Plan Review Notes
Plan Review Notes For Permit 08020128
Permit Number 08020128
Review Stop B
Sequence Number 1
Notes
Date Text
2008-04-01 09:24:16BUILDING PLAN REVIEW
 PERMIT: 08020128 (PLAN REVIEW)
 ADD: 1760 PALM BEACH LAKES
 CONT: RYAN COMPANIES
 TEL: (621)677-7235
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 ARCHITECTURAL FIRM: RSP ARCHITECTURAL GROUP
 STEVEN J. FAUTSCH
 AR# 93674
  
 ENGINEERING FIRM TRC WORLD WIDE ENGINEERING
 MARCUS O. UNTERWEGER
 PE#63860
  
 BUILDING TYPE: I-B/ FULLY SPRINKLERED
 REVIEW
 ACTION: DENIED
  
 1A) 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 DOCUMENTS WEST 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 713.13 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.
  
 1E) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW)
 AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE 2004 FBC
 BUILDING WITH THE 2007 SUPPLEMENTS. PLEASE CORRECT
 SHEET G001 BUILDING CODE INFORMATION. PLEASE NOTE THAT
 IF A PERMIT APPLICATION WILL NEED TO BE APPLIED FOR
 BEFORE OCT 1, 2008 TO LOCK THIS PROJECT IN UNDER THE
 2004 FBC. OCT 1, 2008 THE 2007 FBC
 WILL GO INTO AFFECT.
  
 2) FBC* 109.3.7 RESIDENT INSPECTOR. SUBMIT INSPECTOR
 RESUME' AND LICENSE DOCUMENTS TO HAROLD PISKURA,
 DIRECTOR OF THE RESIDENT INSPECTOR PROGRAM. A RESIDENT
 INSPECTOR PROGRAM IS REQUIRED, ON THIS PROJECT, DUE TO
 ONE OR MORE OF THE FOLLOWING:
 XXX -BUILDINGS/ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 - ANY MAJOR STRUCTURAL ALTERATIONS
 - STRUCTURES IN WHICH THE CONCRETE
 DESIGN IS BASED ON COMPRESSIVE STRENGTH (F'C) IN EXCESS
 OF 3000 PSI
 - PILE DRIVING
 XXX - BUILDINGS OVER 20,000 SQ FT IN AREA
 - BUILDINGS OVER 2 STORIES IN HEIGHT
 - BUILDING/STRUCTURES OF UNUSUAL DESIGN OR METHODS OF
 CONSTRUCTION
  
 3) FBC* 109.3.7 SINCE A RESIDENT INSPECTOR WILL
 REQUIRED, THREE OF ALL DOCUMENTS (PLANS, REPORTS,
 SUBMITTALS AND PRODUCT APPROVALS) WILL BE REQUIRED FOR
 ISSUANCE OF THE PERMIT.
  
 4) SOILS REPORTS 2 REPORTS WERE SUBMITTED, PLEASE
 SUBMIT THREE REPORTS WITH ORIGINAL SIGNATURES, NOT
 COPIES OR STAMPED SIGNATURES. 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 .
  
 5) 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.
  
 6) 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.
  
 7) 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.
  
 8) SHEET G001 THE BUILDING CODE INFORMATION :
 8A) THE PLANS INDICATE THIS TO HAVE A S2 AND M
 OCCUPANCY PLEASE SEE CODE SECTIONS THAT WOULD CLASSIFY
 THIS AS A MIXED USE BUILDING, NOT THE NON-SEPARATED USE
 AS INDICATED IN YOUR CODE ANALYSIS.
  
 406.2.7MIXED OCCUPANCIES. PARKING GARAGES SHALL BE
 SEPARATED FROM OTHER OCCUPANCIES IN ACCORDANCE WITH
 SECTION 302.3.2 .
  
 406.3.4 PLEASE SEE ALLOWABLE MIXED USES ALLOWED IN THE
 SAME BUILDING AS A OPEN PARKING GARAGE.302.3 MIXED USE
 AND 508.7 A, B, M & R OCCUPANCIES.
  
 302.3.2 SEPARATED USES.
 EACH PORTION OF THE BUILDING SHALL BE INDIVIDUALLY
 CLASSIFIED AS TO USE AND SHALL BE COMPLETELY SEPARATED
 FROM ADJACENT AREAS BY FIRE BARRIER WALLS OR HORIZONTAL
 ASSEMBLIES OR BOTH HAVING A FIRE-RESISTANCE RATING
 DETERMINED IN ACCORDANCE WITH TABLE 302.3.2 FOR USES
 BEING SEPARATED. EACH FIRE AREA SHALL COMPLY WITH THIS
 CODE BASED ON THE USE OF THAT SPACE. EACH FIRE AREA
 SHALL COMPLY WITH THE HEIGHT LIMITATIONS BASED ON THE
 USE OF THAT SPACE AND THE TYPE OF CONSTRUCTION
 CLASSIFICATION. IN EACH STORY, THE BUILDING AREA SHALL
 BE SUCH THAT THE SUM OF THE RATIOS OF THE FLOOR AREA OF
 EACH USE DIVIDED BY THE ALLOWABLE AREA FOR EACH USE
 SHALL NOT EXCEED ONE.
  
 TABLE 302.3.2 WILL REQUIRE A 2HR RATING BETWEEN THE S2
 AND MERCANTILE OCCUPANCIES.
 ALSO SEE SECTION 508.7.1 FIRE SEPARATION.
  
 508.7.1 FIRE SEPARATION
 FIRE SEPARATION ASSEMBLIES BETWEEN THE PARKING
 OCCUPANCY AND THE UPPER OCCUPANCY SHALL CORRESPOND TO
 THE REQUIRED FIRE-RESISTANCE RATING PRESCRIBED IN TABLE
 302.3.2 FOR THE USES INVOLVED. THE TYPE OF CONSTRUCTION
 SHALL APPLY TO EACH OCCUPANCY INDIVIDUALLY, EXCEPT THAT
 STRUCTURAL MEMBERS, INCLUDING MAIN BRACING WITHIN THE
 OPEN PARKING STRUCTURE, WHICH IS NECESSARY TO SUPPORT
 THE UPPER OCCUPANCY, SHALL BE PROTECTED WITH THE MORE
 RESTRICTIVE FIRE-RESISTANCE-RATED ASSEMBLIES OF THE
 GROUPS INVOLVED AS SHOWN IN TABLE 601 . MEANS OF EGRESS
 FOR THE UPPER OCCUPANCY SHALL CONFORM TO CHAPTER 10 AND
 SHALL BE SEPARATED FROM THE PARKING OCCUPANCY BY FIRE
 BARRIERS HAVING AT LEAST A 2-HOUR FIRE-RESISTANCE
 RATING AS REQUIRED BY SECTION 706 , WITH SELF-CLOSING
 DOORS COMPLYING WITH SECTION 715 . MEANS OF EGRESS FROM
 THE OPEN PARKING GARAGE SHALL COMPLY WITH SECTION 406.3
 (OPEN PARKING GARAGES) .
  
 NOTE PLEASE SEE 2004 FBC CODE COMMENTARY FOR SECTION
 508.7.1. THIS SECTION CONTAINS ADDITIONAL CONDITIONS
 FOR THE USE OF 508.7 AS AN ALTERNATIVE TO THE GENERAL
 MIXED-USE PROVISIONS IN SECTION 302.3. IT CONTAINS AN
 ADDITIONAL FIVE CRITERIA.
  
 8B) SHEET G001 BUILDING CODE INFO ALSO INDICATES THIS
 TO BE A OPEN PARKING GARAGE PLEASE PROVIDE OPENING
 CALCULATIONS MEETING THE REQUIREMENTS OF 406.3.3.1.
 ALSO SEE EXCEPTION.
 IN ADDITION TO THIS REQUIREMENT PLEASE SEE ALLOWABLE
 OPENINGS IN TABLE 704.8. PLANS INDICATE WALLS WITH LESS
 THAN 10?-0? FROM THE PROPERTY LINE, PLEASE PROVIDE
 OPENING CALCULATIONS FOR EXTERIOR WALLS.
  
 8C) PLANS INDICATE WALLS WITHIN 10?-0? OF THE PROPERTY
 LINE THE CODE ANALYSIS DOES
 NOT PROVIDE THE ALLOWABLE OPENINGS MENTIONED ABOVE(
 TABLE 704.8) NOR THE RATING OF THE BUILDING ELEMENTS
 THAT ARE LISTED IN TABLE 601, PLEASE PROVIDE THE HOURLY
 RATING REQUIRED, THE BUILDING ELEMENTS FIRE RATING CAN
 BE TAKEN FROM TABLE 720.1 AND FOR COLUMNS AND BEAMS
 TABLE 721.3.4 & TABLE 721.3.5.
  
 9) SHEET G001 INDICATES IN A NOTE SEE SHEET A001 FOR
 THE FLORIDA PRODUCT APPROVALS.
 THE INSPECTORS CAN NOT COMPLETE THEIR INSPECTIONS
 WITHOUT THE ACTUAL PRODUCT APPROVALS. WE AS PLAN
 REVIEWERS ALSO CAN NOT EVEN START OUR PORTION OF THE
 REVIEW UNTIL THE FLORIDA COVERSHEETS AND THE ASSOCIATED
 REPORT AND TECHNICAL SHEETS ARE PROVIDED.
 GLAZED OPENINGS: IN MANY CASES THE FLORIDA COVERSHEET
 MAY LIST MULTIPLE SERIES OF WINDOWS UNDER A SINGLE
 REPORT AND OR IN A SINGLE REPORT THEIR MAY HAVE
 MULTIPLE OPTIONS
 TO GLAZING IN THICKNESS AND TYPE OF LAMINATIONS TO
 CREATE LAMINATED GLAZING UNITS WITH LARGE MISSILE
 IMPACT TESTING. UNTIL THE CONTRACTOR OR DESIGNER
 INDICATES WHICH OF THESE
 OPTIONS ARE TO BE INSTALLED WE CAN NOT DETERMINE CODE
 COMPLIANCE FOR THE PRODUCT.
 PLEASE SUPPLY THREE SETS OF PRODUCT APPROVALS WITH IN
 BINDERS INDENTIFYING EACH OF THE
 PRODUCTS. 106.1.2 ADDITIONAL INFORMATION REQUIRED.
  
 10A) SHEET G001 NOTES FOR PRODUCT APPROVALS NOTE THERE
 MAY NO FLORIDA AND MIAMI-DADE APPROVALS FOR ROOF
 HATCHES BUT THERE IS A LOCAL PRODUCT APPROVAL UNDER
 AHJ, AUTHORITY HAVING JURISDICTION, THE CITY OF WEST
 PALM BEACH DOES HAVE A LOCAL APPROVAL FOR THE NYSTORM
 RHG3630T ROOF SCUTTLE, A COPY WILL BE ATTACHED.
  
 10B) PLEASE SEE SHEET A020 EXIT WIDTH ANALYSIS, PLEASE
 CORRECT THE CODE TO THE 2004 FBC W/ 2007 SUPPLEMENTS.
  
  
 11) NOTE, IT APPEARS THAT THE EXIT WIDTH ANALYSIS AND
 THE EXIT WIDTH DOOR & STAIR KEY FOUND ON A021 INDICATE
 A OVERAGE OF 96 OCCUPANTS OUR CALCULATIONS INDICATE A
 SHORTAGE OF -34 OCCUPANTS, IN EITHER CASE THE PLANS
 WILL NEED TO MEET THE MINIMUM CODE REQUIREMENTS FOR
 WIDTH REQUIREMENTS.
 I WILL EXPLAIN THE AREAS WHERE I BELIEVE WE MAY HAVE A
 DIFFERENCE IN OUR FIGURES, AND THERE MAY BE LESS SEVERE
 ISSUES THAT WILL NEED TO BE ADDRESSED.
  
 11A) A-305 STAIR- A THE STAIR WIDTH IS INDICATED AS
 4?-6? BUT THE INTERMEDIATE OR MID- LANDING IS ONLY
 4?-0? IN DEPTH. PLEASE SEE 1009.4THE MINIMUM DIMENSION
 MEASURED IN THE DIRECTION OF TRAVEL IS TO BE EQUAL TO
 THE WIDTH OF THE STAIRWAY. THIS IS AN ISSUE THAT WE SEE
 ON ALL OF THE STAIRS.
  
 11B) STAIRWAY A & ESCALATORS DO NOT MEET THE SHAFT
 ENCLOSURES AND THE EXCEPTIONS FOUND IN 707.2 EXCEPTION
 2, THE STAIR A WOULD NOT BE PART OF THE EGRESS
 CALCULATION & PROTECTED ACCORDING TO ITEMS 2.1 AND 2.2.
 PLEASE PROVIDE ADDITIONAL INFORMATION FOR CODE
 COMPLIANCE.
  
 11C) IF THE 2ND FLOOR IS TO BE LEFT OPEN TO THE STAIR-A
 PLEASE REVIEW 404 ATRIUM REQUIREMENTS
 AND 404.5 ENCLOSURE OF ATRIUMS AS WELL AS POSSIBLE
 404.4 SMOKE CONTROL.
  
 11D) THIS IS A COMMENT THAT MAY OR MAY NOT APPLY TO
 THIS STAIRWELL DEPENDING ON THE REVISIONS TO THE PLAN,
 THIS COMMENT DOES PERTAIN TO OTHER STAIRWELLS SO IN
 CONSIDERATION TO THE CONCEPT CHANGES I WOULD BRING THIS
 ISSUE TO VIEW. PLEASE SEE 1019.1.4 WHERE NON-RATED
 WALLS OR UNPROTECTED OPENINGS ENCLOSE THE EXTERIOR OF
 THE STAIRWAY AND THE WALLS OR OPENINGS ARE EXPOSED BY
 OTHER PARTS OF THE BUILDING AT AN ANGLE LESS THAN 180
 DEGREES, THE BUILDING EXTERIOR WALLS WITHIN 10 FT
 HORIZONTALLY OF A NONRATED WALL OR OPENING SHALL BE
 CONSTRUCTED AS REQUIRED FOR A MINIMUM 1-HOUR FIRE
 RESISTANCE WITH ? HOUR OPENING PROTECTIVES. SEE CODE
 COMMENTARY.
  
 11E) STAIRWELL B THERE ARE UNKNOWNS BUT ASSUMPTIONS AS
 TO DOORS IN THE DOOR SCHEDULE,
 SEE SHEET A611 DOOR NUMBERS 071.1- 074.2 THESE DOOR
 WIDTHS ARE NOT GIVEN. THE 4 DOORS AT THE TOP OF THE
 STAIRS DO NOT PROVIDE DOOR INFORMATION, AND THE DOORS
 AT THE BOTTOM OF THE
 STAIRS ARE GIVEN AS ROUGH OPENINGS NOT CLEAR OPENING.
 PLEASE PROVIDE ADDITIONAL INFORMATION SO A REVIEW OF
 THIS EXIT CAN BE ACCOMPLISHED. 106.1.2*.
  
 11F) THERE MAY BE A BIT OF CONVERGENCE FROM THE 4 DOORS
 AT THE TOP STAIRS AND STAIRS, THIS IS A UNKNOWN UNTIL
 THE DOOR WIDTHS CAN BE DETERMINED
  
 11G) THE MID-LANDING, PLEASE SEE 1009.4THE MINIMUM
 DIMENSION MEASURED IN THE DIRECTION OF TRAVEL IS TO BE
 EQUAL TO THE WIDTH OF THE STAIRWAY. THIS IS AN ISSUE
 THAT WE SEE ON ALL OF THE STAIRS.
  
 11H) FOR STAIRS B,C & D ALL OF THESE STAIRS WE AGREE
 WITH THE DESIGNER AT 600 OCCUPANT LOAD FOR EACH
 STAIRWELL. ISSUES WITH THESE STAIRS WILL BE THE
 MID-LANDING 1009.4 AND 1019.1.4 WHERE NON-RATED WALLS
 OR UNPROTECTED OPENINGS ENCLOSE THE EXTERIOR OF THE
 STAIRWAY AND THE WALLS OR OPENINGS ARE EXPOSED BY OTHER
 PARTS OF THE BUILDING AT AN ANGLE LESS THAN 180
 DEGREES, THE BUILDING EXTERIOR WALLS WITHIN 10 FT
 HORIZONTALLY OF A NONRATED WALL OR OPENING SHALL BE
 CONSTRUCTED AS REQUIRED FOR A MINIMUM 1-HOUR FIRE
 RESISTANCE WITH ? HOUR OPENING PROTECTION. SEE CODE
 COMMENTARY.
  
 11I) STAIR E MID-LANDING, , PLEASE SEE 1009.4THE
 MINIMUM DIMENSION MEASURED IN THE DIRECTION OF TRAVEL
 IS TO BE EQUAL TO THE WIDTH OF THE STAIRWAY. THIS IS AN
 ISSUE THAT WE SEE ON ALL OF THE STAIRS.
  
 11J) STAIR E SEE THE BOTTOM SET OF DOORS THE WIDTH OF
 THE DOOR IS NOT ON THE DOOR SCHEDULE FOR DOOR NUMBER
 074.1 & 07.42. ADDITIONAL INFORMATION
 REQUIRED.106.1.2*.
  
 11K) STAIR F, THE ISSUE WITH THIS STAIR IS THE WIDTH OF
 THE STAIR VERSES HAND RAILS. SEE 1009.11.2 HANDRAILS
 SHALL BE PROVIDED WITHIN 30 INCHES OF ALL PORTIONS OF
 THE STAIR WIDTH REQUIRED FOR EGRESS CAPACITY IN
 ACCORDANCE WITH TABLE 1005.1 .
 SHEET A021 INDICATES THE USE OF ONLY (1) HANDRAIL WHICH
 IN ACTUALITY ONLY A 10?-0? WIDE STAIR AND OCCUPANT LOAD
 OF 400 NOT THE 540 AS INDICATED IN THE PLAN MULTIPLE
 HANDRAILS WOULD BE NEEDED TO ACCOMMODATE AND ACHIEVE
 THE 540 OCCUPANT LOAD FOR THIS STAIR. THIS IS THE
 STAIRWAY THAT CURRENTLY LOOSES 140 OF THE OCCUPANTS AS
 DESIGNED BY NOT HAVING MORE INTERMEDIATE HANDRAILS.
  
 12A) A021 REFERS TO DETAIL#2 SHEET A331 THIS SECTION OR
 DETAIL REFERENCES DETAIL 20 ON SHEET A231. IT APPEARS
 TO BE AN EXPANSION JOINT IN THE FLOOR BUT THERE IS NO
 INFORMATION THAT I CAN FIND ON THE FIREPROOFING
 REQUIREMENTS TABLE 601 FOR FLOOR SYSTEMS AND OCCUPANCY
 TYPE SEPARATION TABLE 302.3.2.PLEASE PROVIDE FLOOR
 CEILING TYPE PENETRATIONS FOR PIPES AND CONDUITS AS
 WELL AS FOR ANY HORIZONTAL PENETRATION OF RATED FLOOR/
 CEILING ASSEMBLY.
 SEE 711.3.& 712.3.1.
  
 12B) SHEET A331 INDICATES DETAIL 2 THE RIGHT UPPER
 PORTION INDICATES A CIRCULATION AREA THAT LEADS IN TO
 STAIRWELL D, THE WALL TYPE IS P5 THIS WALL TYPE
 INDICATES A FINISH ON ONE SIDE. SHEET A601 PARTITION
 TYPES INDICATES THE USE OF PLYWOOD ON OR WITHIN MANY
 PARTITIONS. PLEASE SEE 603.1(1.1) FIRE RETARDANT
 TREATED WOOD SHALL BE PERMITTED IN:
 1.1 NONBEARING PARTITIONS WHERE THE REQUIRED FIRE
 RESISTANCE RATING IS LESS THAN TWO HOURS OR LESS.
  
 603.21 MATERIALS ALLOWED IN CONCEALED SPACES OF
 BUILDINGS OF TYPE I AND II CONSTRUCTION IN ACCORDANCE
 WITH SECTION 717.5. PLEASE UPDATE TO FIRE RETARDANT
 TREATED PLYWOOD.
  
 13) SHEET A110 INDICATES THE DISABLED PARKING SPACES
 AND ACCESS AISLES BUT NOT THE ELEVATION CHANGES OF THE
 PARKING LOT VERSES DISABLED SPACES AND ACCESS AISLES.
 THE OTHER ISSUE IS NO INFORMATION FOR DETECTABLE
 WARNING AT HAZARDOUS VEHICULAR AREAS 11-4.29.5.
  
 14) SHEET A110 PLEASE PROVIDE INFORMATION ON VAN
 ACCESSIBILITY, 11-4.6.5 VERTICAL CLEARANCE.
 A) 114? TO VEHICLE ACCESS ROUTE FROM SITE ENTRANCE TO
 EXIT & PASSENGER LOADING ZONES
 ALSO SEE 11-4.6.6.
 B) 98? MINIMUM AT PARKING ZONE.
 C) SIGNAGE 11-4.6.4
  
 15) PLEASE PROVIDE COMPLIANCE WITH 11-4.1.3(8)(A) AND
 SECTION 11-4.1.3(8)(B) AND SHALL BE SATISFIED
 INDEPENDENTLY..
  
 16) SHEET A301 DETAIL 1 INDICATES THE USE OF A FOOD
 SERVICE AREA THE PLANS INDICATE A AREA FOR 50 FOR
 SEATING, PLEASE COMPLY WITH 11-5.1 INDICATING THE AREA
 OF 5 % DISABLED PERSONS.
  
 17) PLEASE PROVIDE SECTIONS FOR COUNTERS AND BARS TO
 INDICATE COMPLIANCE WITH 11-5.2,
 11-5.5 & 11-5.6 A303 DETAIL 2 INDICATES A 3?-0? COUNTER
 HEIGHT..
  
 18) A311 ROOM TRAINING/ LOUNGE IS 2448 SQ FT APPROX /
 15 = 163 OCCUPANT LOAD, THIS IS AN ASSEMBLY AREA
 REQUIRING 1 HR RATED WALLS AND OPENING PROTECTIVES. SEE
 TABLE 1004.1.2,THIS WILL BE CLASSIFIED AS A A2
 OCCUPANCY OCCUPANT LOAD > THAN 50. SEE TABLE 1016.1
 ASSEMBLY LOADS> THAN 30 WITH FIRE SPRINKLERS WILL STILL
 REQUIRE 1 HR RATING. PLEASE CORRECT WALL TYPES AND
 OPENING PROTECTIVES. TABLE 715.3. SEE CORRIDOR 118 DOES
 NOT INDICATE A FIRE RESISTANCE RATING.
  
 19) SHEET A311 FAMILY RESTROOM 107, REST ROOMS 108, 109
 AND 131 DO NOT INDICATE AN UNOBSTRUCTED TURNING SPACE
 AS REQUIRED IN 11-4.22.3. THE ACCESSIBLE STALLS IN
 RESTROOM
 108 & 109 DO NOT PROVIDE THE WIDTH DIMENSION SEE FIGURE
 30(A) STANDARD STALL A MINIMUM OF 60? CLEAR.
  
 20) SHEET A351 & A352 BOTH INDICATE AN ELECTRICAL
 DISTRIBUTION CENTER THAT DOES NOT HAVE A CODE COMPLIANT
 STAIR. THE CODE DOES ALLOW FOR FIXED LADDERS AS PART OF
 A MEANS OF EGRESS IN THE FOLLOWING LOCATIONS: FOR
 BOILERS (1014.3), REFRIGERATION ROOM (1014.4), STAGE
 EXITS 410.5.4, 1014.6.6.1 GALLERY, GRIDIRONS AND
 CATWALKS THAT ARE ASSOCIATED WITH STAGES
 AND HELISTOPS (1018.1.2.). PLEASE PROVIDE A CODE
 COMPLIANT STAIRWAY. SEE 1014.1 & TABLE 1014.1.
  
 21) PLEASE PROVIDE ADDITIONAL INFORMATION ON THE
 ELECTRICAL DISTRIBUTION CENTER, PRE-MANUFACTURED? TYPE
 OF MATERIAL, FIRE RATINGS ETC? NFPA 13.8.14.10.
  
 22)THE WALLS OR SHAFT WHERE THE CURRENT SHIPS LADDER IS
 LOCATED HAS A 2 HR FIRE RATING BUT THERE ARE NO WALL
 RATINGS FOR THE WALLS SURROUNDING THE EDC. 106.1.2.
 ADDITIONAL INFORMATION REQUIRED. THIS WOULD APPEAR TO
 BE PART OF THE SHAFT WALL CONSTRUCTION BUT THERE ARE NO
 WALL IDENTIFICATION TAGS.
  
 23) THE SAME SHEETS IDENTIFY ANOTHER SHIPS LADDER WHICH
 RISES TO THE ROOF LEVEL WITH A
 ROOF HATCH. NOTE THIS WILL BE A PRODUCT THAT WILL
 REQUIRE A FLORIDA PRODUCT APPROVAL OR MIAMI-DADE NOA..
 NOTE CURRENTLY NEITHER THE STATE NOR MIAMI-DADE
 CURRENTLY HAVE A LISTING. THE CITY OF WPB DOES HAVE A
 LOCAL APPROVAL FOR A NYSTROM RHG3630T ROOF HATCH. A
 COPY WILL BE ATTACHED.
  
 24) SHEET A361 MAIN ELECTRIC CENTER PLEASE PROVIDE
 ADDITIONAL INFORMATION ON THE ELECTRICAL DISTRIBUTION
 CENTER, PRE-MANUFACTURED? TYPE OF MATERIAL, FIRE
 RATINGS ETC? NFPA 13.8.14.10.
  
 25) SHEET A361 ALSO INDICATES THERE TO BE A GENERATOR,
 PLEASE PROVIDE THE SIZE OF GENERATOR AND PROVIDE
 ANCHORAGE DETAILS 1609. 1.3 ANCHORAGE AGAINST MOMENT OF
 OVERTURNING, SLIDING AND UPLIFT.
  
 26) PLEASE PROVIDE THE AMOUNT OF PROPANE AND TYPE OF
 TANKS TO BE USED. PLANS INDICATE SEE MECHANICAL PLANS
 FOR ATTACHMENT, M-111 INDICATES THE GENERATOR AND TANKS
 IN A DIFFERENT LOCATION. 106.1.2*. ADDITIONAL
 INFORMATION REQUIRED.
  
 27) S001 DESIGN CODES, PLEASE UPDATE THE 2004 FBC AND
 SUPPLEMENTS TO THE 2007 SUPPLEMENTS. NOTE IF THIS MAJOR
 WORKING DRAWING REVIEW IS NOT SUBMITTED AS A PERMIT
 BEFORE OCT.1, 2008 IT WILL NEED TO BE RE-REVIEWED UNDER
 THE 2007 FBC.
  
 28)) 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:
  
 28A) WINDOWS: CURTAIN-WALL
 ******************************************************
 * ****************
 NOTE: THE FOLLOWING SYSTEMS LISTED BELOW, HAVE NOT
 PROVIDED THE FLORIDA COVERSHEET THAT
 PROVIDES ADDITIONAL INFORMATION NOT LISTED IN THE TEST
 REPORT.
  
 THE SECOND ISSUE WITH THE NOA?S ARE THEY WERE TESTED
 BEFORE THE 2004 FBC WENT INTO EFFECT. BEFORE THIS DATE
 STEEL INCREASES OF 1 1/3 WERE COMMON PLACE AND TAKEN
 WITH FASTENERS, A P.E. SHOULD REVIEW THE TEST REPORT
 INFORMATION TO SEE IF THE INCREASES WERE TAKEN. THE
 NEWER MIAMI-DADE NOA?S THAT WERE RENEWED AFTER THE 2004
 FBC WENT INTO EFFECT WILL STATE UNDER THE HEADING (3)
 CALCULATIONS, ANCHOR VERIFICATION VERIFIED TO THE 2004
 FBC- NO STEEL INCREASES TAKEN.
 1605.3.1.1 LOAD REDUCTION.
 1. IT IS PERMITTED TO MULTIPLY THE COMBINED EFFECT OF
 TWO OR MORE VARIABLE LOADS BY 0.75 AND ADD THE EFFECT
 OF DEAD LOAD. THE COMBINED LOAD USED IN DESIGN SHALL
 NOT BE LESS THAN THE SUM OF THE EFFECT OF DEAD LOAD AND
 ANY OF THE VARIABLE LOADS.
 2. INCREASES IN ALLOWABLE STRESS SPECIFIED IN THE
 MATERIALS, SECTIONS OF THIS CODE OR A REFERENCED
 STANDARD SHALL NOT BE PERMITTED TO BE USED WITH LOAD
 COMBINATIONS OF SECTIONS 1605.3.1 . DURATION OF LOAD
 INCREASE SHALL BE PERMITTED IN ACCORDANCE WITH CHAPTER
 23 .
 EXCEPTION: INCREASES IN ALLOWABLE STRESS SHALL BE
 PERMITTED IN ACCORDANCE WITH ACI 530/ASCE 5/TMS 402
 PROVIDED THE LOAD REDUCTION OF SECTION 1605.3.1.1 ITEM
 1 SHALL NOT BE APPLIED.
 3. SIMULTANEOUS USE OF BOTH ONE-THIRD INCREASE IN
 ALLOWABLE STRESS AND THE 25-PERCENT REDUCTION IN
 COMBINED LOADS SHALL NOT BE PERMITTED.
  
 28B) WINDOWS: STOREFRONT
 28C) AUTOMATIC BYPASS DOOR PEDESTRIANS AND CARTS 28D)
 EXTERIOR GLAZED SWING DOORS
 28E) EXTERIOR HOLLOW METAL DOORS SINGLE AND PAIRS 28F)
 EXTERIOR COIL DOORS/ SECTIONAL DOORS
 28G) FASCIA SYSTEMS
 28H) EFIS WALL SYSTEMS
 28I) ROOFING SYSTEMS W/ INSULATION- ONLY A DRIP EDGE
 REPORT SUBMITTED, NO REPORT FOR FLAT
 DECK
 28J) ROOF HATCH- SEE ATTACHMENT
  
  
 *******THE CITY REQUEST THE FLORIDA COVER SHEETS *****
  
 29) 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
  
 30) 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.
  
 31) THE CODE ANALYSIS INDICATES THIS TO BE A TYPE I-B
 BUILDING REQUIRING FIRE RATINGS OF THE
 STRUCTURAL STEEL AND BAR JOIST, PLEASE PROVIDE THE
 MANUFACTURERS SPEC AND THE THICKNESS REQUIRED TO
 ACHIEVE THE REQUIRED FIRE RATING.
  
  
 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.
  
 102.1* WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS
 OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF
 CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST
 RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT
 BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
 REQUIREMENT, THE SPECIFIC
 REQUIREMENT SHALL BE APPLICABLE.
  
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 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