Plan Review Notes
Plan Review Notes For Permit 07050361
Permit Number 07050361
Review Stop B
Sequence Number 1
Notes
Date Text
2007-06-27 09:21:41PALM BEACH COUNTY HEALTH DEPARTMENT BUILDING
 BUILDING PLAN REVIEW
 PERMIT: 07050361
 ADD: 800 CLEMATIS ST
 CONT: THE MORGANTI GROUP, INC ?PLAN REVIEW
 ONLY?
 TEL: (561)262-6771
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 BUILDING TYPE;IB
 REVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &
 REMOVE & REPLACE ANY PAGES AS NECESSARY. A TRANSMITTAL
 LETTER LISTING THE ORIGINAL REVIEW COMMENT NUMBER, WITH
 A DESCRIPTION OF THE REVISION MADE, IDENTIFYING THE
 SHEET OR SPECIFICATION PAGE WHERE THE CHANGES CAN BE
 FOUND WILL HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR
 YOUR ANTICIPATED COOPERATION.
  
 1B) PLANS SUBMITTED FOR PERMIT APPLICATION(FIRST TIME
 REVIEW) AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE
 2004 FBC BUILDING WITH THE2007 REVISIONS.
  
 1C) 106.1.1* W.P.B. ADMINISTRATIVE CODE/2004
 DRAWINGS & SPECIFICATIONS SHALL CONTAIN INFORMATION, IN
 THE FORM OF NOTES OR OTHERWISE, AS TO THE QUALITY OF
 MATERIALS, WHERE QUALITY IS ESSENTIAL TO CONFORMITY
 WITH THE TECHNICAL CODES. SUCH INFORMATION SHALL BE
 SPECIFIC TO THE TECHNICAL CODES "SHALL NOT BE CITED AS
 A WHOLE OR IN PART, NOR THE TERM "LEGAL" OR ITS
 EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION". CONSTRUCTION DOCUMENTS SHALL BE
 SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND
 EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT
 WILL CONFORM TO THE PROVISIONS OF THIS CODE AND
 RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS
 DETERMINED BY THE BUILDING OFFICIAL
  
 2) COMPLIED. FBC 1802.2.1 QUESTIONABLE SOILS, WHERE
 THE SAFE-SUSTAINING POWER OF THE SOIL IS IN DOUBT, OR
 WHERE A LOAD-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 .
  
 3)FL S S 713.13 NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT.
 NOTE: 713.13(2)
 IF THE WORK DESCRIBED IN THE NOTICE OF COMMENCEMENT IS
 NOT ACTUALLY COMMENCED WITHIN 90 DAYS AFTER THE
 RECORDING THEREOF, SUCH NOTICE IS NULL & VOID. NOTE:
 713.13(6) THE POSTING OF THE NOTICE OF COMMENCEMENT AT
 THE CONSTRUCTION SITE BEFORE THE FIRST INSPECTION.
  
 4)WPB AMENDMENT 105.13.6. W.P.B. CONSTRUCTION
 SERVICES DEPARTMENT
 REQUEST FOR THRESHOLD BUILDINGS A SPECIAL INSPECTOR AS
 REQUIRED BY S. 553.79(5) FLORIDA STATUTES TO THE
 MINIMUM INSPECTIONS REQUIRED BY THIS CODE. CONTACT
 HAROLD PISKURA MANAGER OF THE SPECIAL INSPECTOR PROGRAM
 AT (561) 805-6711 FOR FURTHER INFORMATION BEFORE THE
 PERMIT MAY BE ISSUED.
  
 5)W.P.B. AMENDMENT 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 PR ENGINEER'S
 KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE
 APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE
 LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTE.
  
 6)FL S. S. 553.71(7) " THRESHOLD BUILDING" MEANING
 ANY BUILDING WHICH IS GREATER THAN (3) STORIES OR 50 FT
 IN HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPANCY
 CLASSIFICATION AS DENIED IN THE FLORIDA BUILDING CODE
 WHICH EXCEEDS 5,000 SQ FT IN AREA AND AN OCCUPANT
 CONTENT OF GREATER THAN 500 PERSONS. 105.13.1 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 OF RECORD. THE STRUCTURAL INSPECTION PLAN
 MUST BE SUBMITTED TO THE ENFORCING AGENCY PRIOR TO THE
 ISSUANCE
 OF A BUILDING PERMIT FOR THE CONSTRUCTION OF A
 THRESHOLD BUILDING. THE PURPOSE OF THE STRUCTURAL
 INSPECTION PLAN IS TO PROVIDE SPECIFIC INSPECTION
 PROCEDURES AND SCHEDULES SO THAT THE BUILDING CAN BE
 ADEQUATELY INSPECTED FOR COMPLIANCE WITH THE PERMITTED
 DOCUMENTS.
  
 7) 109.3.10* IMPACT OF CONSTRUCTION. ALL CONSTRUCTION
 ACTIVITY REGULATED BY THIS CODE SHALL BE PREFORMED IN A
 MANNER SO AS NOT TO ADVERSELY IMPACT THE CONDITION OF
 ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS PERMITTED TO
 AFFECT SAID PROPERTY PURSUANT TO 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 HISTORIC SURFACE
 WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, & MAY
 REQUIRE SPECIAL DRAINAGE DESIGN COMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE POSITIVE PATTERNS
 OF THE AFFECTED SITES. ACCORDINGLY, DEVELOPERS,
 CONTRACTORS, AND OWNERS OF ALL NEW RESIDENTIAL
 DEVELOPMENT, 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 PARCEL SHALL AS A
 PERMIT CONDITION, PROVIDE A PROFESSIONALLY 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.
  
  
 8) 109.3.10.1 HURRICANE PROTECTION.IT SHALL BE
 UNLAWFUL FOR ANY PERSON TO ALLOW CONSTRUCTION RELATED
 MATERIALS EQUIPMENT 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 HIGH WINDS. ANY
 PERSONS WHO FAIL 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.
  
 9) THE TITLE BLOCK INFORMATION IS TO PROVIDE THE
 ADDRESS, LOCATION OF THE PROJECT, FAC 61G1-16.004
 (ARCHITECTS) AND 61G15-23.002 (ENGINEERS).
  
 10) SHEET LS0.01:
 10A) TABLE-VI BUILDING HEIGHT AND AREA SEE THE
 ALLOWABLE HEIGHT IN STORIES WAS PLACED IN THE WRONG
 LINE.
  
 10B) TABLE-IV TYPE OF CONSTRUCTION SEE BEAMS SUPPORTING
 ROOF ONLY REQUIRES A 2HR RATING, SEE FOOTNOTE ?C? FOR
 EXCEPTIONS.
  
 11) THE SET OF PLANS HAVE CIVIL PLANS INDICATING THE
 VARIOUS WORK TO BE COMPLETED ON THE PROJECT, WHAT I
 WASN?T ABLE TO FIND WAS A SURVEY. THERE APPEARS TO BE
 AN EASEMENT OR ALLEYWAY RUNNING EAST TO WEST ON THIS
 LOT. WHAT ALSO APPEARS THERE IS A PROPERTY LINE EITHER
 IN THE WEST PORTION OF THE BUILDING OR DIRECTLY TO THE
 WEST WALL OF THE PROPOSED BUILDING.
 PLEASE PROVIDE SOME CLARIFICATION. A UNITY OF TITLE MAY
 ALSO BE REQUIRED PLUS AN ABANDONMENT OF AN EASEMENT.
 TABLE 601, TABLE 602 AND TABLE 704.8.
  
 12)SITE PLAN A1.01 INDICATES THE MAIN ENTRY ON THE
 EAST SIDE BUT THE PARKING AREA TO BE ON THE SOUTHWEST
 SIDE OF THE BUILDING. PLEASE LOOK AT THE SECTION 11-6.1
 AND 11-6.2 FOR ENTRANCES. PLEASE INDICATE HOW
 COMPLIANCE WILL BE MET?
  
 11-6.1 GENERAL.
 MEDICAL CARE FACILITIES INCLUDED IN THIS SECTION ARE
 THOSE IN WHICH PEOPLE RECEIVE PHYSICAL OR MEDICAL
 TREATMENT OR CARE AND WHERE PERSONS MAY NEED ASSISTANCE
 IN RESPONDING TO AN EMERGENCY AND WHERE THE PERIOD OF
 STAY MAY EXCEED 24 HOURS. IN ADDITION TO THE
 REQUIREMENTS OF SECTIONS 11-4.1 THROUGH 11-4.35 ,
 MEDICAL CARE FACILITIES AND BUILDINGS SHALL COMPLY WITH
 SECTION 11-6 .
 11-6.2 ENTRANCES.
 AT LEAST ONE ACCESSIBLE ENTRANCE THAT COMPLIES WITH
 SECTION 11-4.14 SHALL BE PROTECTED FROM THE WEATHER BY
 CANOPY OR ROOF OVERHANG. SUCH ENTRANCES SHALL
 INCORPORATE A PASSENGER LOADING ZONE THAT COMPLIES WITH
 SECTION 11-4.6.6 .
  
 13) PLEASE PROVIDE ADDITIONAL INFORMATION AS TO THE
 TYPES OF MEDICAL CARE AND OR TREATMENT THIS FACILITY
 WILL MANAGE. 11-4.1.2(5)(D)AT FACILITIES PROVIDING
 MEDICAL CARE AND OTHER SERVICES FOR PERSONS WITH
 MOBILITY IMPAIRMENTS, PARKING SPACES COMPLYING WITH
 SECTION 11-4.6 SHALL BE PROVIDED IN ACCORDANCE WITH
 SECTION 11-4.1.2 (5)(A) EXCEPT AS FOLLOWS:
 (I)OUTPATIENT UNITS AND FACILITIES: 10 PERCENT OF
 THE TOTAL NUMBER OF PARKING SPACES PROVIDED SERVING
 EACH SUCH OUTPATIENT UNIT OR FACILITY;
 (II)UNITS AND FACILITIES THAT SPECIALIZE IN
 TREATMENT OR SERVICES FOR PERSONS WITH MOBILITY
 IMPAIRMENTS; 20 PERCENT OF THE TOTAL NUMBER OF PARKING
 SPACES PROVIDED SERVING EACH SUCH UNIT OR FACILITY.
  
 14) BUILDINGS WITH MULTIPLE ACCESSIBLE ENTRANCES:
 11-4.6.2 LOCATION.
 ACCESSIBLE PARKING SPACES SERVING A PARTICULAR BUILDING
 SHALL BE LOCATED ON THE SHORTEST SAFELY ACCESSIBLE
 ROUTE OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE
 ENTRANCE. IN PARKING FACILITIES THAT DO NOT SERVE A
 PARTICULAR BUILDING, ACCESSIBLE PARKING SHALL BE
 LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL TO
 AN ACCESSIBLE PEDESTRIAN ENTRANCE OF THE PARKING
 FACILITY. IN BUILDINGS WITH MULTIPLE ACCESSIBLE
 ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKING
 SPACES SHALL BE DISPERSED AND LOCATED CLOSEST TO THE
 ACCESSIBLE ENTRANCES
  
 15)SHEET A2.00DETAIL# 2, 1003.5.2.WHERE CHANGE IN
 ELEVATION OF 12 INCHES (305 MM) OR LESS OCCURS IN EXIT
 ACCESS CORRIDORS, EXITS AND EXIT DISCHARGE, RAMPS
 COMPLYING WITH SECTION 1010 SHALL BE PROVIDED. 1003.5.1
 WHERE A CHANGE IN LEVEL MEANS OF EGRESS NOT EXCEEDING
 21 INCHES (533 MM) IS ACHIEVED BY A STAIR, THE MINIMUM
 TREAD DEPTH OF SUCH STAIR SHALL BE 13 INCHES (330 MM)
 AND THE PRESENCE AND LOCATION OF EACH STEP SHALL BE
 READILY APPARENT.
  
 16) SHEET A2.00.1 THE RAMP SECTIONS DO NOT PROVIDE THE
 LENGTH OF THE BOTTOM LANDING.
 11-.8.4.(2) LANDINGS. ALL LANDINGS ON RAMPS SHALL NOT
 BE LESS THAN 60" CLEAR, & THE BOTTOM OF EACH RAMP SHALL
 HAVE NOT LESS THAN 72" OF STRAIGHT & LEVEL CLEARANCES.
  
 17) SHEET A2.00.1 ON THE RIGHT HAND SIDE OF THE SHEET
 THERE ARE THREE DETAILS WITH NO REFERENCE NUMBERS?
 PLEASE INDICATE DIMENSIONS ON THE BOTTOM POST DETAIL.
  
 18) SHEET A2.01
 18A) THE CONFERENCE ROOM 1-112 IS A A3 OCCUPANCY GROUP
 AND THE PLAN DOES INDICATE A 2HR FIRE PARTITION BETWEEN
 THE A3 OCCUPANCY AND THE BUSINESS OCCUPANCY BUT THE
 PLAN FAILS TO IDENTIFY THE FIRE AND SMOKE RATED
 CORRIDOR REQUIRED FOR THE A3 OCCUPANCY. SEE TABLE
 1016.1. FOR RATED CORRIDORS WITH FIRE SPRINKLERS.
 715.3.3 DOOR ASSEMBLIES IN CORRIDORS AND SMOKE
 BARRIERS.
 FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE
 PROTECTION RATING OF 20 MINUTES WHERE LOCATED IN
 CORRIDOR WALLS OR SMOKE BARRIER WALLS HAVING A
 FIRE-RESISTANCE RATING IN ACCORDANCE WITH TABLE 715.3
 SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10C
 WITHOUT THE HOSE STREAM TEST. IF A 20-MINUTE FIRE DOOR
 ASSEMBLY CONTAINS GLAZING MATERIAL, THE GLAZING
 MATERIAL IN THE DOOR ITSELF SHALL HAVE A MINIMUM FIRE
 PROTECTION RATING OF 20 MINUTES AND BE EXEMPT FROM THE
 HOSE STREAM TEST. GLAZING MATERIAL IN ANY OTHER PART OF
 THE DOOR ASSEMBLY, INCLUDING TRANSOM LITES AND
 SIDELITES, SHALL BE TESTED IN ACCORDANCE WITH NFPA 257,
 INCLUDING THE HOSE STREAM TEST, IN ACCORDANCE WITH
 SECTION 715.4 . FIRE DOOR ASSEMBLIES SHALL ALSO MEET
 THE REQUIREMENTS FOR A SMOKE- AND DRAFT-CONTROL DOOR
 ASSEMBLY TESTED IN ACCORDANCE WITH UL 1784 WITH AN
 ARTIFICIAL BOTTOM SEAL INSTALLED ACROSS THE FULL WIDTH
 OF THE BOTTOM OF THE DOOR ASSEMBLY
  
 AS THE PLANS ARE DRAWN CURRENTLY ALL THE CORRIDOR BOTH
 SIDES WILL NEED TO BE 1 HR FIRE RATED THE LOBBY
 INCLUDINGROOM 1-158 AND CORRIDOR TO DOORS 159 AND
 159A.
  
 18B) IN LOOKING AT THE DOOR SCHEDULE FOR RATED DOORS
 THE DOOR SCHEDULE FOUND ON SHEET A2.07 INDICATES THE
 TYPES OF DOORS, PLEASE RATE DOORS AS PER TABLE 715.3 IN
 MINUTES AND HRS. A ?B? LABEL DOOR MEETS THE NOTE 3
 FOUND UNDER DOOR NOTES ON SHEET A2.07
  
 18C) DISCREPANCY PLEASE SEE WALL TAGS (6) AND (6A)
 SHEET A9.01 FOR WALL TYPE (6) AND (6A) APPEAR TO HAVE
 TYPO?
  
 18D) STEEL FIREPROOFING DETAILS FOUND ON A9.0.1.1,
 PLEASE PROVIDE THE MANUFACTURERS SPEC FOR FIRE PROOFING
 THICKNESS/ HR. RATING FOR COLUMNS AND BEAMS. TABLE
 601.
  
 18E) STEEL COLUMN FOUND ON GRID LINE G1 AND 2A PLEASE
 PROVIDE PRODUCT INFORMATION ON THE INTUMESCENT PAINT TO
 BE APPLIED TO THE COLUMN FACE, 2 HR RATING. TABLE 601.
  
 19) SHEET A2.02
 19A) PLEASE PROVIDE ADDITIONAL INFORMATION FOR THE
 FOLLOWING (2) ROOMS, STD/HIV, AND THE
 SCHOOL HEALTH ROOMS. THE PLAN JUST SHOWS SQ FT AREA, BY
 AREA THEY COULD BE CLASSIFIED AS AN A-3 ASSEMBLY
 OCCUPANCY, ARE THERE DESK IN THESE AREAS? IF THEY HAVE
 DESKTHE
 AREA WOULD BE CONSIDERED BUSINESS? IF CONSIDERED A3
 ASSEMBLY AGAIN AS ON THE FIRST FLOOR THE CORRIDORS AND
 DOORS WOULD NEED TO BE RATED. TABLE 1016.1.
  
 19B) SHOWER ROOMS 2-239 & 2-240 PLEASE PROVIDE ENLARGED
 PLAN WITH DIMENSIONS, PLEASE LOOK AT THE FIGURE 36A
 TYPE STALL AND THE 12? OVERLAY BEYOND THE SEAT, PLANS
 DO NOT INDICATE THIS CONFIGURATION. NOTE THE 36? ARE
 ABSOLUTES! ALSO SHOW THE LOCATION OF THE CONTROLS. SEE
 SHEET A4.00.
  
 19C) THE MECHANICAL ROOMS LOCATED ON FLOORS 2-5 ALL
 HAVE IN COMMON A STRUCTURAL COLUMN, HOW WILL THE FIRE
 RATINGS BE COMPLIED WITH TABLE 601?
  
 20) SHEET A2.03
 20A) PLEASE INDICATE THE OCCUPANT LOAD OF COMMUNITY
 HEALTH AREA, ARE THERE DESK?
  
 20B) THERE IS A LARGE AREA THAT THE ROOM IS NOT
 IDENTIFIED APPROXIMATELY COLUMN LINE G AND 5-6? AGAIN
 IS THERE TO BE DESK PROVIDE THE OCCUPANT LOAD.
  
 20C) IN THE COMPUTER ROOM IS THERE A RAISED DECK OR
 FLOOR? IF SO PROVIDE DETAILS AND INCLUDE THE HEIGHT OF
 THE RAISED FLOOR. ALSO SEE ACCESSIBLE RAMPS 11-4-8.
  
 21) SHEET A2.04
 21A) PLANS INDICATE LARGE AREAS PLEASE INDICATE IF
 THESE AREAS WILL HAVE DESK OR CUBICLES, IF CUBICLES HOW
 HIGH WILL THE WALLS BE? MAY INTERFERE WITH EXIT
 SIGNAGE!
 PROVIDE OCCUPANT LOADS.
  
 21B) ROOM 4-420 HIGH DENSITY FILES PLEASE PROVIDE THE
 LIVE LOAD TO BE FIGURED FOR THIS AREA? 1607.4
 CONCENTRATED LOADS.
  
 22) A2.06
 22A) ROOF PLAN AND THE EMERGENCY OVER FLOW SCUPPERS,
 INDICATE THE SLOPE TO BE
 ?? IN 1?-0?WHENEVER THE OVERFLOW SCUPPERS ARE
 LOCATED MORE THAN 16?-0? AWAY FROM THE MAIN ROOF DRAIN
 IN SITUATIONSWHERE IN HEAVY DOWN POURS THE MAIN DRAIN
 CAN?T TAKE ANY MORE WATER THERE IS TO BE NO MORE THAN
 4? OF WATER ON THE ROOF DECK.
 1503.4.3 OVERFLOW SCUPPERS. WHEN OTHER MEANS OF
 DRAINAGE OF OVERFLOW WATER IS NOT PROVIDED, OVERFLOW
 SCUPPERS SHALL BE PLACED IN WALLS OR PARAPETS NOT LESS
 THAN 2 INCHES (51 MM) NOR MORE THAN 4 INCHES (102 MM)
 ABOVE THE FINISHED ROOF COVERING AND SHALL BE LOCATED
 AS CLOSE AS PRACTICAL TO REQUIRED VERTICAL LEADERS OR
 DOWNSPOUTS OR WALL AND PARAPET SCUPPERS. AN OVERFLOW
 SCUPPER SHALL BE SIZED IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, PLUMBING.
  
 22B) ROOF PLAN INDICATES DETAIL7 ON SHEET A3.10B1, NO
 SUCH PLAN?
  
 22C)SECTION 1 OF A3.07 PROVIDES A SECTION DETAIL OF A
 CURTAIN WALL SECTION THROUGH TO THE ROOF. THE TOP OF
 THE CURTAIN WALL SECTION REFERS TO THE STRUCTURAL SHEET
 S10 DETAIL NUMBER
 18, IT APPEARS THAT NO CONNECTION INFORMATION IS
 PROVIDED, BOLTS OR WELDS?
  
 23) PLAN A2.07.2 & A2.08 BOTH INDICATE BACK TO BACK
 STUDS AT DOOR OPENINGS, NOTE TYPE I AND TYPE II
 BUILDINGS NO COMBUSTIBLE STUDS, SEE 603.1.
  
 24) SHEET A2.08 WINDOWS IN FIRE RATED PARTITIONS, SHOW
 COMPLIANCE WITH TABLE 715.4 & 715.4 AND NFPA 80.
 PROVIDE NOT ONLY INFORMATION ON THE GLAZING BUT THE
 FRAME AS WELL.
  
 25) A2.09 FLOOR COVERINGS INDICATES A ?C2? CARPET
 PROVIDE THE FOLLOWING MINIMUM CRITICAL RADIANT FLUX FOR
 THE CARPET 804.5.1.
  
 26) SHEET A4.03.2
 26A)PROVIDE INFORMATION FOR ELEVATOR CAR TO
 ACCOMMODATE AMBULANCE STRETCHERS.3002.4.
  
 26B) PLEASE PROVIDETHE ELEVATOR MACHINE ROOM?S SMOKE
 DETECTOR AND HOIST WAY WOULD BE LOCATED IN THE
 PLANS?3002.8. SHEET A6.01 AND DO NOT SHOW THEM.
  
 26C) PLEASE PROVIDE THE FOLLOWING INFORMATION: 3003.1
 STANDBY POWER.
 IN BUILDINGS AND STRUCTURES WHERE STANDBY POWER IS
 REQUIRED OR FURNISHED TO OPERATE AN ELEVATOR, THE
 OPERATION SHALL BE IN ACCORDANCE WITH SECTIONS 3003.1.1
 THROUGH 3003.1.4 .
 3003.1.1 MANUAL TRANSFER.
 STANDBY POWER SHALL BE MANUALLY TRANSFERABLE TO ALL
 ELEVATORS IN EACH BANK.
 3003.1.2 ONE ELEVATOR.
 WHERE ONLY ONE ELEVATOR IS INSTALLED, THE ELEVATOR
 SHALL AUTOMATICALLY TRANSFER TO STANDBY POWER WITHIN 60
 SECONDS AFTER FAILURE OF NORMAL POWER.
 3003.1.3 TWO OR MORE ELEVATORS.
 WHERE TWO OR MORE ELEVATORS ARE CONTROLLED BY A COMMON
 OPERATING SYSTEM, ALL ELEVATORS SHALL AUTOMATICALLY
 TRANSFER TO STANDBY POWER WITHIN 60 SECONDS AFTER
 FAILURE OF NORMAL POWER WHERE THE STANDBY POWER SOURCE
 IS OF SUFFICIENT CAPACITY TO OPERATE ALL ELEVATORS AT
 THE SAME TIME. WHERE THE STANDBY POWER SOURCE IS NOT OF
 SUFFICIENT CAPACITY TO OPERATE ALL ELEVATORS AT THE
 SAME TIME, ALL ELEVATORS SHALL TRANSFER TO STANDBY
 POWER IN SEQUENCE, RETURN TO THE DESIGNATED LANDING AND
 DISCONNECT FROM THE STANDBY POWER SOURCE. AFTER ALL
 ELEVATORS HAVE BEEN RETURNED TO THE DESIGNATED LEVEL,
 AT LEAST ONE ELEVATOR SHALL REMAIN OPERABLE FROM THE
 STANDBY POWER SOURCE.
 3003.1.4 VENTING.
 WHERE STANDBY POWER IS CONNECTED TO ELEVATORS, THE
 MACHINE ROOM VENTILATION OR AIR CONDITIONING SHALL BE
 CONNECTED TO THE STANDBY POWER SOURCE.
 3003.2 FIRE-FIGHTERS? EMERGENCY OPERATION. ELEVATORS
 SHALL BE PROVIDED WITH PHASE I EMERGENCY RECALL
 OPERATION AND PHASE II EMERGENCY IN-CAR OPERATION IN
 ACCORDANCE WITH ASME A17.1.
  
 26D) 3004.2 LOCATION OF VENTS. VENTS SHALL BE LOCATED
 BELOW THE FLOOR OR FLOORS AT THE TOP OF THE HOIST WAY,
 AND SHALL OPEN EITHER DIRECTLY TO THE OUTER AIR OR
 THROUGH NONCOMBUSTIBLE DUCTS TO THE OUTER AIR.
 NONCOMBUSTIBLE DUCTS SHALL BE PERMITTED TO PASS THROUGH
 THE ELEVATOR MACHINE ROOM PROVIDED THAT PORTIONS OF THE
 DUCTS LOCATED OUTSIDE THE HOIST WAY OR MACHINE ROOM ARE
 ENCLOSED BY CONSTRUCTION HAVING NOT LESS THAN THE FIRE
 PROTECTION RATING REQUIRED FOR THE HOIST WAY. HOLES IN
 THE MACHINE ROOM FLOORS FOR THE PASSAGE OF ROPES,
 CABLES OR OTHER MOVING ELEVATOR EQUIPMENT SHALL BE
 LIMITED SO AS NOT TO PROVIDE GREATER THAN 2 INCHES (51
 MM) OF CLEARANCE ON ALL SIDES.
  
 3004.3 AREA OF VENTS. EXCEPT AS PROVIDED FOR IN SECTION
 3004.3.1 , THE AREA OF THE VENTS SHALL NOT BE LESS THAN
 3? PERCENT OF THE AREA OF THE HOIST WAY NOR LESS THAN 3
 SQUARE FEET (0.28 M 2 ) FOR EACH ELEVATOR CAR, AND NOT
 LESS THAN 3? PERCENT NOR LESS THAN 0.5 SQUARE FOOT
 (0.047 M 2 ) FOR EACH DUMBWAITER CAR IN THE HOIST WAY,
 WHICHEVER IS GREATER. OF THE TOTAL REQUIRED VENT AREA,
 NOT LESS THAN ONE-THIRD SHALL BE OF THE PERMANENTLY
 OPEN TYPE UNLESS ALL VENTS ACTIVATE UPON DETECTION OF
 SMOKE FROM ANY OF THE ELEVATOR LOBBY SMOKE DETECTORS.
  
 26E) PLEASE NOTE THE FOLLOWING: 3006.5 SHUNT TRIP.
 WHERE ELEVATOR HOIST WAYS OR ELEVATOR MACHINE ROOMS
 CONTAINING ELEVATOR CONTROL EQUIPMENT ARE PROTECTED
 WITH AUTOMATIC SPRINKLERS, A MEANS INSTALLED IN
 ACCORDANCE WITH NFPA 72, SECTION 3?9.4, ELEVATOR
 SHUTDOWN, SHALL BE PROVIDED TO DISCONNECT AUTOMATICALLY
 THE MAIN LINE POWER SUPPLY TO THE AFFECTED ELEVATOR
 PRIOR TO THE APPLICATION OF WATER. THIS MEANS SHALL NOT
 BE SELF-RESETTING. THE ACTIVATION OF SPRINKLERS OUTSIDE
 THE HOIST WAY OR MACHINE ROOM SHALL NOT DISCONNECT THE
 MAIN LINE POWER SUPPLY.
  
 26F) PLEASE NOTE NEW TO THE 2006 FBC REVISIONS: 3009.1
 ELECTROLYSIS PROTECTION FOR UNDERGROUND HYDRAULIC
 ELEVATOR CYLINDERS.
 ALL NEWLY INSTALLED UNDERGROUND HYDRAULIC PRESSURE
 CYLINDERS SHALL BE ENCASED IN OUTER PLASTIC CONTAINMENT
 TO MINIMIZE ELECTROLYTIC CORROSION BETWEEN THE METAL
 CYLINDER AND GROUND CATHODE.
 1.THE PLASTIC CASING SHALL BE CAPPED AT THE
 BOTTOM, AND ALL JOINTS MUST BE SOLVENT OR HEAT WELDED
 TO ENSURE WATER TIGHTNESS.
 2.THE PLASTIC CASING SHALL BE CONSTRUCTED OF
 POLYETHYLENE OR POLYVINYL CHLORIDE (PVC). THE PLASTIC
 PIPE WALL THICKNESS MUST NOT BE LESS THAN 0.125 INCH
 (3.175 MM).
 3.THE NECK OF THE PLASTIC CASING SHALL HAVE A
 MEANS OF INSPECTION PROVIDED TO MONITOR THE ANNULUS
 BETWEEN THE PRESSURIZED HYDRAULIC CYLINDER AND THE
 PROTECTIVE PLASTIC CASING.
 4.REPLACEMENTS OF EXISTING HYDRAULIC CYLINDERS
 SHALL BE PROTECTED BY THE AFOREMENTIONED METHOD WHERE
 EXISTING PHYSICAL DIMENSIONS PERMIT
  
 27) SHEET A4.0527A) DETAIL (4A) SINKS:11-4.24.2
 SINKS, HEIGHT. SINKS SHALL BE MOUNTED WITH THE COUNTER
 NO HIGHER THAN 34" ABOVE THE FINISH FLOOR.
 11-4.24.3 KNEE CLEARANCE THAT IS AT LEAST 27" HIGH
 30" WIDE, AND 19" DEEP SHALL BE PROVIDED UNDERNEATH
 SINKS.
 11-4.24.5 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE AT
 LEAST 30 INCHES BY 48 INCHES (760 MM BY 1219 MM)
 COMPLYING WITH SECTION 11-4.2.4 SHALL BE PROVIDED IN
 FRONT OF A SINK TO ALLOW FORWARD APPROACH. THE CLEAR
 FLOOR SPACE SHALL BE ON AN ACCESSIBLE ROUTE AND SHALL
 EXTEND A MAXIMUM OF 19 INCHES (485 MM) UNDERNEATH THE
 SINK
  
 28) A4.07SINKS:11-4.24.2 SINKS, HEIGHT. SINKS SHALL
 BE MOUNTED WITH THE COUNTER NO HIGHER THAN 34" ABOVE
 THE FINISH FLOOR.
 11-4.24.3 KNEE CLEARANCE THAT IS AT LEAST 27" HIGH 30"
 WIDE, AND 19" DEEP SHALL BE PROVIDED UNDERNEATH SINKS.
 11-4.24.5 CLEAR FLOOR SPACE.A CLEAR FLOOR SPACE AT
 LEAST 30 INCHES BY 48 INCHES (760 MM BY 1219 MM)
 COMPLYING WITH SECTION 11-4.2.4 SHALL BE PROVIDED IN
 FRONT OF A SINK TO ALLOW FORWARD APPROACH. THE CLEAR
 FLOOR SPACE SHALL BE ON AN ACCESSIBLE ROUTE AND SHALL
 EXTEND A MAXIMUM OF 19 INCHES (485 MM) UNDERNEATH THE
 SINK.
  
 29) SHEET A5.00
 29A) AT THE BOTTOM AND TOP LANDING HANDRAILS ARE TO:
 11-4.9.4(2) (2) IF HANDRAILS ARE NOT CONTINUOUS, THEY
 SHALL EXTEND AT LEAST 12 INCHES (305 MM) BEYOND THE TOP
 RISER AND AT LEAST 12 INCHES (305 MM) PLUS THE WIDTH OF
 ONE TREAD BEYOND THE BOTTOM RISER. AT THE TOP, THE
 EXTENSION SHALL BE PARALLEL WITH THE FLOOR OR GROUND
 SURFACE. AT THE BOTTOM, THE HANDRAIL SHALL CONTINUE TO
 SLOPE FOR A DISTANCE OF THE WIDTH OF ONE TREAD FROM THE
 BOTTOM RISER; THE REMAINDER OF THE EXTENSION SHALL BE
 HORIZONTAL [SEE FIGURE 19 (C) AND FIGURE 19 (D)].
 HANDRAIL EXTENSIONS SHALL COMPLY WITH SECTION 11-4.4 .
  
 29B) 1009.5.3 STAIR IDENTIFICATION. AN APPROVED SIGN
 SHALL BE LOCATED AT EACH FLOOR LEVEL LANDING IN ALL
 ENCLOSED STAIRWAYS OF BUILDINGS FOUR OR MORE STORIES IN
 HEIGHT. THE SIGN SHALL INDICATE THE FLOOR LEVEL AND THE
 AVAILABILITY OF ROOF ACCESS FROM THAT STAIRWAY AND AN
 IDENTIFICATION OF THE STAIRWAY. THE SIGN SHALL ALSO
 STATE THE FLOOR LEVEL OF AND DIRECTION TO EXIT
 DISCHARGE. THE SIGN SHALL BE LOCATED APPROXIMATELY 5
 FEET (1524 MM) ABOVE THE FLOOR LANDING IN A POSITION
 WHICH IS READILY VISIBLE WHEN THE DOOR IS IN THE OPEN
 OR CLOSED POSITION. THE FLOOR LEVEL DESIGNATION SHALL
 ALSO BE TACTILE IN ACCORDANCE WITH CHAPTER 11 .
  
 29C)1009.12 ACCESS TO ROOF. BUILDINGS FOUR STORIES OR
 MORE IN HEIGHT, EXCEPT THOSE WITH A ROOF SLOPE GREATER
 THAN 4:12, SHALL BE PROVIDED WITH A STAIRWAY TO THE
 ROOF. SUCH STAIRWAY SHALL BE MARKED AT STREET AND FLOOR
 LEVELS WITH A SIGN INDICATING THAT IT CONTINUES TO THE
 ROOF. WHERE ROOFS ARE USED FOR ROOF GARDENS OR FOR
 OTHER PURPOSES, STAIRWAYS SHALL BE PROVIDED AS REQUIRED
 FOR SUCH USE OR OCCUPANCY.
  
 30) SHEET S-7
 30A) CODES AND STANDARDS ASCE 7-02 THE BUILDING
 CATEGORY II WITH AN IMPORTANCE FACTOR OF 1.0. IS THIS
 BUILDING TO BE USED AS A HEALTH CARE FACILITY THAT MAY
 EVER HAVE SURGERY OR BE USED FOR EMERGENCY TREATMENT?
 IF SO THIS BUILDING CATEGORY WOULD BE A IV WITH AN
 IMPORTANCE FACTOR OF 1.15. THE PRESSURE ZONES ON S-13
 WILL CHANGE WITH THE 1.15 IMPORTANCE FACTOR.
  
 30B) PRODUCT APPROVALS: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 BESUBMITTED WITH A
 COVER SHEET THAT LISTS THE PRODUCT IDENTITY NUMBER FROM
 THE STATE. IF THE PRODUCT DOES NOT HAVE STATEWIDE
 APPROVAL, SUBMIT AN APPLICATION FOR LOCAL PRODUCT
 APPROVAL OR SITE SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 30C) ) 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.
  
 30D)FL BLD CODE 1609.1.4: COMPONENTS & CLADDING,
 PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT INSPECTOR)
 OF PRODUCT TESTING REPORTS ,MISSING REPORTS ARE AS
 FOLLOWS:
 A) TRAINER GLASS CURTAIN WALL LMI , REQUIRES FL COVER
 SHEET, HIGHLIGHT WHICH GLAZING TYPE
 TO BE USED, AND MULLIONS. THE HEADS ARE CUT OFF
 THE CHARTS PLEASE PROVIDE LEGIBLE
 REPORTS.
 B) TRAINER GLASS CURTAIN WALL SMI
 REQUIRES FL COVER SHEET, HIGHLIGHT WHICH GLAZING TYPE
  
 TO BE USED, AND MULLIONS. THE HEADS ARE CUT OFF
 THE CHARTS PLEASE PROVIDE LEGIBLE
 REPORTS.
 C) BOTH TRAINER GLASS REPORTS DO NOT INDICATE IF THE
 ANCHORING INTO MASONRY AND STEEL
 SUBSTRATE TOOK THE 1.33 INCREASE NEWER REPORTS
 UNDER THE 2004 USUALLY INDICATE NO
 1/3 STRESS INCREASE TAKEN? 2004 FBC 16.5.3.1.1.
  
 D) YKK AP 35H OUT SWING ALUMINUM DOORLMI, , REQUIRES
 FL COVER SHEET, NOTE THIS REPORT REQUIRES THE DESIGN
 PRESSURES TO BE DIVIDED BY 1.33, HIGHLIGHT WHICH
 GLAZING TYPE
 TO BE USED, AND MULLIONS. THE HEADS ARE CUT OFF THE
 CHARTS PLEASEPROVIDE LEGIBLE
 REPORTS.
  
 E) FIREDOOR 8080 SERIES OUT SWING COMMERCIAL STEEL DOOR
 LMI, REQUIRES FL COVER SHEET,
 CURRENTLY WITH A 1.0 IMPORTANCE FACTOR MEETS WIND
 LOADS, TO BE DETERMINED BY THE DESIGN PROFESSIONAL
 IMPORTANCE FACTOR OF 1.15.
  
 F) FIREDOOR 8080 SERIES OUT SWING STEEL LOUVER
 COMMERCIAL DOOR LMI, REQUIRES FL COVER SHEET, CURRENTLY
 WITH A 1.0 IMPORTANCE FACTOR MEETS WIND LOADS, TO BE
 DETERMINED BY THE DESIGN PROFESSIONAL IMPORTANCE FACTOR
 OF 1.15.
  
 G) FIREDOOR 4080 SERIES OUT SWING COMMERCIAL STEEL
 DOOR LMI, HIGHLIGHT TYPE OF FASTENER TO BE USED,
 REQUIRES FL COVER SHEET, CURRENTLY WITH A 1.0
 IMPORTANCE FACTOR MEETS WIND LOADS, TO BE DETERMINED BY
 THE DESIGN PROFESSIONAL IMPORTANCE FACTOR OF 1.15.
  
 H) BESAM AUTOMATIC ENTRANCE SYSTEM, POWER GLIDE MODEL
 AM-2 AUTOMATIC ALUMINUM SLIDING GLASS DOOR, SUBSECTION
 ?C? CALCULATIONS INDICATE THAT THE CALCULATIONS HAVE
 NOT BEEN REVISITED TO THE 2004 FBC 1605.3.1.1.WITH A
 1.0 IMPORTANCE FACTOR THIS PRODUCT MAY MEET WIND LOADS
 WITH THE UNKNOWN FASTENING FACTOR STEEL INCREASE OF
 1.33 FORWIND LOADS, ALSO IF THE IMPORTANCE FACTOR IS
 ADJUSTED TO 1.15TO BE DETERMINED BY THE DESIGN
 PROFESSIONAL.
  
 I) OVERHEAD DOOR, 10? WIDE ROLLING STEEL DOOR, REQUIRES
 FLORIDA COVER SHEET, CURRENTLY DOESN?T MEET THE
 REQUIRED PRESSURES. , SUBSECTION ?C? CALCULATIONS
 INDICATE THAT THE CALCULATIONS HAVE NOT BEEN REVISITED
 TO THE 2004 FBC 1605.3.1.1.WITH A 1.0 IMPORTANCE
 FACTOR THIS PRODUCT MAY MEET WIND LOADS WITH THE
 UNKNOWN FASTENING FACTOR STEEL INCREASE OF 1.33 FOR
 WIND LOADS, ALSO IF THE IMPORTANCE FACTOR IS ADJUSTED
 TO 1.15TO BE DETERMINED BY THE DESIGN PROFESSIONAL.
  
 J) RUSKIN LOUVER SERIES ELF6375DXD , AS INDICATED WITH
 THE PRESSURES AS STATED ON THE PLAN MEETS PRESSURES BUT
 , SUBSECTION ?C? CALCULATIONS INDICATE THAT THE
 CALCULATIONS HAVE NOT BEEN REVISITED TO THE 2004 FBC
 1605.3.1.1.WITH A 1.0 IMPORTANCE FACTOR THIS PRODUCT
 MAY MEET WIND LOADS WITH THE UNKNOWN FASTENING FACTOR
 STEEL INCREASE OF 1.33 FOR WIND LOADS, ALSO IF THE
 IMPORTANCE FACTOR IS ADJUSTED TO 1.15 TO BE DETERMINED
 BY THE DESIGN PROFESSIONAL.
  
 K) RUSKIN LOUVER SERIES EME520MD, AS INDICATED WITH THE
 PRESSURES AS STATED ON THE PLAN MEETS PRESSURES BUT ,
 SUBSECTION ?C? CALCULATIONS INDICATE THAT THE
 CALCULATIONS HAVE NOT BEEN REVISITED TO THE 2004 FBC
 1605.3.1.1.WITH A 1.0 IMPORTANCE FACTOR THIS PRODUCT
 MAY MEET WIND LOADS WITH THE UNKNOWN FASTENING FACTOR
 STEEL INCREASE OF 1.33 FOR WIND LOADS, ALSO IF THE
 IMPORTANCE FACTOR IS ADJUSTED TO 1.15 TO BE DETERMINED
 BY THE DESIGN PROFESSIONAL.
  
 L) ROOFING ASSEMBLIES: SIPLAST/ ICOPAL, MODIFIED
 BITUMEN OVER LWC DECK. REQUIRES FLORIDA COVER SHEET,
 SUB-SYSTEM IS NOT HIGHLIGHTED PAGES 12-20, ALSO NOTE
 GENERAL LIMITATION NUMBER 7 AND 9. IF ENHANCED FASTING
 IS REQUIRED PLEASE PROVIDE THE CALCULATIONS FOR RAS
 117.
  
 M) PRE-ENGINEERED A/C STANDS- NO REPORT SUBMITTED!
  
 N) NOTE CLIP SYSTEM FOR CURTAIN WALL SYSTEM ISN?T
 CALLED OUT AND WOULD ALSO REQUIRE PRODUCT APPROVAL SEE
 DETAIL 15 SHEET S-10. PROVIDE ADDITIONAL INFORMATION.
 106.1.2*
 31) SHEET S-10 DETAIL # 7 DEALS WITH EXCAVATION NEXT TO
 WALL FOUNDATIONS. WHEN THE SLOPE OF AN EXCAVATION IN A
 BED OF SAND EXCEEDS THE ANGLE OF INTERNAL FRICTION OF
 THE MATERIAL, THE SAND WILL SLIDE DOWN THE SLOPE,
 THEREFORE THE STEEPEST SLOPE THAT SAND CAN ATTAIN IS
 EQUAL TO THE ANGLE OF INTERNAL FRICTION.
 1803.1 EXCAVATIONS NEAR FOOTINGS OR FOUNDATIONS.
 EXCAVATIONS FOR ANY PURPOSE SHALL NOT REMOVE LATERAL
 SUPPORT FROM ANY FOOTING OR FOUNDATION WITHOUT FIRST
 UNDERPINNING OR PROTECTING THE FOOTING OR FOUNDATION
 AGAINST SETTLEMENT OR LATERAL TRANSLATION.
 TO THE ANGLE OF INTERNAL FRICTION.
  
 32)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.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 BUILDING PLAN REVIEW II
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]


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