Plan Review Notes
Plan Review Notes For Permit 17100628
Permit Number 17100628
Review Stop B
Sequence Number 1
Notes
Date Text
2017-11-18 12:54:232014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17100628 - CONSTRUCT MAIN LEISURE POOL
 AND HOT TUB
 ADD: 1100 S. FLAGLER DR.
 CONT: RECREATIONAL DESIGN AND CONSTRUCTION
 TEL: 954-566-3885 / MAYRA TELLEZ
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE: SAT. NOV. 18/ 2017
 ACTION: DENIED
  
 1) THERE ARE 3 DIFFERENT SETS OF PLAN:
 1A) ONE SET OF PLANS BY MYRTHA POOLS IS DRAWN TO SCALE
 1:50 THEN THE PLANS WERE REDUCED TO FIT ON A 11 X 17
 INCH SHEET OF PAPER. TOO SMALL TO READ AND OR SCAN FOR
 RECORD RETENTION. THIS DOES NOT MEET THE CITY OF WEST
 PALM BEACH ADMINISTRATIVE CODE 107.2.1.4 QUALITY OF
 PLANS. 107.2.1.4 QUALITY OF BUILDING PLANS. BUILDING
 PLANS SHALL BE DRAWN TO A MINIMUM 1/8 INCH SCALE UPON
 SUBSTANTIAL PAPER, CLOTH OR OTHER ACCEPTABLE MEDIUM.
 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) THE SET OF PLANS BY MYRTHA POOLS IS SIGNED AND
 SEALED BY JOHN E. IRELAND, THE SIGNATURE IS A PHOTO
 COPIED SIGNATURE, THE SEAL IS REDUCED IN SIZE TO
 APPROXIMATELY 7/8 OF AN INCH IN DIAMETER.
 FL ADMIN CODE 61G15-23.002 ENGINEERS. EFFECTIVE DATE
 05/06/2009. (2)(A) EVERY SHEET OF PLANS AND PRINTS
 WHICH MUST BE SEALED UNDER THE PROVISIONS OF CHAPTER
 471, F.S., SHALL BE SEALED, SIGNED AND DATED BY THE
 PROFESSIONAL ENGINEER IN RESPONSIBLE CHARGE.
 61G15-23.001 ENGINEERS SEALS ACCEPTABLE TO THE BOARD.
 SAID SEAL SHALL BE A MINIMUM OF 1 7/8 INCHES IN
 DIAMETER,
  
 1C) THERE IS ONE SET OF PLANS THAT IS 36 INCHES IN
 LENGTH AND 2 SETS OF THE SAME DOCUMENT SHRUNK TO 24
 INCHES IN LENGTH. THESE SETS OF PLANS ARE BY A
 DIFFERENT ENGINEERING FIRM CLOWARD H2O. THE REDUCED SET
 OF PLANS BY THE ENGINEER CORROY CLOWARD P. E. ALSO HAS
 A PHOTO COPIED SIGNATURE; THE SEAL IS REDUCED IN SIZE
 TO APPROXIMATELY 1 1/4 INCH IN DIAMETER.
 FL ADMIN CODE 61G15-23.002 ENGINEERS. EFFECTIVE DATE
 05/06/2009. (2)(A) EVERY SHEET OF PLANS AND PRINTS
 WHICH MUST BE SEALED UNDER THE PROVISIONS OF CHAPTER
 471, F.S., SHALL BE SEALED, SIGNED AND DATED BY THE
 PROFESSIONAL ENGINEER IN RESPONSIBLE CHARGE.
 61G15-23.001 ENGINEERS SEALS ACCEPTABLE TO THE BOARD.
 SAID SEAL SHALL BE A MINIMUM OF 1 7/8 INCHES IN
 DIAMETER,
  
 1D) PLEASE PROVIDE A NARRATIVE WHY THERE ARE 2 DESIGN
 TEAMS ON THE SAME PROJECT? 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED. IF ONE IS A DELEGATE ENGINEER
 THEN THE ENGINEER NEEDS TO AFFIX A SHOP DRAWING STAMP
 OF APPROVAL ON THE DOCUMENTS. FL 61G-15-30.006 (3) THE
 DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
  
 1E) IT WOULD APPEAR FROM THE COVERSHEET WITH INDEX THE
 SUBMITTED DOCUMENTS ARE FOR MORE THAN ONE POOL AND OR
 SPA. PLEASE STRIKE ON THE INDEX SHEET AND DETAILS THAT
 ARE NOT PERTINENT TO THIS PERMIT. 107.2.1 INFORMATION
 ON CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL
 BE OF 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.
 SUCH DRAWINGS AND 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.
  
 1F) SHEET W1-1.20 SHOWS VARIOUS DETAILS 1, 2, & 3 TO BE
 FOUND ON SHEET W5-1.04 NONE OF THESE DETAILS PROVIDE
 THE TYPE OF MATERIAL THE FRAMING MEMBERS AROUND THE
 POOL AND BETWEEN THE POOL AND THE HOT SPA. NEITHER DOES
 THE PLAN INDICATE THE CENTER TO CENTER DIMENSION OF THE
 FRAMING MEMBERS, BRACING OR
 THE TYPE OF ANCHORS, SIZE OF ANCHORS TO BE INSTALLED TO
 LOCK THE FRAMING MEMBER IN PLACE. TO DATE NO
 ENGINEERING HAS BEEN SUBMITTED FOR THIS SYSTEM, THE
 BACKING MATERIAL THE LINER OF THE POOL SEALS AGAINST.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 1G) THE ARCHITECT OF RECORD FOR THE PROJECT HAS NOT PUT
 THEIR SHOP DRAWING STAMP OF APPROVAL ON THE PLANS. FL
 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC...
 2) SHEET W1-1.20 DETAILS A & B, IT WOULD APPEAR SINCE
 THE BUILDING WATERPROOFING IS BY OTHERS THE STRUCTURAL
 FOAM WILL BE INCLUDED WITHIN THE SCOPE OF THE POOL
 PERMIT PACKAGE. PLEASE PROVIDE THE MANUFACTURERS
 BROCHURE/ CUT SHEET WHAT PRESSURES THE STRUCTURAL FOAM
 HAS BEEN TESTED TOO? 107.2.1.3 ADDITIONAL INFORMATION
 REQUIRED. 2014 FBC-B SECTION 2603.2 LABELING AND
 IDENTIFICATION.
 PACKAGES AND CONTAINERS OF FOAM PLASTIC INSULATION AND
 FOAM PLASTIC INSULATION COMPONENTS DELIVERED TO THE JOB
 SITE SHALL BEAR THE LABEL OF AN APPROVED AGENCY SHOWING
 THE MANUFACTURER?S NAME, PRODUCT LISTING, PRODUCT
 IDENTIFICATION AND INFORMATION SUFFICIENT TO DETERMINE
 THAT THE END USE WILL COMPLY WITH THE CODE
 REQUIREMENTS.
  
 3) 1G) SHEET W1-1.20 DETAILS A & B, PLEASE PROVIDE IF
 THE CONCRETE SLAB TO FORM THE BOTTOM OF THE POOL AND
 HOT TUB WILL ALSO BE WITHIN THE SCOPE OF THE POOL
 CONTRACTOR, IF SO PLEASE PROVIDE ADDITIONAL INFORMATION
 ON THE SLAB, CONCRETE FORMULA, PSI, IF THERE IS STEEL
 REINFORCING IN THE SLAB, WIRE MESH AND OR IF FIBER MESH
 IS TO BE USED? 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 4) SHEET W1-1.20 DETAILS A & B, PLEASE PROVIDE
 ADDITIONAL INFORMATION ON THE POOL MEMBRANE LINER AND
 HOW THE TILE ARE GOING TO BE ATTACHED TO THE LINER?
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 2014 FBC-B 454.1.2.1 POOL STRUCTURE. POOLS SHALL BE
 CONSTRUCTED OF CONCRETE OR OTHER IMPERVIOUS AND
 STRUCTURALLY RIGID MATERIAL. ALL POOLS SHALL BE
 WATERTIGHT, FREE FROM STRUCTURAL CRACKS AND SHALL HAVE
 A NONTOXIC SMOOTH AND SLIP RESISTANT FINISH. ALL
 MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH
 MANUFACTURER'S SPECIFICATIONS UNLESS SUCH
 SPECIFICATIONS VIOLATE CHAPTER 64E-9, FLORIDA
 ADMINISTRATIVE CODE, RULE REQUIREMENTS OR THE APPROVAL
 CRITERIA OF NSF/ANSI STANDARD 50 OR NSF/ANSI STANDARD
 60.
  
 (A) FLOORS AND WALLS SHALL BE WHITE OR PASTEL IN COLOR
 AND SHALL HAVE THE CHARACTERISTICS OF REFLECTING RATHER
 THAN ABSORBING LIGHT. TILE USED IN LESS THAN 5 FEET
 (1524 MM) OF WATER MUST BE SLIP RESISTANT. A MINIMUM
 4-INCH (102 MM) TILE LINE, EACH TILE A MINIMUM SIZE OF
 1 INCH (25 MM) ON ALL SIDES, SHALL BE INSTALLED AT THE
 WATER LINE, BUT SHALL NOT EXCEED 12 INCHES (305 MM) IN
 HEIGHT IF A DARK COLOR IS USED. GUTTER TYPE POOLS MAY
 SUBSTITUTE 2-INCH (51 MM) TILE, EACH A MINIMUM SIZE OF
 1 INCH (25 MM) ON ALL SIDES, ALONG THE POOL WALL EDGE
 OF THE GUTTER LIP.
  
 (B) ONE-INCH (25 MM) SQUARE TILE MAY BE USED IF THE
 MANUFACTURER HAS SPECIFIED THE ADHESIVE FOR USE
 UNDERWATER TO ADHERE THE TYPE OF TILE USED [VITREOUS
 (GLASS) OR CERAMIC]. TILES SHALL NOT HAVE SHARP EDGES
 EXPOSED THAT COULD CAUSE BATHER INJURY.
  
 5) SHEET W1-1.01 INDICATES THE USE OF A ADA LIFT INTO
 THE MAIN POOL. DETAIL # 1 IS FOUND ON SHEET W5-1.06.
 THE NOTE # 2 STATES THAT THE LIFT IS TO BE INSTALLED IN
 COMPLIANCE WITH THE MANUFACTURERS SPECIFICATIONS. THIS
 REVIEW NO MANUFACTURERS LIFT SPECIFICATIONS WERE
 SUBMITTED. 107.2.1.3 ADDITIONAL INFORMATION.
  
 NOTICE!
 FLORIDA DECLARATORY STATEMENT DS 2013-011CONCLUSION (2)
 SWIMMING POOLS THAT ARE PART OF THE COMMON USE AREAS OF
 MULTIFAMILY RESIDENTIAL DEVELOPMENTS THAT DO NOT
 RECEIVE GOVERNMENTAL FINANCIAL ASSISTANCE OR
 SPONSORSHIP, AND WHOSE FACILITIES ARE INTENDED SOLELY
 FOR THE USE OF RESIDENTS AND THEIR GUEST, ARE NOT
 SUBJECT THE ACCESSIBILITY CODE, INCLUDING PROVISIONS
 FOR POOL LIFTS OR SLOPED ENTRIES EVEN IF THEY ARE
 CONSIDERED TO FALL WITHIN THE DEFINITION OF PUBLIC
 SWIMMING POOLS OR PUBLIC POOLS IN SECTION 424.1.1 OF
 THE FBC-BUILDING.
  
 6) SHEET W5-1.06 DETAIL 4 POOL LADDER GRAB RAIL DOES
 NOT GIVE THE HEIGHT OF THE LADDER ABOVE THE FINISHED
 DECK. CODE COMPLIANCE WITH 424.1.2.5.1 CANNOT BE
 DETERMINED.
  
 7) 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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