Plan Review Notes
Plan Review Notes For Permit 07120262
Permit Number 07120262
Review Stop B
Sequence Number 1
Notes
Date Text
2008-01-28 16:57:39BUILDING PLAN REVIEW
 PERMIT: 07120262
 ADD:2501 N FLAGLER DR
 CONT: "PLAN REVIEW- MAJOR WORKING DRAWING REVIEW
 TEL: (954)965-3636
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE W/ 2007 FBC
 REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 1ST PLAN REVIEW
 ACTION: DENIED
  
 1A)--- 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)PLEASE SUBMIT 2 OF ALL SURVEYS, PLANS, REPORTS,
 REVISIONS , PRODUCT APPROVALS AND OR SUBMITTALS FOR
 REVIEW FOR PERMIT.
 IF YOUR PROJECT WILL REQUIRE A RESIDENT INSPECTOR OR IF
 YOUR PROJECT IS A THRESHOLD BUILDING REQUIRING A
 THRESHOLD INSPECTOR THEN (3) THREE SETS OF ALL SAID
 DOCUMENTS WILL BE REQUIRED FOR PERMIT ISSUANCE. 106.1*
 /2004 SUBMITTAL DOCUMENTSWEST PALM BEACH
 ADMINISTRATIVE CODE.
  
 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.
  
 1D ) FL S S 713.13NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT.NOTE: 713.13(2) IF THE
 WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS NOT
 ACTUALLYCOMMENCED 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.
  
 1E) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW)
 AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE 2004 FBC
 BUILDING WITH THE2007 SUPPLEMENTS PLEASE UPDATE PLANS
 TO REFLECT THE CURRENT 2004 FBC WITH 2007 SUPPLEMENTS.
  
 1F) NOTE: THE FAIR HOUSING GUIDELINES AND ANSI A
 117.1-1998 WILL BE USED IN THIS REVIEW FOR COMPLIANCE
 WITH THE FAIR HOUSING ACT. THE ANSI A 117.1 STANDARD
 CONTAINS ONLY THE TECHNICAL CRITERIA, WHEREAS THE FAIR
 HOUSING ACT, THE REGULATIONS AND THE GUIDELINES CONTAIN
 BOTH SCOPING AND TECHNICAL CRITERIA. NOTE IN THE FAIR
 HOUSING GUIDELINE WHEN THE GUIDELINE REFERENCES THE
 ANSI A 117.1 IT IS THE 1986 STANDARD, NOT THE ANSI A
 117.1- 1998.
  
 2 ) 110.2* W. P. B. ADMINISTRATIVE CODE, INFORMATION
 THAT IS REQUIRED FOR RECORD KEEPING & FOR CERTIFICATE
 OF OCCUPANCY:
 A) THE EDITION OF THE CODE UNDER WHICH THE PROJECT
 IS DESIGNED UPDATE WITH THE 2007 SUPPLEMENTS.
 B) THE USE AND OCCUPANCY, IN ACCORDANCE WITH THE
 PROVISIONS OF CHAPTER 3. PLEASE SEE 310.1 CONDOMINIUMS
 ARE CLASSIFIED AS R2, PLEASE CORRECT.
 SHEET A-8.04 DETAILS 7& 8 BOTH INDICATE TOWNHOUSE
 OR TOWNHOUSE CABANA, PLEASE CORRECT, THESE UNITS ARE
 NOT FEE SIMPLE ARE THEY?
 C) THE TYPE OF CONSTRUCTION AS DEFINEDIN CHAPTER 6,
 TABLE 601. PLANS INDICATE A TYPE 1 BUILDING THERE IS NO
 DESIGNATION AS TO IA OR IB.
 D) THE OCCUPANT LOAD, SEE 1004.
 E) IF AN AUTOMATIC SPRINKLER SYSTEM ISPROVIDED F)
 WHETHER THE SPRINKLER SYSTEM IS REQUIRED.
 G) ANY SPECIAL STIPULATIONS & CONDITIONS OF THE
 BUILDING PERMIT
 .
 3) SHEET G-0.03 HEADINGS BOTH CLASSIFICATION AND
 RESIDENTIAL BOTH INDICATE THE OCCUPANCY CLASSIFICATION
 AS A R-1 PLEASE CORRECT TO R-2 , THE COVERSHEET
 INDICATES GRAMERCY COURT CONDOMINIUM, PLEASE CORRECT
 SEE 310.1.
  
 4) SHEET G-0.03 RESIDENTIAL HEADING CODE SECTION 1203.2
 INDICATES CEILING HEIGHTS WHILE THIS SECTION DEALS WITH
 ATTIC VENTILATION.
  
 5) SHEET G-0.03 HEADING GARAGE AGAIN TYPE I BUILDING
 INDICATE "A OR B ". TABLE 503 & TABLE 601.
  
 6) SHEET G-0.03 HEADING BUILDING INSULATION, MISSING
 SECTIONS (NEW TO THE 2004 FBC):
 A)1207.2 AIR BORNE SOUND- SHEET A-8.13 WALL
 RATINGS DO NOT PROVIDE THE (STC) RATING
 B)1207.3 STRUCTURE-BORNE SOUND, FLOOR/CEILING
 ASSEMBLIES (IIC) RATING FLOOR/CEILING ASSEMBLIES
 INDICATE CODE COMPLIANCE
  
 6) SHEET G-002 HEADING SAFEGUARDS, WRONG CODES SECTION
 AND YEAR IN THE REFERENCED STANDARD.2004 FBC CHAPTER
 35 REFERENCED STANDARDS RECOGNIZES ASCE 7-02 .ALSO
 1603.1.4 WIND DESIGN DATA.
 7)THRESHOLD INSPECTION PLANFL 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 STRUCTURALINSPECTION
 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.
  
 8) THRESHOLD INSPECTOR:
 WPB AMENDMENT 105.13.6. W.P.B. CONSTRUCTION SERVICES
 DEPARTMENT REQUEST FOR THRESHOLD BUILDINGS A SPECIAL
 INSPECTOR AS REQUIRED BY FL S 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.
  
 9) THRESHOLD BLDG, REQUIRED STATEMENT:
 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.
  
 10A)PLEASE PROVIDE (3) ORIGINAL SIGNED AND EMBOSSED
 SEAL SOILS REPORTS. 1802.2.1 QUESTIONABLE SOIL. 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.
  
 10B) 1802.2.3 GROUND-WATER TABLE. A SUBSURFACE SOIL
 INVESTIGATION SHALL BE PERFORMED TO DETERMINE WHETHER
 THE EXISTING GROUND-WATER TABLE IS ABOVE OR WITHIN 5
 FEET (1524 MM) BELOW THE ELEVATION OF THE LOWEST FLOOR
 LEVEL WHERE SUCH FLOOR IS LOCATED BELOW THE FINISHED
 GROUND LEVEL ADJACENT TO THE FOUNDATION.
 EXCEPTION: A SUBSURFACE SOIL INVESTIGATION SHALL NOT BE
 REQUIRED WHERE WATERPROOFING IS PROVIDED IN ACCORDANCE
 WITH SECTION 1807 .
 10C)SHEET S1.2 INDICATES THAT GROUND WATER MAY BE AN
 ISSUE IN TIMES OF STORM EVENTS.
 PLEASE SEE 1807.2 DAMPPROOFING, 1807.3. WATERPROOFING
 REQUIRED.
  
 11) NOTE INFORMATIONAL,109.3.10* IMPACT OF
 CONSTRUCTION. ALL CONSTRUCTION ACTIVITY REGULATED BY
 THIS CODE SHALL BE PERFORMED 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 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 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 CERTIFICATION FROM A
 LICENSED ENGINEER SHALL BE SUBMITTED TO THE INSPECTOR
 IN ORDER TO RECEIVE APPROVAL OF THE FINAL INSPECTION.
  
 12) NOTE INFORMATIONAL, 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 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.
  
 13) SHEET A-1.00: BASIC CRITERIA:
 13A)BASIC CRITERIA, PLANS DO NOT INDICATE IF THIS TYPE
 I BUILDING IS A TYPE I-A OR I-B,
 TABLE 503/ TABLE 603. COMMON TO ALL LIFE SAFETY
 SHEETS PLEASE CORRECT.
  
 13B) BASIC CRITERIA, PLANS INDICATE A R1 OCCUPANCY NOT
 A R2 OCCUPANCY SEE SECTION 310.
 CONDOMINIUMS ? R2. COMMON TO ALL LIFE SAFETY
 SHEETS, PLEASE CORRECT.
  
 13C) LIFE SAFETY LEGEND, THE FIRE WALL RATINGS SYMBOLS
 ARE SO SMALL THEY ARE ILLEGIBLE AS TO THE HOUR RATING,
 106.1.2 ADDITIONAL INFORMATION REQUIRED. 706 AND 707.
  
 14) SHEET A-1.01:
 14A) THE FIRST FLOOR PLANS DOES NOT INDICATE A SECTION
 OR NOTE THAT WILL DEAL WITH STAIRS THAT CONTINUE BELOW
 GRADE AND REQUIRED BARRIER AND SIGNAGE (STAIR# 11).
 1019.1.6 DISCHARGE IDENTIFICATION. A STAIRWAY IN AN
 EXIT ENCLOSURE SHALL NOT CONTINUE BELOW THE LEVEL OF
 EXIT DISCHARGE UNLESS AN APPROVED BARRIER IS PROVIDED
 AT THE LEVEL OF EXIT DISCHARGE TO PREVENT PERSONS FROM
 UNINTENTIONALLY CONTINUING INTO LEVELS BELOW.
 DIRECTIONAL EXIT SIGNS SHALL BE PROVIDED AS SPECIFIED
 IN SECTION 1006.3 .
  
 14B) THE LIFE SAFETY PLAN DOES NOT INDICATE TO WHICH
 STAIR THE LOWER LEVEL PARKING GARAGE WAS FIGURED TO,
 JUST THE TOTAL ALLOWABLE LOADS THE STAIRS CAN HANDLE
 AND THE ACTUAL OCCUPANT LOAD. STAIR# 11 IS CONSIDERED A
 CONVERGING STAIR WHERE THE OCCUPANT LOAD FROM ABOVE AS
 WELL AS FROM BELOW WILL BE EXITING AT THE SAME TIME,
 PLEASE INDICATE THE OCCUPANT LOAD FROM BOTH THE LOWER
 LEVEL AND WORST CASE FLOOR LEVEL, MEZZANINE LEVEL,
 PLEASE INDICATE HOW YOU MEET CODE COMPLIANCE?1004.5
 EGRESS CONVERGENCE.
 WHERE MEANS OF EGRESS FROM FLOORS ABOVE AND BELOW
 CONVERGE AT AN INTERMEDIATE LEVEL, THE CAPACITY OF THE
 MEANS OF EGRESS FROM THE POINT OF CONVERGENCE SHALL NOT
 BE LESS THAN THE SUM OF THE TWO FLOORS.
  
 15) SHEET A-102:
 15A) PLEASE PROVIDE THE SQUARE FOOT CALCULATIONS FOR
 THE FIRST FLOOR LOBBY AND THE MEZZANINE LEVEL, IT
 APPEARS TO BE OVER THE 1/3RD FLOOR AREA FOR A
 MEZZANINE. 505.2 AREA LIMITATION.
  
 15B) THE AREA IN QUESTION, THE LOBBY & MEZZANINE, ARE
 OVER THE ALLOWABLE 1/3RD AREA THEN THIS AREA DOES
 QUALIFY AS A 2 STORY ATRIUM. THEN THE REQUIREMENTS OF
 404 WOULD NEED TO BE MET. . CONVERGENCE
  
 16) SHEET A-102 & A-2.2.2 THE RECREATION ROOM# 217 DOES
 NOT PROVIDE THE SQUARE FOOTAGE OR OCCUPANT LOAD FOR
 THIS ROOM, PLEASE PROVIDE.2,115 SQ FT / 7= 303
 OCCUPANT LOAD. PLEASE SEE TABLE 1014.1 REQUIRING TWO
 MEANS OF EGRESS .
  
 17)SHEET A-102 & A-2.22 THE RECREATION ROOM# 217
 DOES NOT INDICATE WALL TYPE AND FIRE RATINGS WITH WALL
 TAGS, PLEASE PROVIDE FOR CODE COMPLIANCE.
  
 18) SHEET A-101 & A-2.12 STAIR# 11DOOR 150 SWINGS
 AGAINST THE EGRESS PATTERN WITH AN OCCUPANT LOAD
 GREATER THAN 50. 108.1.2. PLEASE CORRECT.
  
 19)SHEET A-2.10:
  
 19A)THE HANDICAPPED RAMP THAT LEADS INTO THE CORRIDOR
 101 PLEASE PROVIDE THE WIDTH OF THE RAMP AND DIMENSIONS
 FOR THE TOP LANDING, BOTTOM LANDING AND TURNING RADII
 LOCATED AT BOTH ENDS OF THE RAMP. PLANS INDICATE SEE
 A-2.12 FOR RAMP DETAILS AND DIMENSIONS. PLEASE SEE FAIR
 HOUSING GUIDELINES ANSI 4.8. 405.7.4 CHANGE IN
 DIRECTION.
  
 19B) STAIR NUMBER (1) DETAILS FOUND ON A-5.01.1 DETAIL
 2AT DOOR 105 DOES NOT DEPICT THE
 HANDRAIL ACCURATELY, IT EXTENDS PAST THE STEP THE
 REQUIRED 11? BUT DOES NOT PROJECT THE HORIZONTAL 12?
 SEE FIGURE 505.10.3.BOTTOM HANDRAIL EXTENSIONS AT
 STAIRS. THIS IS COMMON TO A LOT OF STAIRS WHERE AND
 DOORWAYS OCCUR. SEE SHEET A-5.10 THIS IS ONE SHEET
 WHERE THE 11? THAT EXTENDS BEYOND THE FIRST RISER DOES
 NOT EVEN HAVE ENOUGH ROOM. ALSO SEE 1009.11.5 CONTINUE
 TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM
 RISER. THIS COMMENT WILL NOT BE COPIED FOR EACH
 INSTANCE WHERE A CODE VIOLATION OCCURS. THIS SITUATION
 DOES OCCUR REPEATEDLY.
  
 19C) SHEET A-5.10 STAIR 13 LOWER LEVEL ALSO HAS A
 COLUMN THAT STICKS INTO THE CLEAR WIDTH OF THE STAIR
 WAY REDUCING THE EFFECTIVE WIDTH OF THE STAIR, THE LIFE
 SAFETY PLAN DOES NOT INDICATE THE AMOUNT OF OCCUPANTS
 PER STAIR, 1003.3.3 HORIZONTAL PROJECTIONS.
 ELEMENTS CANNOT PROJECT OVER A WALKING SURFACE MORE
 THAN 4 INCHES (102 MM) WHEN THEY ARE LOCATED BETWEEN 27
 AND 80 INCHES (686 AND 2032 MM) ABOVE THE FLOOR.
 HANDRAILS CAN PROJECT UP TO 4 ? INCHES (114 MM) FROM
 THE WALL.
  
 19D) DETAILS A-5.02 STAIRWAYS DETAIL 3 & 6 DO NOT MEET
 THE FAIR HOUSING ANSI A-117.1 SECTION DOES NOT MEET THE
 REQUIREMENTS OF 404.2.6 TWO DOORS IN SERIES. THIS
 COMMENT WILL NOT BE COPIED FOR EACH INSTANCE WHERE A
 CODE VIOLATION OCCURS. THIS SITUATION DOES OCCUR
 REPEATEDLY.
  
 20) SHEET A-3.10
 20A) SOME OF THE A/C CLOSETS IN THE EXIT ACCESS
 CORRIDORS ARE MISSING THE DOOR IDENTIFICATION NUMBER,
 AND OTHERS SUCH AS DOOR 11 & 16 DO NOT SHOW UP ON THE
 DOOR SCHEDULE FOR THE COMMON AREAS. 106.1.2 ADDITIONAL
 INFORMATION REQUIRED.
  
 20B) IN THE AREAS AROUND THE A/C CLOSETS IT CAN NOT BE
 DETERMINED WHERE THE RATED WALL IS LOCATED , NO WALL
 MARKERS AND THE DOORS DO NOT SHOW UP ON THE DOOR
 SCHEDULE TO INDICATE FIRE RATINGS, PLEASE PROVIDE BOTH
 THE DOOR IDENTIFICATION AND WALL RATINGS, 106.1.2
 ADDITIONAL INFORMATION REQUIRED, TABLE 1016 & TABLE
 715.3. SHEET A-2.10 THERE ALSO THE DOOR TAGS ARE
 MISSING.. IN OTHER AREAS WHERE THERE ARE WALL MARKERS
 IT INDICATESA 2C TYPE WALL ON THE WALL COMMON TO THE
 INDIVIDUAL UNITS, THESE WALLS ARE TO BE FIRE RATED SEE
 TABLE 1016.THIS COMMENT WILL NOT BE COPIED FOR EACH
 INSTANCE WHERE A CODE VIOLATION OCCURS. THIS SITUATION
 DOES OCCUR REPEATEDLY ON THE FIRST FLOOR.
  
 20C) THIS COMMENT WILL SERVE FOR ALL CASES WHERE THIS
 VIOLATION OCCURS. NOTICEABLY THERE IS A NUMBER OF
 VERTICAL EXITS THAT ARE LOCATED IN THE CENTER OF THE
 BUILDING AND EMPTY OUT INTO CORRIDORS THAT LEAD TO THE
 EXTERIOR OF THE BUILDING, THIS IS HOW THE PLAN IS
 CURRENTLY DEPICTED.
  
 20C) 1) NOTE ONCE YOU ARE IN A 2 HR RATED VERTICAL EXIT
 THE SAME AMOUNT OF PROTECTION AS IF IN THE VERTICAL
 EXIT (1020.1), THIS MEANS 2 HR ENCLOSURE.
  
 20C) 2) THE FLOOR, WALLS AND CEILING WILL ALL HAVE TO
 HAVE THE 2 HOUR RATING, IF THE WALLS GO ALL THE WAY UP
 TO THE FLOOR SLAB ABOVE THEN THE CEILING DOES NOT NEED
 TO BE RATED. SEE 1020.3, THERE CAN BE NO MECHANICAL
 SYSTEMS, PLUMBING, ELECTRICAL SYSTEMS IN THIS ENCLOSURE
 BUT THAT REQUIRED FOR THE ENCLOSURE JUST LIKE THE
 VERTICAL EXIT.
  
 20C) 3)REMEMBER THIS IS CONSIDERED AN EXTENSION TO
 THE EXIT, THE OBJECTIVE IS TO MINIMIZE FIRE FROM
 SPREADING INTO THE EXIT PASSAGEWAY AND ENDANGERING THE
 OCCUPANTS OR EVEN PREVENTING THE USE OF THE EXIT AT A
 TIME WHEN IT IS NEEDED MOST. THE LIMITATION ON OPENINGS
 APPLIES REGARDLESS OF THE FIRE PROTECTION RATING OF THE
 OPENING PROTECTIVE. ROOMS THAT NORMALLY DO NOT OPEN
 INTO THE EXIT OR EXIT PASSAGEWAY ARE BUT NOT LIMITED TO
 TOILET ROOMS, ELECTRICAL/ MECHANICAL EQUIPMENT ROOMS
 AND JANITORIAL CLOSETS. ALSO NOTE THAT ELEVATORS CAN
 NOT OPEN DIRECTLY INTO AN EXIT PASSAGEWAY PLEASE SEE
 1020.4 OPENINGS AND PENETRATIONS.
  
 20C) 4) PENETRATIONS, INTO AND OPENINGS THROUGH AN EXIT
 PASSAGEWAY ARE PROHIBITED EXCEPT FOR THE REQUIRED EXIT
 DOORS, EQUIPMENT AND DUCTWORK NECESSARY FOR THE
 INDEPENDENT PRESSURIZATION, SPRINKLER PIPING,
 STANDPIPES, ELECTRICAL RACEWAY FOR THE FIREDEPARTMENT
 COMMUNICATION AND ELECTRICAL RACEWAY SERVING THE EXIT
 PASSAGEWAY AND TERMINATINGAT A STEEL BOX NOT
 EXCEEDING 16 SQ INCHES SUCHPENETRATIONS SHALL BE
 PROTECTED IN ACCORDANCE WITH 712.
  
  
  
 20D) IN REVIEWING THE WALLIDENTIFICATION FOUND ON
 SHEETA-8.1.3 THE WALLS THAT SEPARATE THE CONDO UNITS
 FROM EACH OTHER AND THE COMMON AREAS ARE MISSING THE
 SOUND TRANSMISSION COEFFICIENT, PLEASE SEE 1207
 AIR-BORNE SOUND.
  
 20E) PLEASE ALSO PROVIDE CODE COMPLIANCE FOR 1207.3
 STRUCTURAL-BORNE SOUND TRANSMISSION.
  
 20F) A-3.10 PROVIDES THE WALL TYPES FOR THE SHAFT THAT
 ENCLOSES THE TRASH CHUTE. THERE IS NO WALL
 IDENTIFICATION TAGS FOR THE SHAFT WALL SURROUNDING THE
 TRASH CHUTE.707.4 REQUIRES A 2HR FIRE RATING, PLEASE
 CORRECT. THIS COMMENT WILL NOT BE COPIED FOR EACH
 INSTANCE WHERE A CODE VIOLATION OCCURS. THIS SITUATION
 DOES OCCUR REPEATEDLY.
  
 21) SHEET A-3.13:
 21A) CORRIDOR 101 DOES NOT PROVIDE ANY WALL RATINGS NOR
 ANY DOOR IDENTIFICATION.
 707.4, TABLE 1016 & TABLE 715.3
  
 21B) STAIR# 9 AND ELEVATOR# 9 ARE MISSING WALL TAGS,
 SHAFTS, 707.4, TABLE 1016 &
 TABLE 715.3.
  
 22) SHEET A-3.14:
 22A) THERE ARE TWO RAMPS LOCATED ON THE EXTERIOR OF THE
 BUILDING, NO INFORMATION ON SLOPE OF RAMP OR HANDRAILS.
 FAIR HOUSING ANSI A117.1- 98405.7.1 SLOPE AND 405.8
 HANDRAILS.
  
 23) SHEET A3.15, PLEASE PROVIDE INFORMATION FOR THE
 WHEEL CHAIR LIFT PER FAIR HOUSING ANSI A 117.1- 408.
  
 24SHEET A-3.16:
 24A) PLANS DO NOT INDICATE WALL IDENTIFICATION TAGS FOR
 WALL RATINGS.TABLE 1016 & TABLE 715.3.
  
 24B) PLANS DO NOT PROVIDE INFORMATION FOR THE RAMP
 LOCATED ON THE EXTERIOR OF THE BUILDING. FAIR HOUSING
 ACT ANSI A117.1 SEE SECTION 405.1- 405.10.
  
 24C) PLEASE PROVIDE THE DIMENSION FROM THE EXIT DOOR TO
 THE PROPERTY LINE. 1023.3 EXIT DISCHARGE LOCATION.
 EXTERIOR BALCONIES, STAIRWAYS AND RAMPS SHALL BE
 LOCATED AT LEAST 10 FEET (3048 MM) FROM ADJACENT LOT
 LINES AND FROM OTHER BUILDINGS ON THE SAME LOT UNLESS
 THE ADJACENT BUILDING EXTERIOR WALLS AND OPENINGS ARE
 PROTECTED IN ACCORDANCE WITH SECTION 704 BASED ON FIRE
 SEPARATION DISTANCE. ALSO SEE 1023.5.2.
  
 24D) PLEASE PROVIDE THE RATING OF THE EXTERIOR WALL
 NEXT TO THE PROPERTY LINE AND OPENING PROTECTIVE. TABLE
 602 & TABLE 704.8.
  
 24E) ON THE RIGHT SIDE OF THE SHEET WHAT APPEARS TO BE
 THE PROPERTY LINE THE EXTERIOR DOORS SWING OVER THE
 PROPERTY LINE. 3202.2.
  
  
 25) SHEET A-3.18:
 25A)DEPENDING ON THE OUT COME OF COMMENT 15A-B THE
 STAIR# 11 MAY NOT BE USED AS A VERTICAL EXIT ENCLOSURE
 SINCE THE STAIR DOES NOTCONTINUE TO THE EXTERIOR OF
 THE BUILDING AND DOES CONNECT WITH THE LOWER FLOOR. IF
 THE CALCULATIONS ON THE SO CALLED MEZZANINE LEVEL ARE
 OVER 30 5 OF THE FIRST FLOOR SQUARE FOOT AREA THEN IT
 WILL BE CONSIDERED A 2ND FLOOR AND EXCEPTION 8 AND 9 OF
 1019.1 CAN NOT BE USED .
  
 25B) PLEASE INDICATE HOW THE ACCESSIBLE ENTRANCE TO THE
 RESIDENCE LOBBY, PLEASE SHOW CHANGE IN GRADE. FAIR
 HOUSING ANSIA117.1 303.1.
  
 25C) PLEASE PROVIDE INFORMATION ON THE PRIVATE
 ELEVATORS, SEE ANSI A117.1 1002.7 OR 1003.7.
  
 26) SHEET A-3.20:
 26A) PLEASE PROVIDE WALL TAGS FOR ELEVATOR# 1, TABLE
 704.8 & 1016.1.
  
 26B) PLEASE PROVIDE ADDITIONAL INFORMATION IT APPEARS
 THAT A WON DOOR IS BEING INSTALLED IN FRONT OF THE
 ELEVATOR PROVIDE RATING.
  
 26C) TRASH CHUTE DOORS 204 &205, (THIS COMMENT WILL NOT
 BE COPIED FOR EACH INSTANCE WHERE A CODE VIOLATION
 OCCURS. THIS SITUATION DOES OCCUR REPEATEDLY FOR THE
 2ND FLOOR AND FLOORS ABOVE), SEE 707.13.3. ? HR
 SELF-CLOSING OR AUTOMATIC-CLOSING UPON DETECTION OF
 SMOKE.
  
 27) SHEET A-3.23:
 27A) AT ELEVATOR# 9 THERE IS A SHAFT ENCLOSURE BUT NO
 WALL TAG INFORMATION IS PROVIDED.SEE 707.4.
  
 27B) UNIT ?G? THE A/C CLOSET IS NOT SHOWN ON THE UNIT
 DOOR SCHEDULE, CLOSET # 11 IS MARKED ON THE DOOR
 SCHEDULE AS THE A/C CLOSET, DISCREPANCY 106.1. THIS
 SITUATION DOES OCCUR REPEATEDLY AND WILL NOT BE COPIED
 FOR EACH INSTANCE.
  
 28) SHEET# A-3.26 PLEASE PROVIDE WALL IDENTIFICATION
 TAG FOR SHAFT NEXT TO STAIR# 10 AND ACROSS THE
 CORRIDOR. PLEASE SEE 707.4.
  
 29) SHEET A-3.28:
 29A) PLEASE PROVIDEFOR THE RECREATION RESTROOMS
 DIMENSIONS FOR BOTH DIRECTIONS IN THE DISABLED
 RESTROOMS AND PROVIDE THE TURNING RADIUS. FAIR HOUSING
 ACT, ANSI A117.1-303.4.1 TURNING RADIUS.
  
 29B) THE MEZZANINE LEVEL, PLEASE PROVIDE A CUT SECTION
 THROUGH THE WHAT MAY BE A HAND RAIL OR GLASS WALL,
 PLANS ARE NOT CLEAR AS TO WHAT THIS ELEMENT MAY BE?
 106.1.2 ADDITIONAL INFORMATION REQUIRED, 404.5,
 EXCEPTION# 1.
  
 29C) PLEASE PROVIDE A SECTION THROUGH AND DETAILS OF
 WHAT MAY APPEAR AS A SERVING TABLE OR POSSIBLE GALLEY
 KITCHEN, 106.1.2 ADDITIONAL INFORMATION REQUIRED.
  
 29D) PROVIDE SECTION THROUGH OF THE CURTAIN WALL SYSTEM
 AND TYPE OF GLAZING AND SAFETY GLAZING , PLEASE SEE
 2406.3.
  
 30) SHEET A3.30:
 30A) PLEASE PROVIDE IF THE SHAFT ADJACENT TO THE A/C
 CLOSET IS FOR WITHIN THE UNIT OR FOR MORE THAN 2
 FLOORS? ADDITIONAL INFORMATION REQUIRED 106.1.2. THIS
 ALSO HOLDS TRUE FOR THE SHAFT THAT IS LOCATED BETWEEN
 BEDROOMS.
  
 31) SHEET A-3.31:
 31A)PLEASE PROVIDE ADDITIONAL INFORMATION FOR THIS
 AREA, EITHER ON THE LIFE SAFETY PLAN OR THIS SHEET
 PROVIDE THE SQ FT OF THIS ROOM THE AREA IN SQ FT PER
 OCCUPANT AND THE OCCUPANT LOAD SEE TABLE 1004.1.2. WITH
 SIGNIFICANT DIFFERENCES IN SQUAREFEET AND OCCUPANT
 LOADING THAN SHEET A-1.03 A ROUGH CALCULATION OF THE
 EXTERIOR BALCONY, AND SOCIAL ROOM 5724 SQ FT / 7= 817
 OCCUPANT LOAD NEITHER THE DOORWAYS NOR STAIRS WILL
 HANDLE THIS AMOUNT OF PEOPLE. TABLE 1018.1 WOULD ALSO
 REQUIRE A THIRD EXIT. PLANS DO NOT INCLUDE TABLE AND
 CHAIR LAYOUT SO THE MORE RESTRICTIVE OCCUPANT LOADING
 OF 7 SQ FT PER PERSON WILL BE USED TO DETERMINE
 OCCUPANT LOADING.
  
 31B) THE RECREATION DECK BELOW THE FIRE RATINGS ON THE
 COLUMNS IS PROVIDED, THEY ARE MISSING ON THIS DECK,
 TABLE 601.
  
 31C) ADDITIONAL COMMENTS MAY APPEAR FROM THE NEXT
 REVIEW, PLEASE PROVIDE CUT SECTIONS AND DETAILS OF THE
 BAR AND KITCHEN ELEMENTS SO THEY MAY REVIEWED FOR FAIR
 HOUSING REQUIREMENTS, ANSI A-117.1.
  
 31D) PLANS ARE NOT CLEAR WHERE THE ROTUNDA PORTION OF
 THE SOCIAL ROOM, A HASHED LINE IN FRONT OF THE WINDOWS
 IS NOT CLEAR, IF THIS IS TRULY WHERE THE DECK STOPS AND
 THE GLASS WOULD ACTUALLY BE CURTAIN-WALL DESIGN?
 ADDITIONAL INFORMATION IS REQUIRED.106.1.2.
  
 31E) PLEASE PROVIDEFOR THE SOCIAL ROOM RESTROOMS
 DIMENSIONS FOR BOTH DIRECTIONS IN THE DISABLED
 RESTROOMS AND PROVIDE THE TURNING RADIUS. FAIR HOUSING
 ACT, ANSI A117.1-303.4.1 TURNING RADIUS.
  
 31F) THE CATERING KITCHEN INDICATES A FIRE RATED CHASE
 BUT NO WALL IDENTIFICATION TAGS ARE PROVIDED, SEE 707.4
 SHAFTS.
  
 31G) THE PLANS ARE MISSING INFORMATION ON WALL TAGS ON
 STAIR# 8, SHAFTS 707.4.
  
 32)SHEET A3.41.PLEASE REFIGURE SQUARE FOOT AREA FOR
 THIS DECK, SHEET A-1.04 INDICATES 2160 SQ FT, PLEASE
 RECALCULATE IF TABLES AND CHAIRS ARE SHOWN THEN THE 15
 SQ FT PER PERSON, NET IS ALLOWABLE, TABLE 1004.1.2 NET
 IS WALL LINE NOT CABINET LINE.
  
 33)SHEETS A-3.70-A-3.72:
 33A) INDICATE AN INTERIOR CORRIDOR WITH ELEVATOR
 LANDINGS BUT NO ELEVATOR LOBBY, PLEASE SEE 707.14.1.
  
 33B) PLANS A-3.71 AND A-3.72 INDICATE THE INTERIOR
 CORRIDOR CONTINUES BUT THE MIDDLE 7 UNITS ARE NOT
 DEPICTED, 106.1.2 ADDITIONAL INFORMATION REQUIRED.
  
 33C) UNIT DOORS ARE NOT FIRE RATED TABLE 715.3 CORRIDOR
 WALLS 1HR DOORS 20 MINUTES.
  
 33D) ELEVATOR MACHINE ROOM WALLS 2 HR RATED, OPENING
 PROTECTIVES 1 ? HR TABLE 715.3.
  
 33E) PLANS A-3.70- A-3.72 TRASH CHUTE WALLS DO NOT HAVE
 WALL IDENTIFICATION TAGS FOR FIRE RATING, 707.4.
  
 33F) PLEASE PROVIDE THE MANUFACTURERS SPECIFICATION FOR
 THE BAR-B-Q GRILL, PLANSINDICATE THE USE OF GRILL
 UNDER ROOF IN SOME CABA?AS. ADDITIONAL INFORMATION
 REQUIRED 106.1.2/
 2801.1. BARBECUES SHALL COMPLY WITH THE FLORIDA
 BUILDING CODE, MECHANICAL.
  
 34) UNIT KITCHENS:
 34A) NOTE THE PLANS DO NOT PROVIDE THE CLEAR FLOOR
 SPACE AT EACH OF THE APPLIANCES. FAIR HOUSING ANSI
 A-117.1 804.7.1. CLEAR FLOOR OR GROUND SPACE. ON ALL OF
 THE KITCHEN UNITS
 PROVIDE THE CLEAR FLOOR SPACE REQUIRED FOR EACH
 APPLIANCE ON PLANS. IF THE PARALLEL APPROACH IS
 INDICATED, NOTE THIS APPROACH IS TO BE CENTERED ON THE
 APPLIANCE.
  
 34B) PLEASE REVIEW KITCHENS FOR THE REQUIRED 40? CLEAR
 FOR GALLEY KITCHENS AND THE 60? FOR
 U-SHAPED KITCHENS NOTE THIS SPACE CAN BE REDUCED IF THE
 END OF THE U-SHAPED KITCHEN HAS A SINK AND REMOVABLE
 BASE CABINET OR A COOK TOP AND REMOVABLE BASE CABINET.
 A-3.10UNIT A-GRND INDICATES A OVEN AT THE END OF A
 U-SHAPED KITCHEN PLEASE SEE FAIR HOUSING GUIDELINES
 CHAPTER 7.
  
 34C) SHEET A-3.20 UNIT A INDICATES A OVEN AT THE REAR
 OF A 40? WIDE U-SHAPED KITCHEN, PLEASE CORRECT. SEE
 FAIR HOUSING GUIDELINES CHAPTER 7.
  
 34D) A-3.24 UNIT ?N? LESS THAN THE 40 INCHES REQUIRED
 BETWEEN COUNTERTOP AND ADJACENT WALL. ANSI A-117.1
 804.2.2/40INCHES REDUCED SPACE WITH REMOVAL BASE AT
 COUNTER COOK TOP.
  
 34E) A-3.26 UNIT ?U? AND ?U-R? LESS THAN THE 40 INCHES
 REQUIRED BETWEEN COUNTERTOP AND ADJACENT WALL. ANSI
 A-117.1 804.2.2 SEE DISHWASHER AND ADJACENT WALL.
  
 34F)A-3.31 SOCIAL ROOM BAR AND KITCHEN, THE PLANS DO
 NOT PROVIDE ANY ELEMENTS TO REVIEW
 FOR FAIR HOUSING GUIDELINES PERTAINING TO COMMON
 ACCESSIBLE AREAS. CHAPTER 2 OF THE FAIR HOUSING
 GUIDELINE.
  
 34G) A-3.41 SOCIAL DECK- PLANS ARE INCOMPLETE AS TO THE
 BAR AND GRILL AREA. THE PLANS DO NOT PROVIDE ANY
 ELEMENTS TO REVIEW FOR FAIR HOUSING GUIDELINES
 PERTAINING TO COMMON ACCESSIBLE AREAS. CHAPTER 2 OF THE
 FAIR HOUSING GUIDELINE.
  
 35) PLEASE PROVIDE THE DETAILS FOR COMPLIANCE FOR
 ELEVATOR CARS TOACCOMMODATE AMBULANCE
 STRETCHERS.3002.4.
 36) THE 500 SERIES ARCHITECTURAL SHEETS FOR STAIRWELLS
 FAIL TO PROVIDE DETAILS FOR A STANDPIPE, PLEASE PROVIDE
 COMPLIANCE WITH:905.1 GENERAL STANDPIPE SYSTEMS SHALL
 BE PROVIDED IN ALL NEW BUILDINGS IN WHICH:
 1.THE HIGHEST FLOOR IS GREATER THAN 30 FEET (9144
 MM) ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE
 ACCESS; OR
 2.THE HIGHEST FLOOR IS MORE THAN THREE STORIES
 ABOVE GRADE; OR
 3.THE LOWEST FLOOR IS MORE THAN ONE STORY BELOW
 GRADE; OR
 4.THE LOWEST FLOOR IS MORE THAN 20 FEET (6.1 M)
 BELOW GRADE.
  
 37)THE INDEX SHEET DOES NOT INDICATE THE PRESENCE OF
 FIRE SPRINKLERS.903.2.7 GROUP R
 AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE
 WITH SECTION 903.3 SHALL BE PROVIDED THROUGHOUT ALL
 BUILDINGS WITH A GROUP R FIRE AREA.
 903.6.1 ANY BUILDING WHICH IS OF THREE STORIES OR MORE
 IN HEIGHT SHALL BE EQUIPPED WITH AN APPROVED AUTOMATIC
 SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION
 903.1 .
  
 38) SHEET S).1
 38A) PLEASE UPDATE THE FBC BASE CODE TO ACCOMPANY THE
 2007 SUPPLEMENTS TO THE FBC BUILDING.
  
 38B) WIND LOADS ARE INDICATED AS FROM VARYING MEAN ROOF
 HEIGHTS, PLEASE SEE THERE CAN ONLY BE ONE MEAN ROOF
 HEIGHT OF THE BUILDING, SEE DEFINITIONS FOR MEAN ROOF
 HEIGHT. IN AS SUCH THE BUILDING MEAN ROOF HEIGHT
 (HIGHEST ROOF) WILL BE USED FOR THE NEGATIVE PRESSURES
 ON THE BUILDING. THE POSITIVE PRESSURES DO BUILD FROM
 THE GRADE AND BUILD AS THE HEIGHT OF THE BUILDING
 INCREASES.
  
 39) S1.1B PLEASE PROVIDE ADDITIONAL INFORMATION AS TO
 THE SHEET PILE LOCATED ON THIS SHEET.
 PLANS INDICATE SHEET PILE BY OTHERS. PLEASE PROVIDE
 INFORMATION 106.1.2. 1808.2.21 PIER OR PILE LOCATION
 PLAN. A PLAN SHOWING THE LOCATION AND DESIGNATION OF
 PIERS OR PILES BY AN IDENTIFICATION SYSTEM SHALL BE
 FILED WITH THE BUILDING OFFICIAL PRIOR TO INSTALLATION
 OF SUCH PIERS OR PILES. DETAILED RECORDS FOR PIERS OR
 INDIVIDUAL PILES SHALL BEAR AN IDENTIFICATION
 CORRESPONDING TO THAT SHOWN ON THE PLAN.
  
 40) 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 ANDASTM 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.
  
 41)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) FIXED GLASS
 B) STOREFRONT
 C) OPERABLE WINDOWS
 D) MULLIONS
 E) GLAZED SWING DOORS SINGLE AND PAIRS
 F) GLAZED DOORS W EITHER SIDELIGHTS AND OR TRANSOMS
 NOTE PRODUCT APPROVAL MAY OR MAY
 NOT INCLUDE MULLIONS
 F) GLAZED AUTOMATIC BYPASS DOORS
 G) EXTERIOR METAL EXTERIOR DOORS
 H)OVERHEAD GARAGE DOORS
 I) LOUVERS
 J) EFIS WALL SYSTEMS
 K) ROOF TOP A/C PRE-ENGINEERED STANDS
 L) WOOD CONNECTORS AND ANCHORS
 M) ROOFING ASSEMBLIES
  
 42)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 APPLICATION FOR LOCAL PRODUCT APPROVAL OR
 SITE SPECIFIC FORM PER RULE 9B-72. SEE ATTACHMENT.
 WWW.FLORIDABUILDING.ORG
  
 43) 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.
  
 44) 1714.5.5 MULLIONS OCCURRING BETWEEN INDIVIDUAL
 WINDOW AND GLASS DOOR ASSEMBLIES. 1714.5.5.1 MULLIONS.
 MULLIONS, OTHER THAN MULLIONS WHICH ARE AN INTEGRAL
 PART OF A WINDOW OR GLASS DOOR ASSEMBLY TESTED AND
 LABELED IN ACCORDANCE WITH SECTION 1714.5.2.1 , SHALL
 BE TESTED BY AN APPROVED TESTING LABORATORY OR BE
 ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING
 PRACTICE. BOTH METHODS SHALL USE PERFORMANCE CRITERIA
 CITED IN SECTIONS 1714.5.5.2 , 1714.5.5.3 AND
 1714.5.5.4 .
  
 45)THE PRODUCT APPROVALS NOW REQUIRE MULLIONS TO BE
 ATTACHED TO THE STRUCTURE.
 1714.5.5.2 LOAD TRANSFER. MULLIONS SHALL BE DESIGNED TO
 TRANSFER THE DESIGN PRESSURE LOADS APPLIED BY THE
 WINDOW AND DOOR ASSEMBLIES TO THE ROUGH OPENING
 SUBSTRATE.
 1714.5.5.4 STRUCTURAL SAFETY FACTOR.
 MULLIONS SHALL BE CAPABLE OF RESISTING A LOAD OF
 ONE-AND-ONE-HALF TIMES THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TO BE
 SUPPORTED WITHOUT EXCEEDING THE APPROPRIATE MATERIAL
 STRESS LEVELS. IF TESTED BY AN APPROVED LABORATORY, THE
 ONE AND ONE-HALF TIMES THE DESIGN PRESSURE LOAD SHALL
 BE SUSTAINED FOR 10 SECONDS, AND THE PERMANENT
 DEFORMATION SHALL NOT EXCEED 0.4 PERCENT OF THE MULLION
 SPAN AFTER THE ONE-AND-ONE-HALF TIMES DESIGN PRESSURE
 LOAD IS REMOVED.
  
 46) SHEET A-8.01 DETAIL# 19 INDICATES A WOOD BUCK WITH
 A BEVELED SIDE, PLEASE SEE 1714.5.4.2BUCKS SHALL
 EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR DOOR
 FRAME SUCH THAT FULL SUPPORT OF THE FRAME IS PROVIDED.
 SHIMS SHALL BE MADE FROM MATERIALS CAPABLE OF
 SUSTAINING APPLICABLE LOADS, LOCATED AND APPLIED IN A
 THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS.
 ANCHORS SHALL BE PROVIDED TO TRANSFER LOAD FROM THE
 WINDOW OR DOOR FRAME ASSEMBLY TO THE SECURED WOOD BUCK.
  
  
  
 47)BEFORE ISSUANCE OF A PERMIT THE CONTRACTOR WILL
 NEED TO SUPPLY THE FOLLOWING INFORMATION FOR A BUILDING
 (ROOF) PERMIT.THIS ROOF IS MISSING OR NOT IN
 COMPLIANCE WITH THE FOLLOW ITEMS:
 ___ CONTRACTOR DID NOT INDICATE THE ROOF PITCH.
 ___ CONTRACTOR FAILED TO INDICATE WHICH SUB-SYSTEM TO
 BE USED.
 ___ THE SYSTEM PROVIDED HAS A LOWPRESSURE FOR ZONE
 _2&3__ .
 ___ THE SYSTEM PROVIDED STATESLIMITATION# 7,
 SHOULD THE FASTENERRESISTANCE BE LESS THAN THAT
 REQUIRED, AS DETERMINED BY THE BUILDING OFFICIAL, A
 REVISEDFASTENER 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.
  
 48)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.
  
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved