Plan Review Notes
Plan Review Notes For Permit 18090469
Permit Number 18090469
Review Stop B
Sequence Number 1
Notes
Date Text
2018-12-05 11:51:512017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 18090469
 ADD: 360 ROSEMARY AVE. / PCN: 74-43-43-21-01-022-0040
 CONT: MOSS & ASSOCIATES LLC
 TEL: 954-524-5678
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION.
  
 1ST REVIEW
 DATE: MONDAY DEC.10TH/ 2018. COMPLETED REVIEW.
 ACTION: DENIED
  
 1) ART IN PUBLIC PLACES. THE CITY OF WEST PALM BEACH
 ART IN PUBLIC PLACES ORDINANCE REQUIREMENT THAT APPLIES
 TO ANY REMODEL OR NEW CONSTRUCTION PROJECT FOR WHICH
 THE PERMIT APPLICATION WAS SUBMITTED AFTER 6/29/14, AND
 THE TOTAL PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR
 GREATER THAN $750,000 WILL NEED TO COMPLY WITH THIS
 ORDINANCE.
 PER CITY OF WEST PALM BEACH ORDINANCE NO. 4504-14, AND
 CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE V,
 ART IN PUBLIC PLACES, SECTION 78-123(A) AND SECTION
 78-126(A), THE ART ASSESSMENT IS 1% OF THE TOTAL
 PROJECT CONSTRUCTION COST.
 PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE
 V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND
 NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO
 THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE
 PROJECTS.
 SEC. 78-129. - PUBLIC ART ASSESSMENT FOR PRIVATE
 DEVELOPMENT.
 (A) APPLICABILITY. THE PROVISIONS OF THIS ARTICLE AND
 THE PUBLIC ART ASSESSMENT SECTION SHALL APPLY TO ALL
 PRIVATE DEVELOPMENT PROJECTS, INCLUDING NEW
 CONSTRUCTION, OR THE RENOVATION OR IMPROVEMENT OF AN
 EXISTING BUILDING, WHERE TOTAL CONSTRUCTION COSTS ARE
 EQUAL TO OR GREATER THAN $750,000.00. ALL BUILDINGS
 WITHIN NEW PLANNED DEVELOPMENTS SHALL BE ASSESSED
 CUMULATIVELY TOWARDS THIS ART IN PUBLIC PLACES
 REQUIREMENT, EVEN IF THE BUILDINGS ARE PERMITTED
 SEPARATELY OR DEVELOPED IN PHASES. THE PROVISIONS OF
 THIS SECTION APPLY TO NEW DEVELOPMENT OR NEW
 CONSTRUCTION WITHIN EXISTING PLANNED DEVELOPMENTS.
 FOR CONTACT INFORMATION PLEASE CONTACT:
 MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR
 822-1515 E-MAIL: [email protected].
  
 2A) PLEASE NOTE SHEET 002-G10.02 SHEET INDEX-VOLUME 1
 IS MISSING THE STRUCTURAL SHEETS S0.01 THROUGH S4.05,
 THERE ARE 57 STRUCTURAL SHEETS MISSING FROM THE INDEX
 OF DRAWINGS. 107.2.1.2. ADDITIONAL INFORMATION IS
 REQUIRED.
  
 2B) PLEASE NOTE SHEET 002-G10.02 SHEET INDEX-VOLUME 1
 IS MISSING THE SHEET 274-AE6.00. 107.2.1.2. ADDITIONAL
 INFORMATION IS REQUIRED.
  
 3A) SHEET 007-LS0.01 THE LIFE SAFETY ANALYSIS SHEET NOR
 ANY OF THE LIFE SAFETY SHEETS FOR EACH FLOOR SHOW A
 CHART PER FLOOR FOR THE SQUARE FOOTAGE PER FLOOR PER
 OCCUPANCY, NOR THE OCCUPANCY LOADS PER FLOOR, NOR THE A
 MENTIONED ABOVE FOR THE WHOLE BUILDING. THE CLOSEST IS
 A PLUMBING FIXTURE CALCULATION THAT SHOW A ZERO
 OCCUPANT LOAD FOR LEVELS 2 THROUGH 8? PLEASE REVIEW THE
 2017 FBC-B TABLE 1004.1.2 PARKING GARAGES 200 GROSS
 OCCUPANT LOAD FACTOR. 107.2.1.2 ADDITIONAL INFORMATION
 IS REQUIRED.
  
 3B) PLEASE NOTE THE DOLLAR AMOUNT STATED IN THE PERMIT
 APPLICATION CANNOT BE CALCULATED AS TO THE VALUE OF THE
 BUILDING SINCE AS STATED ABOVE THERE IS NO CHART PER
 FLOOR FOR THE SQUARE FOOTAGE PER FLOOR PER OCCUPANCY,
 NOR THE OCCUPANCY LOADS PER FLOOR, NOR THE A MENTIONED
 ABOVE FOR THE WHOLE BUILDING.
  
 3C) SHEET 007-LS0.01 THE LIFE SAFETY PLAN ANALYSIS.
 THIS SHEET LIST CODE REFERENCES TO CHAPTER 4,9, 10 WITH
 VARIOUS CODE SECTIONS. EXAMPLES:
 403.4.7 SMOKE REMOVAL 909.16 FIRE FIGHTERS SMOKE
 CONTROL PANEL, 909.16.1 SMOKE CONTROL SYSTEMS, 909.16.2
 SMOKE CONTROL PANEL AND 909.16.3 CONTROL PANEL AND
 PROPERTIES. PLEASE NOTE LISTING THESE CODE SECTIONS
 DOES NOT MEAN CODE COMPLIANCE.
  
 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 107.2.1.
 W.P.B. ADMINISTRATIVE CODE/2017. 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? PLEASE PROVIDE THE SMOKE CONTROL RATIONAL
 ANALYSIS.
  
 3D) SHEET 007-LS0.01 THE LIFE SAFETY PLAN ANALYSIS.
 THIS SHEET LIST CODE REFERENCES TO CHAPTER 9 OF THE
 FBC-B THE SECTION DEALING WITH THE FIRE COMMAND CENTER
 911.1 THROUGH 911.1.5.
  
 W.P.B. ADMINISTRATIVE CODE/2017. 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? PLEASE SHOW HOW COMPLIANCE WILL BE ACHIEVED.
  
  
 4) 2017 W. P. B. AMENDMENTS TO CHAPTER 1
 ADMINISTRATION. 109.3* 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 REFERENCES 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. 2017 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION
 107.2.1.
 THIS MAIN BUILDING PERMIT WILL INCLUDE THE FEES FOR THE
 MECHANICAL, ELECTRICAL, PLUMBING & ROOFING PERMITS.
 WHEN THE GENERAL CONTRACTOR COMES IN FOR A BUILDING
 PERMIT WITH THE SIGNED PERMIT APPLICATION FORM BY THE
 QUALIFIER AND OWNER AND BRINGS IN THE LISTED
 SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE
 QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND
 LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE
 FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN
 LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR
 EACH PERMIT.
 ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, RACK
 STORAGE, EXHAUST HOODS, ANSUL SYSTEMS OR ALTERNATIVE
 AUTOMATIC FIRE-EXTINGUISHING SYSTEMS, WALK IN COOLERS &
 FREEZERS, ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL
 TANKS, GAS PERMIT, POOL, JACUZZI AND ASSOCIATED
 SUB-PERMITS, AWNING, SCREEN ENCLOSURES, CANOPY, FENCE,
 LANDSCAPE, IRRIGATION, AUGER CAST PILE AND OR
 FOUNDATION OR STRUCTURE ONLY PERMIT WILL BE SEPARATE
 REVIEWS AND ASSOCIATED FEES WITH EACH PERMIT.
 PLEASE PROVIDE AN ITEMIZED LIST AND SUBTRACT THESE LINE
 ITEMS AND THEIR VALUE FROM THE OVERALL BUILDING VALUE
 STATED ON THE PERMIT APPLICATION FOR THIS PROJECT. THE
 REMAINING BALANCE WILL BE AFFECTIVELY THE VALUE OF THE
 BUILDING YOU WILL BE PAYING FOR THIS PERMIT. THE
 BUILDING DEPARTMENT DOES NOT WANT TO COLLECT TWICE FOR
 THE VALUE OF THESE SUB-PERMITS NOT COVERED UNDER THE
 PRIME OR MASTER PERMIT.
 5) SUPPORTING DOCUMENT FOLDER. WITHIN THE SUPPORTING
 DOCUMENT FOLDER THERE IS LISTED SPECIFICATION MANUAL.
 PLEASE NOTE THIS DOCUMENT IS NOT TO BE REVIEWED AND NOT
 PART OF THE PLAN REVIEW DOCUMENTS, IT SHOULD BE REMOVED
 OR MARKED VOID/ NOT REVIEWED. THIS DOCUMENT IS FROM THE
 DESIGNERS OF RECORD AND DIRECTED TO THE CONTRACTORS OF
 RECORD FOR SPECIFICATIONS. 107.2.1.3 QUALITY OF PLANS.
 THIS POLICY MAY INCLUDE SUCH THINGS AS MINIMUM SIZE,
 SHAPE, CONTRAST, CLARITY, OR OTHER ITEMS RELATED TO
 RECORDS MANAGEMENT. ELECTRONIC MEDIA MUST BE COMPATIBLE
 WITH THE ARCHIVE REQUIREMENTS OF FLORIDA STATUTES.
 6) SHEET 059-S0.05 INDICATES WIND TUNNEL AND CLADDING
 PRESSURES. THIS REVIEW CYCLE NO WIND TUNNEL TEST REPORT
 WAS SUBMITTED. PLEASE SUBMIT THE WIND TUNNEL TEST IN
 ELECTRONIC VERSION WITH AN ELECTRONIC SIGNATURE OR
 PAPER WITH ORIGINAL SIGNATURE AND SEAL. WIND TUNNEL
 TESTING IS TO COMPLY WITH: 2017 FBC-B 1609.1.1
 EXCEPTION 6.WIND TUNNEL TESTS IN ACCORDANCE WITH ASCE
 49 AND SECTIONS 31.4 AND 31.5 OF ASCE 7.
 SHEET 059-S0.05 WIND TUNNEL COMPONENTS AND CLADDING
 PRESSURES CANNOT BE VERIFIED, NO PRESSURES ARE GIVEN ON
 THE ELEVATIONS. PLEASE ALSO SPECIFY IF THE PRESSURES
 WHEN ADDED ARE IN VULT OR VASD. THE PRESSURES FOR
 PRODUCT APPROVALS ARE IN VASD.
 7) MISSING ENERGY REPORT 2017 FBC-ENERGY C101.5
 COMPLIANCE. COMMERCIAL BUILDINGS SHALL MEET THE
 PROVISIONS OF FLORIDA BUILDING CODE, ENERGY
 CONSERVATION?COMMERCIAL PROVISIONS.
 C401.2 APPLICATION. COMMERCIAL BUILDINGS SHALL COMPLY
 WITH ONE OF THE FOLLOWING:
  
 7.1.THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1,
 EXCLUDING SECTION 9.4.1.1(G) OF THE STANDARD.
  
 7.2.THE REQUIREMENTS OF SECTIONS C402 THROUGH C405. IN
 ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY WITH
 SECTION C406 AND TENANT SPACES SHALL COMPLY WITH
 SECTION C406.1.1.
  
 7.3.THE REQUIREMENTS OF SECTIONS C402.5, C403.2, C404,
 C405.2, C405.3, C405.5, C405.6 AND C407. THE BUILDING
 ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85 PERCENT
 OF THE STANDARD REFERENCE DESIGN BUILDING.
  
 8) THIS HIGH-RISE PROJECT 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.
  
 8A) 109.3.6.1 THRESHOLD INSPECTION PLAN. COMPLETED,
 SHEET 060-S0.06. 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.
  
 8B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 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. THE THRESHOLD INSPECTION FORMS
 ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH
 INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND
 REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE
 PLACE.
  
 FORMS SENT TO [email protected] SAT. DEC. 01/2018 12:48
 PM/
 REPLIED: MON. DEC. 03/2018 8:37 AM
  
 8C) 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 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.
  
 8D) 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.
 NOTE: SHEET 060-S0.06 THRESHOLD NOTES. GENERAL NOTE K
 INDICATES THE SPECIAL INSPECTOR IS TO HAVE 10 YEARS
 EXPERIENCE IN INSPECTION, DESIGN OF SIMILAR STRUCTURES.
  
 8E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 8F) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
 REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE,
 PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING
 ISSUED, THE PERMIT LIBRARIAN WILL THEN 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
 COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE OTHER FOR
 THE MEP INSPECTORS OTHER PLANS YOU WISH TO PRINT MAYBE
 IN BLACK & WHITE..
 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD
 BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS
 CONCERNING SPECIAL INSPECTORS.
  
 8G) 110.3.7.4.3 ALL SHORING AND RESHORING PROCEDURES,
 PLANS AND DETAILS SHALL BE SUBMITTED TO THE ENFORCEMENT
 AGENCY FOR RECORDKEEPING. EACH SHORING AND RESHORING
 INSTALLATION SHALL BE SUPERVISED, INSPECTED AND
 CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING
 DOCUMENTS BY THE CONTRACTOR.
  
 8H) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR ALL
 BUILDING INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6
 MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.
  
 8I) 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.
  
 9) SHEET 005-AS0.01 SITE PLAN VERSES 006-AS0.02. IT
 APPEARS THE SITE PLAN INCLUDES 360 S. ROSEMARY, 370 S.
 ROSEMARY AND 352 EVERNIA ST. PLUS CITY OF W. P. B.
 ABANDONMENT OF A PORTION OF THE ALLEY. PLEASE NOTE A
 NEW PLAT WILL NEED TO BE RECORDED AND DOCUMENTATION OF
 THE CITY OF WEST PALM BEACH ABANDONING A PORTION OF THE
 ALLEY AND THE RELOCATION OF UTILITIES. PLEASE ALSO NOTE
 THE ALLEYWAY BEHIND 352 EVERNIA ST. IT WOULD APPEAR THE
 PROPERTY LINE IS DRAWN TO THE CENTERLINE OF THE ALLEY
 WHEREAS THE CORNERS OF THE LOT ARE DESIGNATED AS THE
 SOUTH SIDE OF THE ALLEY. PLEASE PROVIDE A SURVEY AND
 OVERLAY OF THE NEW PROPOSED LOT LINES (SEE 005-AS0.01).
 2017 FBC-B SECTION 503 & 602, BUILDINGS CANNOT GO
 BEYOND THE LOT LINES, THEY HAVE TO SIT ON ONE LOT.
  
 10) BOTH SHEETS LS1.01 LIFE SAFETY PLAN LEVEL 1 &
 134-AE1.01:
  
 10A) BOTH SHOW WHAT APPEARS TO BE A STRUCTURE JUST EAST
 OF THE NEWLY CREATED PROPERTY LINE. PLEASE IDENTIFY IF
 THIS LINE REPRESENTS THE WALL LINE OR ROOF LINE? PLEASE
 ALSO SHOW THE EXTERIOR STAIR LOCATED ON THE WEST SIDE
 OF THIS EXISTING BUILDING AND THE WIDTH OF THE
 UNPROTECTED EXTERIOR STAIR. PLEASE ALSO PROVIDE HOW
 MANY WINDOWS ARE WITHIN THIS WALL PER STORY AND SQ. FT.
 AREA OF UNPROTECTED OPENINGS. PLEASE PROVIDE THE
 DISTANCE FROM THE WALL LINE OF THIS EXISTING BUILDING
 TO THE PROPERTY LINE.
  
 THE CREATION OF NEW LOT LINES/ AND OR PLAT ARE NOT TO
 CREATE NEW NONCONFORMITIES TO EXISTING BUILDINGS. THE
 2017 FBC-B DEALS WITH:
  
 10A)(1). LIGHT FRAME CONSTRUCTION IN 704.4.1.
 LIGHT-FRAME CONSTRUCTION. STUDS AND BOUNDARY ELEMENTS
 THAT ARE INTEGRAL ELEMENTS IN LOAD-BEARING WALLS OF
 LIGHT-FRAME CONSTRUCTION SHALL BE PERMITTED TO HAVE
 REQUIRED FIRE-RESISTANCE RATINGS PROVIDED BY THE
 MEMBRANE PROTECTION PROVIDED FOR THE LOAD-BEARING WALL.
  
 10A)(2). 704.10 EXTERIOR STRUCTURAL MEMBERS.
 LOAD-BEARING STRUCTURAL MEMBERS LOCATED WITHIN THE
 EXTERIOR WALLS OR ON THE OUTSIDE OF A BUILDING (
 EXTERIOR STAIRS) OR STRUCTURE SHALL BE PROVIDED WITH
 THE HIGHEST FIRE-RESISTANCE RATING AS DETERMINED IN
 ACCORDANCE WITH THE FOLLOWING:
 1.AS REQUIRED BY TABLE 601 FOR THE TYPE OF BUILDING
 ELEMENT BASED ON THE TYPE OF CONSTRUCTION OF THE
 BUILDING;
 2.AS REQUIRED BY TABLE 601 FOR EXTERIOR BEARING WALLS
 BASED ON THE TYPE OF CONSTRUCTION; AND
 3.AS REQUIRED BY TABLE 602 FOR EXTERIOR WALLS BASED ON
 THE FIRE SEPARATION DISTANCE.
  
 10A)(3). TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL
 OPENINGS.
  
 10B) DISCREPANCY IN PLANS. SHEETS LS1.01 LIFE SAFETY
 PLAN LEVEL VERSES 134-AE1.01 OVERALL FLOOR PLAN LEVEL
 1. THE LIFE SAFETY PLAN SHOWS A 2 HOUR FIRE RATED WALL
 VERSES THE ARCHITECTURAL SHEET 1ST FLOOR SHOWS A 1 HOUR
 FIRE RATING. SEE FBC-B TABLE 601, 602 AND 704.10.
 PLEASE NOTE THIS COMMENT IS FOR ALL FIRE RATED WALLS.
 SHEET 188-AE4.01 ENLARGED FLOOR PLAN DOES SHOW WALL
 TAGS. SHEET 276-AE7.01 PROVIDES PARTITION TYPES, AND
 WALL RATINGS. WHEN YOU REFER TO THE UL FIRE RATED
 ASSEMBLIES, THERE IS NO ASSEMBLY SHOWN ON THE
 ARCHITECTURAL SHEETS FOR THE INSPECTOR TO FOLLOW, NOR
 WHEN YOU DO LOOK UP THE ASSEMBLIES THE ASSEMBLY DOES
 NOT INDICATE HOW TO TREAT THE FLOOR AND MORE IMPORTANT
 THE WALL TO DECK ABOVE. THE PLAN NOTES JUST STATE TO
 PROVIDE FR SEALANT AT THE TOP AND BOTTOM OF THE WALL.
 PLEASE PROVIDE COMPLIANCE WITH 2017 FBC-B SECTION
 715.1. JOINTS INSTALLED IN OR BETWEEN
 FIRE-RESISTANCE-RATED WALLS, FLOOR OR FLOOR/CEILING
 ASSEMBLIES AND ROOFS OR ROOF/CEILING ASSEMBLIES SHALL
 BE PROTECTED BY AN APPROVED FIRE-RESISTANT JOINT SYSTEM
 DESIGNED TO RESIST THE PASSAGE OF FIRE FOR A TIME
 PERIOD NOT LESS THAN THE REQUIRED FIRE-RESISTANCE
 RATING OF THE WALL, FLOOR OR ROOF IN OR BETWEEN WHICH
 THE SYSTEM IS INSTALLED. FIRE-RESISTANT JOINT SYSTEMS
 SHALL BE TESTED IN ACCORDANCE WITH SECTION 715.3.
  
 10C) DISCREPANCY IN PLANS. SHEETS LS1.01 LIFE SAFETY
 PLAN LEVEL VERSES 134-AE1.01 OVERALL FLOOR PLAN LEVEL
 1. ROOM 105 THE DIESEL TANK ROOM THE LIFE SAFETY PLAN
 SHOWS A 4 HOUR WALL VERSES THE ARCHITECTURAL SHEET
 SHOWING NO FIRE RATING.
  
 10D) DISCREPANCY IN PLANS. SHEETS LS1.01 LIFE SAFETY
 PLAN LEVEL VERSES 134-AE1.01 OVERALL FLOOR PLAN LEVEL
 1. ROOM # 107 THE FIRE PUMP ROOM THE WALLS ARE NOT
 SHOWN TO HAVE A FIRE RATING ON THE ARCHITECTURAL SHEET.
 THE 2017 FBC-B 913.2.1 REQUIRES 2 HOUR RATING.
  
 10E) DISCREPANCY IN PLANS. SHEETS LS1.01 LIFE SAFETY
 PLAN LEVEL VERSES 134-AE1.01 OVERALL FLOOR PLAN LEVEL
 1. ROOM 106 THE GENERATOR ROOM DOES NOT INDICATE RATING
 OF THE WALLS FOR FIRE ON THE ARCHITECTURAL SHEET.
 PLEASE SHOW COMPLIANCE WITH 403.4.8.1 OF THE 2017
 FBC-B.
  
 10F) 10E) DISCREPANCY IN PLANS. SHEETS LS1.01 LIFE
 SAFETY PLAN LEVEL VERSES 134-AE1.01 OVERALL FLOOR PLAN
 LEVEL 1. ROOMS 108 POWER ROOM AND 109 EMERGENCY
 ELECTRIC ROOM ALSO SIMILAR SITUATION, THE ARCHITECTURAL
 SHEETS DO NOT SHOW WALL RATINGS WHEREAS THE LIFE SAFETY
 PLAN SHOW A 2 HOUR FIRE RATING. PLEASE NOTE THIS IS A
 COMMON CODE VIOLATION FOR ALL OF THE 1ST FLOOR,
 ELEVATOR SHAFTS, ELEVATOR MACHINE ROOMS, STAIRWELLS,
 AND FIRE RESCUE LOBBY. 107.2.1.2 ADDITIONAL INFORMATION
 REQUIRED.
 10G) SHEETS 008-LS1.01 LIFE SAFETY PLAN LEVEL VERSES
 134-AE1.01 OVERALL FLOOR PLAN LEVEL 1.INTERIOR EXIT
 STAIRWELL 1 SHOWS A EGRESS CORRIDOR, PLEASE CORRECT ON
 BOTH SETS OF PLANS. THE VERTICAL INTERNAL EXIT STAIRWAY
 IS TO TERMINATE AT AN EXIT DISCHARGE. FBC-B 1023.3, THE
 EXCEPTION ALLOWS FOR AN EXIT PASSAGEWAY COMPLYING WITH
 1023.3.1. EXTENSION. PLEASE RENAME TO AN EXIT
 PASSAGEWAY.
 10G)(1) INTERIOR EXIT STAIRWELL 1 AND EXIT PASSAGEWAY.
 PLEASE NOTE ON THE MECHANICAL SHEET 350-M1.01 THE PLANS
 INDICATE TO BUILD A 10 INCH WIDE RATED CHASE FOR
 REFRIGERANT PIPING. THE FBC-B CODE SECTION 1023.2
 CONSTRUCTION FOR SHAFT CONSTRUCTION OF THE STAIRWELL
 FOR 4 STORIES OR MORE REQUIRES 2 HOUR CONSTRUCTION OF
 FIRE BARRIERS, VERTICAL AND HORIZONTAL. PLEASE REVIEW
 FBC-B 1023.5 PENETRATIONS AND THE LIMITATION. THERE CAN
 BE NO HORIZONTAL FIRE BARRIERS BUILT OUT OF DRYWALL,
 THERE IS NO UL LISTING FOR HORIZONTAL USAGE. PLEASE BE
 AWARE NO OTHER PLUMBING, OR ELECTRICAL PIPING CAN GO
 THROUGH THE VERTICAL EXIT NOR THE EXIT PASSAGE WAY, THE
 FPL VAULT IS JUST TO THE EAST OF THE EXIT
 PASSAGEWAY!!!!
 THE OTHER ISSUE WITH EXIT STAIRWELL 1 AND EXIT
 PASSAGEWAY, SHEET 350-M1.01 DOES INDICATE STAIR
 PRESSURIZATION FAN LOCATED ON THE MAIN ROOF, BUT THERE
 IS NO PRESSURIZATION FAN FOR THE EXIT PASSAGEWAY.
 PLEASE SHOW COMPLIANCE WITH FBC-B SECTION 1024.7
 VENTILATION.
 10H) LOADING DOCKS WOULD STILL BE CONSIDERED A S2
 OCCUPANCY AND REQUIRING SEPARATION FROM THE OTHER
 OCCUPANCIES AND ANCILLARY USES, SEE TABLE 508.4 OF THE
 FBC-B.
 10I) THE LOADING DOCKS DOES NOT INDICATE IF THIS IS TO
 BE CONSIDERED AN OPEN OR ENCLOSED PARKING GARAGE? SHOW
 COMPLIANCE WITH FBC-B 406.5 OPEN PARKING GARAGES OR
 406.6ENCLOSED PARKING GARAGES. PLEASE NOTE SHEET
 188-AE4.01 SHOWS THE WALL SEPARATING THE S2 OCCUPANCIES
 FROM MERCANTILE OR BUSINESS AS A NON-RATED WALL BUT 2
 C20 AND WALL TYPE C12 BOTH SHOW A 2 HOUR FIRE RATING.
 SE 2017 FBC-B TABLE 508.4. PLEASE ALSO SEE SHEET
 188-AE4.01 DOOR 115A, THIS DOOR DOES NOT SHOW A RATING
 BETWEEN THE S2/ M, B OCCUPANCIES. SEE OPENING
 PROTECTIVES. FBC-B 716-5. 107.2.1.2 ADDITIONAL
 INFORMATION REQUIRE.
 10J) SHEET 134-AE1.01 SHOWS A STAIR BY THE CONCRETE
 RAMP BY THE POWER ROOM 108. PLEASE NOTE THE SAME STAIR
 ON SHEET 008-LS1.01 IS NOT COMPLETE. 107.2.1.2
 ADDITIONAL INFORMATION IS REQUIRED.
 10K) ADDITIONAL INFORMATION IS REQUIRED, 107.2.1.2.
 WHEN VIEWING THE 1ST LEVEL LIFE SAFETY PLAN 008-LS1.01
 AND SHEET 134-AE1.01 THE FURTHEST EAST PROPERTY LINE
 GRID LINE 1 THRU 6 IT APPEARS TO BE A 2 HOUR FIRE RATED
 WALL ON THE 1ST LEVEL. SHEET 154-AE2.02, IN VIEWING THE
 EAST ELEVATION, GRID LINES 1-6 FOR THE 1ST FLOOR IT
 WOULD APPEAR THIS AREA HAS COLUMNS AND OPEN AREAS IN
 THE WALLS? THIS AREA IS ONLY 1 FOOT FROM THE PROPERTY
 LINE, FBC-B TABLE 705.8 0-3 FEET FROM THE PROPERTY LINE
 NO OPENINGS ARE ALLOWED.
 10L) SHEET 154-AE2.02 THE SOUTH ELEVATION & 164-AE2.19,
 PLEASE PROVIDE THE TOTAL AMOUNT OF SQUARE FOOT AREA FOR
 WALL ON THE 1ST FLOOR FROM GRID LINE F TO H. IT WOULD
 APPEAR YOU ARE OVER THE ALLOWABLE OPENING SIZE OF 45%
 OF OPENING SIZE FOR UNPROTECTED/ SPRINKLERED FOR 10 TO
 15 FOOT FIRE SEPARATION DISTANCE. I GOT A PERCENTAGE OF
 47% OPENING. 1360 SQ. FT. WALL AREA AND 643 SQ. FT.
 OPENING AREA. FBC-B TABLE 705.8.
 10M) SHEETS 008-LS1.01 LIFE SAFETY PLAN LEVEL 1 AND
 SHEET 134-AE1.01 FLOOR PLAN LEVEL 1 SHOW A ROOM JUST TO
 THE RIGHT OF ENGINEERING ROOM # 120 THAT DOES NOT HAVE
 A ROOM TAG NOR IDENTIFY THE USEAGE OF THE ROOM?
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.
 10N) SHEETS 008-LS1.01 LIFE SAFETY PLAN LEVEL 1 AND
 SHEET 134-AE1.01 FLOOR PLAN LEVEL 1. PLEASE NOTE THE
 FLOOR PLAN DOES IDENTIFY EACH ELEVATOR BUT DOES NOT
 INDICATE WHICH MACHINE ROOMS ARE FOR WHICH ELEVATORS?
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. FBC-B
 3005.1 ACCESS. AN APPROVED MEANS OF ACCESS SHALL BE
 PROVIDED TO ELEVATOR MACHINE ROOMS, CONTROL ROOMS,
 CONTROL SPACES AND MACHINERY SPACES, MACHINE ROOMS,
 CONTROL SPACES AND MACHINERY SPACES IS REQUIRED TO BE
 APPROVED BY THE BUILDING OFFICIAL. SEE ALSO 2015 IBC
 COMMENTARY. ONE CONCERN IS FOR ELEVATOR #10 A COMMON
 ELEVATOR NOT PART OF THE RETAIL TENANT SPACE, BUT TO
 ACCESS THE MACHINE ROOM FOR THIS ELEVATOR, THE MACHINE
 ROOM IS LOCATED IN THE RETAIL TENANT SPACE.
 10O) 008-LS1.01. TO UNDERSTAND THE EXITING FOR CORRIDOR
 126 YOU HAVE TO GO TO THE LIGHTING FLOOR PLAN FOUND
 UNDER 404-EL1.01. YOU FIND AN EXIT LIGHT BY GRID LINE
 B/4 FOR THIS DOOR, BUT MISSING DOOR AND EXIT LIGHT BY
 GRID LINE D/ 6.5. IT WOULD APPEAR THE DESIGNER IS
 TAKING THIS OCCUPANT LOAD TO THE FRONT LOBBY FOR
 EXITING. PLEASE CORRECT THE MISSING DOOR AND EXIT LIGHT
 ON 404-EL1.01.
 10P) SHEET 008-LS1.01 LIFE SAFETY PLAN. NOTE ON THE
 PLANS INDICATES: WHERE THE FIRE SERVICE ACCESS ELEVATOR
 SHARE THE HOISTWAY WITH ADJACENT PASSENGER ELEVATORS,
 THE ENTIRE SHAFT ENCLOSURE MUST COMPLY WITH FSAE
 HOISTWAY PROTECTION. PLEASE EXPLAIN THE NOTE. THE PLAN
 DEPICTS A SEPARATE HOISTWAY FOR THE FIRE SERVICE ACCESS
 ELEVATOR. IN THE 2017 FBC-B SECTION 3007.5 HOISTWAY
 ENCLOSURES. THE FIRE SERVICE ACCESS ELEVATOR HOISTWAY
 SHALL BE LOCATED IN A SHAFT ENCLOSURE COMPLYING WITH
 SECTION 713.
 10Q) PLEASE NOTE SHEET 188-AE4.01 ENLARGED LEVEL 1
 FLOOR PLAN AREA A. THE WALL TYPES ON ALL ELEVATOR WALLS
 CONTAINING THE ELEVATOR DOORWAY ARE IDENTIFIED AS WALL
 TYPE 2M6. SHEET 276-AE7.01 PARTITION TYPES.
 THE ENLARGED FLOOR PLAN INDICATES THE WALL TYPE AS 2M6.
 THE SHEET 276-AE7.01 PARTITION TYPES INDICATE THIS WALL
 TO BE A 6 INCH CMU AND 1 5/8 METAL FURRING AND 5/8 INCH
 GWB A 2 HOUR FIRE DESIGN UL DESIGN # U906.
 10Q)(1) PLEASE SUBMIT THE ACTUAL UL LISTED DESIGNS AS
 PART OF THE PLANS. THE ACTUAL UL DESIGN U906 SHOWS ON
 ONE SIDE OF THE BLOCK ? INCH PORTLAND CEMENT STUCCO OR
 GYPSUM PLASTER WHICH WILL ADD ? HOUR TO THE
 CLASSIFICATION. PLEASE CORRECT LISTING AND SHOW THE
 CORRECT MATERIALS NOT FURRING AND ? INCH DRYWALL.
 2017 FBC-B SHAFTS. 713.4 FIRE-RESISTANCE RATING. SHAFT
 ENCLOSURES SHALL HAVE A FIRE-RESISTANCE RATING NOT LESS
 THAN THE FLOOR ASSEMBLY PENETRATED, BUT NEED NOT EXCEED
 2 HOURS. SHAFT ENCLOSURES SHALL MEET THE REQUIREMENTS
 OF SECTION 703.2.1.
 FBC-B 703.2.1. 703.2.1 NONSYMMETRICAL WALL
 CONSTRUCTION. INTERIOR WALLS AND PARTITIONS OF
 NONSYMMETRICAL CONSTRUCTION SHALL BE TESTED WITH BOTH
 FACES EXPOSED TO THE FURNACE, AND THE ASSIGNED
 FIRE-RESISTANCE RATING SHALL BE THE SHORTEST DURATION
 OBTAINED FROM THE TWO TESTS CONDUCTED IN COMPLIANCE
 WITH ASTM E119 OR UL 263. WHERE EVIDENCE IS FURNISHED
 TO SHOW THAT THE WALL WAS TESTED WITH THE LEAST
 FIRE-RESISTANT SIDE EXPOSED TO THE FURNACE, SUBJECT TO
 ACCEPTANCE OF THE BUILDING OFFICIAL, THE WALL NEED NOT
 BE SUBJECTED TO TESTS FROM THE OPPOSITE SIDE (SEE
 SECTION 705.5 FOR EXTERIOR WALLS).
 10Q)(2) PLEASE PROVIDE A LETTER FROM THE BLOCK
 MANUFACTURER AS TO THE 6 INCH CMU MEETS THE MINIMUM
 EQUIVALENT THICKNESS FOR THE REQUIRED FIRE RATING OF
 THE ELEVATOR SHAFT WALL CONSTRUCTION SEE FBC-B TABLE
 722.3.2. THE LETTER MUST CONTAIN MANUFACTURER, THE TYPE
 OF AGGREGATE AND THE EQUIVALENT THICKNESS IN INCHES AND
 THE FIRE RATING THE BLOCK ACHIEVES. THE LETTER MUST BE
 SIGNED AND THE PERSONS POSITION IN THE COMPANY
 ATTESTING TO THIS AFFIDAVIT.
  
 10R) NEITHER THE LIFE SAFETY FOR LEVEL 1, NOR THE
 ENLARGED LEVEL 1 AREA A NOR SHEET AE4.20 ENLARGED CORE
 PLAN LEVEL 1 SHOW COMPLIANCE FOR ELEVATOR CARS TO
 ACCOMMODATE AN AMBULANCE STRETCHER AS REQUIRED BY
 SECTION 3002.4 OF THE 2017 FBC-B.
 10R)(1) FBC-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...
 10R)(2) FBC-B 3002.4. THE HOISTWAY DOOR FRAME SHALL BE
 IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY
 MEDICAL SERVICES (STAR OF LIFE). THE SYMBOL SHALL BE
 NOT LESS THAN 3 INCHES (76 MM) IN HEIGHT AND SHALL BE
 PLACED INSIDE ON BOTH SIDES OF THE HOISTWAY DOOR FRAME.
 10S) NEITHER THE LIFE SAFETY FOR LEVEL 1, NOR THE
 ENLARGED LEVEL 1 AREA A NOR SHEET AE4.20 ENLARGED CORE
 PLAN LEVEL 1 SHOW COMPLIANCE FOR:
 10S)(1) 2017 FBC-B 403.6.1 FIRE SERVICE ACCESS
 ELEVATOR. NO FEWER THAN TWO FIRE SERVICE ACCESS
 ELEVATORS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION
 3007 IN BUILDINGS WITH AN OCCUPIED FLOOR MORE THAN 120
 FEET MEASURED FROM THE ELEVATION OF THE STREET LEVEL
 ACCESS.
  
 10S)(2) 2017 FBC-B 2017 FBC-B 403.6.1 FIRE SERVICE
 ACCESS ELEVATOR. PLEASE SHOW COMPLIANCE WITH EACH FIRE
 SERVICE ACCESS ELEVATOR SHALL HAVE A CAPACITY OF NOT
 LESS THAN 3,500 POUNDS.
 10S)(3) SHOW COMPLIANCE WITH FBC-B 3007.6.5 FIRE
 SERVICE ACCESS ELEVATOR SYMBOL.
 10S)(4) FBC-B 3007.3 WATER PROTECTION. AN APPROVED
 METHOD TO PREVENT WATER FROM INFILTRATING INTO THE
 HOISTWAY ENCLOSURE FROM THE OPERATION OF THE AUTOMATIC
 SPRINKLER SYSTEM OUTSIDE THE ENCLOSED FIRE SERVICE
 ACCESS ELEVATOR LOBBY SHALL BE PROVIDED.
 10T)(1) BOTH SHEETS 008-LS1.01 LIFE SAFETY PLAN LEVEL 1
 & SHEET 134-AE1.01SHOW A INTERSTITIAL SPACE AND A
 STAIRWELL 2, A LANDING, EGRESS CORRIDOR AND A STAIRWELL
 6. PLEASE CORRECT THE LABELING OF STAIRS AND EGRESS
 CORRIDOR. THERE SHOULD BE NO STAIR LABELED STAIR 6.
 SHEET AE3.19 DETAIL 1 OR 173-AE3.03 SHOWS THE VERTICAL
 EXIT STAIR (STAIR 2) AND THE CONTINUATION OF THIS STAIR
 BELOW LEVEL 2 TO THE INTERSTITIAL SPACE AND A
 MID-LANDING THAT CONTINUES OVER TO THE SO-CALLED STAIR
 6. THIS IS ONE CONTINUOUS STAIRWAY WHERE THE MIDLANDING
 IN THE INTERSTITIAL SPACE IS ELONGATED AND THEN
 CONTINUES TO THE 1ST FLOOR EXIT DOORWAY.
 THE 2017 FBC-B SECTION 1023.1STATES: INTERIOR EXIT
 STAIRWAYS AND RAMPS SERVING AS AN EXIT COMPONENT IN A
 MEANS OF EGRESS SYSTEM SHALL COMPLY WITH THE
 REQUIREMENTS OF THIS SECTION. INTERIOR EXIT STAIRWAYS
 AND RAMPS SHALL BE ENCLOSED AND LEAD DIRECTLY TO THE
 EXTERIOR OF THE BUILDING. THIS STAIRWELL DOES NOT MEET
 THE DEFINITION OF AN EXIT PASSAGEWAY BECAUSE THE STAIR
 IS UP OFF THE FLOOR LEVEL LOCATED IN THE INTERSTITIAL
 SPACE.
 10T)(2) PLEASE REVIEW SHEET 216-AE4.28 DETAIL 5, A CUT
 SECTION THROUGH THE 2 HOUR FIRE RATED INTERIOR EXIT
 STAIR. THE DETAIL SHOWS A 2 HOUR RATED SHAFT WALL
 ASSEMBLY. SHEET 276-AE7.01 PARTITIONS 2SW INDICATES THE
 USE OF SHAFT WALL CONSTRUCTION WITH A UL DESIGN U438.
 PLEASE INDICATE WHICH SIDE OF THE SHAFT WALL
 CONSTRUCTION IS TO BE WITHIN THE STAIRWELL SHAFT. THE
 UL DESIGN PROVIDED DOES NOT INDICATE? PLEASE ALSO
 PROVIDE THE UL DESIGN AS PART OF THE PLAN DOCUMENTS.
 107.2.1.2. ADDITIONAL INFORMATION REQUIRED TO SHOW CODE
 COMPLIANCE.
 10T)(3) SHEET 216-AE4.28 DETAIL # 5 SHOWS THE INTERIOR
 EXIT STAIRWAYS LOCATED IN THE A INTERSTITIAL SPACE WITH
 A CROSS SECTION VIEW. AS THE STATEMENT ABOVE INDICATES
 SHAFTWALL CONSTRUCTION SEPARATES THE STAIRWELL FROM THE
 REMAINDER OF THE FIRST FLOOR AREA. WHAT THIS DETAIL
 FAILS TO SHOW HOW COMPLIANCE HOW THE FIRE RESISTANCE
 RATING IS TO BE MAINTAINED FOR ALL OF THE STEEL FRAMING
 MEMBERS (STEEL ANGLES, SUPPORTS AND STEEL BEAMS) ARE TO
 BE MAINTAINED. FBC-B 707.3.2 INTERIOR EXIT STAIRWAY AND
 RAMP CONSTRUCTION. THE FIRE-RESISTANCE RATING OF THE
 FIRE BARRIER SEPARATING BUILDING AREAS FROM AN INTERIOR
 EXIT STAIRWAY OR RAMP SHALL COMPLY WITH SECTION 1023.1.
 INTERIOR EXIT STAIRWAY AND RAMP ENCLOSURES SHALL HAVE A
 FIRE-RESISTANCE RATING OF NOT LESS THAN 2 HOURS WHERE
 CONNECTING FOUR STORIES OR MORE. SHOW COMPLIANCE.
 10T)(4) 10T)(3) SHEET 216-AE4.28 DETAIL # 5 SHOWS THE
 INTERIOR EXIT STAIRWAYS LOCATED IN THE A INTERSTITIAL
 SPACE WITH A CROSS SECTION VIEW. THIS SAME DETAIL SHOWS
 A 2 HOUR FIRE RATED MASONRY WALL FROM FLOOR LEVEL OF
 THE 1ST FLOOR THAT STOPS AS DEPICTED JUST AT THE BOTTOM
 OF THE 2ND FLOOR CONCRETE PAN JOIST FLOOR SYSTEM. HOW
 WILL THE 2 HOUR FIRE RATING ACHIEVED WHERE THE TWO
 MATERIALS MAY OR MAY NOT TOUCH EACH OTHER?
 2017 FBC-B 715.1. JOINTS INSTALLED IN OR BETWEEN
 FIRE-RESISTANCE-RATED WALLS, FLOOR OR FLOOR/CEILING
 ASSEMBLIES AND ROOFS OR ROOF/CEILING ASSEMBLIES SHALL
 BE PROTECTED BY AN APPROVED FIRE-RESISTANT JOINT SYSTEM
 DESIGNED TO RESIST THE PASSAGE OF FIRE FOR A TIME
 PERIOD NOT LESS THAN THE REQUIRED FIRE-RESISTANCE
 RATING OF THE WALL, FLOOR OR ROOF IN OR BETWEEN WHICH
 THE SYSTEM IS INSTALLED. FIRE-RESISTANT JOINT SYSTEMS
 SHALL BE TESTED IN ACCORDANCE WITH SECTION 715.3.
 10T)(5) SHEET 216-AE4.28 DETAIL # 5 SHOWS THE INTERIOR
 EXIT STAIRWAYS LOCATED IN THE A INTERSTITIAL SPACE WITH
 A CROSS SECTION VIEW. SINCE THE STRUCTURAL INDEX IS
 MISSING 57 SHEETS, PLEASE PROVIDE WHERE THE STRUCTURAL
 DETAILS ARE LOCATED FOR THE STRUCTURAL MEMBERS, AND
 ATTACHMENT TO OTHER STRUCTURAL FRAMING MEMBERS. 2017
 WEST PALM BEACH AMENDMENTS 107.2.1.2. ADDITIONAL
 INFORMATION IS REQUIRED.
  
 10T)(6) SHEET 208-AE4.20 DETAIL # 3 SHOWS THE INTERIOR
 EXIT STAIRWAYS LOCATED IN THE A INTERSTITIAL SPACE WITH
 A CROSS SECTION VIEW. SHEET 215-AE4.27 DETAIL 4 SHOWS A
 CROSS SECTION OF THE STAIRWAY ON THE 1ST FLOOR A RETAIL
 AREA WITH RAMP IS SHOWN AND DIRECTLY ABOVE THE STAIR
 LANDING LOCATED IN THE A INTERSTITIAL SPACE WITH A 5
 INCH CONCRETE SLAB. PLEASE ALSO NOTE MAKING THE FIRE
 RATED WALL ON THE EDGE OF THE INTERSTITIAL LANDING IS A
 MASONRY WALL. SHEET 208-AE4.20 DETAIL 3 SHOWS THIS WALL
 BUT THE MASONRY WALL DOES NOT HAVE A WALL TAG
 IDENTIFYING THE FIRE RATING OR WALL TYPE. SEE 2017
 FBC-B 713.4. SHAFT ENCLOSURES SHALL HAVE A
 FIRE-RESISTANCE RATING OF NOT LESS THAN 2 HOURS WHERE
 CONNECTING FOUR STORIES.
 10T)(7) SHEET 216-AE4.28 DETAIL # 5 SHOWS A CROSS
 SECTION OF THE STAIRWELL IN THE INTERSTITIAL SPACE. THE
 DETAIL FAILS TO INDICATE HOW A 2 HOUR FIRE RATED FLOOR
 ASSEMBLY IS TO BE ACHIEVED? SEE SECTION 713.4 OF THE
 2017 FBC-B, SECTION SHAFT ENCLOSURES SHALL HAVE A
 FIRE-RESISTANCE RATING NOT LESS THAN THE FLOOR ASSEMBLY
 PENETRATED, BUT NEED NOT EXCEED 2 HOURS. ALSO TABLE 601
 FLOOR CONSTRUCTION.
 10T)(8) PLEASE NOTE THE STAIRWAY #2 AN INTERIOR EXIT
 STAIRWAY THAT IS CONTINUOUS TO THE EXTERIOR DOES NOT
 SHOW STAIRWELL PRESSURIZATION, SMOKEPROOF ENCLOSURES,
 IN ANY OF THE MECHANICAL PLANS, SEE 2017 FBC-B 1023.11
 SMOKEPROOF ENCLOSURES. WHERE REQUIRED BY SECTION
 403.5.4 OR 405.7.2, INTERIOR EXIT STAIRWAYS AND RAMPS
 SHALL BE SMOKEPROOF ENCLOSURES IN ACCORDANCE WITH
 SECTION 909.20.
 11) LEVEL 2: 09LS1.02, 135-AE1.02, & 190/191 AE4.02 A &
 B:
  
 11A)(1) THE LIFE SAFETY SHEET ANALYSIS, NOR LS1, NOR
 LS2 SHOW AN ANALYSIS OF THE PARKING STRUCTURE, HOW MANY
 TOTAL PARKING SPACES THERE IS OR HOW MANY ACCESSIBLE
 PARKING SPACES THERE IS OR COMPLIANCE WITH THE 2017
 FBC-ACCESSIBLE PARKING SPACES. SHOW ACCESSIBLE MATRIX.
  
 11A)(2) SHEET 135-AE1.02 THE OVERALL FLOOR PLAN FOR
 LEVEL 2 SHOWS 4 ACCESSIBLE PARKING SPACES, 3 ACCESSIBLE
 SPACES. SHOW THE ACCESSIBLE ROUTE FOR A WHEEL CHAIR TO
 BE ABLE TO GET TO AN ELEVATOR WITHOUT HAVING TO GO OUT
 INTO THE VEHICULAR TRAVEL LANE. ACCESSIBILITY CODE
 SECTION 206.2. WHERE REQUIRED. AN
 ACCESSIBLE ROUTE SHALL BE PROVIDED WHERE REQUIRED BY
 206.2.
 206.2.2 WITHIN A SITE. AT LEAST ONE ACCESSIBLE ROUTE
 SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE
 FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES
 THAT ARE ON THE SAME SITE.
  
 11B) COMMENT FOR ALL PARKING FLOORS. PLEASE ALSO SHOW
 COMPLIANCE WITH SECTION 208.2.4. VAN PARKING SPACES.
 WHERE VAN PARKING IS PROVIDED PURSUANT TO SECTION
 502.2, FOR EVERY SIX OR FRACTION OF SIX PARKING SPACES
 REQUIRED BY 208.2 TO COMPLY WITH 502, AT LEAST ONE
 SHALL BE A VAN PARKING SPACE COMPLYING WITH 502.
  
 11C) COMMENT FOR ALL PARKING FLOORS. SHEET 182-AE3.18
 BUILDING SECTION. THE PLAN SHOWS ELEVATIONS OF THE
 VARIOUS FLOOR LEVELS AND BY MEASURING BETWEEN FLOOR
 SLABS IT WOULD APPEAR THERE MAYBE ONLY 7 FEET 8 INCHES
 FROM THE BOTTOM OF THE FLOOR PRECAST AND FINISH FLOOR
 BELOW. PLEASE PROVIDE THE CLEAR HEIGHT BETWEEN FLOOR
 SLABS AND THE PRECAST FLOOR JOIST ABOVE, AND ALSO
 PROVIDE FOR THE FIRE SPRINKLERS TO HAVE A TRUE HEIGHT
 FOR THE RAMPS AND FOR THE PARKING AREAS. PLEASE SHOW
 HOW COMPLIANCE WITH 2017 FBC-ACCESSIBILITY CODE SECTION
 502.5 VERTICAL CLEARANCE. PARKING SPACES FOR VANS AND
 ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL
 PROVIDE A VERTICAL CLEARANCE OF 98 INCHES MINIMUM.
  
 11D) PLEASE REVIEW SHEET 270-AE5.39 PARKING DETAILS.
 PLEASE REFER TO THE 2017 FBC-ACCESSIBILITY CODE SEE THE
 ADVISORY 502.3.3 MARKING.
 2017 ACCESSIBILITY CODE. ADVISORY 502.3.3 MARKING. THE
 METHOD AND COLOR OF MARKING ARE NOT SPECIFIED BY THESE
 REQUIREMENTS BUT MAY BE ADDRESSED BY STATE OR LOCAL
 LAWS OR REGULATIONS. BECAUSE THESE REQUIREMENTS PERMIT
 THE VAN ACCESS AISLE TO BE AS WIDE AS A PARKING SPACE,
 IT IS IMPORTANT THAT THE AISLE BE CLEARLY MARKED.
 FLORIDA LAW, S.553.5041(5)(C)1., REQUIRES DIAGONAL
 STRIPING OF ACCESS AISLES.
 PLEASE REFER TO THE WEST PALM BEACH MUNI CODE 94-485
 FOR STALL PAINTING DETAILS AND REQUIRED DOUBLE LINE
 DIMENSIONS.
  
 11E) THE 2ND LEVEL FLOOR PLAN, : 09LS1.02, 135-AE1.02,
 & 190/191 AE4.02 A & B: WILL NEED TO PROVIDE WHAT THE
 DESIGN FOR THE PARKING FLOORS, IF THESE FLOOR LEVELS
 ARE TO BE CONSIDERED AN OPEN OR ENCLOSED PARKING
 GARAGE? SHOW COMPLIANCE WITH FBC-B 406.5 OPEN PARKING
 GARAGES OR 406.6ENCLOSED PARKING GARAGES.
 IF CONSIDERED OPEN SHOW COMPLIANCE ON THE ELEVATION
 SHEETS AE2.10 THROUGH AE2.22. PLEASE SHOW THE WALL AREA
 IN SQ. FEET. THE OPENING IN SQUARE FEET, PERCENTAGE OF
 OPENING, DEDUCT FOR THE ALUMINUM ARCHITECTURAL SCREEN
 AND TAKE A SECOND DEDUCTION FOR THE BIRD SCREEN AS
 WELL. SHOW COMPLIANCE WITH 406.5.2 OPENINGS OF THE 2017
 FBC-B AND 406.5.6 FIRE SEPARATION DISTANCE CONCERNS
 WITH SOUTH WALL ON GRID LINES F-H SHEET 182AE3.18 SHOWS
 THIS AREA OF THE PARKING GARAGE EXTENDED OVER THE 1ST
 FLOOR LEVEL.
  
 11F) BOTH SHEETS 135-AE1.02 LEVEL 2 AND 190AE4.02 BOTH
 SHOW ATTENDANT BOOTHS AND A GATED ENTRANCE TO THE
 PARKING LEVELS.
  
 11F)(1) PLEASE SHOW CUT SECTIONS FOR THE ATTENDANT
 BOOTHS OF HOW THEY ARE GOING TO BE ANCHORED FOR THE
 WIND, DOES THE WIND TUNNEL TEST HAVE A PRESSURE POINT
 FOR THE BOOTHS, IF NOT HOW ARE PRESSURES TO BE DERIVED?
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. FBC-B
 1609.1.1 DETERMINATION OF WIND LOADS.
  
 11F)(2) ADDITIONAL INFORMATION IS REQUIRED FOR THE
 ATTENDANT BOOTHS, ARE THESE BOOTHS PRE-MANUFACTURERED
 (MODULAR) BUILDINGS UNDER FLORIDA S. 553 PART I
 MANUFACTURED BUILDINGS?
  
 11G) THE PLANS ALSO SHOW USE OF VEHICULAR GATES. IF
 THEY USE KEY CARDS THE THEY WOULD ALSO BE CONSIDERED
 AUTOMATIC VEHICULAR GATES HAVING TO COMPLY WITH: FBC-B
 3110.1 AUTOMATIC VEHICULAR GATES SHALL COMPLY WITH THE
 REQUIREMENTS OF SECTIONS 3110.2 THROUGH 3110.4 AND
 OTHER APPLICABLE SECTIONS OF THIS CODE.
  
 11H) OFFICE 202, AREA OF 5,812 SQ. FT. AND FUTURE
 RESTROOMS MAY BE AT THE OWNERS OWN RISK!!!! DEPENDING
 ON IF THE OFFICE AREA IS SUB-DIVIDED IN TO 2 TENANTS
 AND THE LARGER OF THE 2 TENANTS HAS OVER 49 OCCUPANTS
 THEN 2 EXITS WOULD BE REQUIRED. 2017 FBC-B TABLE
 1006.2.1 .SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY.
  
 11I) THIS SHEET (155-AE2.10 KEY NOTE 13 AND OTHER
 ELEVATION SHEETS) INDICATE THE USE OF COMPOSITE METAL
 PANELS. PLEASE PROVIDE DOCUMENTATION FOR CODE
 COMPLIANCE WITH FBC-B 1407.2. MCM USED AS EXTERIOR WALL
 FINISH OR AS ELEMENTS OF CLADDING OR WEATHER RESISTANCE
 SHALL COMPLY WITH SECTIONS 1407.4 THROUGH 1407.14.
 PROVIDE DOCUMENTATION FOR ALL OF THE CODE SECTIONS
 INCLUDED INCLUDING SEPARATION DISTANCE FOR FIRE.
  
 11J) SHEET 190-AE4.02 AREA A. JUST OUTSIDE OF STAIR 2
 THERE IS A MECHANICAL SHAFT THAT GOES VERTICALLY
 THROUGH THE BUILDING INCLUDING THE FUTURE SHELL OFFICE
 FLOORS. THE WALL TYPE IS NOT INDICATED WITH A WALL TAG
 IT WOULD APPEAR TO BE A 2 HOUR FIRE RATED SHAFT WALL.
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.
  
 12) SHEET 204-AE4.09 FLOOR PLAN & TERRACE PLAN.
  
 12A) DOORS 901A, 901B, 901C & 901D ALL ONLY HAVE 1 FOOT
 ON THE PULL SIDE OF THE DOOR LATCH. THE 2017
 FBC-ACCESSIBILITY CODE REQUIRED 18 INCHES MINIMUM. 2017
 FBC- ACCESS. CODE 404.2.4 MANEUVERING CLEARANCES.
 DOORS. DOORS 901 B & 901C BOTH HAVE ADA PUSH PLATE
 BOLLARDS, PLEASE PROVIDE DETAILS FOR AN ACCESSIBLE
 ENTRANCE. SHOW COMPLIANCE WITH 2017 ACCESSIBILITY CODE
 404.3 AUTOMATIC AND POWER-ASSISTED DOORS AND GATES.
 AUTOMATIC DOORS AND AUTOMATIC GATES SHALL COMPLY WITH
 404.3. FULL-POWERED AUTOMATIC DOORS SHALL COMPLY WITH
 ANSI/BHMA A156.10 (INCORPORATED BY REFERENCE, SEE
 ?REFERENCED STANDARDS? IN CHAPTER 1). LOW-ENERGY AND
 POWER-ASSISTED DOORS SHALL COMPLY WITH ANSI/BHMA
 A156.19 (1997 OR 2002 EDITION) (INCORPORATED BY
 REFERENCE, SEE ?REFERENCED STANDARDS? IN CHAPTER 1).
  
 12B) EGRESS DOORS THAT ARE NOT ACCESSIBLE (901A & 901D)
 WILL NEED DIRECTIONAL SIGNAGE TO WHERE THE ACCESSIBLE
 MEANS OF EGRESS IS LOCATED. SHOW COMPLIANCE WITH:
 2017 FBC-ACCESSIBILITY CODE SECTION 216.4.3 DIRECTIONAL
 SIGNS. SIGNS REQUIRED BY SECTION 1003.2.13.6 OF THE
 INTERNATIONAL BUILDING CODE (2000 EDITION) OR SECTION
 1007.7 OF THE INTERNATIONAL BUILDING CODE (2003
 EDITION) (INCORPORATED BY REFERENCE, SEE ?REFERENCED
 STANDARDS? IN CHAPTER 1) TO PROVIDE DIRECTIONS TO
 ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH 703.5.
  
 12C) SHEET 204-AE4.09 9TH FLOOR AND TERRACE PLAN. THERE
 IS A NOTE STATING CROSSHATCHED AREA INDICATES THE
 EXTENT OF SPRAYED ON INSULATION THERMAL INSULATION
 APPLIED TO THE UNDERSIDE OF THE LEVEL OF THE 9TH FLOOR
 SLAB. SEE SECTIONS FOR ADDITIONAL INFORMATION. NEITHER
 SECTIONS 170-AE3.00 NOR 182-AE3.18 PROVIDE ANY MORE
 INFORMATION ABOUT THE SPRAY ON THERMAL INSULATION. THE
 ENERGY CALCULATIONS WILL ALSO NEED TO SHOW THE SAME
 TYPE OF INSULATION AN R-RATING. 107.2.1.2 ADDITIONAL
 INFORMATION REQUIRED. SHEET 271-AE5.40 SHOWS
 LIGHTWEIGHT INSULATING CONCRETE BEING APPLIED TO THE
 ROOF TOP STRUCTURAL DECK.
  
 12D) SHEET 204-AE4.09 9TH FLOOR AND TERRACE PLAN SHOWS
 THE USE OF CONCRETE PEDESTAL PAVER SYSTEMS SPECIALTY
 ENGINEERED FOR APPLICABLE WIND LOAD RATING. IF THIS IS
 TO BE A DEFERRED SUBMITTAL PLEASE REQUEST IN THE
 RESPONSE NARRATIVE. 107.2.1.2 ADDITIONAL INFORMATION
 REQUIRED. DELEGATED ENGINEERING. 61G15-30.003
 ENGINEERING DOCUMENT CLASSIFICATION. FL 61G-15-30.006
 (3) THE DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW BEFORE BEING SUBMITTED TO THE BUILDING
 DEPARTMENT.
  
 13) SHEET 143-AE1.10 FLOOR PLAN LEVEL 18/ ROOF PLAN:
  
 13A) PLEASE PROVIDE HOW THE WINDOW WASHER EQUIPMENT
 ROOF ANCHOR WILL WORK WITHOUT INTERFERING WITH THE
 HORIZONTAL ALUMINUM METAL PANEL SYSTEM. WILL THE
 ALUMINUM METAL PANEL SYSTEM TAKE THE ADDITIONAL WEIGHT
 OF THE WINDOW WASHERS? EQUIPMENT/ SCAFFOLDING. PLEASE
 SHOW COMPLIANCE WITH 2017 FBC-B SECTIONS:
 1607.9.3 ELEMENTS SUPPORTING HOISTS FOR FA?ADE ACCESS
 EQUIPMENT. IN ADDITION TO ANY OTHER APPLICABLE LIVE
 LOADS, STRUCTURAL ELEMENTS THAT SUPPORT HOISTS FOR
 FA?ADE ACCESS EQUIPMENT SHALL BE DESIGNED FOR A LIVE
 LOAD CONSISTING OF THE LARGER OF THE RATED LOAD OF THE
 HOIST TIMES 2.5 AND THE STALL LOAD OF THE HOIST.
  
 1607.9.4 LIFELINE ANCHORAGES FOR FA?ADE ACCESS
 EQUIPMENT. IN ADDITION TO ANY OTHER APPLICABLE LIVE
 LOADS, LIFELINE ANCHORAGES AND STRUCTURAL ELEMENTS THAT
 SUPPORT LIFELINE ANCHORAGES SHALL BE DESIGNED FOR A
 LIVE LOAD OF AT LEAST 3,100 POUNDS FOR EACH ATTACHED
 LIFELINE, IN EVERY DIRECTION THAT A FALL ARREST LOAD
 MAY BE APPLIED.
  
 13B) THE OVERALL ROOF PLAN SHOWS METAL STAIRS AND METAL
 PLATFORM AND GUARDRAIL SYSTEM AT GRIDLINE D BETWEEN 3
 AND 4, PLEASE PROVIDE A CUT SECTION THROUGH THIS AREA
 TO BE ABLE TO DETERMINE CODE COMPLIANCE. 107.2.1.2.
 ADDITIONAL INFORMATION IS REQUIRED. SHEET 170-AE3.00
 SHOWS THE SAME METAL STAIR PLATFORM AND GUARDRAIL
 SYSTEM BUT NO CUT SECTIONS OR LIVE LOAD, LOADING
 CRITERIA.
  
 14) PLEASE NOTE, ONCE THE WIND TUNNEL TESTING REPORT IS
 SUBMITTED, REVIEWED AND APPROVED PRODUCT APPROVALS THEN
 CAN COME IN AFTER PERMIT ISSUANCE AS A DEFERRED
 SUBMITAL. WILL NEED A WRITTEN RESPONSE IF DEFERRED
 SUBMITTALS WILL BE USED FOR PRODUCT APPROVALS.
 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.
  
 15A) W. P. B. 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..
  
 15B) DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING
 DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE
 DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
  
 16) DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING
 DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE
 DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
  
 17) COMPONENTS & CLADDING. 2017 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS,
 ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/
 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, ROOF TOP VENTILATORS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR PRE-ENGINEERED A/C STANDS AND OR CURBS
  
 18) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE
 PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF
 RECORD AND BEFORE SUBMISSION TO THE BUILDING
 DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,
 MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED
 INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE
 PRESSURES FOR EACH OPENING SIZE. 2017 FBC-B 1405.13.1
 INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN
 ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS.
 FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH
 INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM
 LOADS AND SPACING USED IN THE TESTS.
  
 19) EFIS SYSTEMS: PLEASE PROVIDE THE PRODUCT APPROVAL
 FOR THE SYSTEM TO BE INSTALLED. PLEASE ALSO PROVIDE THE
 MANUFACTURERS INSTALLATION BROCHURE PROVIDING
 COMPLIANCE WITH 2017BC-B SECTIONS;
 1408.2 PERFORMANCE CHARACTERISTICS.
 1408.2 PERFORMANCE CHARACTERISTICS.
 1408.3 STRUCTURAL DESIGN.
 1408.4 WEATHER RESISTANCE.
 1408.4.1 EIFS WITH DRAINAGE.
 408.4.1.1 WATER-RESISTIVE BARRIER.
 1408.5 INSTALLATION.
  
 20) 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,
 VENTING, 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.
  
 21) LATERAL FORCE-RESISTING SYSTEM. FOR ALL ROOF TOP
 EQUIPMENT, CURBS, FANS OR A/C STANDS, AND OR VENTS,
 DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL
 AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE.
 2017 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS.
 2017 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL
 EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO
 WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND
 PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, BUILDING.
  
 22) IMPACT FEES. BEFORE A PERMIT TO CONSTRUCT, MAY BE
 ISSUED, IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY.
 ONE SET OF PLANS WILL HAVE TO BE TAKEN (BY THE
 CONTRACTOR OR REPRESENTATIVE) TO THE PALM BEACH COUNTY
 IMPACT FEE OFFICE LOCATED AT 2300 N. JOG RD. ROOMS
 2W01-2W14 WEST PALM BEACH, FL. 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.
  
 23) . FOR ELECTRONIC REVIEWS. 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 OF THE PLANS COULD NOT HAPPEN SINCE
 THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED
 DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE
 MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS
 AND INFORMATION LACKING UNDER THE PRIOR REVIEW.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 DEVELOPMENT SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 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.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
  
  
  
  
  
  
  
  
  
2018-11-01 09:54:14BUILDING PLANS EXAMINER PLEASE CHECK THE AMOUNT OF
 PENETRATION IN AND OUT OF THE STAIRWELLS FOR THE BDA
 SYSTEM SHOWN ON PAGES T5.03. JLEAHY


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