Plan Review Notes
Plan Review Notes For Permit 14120661
Permit Number 14120661
Review Stop B
Sequence Number 1
Notes
Date Text
2014-12-19 17:42:07BUILDING PLAN REVIEW
 PERMIT: 14120661
 ADD: 2601 OKEECHOBEE BLVD
 CONT: MASON DEVELOPMENT
 TEL: (561)623-8801
  
 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.
  
 2010 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.
  
 1ST REVIEW
 DATE: SAT. DEC. 20/2014
 ACTION: DENIED
  
 1) SHEET A0.01 CODE SUMMARY:
  
 1A) PLANS INDICATE THIS STRUCTURE WAS DESIGNED FOR WIND
 AS A EXPOSURE "B". THIS STRUCTURE IS LOCATED IN A C
 EXPOSURE. 2010 FBC-B 1609.4.2 SURFACE ROUGHNESS
 CATEGORIES. SURFACE ROUGHNESS C. OPEN TERRAIN WITH
 SCATTERED OBSTRUCTIONS HAVING HEIGHTS GENERALLY LESS
 THAN 30 FEET (9144 MM). THIS CATEGORY INCLUDES FLAT
 OPEN COUNTRY AND GRASSLANDS.THIS SURFACE ROUGHNESS
 SHALL ALSO APPLY TO ANY BUILDING LOCATED WITHIN SURFACE
 ROUGHNESS B-TYPE TERRAIN WHERE THE BUILDING IS WITHIN
 100 FEET HORIZONTALLY IN ANY DIRECTION OF OPEN AREAS OF
 SURFACE ROUGHNESS C OR D-TYPE TERRAIN THAT EXTENDS MORE
 THAN 600 FEET (182.9 M) AND WIDTH GREATER THAN 150 FEET
 IN THE UPWIND DIRECTION. OPEN TERRAIN TO BOTH THE NORTH
 AND SOUTH.
  
 1B) THE MEAN ROOF HEIGHT IS GIVEN AS 18 FT. SHEET A3.03
 DETAIL 1 THE FRONT OFTHE BUILDING, THE BAR JOIST ARE
 SET AT 18 F.-5 IN., SHEET A3.04 DETAIL 1 THE BACK OF
 THE STORE IS SET AT THE SAME ELEVATION, WITH THE STEEL
 B DECK AND ROOF TOP INSULATION THE MEAN ROOF HEIGHT
 WILL BE HIGHER THAN 18FT. PLEASE PROVIDE WHAT THE MEAN
 ROOF HEIGHT IS OR PROVIDE AN EXPLANATION? 2010 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1, ADMINISTRATION 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 1C) TYPE OF CONSTRUCTION REFERS TO THE SOUTH FLORIDA
 BUILDING CODE AND CHAPTER 20, THEONLY COUNTIES IN
 FLORIDA THAT USED THIS CODE ARE BROWARD & MIAMI-DADE
 COUTNY. THE JOB SITE IS LOCATED IN PALM BEACH COUNTY,
 PALM BEACH COUNTY AND THE REST OF THE STATE USED THE
 STANDARD SOUTHERN BUILDING CODE, THIS IS THE CODE THIS
 STRUCTURE WAS BUILT UNDER. PLEASE CORRECT.
  
 1D) CODE ANALYSIS GROUP HEADINGS E,F, & G ALL MAKE
 REFERENCE TO THE CURRENT CODE BEING THE 2007 FBC,
 PLEASE UPDATE, THE 2010 FBC WAS ADOPTEDED INTO USE
 MARCH 15, 2010 THE SAME TIME THE NEW FEDERAL ADA WENT
 INTO AFFECT. PLEASE CORRECT TO THE CURRENT CODE CYCLE.
  
 1E) CODE ANALYSIS VI HEADING MEANS OF EGRESS, INDICATES
 TOTAL SQ. FT. OF BUILDING BEING REMODELED IS 55,000 SQ.
 FT. THE MERCANTILE OCCUPANCY 45,000 SQ FT/ 30 SQ FT PER
 OCC.= 1,500 OCCUPANTS, WHAT HAPPENED TO THE OTHER
 10,000 SQ FT OF BUILDING AND OCCUPANT LOADING FOR
 EXITING. 2010 FBC-B 1005.1.
  
 2) FOR THIS SUBMITTAL THERE HAS BEEN NO ENERGY FORMS
 SHOWING COMPLIANCE WITH SHELL BUILDINGS, PLEASE PROVIDE
 CODE COMPLIANCE WITH 2010 FL ENERGY CODE 502.1.1
 INSULATION AND FENESTRATION CRITERIA. 502.1.1.1 SHELL
 BUILDINGS, RENOVATIONS AND ALTERATIONS.
 THE BUILDING THERMAL ENVELOPE SHALL MEET THE
 REQUIREMENTS OF TABLE 502.1.1.1(1) OR TABLE
 502.1.1.1(2). SEE SECTION 101.4.3.
  
 3) SHEET S.5 STRUCTURAL NOTES, THERE DOESN'T SEEM TO BE
 ANY NOTES PROVIDING WHAT THE MINIMUM SAFE BEARING VALUE
 OF THE SOIL NEEDS TO BE,
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 2010 STRUCTURAL
 REQUIREMENTS SHALL INCLUDE:
 SOIL CONDITIONS/ANALYSIS.
  
 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.
  
 4) THIS BUILDING IS INDICATED AS HAVING 55,000 SQ. FT
 OF COMMERCIAL SPACE TO BE REMODELED, A LEVEL III
 ALTERATION. THIS BUILDING WILL QUALIFY FOR A ONSITE
 RESIDENT INSPECTOR.
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 110.3.9 OTHER
 INSPECTIONS SERVICES.
 THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY
 AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES:
 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F ?C) IN EXCESS OF 3000 POUNDS PER SQUARE
 INCH
 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE
 FOOT
  
 NOTE; RESIDNET INSPECTOR PACKAGE AND FORMS WERE SENT
 TO, E-MAIL : [email protected] 12/20/2014
  
 4A) 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.
  
 4B) 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION 110.4
 INSPECTION AGENCIES. THE BUILDING OFFICIAL IS
 AUTHORIZED TO ACCEPT REPORTS OF APPROVED INSPECTION
 AGENCIES, PROVIDED SUCH AGENCIES SATISFY THE
 REQUIREMENTS AS TO QUALIFICATIONS AND RELIABILITY. THE
 RESIDENT INSPECTOR AND ALL INTERESTED PARTIESSHALL FILE
 OUT AND BE NOTIRIZED, THE RESIDENT INSPECTOR FORMS AND
 RETURN TO THE CITY BEFORE PERMIT ISSUANCE,
  
 4C) 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION 110.5
 INSPECTION REQUESTS. IT SHALL BE THE DUTY OF THE HOLDER
 OF THE BUILDING PERMIT OR THEIR DULY AUTHORIZED AGENT
 TO NOTIFY THE BUILDING OFFICIAL WHEN WORK IS READY FOR
 INSPECTION. IT SHALL BE THE DUTY OF THE PERMIT HOLDER
 TO PROVIDE ACCESS TO AND MEANS FOR INSPECTIONS OF SUCH
 WORK THAT ARE REQUIRED BY THIS CODE.
  
 4D) PLEASE NOTE (3) SETS OF PLANS AND PRODUCT APPROVALS
 WILL BE REQUIRED, A 3RD SET FOR THE RESIDENT INSPECTOR.
  
 4E) PLEASE CONTACTL KEN CONRAD THE MANAGER OF THE
 RESIDENT & THRESHOLD INSPECTION PROGRAM FOR ANY
 QUESTIONS OR CONCERNS AT:
 PHONE: 561-805-6666
 E-MAIL [email protected]
  
 5) MISSING WERE THE PRODUCT APPROVALS REQUIRED BY THE:
 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41
 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.
 (B) WINDOWS: CIRCLE SIZE, GLAZING, ANCHOR METHOD AND
 PRESSURES
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES NOTE CIRCLE
 SUB-SYSTEMS AND THE ASSOCIATED PRESSURES, SEE DESIGN
 LIMITATIONS
 (E) SHUTTERS- IF LARGE MISSILE GLAZING IS NOT TO BE
 INSTALLED
 (F) SKYLIGHTS- IF ANY
 (G) EXTERIOR COOLER, FREEZERS & OR PRE-ENGINEERED ROOF
 TOP A/C STANDS
  
 6) 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..
  
 7) SHEET S-3.0 THE ROOF TOP PRESSURES FOR 10 SQ. FT.
 ZONE # 3 ARE LOW. THE MEAN ROOF HEIGHT IS GIVEN AS 18
 FT. SHEET A3.03 DETAIL 1 THE FRONT OFTHE BUILDING, THE
 BAR JOIST ARE SET AT 18 F.-5 IN., SHEET A3.04 DETAIL 1
 THE BACK OF THE STORE IS SET AT THE SAME ELEVATION,
 WITH THE STEEL B DECK AND ROOF TOP INSULATION THE MEAN
 ROOF HEIGHT WILL BE HIGHER THAN 18FT. WALL SECTION 3
 SHEET A3.05 SHOWS THE EXISTING ROOF LINE (A PORTION) AT
 21 FT BOTTOM OF ROOF DECK AND THE TOP OF THE PARAPET AT
 22 FT. PRESSURES FOR ZONE # 3 CAN ONLY BE TAKEN AS
 LEVEL 2 PRESSURES WHEN THERE IS A 3'-0" PARAPET
 SURROUNDING THE WHOLE BUILDING. PLEASE PROVIDE A
 EXPLANATION OR CODE COMPLIANCE, THANK YOU. 2010 FBC-B
 1609.6.1. SEE TABLES.
  
 8A) THE STRUCTURAL SHEETS DO NOT PROVIDE THE WIND
 DESIGN CRITERIA/ PRESSURES FOR WINDOWS & DOORS FOR
 INTERIOR WALL ZONE 4 NOR THE END WALL ZONE 5. 2010
 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41
 COMPONENTS & CLADDING,
  
 8B) A2.01 SHOWS PRESSURES FOR WINDOWS AND DOORS BUT
 THERE IS NO WIND DESIGN CRITERIA FOUND ON THIS SHEET.
 THE COVER SHEET LIST THIS AS A B EXPOSURE.
 THE PRESSURES PROVIDED DOES NOT INDICATE THE SIZE OF
 THE OPENINGS THE PRESSURES ARE ASSOCIATED WITH.
  
 THIS STRUCTURE IS LOCATED IN A C EXPOSURE. 2010 FBC-B
 1609.4.2 SURFACE ROUGHNESS CATEGORIES. SURFACE
 ROUGHNESS C. OPEN TERRAIN WITH SCATTERED OBSTRUCTIONS
 HAVING HEIGHTS GENERALLY LESS THAN 30 FEET (9144 MM).
 THIS CATEGORY INCLUDES FLAT OPEN COUNTRY AND
 GRASSLANDS.THIS SURFACE ROUGHNESS SHALL ALSO APPLY TO
 ANY BUILDING LOCATED WITHIN SURFACE ROUGHNESS B-TYPE
 TERRAIN WHERE THE BUILDING IS WITHIN 100 FEET
 HORIZONTALLY IN ANY DIRECTION OF OPEN AREAS OF SURFACE
 ROUGHNESS C OR D-TYPE TERRAIN THAT EXTENDS MORE THAN
 600 FEET (182.9 M) AND WIDTH GREATER THAN 150 FEET IN
 THE UPWIND DIRECTION. OPEN TERRAIN TO BOTH THE NORTH
 AND SOUTH.
  
 9) PLEASE SHOW COMPLIANCE WITH 2010 FBC-B 1509.6 1509.6
 EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED
 STRUCTURES.
 WHERE EQUIPMENT AND APPLIANCES REQUIRING ACCESS ARE
 INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT A HEIGHT
 EXCEEDING 16 FEET (4877 MM), SUCH ACCESS SHALL BE
 PROVIDED BY A PERMANENT APPROVED MEANS OF ACCESS, THE
 EXTENT OF WHICH SHALL BE FROM GRADE OR FLOOR LEVEL TO
 THE EQUIPMENT AND APPLIANCES? LEVEL SERVICE SPACE.
  
 10) SHEET A2.02 NOTE THE ROOF DRAINAGE IS ONLY ON THE
 PORTION OF THE ROOFING SYSTEM TO BE REPLACED, IF THE
 REMAINDER OF THE ROOF IS TO BE REMOVED AND REPLACED
 THEN CALCULATIONS WILL BE REQUIRED. FBC-B 1503.4/
 PLUMBING CHAPTER 11.
  
 11) SHEET A2.01 INDICATES THE USE OF AREA OF REFUGE
 ASSISTANCE. PLEASE NOTE THIS PERMIT MAYBE A SHELL
 PERMIT BUT WHEN THE TENANT FIT UP COMES IN TO USE THE
 REAR EXITS AS PART OF A MENS OF EGRESS THE TENANT FIT
 UP WILL NEED TO COMPLY WITH FBC-B 1014.2 EXCEPTION # 2
 ALL (4) PORTIONS:
 2. MEANS OF EGRESS ARE NOT PROHIBITED THROUGH
 STOCKROOMS IN GROUP M OCCUPANCIES WHEN ALL OF THE
 FOLLOWING ARE MET:
 2.1. THE STOCK IS OF THE SAME HAZARD CLASSIFICATION AS
 THAT FOUND IN THE MAIN RETAIL AREA;
 2.2. NOT MORE THAN 50 PERCENT OF THE EXIT ACCESS IS
 THROUGH THE STOCKROOM;
 2.3. THE STOCKROOM IS NOT SUBJECT TO LOCKING FROM THE
 EGRESS SIDE; AND
 2.4. THERE IS A DEMARCATED, MINIMUM 44-INCH-WIDE (1118
 MM) AISLE DEFINED BY FULL- OR PARTIAL-HEIGHT FIXED
 WALLS OR SIMILAR CONSTRUCTION THAT WILL
 MAINTAIN THE REQUIRED WIDTH AND LEAD DIRECTLY FROM THE
 RETAIL AREA TO THE EXIT WITHOUT OBSTRUCTIONS.
  
 12) SHEET A2.02 ALSO INDICATES THE USE OF AREA RESCUE
 ASSISTANCE. THE 2010 FL ACCESS. CODE 207.1 REFERS TO
 THE IBC- 2003 EDITION SECTION 1007 FOR ACCESSIBILITY
 AND AREA OF REFUGE.
  
 12A) UNDER THE HEADING OF SIZEIBC-1007.6.1 THE CODE
 INDICATES A AREA OF REFUGE WILL BE NEEDED FOR EVERY 200
 OCCUPANTS OR PORTIION THERE, OF, HOW DID YOU DERIVE AT
 4 AREA OF REFUGE?
  
 12B) PLEASE PROVIDE COMPLIANCE WITH IBC-1007.6.3
 TWO-WAY COMMUNICATION,1007.6.4, 1007.6.5
 IDENTIFICATION, 1007.7 SIGNAGE, 1007.8 EXTERIOR AREAS
 OF REFUGE, 1007.8.1 OPENNESS , THE ONE RIGHT OF LINE L
 IS OF CONCERN AND 1007.8.2 EXTERIOR EXIT STAIRS.
  
 13) SHEET A3.03 NOTE # 46 AND S-4.0 NOTE # 14 BOTH SHOW
 AN ALUMINUM CANOPY BY OTHERS, TO BE UNDER SEPARATE
 PERMIT WITH ASSOCIATED FEES.
  
 14) 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.
  
 15) 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
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  


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