIDELINE THE PARKING SPACE
 IS 8'-0" AND THE ACCESS AISLE FOR VANS
 REQUIRE AN ADDITIONAL 8'-0".
  
  
 15) SHEET A1.2 INDICATES (2) VAN
 ACCESSIBLE PARKING SPACES, INDICATE
 CLEARENCE CLEAR SPACE FROM FLOOR TO THE
 BOTTOM OF THE PRECAST BEAMS, A5.1
 INDICATES 11'-0" FROM TOP OF FLOOR TO
 TOP OF FLOOR. THE STRUCTURAL PLANS SCALE
 OUT TO BE 3'-6" WITH SLAB GIVING A CLEAR
 FLOOR TO BEAM BOTTOM OF 7'-6".
 11-4.6.5 VERTICAL CLEARENCE- AT PARKING
 SPACES COMPLYING WITH SECTION 11-4.1.2
 (5)(B), PROVIDE MINIMUM VERTICAL
 CLEARANCE OF 98 INCHES (2490 MM) AT THE
 PARKING SPACE AND ALONG AT LEAST ONE
 VEHICLE ACCESS ROUTE TO SUCH SPACES FROM
 SITE ENTRANCE(S) AND EXIT(S).
  
 16) ALL HANDICAPPED PARKING SPACES:
 11-4.6.2(1) ALL SPACES MUST BE LOCATED
 ON AN ACCESSIBLE ROUTE NO LESS THAN 44
 INCHES (1118 MM)WIDE SO THAT USERS WILL
 NOT BE COMPELLED TO WALK OR WHEEL BEHIND
 PARKED VEHICLES.
  
 17A) PLANS DO NOT PROVIDE ANY SITE
 DETAILS LEADING FROM THE STAIR TOWERS?
 EXIT DISCHARGE . THAT PORTION OF A MEANS
 OF EGRESS SYSTEM BETWEEN THE TERMINATION
 OF AN EXIT AND A PUBLIC WAY.
 11-4.3.3 WIDTH.
 THE MINIMUM CLEAR WIDTH OF AN ACCESSIBLE
 ROUTE SHALL BE 36 INCHES (915 MM) EXCEPT
 AT DOORS (SEE SECTIONS 11-4.13.5 AND
 11-4.13.6 ). IF A PERSON IN A WHEELCHAIR
 MUST MAKE A TURN AROUND AN OBSTRUCTION,
 THE MINIMUM CLEAR WIDTH OF THE
 ACCESSIBLE ROUTE SHALL BE AS SHOWN IN
 FIGURE 11-7 (A) AND FIGURE 11-7 (B).
 EXCEPTION: CURB RAMPS THAT ARE A PART OF
 A REQUIRED MEANS OF EGRESS SHALL BE NOT
 LESS THAN 44 INCHES (1118 MM) WIDE.
  
 17B) A1.1 THERE IS NO DETAIL OR FLOOR
 SLAB ELEVATION GIVEN TO REPRESENT IF
 THERE IS A CHANGE IN GRADE WHERE THE
 PLAN INDICATES A DOUBLE LINE AROUND THE
 STAIR TOWERS, ENTRY INTO THE STRUCTURE,
 ETC? 11-4.3.3 CURB RAMPS THAT ARE A PART
 OF A REQUIRED MEANS OF EGRESS SHALL BE
 NOT LESS THAN 44 INCHES (1118 MM) WIDE.
  
 18) SHEET A1.1 VENT CHASE:
  
 18A) A1.1 SHAFT WALL TYPE "A" FOUND ON
 A6.1 NO WALL RATING OR U. L. LISTING FOR
 SHAFT WALL.707.4 FIRE-RESISTANCE RATING.
  
 SHAFT ENCLOSURES SHALL HAVE A FIRE
 RESISTANCE RATING OF NOT LESS THAN 2
 HOURS WHERE CONNECTING FOUR STORIES OR
 MORE AND NOT LESS THAN1 HOUR WHERE
 CONNECTING LESS THAN FOUR STORIES.
  
 18B) CUT SECTION THROUGH SHAFT AND TRASH
 ROOMSHEET A5.2 DETAIL (3) INDICATE
 THERE TO BE EXHAUST FANS SEE MEP PLANS ,
 NO MECHANICALPLANS SUBMITTED. SINCE THIS
 TRASH ROOM COMMUNICATES WITH THE SHAFT
 ( NO FIRE DAMPERS) THE ROOM WILL REQUIRE
 A 2 HR RATING WITH 1 1/2 HR RATED DOORS,
 NOT THE 3/4 HR IN SCHEDULE.
  
 18C) THE LOUVER BETWEEN THE GARAGE AND
 TRASHROOM WILL ALSO NEED TO HAVE FIRE
 DAMPERS.
  
 19)GARAGE- SHEET A1.1 CUT SECTION FOR
 THE WEST ELEVATION, SEE SPC8.02 DETAIL
 "H". INDICATES A SINGLE FOOTING FOR BOTH
 BUILDINGS THE LOFTS AND PARKING GARAGE.
 THIS WAS A COMMENT TO THE LOFT BUILDING
 ON THE FIRST ROUND OF COMMENTSTHAT THE
 2 BUILDINGS COULD NOT SHARE THE SAME
 FOUNDATION. NO GARENTEE THAT EITHER OR
 BOTH WILL BE BUILT THE SAME TIME. IF
 THIS HOLDS TRUE STRUCTURAL CRACKING MAY
 OCCUR SINCE THE DESIGN LOADS AND
 SETTLING WILL BE DIFFERENT THAN
 CALCULATED, CAUSING CRACKING AND OR IF
 THE OTHER BUILDING ISN'T BUILT ON THE
 SHARED FOOTER THERE WILL BE A DIFFERENCE
 IN THE WAY THE BUILDING WILL SETTLE.
 SEE LOFT BUILDING S-6 DATED 2-14-06
 FOR FOUNDATION DETAIL SHOULD BE NOTED ON
 BOTH SETS OF PLANS THE GARAGE FOOTER AND
 PRECAST WALL HAVE TO BE IN PLACE BEFORE
 THE LOFT FOUNDATION CAN BE STARTED.
  
 20) THE NEXT COMMENT DEALS WITH THE
 BUILDINGS HEIGHT. SEE DEFINITION:
 HEIGHT , BUILDING. THE VERTICAL DISTANCE
 FROM GRADE PLANE TO THE AVERAGE HEIGHT
 OF THE HIGHEST ROOF SURFACE.
  
 GRADE PLANE. A REFERENCE PLANE
 REPRESENTING THE AVERAGE OF FINISHED
 GROUND LEVEL ADJOINING THE BUILDING AT
 EXTERIOR WALLS. WHERE THE FINISHED
 GROUND LEVEL SLOPES AWAY FROM THE
 EXTERIOR WALLS, THE REFERENCE PLANE
 SHALL BE ESTABLISHED BY THE LOWEST
 POINTS WITHIN THE AREA BETWEEN THE
 BUILDING AND THE LOT LINE OR, WHERE THE
 LOT LINE IS MORE THAN 6 FEET (1829 MM)
 FROM THE BUILDING, BETWEEN THE BUILDING
 AND A POINT 6 FEET (1829 MM) FROM THE
 BUILDING.
  
 SHEET A2.1 INIDCATES A 2'-0" DIFFERENCE
 IN GRADE, SAID PLAN ALSO INDICATES A
 ROOF HEIGHT OF 74'-0" ALTHOUGH A1.6 ALSO
 SHOWS A 78.49' ROOF HEIGHT.
  
 THE ISSUE IS WHAT IS THE TRUE HEIGHT OF
 THE BUILDING. THE FIRE DEPARTMENT TO
 FIGHT A FIRE HAS CLEAR ACCESS ONLY ON
 ONE SIDE. TO DETERMINE THE AVERAGE GRADE
 PLANE THIS ELEVATION SHALL BE TAKEN
 6'-0" OUTSIDE OF THE LOFT UNITS. PLEASE
 PROVIDE SITE PLAN WITH CALCULATIONS FOR
 GRADE.
  
 THE SECOND ISSUE WILL BE FOR THE
 DESIGNER TO ALSO FIGURE THE AVERAGE
 HEIGHT OF HIGHEST ROOF SURFACE. PROVIDE
 CALCULATIONS.
  
 THE RESULTS OF THIS EXERCISE PLUS THE
 ADDITIONAL HEIGHT REQUIREMENT FROM
 COMMENT (15) MAY PUT THIS BUILDING INTO
 THE REQUIREMENTS FOR HIGHRISE SECTION
 403 OF 2004 FBC.
  
 21)A1.1 DOOR N103 FPL VAULT INDICATES
 USE OF 3HR RATED DOOR FRAME WITH 45MIN
 LOUVERED DOORS?
  
 22) SHEET A1.1A INDICATES ADETENTION
 POND, THE WALL CLOSEET TO THE BOTTOM OF
 THE PAGE THE WEST WALL INDICATES A WALL
 OPENING, THIS IS A FIRE WALL, PLEASE
 EXPLAIN RATIONALE?
  
 23) SHEET A1.3 PLANS INDICATE A DOOR
 IN EACH FIRE WALL. THE DOORS ARE NOT
 GIVEN ANY DESIGNATION OR MARKING AND CAN
 NOT CONCLUDE FIRE RATING OF DOORS AND
 FRAMES.
 705.6.1 STEPPED BUILDINGS .
 WHERE A FIRE WALL SERVES AS AN EXTERIOR
 WALL FOR A BUILDING AND SEPARATES
 BUILDINGS HAVING DIFFERENT ROOF LEVELS,
 SUCH WALL SHALL TERMINATE AT A POINT NOT
 LESS THAN 30 INCHES (762 MM) ABOVE THE
 LOWER ROOF LEVEL, PROVIDED THE EXTERIOR
 WALL FOR A HEIGHT OF 15 FEET (4572 MM)
 ABOVE THE LOWER ROOF IS NOT LESS THAN
 1-HOUR FIRE-RESISTANCE-RATED
 CONSTRUCTION FROM BOTH SIDES WITH
 OPENINGS PROTECTED BY ASSEMBLIES HAVING
 A ?-HOUR FIRE PROTECTION RATING.
  
 24A) SHEET A1.3 ELEVATED WALKWAYS NOT
 PART OF THIS PERMIT, BUT NOTE # 3 DOORS
 BY OTHERS, WILL A SEPERATE PERMIT BE
 TAKEN OUT FOR THESE DOORS AS WELL?
  
 24B) WITH BUILDINGS BEING PHASED AND
 C.O.'S BEING ISSUED AT DIDDERENT TIMES
 HOW WILL THIS OPENING BE SEALED OFF IF
 THE ELEVATED WALKWAY HASN'T BEEN BUILT
 AND ITS TIME TO C.O. THE PARKING GARAGE.
  
 24C) THIS SAME DOOR WILL REQUIRE A 1 1/2
 HR PROTECTIVE (706.7) SEE FIGURE3104.5
 PEDESTRIAN WALKWAY BUILDING INTERFACE.
  
 24D) NOTE (NOT PART OF THIS PERMIT)
 ELEVATED COVERED PEDESTRIAN
 WALKWAYS, SEE 3104.9 FOR EXIT ACCESS
 TRAVEL.
  
 25) A1.5 STAIRWELLS, 1022.3 OPEN SIDE.
 EXTERIOR EXIT RAMPS AND STAIRWAYS
 SERVING AS AN ELEMENT OF A REQUIRED
 MEANS OF EGRESS SHALL BE NOT LESS THAN
 50 PERCENT OPE N ON ONE SIDE. OUTSIDE
 STAIRS SHALL BE ARRANGED TO RESTRICT THE
 ACCUMULATION OF SMOKE. SEE CODE
 COMMENTARY TO BE CONSIDERED OPEN STAIRS,
 THE OPENINGS ON EACH AND EVERY FLOOR AND
 LANDING MUST TOTAL 50% GREATER ON ONE
 SIDE.
  
 26) SHEET A5.4 DETAILS REFER BACK TO
 STRUCTURAL SHEETS FOR STEEL FRAMING
 SECTION 9 & 12.
  
 27) SHEET A5.4 SAME DETAILS INDICATE USE
 OF 5/8" PLYWOOD DECKING. TABLE 601 NOTE
 (2)(II) ALLOWS FRTW FIRE RETARDANT
 TREATED WOOD TO BE USED AS PART OF THE
 ROOF CONSTRUCTION SYSTEM.
  
 28) PLANS INDICATE USE OF AWNINGS ON
 THE EXTERIOR OF THE BUILDING IN THE OPEN
 POSITION.PROVIDE AN ENGINEERS REPORT
 FOR THIS TYPE OF APPLICATION ,
 INDICATING THESE ARE TO BE CONSIDERED IN
 THE OPEN POSITION IN A HIGH WIND EVENT.
 PROVIDE ALSO THE ANCHORING REQUIRED FOR
 KEEPING THE AWNINGS FROM BECOMING
 DETATCHED FROM THE BUILDING.
  
 29) A5.4 DETAIL DETAIL# 9 PROVIDE
 COMPLIANCE WITH ATTACHMENT OF 2X4 FOR
 RIDGE AND HIP TILE, SHOW COMPLIANCE WITH
  
 1507.3.8 FRSA/RTI 0730/08-05 TABLE 11
 FOR 140 MPH.
  
 30) SHEET A5.4VAARIOUS DETAILS
 INDICATE FOAM ON THE EXTERIOR OF
 BUILDING AS TRIM.1406.2.2
 ARCHITECTURAL TRIM .
 IN BUILDINGS OF TYPE I, II, III AND IV
 CONSTRUCTION THAT DO NOT EXCEED THREE
 STORIES OR 40 FEET (12 192 MM) IN HEIGHT
 ABOVE GRADE PLANE, EXTERIOR WALL
 COVERINGS SHALL BE PERMITTED TO BE
 CONSTRUCTED OF WOOD WHERE PERMITTED BY
 SECTION 1405.4 OR OTHER EQUIVALENT
 COMBUSTIBLE MATERIAL. COMBUSTIBLE
 EXTERIOR WALL COVERINGS, OTHER THAN
 FIRE-RETARDANT-TREATED WOOD COMPLYING
 WITH SECTION 2303.2 FOR EXTERIOR
 INSTALLATION, SHALL NOT EXCEED 10
 PERCENT OF AN EXTERIOR WALL SURFACE AREA
 WHERE THE FIRE SEPARATION DISTANCE IS 5
 FEET (1524 MM) OR LESS. ARCHITECTURAL
 TRIM THAT EXCEEDS 40 FEET (12 192 MM) IN
 HEIGHT ABOVE GRADE PLANE SHALL BE
 CONSTRUCTED OF APPROVED NONCOMBUSTIBLE
 MATERIALS AND SHALL BE SECURED TO THE
 WALL WITH METAL OR OTHER APPROVED
 NONCOMBUSTIBLE BRACKETS.
  
 31) 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
  
 32)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.
 FL BLD CODE 1609.1.4: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) EXTERIOR DOORS HOLLOW STEEL
 B) EXTERIOR DOORS LOUVER STEEL
 C) TRUSS ANCHORS
 D) ROOFING ASSEMBLIES
 E) LOUVERS
  
 33) ADDITION TO COMMENT# 27, ENGINEER
 WILL NEED TO PROVIDEFRTW PLYWOOD
 ATTACHMENT TO METAL TRUSS ASSEMBLY.
 ZONES 1,2,3.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
  
  
 34)
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2006-03-31 Cont ID  
Sent By dpalmer Date 2006-03-31 Time 15:52 Rev Time 0.00
Received By dpalmer Date 2006-03-30 Time 18:05 Sent To  
Notes
2006-03-31 00:00:00********* UNSAT ************
  
 1) NOTE: PLEASE SEE TWO APPLICATIONS FOR
 TWO SEPARATE PARKING STRUCTURES WERE
 SUBMITTED, HOWEVER ONLY PLANS FOR ONE
 STRUCTURE WERE SUBMITTED. PLEASE KNOW,
 EACH PERMITTED STRUCTURE WILL REQUIRE
 THREE SETS OF SIGNED, DATED AND SEALED
 PLANS.
  
 2) NOTE: PLEASE SEE COMMENTS FROM ALL
 TRADES UNDER THE PERMITS FOR "LOFT
 BUILDINGS" AS EGRESS, EGRESS LIGHTING
 AND FIRE SEPARATIONS SEEM TO CONTAIN
 AREAS OF CONFLICT.
  
 3) NOTE: PLEASE SEE BUILDING REVIEW
 COMMENTS WITH RESPECT TO THE SEAL USED
 ON SPC SHEETS. PLEASE SEE FAC
 61G15-23.001 WHICH NO LONGER ACCEPTS THE
 WORDING OF "CERTIFICATE" IN SAID SEAL.
 PLEASE SEE THE RULING WHICH WAS PAST ON
 FEB 4TH, 2004 WAS GRANTED AN EXTENSION
 TO HAVE ALL SEALS CHANGED OUT BY
 12/31/2006 TO WORDING OF "LICENSE" IN
 SAID SEAL.
  
 4) NOTE:PLEASE SEE THE FOLLOWING CODES
 SHALL BE REFLECTED ON PLANS. 2002
 NFPA-70,2001 NFPA-101, 2002 NFPA-72,
 1999 NFPA-20
  
  
 5) NOTE: PLEASE SUBMIT ALL
 SPECIFICATIONS / MANUFACTURES CUT SHEETS
 FOR FIRE PUMP, FIRE PUMP CONTROLLER.
 PLEASE CLARIFY TWO MEANS OF DISCONNECT
 AND OVER CURRENT PROTECTION? PLEASE SEE
 COMMENTARY IN THE NEC HANDBOOK UNDER
 695.4 "TYPICALLY, THE SUPPLY CONDUCTORS
 OF THE POWER SOURCE ARE DIRECTLY
 CONNECTED, WITHOUT A DISCONNECTING MEANS
 OR OVERCURRENT PROTECTION, TO THE FIRE
 PUMP CONTROLLER OR COMBINATION FIRE PUMP
 CONTROLLER AND POWER TRANSFER SWITCH.
 HOWEVER, A SINGLE DISCONNECTING MEANS IS
 ALLOWED, PROVIDED ALL THE CONDITIONS IN
 695.4(B), SUPERVISED CONNECTION, ARE
 MET".
 PLEASE KNOW, LOCKED ROTOR CURRENT FOR
 BOTH LOCATIONS ARE NOT THE NORM, AND THE
 FIRE PUMP CONTROLLER CONTAINS THE OCP,
 ATS, DISCONNECTING MEANS.
 230.76.230.79, 6-3.2.2.1, 7-3.6 NFPA-20
 PLEASE SEE FIRE PUMP MAIN LOCATION
 OUTSIDE WITH GENERAL ACCESS BY THE
 PUBLIC IS NOT PERMITTED PER NFPA-70 695,
 NFPA-20 CHAPTER 6,7 AND AHJ.
 PLEASE DETAIL ENCASEMENT OF FIRE PUMP
 SEC'S ETC NOT CONSIDERED OUTSIDE THE
 BLDG. 240.6
 PLEASE INCLUDE ALL INFORMATION ON
 ELECTRICAL PLANS FOR FIRE PUMP AND
 LOCKED ROTOR. PLEASE INCLUDE HP RATING,
 SETTING FOR LOCKED ROTOR ETC
 215.5
  
 6) NOTE: PLEASE PROVIDE THE GROUNDING
 ELECTRODE CONNECTIONS AND DETAILS.
 PLEASE SEE PLANS MENTIONS SEE NEC 250.
 THE CODE SHALL NOT BE "QUOTED" IN LIEU
 OF DETAIL OR SPECIFIC DESIGN.
 PLEASE SEE 250.50, 250.52, 250.104 ETC
 FOR ALL REQUIRED CONNECTION POINTS.
 PLEASE ALSO SEE "KEYED NOTES" #6 IS
 NOTED FOR GROUNDING ELECTRODE OF MAIN
 SERVICE, HOWEVER THIS NOTE DOES NOT
 CORRELATE WITH WHAT THE GEC SHOULD BE?
  
 7) NOTE: PLEASE SEE PANEL "LD" IS
 REQUIRED TO CONTAIN AND MCB. NO
 EXCEPTIONS PER 230.70, 90.4
  
 8) NOTE: PLEASE SPECIFY THE PANEL LE AND
 LL AS CONTAINING "FEED-THRU" LUGS AS ONE
 PANEL BOARD MAY NOT CONTAIN OVER 42 OCP
 DEVICES. 408.15
  
 9) NOTE: PLEASE PLACE NOTE FOR ALL
 "SIGNAGE" WHICH WILL BE REQUIRED IN A
 MIN OF 1INCH LETTERING ON CONTRASTING
 BACKGROUND DENOTING ALL EQUIPMENT
 LOCATIONS.
 PLEASE SEE FIRE REVIEW NOTES AS LOCATION
 OF FACP MAY BE REQUIRED TO BE RELOCATED.
 PLEASE SEE THAT IN THE NEW LOCATION OF
 THE FACP WILL REQUIRE SIGNAGE AND
 MAPPING OF ALL SERVICE DISCONNECTING
 MEANS, FIRE PUMP, GENERATOR ETC.
 215.5, 230.2, 700.8 ETC
 NFPA-20,-110
  
 10) NOTE: PLEASE SUBMIT SPECS/CUT SHEETS
 FOR GENERATOR.
 PLEASE COMPLETE PLANS FOR GENERATOR AS
 NO INFORMATION, RISER, ETC WAS
 SUBMITTED.
 PLEASE SEE COMMENTS UNDER OTHER BUILDING
 PERMITS FOR INFORMATION.
  
 11) NOTE: PLEASE SEE NFPA-110 7.3.3* FOR
 MINIMUM LIGHTING LEVELS IN GENERATOR
 ROOM. (30 FT CANDLES.
  
 12) NOTE: PLEASE CORRELATE FIXTURE
 SCHEDULE WITH ALL FIXTURES INDICATED ON
 PLANS.
 PLEASE SEE FIX H2, H2E, U-1, U-3,,,
 PLEASE SEE FIXTURES SHOWN ON PLANS, BUT
 NOT ON SCHEDULE.
  
 13) NOTE: PLEASE PROVIDE COMPLETE PHOTO
 METRICS FOR STAIR TOWERS AND GARAGE
 AREAS PATHS FOR EGRESS.
 PLEASE SEE 2003 NFPA-101 7.8.1.3,
 7.9.2.2 WHICH REQUIRES 10FT CANDLES (108
 LUX) IN STAIR TOWERS UNDER NORMAL
 CONDITIONS AND 1 FT CANDLE UNDER
 EMERGENCY CONDITIONS. PLEASE SEE GARAGE
 AREAS REQUIRES 1FT CANDLE UNDER BOTH.
 THESE ARE AVERAGES, AND A TYPICAL DETAIL
 MAY BE PROVIDED FOR STAIRS AND EACH
 FLOOR.
 PLEASE CALL IF THERE ARE ANY QUESTIONS.
  
 14) NOTE: PLEASE PROVIDE ALL AREA AND
 ROOM DESIGNATIONS ON PLANS.
 215.5
 PLEASE SEE SOME AREAS WHERE THERE IS NOT
 INDICATION WHAT ROOMS ARE FOR.
  
 15) NOTE: PLEASE SEE 230.2, 230.70,
 230.72 FOR ALL MAINS AND ELECTRICAL
 SYSTEMS IN BUILDINGS. THIS IS ONE
 BUILDING AND SHALL CONTAIN ONLY ONE
 SERVICE. THE EMERGENCY SERVICE FOR THE
 FIRE PUMP IS PERMITTED UNDER THE
 EXCEPTIONS.
  
 16) NOTE: PLEASE SEE 2004 FBC CHAPTER
 13, 13-415.1.ABC.1.1 AND
 13-415.1.ABC.1.2 FOR CONTROL OF
 LIGHTING. PLEASE KNOW, PARKING GARAGE
 AREAS, EGRESS AREAS WILL NOT BE
 CONSIDERED AS PART OF THESE
 REQUIREMENTS.
 PLEASE INDICATE CONTROL METHODS, TIME
 SCHEDULING ETC.
 PLEASE SEE 13-413.1ABC.1 FOR FEEDERS AND
 BRANCH CIRCUITS. PLEASE PROVIDE VOLTAGE
 DROP CALCULATIONS FOR WORST CASE
 SCENARIO AND/OR DIAGRAM FOR LONGEST
 RUN(S). PLEASE KNOW, THIS IS FOR THE
 RUNS AS NOTED ABOVE, NOT ALL AS MANY
 WILL NOT APPLY.
 PLEASE SEE ALL EXTERIOR LIGHTING SHALL
 BE CONTROL BY ONE OF THE METHODS AS
 LISTED IN 13-415.1.ABC.1.4
  
  
 17) NOTE: PLEASE SEE THAT ALL CONTINUOUS
 LOADS SHOULD BE INDICATED FOR FEEDERS
 ALSO. 215.3, 230.42
  
 18) NOTE: PLEASE INDICATE THE LOCATION
 OF THE GENERATOR ENUNCIATOR PANEL.
  
 19) NOTE: PLEASE SEE ADDRESSING STOP.
 ONCE ADDRESS OF THE TWO GARAGES IS
 CONFIRMED ALL EMERGENCY NOTIFICATION
 SYSTEMS SHALL COMPLY PER FIRE REVIEW
 COMMENTS. PLEASE ALSO ADJUST PLANS,
 TITLE BLOCKS FOR ADDRESS AS "SAIL CLUB"
 NEEDS TO BE MORE SPECIFIC OF THE ACTUAL
 ADDRESS AND LOCATION.
  
 ** PLEASE BE AWARE OF COMMENTS FROM
 OTHER TRADES WHICH WILL HAVE AN AFFECT
 ON ELECTRICAL PLANS.
  
 ** WHEN RESUBMITTING THE PLANS, PLEASE
 BE SURE TO COMPLETELY REMOVE ALL
 OLD/VOIDED SHEETS AND ONLY INSERT NEW
 REVISED SHEETS INTO THREE COMPLETE SETS
 FOR EACH PERMIT. PLEASE SUBMIT ONE COPY
 OF THE OLD/VOIDED REMOVED SHEETS
 SEPARATELY 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]
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2006-06-13 Cont ID  
Sent By   Date 2006-06-13 Time   Rev Time  
Received By   Date 2006-06-13 Time   Sent To  
Notes
2006-06-13 00:00:00PLEASE SUBMIT COPY OF SFWMD ERP FOR THIS
 SITE.
  
 PLEASE SUBMIT GEOTECHNICAL ENGINEERING
 REPORT FOR THIS SITE.
  
 STEVE SARLEY
 (561) 494-1095
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2006-06-14 Cont ID  
Sent By mwennerg Date 2006-06-14 Time 13:33 Rev Time 0.00
Received By mwennerg Date 2006-06-14 Time 13:33 Sent To  
Notes
2006-06-14 00:00:00***DENIED***
  
 1) FIRE EXTINGUISHERS ARE SHOWN ON GRADE
 LEVEL PLANS. PLEASE SHOW LOCATIONS ON
 ALL FLOORS MOUNTED AT DISTANCES NOT TO
 EXCEED 75' TRAVEL DISTANCE.
  
 2) PLEASE SHOW ALL MAXIMUM TRAVEL
 DISTANCES ON LIFE SAFETY PLAN.
  
 3) PLEASE PROVIDE MANUFACTURER SPEC
 SHEETS FOR FIRE PUMP, GENERATOR AND
 ASSOCIATED EQUIPMENT.
  
 4) EXIT STAIRS TO BE KEPT UP WITH
 CONSTRUCTION.
  
 5) SEPARATE SHOP DRAWINS AND PERMITS ARE
 REQUIRED FOR FIRE SPRINKLER AND FIRE
 ALARM SYSTEMS.
  
 6) SIGNS ARE REQUIRED IN STAIRWELLS
 INDICATING FLOOR IDENTIFICATION, TOP AND
 BOTTOM FLOORS AND DIRECTION TO EXIT
 DISCHARGE.
  
 7) TEMPORARY STANDPIPES ARE REQUIRED
 WHEN THE BUILDING REACHES (3) STORIES OR
 30' IN HEIGHT.
  
 8) ADDRESS NUMBER REQUIRED ON BUILDING.
 PLEASE ILLUSTRATE ON ELEVATIONS.
  
 9) PLEASE PROVIDE PRESCRIPTIVE STRENGTH
 REQUIREMENT FOR HANDRAILS AND GUARDS.
  
 10) EXITS SIGNS SHALL BE MOUNTED AT
 LOCATIONS MAKING THE WAY TO REACH THE
 EXIT CLEAR AND OBVIOUS.
  
 11) TACTILE SIGNAGE REQUIRED AT EACH
 EXIT DOOR THAT COMPLIES WITH NFPA 101,
 SEC. 7.10.1.3.
  
 12) FIRE DEPARTMENT VALVES SHALL BE 2
 1/2" TO 1 1/2" REDUCER WITH CHAINS.
  
 13) FIRE SPRINKLER LAYOUT NOT SHOWN OF
 FIRE PROTECTION SHEETS.
  
 14) FIRE ALARM SHALL BE UL CERTIFIED FOR
 CENTRAL STATION SERVICE.
  
 15) NO STORAGE ALLOWED IN ROOMS OR AREAS
 NOTED FOR SERVICE AND INSPECTIONS.
 APPROVED ACCESS SHALL BE PROVIDED TO
 FIRE PUMP AND ELECTRICAL ROOM.
  
  
 MIKE WENNERGREN, CAPTAIN/WPBFR
 FIRE PLAN REVIEW (561) 805-6722
  
  
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2006-06-23 Cont ID  
Sent By rbrown Date 2006-06-14 Time 19:50 Rev Time 0.00
Received By rbrown Date 2006-02-02 Time 09:38 Sent To  
Notes
2006-03-07 00:00:00WAITING FOR "COMM" BD
 TO "COMM" BD#61/PLANS ON RACK/3 ROLLS
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2006-04-10 Cont ID  
Sent By pkrauss Date 2006-04-10 Time 08:06 Rev Time 0.00
Received By pkrauss Date 2006-04-10 Time 08:06 Sent To  
Notes
2006-04-10 00:00:00DENIED:ENCLOSED GARAGE / 6 LEVELS
  
 1.SEE COMMENT #3 BY DEWEY PALMER,
 ELECTRICAL PLAN REVIEW; SEAL SHALL
 INDICATE "LICENSE NUMBER" NOT
 "CERTIFICATE NUMBER" IN ACCORDANCE WITH
 FAC 61G15-23.001.
  
 2.NO MECHANICAL PLANS SUBMITTED FOR
 REVIEW.PLAN SHEET E1.1 INDICATES
 EXHAUST FAN SCHEDULE BUT DOES NOT GIVE
 CALCULATIONS FOR MAKE UP AIR OR GIVE AIR
 CHANGES PER HOUR.
  
 3.PLEASE SHOW COMPLIANCE WITH 2004 FMC
 404.2, AUTOMATIC OPERATION OF THE SYSTEM
 SHALL NOT REDUCE THE VENTILATION RATE
 BELOW 0.05 CFM PER SQUARE FOOT OF THE
 FLOOR AREA & THE SYSTEM SHALL BE CAPABLE
 OF PRODUCING A VENTILATION RATE OF 1.5
 CFM OF THE FLOOR AREA.
  
 4.PER 2004 FMC 404.3 CONNETING
 OFFICES, WAITING ROOMS TICKET BOOTHS &
 SIMILAR USES THAT ARE ACCESSORY TO A
 PUBLIC GARAGE SHALL BE MAINTAINED AT A
 POSITIVE PRESSURE AND BE PROVIDED WITH
 VENTILATION IN ACCORDANCE WITH 2004 FMC
 403.3.
  
 5.PLEASE INDICATE IF THERE WILL BE ANY
 PROVISIONS SHOULD LOSS OF POWER OCCUR.
  
 PLEASE NOTE, PLANS ARE INCOMPLETE
 THEREFORE ADDITIONAL COMMENTS MAY BE
 GENERATED WITH RESUBMITTAL.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
Review Stop P PLUMBING
Rev No 1 Status F Date 2006-06-01 Cont ID  
Sent By kstevens Date 2006-06-01 Time 17:24 Rev Time 0.00
Received By kstevens Date 2006-06-01 Time 17:24 Sent To  
Notes
2006-06-01 00:00:00DENIED
 REFERENCE: FBC-2004 PLUMBING
 FLORIDA ADMINITRATIVE CODE
 FLORIDA STATUTES
 MUNICIPAL CODE WPB
  
 1. TWO APPLICATIONS SUBMITTED FOR
 SEPARATE PARKING GARAGES, BUT NEITHER
 INDICATE WHICH PERMIT APPLICATION IS FOR
 WHICH PARKING GARAGE. SEPARATE PLANS ARE
 REQUIRED FOR EACH PERMIT. (THREE SETS OF
 PLANS EACH). SECTION106.1.
  
 2. ALL ARCHITECTURAL SHEETS. INFORMATION
 REQUIRED FOR TITLE BLOCK NOT SHOWN: FAC
 61G1-16.004(6) PRINTED NAME OF THE
 PERSON SEALING THE DOCUMENT. FS
 481.2055.
  
 3. SHTS A1.6 & A1.12 SUBMIT CALCULATIONS
 FOR PRIMARY AND SECONDARY ROOF DRAINS.
 INDICATE SQUARE FOOTAGE FOR EACH DRAIN,
 ALONG WITH 1/2 AREA OF ALL VERTICAL
 WALLS INCLUDING PARAPETS. SHOW THE SF OF
 ALL ROOF AREAS THAT DRAIN ONTO THE ROOF
 FROM ABOVE. SECTIONS 1106 & 1107 WITH
 ALL SUBSECTIONS.
  
 4. SHTS A1.6 & A1.12 INDICATE THE
 LOCATION OF ALL SECONDARY ROOF DRAINS.
 THE RAMPS WILL TAKE THE OVERFLOW FROM
 THE SOUTH SIDE OF THE 6TH FLOOR, BUT THE
 NORTH SIDE SHOWS NO SECONDARY ROOF
 DRAINS. PLEASE INDICATE ON PLANS.
 SECTION 106.1.1.
  
 5. SHT P2.0S DETENTION POND INDICATE
 INLET PIPING, BUT NO DISCHARGE PIPING
 SHOWN. PLEASE CLARIFY. SECTION 106.1.1.
  
 6. SHT P2.OS PLEASE SHOW THE SQUARE
 FOOTAGE BEING DRAINED BY EACH STORM
 DRAIN LINE TO THE DETENTION POND. TABLE
 1106.3.
  
 7. SHT P2.OS PLEASE INDICATE WHAT THE
 TWO 2" LINES TO THE DETENTION POND IS
 DRAINING. (SHOWS 2" HUB DRAINS ON SHT
 P2.1S). SECTION 106.1.1.
  
 8. SHT P2.1S 4"AD IN FIRE PUMP ROOM
 SHALL CONNECT TO SANITARY SYSTEM.
 SECTION 90-203 MUNICIPAL CODE.
  
 9. P2.1S INDICATES DOMESTIC WATER PUMP.
 NO INFORMATION SUBMITTED FOR PUMP ROOM.
 SUBMIT MANUF. SPECIFICATION FOR PUMP/S.
 PUMP/S SHALL BE LISTED. SUBMIT A DETAIL
 FOR THE PUMP ROOM SHOWING ALL PIPING,
 PIPE SIZES, VALVES ETC. SECTIONS 106.1.1
 & 303.4
  
 10. SUBMIT STORM RISER DIAGRAMS SHOWING
 ALL PIPE SIZES, SF DRAINED BY EACH RISER
 AND SHOW ALL OFFSETS IF APPLICABLE.
 SECTION 106.3.5.1.3.
  
 11. SUBMIT A WATER RISER DIAGRAM FOR THE
 DOMESTIC PUMP ROOM WATER SYSTEM. SHOW
 ALL PIPE SIZE, VALVES ETC. SECTION
 106.3.5.1.3.
  
 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.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date 2006-05-25 Cont ID  
Sent By jroach Date 2006-05-25 Time 20:16 Rev Time 0.00
Received By jroach Date 2006-05-25 Time 20:16 Sent To  
Notes
2006-05-25 00:00:005/25/2006 ***FAILED***
  
 REVIEW WAS DONE ON THE ASSUMPTION THAT
 THE NORTH AND SOUTH GARAGES WERE EXACTLY
 ALIKE.
  
 1) PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT, A UNITY OF TITLE SHALL BE
 RECORDED WITH THE CLERK OF THE CIRCUIT
 COURT.PLEASE PROVIDE A COPY OF THE
 RECORDED DOCUMENT.
  
 2) FULL-SIZE SITE PLAN SHOWING THE
 ENTIRE SITE AND THE LOCATION OF THE
 GARAGES SHALL BE PROVIDED.
  
 3) HOW WILL THE LANDSCAPING BE ADDRESSED
 ADJACENT TO THE GARAGE?WILL THIS BE
 PART OF THE PERMIT AND C.O. FOR THE
 TOWERS?
  
 4) PLEASE SEE "RED-LINED" SHEETS A1.1
 THROUGH A1.6.SOME SPACES DO NOT MEET
 THE MINIMUM DIMENSIONS AND WILL HAVE TO
 BE REMOVED OR DESIGNATED AS COMPACT
 SPACES.SOME DRIVE ISLES ARE ALSO NOT
 OF SUFFICIENT WIDTH.KEEP IN MIND THAT
 THE REMOVAL OF SPACES OR INCREASE IN
 COMPACT SPACES WILL AFFECT THE SPACE
 COUNT.THE GARAGES SHALL PROVIDE A
 MINIMUM OF 1,134 SPACES AND A MAXIMUM OF
 366 MAY BE COMPACT.
  
 5) THE STRIPING PLAN ON SHEET A1.14
 SHALL BE ADJUSTED AS COMPACT SPACES ARE
 TO BE A MINIMUM OF 16 FEET LONG.
  
 6) WILL WHEEL STOPS BE USED?IT IS
 RECOMMENDED THAT THEY AT LEAST BE USED
 ON THE COMPACT SPACES THAT ARE AFFECTED
 BY THE SUPPORT COLUMNS.
  
 7) FYI...SPACES MAY NOT BE ASSIGNED TO
 INDIVIDUAL UNITS.
  
 8) SMALL CAR SIGN DETAIL ON SHEET A7.5
 IS MISSING.
  
 9) HOW WILL THE TRASH STORAGE AREAS BE
 EMPTIED AND THEN PICKED UP?PLEASE
 CLARIFY.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH,
 SENIOR PLANNER, AT (561) 822-1435.
  


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