2015-09-30 12:28:50 | BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 15090610 |
| ADD: 222 LAKEVIEW AVE. NEW PORT COCHERE AND DRIVEWAY |
| CONT: KAUFMAN LYNN CONSTRUCTION |
| TEL: (561)465-9496 / JAMES FOX |
| 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: WED. STEP. 30/2015 |
| ACTION: DENIED |
| |
| |
| 1) A THRESHOLD INSPECTOR WILL BE REQUIRED FOR THIS |
| PROJECT SINCE THERE ARE COMPONENTS OF THE PORT COCHERE |
| THAT ALSO SUPPORT THE HIGH RISE BUILDING. |
| |
| THRESHOLD BUILDING FL S. S. 553.71(7) ?THRESHOLD |
| BUILDING" MEANING ANY BUILDING WHICH IS GREATER THAN |
| (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH HAS AN |
| ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN THE |
| FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN |
| AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500 |
| PERSONS. |
| |
| 1A) 109.3.6.1 THRESHOLD INSPECTION PLAN. THE ENFORCING |
| AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) SPECIAL |
| INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A |
| THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION |
| PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL |
| INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING |
| AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR |
| THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE |
| OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE |
| SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT |
| THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE |
| WITH THE PERMITTED DOCUMENTS. |
| |
| 1B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B. |
| CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD |
| BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S |
| 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS |
| REQUIRED BY THIS CODE. THE THRESHOLD INSPECTION FORMS |
| ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH |
| INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND |
| REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE |
| PLACE. CONTACT KEN CONRAD MANAGER OF THE SPECIAL |
| INSPECTOR PROGRAM AT (561)805-6666 FOR FURTHER |
| INFORMATION BEFORE THE PERMIT MAY BE ISSUED. |
| |
| 1C) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B. |
| AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH |
| ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT |
| OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE |
| BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE |
| PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE |
| FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL |
| AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633 |
| FLORIDA STATUTE. |
| |
| 1D) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME' |
| OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE |
| RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS |
| SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE |
| WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED, |
| AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES |
| WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST |
| MEETING THE ABOVE CRITERIA. |
| CONTACT KEN CONRAD |
| TEL: 561-805-6666 |
| E-MAIL: [email protected] |
| |
| 1E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR |
| HISTORY FOR THIS TYPE OF CONSTRUCTION. THIS MAY BE |
| SUBMITTED TO KEN CONRAD BY E-MAIL. KEN CONRAD: |
| [email protected] |
| |
| 1F) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE |
| REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, |
| PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING |
| ISSUED, THE PERMIT LIBRARIAN WILL THEN E-MAIL YOU THE |
| APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR |
| PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN |
| COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE OTHER FOR |
| THE MEP INSPECTORS OTHER PLANS YOU WISH TO PRINT MAYBE |
| IN BLACK & WHITE.. |
| |
| 1G) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED |
| TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR ALL |
| BUILDING INSPECTIONS FOR AUDITING OF JOBSITE |
| INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6 |
| MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY. |
| |
| 2) HAS THERE BEEN A SOILS STUDY COMPLETED OR A SOILD |
| ENGINEER INVOLVED FOR THE SIZING OF THE HELICAL PILE |
| AND THE LOADS TO BE IMPOSED? FBC-B 1803.5.2 |
| QUESTIONABLE SOILS. |
| |
| 3) SHEET A103 SHOWS THE NEW CONSTRUCTION OF A PORT |
| COCHERE CUT SECTIONS 1 & 2 OF A302OF THE ROOF |
| FRAMING,THERE ARE NO DETAILS SHOWING AN ACCESSIBLE |
| ENTRANCE. NOTE # 8 ON SHEET A103 INDICATES THIS AREA IS |
| A VALET DROP OFF AREA. |
| |
| 3A)SHEET A103 NOTE # 8 INDICATES THIS PORT COCHERE HAS |
| A VALET DROP OFF AREA, PLEASE SHOW COMPLIANCE WITH 2014 |
| FBC-ACCESSIBILITY CODE |
| 503.1- 503.5. |
| |
| 3B) HERE IS NO FLOOR PLAN OF THIS AREA SHOWING THE |
| DROPPED ACCESSIBLE CURB AND THE ACCESSIBLE ROUTE TO |
| ENTER THE BUILDING FROM UNDER THE PORT COCHERE. PLEASE |
| SHOW COMPLIANCE WITH 2014 FBC-ACCESSIBLITY CODE 206.2.1 |
| SITE ARRIVAL POINTS. AT LEAST ONE ACCESSIBLE ROUTE |
| SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE |
| PARKING SPACES AND ACCESSIBLE PASSENGER LOADING ZONES; |
| PUBLIC STREETS AND SIDEWALKS; AND PUBLIC TRANSPORTATION |
| STOPS TO THE ACCESSIBLE BUILDING OR FACILITY ENTRANCE |
| THEY SERVE. |
| |
| 3C) WITH THE NEW PORTCO THERE IS NO PLANS PROVIDING |
| CHANGE IN GRADE FOR THE DROP OFF AREA TO THE INTERIOR |
| FINISH FLOOR AND COMPLIANCE WITH 2014 FBC-ACCESSIBILITY |
| CODE 402.2 COMPONENTS. ACCESSIBLE ROUTES SHALL CONSIST |
| OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALKING |
| SURFACES WITH A RUNNING SLOPE NOT STEEPER THAN 1:20, |
| DOORWAYS, RAMPS, CURB RAMPS EXCLUDING THE FLARED SIDES, |
| ELEVATORS, AND PLATFORM LIFTS. ALL COMPONENTS OF AN |
| ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE |
| REQUIREMENTS OF CHAPTER 4 AND 208.3.1. SHEET S.1 HAS A |
| 4 STEP RISER ON GRADE BUT THERE IS NO SECTION SHOWING |
| WHERE THIS STAIR IS TO BE CAST IN PLACE? 107.2.1.3 |
| ADDITIONAL INFORMATION IS REQUIRED. |
| |
| 3D) A THOROUGH REVIEW OF THE ACCESSIBILITY COMPONENTS |
| CANNOT BE MADE AT THIS TIME, AS A RESULT OF THE |
| ADDITIONAL INFORMATION REQUESTED ADDITIONAL COMMENTS |
| MAY APPEAR THAT WERE NOT PART OF THIS REVIEW. |
| |
| 4) SHEET S-1: |
| |
| 4A) THE SIZE OF THE FOUNDATION PILE CAPS CAN NOT BE |
| DETERMINED. THE DIMENSIONED SIDE THE LENGTH IS 15 FT. |
| ON THE SHORT SIDE THE PLANS SHOW EQUAL DISTANCE. THE |
| PLANS INDICATE THEY ARE EXISITNG GRADE BEAMS. IF |
| EXISITNG HOW ARE THE HELICAL PILE TO BE PLACED 2'-3 " |
| WITHIN THE EXISTING PILE CAP? |
| DISCREPANCY IN PLANS, ADDITIONAL INFORMATION IS |
| REQUIRED. 107.2.1.3. |
| |
| 4B) THE NEW C-1 COLUMNS DO NOT PROVIDE THE SIZE OF THE |
| COLUMN, THE STRENGTH OF THE CONCRETE, RE-BAR SIZE NOR |
| THE AMOUNT OF REBARSONLY WHAT IS DEPICTED. THE SIZE OF |
| HOOPS ARE NOT PROVIDED NOR WHAT SIZE REBAR THE HOOPS |
| ARE TO BE MADE OF NOR HOW CLOSE TOGETHER THE HOOPS ARE |
| TO BE SPACED. |
| AGAIN THERE IS INSEFFECIENT INFORMATION TO DO A REVIEW. |
| 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| |
| 4C) WHERE THE 4 COLUMNS ARE BEING REMOVED AND THE NEW |
| COLUMNS BEING POURED BACK IN PLACE SHEET AD101 SHOWS 4 |
| DOUBLE COLUMNS BEING REMOVED, WILL ANY OF THE EXISTING |
| COLUMN STEEL FROM THE TOP OF THE COLUMN BE REUSED FOR |
| THE TIEING IN OF THE NEW VERTICAL REBAR? OR WILL ALL |
| NEW STEEL BE DOWELED INTO THE EXISTING BEAM? THE FOUR |
| NEW COLUMNS WILL HAVE ACCENTRIC LOADING AND HOW WILL |
| THESE LOADS BE CARRIED INTO THE EXISTING BEAM AND |
| EXISITNG PILE CAP? |
| |
| 4E) ADDITIONAL INFORMATION IS REQUIRED. SHEET S2 DETAIL |
| # 4. THE VIEW OF THE SIDE OF THE COLUMN SHOWS 4 BOLTS, |
| THE PLANS INDICATE THERE IS TO BE 20 1 3/8 INCH A449 |
| FASTENERS IN 4 ROWS, OR 5 FASTENERS PER ROW. WITHOUT |
| THE COLUMN SIZE, PLACEMENT OF REBAR IS UNKNOWN ON WHAT |
| CENTERS ARE THESE FASTENERS, UNKNOWN. THERE IS NO WAY |
| OF COMPLIANCE WITH ACI 315-99. |
| |
| 4F) A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A |
| RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| THIS REVIEW. |
| |
| 5) THE A1-302 SHEET DETAIL # 3 INDICATES THE USE OF |
| TRANSLUCENT HORIZONTAL GLAZING COVER, PLEASE SHOW HOW |
| THE GLAZING IS TO BE ANCHORED, TYPE OF GLAZING |
| THICKNESS OF GLAZING AND COMPLIANCE WITH 2014 FBC-B |
| 2405.2 ALLOWABLE GLAZING MATERIALS AND LIMITATIONS FOR |
| SLOPED GLAZING. |
| |
| 6) 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. |
| |
| A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A |
| RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| THIS REVIEW. |
| |
| JAMES A. WITMER CBO |
| SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| TEL: 561-805-6715 |
| FAX: 561-805-6676 |
| E-MAIL: [email protected] |
| |
| |
| |
| |
| |