| Date |
Text |
| 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] |
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