Plan Review Notes
Plan Review Notes For Permit 05110263
Permit Number 05110263
Review Stop B
Sequence Number 2
Notes
Date Text
2006-04-13 00:00:00BUILDING PLAN REVIEW
 PERMIT: 05110263
 ADD: LOT# 7 CENTERPARK WEST
 CONT: "PLAN REVIEW" HILTON
 JOHN COSTAS
 TEL: (561)523-3699
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 2ND REVIEW
 ACTION: DENIED
  
  
 ***IMPORTANT***
 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.
 NOTE NOC WILL BE NULL & VOID 90 DAYS
 AFTER RECORDING AT THE CLERK OF THE
 COURTS OFFICE IF WORK HAS NOT STARTED.
 FL S S 713.13(2).
  
 2) 2ND REQUEST FOR THIS INFORMATION,
 RESPONCE INDICATED A PERMIT 06011019
 SUPPLIED THIS INFORMATION. THIS PERMIT
 IS A SITE PREP PERMIT.
 A FOUNDATION PERMIT WAS APPLIED FOR
 UNDER 06011052.
 BOTH THE S0.1 & S1.1 HAVE NOTES
 ABOUT THE SOILS AND FOUNDATION BUT THE
 ENGINEER DOESN'T STATE WHAT THE SAFE
 MINIMUM DESIGN FOR THE FOUNDATION WAS
 DESIGNED TO?
 THIS IS A STAND ALONE PERMIT
 REQUESTING (3) SIGNED/SEALED SOILS
 REPORTS AS PER,
 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.
  
 3) COMMENT# 3 FROM THE PREVIOUS REVIEW,
 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.
  
 4)COMPLIED.
  
 5)COMPLIED, HAROLD PISKURA, HAS THE
 NECESSARY DOCUMENTS.
  
 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 CONTAIN A STATEMENT
 THAT, TO THE BEST OF THE ARCHITECT'S OR
 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.
 THIS STATEMENT IS FOUND ON THE
 STRUCTURAL SHEETS BUT NOT THE
 ARCHITECTURAL SHEETS.
  
 7A)COMPLIED.
  
 7B)2ND REQUEST, A SITE PLAN WAS
 SUBMITTED ONLY, THIS REQUEST IS MADE AS
 REQUEST (7D) TO DETERMINE LOT LINE, AND
 TABLE 503, TABLE 601 ISSUES, PLANS DO
 NOT PROVIDE MINIMUM BLDG TYPE!
 PROVIDE A COPY OF THE NEW PLAT, SHEET
 SP.01 APPEARS TO HAVE BEEN SUBDIVIDED
 WITH ADDITIONAL BUILDINGS TO BE ON THE
 SAME LOT.
  
 7C)NOTE, TO BE COMPLETED AT TIME OF
 PERMIT APPLICATION. PLEASE FILL OUT AN
 ACTUAL APPLICATION SHEET PROVIDING THE
 PROPERTY
 CONTROL NUMBER FOR ADDRESSING.
  
 7D)2ND REQUEST,SAME AS ISSUES AS 7B,
 PROVIDE A SURVEY OF THE SITE.
  
 8) 2ND REQUEST,ADDITIONAL INFORMATION
 REQUIRED FOR
 RECORD KEEPING PURPOSES 106.1.2*:
 8)A) FLOOD ZONE
 8)B) FLOOD ELEVATION (IF A ZONE)
 8)C) LOMAR (IF A ZONE)
 8)D) COMPLIED
 8)E) COMPLIED
 8)F)COMPLIED
 8)G)COMPLIED
 8)H)COMPLIED
 8)I) COMPLIED
 8)J) COMPLIED
 8)K) COMPLIED
  
 9)THIS COMMENT WILL STAY UNTIL A
 CONTRACTOR IS SIGNED ON AND ACKNOWLEDGES
 STATEMENT.
 109.3.10* IMPACT OF CONSTRUCTION. ALL
 CONSTRUCTION ACTIVITY REGULATED BY THIS
 CODE SHALL BE PERMORMED IN A MANNER SO
 AS NOT TO ADVERSLY 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 HISTORICSURFACE WATER
 DRAINAGE FLOWS SERVING ADJACENT
 PROPERTIES, & MAY REQUIRE SPECIAL
 DRAINAGE DESIGNCOMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED
 SITES.ACCORDINGLY, DEVELOPERS,
 CONTRACTORS, AND OWNERS OF ALL NEW
 RESIDENTIAL DEVELOPMENET, 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 PARCELL SHALL AS A PERMIT
 CONDITION, PROVIDE A PROFESSIONALY
 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.
  
 10) WILL REMAIN UNTIL ALL PERTINENT
 INFORMATION REQUIRED FOR PERMIT HAS BEEN
 REVIEWED,
 SINCE THISWILL BE A THRESHOLD
 PROJECT (3) SETS OF ALL INFORMATION
 SUBMITTED WILL BE REQUIRED.
  
 11)2ND REQUEST, 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.
  
 12)2ND REQUEST, NONE OF THE PRODUCT
 APPROVALS SUBMITTED HAVE FLORIDA
 COVERSHEETS,
 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
  
 13) 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 MISSING FL COVERSHEET
 SHEET
 B) EXTERIOR DOORS, SOLID MISSING FL
 COVER SHEET
 C) EXTERIOR DOORS GLAZED NOT SUBMITED
 D) EXTERIOR DOORS BYPASS, EXTERIOR AUTO
 SLIDERS, USUALLY TRANSOM NOT INCLUDED
 E) MULLIONS- NOT SUBMITTED- HORIZONTAL
 TO SEPERATE THE AUTO SLIDERS FROM FIXED
 STOREFRONT
 F) LOUVERS NOT SUBMITTED
 G) TRUSS ANCHORS NOT SUBMITTED
 H1) ROOF ASSEMBLIES, FLAT ROOF:
 ) THIS ROOF IS MISSING OR NOT IN
 COMPLIANCE WITH THE FOLLOW ITEMS:
  
 _X__ CONTRACTOR DID NOT PROVIDE THE MEAN
  
 ROOF HEIGHT.
  
 ___ CONTRACTOR DID NOT INDICATE THE ROOF
 PITCH.
  
 _X__ CONTRACTOR FAILED TO INDICATE WHICH
 SYSTEM TO BE USED.HIGHLIGHT THE ACTUALL
 SUBSYSTEM AND ANY OPTIONS AS FASTENER
 TYPES!
  
 _X THIS MAY BE THE SITUATION SINCE NO
 SYSTEM WAS HIGHLIGHTED,__ THE SYSTEM
 PROVIDED HAS A LOW
 PRESSURE FOR ZONE ___ .
  
 ___ THE SYSTEM PROVIDED STATES
 LIMITATION# 7, SHOULD THE FASTENER
 RESISTANCE BE LESS THAN THAT
 REQUIRED, AS DETERMINED BY THE
 BUILDING OFFICIAL, A REVISED
 FASTENER 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.
 H2) ROOF TILE OR SHINGLES NOT SUBMITTED
 I) PREMANUFACTURED A/C STANDS NOT
 SUBMITTED
  
 14)2ND REQUEST REVERTS BACK TO 13E:
 1707.4.5.1 MULLIONS OCCURRING
 BETWEEN INDIVIDUAL WINDOW AND GLASS
 DOOR ASSEMBLIES. TESTING REPORTS ARE
 REQUIRED BY AN APPROVED TESTING
 LABORATORY OR BE ENGINEERED.
  
 15) 2ND REQUEST REVERTS BACK TO 13E:
 1707.4.5.2 MULLIONS SHALL BE DESIGN-
 ED TO TRANSFER THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW OR DOOR ASSEMBLIES
 TO THE ROUGH OPENING SUBTRATE.
  
 16) 2ND REQUEST, SHEET SP. 01
 16A) INDICATES THAT THE TOTAL REQUIRED
 PARKING SPACES OF 118 PARKING SPOTS.
 PLANS NOW INDICATE (5) ACCESSIBLE
 PARKING STALLS, 5.11-4.6.2 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. THE NEW ACCESSIBLE
 PARKING SPACE SHALL BE AS CLOSE TO THE
 ENTRANCE AS POSSIBLE.
  
 16B)2ND REQUEST, THIS SHEET NOR A.01
 INDICATE CLEARLY THE PASSENGER LOADING
 ZONE UNDER THE CANOPY PLEASE CLARIFY THE
 PASSENGER LOADING ZONE, 11-4.6.6
 PASSENGER LOADING ZONES.
 PASSENGER LOADING ZONES SHALL PROVIDE AN
 ACCESS AISLE AT LEAST 60 INCHES (1525
 MM) WIDE AND 20 FEET (6096 MM) LONG
 ADJACENT AND PARALLEL TO THE VEHICLE
 PULL-UP SPACE (SEE FIGURE 11-10 ). IF
 THERE ARE CURBS BETWEEN THE ACCESS AISLE
 AND THE VEHICLE PULL-UP SPACE, THEN A
 CURB RAMP COMPLYING WITH SECTION 11-4.7
 SHALL BE PROVIDED. VEHICLE STANDING
 SPACES AND ACCESS AISLES SHALL BE LEVEL
 WITH SURFACE SLOPES NOT EXCEEDING 1:50
 (2 PERCENT) IN ALL DIRECTIONS.
  
 17) COMPLIED.
  
 18)NOTE, REQUIREMENT FOR C. O.
 SHEET SP.03, NOTE: POOL,
 SEE DEPARTMENT OF HEALTH FOR REGULATIONS
 FOR POOL SAFETY FENCE, RULE 64E-9.
  
 19)SHEET A.01:
  
 19A)2ND REQUEST,
 NEITHER A.01 OR A 4.17 PROVIDE WALL
 DETAILS INDICATING A 1 HR WALL RATING.
 THE DOOR 48A DOES NOT INDICATE ANY FIRE
 RATING ON A.25 OF THE DOOR SCHEDULE.
 LAUNDRY CHUTE TERMINATION ROOM &
 DOOR 48ATO MEET THE REQUIREMENTS OF ,
 707.13.4 TERMINATION ROOM.
 REFUSE AND LAUNDRY CHUTES SHALL
 DISCHARGE INTO AN ENCLOSED ROOM
 COMPLETELY SEPARATED FROM THE REMAINDER
 OF THE BUILDING BY CONSTRUCTION THAT HAS
 A FIRE-RESISTANCE RATING OF NOT LESS
 THAN 1 HOUR AND OPENINGS INTO THE
 TERMINATION ROOM SHALL BE PROTECTED BY
 OPENING PROTECTIVES HAVING A FIRE
 PROTECTION RATING OF NOT LESS THAN ?
 HOUR AND SHALL BE SELF-CLOSING OR
 AUTOMATIC-CLOSING UPON THE DETECTION OF
 SMOKE. REFUSE CHUTES SHALL NOT TERMINATE
 IN AN INCINERATOR ROOM. REFUSE AND
 LAUNDRY ROOMS THAT ARE NOT PROVIDED WITH
 CHUTES NEED ONLY COMPLY WITH TABLE
 302.1.1 .
  
 19B)2ND REQUEST, A.02-.04 PLANS ARE
 TOTALLY MISSING AN ACCESS ROOM FOR THE
 LAUNDRY CHUTE.
 707.13.3 REFUSE AND LAUNDRY CHUTE
 ACCESS ROOMS.
 ACCESS OPENINGS FOR REFUSE AND LAUNDRY
 CHUTES SHALL BE LOCATED IN ROOMS OR
 COMPARTMENTS COMPLETELY ENCLOSED BY
 CONSTRUCTION THAT HAS A FIRE-RESISTANCE
 RATING OF NOT LESS THAN 1 HOUR AND
 OPENINGS INTO THE ACCESS ROOMS SHALL BE
 PROTECTED BY OPENING PROTECTIVES HAVING
 A FIRE PROTECTION RATING OF NOT LESS
 THAN ? HOUR AND SHALL BE SELF-CLOSING OR
 AUTOMATIC-CLOSING UPON THE DETECTION OF
 SMOKE.
  
 19C)2ND REQUEST,
 PROVIDE A 2 HR SHAFT TO SURROUND
 THE LAUNDRY CHUTE, 707.4 FIRE-RESISTANCE
 RATING. SHAFT ENCLOSURES SHALL HAVE A
 FIRE-RESISTANCE RATING OF NOT LESS THAN
 2 HOURS WHERE CONNECTING FOUR STORIES OR
 MORE AND NOT LESS THAN1 HOUR WHERE
 CONNECTING LESS THAN FOUR STORIES. THE
 NUMBER OF STORIES CONNECTED BY THE SHAFT
 ENCLOSURE SHALL INCLUDE ANY BASEMENTS
 BUT NOT ANY MEZZANINES. SHAFT ENCLOSURES
 SHALL BE CONSTRUCTED AS FIRE BARRIERS IN
 ACCORDANCE WITH SECTION 706 . SHAFT
 ENCLOSURES SHALL HAVE A FIRE-RESISTANCE
 RATING NOT LESS THAN THE FLOOR ASSEMBLY
 PENETRATED, BUT NEED NOT EXCEED 2 HOURS.
  
  
 19D)2ND REQUEST MISSING FIRE SPRINKLERS
 LOCATED 707.13.6 AUTOMATIC FIRE
 SPRINKLER SYSTEM. AN APPROVED AUTOMATIC
 FIRE SPRINKLER SYSTEM SHALL BE INSTALLED
 IN ACCORDANCE WITH SECTION 903.2.10.2 .
 903.2.10.2 RUBBISH AND LINEN CHUTES.
 AN AUTOMATIC SPRINKLER SYSTEM SHALL BE
 INSTALLED AT THE TOP OF RUBBISH AND
 LINEN CHUTES AND IN THEIR TERMINAL
 ROOMS. CHUTES EXTENDING THROUGH THREE OR
 MORE FLOORS SHALL HAVE ADDITIONAL
 SPRINKLER HEADS INSTALLED WITHIN SUCH
 CHUTES AT ALTERNATE FLOORS. CHUTE
 SPRINKLERS SHALL BE ACCESSIBLE FOR
 SERVICING.
  
 19E)2ND REQUEST,
 PROVIDE A LIFE SAFETY PLAN FOR
 EXITING. PROVIDE THE LOADS FROM THE
 FLOORS ABOVE AS WELL AS THE FIRST FLOOR.
 TABLE 1004.1.2/ TABLE 1005.1.
  
  
 19F)COMPLIES.
  
 19G)COMPLIES.
 .
  
 19H)2ND REQUEST, INDICATE COMPLIANCE
 WITH,BREAKFAST AREA, THIS SHEET AND
 A.15 TO INDICATE COMPLIANCE WITH:
 11-5.1- 11-5.6.
  
 11-5.2 COUNTERS AND BARS.
 WHERE FOOD OR DRINK IS SERVED AT
 COUNTERS EXCEEDING 34 INCHES (865 MM) IN
 HEIGHT FOR CONSUMPTION BY CUSTOMERS
 SEATED ON STOOLS OR STANDING AT THE
 COUNTER, A PORTION OF THE MAIN COUNTER
 WHICH IS 60 INCHES (1525 MM) IN LENGTH
 MINIMUM SHALL BE PROVIDED IN COMPLIANCE
 WITH SECTION 11-4.32 OR SERVICE SHALL BE
 AVAILABLE AT ACCESSIBLE TABLES WITHIN
 THE SAME AREA.
  
 11-5.3 ACCESS AISLES.
 ALL ACCESSIBLE FIXED TABLES SHALL BE
 ACCESSIBLE BY MEANS OF AN ACCESS AISLE
 AT LEAST 36 INCHES (915 MM) CLEAR
 BETWEEN PARALLEL EDGES OF TABLES OR
 BETWEEN A WALL AND THE TABLE EDGES.
  
 11-5.5 FOOD SERVICE LINES.
 FOOD SERVICE LINES SHALL HAVE A MINIMUM
 CLEAR WIDTH OF 36 INCHES (915 MM), WITH
 A PREFERRED CLEAR WIDTH OF 42 INCHES
 (1065 MM) TO ALLOW PASSAGE AROUND A
 PERSON USING A WHEELCHAIR. TRAY SLIDES
 SHALL BE MOUNTED NO HIGHER THAN 34
 INCHES (865 MM) ABOVE THE FLOOR (SEE
 FIGURE 11-53 ). IF SELF-SERVICE SHELVES
 ARE PROVIDED, AT LEAST 50 PERCENT OF
 EACH TYPE MUST BE WITHIN REACH RANGES
 SPECIFIED IN SECTIONS 11-4.2.5 AND
 11-4.2.6 .
  
 11-5.6 TABLEWARE AND CONDIMENT AREAS.
 SELF-SERVICE SHELVES AND DISPENSING
 DEVICES FOR TABLEWARE, DISHWARE,
 CONDIMENTS, FOOD AND BEVERAGES SHALL BE
 INSTALLED TO COMPLY WITH SECTION 11-4.2
 (SEE FIGURE 11-54 ).
  
 19I)2ND REQUEST, PROVIDE WHERE I CAN
 FIND THIS INFORMATION? INDICATE
 COMPLIANCE WITH: 11-9.3
 VISUAL ALARMS, NOTIFICATION DEVICES AND
 TELEPHONES. 11-9.3.1 GENERAL.
 IN SLEEPING ROOMS REQUIRED TO COMPLY
 WITH THIS SECTION, AUXILIARY VISUAL
 ALARMS SHALL BE PROVIDED AND SHALL
 COMPLY WITH SECTION 11-4.28.4 . VISUAL
 NOTIFICATION DEVICES SHALL ALSO BE
 PROVIDED IN UNITS, SLEEPING ROOMS AND
 SUITES TO ALERT ROOM OCCUPANTS OF
 INCOMING TELEPHONE CALLS AND A DOOR
 KNOCK OR BELL.
 NOTIFICATION DEVICES SHALL NOT BE
 CONNECTED TO AUXILIARY VISUAL ALARM
 SIGNAL APPLIANCES. PERMANENTLY INSTALLED
 TELEPHONES SHALL HAVE VOLUME CONTROLS
 COMPLYING WITH SECTION 11-4.31.5 ; AN
 ACCESSIBLE ELECTRICAL OUTLET WITHIN 4
 FEET (1219 MM) OF A TELEPHONE CONNECTION
 SHALL BE PROVIDED TO FACILITATE THE USE
 OF A TEXT TELEPHONE.
  
 20) SHEET A.02- A.04:
  
 20A) 2ND REQUEST PLANS INDICATE NEXT TO
 THE ELEVATOR A SHAFT BUT NO DETAILS TO
 HR CONSTRUCTION, 707.4.
  
 20B) REPEAT OF 20A.
  
 21)2ND REQUEST.THE PLANS INDICATE A
 DETAIL A.15 DETAIL# 5 FOR HANDRAILS,
 THE DETAIL IS NOT FOR HANDRAILS OR
 EXTENTIONS. THE OTHER ISSUE IS A NOTE
 EXTEND STAIR RAIL EAST STAIR ONLY, NO
 INFORMATION IS PROVIDED FOR THE BOTTOM
 OF HANDRAILS NOR EXTENTIONS.
 SHEET A.20 & A.21 BOTH INDICATE
 STAIR TOWERS BUT NO DETAIL SHEET
 INDICATING THE HANDRAIL GUARD RAIL
 COMPLYING WITH 11-4.9.4(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 11-19 (C) AND
 FIGURE 11-19 (D)]. HANDRAIL EXTENSIONS
 SHALL COMPLY WITH SECTION 11-4.4 .
 DETAILS ON A.15 ARE MISSING.
  
 22) SHEET A.23:
  
 22A) RESPONCE FIREPLACE DELETED, SEE
 A.05 PLAANS INDICATE CHIMNEY. PLEASE
 CORRECT.
  
 22B)2ND REQUEST.
 MISSING SECTIONS ON A.24A DETAILS
 1-4.
 NOTE DETAIL 3 IS USED IN THE
 CLEARSTORY AS WELL AS COMMEON TRUSS
 DETAIL FOR HIP END. CORRECT.
  
 22C) COMPLIED.
  
 22D) 2ND REQUEST.THIS IS A FOUR STORY
 BUILDING, SHOW PRODUCT APPROVAL REPORT
 WHERE SHINGLES WILL BE ABLE TO BE USED
 WITH A MEAN ROOF HEIGTH OF OVER 40'-0"?
 SHEET A.23 @ CLEARSTORY, DARK GREEN
 ASPHALT SHINGLES.
  
 23) SHEET A.25 DOOR SCHEDULE:
  
 23A)2ND REQUEST.INDICATE ON HARDWARE
 SCHEDULE. DOOR SCHEDULE DOESN,T INDICATE
 ANY HARDWARE FOR FIRE RATED DOORS,
 PLEASE SEE SECTION:715.3.3 FOR REQUIRED
 HARDWARE INCLUDING CLOSERS AND
 ARTIFICIAL BOTTOM SEAL INSTALLED ACROSS
 THE BOTTOM OF THE DOOR TESTED IN
 ACCORDANCE WITH UL 1784.
  
 B)NOTE: LOUVERS ARE PROHIBITED IN FIRE
 RATED DOORS. THE ELEVATIONS DO NOT
 INDICATE THE BOILERE ROOM DOORS ON THE
 ELEVATION. WHEN LOOKING AT THE
 MECHANICAL PLANS IT APPEARS THAT THERE
 MAY NOT BE ENOUGH MAKE UP AIR, FOR THIS
 REASON THE COMMENT WAS MADE.
  
 24) COMPLIED.
  
 25) COMPLIED.
  
 26) 2ND REQUEST, PLANS DO NOT PROVIDE
 MINIMUM BLDG TYPE! S3.1, A.23 NO DETAILS
 INDICATE THE TYPE OF MATERIAL TO BE USED
 FOR ROOF SHEATHING. PLANS ALSO DO NOT
 PROVIDE THE MINIMUM BUILDING DESIGN
 TABLE 503/ 601.
  
 NEW COMMENTS:
  
 27)1207.2 AIR-BORNE SOUND.
 WALLS, PARTITIONS AND FLOOR/CEILING
 ASSEMBLIES SEPARATING DWELLING UNITS
 FROM EACH OTHER OR FROM PUBLIC OR
 SERVICE AREAS SHALL HAVE A SOUND
 TRANSMISSION CLASS (STC) OF NOT LESS
 THAN 50 (45 IF FIELD TESTED) FOR
 AIR-BORNE NOISE WHEN TESTED IN
 ACCORDANCE WITH ASTM E 90. PENETRATIONS
 OR OPENINGS IN CONSTRUCTION ASSEMBLIES
 FOR PIPING; ELECTRICAL DEVICES; RECESSED
 CABINETS; BATHTUBS; SOFFITS; OR HEATING,
 VENTILATING OR EXHAUST DUCTS SHALL BE
 SEALED, LINED, INSULATED OR OTHERWISE
 TREATED TO MAINTAIN THE REQUIRED
 RATINGS. THIS REQUIREMENT SHALL NOT
 APPLY TO DWELLING UNIT ENTRANCE DOORS;
 HOWEVER, SUCH DOORS SHALL BE TIGHT
 FITTING TO THE FRAME AND SILL.
  
 28) 1207.3 STRUCTURE-BORNE SOUND.
 FLOOR/CEILING ASSEMBLIES BETWEEN
 DWELLING UNITS OR BETWEEN A DWELLING
 UNIT AND A PUBLIC OR SERVICE AREA WITHIN
 THE STRUCTURE SHALL HAVE AN IMPACT
 INSULATION CLASS (IIC) RATING OF NOT
 LESS THAN 50 (45 IF FIELD TESTED) WHEN
 TESTED IN ACCORDANCE WITH ASTM E 492.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  


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