Plan Review Notes
Plan Review Notes For Permit 16040977
Permit Number 16040977
Review Stop B
Sequence Number 3
Notes
Date Text
2016-08-17 14:58:42BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16040977
 ADD: 4510 GEORGIA AVE.
 CONT: OVERLAND CONSTRUCTION CO.
 TEL: 561-683-3210
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE: WED. AUGUST 17/2016
 ACTION: DENIED
  
 1A) 2ND REQUEST. PLEASE PROVIDE 2 PERMIT APPLICATIONS
 SINCE THERE WILL BE 2 BUILDINGS BEING BUILT AT THE SAME
 TIME. SPIT THE ASSOCIATED COST TO REFLECT THE SQUARE
 FOOTAGE FOR EACH BUILDING. PLEASE NOTE THIS REQUEST IS
 FOR INSPECTION PURPOSES , TO BE ABLE TO KEEP RECORDS
 FOR BOTH THE NORTH BUILDING AND SOUTH BUILDING AS WELL
 AS FOR RECORD RETENTION PURPOSES.
 107.2.1. THE BUILDING OFFICIAL MAY ESTABLISH THROUGH
 DEPARTMENTAL POLICY, OTHER STANDARDS FOR PLANS AND
 SPECIFICATIONS, IN ORDER TO PROVIDE CONFORMITY TO ITS
 RECORD RETENTION PROGRAM. THIS POLICY MAY INCLUDE SUCH
 THINGS AS MINIMUM SIZE, SHAPE, CONTRAST, CLARITY, OR
 OTHER ITEMS RELATED TO RECORDS MANAGEMENT.
  
 1B) NEW COMMENT. THE PERMIT APPLICATION INDICATES THE
 ADDRESS OF 4510 GEORGIA AVE. AND THE PC.N.
 74-43-44-04-13-000-0730. PLEASE NOTE 4510 GEORGIA IS
 UNDER THE PCN 74-43-44-04-13-000-0820. THE ADDRESS OF
 4510 GEORGIA AVE. ALREADY HAS A BUILDING ON THIS SITE.
 THE LOT TO THE SOUTH 4600 GEORGIA AVE.
 PCN 74-43-44-04-13-000-0730 IS A VACANT LOT THIS IS
 ALSO THE PCN NUMBER LISTED ON THE PERMIT APPLICATION
 PLEASE CORRECT THE PERMIT APPLICATION TO THE CORRECT
 ADDRESS.
  
 1C) NEW COMMENT, THE COMMENT RESPONSE TO THE ORIGINAL
 COMMENT # 4 INDICATES THAT MESSLER & ASSOCIATES ARE
 RESPONSIBLE FOR ONLY THE FOLLOWING WORK, BUILDING
 FOUNDATION, PLUMBING & ELECTRICAL AS IN COMMON WITH THE
 PRE-ENGINEERED METAL BUILDING. THERE NEEDS TO BE ONE
 DESIGN PROFESSIONAL IN CHARGE OF THE WHOLE PROJECT.
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.3.4 DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE. 107.3.4.1 GENERAL. WHEN IT IS
 REQUIRED THAT DOCUMENTS BE PREPARED BY A REGISTERED
 DESIGN PROFESSIONAL, THE BUILDING OFFICIAL SHALL BE
 AUTHORIZED TO REQUIRE THE OWNER TO ENGAGE AND DESIGNATE
 ON THE BUILDING PERMIT APPLICATION A REGISTERED DESIGN
 PROFESSIONAL WHO SHALL ACT AS THE REGISTERED DESIGN
 PROFESSIONAL IN RESPONSIBLE CHARGE. IF THE
 CIRCUMSTANCES REQUIRE, THE OWNER SHALL DESIGNATE A
 SUBSTITUTE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL PERFORM THE DUTIES
 REQUIRED OF THE ORIGINAL REGISTERED DESIGN PROFESSIONAL
 IN RESPONSIBLE CHARGE.
  
 2) 2ND REQUEST. THE RESPONSE NARRATIVE INDICATES THAT
 THE SOILS REPORTS WERE INCLUDED IN THIS SUBMITTAL
 PACKAGE, THERE WERE NO SOILS REPORTS INCLUDED!!!! THIS
 REVIEW THERE HAS BEEN NO SOILS REPORT SUBMITTED FOR
 THIS SITE. 2014 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.
  
 3) 2ND REQUEST. SHEET 2 OF 13 HAS THE WIND DESIGN
 CRITERIA BUT NO OTHER PLAN REVIEW CRITERIA FOR
 COMMERCIAL BUILDINGS.
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR
 BUILDINGS.
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING
 3A) COMPLIED. OCCUPANCY GROUP. F2.
  
 3B) 2ND REQUEST. MINIMUM TYPE OF CONSTRUCTION SHALL BE
 DETERMINED (SEE TABLE 503). PROVIDE SQ. FT. OF
 EACH BUILDING.
  
 3C) 2ND REQUEST. FIRE-RESISTANT CONSTRUCTION
 REQUIREMENTS SHALL INCLUDE THE FOLLOWING COMPONENTS:
 .
 3C)(1) 2ND REQUEST. FIRE-RESISTANT SEPARATIONS.
 REQUIRES SURVEY OF THE LOCATION OF THE PROPOSED
 BUILDING LOCATIONS. NOTE FBC-B TABLE 602 5 FT TO 10FT
 FOR ALL OCCUPANCIES EXCEPT H WILL REQUIRE 1 HOUR FIRE
 RATING, H OCCUPANCY REQUIRES 2 HOUR FIRE RATING.
  
 3C)(2) 2ND REQUEST. FIRE-RESISTANT PROTECTION FOR TYPE
 OF CONSTRUCTION FBC-B TABLE 601
  
 3C)(3) 2ND REQUEST. PROTECTION OF OPENINGS AND
 PENETRATIONS OF RATED WALLS FBC-B TABLE
  
 3D) 2ND REQUEST. OCCUPANCY LOAD/EGRESS REQUIREMENTS
 SHALL INCLUDE:
 OCCUPANCY LOAD 2014 FBC-B TABLE 1004.1.2 GROSS OR NET
  
 3E) MEANS OF EGRESS 2014 FBC-B CHAPTER 10
 EXIT SIGNS FBC-B 1011.1.
 EXIT DISCHARGE PLEASE PROVIDE A SITE PLAN SHOWING THE
 EXIT DISCHARGE TO THE PUBLIC WAY. FBC-B 1027.1.
  
 3E) WIND REQUIREMENTS/ WIND DESIGN CRITERIA IS FOUND ON
 SHEET 2 OF 13.
 THE WIND DESIGN CRITERIA IS GIVEN THE 170 VULT/ 132
 VASD, EXPOSURE C .
 3E)(1) THE WIND VELOCITY REFERS TO THE RESIDENTIAL CODE
 R301.2.1 PLEASE NOTE THIS DESIGN IS TO BE FROM THE 2014
 FBC-B B 1603.1.4 WIND DESIGN DATA.
 MISSING: 2. RISK CATEGORY.
 MISSING: 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT
 PRESSURE SHOULD BE TAKEN AT MEAN ROOF HEIGHT
 OF 20 FEET.
 PRESSURES GIVEN NEGATIVE PRESSURES ROOF ZONE 1 THE
 -67.33 IS IN VULT ALL ROOF ZONES TAKEN @ 10 SQ. FT.
 ZONE 2 & 3 ARE IN VASD TAKEN @ 10 SQ. FT.
 WALL ZONE 4 IN VASD ARE LOW @ 10 SQ. FT.
  
 3E)BUILDING ENVELOPE/ STRUCTURAL CALCULATIONS (STEEL
 BUILDING) WILL NEED TO REVIEW THE STEEL BUILDING SET OF
 PLANS TO VERIFY THE MWFRS / COMPONENTS AND CLADDING
 PRODUCT APPROVALS FOR WALLS AND ROOF PANELS.
  
 4) 2ND REQUEST. SHEET 12 OF 13 WILL NEED TO SHOW
 COMPLIANCE WITH 2014 FBC-ENERGY CODE 402.1 C402.1
 GENERAL (PRESCRIPTIVE). THE BUILDING THERMAL ENVELOPE
 SHALL COMPLY WITH SECTION C402.1.1. SECTION C402.1.2
 SHALL BE PERMITTED AS AN ALTERNATIVE TO THE R-VALUES
 SPECIFIED IN SECTION C402.1.1.
  
 5) 2ND REQUEST. PLEASE NOTE THIS IS A STEEL BOLTABLE
 BUILDING THAT WILL REQUIRE A RESIDENT INSPECTOR.
 110.3.9 OTHER INSPECTIONS SERVICES. THE BUILDING
 OFFICIAL MAY MAKE, OR CAUSE TO BE MADE BY OTHERS, THE
 INSPECTIONS REQUIRED BY SECTION 109. HE/SHE MAY ACCEPT
 REPORTS OF INSPECTORS OF RECOGNIZED INSPECTION
 SERVICES, PROVIDED THAT AFTER INVESTIGATION HE/SHE IS
 SATISFIED AS TO THEIR QUALIFICATIONS AND RELIABILITY. A
 CERTIFICATE CALLED FOR BY ANY PROVISION OF THE
 TECHNICAL CODES SHALL NOT BE BASED ON SUCH REPORTS
 UNLESS THE SAME ARE IN WRITING AND CERTIFIED BY A
 RESPONSIBLE OFFICER OF SUCH SERVICE. THE BUILDING
 OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY AN INSPECTION
 SERVICE IN THE FOLLOWING INSTANCES:
 (7). FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION.
 SUCH INSPECTORS SHALL BE ADEQUATELY PRESENT AT TIMES
 WORK IS UNDERWAY ON THE STRUCTURAL
 ELEMENTS OF THE BUILDING. SUCH INSPECTORS SHALL BE A
 REGISTERED ARCHITECT, OR ENGINEER, OR A
 PERSON LICENSED UNDER CHAPTER 468, PART XII, FLORIDA
 STATUTES. SUCH INSPECTORS SHALL SUBMIT
 WEEKLY PROGRESS REPORTS INCLUDING THE DAILY INSPECTIONS
 TO THE BUILDING OFFICIAL, AND INCLUDING A
 CODE COMPLIANCE OPINION OF THE RESIDENT INSPECTOR.
 RESIDENT INSPECTOR FORMS E-MAILED TO:
 [email protected] 08/17/2016 2:00PM.
  
 5A) RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL
 PARTIES NOTARIZED AND RETURNED TO THE BUILDING
 DEPARTMENT. FORMS WERE E-MAILED TO:
 [email protected] 5/17/16 03:03PM.
  
 5B) FOR THE RESIDENT 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. '
  
 5C) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 5D) FOR ALL RESIDENT INSPECTOR BUILDINGS 3 SETS OF
 DOCUMENTS ARE REQUIRED PLANS SHOP DRAWINGS AND PRODUCT
 APPROVALS.
  
 5E) PLEASE CALL THE CITY OF WEST PALM BEACHS AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR
 IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS AS WELL AS KEEPING THE PERMIT ALIVE
 (CURRENT) INSPECTIONS WITHIN A 6 MONTH PERIOD.
  
 6A) 2ND REQUEST. 2010 FBC-B 1609.1.2 PROTECTION OF
 OPENINGS, 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA
 DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010
 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS
 THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS. SUBMITTED NOA 13-1217.16
 EXPIRED.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, METAL PANEL WALL SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES METAL ROOFING
 PANELS
 (E) SHUTTERS
 (G) PRE-ENGINEERED A/C STANDS
  
  
 6B) 2ND REQUEST. 107.3.4.1 THOSE PRODUCTS WHICH ARE
 REGULATED BY DCA RULE 9N-3 SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 7) SEE COMMENT 3E. 2ND REQUEST. SHEET 2 O 13 INDICATES
 THE WIND DESIGN CRITERIA IS NOT GIVEN THE ASSOCIATED
 PRESSURES ARE GIVEN.
 WINDOW AND DOOR PRESSURES ARE LISTED AS +30,4/ -33.5
 BUT THE SQUARE FOOTAGE OF THE OPENING IS NOT GIVEN. IT
 IS ASSUMED THESE PRESSURES ARE IN VASD.
 THE ROOF PRESSURES 1 & 2 APPEAR TO BE IN VASD, ZONE 3
 PRESSURES ARE LOW.
 2014 FBC-B 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE
 STRUCTURE:
  
 7.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 7.2. RISK CATEGORY.
  
 7.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
  
 7.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 7.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/
 M2).
  
 7.6 MEAN ROOF HEIGHT.
  
 8)2ND REQUEST!!!!!!!! PLEASE PROVIDE THE SHOP DRAWINGS&
 CALCULATIONS FOR THE COLD-FORMED STEEL LIGHT-FRAME
 BUILDING.
 THIS PERMIT CAN NOT BE ISSUED UNTIL THE STEEL SHOP
 DRAWINGS ARE SUBMITTED TO THE BUILDING DEPARTMENT FOR
 REVIEW. STEEL BUILDINGS CAN BE DESIGNED UNDER AISI AND
 IT IS CRITICAL WE SEE THE LAYOUT OF THE GIRTS/PURLINS/
 WALL PANELS, ROOF PANELS AND ANY ASSOCIATED CLIP SYSTEM
 OF THE MANUFACTURER. THE ROOFING SYSTEM PANEL WIDTH,
 AND TYPE OF INTERLOCK BETWEEN PANELS.
 8A) 2211.2 HEADER DESIGN. HEADERS, INCLUDING BOX AND
 BACK- TO-BACK HEADERS, AND DOUBLE AND SINGLE L-HEADERS
 SHALL BE DESIGNED IN ACCORDANCE WITH AISI S212 OR AISI
 S100.
  
 8B) 2211.3 TRUSS DESIGN. COLD-FORMED STEEL TRUSSES
 SHALL BE DESIGNED IN ACCORDANCE WITH AISI S214,
 SECTIONS 2211.3.1 THROUGH 2211.3.4 AND ACCEPTED
 ENGINEERING PRACTICE.
  
 8C) 2211.4 WALL STUD DESIGN. WALL STUDS SHALL BE
 DESIGNED IN ACCORDANCE WITH EITHER AISI S211 OR AISI
 S100.
  
 8D) 2211.5 FLOOR AND ROOF SYSTEM DESIGN. FRAMING FOR
 FLOOR AND ROOF SYSTEMS IN BUILDINGS SHALL BE DESIGNED
 IN ACCORDANCE WITH EITHER AISI S210 OR AISI S100.
 2007AISI S100 D6.2.1(A) STRENGTH (RESISTANCE) OF
 STANDING SEAM ROOFING PANEL SYSTEM. PROVIDE
 CALCULATIONS FOR THE ROOFING AND WALL PANEL SYSTEMS.
 IDENTIFY WHICH SYSTEM IS BEING INSTALLED AND GAUGE OF
 THE MATERIAL.
  
  
 8E) 2211.6 LATERAL DESIGN. LIGHT-FRAME SHEAR WALLS,
 DIAGONAL STRAP BRACING THAT IS PART OF A STRUCTURAL
 WALL AND DIAPHRAGMS USED TO RESIST WIND, SEISMIC AND
 OTHER IN-PLANE LATERAL LOADS SHALL BE DESIGNED IN
 ACCORDANCE WITH AISI S213.
  
 9)2ND REQUEST. SHEET 4 OF 13 SHOWS THE ACCESSIBLE
 RESTROOM WITH THE BACK WALL MEASUREMENT OF 6FT. PLEASE
 SHOW COMPLIANCE WITH 2014 FBC-ACCESS. CODE 604.3.1.
 CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES
 (1525 MM) MINIMUM MEASURED PERPENDICULAR FROM THE SIDE
 WALL AND 56 INCHES (1420 MM) MINIMUM MEASURED
 PERPENDICULAR FROM THE REAR WALL.
  
 10) 2ND REQUEST. THE RESPONSE INDICATES RESTROOM
 ELEVATIONS TO BE FOUND ON SHEET 12, SHEET 12 SHOWS
 SECTION DETAILS OF EXTERIOR WALLS. PLEASE SHOW
 ELEVATION VIEWS OF THE RESTROOM FOR THE OTHER
 ACCESSIBLE ELEMENTS IN THE RESTROOM. 2014 ACCESS. CODE
 SEE CHAPTER 6. 604.5 GRAB BARS, BACKING & 606
 LAVATORIES.
  
 11) THE SITE PLAN WILL NEED TO SHOW ACCESSIBLE PARKING
 SPACES THAT WILL MEET THE W. P. B. ACCESSIBLE STALL
 PARKING SPACE. 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.
  
 12) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 13) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. 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.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  


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