Plan Review Notes
Plan Review Notes For Permit 17070490
Permit Number 17070490
Review Stop B
Sequence Number 1
Notes
Date Text
2017-07-27 14:37:222014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17070490
 ADD: 1111 S. FLAGLER DR.
 CONT: MYRICK GUROSKY & ASSOC.
 TEL: 205-313-3027
 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.
  
 1ST REVIEW
 DATE: THURS. JULY 27/ 2017
 ACTION: DENIED
  
 1) SHEET A101 INDICATES WINDOW AND DOOR TYPES ON THIS
 SHEET AS WELL AS DOOR SCHEDULE AND NOTES. NOTE # 1
 INDICATES THE EXTERIOR STOREFRONT OPENING IS TO BE
 LARGE MISSILE RATED, AND MUST MEET THE WIND LOAD
 REQUIREMENTS FOR THE LOCAL WIND SPEED. THE DESIGNER OF
 RECORD HAS NOT SPECIFIED THE WIND DESIGN CRITERIA.
 UNKNOWNS TO BASE THE WIND DESIGN, DOES THIS BUILDING
 WHOSE PRIMARY OCCUPANCY IS PUBLIC ASSEMBLY WITH AN
 OCCUPANT LOAD GREATER THAN 300. IF SO, THEN THE
 BUILDINGS RISK CATEGORY IS INCREASED TO III SEE THE
 2014 FBC-B TABLE 1604.5. WITH THE BUILDINGS RISK
 CATEGORY BEING III FIGURE 1609B PUTS THE WIND SPEED AT
 180 VULT.
  
 2) 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:
  
 2.1. 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.
  
 2.2. RISK CATEGORY.
  
 2.3HEIGHT AND EXPOSURE. WIND EXPOSURE. APPLICABLE WIND
 DIRECTION IF MORE THAN ONE WIND EXPOSURE IS UTILIZED.
 TABLE 1609.7.2.
  
 2.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 2.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF.
  
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING. 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
 PLEASE CONVERT ALL WIND PRESSURES INTO VASD SINCE THE
 PRODUCT APPROVALS ARE IN VASD.
  
 3) SHEET A101 INDICATES NEW STOREFRONT WINDOWS AND
 DOORS. PLEASE SUBMIT PRODUCT APPROVAL FOR REVIEW. 2014
 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
  
 4) 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 INFORMATION IF REQUIRED, ATTACHMENTS AND
 ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2014 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.
  
 5) 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..
  
 6) SHEET A101 IN THE DOOR SCHEDULE NOTE# 4 NOTE A
 INDICATES CYLINDER LOCK AND NOTE B POWER OR MANUAL
 PANIC HARDWARE. PLEASE REFER BACK TO FBC-B 1008.1.9.3
 (2) ONLY ALLOWS THE USE OF KEY OPERATED LOCKING DEVISES
 WHEN THE OCCUPANT LOAD IS LESS THAN 300. PLEASE VERIFY
 THE OCCUPANT LOAD OF THE BUILDING.
  
 7) SHEET A501:
 7A) DETAIL # 1 OF THE INDICATES A BRICK SUPPORT, UNDER
 PERMIT 17010099 THE PLANS INDICATE, PROVIDE AND INSTALL
 NEW GAL/ PAINTED BRICK LINTEL TO EXTEND 8 INCHES PAST
 THE OPENING. NEITHER PLAN TRULY IDENTIFIES THE SIZE OF
 THE BRICK ANGLE LINTEL? 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 7B) NEITHER THIS SHEET NOR A101 INDICATE IF THE DOORS
 ARE GOING TO HAVE MANUAL DOORS OR POWER OPERATED,
 ASSIST DOORS. THE NOTE # 2 ON SHEET A101 HAS OR, THE
 PLANS NEED TO BE SPECIFIC. 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.2.1.3: W.P.B. ADMINISTRATIVE CODE,
 SUCH INFORMATION SHALL BE SPECIFIC TO THE TECHNICAL
 CODES "SHALL NOT BE CITED AS A WHOLE OR IN PART, NOR
 THE TERM "LEGAL" OR ITS EQUIVALENT BE USED AS A
 SUBSTITUTE FOR SPECIFIC INFORMATION".
  
 7C) DETAIL 2 INDICATES THE EXISTING FOUNDATION NEW
 BLOCK WORK BENEATH GRADE AND TO FILL THE SPACE BETWEEN
 THE EXISTING FOUNDATION AND BLOCKWORK WITH GROUT. THE
 PLANS DO NOT MENTION THE REQUIREMENT FOR TERMITE
 TREATMENT SEE SECTION 1403.8 EXCEPTION # 4. . IF THE
 PATIO HAS BEEN SOIL TREATED FOR TERMITES, THE FINISH
 ELEVATION MAY MATCH THE BUILDING INTERIOR FINISH FLOOR
 ELEVATIONS ON MASONRY CONSTRUCTION ONLY.
  
 7D) DETAIL # 2 THE SUN SCREEN DOES NOT PROVIDE THE WIND
 DESIGN PARAMETERS FOR THE SUN SHADE TO BE MANUFACTURED
 AND INSTALLED. 105.5.1 LOADS.
 RIGID AWNINGS AND CANOPY SHUTTERS SHALL BE DESIGNED TO
 RESIST THE LOADS SET FORTH IN CHAPTER 16 OF THIS CODE
 (FBC-B).
  
 7E) DETAIL # 2 INDICATES THE USE OF 4 INCH STONE VENEER
 BUT THE PLANS DO NOT STATE HOW THE STONE VENEER IS TO
 BE ANCHORED, FBC-B 1405.7.
  
 7F) DETAIL # 2 THE WINDOW DETAIL INDICATES THE
 INSTALLATION OF A NEW GALVANIZED STEEL LINTEL ANGLE,
 THE PLANS DO NOT PROVIDE THE SIZE OF THE ANGLE NOR HOW
 FAR BEYOND THE WINDOW THE ANGLE NEEDS TO EXTEND?
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 7G) THE NOTES INDICATE THE ANCHORING OF THE SUNSHADE
 WITH A ? INCH STEEL PLATE AND (2) ? INCH GALVANIZED
 DEFORMED STEEL PINS INTO THE EXISTING CONCRETE BEAM AND
 EPOXY. THE PLANS DO NOT PROVIDE HOW DEEP OF A HOLE IS
 TO BE CREATED, HOW LONG THE STEEL PINS NEED TO BE
 EMBEDDED, THE TYPE OF WELD TO ATTACH THE GALVANIZED
 PINS TO THE STEEL PLATE. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 7H) OVER THE EXTERIOR DOORS THE PLANS SHOW A NEW
 PREFABBED CANOPY OVER ALUMINUM PURLINS. THERE IS NO
 WIND DESIGN CRITERIA, THIS DETAIL SEEMS TO BE MORE OF A
 CONCEPTUAL DESIGN NO INFORMATION WAS PROVIDED.
 107.2.1.3 ADDITIONAL INFORMATION REQUIRED. 2010
 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.
  
 8) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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.
  
 THIS REVIEW CYCLE A THOROUGH REVIEW COULD NOT BE
 COMPLETED AND ADDITIONAL AND OR NEW COMMENTS MAY OCCUR
 ON SUBSEQUENT REVIEWS.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  


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