| Date |
Text |
| 2016-10-25 14:35:00 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16080942 |
| | ADD: 1551 N. FLAGLER DR. SUITE # CU01 |
| | CONT: BUTLER CONSTRUCTION CO. |
| | TEL: 561-832-9700 |
| | 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. |
| | |
| | 2ND REVIEW |
| | DATE: TUES. OCT. 25/2016 |
| | ACTION: DENIED |
| | |
| | 1) SHEET 002_LS-ALS1.0: |
| | 1A) COMPLIED. |
| | |
| | 1B) THE SUBMITTED SURVEY IS DATED 08/08/2002 DOES NOT |
| | REFLECT THE CURRENT BUILDING CONFIGURATION ON THE LOT. |
| | THE SURVEY SHOWS A SALES TRAILER, PARKING LOT AND CHAIN |
| | LINK FENCE SURROUNDING THE PROPERTY. THE SURVEY IS NOT |
| | SIGNED NOR SEALED BY A FLORIDA LICENSED SURVEYOR. |
| | THE SECOND ISSUE IS THE REQUEST FOR A CURRENT ELEVATION |
| | CERTIFICATE. THE FORM SUBMITTED IS THE STANDARD FLOOD |
| | HAZARD DETERMINATION FORM (SFHDF). THE CURRENT |
| | ELEVATION FORM (FORM OMB NO. 1660-0008/ EXPIRATION |
| | DATE: NOV. 30/ 2018) IS 6 PAGES IN LENGTH. |
| | |
| | 1ST ROUND COMMENTS. PLEASE PROVIDE A SURVEY OF THE |
| | PROPERTY WITH THE FLOOD ZONE DELINEATION LINES SHOWN. |
| | THE PROPERTY APPRAISERS WEB SITE SHOWS THEA5 FLOOD |
| | DELINEATION LINE CUTTING THROUGH THE BUILDING. THE |
| | CITIES FLOOD MAPS SHOW THE DELINEATION LINE DEFINITELY |
| | ON THE PROPERTY. IF THE SURVEY SHOWS ANY OF THE |
| | BUILDING BEING LOCATED IN THE A5 FLOOD ZONE THEN FLOOD |
| | ELEVATION CERTIFICATES WILL BE REQUIRED. |
| | |
| | FBC BUILDING 1612 AND CITY OF WPB CODE OF ORDINANCES |
| | SECTION 94-546. STRUCTURE IS LOCATED IN AN "A" FLOOD |
| | ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED. |
| | PLEASE REVIEW CITY ORDINANCE FOR THE CITY REQUIREMENTS |
| | REQUIRE AN ADDITIONAL 6 INCHES OF ELEVATION |
| | (FREEBOARD). |
| | |
| | THE RESPONSE INDICATES THE EXISTING FLOOR IS AT AN |
| | ELEVATION OF 8 FEET. NEW AREAS OF THE PROPOSED SLAB TO |
| | BE FINISHED AT THE SAME LEVEL, SHEET 003_A1.01. NOR |
| | 014_S-2 SHOW IF THE 8 FEET IS VERTICAL DATUM OF NGVD |
| | 1929 OR NAVD 1988. 3 FLOOD ELEVATION CERTIFICATES WILL |
| | BE REQUIRED. |
| | |
| | DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE |
| | REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES |
| | REQUIRED: |
| | (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE |
| | PLAN REVIEW DOCUMENTS WITH THE PROPOSED |
| | FINISH FLOOR HEIGHT. |
| | (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND |
| | ELEVATION CERTIFICATE IS REQUIRED |
| | (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY |
| | OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD |
| | ZONE CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL |
| | EXTERIOR ATTENDANTS A/C PADS OR OTHER SLABS FOR |
| | GENERATORS |
| | FEMA NEW FORM AVAILABLE JUNE 13/2016. |
| | OMB NO. 1660-0008 |
| | EXPIRATION DATE: NOV. 30/2018 |
| | HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM |
| | |
| | 2) SHEET S1 & S2 SHOW THERE IS STRUCTURAL WORK INVOLVED |
| | AND THIS IS A HIGH-RISE BUILDING MEETING THE DEFINITION |
| | FOR A THRESHOLD 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. |
| | |
| | 2A) 2ND REQUEST. 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. |
| | |
| | 2B)2ND REQUEST. 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. |
| | |
| | 2C)2ND REQUEST. 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. |
| | |
| | 2D) 2ND REQUEST. UNTIL FORMS ARE FILLED OUT 100% |
| | SUBMITTED FOR REVIEW AND APPROVAL THIS COMMENT STANDS. |
| | 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. |
| | |
| | 2E) 2ND REQUEST. THE CONTRACTOR WILL PRODUCE A JOB |
| | SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION. |
| | |
| | 2F)INFORMATIONAL. 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.. |
| | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD |
| | BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS |
| | CONCERNING SPECIAL INSPECTORS. |
| | |
| | 2G) 2ND REQUEST. 110.3.7.4.3 ALL SHORING AND RESHORING |
| | PROCEDURES, PLANS AND DETAILS SHALL BE SUBMITTED TO THE |
| | ENFORCEMENT AGENCY FOR RECORDKEEPING. EACH SHORING AND |
| | RESHORING INSTALLATION SHALL BE SUPERVISED, INSPECTED |
| | AND CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING |
| | DOCUMENTS BY THE CONTRACTOR. |
| | |
| | 2H) INFORMATIONAL. PLEASE CALL THE CITY OF WEST PALM |
| | BEACHS 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. |
| | |
| | 2I) INFORMATIONAL. 109.3.6 THRESHOLD BUILDINGS, |
| | OPERATING GUIDELINES FOR THRESHOLD INSPECTORS #26. |
| | ASSURE THAT THE DESIGNER HAS REQUIRED ON THE PLANS OR |
| | SPECIFICATIONS ONE MATERIAL, APPROVED FOR FIRE STOPPING |
| | PENETRATIONS, FOR WALLS AND CEILINGS. |
| | |
| | 3A) 2ND REQUEST . SHEET 013_S-1 DETAILS 1&2 SHOW THE |
| | NEW CONCRETE COLUMNS AND BEAM. THE DETAIL ALSO SHOWS A |
| | NEW L* X 4 ? INCH ANGLE THAT BOLTS INTO THE POST |
| | TENSIONED SLAB AND NEW BEAM. THE QUESTION IS DOES THE |
| | STEEL (REBAR) IN THE COLUMNS AND BEAM CONTINUE OR IS IT |
| | CUT OFF WHERE THE CONCRETE IS CUT, HOW IS LAP |
| | DEVELOPED? ACI 318 2.7 DEVELOPMENT AND SPLICES OF |
| | REINFORCING. |
| | 1ST ROUND OF COMMENTS. THERE ARE ONLY 2 STRUCTURAL |
| | SHEETS, 013_S-1 & 014_S-2. PLEASE NOTE THERE ARE NO |
| | DEMOLITION SHEETS SHOWING WHAT STRUCTURAL MEMBERS ARE |
| | BEING REMOVED NOR HOW WHEN REMOVING THE STRUCTURAL |
| | BEAM, HOW TO HANDLE THE EXISTING BEAM STEEL, IS IT TO |
| | BE CUT, IS IT TO BE SAVED FOR THE PROPER LAPS REQUIRED |
| | FOR THE BEAM? ACI 318 2.7 DEVELOPMENT AND SPLICES OF |
| | REINFORCING. |
| | |
| | 3B) COMPLIED. |
| | |
| | 4) COMPLIED. SHEET 013_S-1 UNDER THE WIND DESIGN |
| | CRITERIA THE PLANS LIST THIS AS AN C EXPOSURE, YOU CAN |
| | SHOOT A VECTOR OUT TO THE NNE OVER WATER FOR 5,822 FEET |
| | BEFORE HITTING LAND AND A VECTOR TO THE SSE FOR 6,363 |
| | FEET OVER WATER UNTIL YOU HIT LAND. THIS QUALIFIES THE |
| | EXPOSURE TO BE CONSIDERED AN D EXPOSURE. SEE THE 2014 |
| | FBC-B 1609.4.2 EXPOSURE D. EXPOSURE D SHALL APPLY WHERE |
| | THE GROUND SURFACE ROUGHNESS, AS DEFINED BY SURFACE |
| | ROUGHNESS D, PREVAILS IN THE UPWIND DIRECTION FOR A |
| | DISTANCE OF AT LEAST 5,000 FEET (1524 M) OR 20 TIMES |
| | THE HEIGHT OF THE BUILDING, WHICHEVER IS GREATER. |
| | |
| | 5) 2ND REQUEST. THE QH(ULT)= 68.1 |
| | QH(ALL.)= 40.9 |
| | PLEASE NOTE THE MEAN ROOF HEIGHT IS NOT GIVEN NOR AT |
| | WHAT SQUARE FOOTAGE THESE PRESSURES ARE TAKEN. PLEASE |
| | PROVIDE THE SQ. FT. AND HEIGHT OF THE BUILDING THESE |
| | PRESSURES ARE FOR. PRESSURES TAKEN AT 15 FT/ FOR 10 SQ. |
| | FT. EXPOSURE D -49.92 VASD /NEGATIVE PRESSURE FOR 100 |
| | SQ. FT. @15 FT. ELE. EXPOSURE D ARE -43.04 VASD. PLEASE |
| | NOTE THE NEGATIVE PRESSURES ARE SUPPOSED TO BE TAKEN |
| | FROM THE ROOF LINE(QH), THE POSITIVE PRESSURES THE |
| | HEIGHT ABOVE GRADE TO THE OPENING (QZ). PLEASE PROVIDE |
| | IN A TABLE FORM IN VASD FOR 10, 20, 50 & 100 SQ. FT. |
| | PLEASE EXPLAIN HOW THESE PRESSURES WERE DERIVED. |
| | |
| | 1ST ROUND OF COMMENTS. PLEASE PROVIDE THE PRESSURES IN |
| | VASD SINCE THE PRODUCT APPROVALS ARE IN VASD. PLEASE |
| | NOTE THE ADJUSTMENT FACTORS TABLE 1609.7.2 FOR HEIGHT |
| | AND EXPOSURE. PRESSURES ARE TO BE TAKEN FROM ASCE 7-10 |
| | SINCE THE BUILDING IS ABOVE 60 FEET IN HEIGHT. |
| | |
| | 6A) DEFERRED SUBMITTAL. 2014 FBC-B 1609.1.2 PROTECTION |
| | OF OPENINGS, 1609.6.4.4.1 COMPONENTS & CLADDING. |
| | FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. |
| | 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION |
| | SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS: |
| | (31)(A) EXTERIOR DOORS. |
| | (B) WINDOWS/ MULLIONS |
| | (C) PANEL WALLS: STOREFRONTS, |
| | |
| | 6B)DEFERRED SUBMITTAL. AT CONTRACTORS OWN RISK!!! NANA |
| | WALL SYSTEM (DOOR) ARE REQUIRED TO BE TESTED FOR WATER |
| | INFILTRATION SEE FBC-B 1710.5.1.1 EXCEPTION # 2. |
| | |
| | 6C) COMPLIED. |
| | |
| | 7) DEFERRED SUBMITTALS. FBC 107.3.4.1 PRODUCT |
| | APPROVALS. THOSE PRODUCTS WHICH ARE REGULATED BY THE |
| | DCA RULE 9N-03 SHALL BE REVIEWED AND APPROVED IN |
| | WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL |
| | FOR JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE |
| | ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING |
| | ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC.. |
| | |
| | 8) COMPLIED. |
| | |
| | 9) 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. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
