Plan Review Notes
Plan Review Notes For Permit 04110228
Permit Number 04110228
Review Stop B
Sequence Number 1
Notes
Date Text
2004-12-02 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04110228
 ADD: TO BE DECIDED
 "THE PLACE VIA CLEMATIS"
 CONT:PLAN REVIEW
 CONTACT: BLUE MOON DEV
 TEL: (786)554-0900
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
  
 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.
  
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2) THE PROPOSED BUILDING STRUCTURE
 TRANSGRESSES LEGAL BOUNDARY LINES
 BETWEEN THE LOTS WHICH COMBINE TO FORM
 'THE SITE'.A 'UNITY OF TITLE' SHALL
 BE
 RECORDED AT THE COUNTY COURTHOUSE.
 SUBMIT A COPY OF THE RECORDED 'UNITY OF
 OF TITLE' DOCUMENT SO THAT FBC TABLE
 600
 BOUNDARY LINE REQUIREMENTS MAY BE
 DEEMED
 NOT APPLICABLE.
  
 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.SUPPLY (3) REPORTS.
  
 4) 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
 OCCUPAN
 CY CLASSIFICATION AS DEINED 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
 SRUCTURAL INSPECTIONS ON A THRESHOLD
 BUILDING PURSUANT TO A STRUCTURAL
 INSPEC
 TION PLAN PREPARED BY THE ENGINEER OF
 RECORD. THE STRUCTURAL INSPECTION PLAN
 MUST BE SUBMITTED TO THE ENFORCING
 AGEN-
 CY PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT FOR THE CONSTRUCTION OF A
 THRESH-
 OLD BUILDING. THE PURPOSE OF THE
 SRUCTUR
 AL INSPECTION PLAN IS TO PROVIDE
 SPECIF-
 IC INSPECTION PROCEDURES AND SCHEDULES
 SO THAT THE BUILDING CAN BE ADEQUATELY
 INSPECTED FOR COMPLIANCE WITH THE
 PERMITTED DOCUMENTS.
  
 5) 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 MIN-
 IMUM 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.
  
 6) 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 CON- TAIN 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.
  
 7) FBC* F102.2.7ARCHITECTURAL TRIM,
 ON
 BUILDINGS LOCATED IN THE FIRE DISTRICT,
 SHALL BE CONSTRUCTED OF APPROVED
 NON-COMBUSTIBLE MATERIALS OR FIRE
 RETARDANT TREATED WOOD.ANNOTATE THE
 PLANS TO DEMONSTRATE COMPLIANCE.
  
 8) FBC* F102.2.8PERMANENT CANOPIES/
 AWNINGS AND THEIR SUPPORTS, ON
 BUILDINGS
 LOCATED IN THE FIRE DISTRICT, SHALL BE
 OF NON-COMBUSTIBLE MATERIAL, FIRE
 RETARDANT TREATED WOOD, WOOD OF TYPE
 III
 SIZES OR OF 1-HOUR RESISTANT
 CONSTRUCTION.ANNOTATE THE PLANS TO
 DEMONSTRATE COMPLIANCE.
  
 9) FBC* F102.2.4ROOF COVERINGS, ON
 BUILDINGS LOCATED IN THE FIRE DISTRICT,
 SHALL CONFORM TO THE REQUIREMENTS OF
 CLASS A OR B ROOF COVERINGS, AS DEFINED
 IN FBC 1505.ANNOTATE THE PLANS TO
 DEMONSTRATE COMPLIANCE.
  
 10) THE PLANS DO NOT PROVIDE
 INFORMATION FOR WORK TO BE COMPLETED IN
 THE PUBLIC PROPERTY. SEE CHAPTER 33,
 WHERE COVERED WALKWAYS WILL BE REQUIRED
 3304, CONSTRUCTION OF WALKWAYS, FENCES
 AND PROTECTIVE COVERINGS.
  
 11) PROVIDE INFORMATION ON THE SHEET
 PILING, EXCAVATION ,DENSAFICATION OF
 SOILS AND IF SOIL NAILS ARE GOING TO
 BEREQUIRED AND DEWATERING. DEPENDING ON
 THE SEQUENCE OF EVENTS THERE IS
 POSSIBILITIES OF THE SHEET PILE GIVING
 WAY BECAUSE OF SOILS VIBRAFLOTATION.
  
 12) PROPERTY LINES- ON THE NORTH SIDE
 OF THE BUILDING SHEET A.5/A.6 INDICATE
 FRONT ENTRY DOORS SWINGING PAST THE
 PROPERTY LINE. 3203.1 DOORS SHALL NOT
 OPEN OR PROJECT UPON PUBLIC PROPERTY.
  
 13) SOUTH SIDE OF THE BUILDING SHEET
 A.5/A.6 CURB IS PAST THE PROPERTY LINE.
  
 14) BOTH SETS OF PLANS ARE MISSING THE
 A-19 SHEET WHICH DEPICTS THE SOUTH
 ELEVATION OF THE BUILDING. CONCERNS
 THAT TABLE 600 ISSUES EXIST SINCE THE
 BUILDING IS ON THE PROPERTY LINE AND
 THE ALLEY IS ONLY 14' WIDE. SINCE THE
 STRUCTURE IS DIRECTLY ON THE PROPERTY
 LINE TABLE 600 ISSUES OCCUR.
 14A) THE WALL SECTION THAT IS 6'-0"
 AWAY
 FROM THE PROPERTY LINECAN HAVE 20%
 OPENINGS & REQUIRES A 3 HR WALL.!/2 OF
 ALLEY OR 7'+6'= 13' OR 20% ALLOWABLE
 OPENINGS, PER FLOOR!SEE 705.1.1.2 FOR
 OPENINGS LESS THAN 15' FROM THE
 PROPERTY LINE.
 14B) THE WALL SECTIONS THAT ARE RIGHT
 ON THE PROPERTY LINE(0'-3') HAVE NO
 ALLOWABLE OPENINGS AND REQUIRE A 4 HR
 WALL.
 14C) PROVIDE THE EQUIVALENT THICKNESS
 REQUIRED FOR BEARING AND NONBEARING
 CONCRETE BLOCK. SEE 709.3.1. DO NOT
 PROVIDE A UL RATING BUT THE ACTUAL
 EQUIVALENT THICKNESS FROM THE BLOCK
 MANUFACTURE FOR2HR, 3 HR & 4HR WALLS.
  
 15) SHEET A-27 MEZANINES, THE AREA OF
 THE MEZZANINES IS OVER THE 1/3 OF THE
 ROOM IN WHICH IT IS LOCATED. SEE
 503.2.3.2. ENCLOSED SPACE UNDER A
 MEZZANINE SHALL NOT BE INCLUDED IN A
 DETERMINATION OF THE SIZE OF THE ROOM
 OR SPACE IN WHICH THE MEZANINE IS
 LOCATED. RECALCULATE AREAS.
  
 16)A.5 WALL LEGEND INDICATES VARIOUS
 BLOCK OR SOLID CONCRETE WALL AND THEIR
 RESPECTIVE HR. RATING. PROVIDE THE
 EQUIVALENT THICKNESS AS DESCRIBED IN
 TABLE 709.3.1. NOTE ALSO NO 3HR WALLS
 PROVIDED 0'-3' REQUIRES A 3HR RATED
 WALL. THE BLOCK INFORMATION SHOULD COME
 FROM THE BLOCK MANUFACTURER NOT A
 UL LISTING.
  
 17) A.5/A.6 SEE STAIRWAYS, 1007.1.5
 ENCLOSED EXIT STAIRWAYS THAT CONTINUE
 BEYOND THE FLOOR OF DISCHARGE SHALL BE
 INTERRUPTED AT THE FLOOR OF DISCHARGE
 BY PARTITIONS, DOORS OR OTHER EFFECTIVE
 MEANS.
  
 18) SEE DOOR SCHEDULE A.35 IS MISSING
 PROTECTION OF OPENINGS IN INTERIOR
 WALLS,( 705.1.2) SEE TABLE 705.1.2 FOR
 THE REQUIRED RATINGS.
  
 19) TRASH ROOM SEE A.6/A.35 MISSING THE
  
 DOOR RATING FOR THE TRASH TERMINATION
 ROOM. SEE 705.2.4.4.
  
 20) THE VARIOUS FLOORS (2-8) INCLUDE
 THE
  
 PHRASE TRASH ROOM (EXAMPLEROOM 103 ON
 A.10). THISDETAIL DOESN'T PROVIDE AN
 ACCURATE DETAIL WITH THE WORD ROOM, AT
 BEST IT IS A VESTIBULE, THE CODE DOES
 REQUIRE A ACCESS ROOM. THE SWING DOOR
 THAT IS NOT NUMBERED OR LABELED WILL
 MEET THE INTENT OF THE CODE IF THE
 3/4 HR RATING IS MET SEE 705.2.4.2.
  
 21)FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 THERE IS A SPACE BETWEEN THE TRASH
 ROOM,
 STAIRWELL# 3, THAT IS NOT LABELED, WHAT
 WILL THIS AREA BE USED FOR? IF IT IS A
 CHASE PROVIDE A 2 HR RATED ASSEMBLY.SEE
 A.10, A.12, A.14 & A.16.
  
 22) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 THERE IS ALSO 2 AREAS ON EACH SIDE OF
 STAIRWELL# 2 THAT IS NOT CLEAR WHAT
 THIS
 AREA MAY BE USED FOR, IT IS DIRECTLY
 FOUND ON A.9, A.11 & A.13.
  
 23) INDICATE COMPLIANCE WITH 3003.4.1
 LEVATOR STRETCHER REQUIREMENTS.
  
 24) 1606.1.4(1) IN WIND BORNE DEBRIS
 REGIONS, EXTERIOR GLAZING THAT RECEIVES
 POSITIVE PRESSURE IN BUILDINGS SHALL BE
 ASSUMED TO BE OPENINGS UNLESS SUCH
 GLAZING IS IMPACT RESISTANT OR
 PROTECTED
 WITH AN IMPACT RESISTANT COVERING MEET-
 ING THE REQUIREMENTS OF SSTD 12, ASTM
 E 1886 AND ASTM E 1996 OR MIAMI-DADE.
 1) GLAZED OPENINGS LOCATED WITHIN 30
 FT
 OF GRADE SHALL MEET THE REQUIREMENTS OF
 LARGE MISSLE TEST.SEE COPY OF CITY OF
 W.P.B. INTERPRETATION OF HURRICANE
 STANDARDS FOR LARGE PROJECTS.
 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
 FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) WINDOWS- FIXED OR OPERATABLE
 B) PANELWALL-STOREFRONT
 C) GLAZED EXTERIOR DOORS
 D) SOLID EXTERIOR DOORS
 E) MULLIONS
 F) VENTS
 G) STRUCTURAL COMPONENTS- TRUSS
 ANCHORS
 CONCRETE ADMIXTURES, RAILINGS
 H) ROOFING PRODUCTS- AND INSULATION.
 THE ABOVE IS MENTIONED AS TO
 REQUIREMENTS TO OBTAIN A BUILDING
 PERMIT. THE NOTES FOUND ON A.35 NOTE
 FOR
 WINDOWS AND STOREFRONT ARE TO BE UNDER
 A
 SEPERATE PERMIT. AT WHAT TIME WILL
 THESE ITEMS BE ADDRESSED? SHOULD THE
 BUILDING BE CLASSIFIED AS OPEN OR
 PARTIALLY OPEN SINCE NO TIME FACTOR IS
 MENTIONED TO WHEN THEY WILL BE
 INSTALLED?
  
 25) THE OTHER ISSUE THAT NEEDS TO BE
 CLARIFIED, THERE CAN ONLY BE ONE
 CLASSIFICATION FOR A BUILDING OR
 STRUCTURE EITHER OPEN, PARTIALLY
 ENCLOSED OR ENCLOSED. . SEE ASCE 7-98
 6.5.9.4. SHEET S-4.1 WIND DESIGN
 INDICATES THAT YOU ARE DESIGNING TO A
 HIGH VELOCITY ZONE "C", AND EXPOSURE
 OF 146 MPH. S5.2 INDICATESE PARTIALLY
 ENCLOSED BUT COEFICIENTS FOUND ON S4.1
 INDICATEA CLOSED BUILDING 0.18+-,
 PLEASE INDICATE FINAL ANALYSIS?
  
 26) A-37 DETAILS 6 & 7, SOFFITS, DROP
 CEILINGS, OR TRAY CEILINGS ALL INDICATE
 THE SAME PHRASE," TO BE PROPERLY
 ANCHORED TOTHEUNDERSIDE OF STRUCTURE"
 BUT THE DESIGN TEAM LACKS INDICATING HOW
 TO ACHIEVE THIS TASK?
 104.2.1 W.P.B. ADMINISTRATIVE CODE
 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 AND
 THE TECHNICAL CODES "SHALL NOT BE CITED
 AS A WHOLE OR IN PART, NOR THE TERM
 "LEGAL" OR ITS RQUIVALENT BE USED AS A
 SUBSTITUTE FOR SPECIFIC INFORMATION".
  
 27) TYPE II CONSTRUCTION 604 REQUIRES
 STRUCTURAL MEMBERS TO BE NON
 COMBUSTIBLE.
 A.15 WOOD TRELLIS EIGHTHFLOOR TO BE
 NONCOMBUSTIBLE, F102.2.7 FIRE DISTRICT
 A.20 THE POOL HOUSE, STAIR AND
 ELEVATION
 SHEETS INDICATE WOOD RAFTERS.
 A.24 WALL SECTIONS A&D INDICATE THE USE
 OF 5/8" CDX PLYWOOD FOR ROOF SHEATHING.
 ALSO 2X6 WOOD FACIA OVER 1X8?????
  
 28) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 FOR THE POOL HOUSE AND ASSOCIATED
 STRUCTURES ATOP THE BUILDING, NO
 INFORMATION WAS SUBMITTED TO BE ABLE TO
 DO A THROUGH PLAN REVIEW!!!!!!!!
 S-1.6A/S-1.6B POOL DECK PLANS DO NOT
 INDICATE STRUCTURAL DETAILS FOR THE POOL
 STRUCTURE, SPA NOR THE COLUMN FRAMING
 FOR THE BREEZEWAYS.
  
 29) A.15 THERE HAS BEEN NO INFORMATION
 SUBMITTED FOR AN ELEVATOR LOBBY FOR
 NONE
 OF THE ELEVATORS ON THE ROOF TERRACE
 LEVEL.SEE 412.6.
  
 30) THE FIRE SPRINKLER PLANS DO NOT
 INDICATE THE USE OF FIRE SPRINKLERS FOR
 THE STRUCTURES ON THE ROOF TERRACE
 LEVEL. SEE ATTACHMENT NFPA 13 8.14.7
 EXTERIOR ROOFS OR CANOPIES, INDICATE
 HOW
 TO ACHIEVE CODE COMPLIANCE.
  
 31) ASSUMPTION: FIRE SPRINKLERS FOR THE
  
 POOL ROOF TERRACE LEVEL NOR THE POOL
 DECK LEVEL, ISIT ASSUMED THAT AREA OF
 RESCUE WILL BE PROVIDED UNDER SECTION
 11-4.3.11?
  
 32) A-24 INDICATES THE USE OF CAST
 STONE
 WITH A THICKNESS OF 1"-6". SHOW
 COMPLIANCE WITH 1403.2.7.
  
 33) STAIRWELLS INDICATE HOW PLANS ARE TO
 COMPLY WITH 11-4..4.2 HEADROOM.
  
 34) A-23 DROP OFF ZONE 11-4.6.5
 PASSENGER LOADING ZONE PROVIDE THE
 VEHICLE ACCESS ROUTE WITHREQUIRED HEAD
 ROOM FROM THE ENTRY TO LOADING ZONE BACK
 TO THE EXIT.
  
 35) A-5 ACCESSIBLE PATH, ACCESS AISLE IS
 THERE A CURB @ COLUMN LINE 7/F1AND
 DROP OFF POINT?
  
 36) POOL STRUCTURE: POOL TO BE UNDER A
 SEPERATE PERMIT, THE STURTURAL WALLS
 WILL BE BUILT WITH THE BUILDING, THIS
 AGAIN IS AN ASSUMPTION. TO COMPLY WITH
 424. PUBLIC POOLS :
 A) DOES THE POOL OFFER SUNKEN SEATING
 OR IS THIS STAIRS? SEE 424.1.2.5.3 FOR
 STAIRS, 424.1.2.5.4.
  
 37) A-34 THE DOORS LEADING INTO THE POOL
 AREA DOOR 12 & 16 SHALL COMPLY WITH SELF
 CLOSING AND SELF LATCHING REQUIREMENTS,
 SEE 424.1 DOH 64E-9.002(6) EFFECTIVE
 BARRIER.
  
 38) A-36 DETAIL # 23 EXTERIOR
 GUARDRAIL;
 1015.2 HEIGHT. GUARDRAILS SHALL FORM
 A VERTICAL PROTECTIVE BARRIER NOT LESS
 THAN 42" HIGH.
 1015.3 OPENINGS. OPEN GUARDRAILS
 SHALL HAVE INTERMEDIATE RAILS OR ORNA-
 MENTAL PATTERNS SUCH AS A 4" DIAMETER
 SPHERE CAN NOT PASS THROUGH. A BOTTOM
 RAIL OR CURB SHALL BE PROVIDED THAT WILL
 REJECT THE PASSAGE OF 2" DIAMETER
 SPHERE.
  
 39) A-36 EXTERIOR GUARDRAILS TO COMPLY:
 1608.2.3 THE GUARDRAIL SYSTEM SHALL BE
 DESIGNED AND CONSTRUCTED TO RESIST A 200
 LB CONCENTRATED HORIZONTAL LOAD APPLIED
 ON A 1 SQ FT AREA AT ANY POINT IN THE
 SYSTEM INCLUDING INTERMEDIATE RAILS OR
 OTHER ELEMENTS SERVING THIS PURPOSE.
  
 40) A-5 RAMP DOWN TO 9'-4" NOTE
 INDICATESA 12" WIDE CONCRETE CURB SEE
  
 DETAILS 6/A-46? NO SUCH PLAN?STOPS AT
 40
  
 41) 411.4.2 6 AIR CHANGES PER HR/
 LEVEL.
 M-3 INDICATES A 15,000 CFM FAN
 EXHAUSTING , CENTERED IN A 50"-0"
 OPENING. PLANS DO NOT INDICATE ANY MAKE
 UP AIR, THIS EXHAUST WILL BE PULLED
 RIGHT BACK INTO THE GARAGE, EXPLAIN
 RATIONAL?
  
 42) SHOW COMPLIANCE WITH 412.5 SMOKE
 CONTROL, M-16 SMOKE ZONE CONTROLS/ ZONE
 II, PLANS INDICATE THE USE OF
 PRESSURIZATION, THIS STILL DOESN'T
 REMOVE SMOKE, SEE 412.5.
  
 43) M-6 EMERGENCY GENERATOR INDICATES A
 6" EXHAUST PIPE W/ 1 1/2" CALCIUM
 SILICATE WRAP THROUGH THE 2HR RATED
 FLOOR SLAB. 705.6.1 PROVIDE THE
 ASSEMBLY
 APPROVED FOR THIS APPLICATION.
 PENETRATIONS OF HORIZONTAL ASSEMBLIES.
  
 44) A-7 AUTO RAMP TO THE MEZZANINE FLOOR
 PLAN INDICATES OPENSIDED RAMP, PROVIDE
 INFORMATION FOR COMPLIANCE WITH
 1608.2.3. PARKING GAURDRAILS, IMPACT
 GAURDRAILS, AND BOLLARDS. BOLLARDS
 INDICATE A SECTION )/A-000.?????
  
 45) A-8 PROVIDE FLOOR SLOPES AT THE
 HANDICAPED PARKING AT THE EAST END OF
 THE BLDG. DRAINAGE GRATE IN THE MIDDLE
 OF THE HANDICAPPED SPACE?
  
 46) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 A-9/A-10 NO INFORMATION IS PROVIDED FOR
 WALLS AND GATES OF PRIVATE LANAI?
  
 47)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.
  
 PLANS ARE NOT COMPLETE AND THE ANSWERS
 TO THE QUESTIONS MAY RESULT IN
 ADDITIONAL COMMENTS.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026


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