Plan Review Notes
Plan Review Notes For Permit 18060580
Permit Number 18060580
Review Stop B
Sequence Number 3
Notes
Date Text
2019-02-06 13:51:14BUILDING PLAN REVIEW
 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1 ADMINISTRATION
  
 CHRISTOPHER S. THROOP, C.B.O.
 BUILDING PLANS EXAMINER, PX3169
 1&2 FAMILY PLANS EXAMINER, SFP306
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 3RD REVIEW
 RESULTS: DENIED
 YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED
 BELOW.
 ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT
  
  
 DUE TO THE DEFICIENCIES OF THIS PLAN, A COMPLETE AND
 THOROUGH REVIEW CANNOT BE PERFORMED AT THIS TIME. UPON
 RE-SUBMITTAL, ADDITIONAL COMMENTS MAY BE MADE.
  
 1. PROVIDE COVER PAGE PER FBC R CHPT3 - BUILDING
 PLANNING. INCLUDE THE FOLLOWING:
 A. CODES IN EFFECT:
 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1 ADMINISTRATION
 FBC CE = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 FBC EX = FLORIDA BUILDING CODE EXISTING BUILDING 2017
 6TH EDITION
 FBC M = FLORIDA BUILDING CODE MECHANICAL 2017 6TH
 EDITION
 FBC P = FLORIDA BUILDING CODE PLUMBING 2017 6TH EDITION
 NEC = NFPA 70 2014 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
 B. ORIENTATION OF BUILDING TO NORTH.
 C. EXPOSURE
 D. RISK
 E. DESIGN WIND LOADS
 F. TYPE OF CONSTRUCTION
 G. NUMBER OF FLOORS/BEDROOMS/BATHROOMS
 H. SQUARE FOOTAGE - 1. CONDITIONED SPACE
 2. UNCONDITIONED SPACE
 3. TOTAL SQUARE FOOTAGE
 I. SPRINKLER SYSTEM
 J. SPECIAL FLOOD HAZARD AREA
 K. FINISHED FLOOR ELEVATION
 L. DESIGN LIVE LOADS AND DESIGN DEAD LOADS.
 M. DESIGN TEAM -
 1. ARCHITECT OF RECORD
 2. ENGINEER OF RECORD
 3. SPECIALTY ENGINEER
  
 2. PROVIDE SITE DRAINAGE PLAN -
 FBC R401.3 SITE DRAINAGE
 PROVIDE TWO SETS OF A SITE DRAINAGE PLAN SHOWING
 COMPLIANCE WITH FBC R401.3 DRAINAGE.
 SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER
 CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT
 DOES NOT CREATE A HAZARD.
 LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM
 FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6
 INCHES WITHIN THE FIRST 10 FEET.
 EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER
 PHYSICAL BARRIERS PROHIBIT 6 INCHES OF FALL WITHIN 10
 FEET, DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE
 DRAINAGE AWAY FROM THE STRUCTURE.
 IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING
 FOUNDATION SHALL BE SLOPED A MINIMUM OF
 2 PERCENT AWAY FROM THE BUILDING.
  
 FBC R 401.3 (DRAINAGE)
 FBC 107.2.5 (SITE PLAN)
 FBC 110.9 (IMPACT OF CONSTRUCTION)
  
 3. VALUE -
 109.3 BUILDING PERMIT VALUATIONS. IF, IN THE OPINION OF
 THE BUILDING OFFICIAL, THE CLAIMED VALUATION OF
 BUILDING, ALTERATION, STRUCTURE, ELECTRICAL, GAS,
 MECHANICAL OR PLUMBING SYSTEMS APPEARS TO BE
 UNDERESTIMATED ON THE APPLICATION, THE PERMIT SHALL BE
 DENIED, UNLESS THE APPLICANT CAN SHOW DETAILED,
 QUANTITY ESTIMATES, AND/OR BONA FIDE SIGNED CONTRACTS
 (EXCLUDING LAND VALUE) TO MEET THE APPROVAL OF THE
 BUILDING OFFICIAL. FOR PERMITTING PURPOSES, VALUATION
 OF BUILDINGS AND SYSTEMS SHALL BE TOTAL REPLACEMENT
 VALUE TO INCLUDE STRUCTURAL, ELECTRIC, PLUMBING,
 MECHANICAL, INTERIOR FINISH, RELATIVE SITE WORK,
 ARCHITECTURAL AND DESIGN FEES, MARKETING COSTS,
 OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
 VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION
 COST ANALYSIS SERVICES (MARSHALL-SWIFT, MEANS, ETC.),
 AS PUBLISHED BY INTERNATIONAL CODE CONGRESS.
 FINAL BUILDING PERMIT VALUATION SHALL BE SET BY THE
 BUILDING OFFICIAL.
  
 BASED ON THE CURRENT ICC BUILDING VALUATION DATA
 PUBLISHED AUGUST 2018 THE VALUE OF THIS STRUCTURE HAS
 BEEN DETERMINED TO BE $543,375.00.
  
 4. PROVIDE ENERGY SUBMITTAL -
 FBCE-103.2.1.1 RESIDENTIAL LESS THAN OR EQUAL TO 3
 STORIES. ENERGY
  
 FBCE-R101.5.1.1 BUILDING THERMAL ENVELOPE ALTERNATIVE.
 AN ACCURATELY COMPLETED RESIDENTIAL BUILDING FORM R402
 SHALL BE SUBMITTED TO THE BUILDING OFFICIAL TO
 DEMONSTRATE CODE COMPLIANCE BY THIS METHOD.
  
 _ OR _
  
 FBCE-101.5.1.1.2 SIMULATED PERFORMANCE ALTERNATIVE.
 AN ACCURATELY COMPLETED RESIDENTIAL BUILDING FORM R405
 (GENERATED BY COMMISSION APPROVED SOFTWARE) SHALL BE
 SUBMITTED TO THE BUILDING OFFICIAL TO DEMONSTRATE CODE
 COMPLIANCE BY SECTION 405.
  
 R401.3 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
 (MANDATORY).
 THE BUILDING OFFICIAL SHALL REQUIRE THAT AN ENERGY
 PERFORMANCE LEVEL (EPL) DISPLAY CARD BE COMPLETED AND
 CERTIFIED BY THE BUILDER TO BE ACCURATE AND CORRECT
 BEFORE FINAL APPROVAL OF THE BUILDING FOR OCCUPANCY.
 FLORIDA LAW [SECTION 553.9085, FLORIDA STATUTES)]
 REQUIRES THE EPL DISPLAY CARD TO BE INCLUDED AS AN
 ADDENDUM TO EACH SALES CONTRACT FOR BOTH PRESOLD AND
 NON-PRESOLD RESIDENTIAL BUILDINGS. THE EPL DISPLAY CARD
 CONTAINS INFORMATION INDICATING THE ENERGY PERFORMANCE
 LEVEL AND EFFICIENCIES OF COMPONENTS INSTALLED IN A
 DWELLING UNIT. THE BUILDING OFFICIAL SHALL VERIFY THAT
 THE EPL DISPLAY CARD COMPLETED AND SIGNED BY THE
 BUILDER ACCURATELY REFLECTS THE PLANS AND
 SPECIFICATIONS SUBMITTED TO DEMONSTRATE CODE COMPLIANCE
 FOR THE BUILDING. A COPY OF THE EPL DISPLAY CARD CAN BE
 FOUND IN APPENDIX C.
  
 5. PROVIDE WINDOW AND DOOR SCHEDULE. INCLUDE LOCATION
 OF DEVICES ON PLAN. PROVIDE DESIGN PRESSURE FOR EACH
 OPENING.
 FBC 107.3.5.3 ? PROVIDE WIND DESIGN LOADS/DESIGN
 PRESSURES PURSUANT TO FBC-R301.2.
  
 R301.2.1 WIND DESIGN CRITERIA.
 BUILDINGS AND PORTIONS THEREOF SHALL BE CONSTRUCTED IN
 ACCORDANCE WITH THE WIND PROVISIONS OF THIS CODE USING
 THE BASIC WIND SPEED IN TABLE R301.2(1) AS DETERMINED
 FROM FIGURE R301.2(4). THE STRUCTURAL PROVISIONS OF
 THIS CODE FOR WIND LOADS ARE NOT PERMITTED WHERE WIND
 DESIGN IS REQUIRED AS SPECIFIED IN SECTION R301.2.1.1.
 WHERE DIFFERENT CONSTRUCTION METHODS AND STRUCTURAL
 MATERIALS ARE USED FOR VARIOUS PORTIONS OF A BUILDING,
 THE APPLICABLE REQUIREMENTS OF THIS SECTION FOR EACH
 PORTION SHALL APPLY. WHERE NOT OTHERWISE SPECIFIED, THE
 WIND LOADS LISTED IN TABLE R301.2(2) ADJUSTED FOR
 HEIGHT AND EXPOSURE USING TABLE R301.2(3) SHALL BE USED
 TO DETERMINE DESIGN LOAD PERFORMANCE REQUIREMENTS FOR
 WALL COVERINGS, CURTAIN WALLS, ROOF COVERINGS, EXTERIOR
 WINDOWS, SKYLIGHTS AND EXTERIOR DOORS (OTHER THAN
 GARAGE DOORS).
  
 6. PROVIDE PRODUCT APPROVALS FOR WINDOWS AND DOORS.
 FBC 107.3.4 ? PROVIDE PRODUCT APPROVALS FOR THOSE
 PRODUCTS WHICH ARE REGULATED BY FAC RULE 9N-3 REVIEWED
 AND APPROVED IN WRITING BY THE DESIGNER OF RECORD.
 SPECIFICALLY, PROVIDE WINDOW AND DOOR SUBMITTALS.
  
 7. REFERENCE PLAN PAGE A-1. PROVIDE DETAIL FOR FOOTINGS
 F-1 AND F-2. PLEASE CLARIFY WHAT F002 REFERS TO.
  
 8. REFERENCE BOLT TENSIONING NOTE ON PLAN PAGE 009, 1
 OF 17. BOLTS ARE TO BE INSTALLED PER TURN OF THE NUT
 METHOD. THIS INDICATES THE STRUCTURAL CONNECTIONS ARE
 SLIP CRITICAL AND WILL REQUIRED A SPECIAL INSPECTOR TO
 VERIFY BOLT INSTALLATION.
  
 9. PROVIDE SHOP DRAWINGS FOR SPIRAL STAIRCASE. PROVIDE
 FOUNDATION DETAIL AND ATTACHMENT DETAIL TO STRUCTURE.
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO SUBMITTAL AND LEAVE THE PREVIOUSLY
 REVIEWED SHEETS DETACHED.
  
  
  
  
  
  


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