Plan Review Notes
Plan Review Notes For Permit 18070884
Permit Number 18070884
Review Stop B
Sequence Number 1
Notes
Date Text
2018-09-24 12:31:40****CORRECTIONS****
 W.P.B. PERMIT: 18070884
 REVIEWED: SEPTEMBER 24, 2018
  
 DYLAN BATTLES
 BUILDING PLANS EXAMINER I
 [email protected]
 561-805-6718
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC AMENDED = FLORIDA BUILDING CODE,6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC ENERGY = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
  
 I DID A PARTIAL REVIEW TO TRY AND GET THE INFORMATION
 NEEDED FOR A FULL REVIEW ON THE RE-SUBMITTAL.
 ADDITIONAL COMMENTS MAY BE FORTHCOMING PENDING REVIEW
 OF MATERIALS REQUESTED.
  
 1. IN DRAWING FOLDER THE PLANS CS-1 AND A001-A601 ARE
 IN DWG. FORMAT. PLEASE UPLOAD NEW PLANS IN PDF. FORMAT
 WITH DIGITAL SIGNATURE AND PLACE A DIGITALLY CREATED
 IMAGE OF YOUR SEAL AND THE FOLLOWING SENTENCES WHERE AN
 ORIGINAL SIGNATURE WOULD APPEAR IF THE ITEM WERE BEING
 PHYSICALLY SIGNED, DATED AND SEALED. THE SENTENCES CAN
 BE PART OF THE DIGITAL SIGNATURE CUSTOM APPEARANCE
 AVAILABLE IN THE SIGNING TOOL, OR THEY CAN BE PLACED ON
 THE DOCUMENT OUTSIDE OF THE DIGITAL SIGNATURE BLOCK.
 "THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY
 [LICENSEE, RA, OR LS] ON THE DATE AND/OR TIME STAMP
 SHOWN USING A DIGITAL SIGNATURE". (SEE SIGNATURE REVIEW
 FOR ADDITIONAL REVIEWERS COMMENTS)
  
 2. LAYOUTS & FABRICATION DRAWINGS (320 PAGES) WERE
 UPLOADED IN BOTH SUPPORTING DOCUMENTS AND DRAWINGS
 FOLDER. THIS IS PROBABLY BECAUSE SOME OF THE
 INFORMATION IS TYPICALLY IN DRAWINGS (FRAMING PLANS AND
 STRUCTURAL PLANS), AND TRUSS ENGINEERING IS USUALLY A
 SUPPORTING DOCUMENT.
 CAN THIS BE SPLIT UP SO THAT STRUCTURAL DRAWINGS ARE IN
 THE DRAWING FOLDER AND SUPPORTING TRUSS PLANS CAN GO IN
 SUPPORTING DOCS?
 IDEALLY, I WOULD LIKE TO SEE FLOOR FRAMING PLAN, ROOF
 FRAMING PLAN AND STRUCTURAL DETAILS ON INDIVIDUAL
 DRAWINGS SHEETS TO THE DRAWINGS FOLDER AND THE TRUSS
 SHOP DWG?S CAN BE A MULTI PAGE FILE UPLOADED TO THE
 SUPPORTING DOCS FILE.
 THE TRUSS SUBMITTAL CAN BE APPROVED NOW IF PUT IN
 SUPPORTING DOCUMENTS AS A SUBMITTAL, OR IT CAN BE
 DEFERRED. IF DEFERED THE TRUSS PACKAGE NEEDS TO BE
 REVIEWED BY BUILDING INSPECTOR PRIOR TO INSTALLATION.
 EXCERT FROM DIGITAL PLAN REVIEW GUIDE:
 EACH PLAN PAGE SHALL BE SAVED AS A SEPARATE PDF FILE
 AND SHOULD BE IN LANDSCAPE FORMAT. CAD DRAWINGS SHALL
 BE SAVED INTO A PDF FILE FORMATTED IN SINGLE LAYER
 BLACK AND WHITE (MONOCHROME) SETTING.
  
 3. IS THIS A PRE-FABRICATED STRUCTURE? IF SO THE
 DOCUMENTS FOR THAT PORTION CAN GO INTO THE SUPPORTING
 DOCUMENT FOLDER WHILE ON-SITE CONSTRUCTION DRAWINGS
 SHOULD BE IN THE DRAWING FOLDER.
  
 4. THE PLANS CALL FOR A SPECIAL INSPECTOR. IS THAT
 INSPECTOR NEEDED FOR ON-SITE INSPECTIONS?
 IF SO CONTACT ME SO I CAN SEND YOU INFORMATION ON WHAT
 IS REQUIRED FOR SPECIAL INSPECTOR, OR INDICATE THAT THE
 SPECIAL INSPECTOR IS JUST FOR OFF-SITE PRE-FABRICATION.
  
 5. SHEET A202 HAS NO DRAWINGS IN IT. PLEASE ADD
 DRAWINGS OR REMOVE FROM SET. ARE THE FOUR IDF
 RENDERINGS SUPPOSED TO BE IN SHEET A202? THEY WOULD BE
 BETTER OFF IN A DRAWING SHEET AS JUST A JPG MAKES THE
 DRAWING SET HARDER TO PRINT OUT AS A COMPLETE FIELD
 SET. IF THOSE JPGS ARE BEING LOADED TO ATTACH TO A DWG
 THEY WILL NOT BE NEEDED ONCE PDF'S REPLACE THE DWG
 SHEETS. PLEASE REMOVE THE FOUR IDF RENDERINGS FROM
 DRAWINGS FOLDER OR PUT THEM IN SUPPORTING DOCS FOLDER.
  
 6. [FBC 107.3.5.3]PROVIDE SEDIMENT CONTROL PLAN TO KEEP
 CONSTRUCTION DEBRIS FROM ENTERING ADJACENT PROPERTIES
 AND STORM DRAINS DURING CONSTRUCTION. YOU CAN FIND
 ENGINEERING STANDARD DETAILS FROM WPB WEBSITE-POLLUTION
 CONTROL
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
  
 7. PROVIDE SURVEY TO SHOW NEW STRUCTURE ON THE NEWLY
 DIVIDED LOT.
  
 8. [FBC R401.3]PROVIDE SITE DRAINAGE PLAN.
 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 (152 MM) WITHIN THE
 FIRST 10 FEET (3048 MM).
 [FBC R403.1.7.3] FOUNDATION ELEVATION.
 ON GRADED SITES, THE TOP OF ANY EXTERIOR FOUNDATION
 SHALL EXTEND ABOVE THE ELEVATION OF THE STREET GUTTER
 AT POINT OF DISCHARGE OR THE INLET OF AN APPROVED
 DRAINAGE DEVICE A MINIMUM OF 12 INCHES (305 MM) PLUS 2
 PERCENT. ALTERNATE ELEVATIONS ARE PERMITTED SUBJECT TO
 THE APPROVAL OF THE BUILDING OFFICIAL, PROVIDED IT CAN
 BE DEMONSTRATED THAT REQUIRED DRAINAGE TO THE POINT OF
 DISCHARGE AND AWAY FROM THE STRUCTURE IS PROVIDED AT
 ALL LOCATIONS ON THE SITE.
  
 9. EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER
 PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF FALL
 WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL BE
 CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE.
 IMPERVIOUS SURFACES WITHIN 10 FEET (3048 MM) OF THE
 BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2
 PERCENT AWAY FROM THE BUILDING.
  
 10. [FBC R309.1]FLOOR SURFACE.
 GARAGE FLOOR SURFACES SHALL BE OF APPROVED
 NONCOMBUSTIBLE MATERIAL.
 THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR
 OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE
 MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN
 VEHICLE ENTRY DOORWAY.
 SHOW SLOPE OF GARAGE AS APPLICABLE.
  
 11. [FBC R302.5.1] OTHER OPENINGS BETWEEN THE GARAGE
 AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS
 NOT LESS THAN 1 3/8 INCHES (35 MM) IN THICKNESS, SOLID
 OR HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8
 INCHES (35 MM) THICK, OR 20-MINUTE FIRE-RATED DOORS. I
 CAN?T SEE CALL OUT ON THE DWG SHEET, BUT THIS WILL
 APPLY TO RE-SUBMITTAL.
  
 12. [R302.6]GARAGE CEILING TO HAVE TYPE NOT LESS THAT
 5/8? TYPE X OR EQUIVELANT DRYWALL WHEN HABITABLE SPACE
 IS PROVIDED ABOVE. SHOW IN PLANS.
  
 13. [FBC R807]IF ATTIC ACCESS IS PROVIDED, SHOW ON
 PLANS AND PROVIDE DETAIL TO MEET [FBC ENERGY R402.2.4].
  
 14. [FBC ENERGY TABLE R402.2.6]STEEL-FRAME CEILING,
 WALL AND FLOOR INSULATION (R-VALUE)
 USE THIS TABLE TO DETERMINE R-VALUES NEEDED FOR STEEL
 FRAMED CEILINGS, WALLS AND FLOORS.
  
 15. [FBC ENERGY R401.3]PROVIDE ENERGY PERFORMANCE LEVEL
 (ELP)DISPLAY CARD WITH THE ENEGRY CALCULATIONS TO SHOW
 ESTIMATED ENERGY PERFORMANCE LEVEL. THIS CARD IS TO BE
 SIGNED BY BUILDER AND AVAILABLE FOR INSPECTOR TO REVIEW
 FOR BUILDING FINAL.
  
 16. [FBC AMENDED 107.2.1.2]PROVIDE PRODUCT APPROVALS
 FOR ROOFING, OR INDICATE THAT YOU WOULD LIKE THEM
 DEFFERED (RIDGE VENT, SHINGLE AND UNDERLAYMENT)
  
 17. [FBC R803.2.3.1]SHEATHING FASTENING.
 SHOW HOW ROOF SHEATHING IS ATTACHED TO FRAMING IN ROOF
 ZONES 1,2 &3(CONNECTOR AND SPACING). TABLE R804.3 FOR
 COLD-FORMED STEEL ROOF FRAMING
  
 18. [FBC 1014]GUARDS AND HANDRAILS. [FBC 1607.8]LOADS
 ON HANDRAILS AND GUARDRAILS.
 PROVIDE HANDRAIL AND GUARDRAIL ENGINEERING, OR INDICATE
 THAT YOU WOULD LIKE IT DEFERRED.
  
 19. [FBC R318]INDICATE THE MEANS OF TERMITE PROTECTION
 PROPOSED AND REFERENCE SECTION R308 FOR STANDARDS.
  
 NOTE:
 -PLEASE PROVIDE COMMENT RESPONSE SHEET TO EXPLAIN HOW
 EACH COMMENT IS BEING ADDRESSED.
  
 -WHEN RESUBMITTING, PROVIDE TWO IDENTICAL COLLATED SETS
 OF DOCUMENTS FOR ISSUANCE. OLD SHEETS (BOTH SETS)
 SHOULD BE RETAINED IN THE PACKAGE; PLEASE DO NOT
 DISCARD ANY DOCUMENTS. THEY SHOULD BE BOUND TOGETHER
 SEPARATELY FROM THE TWO ISSUANCE SETS AND MARKED "VOID"
 OR "OLD SHEETS". PLEASE DO NOT STAMP THE PLANS VOID AS
 APPLICANTS ARE INADVERTENTLY STAMPING SHEETS THAT WE
 NEED "VOID", RENDERING THEM NOT USABLE.
  


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