Plan Review Notes
Plan Review Notes For Permit 20090500
Permit Number 20090500
Review Stop B
Sequence Number 1
Notes
Date Text
2020-10-05 12:36:44WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20090500
 ADD: 5325 GREENWOOD AVE. SUITE: 300
 CONT: DPR CONSTRUCTION
 TEL: 858-210-9600
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: MON. OCT. 05TH/2020
 ACTION: DENIED
  
 1A) SHEET G-001 CODE ANALYSIS SHEET UNDER THE HEADING
 VIII THE TOTAL OCCUPANT LOAD COUNT IS 216 NOT 226, IT
 APPEARS TO BE A TYPO. 107.2.1.2 ADDITIONAL INFORMATION
 IS REQUIRED.
  
 1B) THE PERMIT APPLICATION AS WELL AS THE CODE ANALYSIS
 ONLY LIST WORK TO BE COMPLETED UNDER THIS PERMIT AS
 BEING ON THE 3RD FLOOR. SHEETS D101 THE 1ST FLOOR DEMO
 AND SHEET LS101 THE 1ST FLOOR LIFE SAFETY SHEET. PLEASE
 ADD THE 1ST FLOOR TO THE SCOPE OF WORK ON THE PERMIT
 APPLICATION AS WELL AS THE CODE ANALYSIS SHEET.
  
 1C) THE 1ST FLOOR LIFE SAFETY PLAN SHOWS NEW MED GAS,
 NEW VACUUM PUMP EQUIPMENT, BUT NO NEW WORK ON THE 2ND
 FLOOR, HOW ARE THESE LINES GOING TO THE NEW AMBULATORY
 SURGICAL CENTER ON THE 3RD FLOOR. 107/2/1/2 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 1D) THE INSTALLATION OF A GENERATOR WILL BE UNDER A
 SEPARATE PERMIT, NOT INCLUDED IN THIS REVIEW. SEPARATE
 PERMIT, REVIEW AND ASSOCIATED FEES REQUIRED FOR NEW
 GENERATOR, AND OR FENCING.
  
 2) SHEET G401-ADA STANDARDS.
 2A) PLEASE NOTE WE USE THE 2017 FBC-ACCESSIBILITY CODE
 DEEMED THE EQUIVALENT TO THE ADA STANDARDS AND BLESSED
 BY THE DEPARTMENT OF JUSTICE. IN ALL THE WATER CLOSET
 DETAILS THE GRAB BARS ARE DIMENSIONED FROM THE
 CENTERLINE. IN THE 2017 FBC-ACCESS. CODE SECTION 609.4
 POSITION OF GRAB BARS. GRAB BARS SHALL BE INSTALLED IN
 A HORIZONTAL POSITION, 33 INCHES MINIMUM AND 36 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF
 THE GRIPPING SURFACE, NOT CENTERLINE.
  
 2B) THERE IS ALSO A DEPICTION OF AN ELECTRIC DRINKING
 FOUNTAIN (SINGLE). 2017 FBC-ACCESSIBILITY CODE. 211.2
 MINIMUM NUMBER. NO FEWER THAN TWO DRINKING FOUNTAINS
 SHALL BE PROVIDED. ONE DRINKING FOUNTAIN SHALL COMPLY
 WITH 602.1 THROUGH 602.6 AND ONE DRINKING FOUNTAIN
 SHALL COMPLY WITH 602.7.
  
 PROTRUDING OBJECTS 307.2 PROTRUSION LIMITS 307.2.
 OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND NOT
 MORE THAN 80 INCHES ABOVE THE FLOOR SHALL NOT PROTRUDE
 MORE THAN 4 INCHES HORIZONTALLY INTO THE CIRCULATION
 PATH.
  
 602.2 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE COMPLYING
 WITH 305, POSITIONED FOR A FORWARD APPROACH, AND KNEE
 AND TOE CLEARANCE COMPLYING WITH 306 SHALL BE PROVIDED.
  
 2C) PLEASE ALSO TAKE NOTE TO THE SINGLE USER ACCESSIBLE
 RESTROOM LABELED FIG. 10. THE 2017 FBC-ACCESS. CODE
 603.2.3 DOOR SWING AND EXCEPTION 2. I BELIEVE THIS HOW
 YOU ARE STRIVING TO SHOW CODE COMPLIANCE. WHAT IS
 MISSING IS THE REQUIRED CLEAR FLOOR SPACE BEYOND THE
 ARC OF THE DOOR. IT IS USUALLY SHOWN AT A 45-DEGREE
 ANGLE TO THE ENTRY DOOR.
  
 3) SHEET LS 103 THE 3RD FLOOR HAS WHAT IS LABELED
 PRE-OP/ PACU WHERE THERE ARE 10 OUTPATIENT BEDS. AFTER
 SURGERY THESE BEDS ARE ALSO USED FOR THE PATIENT CARE/
 AND RECOVERY. THE PLANS LIST THIS AREA AS SMOKE
 COMPARTMENT # 1 HAS AN AREA OF 5,919 SQ. FT. WHAT I AM
 MISSING IS FOR AMBULATORY CARE FACILITIES WHERE THE
 POTENTIAL FOR FOUR OR MORE CARE RECIPIENTS ARE TO BE
 INCAPABLE OF SELF-PRESERVATION AT ANY TIME, WHETHER
 RENDERED INCAPABLE BY STAFF OR STAFF ACCEPTED
 RESPONSIBILITY FOR A CARE RECIPIENT ALREADY INCAPABLE,
 SHALL BE SEPARATED FROM ADJACENT SPACES, CORRIDORS OR
 TENANTS WITH FIRE PARTITIONS INSTALLED IN ACCORDANCE
 WITH SECTION 708.
  
 4A) 3RD FLOOR SHEETS LS103, THIRD FLOOR AREA PLAN
 LS103A NOR THE A-103 THE 3RD FLOOR DIMENSION PLAN HAVE
 DOOR IDENTIFICATION NUMBERS TO SEE SIZE AND DOOR
 RATINGS. 716.5 OF THE 2017 FBC-B.
  
 4B) PLEASE ALSO PROVIDE THE CORRIDOR WIDTHS IF
 POSSIBLE, ON THE DIMENSION PLAN A-103, 3RD FLOOR
 DIMENSION PLAN.
 2017 FBC-B TABLE 1020.2.
  
  
 5) SHEET A801 STAFF LOUNGE 3033 SHOW AN ACCESSIBLE
 COUNTERTOP MICROWAVE WHEREAS THE DETAIL NOUR. 3037
 SHOWS THE MICROWAVE OUT OF THE REACH RANGES. PLEASE
 SHOW COMPLIANCE WITH THE 2017 FBC-ACCESS. CODE:
  
 308 REACH RANGES 308.2 FORWARD REACH. / 308.2.1
 UNOBSTRUCTED/ 308.2.2 OBSTRUCTED HIGH REACH.
 308.3 SIDE REACH. / 308.3.1 UNOBSTRUCTED/ 308.3.2
 OBSTRUCTED HIGH REACH.
  
 309 OPERABLE PARTS 309.3 HEIGHT. OPERABLE PARTS SHALL
 BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES
 SPECIFIED IN 308. 309.4 OPERATION. OPERABLE PARTS SHALL
 BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT
 GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE
 REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS
 (22.2 N) MAXIMUM.
  
 6) SHEET S1 NOTES AND ROOF FRAMING PLAN:
 6A) WIND LOADS. THE PLAN STATES THE VULT IS 169 MPH AND
 THE WIND VASD IS 102 MPH. I BELIEVE THIS MAYBE A TYPE
 SINCE 170 VULT = 132 VASD.
  
 6B) THE GIVEN EXPOSURE CATEGORY IS LABELED AS AN
 EXPOSURE B. PLEASE NOTE TO THE NORTH THERE IS VACANT
 LAND AND THEN ROYAL PALM MEMORIAL GARDENS A CEMETERY.
 THE CITY ASSIGNS A SURFACE ROUGHNESS C. THIS CATEGORY
 INCLUDES FLAT OPEN COUNTRY, GRASSLANDS.2017 FBC-B
 1609.4.2.
  
 6C) THERE ARE NEW EXTERIOR DOOR OPENINGS AND NEW ROOF
 EQUIPMENT BEING INSTALLED, PLEASE PROVIDE THE
 COMPONENTS AND CLADDING PRESSURES FOR ROOF ZONES 1,2 &
 3 AS WELL AS WALL ZONES 4 & 5. FOR TRIBUTARY AREAS OF
 10 SQ. FT., 20 SQ. FT., 50 SQ. FT., & 100 SQ. FT. IN
 VASD SINCE ALL PRODUCT APPROVALS ARE IN VASD.
  
  
  
  
  
 6D) 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.
 (D) ROOFING PRODUCTS AND ASSEMBLIES, INCLUDING CURBS
 (G) IF PRE-ENGINEERED A/C STANDS ARE BEING INSTALLED
  
 6E) ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY
 ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES
 FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL
 LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED FOR ROOF
 ZONES 2 & 3. FASTENER DENSITIES SHALL BE INCREASED FOR
 BOTH INSULATION & THE BASE SHEET AS CALCULATED IN
 COMPLIANCE WITH ROOFING APPLICATION STANDARDS RAS 117.
 CALCULATION PREPARED, SIGNED AND SEALED BY A FLORIDA
 REGISTERED PROFESSIONAL ENGINEER OR REGISTERED
 ARCHITECT. 1609.6.4.4.1 COMPONENTS & CLADDING.
  
 6F) 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.
  
 6G) 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. FBC-B-1609.6.4.4.1 COMPONENTS
 AND CLADDING. WIND PRESSURE FOR EACH COMPONENT OR
 CLADDING ELEMENT IS TO BE DESIGNED FOR WIND PRESSURES
 COMPONENTS AND ATTACHMENTS.
  
 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.
  
 6H) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE
 61G20 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..
  
 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.
  
 6I) 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.
  
 7A) THE STRUCTURAL SHEETS INDICATE NEW BAR JOIST ARE TO
 BE INSTALLED. THE PLANS ARE SILENT AS TO HOW THEY WILL
 BE INSTALLED. WILL THERE BE AREAS OF ROOFING AND B-DECK
 BE REMOVED? 107.2.1.2. ADDITIONAL INFORMATION IS
 REQUIRED.
  
 7B) FOR WELDED & BOLTED CONNECTIONS. THE CONTRACTOR IS
 REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS &
 WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN
 ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF
 INSPECTION FOR FIELD WIELDING, ON THE JOB-SITE
 WIELDING. THIRD PARTY CERTIFICATION WILL BE REQUIRED.
 REPORTS SUBMITTED TO BUILDING INSPECTOR AT TIME OF
 FRAMING INSPECTION.
 2017 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT
 561-805-6666.
  
 8) 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.
  
 PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS
 REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT
 REVIEW CYCLE.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19
 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
  
 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]
  
  
  
  
  
  
  
  
  
  
  
  
  
  


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