Plan Review Notes
Plan Review Notes For Permit 20100064
Permit Number 20100064
Review Stop B
Sequence Number 2
Notes
Date Text
2020-12-07 10:21:38WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20100064
 ADD: 1540 N. AUSTRALIAN AVE. / NEW BLDG. FOR HOUSING,
 COMMUNITY DEVELOPMENT)
 CONT: TBD/ TO BE DETERMINED
 TEL:
 E-MAIL:
  
 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.
  
 2ND REVIEW
 DATE: MON. DEC. 07TH/2020
 ACTION: DENIED
  
 1-3) COMPLIED.
 4) SHEET S1.0 SHOWS THE WIND DESIGN CRITERIA AND THE
 COMPONENTS AND CLADDING, THE EFFECTIVE WIND AREA CHARTS
 FOR ROOF ZONES 1,2,3, OVERHANG ZONE 2 AND OVERHANG ZONE
 3 AS WELL AS WALL ZONES 4 & 5 WITH RESPECTIVE
 PRESSURES.
  
 4A) COMPLIED. SPOKE WITH CHRIS PRUITT STRUCTURAL
 ENGINEER. WILL SEND ENG, PROGRAM IN PDF FORM, I WILL
 UPLOAD PROGRAM INTO PROJECT DOX DOCUMENT FOLDER FILE
 12/18/2020.
  
 4B) COMPLIED. 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, SUN SHADES
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, CURBS AND ROOF TOP VENTILATORS
  
 4C) 2ND REQUEST. 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..
  
 4D & E) NOT APPLICABLE/ COMPLIED.
  
  
 4F) 2ND REQUEST. RESPONSE INDICATES TO VIEW SHEET
 A3.0-3.1 A3.2, A6.1 AND A6.2 FOR INFORMATION REQUIRED.
 THE BUILDING DEPARTMENT REQUIRES ALL THE IMPORTANT
 INFORMATION TO BE FILED OUT WITHIN THE PRODUCT APPROVAL
 (LISTED BELOW IDENTIFY GLAZING, ANCHORS & MULLIONS) BY
 EITHER THE CONTRACTOR AND BEING REVIEWED BY THE
 DESIGNER OF RECORD AND APPLYING THEIR SHOP DRAWING OF
 APPROVAL, OR IN THE CASE WHERE NO CONTRACTOR HAS BEEN
 CHOSEN AND THE DESIGNER OF RECORD IS PICKING OUT THE
 PRODUCT APPROVALS, THEN THEY ARE THE ONES CHOOSING THE
 GLAZING, ANCHORS AND MULLIONS, IDENTIFY EACH WITHIN THE
 PRODUCT APPROVAL, APPLY THEIR SHOP DRAWING STAMP OF
 APPROVAL BEFORE SUBMITTING TO THE BUILDING DEPARTMENT.
 WE DO NOT GUESS AT WHAT IS BEING INSTALLED, THAT IS WHY
 WE REQUEST THESE PRODUCTS AND PRESSURES TO BE
 IDENTIFIED. IT?S A LOT MORE COSTLY IN TIME AND MONEY TO
 FIND THE WRONG PRODUCT WAS ORDERED AND INSTALLED.
 THE WEST PALM BEACH ADMINISTRATIVE CODE 2017 107.2.1.
 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. CONSTRUCTION DOCUMENTS SHALL
 BE SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE
 AND EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT
 IT WILL CONFORM TO THE PROVISIONS OF THIS CODE AND
 RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS
 DETERMINED BY THE BUILDING OFFICIAL.
  
 1ST ROUND OF COMMENTS. IDENTIFY GLAZING/ ANCHORS/
 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
 MANUFACTURERS 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.
  
 4G) 2ND REQUEST.ROOFING. RESPONSE INDICATES TO VIEW
 SHEET A2.2. FOR INFORMATION REQUIRED. THE BUILDING
 DEPARTMENT REQUIRES ALL THE IMPORTANT INFORMATION TO BE
 FILED OUT WITHIN THE PRODUCT APPROVAL (LISTED BELOW FOR
 EACH ROOFING PRODUCT APPROVAL, SYSTEM AND SUB-SYSTEM BY
 EITHER THE CONTRACTOR AND BEING REVIEWED BY THE
 DESIGNER OF RECORD AND APPLYING THEIR SHOP DRAWING OF
 APPROVAL, OR IN THE CASE WHERE NO CONTRACTOR HAS BEEN
 CHOSEN AND THE DESIGNER OF RECORD IS PICKING OUT THE
 PRODUCT APPROVALS, THEN THEY ARE THE ONES CHOOSING THE
 SYSTEMS, SUB-SYSTEMS AND IF ENHANCED FASTENING IS
 REQUIRED IN ZONES 2 AND OR 3, IDENTIFY EACH WITHIN THE
 PRODUCT APPROVAL, APPLY THEIR SHOP DRAWING STAMP OF
 APPROVAL BEFORE SUBMITTING TO THE BUILDING DEPARTMENT.
 WE DO NOT GUESS AT WHAT IS BEING INSTALLED, THAT IS WHY
 WE REQUEST THESE PRODUCTS AND PRESSURES TO BE
 IDENTIFIED. IT?S A LOT MORE COSTLY IN TIME AND MONEY TO
 FIND THE WRONG PRODUCT WAS ORDERED AND INSTALLED.
 THE WEST PALM BEACH ADMINISTRATIVE CODE 2017 107.2.1.
 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. CONSTRUCTION DOCUMENTS SHALL
 BE SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE
 AND EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT
 IT WILL CONFORM TO THE PROVISIONS OF THIS CODE AND
 RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS
 DETERMINED BY THE BUILDING OFFICIAL.
  
 1ST ROUND OF COMMENTS. 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.
  
 5) 2ND REQUEST, RESPONSE INDICATES THAT THE RTU WIND
 LOAD CALCULATIONS WILL BE PROVIDED BY THE STRUCTURAL
 ENGINEER. PLEASE NOTE NO SUCH WINDLAOD CALCULATIONS FOR
 THE RTU WERE SUBMITTED.
 1ST ROUND OF COMMENTS. SHEET M4.1 AND DETAIL RTU
 TIE-DOWN DETAIL. THIS DETAIL INDICATES THE ANCHORING OF
 THE RTU CURB TO THE BAR JOIST BUT THE DETAIL DOES NOT
 INDICATE FOR WHAT WIND SPEED THESE CONNECTIONS ARE
 DESIGNED FOR OR THE TRIBUTARY AREA/ SURFACE AREA OF THE
 RTU THAT THIS CONNECTION WAS DESIGNED FOR?
 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.
  
 5A) COMPLIED.
  
 5B)BUILDING PROVISO: THE STRUCTURAL SHEETS SHOW STEEL
 BEAMS, ROOF FRAMING, BAR JOIST AND METAL DECKING. 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.
  
 5C) 2ND REQUEST. THE RESPONSE INDICATES THAT AN
 ADDITIONAL DETAIL HAS BEEN ADDED TO THE PLAN, THERE IS
 NO SECTION OR DETAIL ADDED TO THIS AREA REFERENCING THE
 NEW DETAIL LOCATION. PLEASE NOTE SHEET S3.0 THE HOLE
 FOR THE ROOF ACCESS IS JUST FLOATING IN MID-AIR, NO
 FRAMING MEMBERS OR SECONDARY FRAMING MEMBERS AROUND THE
 ROOF ACCESS HOLE. 107/2/1/2 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 5D)2ND REQUEST. THE RESPONSE SHEET STATES HE ROOF PLAN
 A2.2 WAS ADJUSTED TO SHOW A 30-INCH X 36-INCH
 BABCOCK-DAVIS ROOF HATCH. THE ONLY NOTE ON THIS PLAN
 IDENTIFIES THE ROOF HATCH AS RF9.
 ROOF TOP HATCHES/ ROOF ACCESS/ 2017 FBC-B 1011.12.2. IN
 BUILDINGS THAT DO NOT HAVE AN OCCUPIED ROOF SHALL BE
 PERMITTED TO BE A ROOF HATCH OR TRAP DOOR NOT LESS THAN
 16 SQUARE FEET IN AREA AND HAVING A MINIMUM DIMENSION
 OF 2 FEET.
  
 6) COMPLIED.
  
 7) SHEET A2.5 ENLARGED RESTROOM PLAN.
 7A) SEMI-COMPLIED. THE SIDE WALL PANELS (DETAILS 5 &
 15) BOTH INDICATE THE USE OF FRP PANELS BUT THE BACK
 WALL PANEL (4) DOES NOT STATE THE USE OF FRP PANELS.
  
 1ST ROUND COMMENTS. THE ENTRANCE BATHROOM SHOWS EPOXY
 PANEL WALLS. PLEASE PROVIDE THE MANUFACTURERS
 SPECIFICATION FOR THIS PRODUCT. 2017 FBC-B 1210.2.2.
 WALLS & PARTITIONS. THIS COMMENT IS A RESULT OF THE
 BUILDING OFFICIAL INTERPRETATION. IN RESTROOMS EPOXY
 PAINT IS NO LONGER CONSIDERED A SMOOTH HARD,
 NON-ABSORBENT SURFACE.
 WALLS & PARTITIONS WITHIN 2 FEET OF SERVICE SINKS,
 URINALS, AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD,
 NON-ABSORBENT SURFACE TO A HEIGHT OF NOT LESS THAN 4
 FEET ABOVE THE FLOOR, EXCEPT FOR STRUCTURAL ELEMENTS,
 THE MATERIAL USED IN SUCH WALLS SHALL BE OF A TYPE THAT
 IS NOT ADVERSELY AFFECTED BY MOISTURE.
  
 2509.1. WET AREAS. SHOWERS AND PUBLIC TOILET WALLS
 SHALL COMPLY WITH 1210.2.
  
 1210.2. FINISH MATERIALS. WALLS, BASE, FLOORS AND
 PARTITIONS IN TOILET AND BATHROOMS SHALL COMPLY WITH
 SECTIONS 1210.1 THROUGH 1210.4.
  
 7B) COMPLIED. SHEET A2.5 DETAIL# 2 HCD RESTROOM FLOOR
 PLAN SHOWS THE 30X48 CLEAR FLOOR SPACE FOR THE LAV BUT
 THE REQUIRED CLEAR FLOOR SPACE FOR THE WATER CLOSET IS
 NOT EVIDENT.
 CLEARANCES AT WATER CLOSETS. ACCESS. CODE 604.3
 CLEARANCE. CLEARANCES AROUND THE WATER CLOSETS AND IN
 TOILET COMPARTMENTS SHALL COMPLY WITH 604.3.
 604.3.1. SIZE. CLEARANCE AROUND A WATER CLOSET SHALL BE
 60 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE SIDE
 WALL AND 56 INCHES MINIMUM PERPENDICULAR FROM THE REAR
 WALL. NOTE THE MINIMUM BACK WALL MEASUREMENT SHOULD BE
 7-FOOT 1 INCH. BACK WALL DIMENSION IS NOT GIVEN NOR THE
 DISTANCE OF THE LAV OFF THE SIDE WALL OR THE WATER
 CLOSET OF THE SIDE WALL.
  
 7C) EXPLANATION. SORRY I DIDN?T CLARIFY WHAT I WAS
 LOOKING FOR IN THIS COMMENT. RESTROOMS AND BATHROOMS
 FOR SINGLE USER ROOMS CAN HAVE THE INSWING DOOR AND THE
 DOOR CAN SWING INTO THE CLEAR FLOOR AREAS IF THERE IS
 SUFFICIENT ROOM TO SHOW THE 30 X 48 CLEAR FLOOR SPACE
 BEYOND THE ARC OF THE DOOR. WHAT IS MISSING IS THE
 REQUIRED 30X48 INCH CLEAR FLOOR SPACE BEYOND THE ARC OF
 THE DOOR. USUALLY AT A 45% ANGLE TO THE DOOR ENTRANCE.
 SORRY I NEEDED TO GIVE CLARIFICATION.
 TOILET ROOM DOORS. 2017 FBC-ACCESSIBILITY CODE FIGURE
 604.8.1.6 SHOWS AN OUTSWING DOOR. PLEASE ALSO REVIEW
 SECTION 603.2.3. DOORS SHALL NOT SWING INTO THE CLEAR
 FLOOR SPACE OR CLEARANCES REQUIRED FOR ANY FIXTURE.
 DOORS SHALL BE PERMITTED TO SWING INTO THE REQUIRED
 TURNING SPACE. PLEASE SEE EXCEPTION 2. WHERE TOILET
 ROOMS ARE FOR INDIVIDUAL USE AND A CLEAR FLOORS SPACE
 COMPLYING WITH 305.3 IS PROVIDED WITHIN THE ROOM BEYOND
 THE ARC OF THE DOOR SWING. WHAT IS MISSING IS THE
 REQUIRED 30X48 INCH CLEAR FLOOR SPACE BEYOND THE ARC OF
 THE DOOR. USUALLY AT A 45% ANGLE TO THE DOOR ENTRANCE.
  
 7D) COMPLIED.
  
 7E) 2ND REQUEST. SHEET A2-5 DETAILS 8, 11 & 13MISSING
 COMPLIANCE WITH TOILET PAPER DISPENSERS. 604.7. THE
 TOILET PAPER DISPENSER SHALL COMPLY WITH 309.4 AND
 SHALL BE 7 INCHES MINIMUM TO 9 INCHES MAXIMUM IN FRONT
 OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE
 DISPENSER.
  
 7F) COMPLIED.
  
 7G) COMPLIED
 .
 7H)SEMI-COMPLIED. SEAT IS NOW SHOWN IN DETAIL # 1 & 4
 BUT THERE IS NO DIMENSION FROM THE FRONT EDGE OF THE
 TRANSFER SEAT TO THE OUTSIDE WALL LINE OF THE SHOWER
 WHERE THE 30X48 INCH WHEELCHAIR SPACE BEGINS. SHOWER
 COMPARTMENT SEATS MUST EXTEND TO WITHIN 3 INCHES OF THE
 COMPARTMENT ENTRY. ACCESS. CODE 610.3.
  
 7I) COMPLIED.
  
 7J) COMPLIED.
  
 8-9) COMPLIED.
  
 10) IMPACT FEES - DIGITAL SUBMITTALS: PLANS WILL BE
 REVIEWED BY THE PBC IMPACT FEE OFFICE DIGITALLY VIA
 PROJECT DOX UPON NOTIFICATION BY THIS OFFICE.
 NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST FINAL
 FORM. YOU MAY COORDINATE WITH THE IMPACT FEE OFFICE AT
 (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL IMPACT
 FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME THE
 FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM CAN
 BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINISTRAT
 ION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected]
 .
 11) 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.
 WORKING HOURS ARE MON. ? WED. 8:00AM -UNTIL NOON.
 RETIRED/ PART TIME.
  
 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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