Plan Review Notes
Plan Review Notes For Permit 14120431
Permit Number 14120431
Review Stop B
Sequence Number 1
Notes
Date Text
2015-01-20 15:10:56BUILDING PLAN REVIEW
 PERMIT: 14120431
 ADD: 321 23RD ST.
 PCN:74-43-43-10-19-003-0143
 CONT: PETROCCHI CONSTRUCTION
 TEL: (305)495-3745
  
 PARK PALM BEACH MULTIFAMILY RESIDENTIAL
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 1ST REVIEW
 DATE:MON. JAN. 20/2015
 ACTION: DENIED
  
 1) THE PERMIT APPLICATION LIST THE ADDRESS OF 321 23RD
 ST./ 74-43-43-10-19-003-0143, THIS IS A SINGLE LOT,
 THIS WILL REQUIRE MORE THAN A UNITIY OF TITLE, THIS
 PROJECT WILL REQUIRE A REPLAT WITH A NEW PCN AND
 POSSIBLE ADDRESS CHANGE.
  
 2) THIS PROJECT IS FOR A 4 STORY BUILDING THAT
 QUALIFIES AS A THRESHOLD BUILDING. FL S. S. 553.71(7) "
 THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT IN HEIGHT, OR WHICH
 HAS AN ASSEMBLY 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.
  
 2A) 109.3.6.1 THE ENFORCING AGENCY SHALL REQUIRE A
 (WRITTEN/ TYPED) SPECIAL INSPECTOR TO PERFORM
 STRUCTURAL INSPECTIONS ON A THRESHOLD BUILDING PURSUANT
 TO A STRUCTURAL INSPECTION 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.
  
 2B) THRESHOLD BLDG, REQUIRED STATEMENT: W.P.B.
 AMENDMENT 110.3.7.4.4 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.
  
 C) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME'
 OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
 RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
 CONTACT KEN CONRAD
 TEL: 561-805-6666
 E-MAIL: [email protected]
  
 D) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR HISTORY
 FOR THIS TYPE OF CONSTRUCTION. THIS MAY BE SUBMITTED TO
 KEN CONRAD BY E-MAIL. KEN CONRAD: [email protected]
  
 E) NOTE NO ACTION IS REQUIRED, WE ARE E-MAILING YOU THE
 THRESHOLD INSPECTOR DOCUMENTS AND FORMS TO THIS E-MAIL
 ADDRESS;
 E-MAIL: [email protected] JAN. 20/2015
  
 F) NOTE THIS IS A DIGITAL PLAN, AFTER PERMIT ISSUANCE,
 THE PERMIT LIBRARIAN WILL E-MAIL YOU, THE APPROVED AND
 BATCH STAMPED PLANS SO YOU MAY PRINT YOUR PLANS, TWO
 SETS OF PLANS WILL NEED TO BE PRINTED IN COLLOR, (1)
 FOR THE THRESHOLD INSPECTOR, THE OTHER FOR THE MEP
 INSPECTORS.
  
 G) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR
 IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS.
  
 H) 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES
 FOR THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER
 HAS REQUIRED ON THE PLANS OR SPECIFICATIONS ONE
 MATERIAL, APPROVED FOR FIRE STOPPING PENETRATIONS, FOR
 WALLS AND CEILINGS.
  
 3) THE PERMIT VALUATION OF $8,500,000.00 IS LOW
 COMPARED TO THE CALCULATED VALUE FROM THE ICC BUILDING
 VALUATION DATA AUGUST 2014 USING THESE TABLES THE
 CALCULATED VALUE OF $9,855,203.00.
  
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 108.3* BUILDING PERMIT
 VALUATION.
 IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
 CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
 ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
 APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
 PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
 VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
 REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
 FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
 BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
 COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
 VALUATION REFRENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
 (MARSHALL-SWIFT, MEANS, ETC) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
 CONGRESS.
  
 4) PLEASE NOTE UNDER THE FOLDER SUPPORTING DOCUMENTS,
 MISSING WAS THE SOILS REPORT PREPARED BY ARDAMIN FILE
 03-2310 02/06/04. 2010 FBC-B
 1803.5.2 QUESTIONABLE SOIL. WHERE THE CLASSIFICATION,
 STRENGTH OR COMPRESSIBILITY 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 BE
 PERMITTED TO REQUIRE THAT A GEOTECHNICAL INVESTIGATION
 BE CONDUCTED.
  
 5) PAGE 003/ A-1.00 CODE SUMMARY SHEET:
 5A) BUILDING CODES THE FLORIDA BUUILDING CODE
 ACCESSIBILITY IS ITS OWN CODE BOOK NOT CHAPTER 11 AS IN
 THE ICC.
 5B) OCCUPANCY CLASSIFICATION CHAPTER 3 & TABLE 3-A,
 THERE IS NO TABLE 3-A IN THE 2010 FBC-B.
 5C) OCCUPANCY CLASSIFICATION LIST RETAIL TO BE COVERED
 UNDER 311.3 THE SAME AS OPEN GARAGES PLEASE SEE FBC-B
 304.1.
 5D) ALLOWABLE EXTERIOR OPENINGS CAN NOT BE VARIFIED,
 THE PROPERTY LINES HAVE NOT BEEN PROVIDED AND THE
 DISTANCE AWAY FROM THE PROPERTY LINE. FBC-B TABLE 602
 EXTERIOR FIRE RATINGS AND TABLE 705.8 ALLOWABLE
 OPENINGS.
  
 6) PAGE 004/ A-1.01 (NOTE K)/ 008- A-1.05 ON BOTH
 SHEETS THERE ARE NOTES TO COMPLY WITH 1207.2 AIR-BORNE
 SOUND AND 1207.3 STRUCTURE BORNE SOUND. IN NEITHER CASE
 HAS TESTING REPORTS SUBMITTED PROVIDING CODE
 COMPLIANCE. PAGE 008 HAD A NOT OF REPORT NGC7005033 BUT
 NOT SUBMITTED.
  
 7) PAGE 005/ A-1.02 OCCUPANCY & EGRESS PLAN / FIRE WALL
 SEPARATION.
 7A)GROUND FLOOR EGRESS PLAN. BLDG. AREA (2) THE TYPICAL
 FLOOR PLAN SOUTH VERTICAL EXIT STAIR (2 HOUR RATED
 STAIR ENCLOSURE EMPTIES INTO A EXIT PASAGEWAY (1023.1)
 NOT A EGRESS CORRIDOR. WHEN YOU ENTER A VERTICAL EXIT,
 YOU HAVE TO CONTINUE THAT LEVEL OF PROTECTION THROUGH
 TO THE EXIT DISCHARGE. 1023.5 OPENINGS AND
 PENETRATIONS.EXCEPT AS PERMITTED IN SECTION 402.4.6,
 OPENINGS IN EXIT PASSAGEWAYS OTHER THAN EXTERIOR
 OPENINGS SHALL BE LIMITED TO THOSE NECESSARY FOR EXIT
 ACCESS TO THE EXIT PASSAGEWAY FROM NORMALLY OCCUPIED
 SPACES AND FOR EGRESS FROM THE EXIT PASSAGEWAY.
 WHERE AN EXIT ENCLOSURE IS EXTENDED TO AN EXIT
 DISCHARGE OR A PUBLIC WAY BY AN EXIT PASSAGEWAY, THE
 EXIT PASSAGEWAY SHALL ALSO COMPLY WITH SECTION
 1022.2.1.
 ELEVATORS SHALL NOT OPEN INTO AN EXIT PASSAGEWAY.
  
 402.4.6 SERVICE AREAS FRONTING ON EXIT PASSAGEWAYS.
 MECHANICAL ROOMS, ELECTRICAL ROOMS, BUILDING SERVICE
 AREAS AND SERVICE ELEVATORS ARE PERMITTED TO OPEN
 DIRECTLY INTO EXIT PASSAGEWAYS, PROVIDED THE EXIT
 PASSAGEWAY IS SEPARATED FROM SUCH ROOMS WITH NOT LESS
 THAN 1-HOUR FIRE BARRIERS CONSTRUCTED IN ACCORDANCE
 WITH SECTION 707 OR HORIZONTAL ASSEMBLIES CONSTRUCTED
 IN ACCORDANCE WITH SECTION 712, OR BOTH. THE MINIMUM
 FIRE PROTECTION RATING OF OPENINGS IN THE FIRE BARRIERS
 SHALL BE 1 HOUR.
 SUCH ROOMS OR AREAS SHALL BE PROTECTED BY AN APPROVED
 SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE
 WITH SECTION 903; HOWEVER, THE EXCEPTION IN NFPA 13,
 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS,
 THAT PERMIT THE OMISSION OF SPRINKLERS FROM SUCH ROOMS
 SHALL NOT BE PERMITTED.
  
 PLEASE ALSO NOTE THAT WITH OPENING 208 BEING GATE THIS
 WILL BE REQUIRED TO BE THE EXIT DOOR WITH CLOSER, THE
 DOOR WITH A CLOSER AND LATCH WILL REQUIRE ACLEAR FLOOR
 SPACE SEE ACCESS. CODE FIGURE 404.2.4.1 (C).
  
 7B) GROUND FLOOR EGRESS PLAN. THE INTERIOR SIDE OF THE
 LOT LINE IS NOT SHOWN NOR IS THE WEST PROPERTY LINE NOT
 SHOWN. THE POOL AND SUN DECK SHOWS (2) MEANS OF EGRESS
 FROM THE POOL BUT THE PLANS DO NOT SHOW HOW EGRESS TO
 THE PUBLIC WAY WILL BE COMPLIED WITH. PLEASE PROVIDE
 THE DISTANCE FROM THE BUILDING TO THE LOT LINE. THE
 WEST VERTICAL EXIT ALSO EMPTIES TO THE SIDE CLOSEST TO
 THE PROPERTY LINE PLEASE PROVIDE COMPLIANCE WITH FBC-B
 1027.2-1027.6.
  
 7C) CLUBHOUSE EGRESS PLAN. PLEASE NOTE THERE ARE
 VARIOUS ROOMS THAT ARE NOT IDENTIFIED ON THIS PLAN,
 USE, SQ. FOOTAGE AND OCCUPANCY LOADS CAN NOT BE
 CONFIRMED. 107.3.5.1 MINIUMUM CRITERIA FOR COMMERCIAL
 BUILDING PLAN REVIEW.
  
 7D) THE FITNESS CENTER SHOWS THE MEANS OF EGRESS GOING
 THROUGH INTO THE 3 HR RATED VERTICAL EXIT, SHEET A-6.01
 STAIR PLAN # 2 IST FLOOR, PLEASE
 PROVIDE THE HEAD ROOM FROM THE 1ST FLOOR SLAB TO THE
 MID-LANDING AS PART OF A MEANS OF EGRESS MINIMUM HEAD
 ROOM FBC-B 1208.2. 1006.3.9
 SIGNS INSTALLED AS PROJECTIONS FROM A WALL OR CEILING
 WITHIN THE MEANS OF EGRESS SHALL PROVIDE VERTICAL
 CLEARANCE NO LESS THAN 80 INCHES (2134 MM) FROM THE
 WALKING SURFACE.
  
 7E) PLEASE REVIEW RETAIL SUITES 200, 300 & 400 ALL ARE
 FIGURED AT 200 FT/ OCC. 1ST FLOOR RETAIL IS FIRURED AT
 30 SQ. FT./ OCC. FBC-B TABLE 1004.1.1.
  
 7F) THE MULTI-PURPOSE ROOM IS MISSING FROM THE 1ST
 FLOOR OCCUPANCY LOAD TABLE FBC-B TABLE 1004.1.1.
  
 7G) THE CLUBHOUSE/ LEASING ROOM IS NOT DEFINED AS TO
 LOCATION SHEET A-4.11 DOES NOT REFERANCE SUCH AREA.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 7H) THE RETAIL SPACE WITH 1050 SQ. FT. /30= 52
 OCCUPANTS, DOOR 103 WILL NEED TO SWING IN THE DIRECTION
 OF EGRESS TRAVEL. FBC-B 1008.1.2.
  
 8) PAGE 13/ A-2.00 ARCHITECTURAL SITE REFERENCE PLAN:
 8A) IT APPEARS THERE IS A DISCREPANCY IN THE 1ST FLOOR
 UNIT DESIGN, THE GRAPH SHOWS UNIT TYPES ON THE FIRST
 FLOOR AS RESIDENTIAL UNITS WHERE AS THE LOWER RIGHT
 PORTION OF THE PAGE SHOWS (3) RETAIL UNITS. 107.2.1.3
 ADDITIONAL INFORMATION REQUIRED, DISCREPANCY IN PLANS.
  
 9) PAGE 42/ A-6.20 :
 9A) TRASH ROOM 2ND THROUGH THE 4TH FLOOR SHOW THE WHOLE
 OF THE TRASH ROOM/ ENCLOSRE AS BEING WITHIN THE 2 HOUR
 RATING FOR A SHAFT. DETAIL # 6 LABELS THE REFUSE CHUTE
 ITSELF AS THE SHAFT, THIS IS JUST THE TRASH CHUTE
 ITSELF.
  
 FBC-B 708.13.1 REFUSE AND LAUNDRY CHUTE ENCLOSURES. A
 SHAFT ENCLOSURE CONTAINING A REFUSE OR LAUNDRY CHUTE
 SHALL NOT BE USED FOR ANY OTHER PURPOSE AND SHALL BE
 ENCLOSED IN ACCORDANCE WITH SECTION 708.4. OPENINGS
 INTO THE SHAFT, INCLUDING THOSE FROM ACCESS ROOMS AND
 TERMINATION ROOMS, SHALL BE PROTECTED IN ACCORDANCE
 WITH THIS SECTION AND SECTION 715. OPENINGS INTO CHUTES
 SHALL NOT BE LOCATED IN CORRIDORS. DOORS SHALL BE SELF-
 OR AUTOMATIC-CLOSING UPON THE ACTUATION OF A SMOKE
 DETECTOR IN ACCORDANCE WITH SECTION 715.4.8.3, EXCEPT
 THAT HEAT-ACTIVATED CLOSING DEVICES SHALL BE PERMITTED
 BETWEEN THE SHAFT AND THE TERMINATION ROOM.
  
 9B) WITH THE CORRECTED SHAFT THE ACCESS ROOM THAT LEADS
 FROM THE CORRIDOR TO THE REFUSE SHUTE, THIS AREA WILL
 NEED TO COMPLY WITH 708.13.3 A 1 HOUR FIRE BARRIER WITH
 3/4 HR DOOR SELF CLOSING OR AUTOMATIC CLOSING UPON THE
 DETECTION OF SMOKE IN ACCORDANCE WITH SECTION
 715.4.8.3.
  
 9C) DETAIL # 6 FOR THE TRASH COLLECTION ROOM FAILS TO
 PROVIDE A FIRE RATING AT THE BOTTOM OF THE SHAFT, (2ND
 FLOOR LEVEL). SEE FBC-B 708.11 ENCLOSURE AT THE BOTTOM.
 NOTE THAT THE 3 HOUR FIRE RATED WALLS WOULD MEET THE
 FIRE RATINGS REQUIRED, ONLY 2 HRS REQUIRED BUT THE
 OPENING PROTECTIVES WOULD THEN NEED TO BE 1 1/2 HOUR
 FIRE RATING PER TABLE 715.4.
  
 10) PAGE 40 - 41/ A-8.10- A-8.11 NEITHER ELEVATOR SHOWS
 COMPLIANCE WITH THE AMBULANCE STRETCHER
 REQUIREMENTSFBC-B 3002.4. THE ELEVATOR CAR SHALL BE OF
 SUCH A SIZE AND ARRANGEMENT TO ACCOMMODATE AN AMBULANCE
 STRETCHER 24 INCHES BY 76 INCHES (610 MM BY 1950 MM)
 WITH NOT LESS THAN 5-INCH (127 MM) RADIUS CORNERS, IN
 THE HORIZONTAL, OPEN POSITION AND SHALL BE IDENTIFIED
 BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL
 SERVICES (STAR OF LIFE). THE SYMBOL SHALL NOT BE LESS
 THAN 3 INCHES (76 MM) HIGH AND SHALL BE PLACED INSIDE
 ON BOTH SIDES OF THE HOISTWAY DOOR FRAME.
  
 11) PAGE 25 / A-4.12 THIS COMMENT IS COMMON FOR THE 2ND
 FLOOR THRU 4TH FLOOR. DETAIL # 4 DOOR # 209 ON THE DOOR
 SCHEDULE IS INDICATED AS A 45 MINUTE REATED DOOR,
 PLEASE REVIEW FBC-B 509.5 A FIRE-RESISTANCE RATING OF
 NOT LESS THAN 3 HOURS AND THE FLOOR AREA IS SUBDIVIDED
 BY 2-HOUR FIRE-RESISTANCE-RATED FIRE WALLS INTO AREAS
 OF NOT MORE THAN 3,000 SQUARE FEET . OPENING
 PROTECTIVES 715.4 2HR FIRE WALL/ 1 1/2 OPENING
 PROTECTIVES.
  
 12) PAGE 16/ A-3.10. THIS SHEET IS ACTUALLY A-3.41 ,
 SHOULD BE PAGE 23, OUT OF ORDER OF THE INDEX.THE NEXT6
 SHEETS ARE NOW OUT OF ORDER TO THE INDEX OF SHEETS.
  
 13 PAGE 17/ A-3.10 THE EXIT ACCESS WALL COMMON TO THIS
 UNIT HAS A WALL TAG # 21 THIS WALL DOES NOT INDICATE
 COMPLIANCE WITH FBC-B 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.
  
 13) PAGE 18/ A-3.11 THE EXIT ACCESS WALL COMMON TO THIS
 UNIT HAS A WALL TAG # 21 THIS WALL DOES NOT INDICATE
 COMPLIANCE WITH FBC-B 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.
  
 14A) PAGE 19/ A3.12 THE BATHROOM WALL NEXT TO THE
 GARDEN TUB DOES NOT HAVE A WALL IDENTIFICATION TAG,
 SHOW COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE SOUND.
  
 14B) PAGE 19/ A3.12 THE KITCHEN WALL NEXT TO THE SINK
 HAS A WALL IDENTIFICATION TAG OF 33, THIS WALL DOES NOT
 HAVE ANY SOUND RATING, SHOW COMPLIANCE WITH FBC-B
 1207.2 AIR-BORNE SOUND.
  
 15) PAGE 20/ A3.20 THE EXIT ACCESS WALL COMMON TO THIS
 UNIT HAS A WALL TAG # 21 THIS WALL DOES NOT INDICATE
 COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE SOUND.
  
 16A) A3.21 THE EXIT ACCESS WALL COMMON TO THIS UNIT HAS
 A WALL TAG # 21 THIS WALL DOES NOT INDICATE COMPLIANCE
 WITH FBC-B 1207.2 AIR-BORNE SOUND.
  
 16B) MASTER BATH GARDEN TUB WALL THAT BACKS UP TO
 SHAFT, NO SHAFT IS SHOWN WALL TAG# 30 , WALL TYPE 30
 DOES NOT PROVIDE COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE
 SOUND.
  
 17) A3.22 WALL TAGS 33 & 35, BOTH OF THESE WALLS DO NOT
 PROVIDE COMPLIANCE WITH FBC-B 1207.2 AIR-BORNE SOUND.
  
 18) PAGE 25, A4.12 HVAC SHAFT, THIS COMMENT STANDS FOR
 ALL FLOORS, WALL TAG # 30 DOES NOT SHOW COMPLIANCE WITH
 FBC-B 1207.2 AIR-BORNE SOUND.
  
 19) PAGE 43/ A7.01 GUARD RAILINGS FOR BALCONIES.
 DETAILS 3, 10 & 11 SHOW GUARD RAIL ATTACHMENT TO THE
 STRUCTURE WITH EXSPANSION BOLTS. THERE IS A NOTE ON THE
 PLANS THAT THE CONNECTION DETAILS ARE TO BE DESIGNED BY
 A ENGINEER LICENSED IN THE STATE OF FLORIDA. WHAT THE
 DESIGNER OF RECORD FAILED TO PROVIDE IS THE
 REQUIREMENTS OF THE CODE FOR THE ENGINEER TO FOLLOW.
 2010 FBC-B 1607.7.1 HANDRAILS AND GUARDS.
 1607.7.1.1 CONCENTRATED LOAD.
 1607.7.1.2 COMPONENTS.
  
 20) PAGE 44/ A-7.02 & S-7.04 VARIOUS DETAILS AND DESIGN
 ARE SHOWN FOR CANOPY AND AWNINGS, THERE IS NO
 ATTACHMENT INFORMATION NOR IS THERE A PROPOSED WIND
 DESIGN PARAMETERS FOR THE SPECIALTY ENGINEER TO DESIGN.
 FBC-B 3105.
  
 21) PAGE 45/ A-7.03 ROOF DETAILS NOR THE ENERGY
 CALCULATIONS PROVIDE WHAT THE MINIMUM ROOF INSULATION
 IS THAT IS REQUIRED. NOTE THE ENERGY FORMS ARE NOT
 CORRECT, THE FRONT PAGE IS FOR A 1 STORY BUILDING,
 PAGES 33-34 BOTH SHOW A VALUE OF R-21.2 PLEASE PROVIDE
 HOW CODE COMPLIANCE WITLL BE ACHIEVED. WHOLE BUILDING
 METHOD FL ENERGY 506.2.1.
  
 22) PAGE 49/ S1.01 THE GENERAL NOTE # 3 PROVIDES THE
 WIND DESIGN CRITERIA BUT DOES NOT EXPLAIN MORE THAN
 COMPONENTS AND CLADDING (VASD) +54.14/ -70.75 PSF. THIS
 PRESSURE DOES NOT INDICATE FOR WHAT SQ. FT. THIS
 DESIGNED FOR, NOR DOES IT PROVIDE FOR WHAT ZONE, ROOF
 OR WALL.
 PLEASE PROVIDE A VULT AND VASD SCHEDULE FOR ZONES, 1,
 2, 3, 4 & 5 FOR 10 SQ. FT., 20 SQ. FT, 50 SQ. FT. & 100
 SQ. FT. THE TABLES IN THE CODE BOOKS ARE NOT GOOD ABOVE
 60 FT. FBC-B TABLE 1609.6.2./ COMPONENTS AND CLADDING
 1709.6.4.4.1.
 NOTE WITHOUT THIS INFORMATION THE SUBMITTED PRODUCT
 APPROVALS CAN NOT BE REVIEWED FOR CODE COMPLIANCE.
  
 23) CELCORE LIGHTWEIGHT INSULATING CONCRETE NOA
 13-0307.02 CIRCLE THE SUS-SYSTEM THAT IS TO BE USED ON
 THIS PROJECT AND THE ASSOCIATED PRESSURES. 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED. 107.2.1.2 FOR ROOF
 ASSEMBLIES REQUIRED BY THE CODE, THE CONSTRUCTION
 DOCUMENTS SHALL
 ILLUSTRATE, DESCRIBE AND DELINEATE THE TYPE OF ROOFING
 SYSTEM, MATERIALS, FASTENING REQUIREMENTS, FLASHING
 REQUIREMENTS AND WIND RESISTANCE RATING THAT ARE
 REQUIRED TO BE INSTALLED. PRODUCT EVALUATION AND
 INSTALLATION SHALL INDICATE COMPLIANCE WITH THE WIND
 CRITERIA REQUIRED FOR THE SPECIFIC SITE OR A STATEMENT
 BY AN ARCHITECT OR ENGINEER FOR THE SPECIFIC SITE MUST
 BE SUBMITTED WITH THE CONSTRUCTION DOCUMENTS.
  
 24) JOHNS MANVILLE NOA 13-0129.20 MODIFIED OVER
 CONCRETE DECK, CIRCLE WHICH SUB-SYSTEM IS TO BE
 INSTALLED ON THIS PROJECT, PLEASE NOTE THE DESIGN
 PRESSURES AND IF LIMITATION 7 OR 9 APPLIES. LIMITATION
 7 MAY REQUIRE CALCULATIONS FROM A DESIGN PROFESSIONAL.
  
 25) ALL GLAZED OPENINGS BOTH WINDOWS AND DOORS AND
 MULLIONS CIRCLE THE TYPE OF GLAZING TO BE INSTALLED,
 WIDTH, HEIGHT AND ASSOCATED PRESSURES FOR REVIEW.
 107.2.1.3
  
 26) NYSTROM ROOF HATCH NOA 12-0320.30 GOOD FOR +/-
 100PSF VASD. SHEET A-6.00 IT APPEARS THERE IS OVER A
 3'-0" PARAPET ELIMINATING ZONE 3, THIS UNITWILL NEED TO
 MEET THE ROOF ZONE PRESSURES FOR ROOF ZONE 3 WILL BE
 REVIEWED ONCE PRESSURES ARE PROVIED.
  
 27A) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE
 PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N-03
 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..
  
 27B) THE PRODUCT APPROVALS THAT MAKE UP THE ENVELOPE OF
 THE BUILDING IF THE CONTRACTOR OR DESIGN PROFESSIONAL
 ELECT CAN BE A NO FEE DEFERRAL. THIS DOES ALLOW THE
 CONTRACTOR TO BID OUT THE PROJECT AND SUBMIT THE ACTUAL
 PRODUCTS THAT WILL BE INSTALLED ON THEIRE PROJECT. A
 WRITTEN RESPONCE WILL BE REQUIRED IF THIS OPTION IS
 DESIRED.
 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS
 SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE
 PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE
 TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO
 THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
 DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR
 APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED
 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST
 THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS
 FOR REVIEW BY THE BUILDING OFFICIAL.
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE
 BEEN APPROVED BY THE BUILDING OFFICIAL.
  
 28) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. FOR DIGITAL
 PLANS, YOU WILL NEED TO PRINT THE CODE SUMMARY SHEET
 AND FLOOR PLANS TO SUBMIT TO THE COUNTY FOR REVIEW.WE
 WILL NEED THE STAMPED SHEET AND THE RECEIPT. PLEASE
 CALL (561)233-5025 FOR MORE INFORMATION.
  
 29) FOR DIGITAL REVIEW PLEASE SUBMIT 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.
  
 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.
  
  
 TO REVIEW PERMIT STATUS OR ALL REVIEWS YOU MAY LOG ONTO
 HTTP://ONESTOPSHOP.WPBGOV.COM/EGOVPLUS/PERMIT/PERM_STA
 TUS.ASPX FOR PERMIT STATUS.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  


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