Plan Review Notes
Plan Review Notes For Permit 06100574
Permit Number 06100574
Review Stop B
Sequence Number 1
Notes
Date Text
2006-10-24 14:29:21WEST PALM BEACH
 CITY CENTER- CITY HALL
 PERMIT# 0610.0574
 ADDRESS: 401 CLEMATIS ST.
  
 FOURTHREVIEW OCT. 24TH, 2006
 FIRST UNDER PERMIT
 ARCHITECT: SONG & ASSOCIATES
 ENGINEER: MEINHART CONSULTING ENGINEERS
  
 NOTE: THIS REVIEW WILL BE COMPLETED UNDER 2004 FLORIDA
 BUILDING CODE,
 (*)MEANS CHAPTER 1 WEST PALM BEACH ADMINISTRATIVE
 AMENDMENTS
  
 ***SHEET T-1 APPLICABLE CODEPLEASE CORRECT TO THE
 2004 FBC.*****
  
 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.
  
 THIS COMMENT WAS IGNORED UNDER THE FIRST
 REVIEW, THE DESIGN TEAM DIDN?T PROVIDE ANY TRANSMITTAL
 LETTER, NOR WERE ANY OF THE CHANGES MADE HIGHLIGHTED
 WITH A CLOUD OR DELTA AND THE REVISION BOX IN THE
 HEADER STRIP WASN?T FILLED IN MAKING DIFFICULT TO FIND
 THE REVISIONS MADE AND TIME CONSUMING!!!!
  
  
 2) PLANS INDICATE 100% COMPLETE BUT ARE ONLY A PARTIAL
 ROLL,WHEN PLANS ARE TO BE SUBMITTED FOR PUBLIC RECORD
 :PLANS, SPECIFICATIONS,REPORTS OR OTHER DOCUMENTS
 PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR
 PUBLIC RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED TO THE
 DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 3) NOTE: PLANS ARE NOT SEALED THIS IS A COURTESY
 REVIEW, WHEN PLANS ARE SUBMITTED FOR PUBLIC RECORD: NEW
 ENGINEERING SEAL DESIGN. "LICENSE" A GRACE PERIOD RAN
 THROUGH DEC. 31, 2005.
 RULE 61G155-23.001(1) F.A.C.
 THE FLORIDA BOARD OF PROFESSIONAL ENGINEERS HAS
 CLEANED UP THE APPEARANCE OF THE SEAL BY ELIMINATING
 OBSOLETE CONTENT AND CHANGING THE WORD "CERTIFICATE"
 TO
  
 COVERSHEET:
 3A) CIVIL ENGINEERS: CRAVEN THOMPSON & ASSOCIATES, INC.
 IS MISSING THEIR CERTIFICATE OF AUTHORIZATION.)
 471.023 F.S.CERTIFICATE OF
 AUTHORIZATION.THE TITLE BLOCK FOR ANY
 SHEET BEARING THE NAME OF AN ENGINEER
 PRACTICING UNDER A FICTITIOUS NAME, A
 CORPORATION, OR A PARTNERSHIP, OFFERING ENGINEERING
 SERVICES, SHALL INCLUDE THE CERTIFICATE OF
 AUTHORIZATION NUMBER.
 ADD THE NUMBER TO EACH SHEET.THIS MAY
 BE ADDED BY HAND.
  
 4)FOURTH REQUEST, STRUCTURAL SHEET TITLE BLOCK INDICATE
 THAT THORNTON TOMASETTI A CONSULTING ENGINEER, FL DEPT
 OF PROFESSIONAL REGULATION DOESN'T INDICATE LICENSURE
 IN FLORIDA.
 LICENSURE FL S. S. 471.015/471.023 F.S. CERTIFICATE
 OF
 AUTHORIZATION.THE TITLE BLOCK FOR ANY
 SHEET BEARING THE NAME OF AN ENGINEER
 PRACTICING UNDER A FICTITIOUS NAME, A
 CORPORATION, OR A PARTNERSHIP, OFFERING ENGINEERING
 SERVICES, SHALL INCLUDE THE CERTIFICATE OF
 AUTHORIZATION NUMBER.
 ADD THE NUMBER TO EACH SHEET.THIS MAY
 BE ADDED BY HAND.
  
 5) COMPLIED.
  
 6) COMPLIED.
  
 7) COMPLIED.
  
 8) FOURTHREQUEST,PRODUCT APPROVAL HAVE BEEN
 SUBMITTED AT THIS TIME. WPB ADMIN CODE 106.3* PRODUCT
 APPROVALS.THOSE PRODUCTS 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.
  
 9) COMPLIED.
  
 10) COMPLIED. SHEET# S0-2.0 STRUCTURAL INSPECTION
 PLAN.
  
  
 11) THIRDREQUEST,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.
 SEE ATTACHED GUIDELINE.
  
 12) COMPLIED.
  
 13) COMPLIED.
  
 14)THIRD REQUEST, IN REVIEWING THIS PLAN IT APPEARS
 THAT THERE ARE VARIOUS DOORS THAT DO NOT MEET THE
 REQUIREMENTS OF:11-4.13.6 MANEUVERING CLEARENCES AT
 DOORS. MINIMUM MANEUVERING CLEARANCES AT DOORS THAT ARE
 NOT AUTOMATIC OR POWER-ASSISTED SHALL BE AS SHOWN IN
 FIG. 25. THE FLOOR OR GROUND AREA WITH IN THE REQUIRED
 CLEARANCES SHALL BE CLEAR & LEVEL. SEE LIST :A1-302A &
 A4-202A. PLEASE CLOUD OR DELTA THESE CHANGES.
  
 15) COMPLIED.
  
 16) COMPLIED.
  
 17) COMPLIED.
  
 18) COMPLIED.
  
 19) COMPLIED.
  
 20) COMPLIED.
  
 21) COMPLIED.
  
 22) COMPLIED.
  
 23)4TH REQUEST,SHEET A1-D DETAILS 1.1 ? 2.2
 ILLUSTRATE THE USE OF GRANITE VENEER. DETAIL 1.1B
 PROVIDES INFO FOR ATTACHMENT BUT DOES NOT MATCH TO
 SECTION 1405.7 FOR SLAB TYPE <2?THICK (GRANITE).ALSO
 PROVIDE MAXIMUM SQUARE FOOTAGE PER GRANITE. THE MAXIMUM
 AREA PER SLAB STILL ISN'T INDICATED ON THE PLANS.
  
 24) COMPLIED.
  
 25) FOURTH REQUEST, PLANS INDICATE FIRST FLOOR FINISH
 FLOOR TO BE 17.35 NGVD, BUT NO SITE PLAN PROVIDES THE
 EXISTING CITY SIDEWALK ELEVATIONS. PROVIDE AT LEAST 1
 ACCESSIBLE ROUTE TO THE SITE. 11-4.1.2(1-4). IN
 DISCUSSING THE SIDEWALKS AROUND THE PERIMETER WITH THE
 DESIGN TEAM AT THE LAST MEETING THERE WILL BE CONCERNS
 WITH CROSS SLOPE NOT TO EXCEED THE 2%. THE DESIGN TEAM
 INDICATED THAT BETWEEN THE SIDEWALK AND STREET CURBING
 THERE WILL BE PLANTERS FOR TREES, BUT BETWEEN THE TREE
 PLANTERS THERE WILL ALSO BE A WALKING SURFACE ( BRICKS)
 THAT WILL HAVE CROSS SLOPE GREATER THAN 2%.
 IN DISCUSSING THIS ISSUE WITH THE BUILDING
 OFFICIAL IF THE SLOPE OF THE BRICK IS GREATER THAN 2%
 THEN SOME TYPE OF BARRIER NEEDS TO BE IN EFFECT, EITHER
 EDGE PROTECTION OR A GUARD. 11-4.3.7 11-4.3.7 SLOPE. AN
 ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 1:20
 IS A RAMP AND SHALL COMPLY WITH SECTION 11-4.8 .
 NOWHERE SHALL THE CROSS SLOPE OF AN ACCESSIBLE ROUTE
 EXCEED 1:50.
  
 26) COMPLIED.
  
 27) COMPLIED.
  
 28) COMPLIED.
  
 29) COMPLIED.
  
 30) COMPLIED.
  
 31) COMPLIED.
  
 32) 2ND REVIEW,DOOR SCHEDULE DOESN?T PROVIDE
 RATING FOR ALL THE VERTICAL EXIT ENCLOSURES (STAIRWELL
 DOORS). FBC 1019.
 32A) IN CHECKING THE DOOR SCHEDULE FOR EXIT STAIRWAYS
 LS1-1.1 AND A1-1.1 STAIRWELL & VESTIBULE 02 DOESN'T
 MATCH IN CONFIGURATION.
 32B) MISSING DOOR RATINGS ON ALL ELECTRICAL,
 MECHANICAL, ELEVATOR MECHANICAL ROOMS AND STORAGE
 ROOMS, SEE A-8.01-.02
 NOTE : TABLE 715.3 FOOTNOTE "B". SEE 715.3.3
 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.
  
 33) COMPLIED.
  
 34) COMPLIED.
  
 35) COMPLIED.
  
 36) COMPLIED.
  
 37)
  
 38)A) EMPLYEES LOUNGE LS1-3.1& A-1.3.1 THE FLOOR PLAN
 CALCULATES OUT TO BE BETWEEN 844 & 840 SQ FT /15= TO AN
 OCCUPANT LOAD OF 56 REQUIRING 2 EXITS AND THE CORRIDORS
 TO BE FIRE RATED 1 HR.
 TABLE 1016.1. THIS WILL ALSO REQUIRE THE DOORS TO HAVE
 THE FIRE RATING NOT SHOWN ON THE DOOR SCHEDULE.
  
 38B) TRAINING ROOM LS1-4.1 THE TRAINING ROOM AND
 VESTIBULE TOTAL 1495 SQ FT/20= 75 OCCUPANT LOAD. THE
 DECUSSION AT LAST WEEKS MEETING WAS THAT WILLIAM
 SWICHER HAD INDICATED THIS WAS TO BE FIXED SEATING, WE
 HAVE E-MAILED MR. SWICHER TO VERIFY THIS ROOM WILL HAVE
 FIXED SEATING BOLTED TO THE FLOOR. AT PRESENT NO REPLY
 FROM MR. SWICHER.PLEASE PROVIDE THE1HR RATED
 CORRIDOR AND OPENING PROTECTIVES REQUIRED BY TABLE
 1016.1.
  
 38C) LS1-3.2 & A1-3.2 IS STILL MISSING THE 1 HR RATING
 BETWEEN THE CORRIDOR THAT SEPERATES THE BUSINESS AND
 ASSEMBLY OCCUPANCY. TABLE 1016.1.
  
 39) COMPLIED.
  
 40) SECOND REQUEST,THE OTHER ISSUE THAT WAS DISCUSSED
 WITH THE DESIGN TEAM IS THE ?MECHANICAL MEZZANINE? ,
 SHEET LS1-1.2, THIS SHEET DOESN?T INDICATE THE
 MEZZANINE LEVEL, OR SIZE.
  
 PROVIDE A FLOOR PLAN INDICATING THE SIZE OF ROOM AND
 FLOOR AREA OF THE MEZZANINE.
 INDUSTRIAL EQUIPMENT PLATFORM CAN ONLY BE USED IN
 INDUSTRIAL OCCUPANCIES. 505.5.
 THE SECOND ISSUE IS THE USE OF ALTERNATING STAIRS FOUND
 ON SHEET A6-6.1. SECTION 1009.1 LIMITS THE USE OF
 ALTERNATING TREAD STAIRS TOMEZZANINES OF 250 SQ FT
 AND LESS.
  
 40A) DOME AREA IS 480 SQ FT.
 40B) A2M101 IS 930 SQ FT.
 40C) A2M102 IS 960 SQ FT.
  
 41) COMPLIED.
  
 42) SHEET THAT STILL HAVE DETAIL MARKERS MISSING IS
 A1-2.1( MISSING THE SHEET LOCATION)
  
 43) COMPLIED, STILL NEEDS WALL AND DOOR RATING.
  
 44) COMPLIED.
  
 45)3RD REQUEST , PLANS ARE MISSING THE WALL RATING
 TAGS ON SHEET A1-GA.FPL VAULT, MAIN ELECTRIC ROOM, FIRE
 PUMP ROOM, DOORS ARE NOT LABELED ON THE
 DOOR SCHEDULE . ALSO SEE LS).0 FIRE RESISTANCE
 RATINGS.
  
 46) COMPLIED.
  
 47) COMPLIED.
  
 48) COMPLIED.
  
 49)COMPLIED.
  
 50) COMPLIED.
  
 51) COMPLIED.
  
 52) COMPLIED.
  
 53) COMPLIED.
  
 54) COMPLIED.
  
 55) COMPLIED.
  
 56) COMPLIED.
  
 57) COMPLIED.
  
 58) COMPLIED.
  
 59) COMPLIED.
  
 60) COMPLIED.
  
 61) COMPLIED.
  
 62) COMPLIED.
  
 63) COMPLIED.
  
 64) LS1-GA.1- LS1-GA.3THE PARKING GARAGE EXITS DO NOT
 HAVE THE REQUIRED EGRESS CAPACITY GRAPHICS FILLED IN.
 106.1.2* ADDITIONAL INFORMATION REQUIRED.
 LIFE SAFETY PLANS NOT SUBMITTED.
  
 65) 3RDREQUEST, LS1-3.0/ A1-3.2 THERE ARE ISSUES WITH
 3 AREAS:
 ELEVATOR LOBBY C3.201
 PREFUNCTION LOBBY C3.301
 LOBBY C3.303
 THE BUILDING OFFICIAL WAS MADE AWARE THAT THESE AREAS
 INDICATED ON THE LIFE SAFETY PLAN DO NOT HAVE AN
 OCCUPANT LOAD ASSIGNED TO THEM.NEIL INDICATED HE
 WOULD LIKE
 THESE AREAS TO BE TREATED JUST AS THE MALL AREA ON THE
 FIRST FLOOR, SUBTRACT THE SQUAREFOOTAGE REQUIRED FOR
 EXIT ACCESS CORRIDORS OUT OF THE GROSS AREA FOR EACH
 AREA, THE NET SQUARE FOOTAGE WOULD BE TREATED AS
 ADDITIONAL SQ FOOTAGE TO BE CONSIDERED AT 7 SQUARE FEET
 PER PERSON.TABLE 1004.1.2.
  
 THIS ADDITIONAL OCCUPANT LOAD SHALL BE ADDED TO THE
 LIFE SAFETY SHEETS, STAIRS AND DOORWAY MAY NEED TO BE
 INCREASED IN SIZE DUE TO THE ADDITIONAL LOADING.
  
 66)2ND REQUEST,THE OTHER ISSUE IN THIS AREA OF THE
 LIBRARY THIRD FLOOR AND THE AMOUNT OF ASSEMBLY
 OCCUPANCY, THE EXIT ACCESS CORRIDORS NOT BEING RATED
 (NORTH SIDE OF ASSEMBLY AREA). STAIR# 8 VESTIBULE
 MISSING FIRE RATING. PLEASE REVISE THE LIFE SAFETY PLAN
 AND DOOR SCHEDULE TO COMPLY WITH THE REQUIREMENTS OF
 TABLE 1016.1 FOR
 ASSEMBLY OCCUPANCY, SPRINKLERED >30= 1 HR FIRE RATED
 CORRIDORS.
  
 67A) COMPLIED.
  
 67B) COMPLIED.
  
 68) SAME AS 38A AND 38 B. 3RD REQUEST,68)2ND REQUEST,
 LS1-3.0 CITY HALL SIDE OF PLAN INDICATES (2) AREAS
 WHERE THERE ARE ASSEMBLY OCCUPANCIES, ROOM A3.108 THE
 EMPLOYEES LOUNGE, OCCUPANT LOAD OF 60 AND ROOM NUMBER
 A3.110THE EXERCISE ROOM WITH AN OCCUPANT LOAD OF 19.
  
  
 THE EMPLOYEE LOUNGE WILL REQUIRE 2 MEANS OF EGRESS,
 PLANS DO INDICATE (2) DOORWAYS ONE TO AN EXIT ACCESS
 CORRIDOR WHICH WILL REQUIRE A 1 HR FIRE RATING. SEE
 TABLE 1016.1
 ASSEMBLY, OCCUPANT LOAD > THAN 30,SPRINKLERED = 1HR
 RATED CORRIDORS.
  
 69) 3RD REQUEST,THE OTHER ISSUE WITH THE EMPLOYEE
 LOUNGE REQUIRING (2) MEANS OF EGRESS BEING A OCCUPANT
 LOAD GREATER THAN 50 REQUIRING A SECOND EXIT. TABLE
 1014.1.
 PAGE 8
 TO USE THE DOOR FROM THE EMPLOYEE LOUNGE TO THE
 EXERCISE ROOM FBC 1013.2 STATES:
 EGRESS FROM A ROOM OR SPACE SHALL NOT PASS THROUGH
 ADJOINING OR INTERVENING ROOMS OR AREAS, EXCEPT WHERE
 SUCH ADJOINING ROOMS OR AREAS ARE ACCESSORY TO THE AREA
 SERVED. ALSO THE DOORS TO THE GYM MAY END UP BEING
 LOCKED.AN EXIT ACCESS SHALL NOT PASS THROUGH A ROOM
 THAT CAN BE LOCKED TO PREVENT EGRESS.1013.2.
  
 70) 3RD REQUEST, LS1-3.0 EXIT ACCESS CORRIDOR
 A3.012WILL HAVE TO BE 1 HR FIRE RATED, TO THE (2)
 VERTICAL EXITS ENCLOSURES. TABLE 1014.1/ 1014.1.(1).
  
 71) COMPLIED.
  
 72) SAME AS 38B) ,LS1-4.0 / LS1-4.1/ A1-4.0& A1-4.1
 THESE SHEETS INDICATE TRAINING ROOM# A4.403 IS AN
 ASSEMBLY OCCUPANCY WITH AN OCCUPANT LOAD OF 75@20 SQ FT
 / PERSON, .
 TABLE 1016.1 ASSEMBLY OCCUPANCIES >30 OCCUPANT LOAD
 LOAD REQUIRES 1 HR FIRE SEPARATION IN THE ASSOCIATED
 EXIT ACCESS CORRIDORS. THE 2 CORRIDORS THAT LEAD TO THE
 VERTICAL EXIT ENCLOSURES WILL NEED TO BE FIRE RATED 1HR
 WITH 20 MINUTE OPENING PROTECTIVES.
  
 73) COMPLIED.
  
 74) COMPLIED.
  
 75) COMPLIED.
  
 76) COMPLIED.
  
 77) COMPLIED.
  
 78)78-81 THE CONTRACTOR & DESIGN TEAM REMOVED THESE
 ITEMS FOR FURTHER UPDATING AND REVIEW!!!!
 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: (NOTE NOT
 REVIEWED BY THE ENGINEER OF RECORD)PLEASE INDICATE
 WHERE EACH OF THE PRODUCTS WILL BE USED, (EXAMPLE,
 TRAINER, TCW 250P
 ALUMINUM WINDOW WALL SYSTEM W/ UNREINFORCED MULLIONS
 SMUVS. TRAINER TCW250P ALUMINUM WINDOW WALL SYSTEM W/
 UNREINFORCED MULLIONS LMU,
 ALUMINUM WINDOW WALL) IT APPEARS THAT THESE UNITS WILL
 BE ON THE EAST SIDE OF THE BUILDING SPANING BETWEEN THE
 2ND & 3RD FLOOR. THERE ARE NO WINDOW OR DOOR SCHEDULES
 IN THIS PLAN, STRUCTURAL ELEVATION SHEET S0-3.0
 INDICATES NOT TO SCALE!!!
 WITH THE IMPORTANCE FACTORS ON THIS BUILDING THE
 PRESSURES ARE GREATER THAN USUAL, PLEASE HIGHLIGHT
 WHICH UNIT WILL BE USED WHEN THE PRODUCT APPROVAL HAS
 MORE THAN ONE IN THE NOA. ALSO WITH THE WINDOW UNITS
 LISTED ABOVE ARE GOING TO BREAK AT THE
 30?-0? LINE LARGE MISSILE / SMALL MISSILEBREAK LINE,
 HOW WILL THE MULLIONS AND OR WINDOW UNITS BREAK?
  
  
  
 A) FIXED WINDOWS
 B) OPERABLE WINDOWS
 C) MULLIONS NOT COVERED BY NOA
 D) GLAZED DOORS, AUTOMATIC SLIDERS, SWING DOORS OR
 PRE-ENGINEERED ROOF ACCESS
 HATCHES
 E) EXTERIOR METAL DOORS IF SINGLE OR PAIRS
 F) ROLL-UP OR SECTIONAL DOORS
 G) LOUVERS- WALL
 H) PANEL WALLS: SOFFITS, EFIS, STOREFRONTS, CURTAIN
 WALLS
 I) SKYLIGHTS
 J)PRE-ENGINEERED A/C STANDS
 K) ROOFING PRODUCTS: BUILT UP, MODIFIED, SINGLE PLY
 SYSTEMS, METAL ROOFING
 SPRAY APPLIED POLYURETHANE, ROOF SYSTEM
 FASTENERS, UNDERLAYMENTS AND
 WATERPROOFING ,********** NO ROOFING PRODUCTS
 SUBMITTED AT ALL!!!!!!*************
 L) ACCESS ROOF HATCHES: SINCE THERE IS NO PRODUCTS THAT
 ARE CURRENTLY LISTED WITH EITHER THE STATE WEB SITE OR
 MIAMI-DADE THIS PRODUCT WILL REQUIRE LOCAL APPROVAL
 FORMS WILL BE ATTACHED.
  
 1609.1.4 PROTECTION OF OPENINGS.
 IN WIND-BORNE DEBRIS REGIONS, EXTERIOR GLAZING THAT
 RECEIVES POSITIVE PRESSURE IN THE LOWER 60 FEET (18.3
 M) IN BUILDINGS SHALL BE ASSUMED TO BE OPENINGS AND THE
 BALANCE OF GLAZED OPENINGS IN THE REST OF THE BUILDING
 SHALL BE ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT
 RECEIVES POSITIVE PRESSURE IS IMPACT RESISTANT OR
 PROTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE
 REQUIREMENTS OF SSTD 12, ASTM E 1886 AND ASTM E 1996,
 OR MIAMI-DADE TAS 201, 202 AND 203 REFERENCED THEREIN
 AS FOLLOWS: 1.GLAZED OPENINGS LOCATED WITHIN 30
 FEET (9.1 M) OF GRADE SHALL MEET THE REQUIREMENTS OF
 THE LARGE MISSILE TEST. 2.GLAZED OPENINGS LOCATED
 MORE THAN 30 FEET (9.1 M) ABOVE GRADE SHALL MEET THE
 PROVISIONS OF THE SMALL MISSILE TEST.
  
 79) 2ND REQUEST, W P B ADMINISTRTIVE CODE 106.3.3*
 PRODUCT APPROVALS. THOSE PRODUCTS 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.
  
 80) SAME REQUEST AS 79. W.P.B. 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.
  
 81) 1714.5.3 EXTERIOR DOOR ASSEMBLIES.
 EXTERIOR DOOR ASSEMBLIES NOT COVERED BY SECTION
 1715.4.2 OR SECTION 1714.5.3.1 SHALL BE TESTED FOR
 STRUCTURAL INTEGRITY IN ACCORDANCE WITH ASTM E 330
 PROCEDURE A, AT A LOAD OF 1.5 TIMES THE REQUIRED DESIGN
 PRESSURE LOAD. THE LOAD SHALL BE SUSTAINED FOR 10
 SECONDS WITH NO PERMANENT DEFORMATION OF ANY MAIN FRAME
 OR PANEL MEMBER IN EXCESS OF 0.4 PERCENT OF ITS SPAN
 AFTER THE LOAD IS REMOVED. HIGH-VELOCITY HURRICANE
 ZONES SHALL COMPLY WITH TAS 202. AFTER EACH SPECIFIED
 LOADING, THERE SHALL BE NO GLASS BREAKAGE, PERMANENT
 DAMAGE TO FASTENERS, HARDWARE PARTS, OR ANY OTHER
 DAMAGE WHICH CAUSES THE DOOR TO BE INOPERABLE.
  
 82) COMPLIED.
  
 83) COMPLIED.
  
 84)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.
  
  
  
 JIM WITMER
 BUILDING PLAN REVIEW
 WEST PALM BEACH CONSTRUCTION SERVICES DEPARTMENT WEST
 PALM BEACH, FL 33402
 TEL (561)805-6715
 FAX (561)805-6731
  
  


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