| Date |
Text |
| 2015-03-13 16:26:03 | |
| | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15020476 |
| | ADD: 5851 45TH ST. |
| | CONT: WYNN BUILDERS |
| | TEL: (425)463-1473 |
| | E-MAIL: [email protected] |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION |
| | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
| | |
| | 2010 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: TUES. MARCH 10/ 2015 |
| | ACTION: DENIED |
| | |
| | 1) THIS BUILDING QUALIFIES FOR A RESIDENT INSPECTOR. |
| | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER |
| | INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE, |
| | OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED |
| | BY SECTION 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS |
| | OF RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER |
| | INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR |
| | QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED |
| | FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT |
| | BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING |
| | AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE. |
| | THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY |
| | AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES: |
| | |
| | 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II |
| | CONSTRUCTION |
| | 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS |
| | 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE |
| | STRENGTH (F ?C) IN EXCESS OF 3000 |
| | POUNDS PER SQUARE INCH |
| | 4. FOR PILE DRIVING |
| | 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE |
| | FOOT |
| | 6. FOR BUILDINGS MORE THAN 2 STORIES IN HEIGHT |
| | 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR |
| | METHODS OF CONSTRUCTION |
| | |
| | 1A) FOR THE RESIDENT 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] |
| | |
| | 1B) 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] |
| | |
| | 1C) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE |
| | REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, THE |
| | PERMIT LIBRARIAN WILL 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 RESIDENT INSPECTOR, THE OTHER FOR THE MEP |
| | INSPECTORS. |
| | |
| | 1D) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED |
| | TELEPHONE INSPECTION LINE (561)805-6700 FOR IN PROGRESS |
| | INSPECTIONS FOR AUDITING OF THE JOBSITE INSPECTIONS. |
| | |
| | 2) SHEET G101: HEADING DEFERRED SUBMITTALS LIST METAL |
| | BUILDING SYSTEM. THE DESIGNER OF RECORD HAS NOT |
| | INDICATED IF THIS IS TO INCLUDE ALL THE PRODUCT |
| | APPROVALS THAT DEAL WITH THE EXTERIOR ENVELOPE. MISSING |
| | PRODUCT APPROVALS ARE; |
| | 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41 |
| | 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 |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, METAL WALL SYSTEMS |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, METAL ROOF SYSTEMS |
| | (E) SHUTTERS |
| | (F) SKYLIGHTS |
| | (G) ROOF TOP CURBS FOR A/C OR EXHAUST FANS |
| | |
| | 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS |
| | SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE |
| | PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE |
| | TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO |
| | THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. |
| | DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR |
| | APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED |
| | DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST |
| | THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS |
| | FOR REVIEW BY THE BUILDING OFFICIAL. DOCUMENTS FOR |
| | DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE |
| | REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE |
| | WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING |
| | OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED |
| | SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE |
| | IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. |
| | THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED |
| | UNTIL THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN |
| | APPROVED BY THE BUILDING OFFICIAL. |
| | |
| | 3) SUPPORTING DOCUMENTS: ENGINEERING STRUCTURAL |
| | CALCULATIONS FOR DRY & WET EXPANSION. A DOCUMENT OF 44 |
| | PAGES. PLEASE COMPLY WITH 61G15-23.002(2) FL. ADMIN. |
| | CODE. A COVER SHEET OR INDEX SHEET FOR ENGINEERING |
| | SPECIFICATIONS AND OR CALCULATIONS MAY BE USED AND THAT |
| | SHEET MUST BE SIGNED IN RESPONSIBLE CHARGE OF THE |
| | PRODUCTION & PREPARATION OF EACH SECTION OF THE |
| | ENGINEERING SPECIFICATION WITH SUFFICIENT INFORMATION |
| | ON THE COVER SHEET OR INDEX. |
| | |
| | 4) SHEET S3.1 SHOWS THE EAST & WEST WALLS TO BE TILT |
| | WALL CONSTRUCTION TO A HEIGHT OF 15?-0?. SHEET S2.1 |
| | SHOWS VARIOUS DETAILS FOR THE EAST AND WEST WALLS, |
| | EXAMPLE SECTION 1 AS STEEL CONSTRUCTION TO THE FLOOR |
| | DECK WHERE AS SHEET S 3.1 SHOWS TILT WALL. |
| | |
| | 5) THE SAME ISSUE WITH SHEET S1.1 DETAIL # 5/ S2.2 |
| | SHOWS A FUTURE LOADING DOCK WITH STEEL COLUMN |
| | CONSTRUCTION WHERE AS THIS IS TILT WALL CONSTRUCTION. A |
| | LOT OF THESE DETAILS DO NOT REFLECT THE JOBSITE |
| | CONDITIONS FOR TILT WALL CONSTRUCTION AND HOW THE |
| | VERTICAL STEEL FRAMING MEMBERS WILL ATTACH WITH PURLINS |
| | AND GIRTS AND HOW THE STEEL SKIN WILL ATTACH TO THE |
| | TILT WALL OR OVER LAP THE TILT WALL. |
| | |
| | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, 107.2.4 EXTERIOR WALL ENVELOPE. |
| | CONSTRUCTION DOCUMENTS FOR ALL BUILDINGS SHALL DESCRIBE |
| | THE EXTERIOR WALL ENVELOPE IN SUFFICIENT DETAIL TO |
| | DETERMINE COMPLIANCE WITH THIS CODE. THE CONSTRUCTION |
| | DOCUMENTS SHALL PROVIDE DETAILS OF THE EXTERIOR WALL |
| | ENVELOPE AS REQUIRED, INCLUDING FLASHING, INTERSECTIONS |
| | WITH DISSIMILAR MATERIALS, CORNERS, END DETAILS, |
| | CONTROL JOINTS, INTERSECTIONS AT ROOF, EAVES OR |
| | PARAPETS, MEANS OF DRAINAGE, WATER-RESISTIVE MEMBRANE |
| | AND DETAILS AROUND OPENINGS. THE CONSTRUCTION DOCUMENTS |
| | SHALL INCLUDE MANUFACTURER?S |
| | INSTALLATION INSTRUCTIONS THAT PROVIDE SUPPORTING |
| | DOCUMENTATION THAT THE PROPOSED PENETRATION AND OPENING |
| | DETAILS DESCRIBED IN THE CONSTRUCTION DOCUMENTS |
| | MAINTAIN THE WEATHER RESISTANCE OF THE EXTERIOR WALL |
| | ENVELOPE. THE SUPPORTING DOCUMENTATION SHALL FULLY |
| | DESCRIBE THE EXTERIOR WALL SYSTEM WHICH WAS TESTED, |
| | WHERE APPLICABLE, AS WELL AS THE TEST PROCEDURE USED. |
| | |
| | 6) THERE ARE NO PLANS THAT PROPOSE THE HORIZONTAL |
| | SPACING OF THE GIRTS & PURLINS, NOR IS THERE AND PLAN |
| | INFORMATION AS TO THE TYPE OF WALL AND ROOF PANELS TO |
| | BE APPLIED TO THIS BUILDING. THE ENGINEERING SHEET #4 |
| | STATES THE PRESSURES DERIVED ARE FROM ASCE &-10 THE |
| | PRESSURES ARE EXTREMELY LOW OR THE DESIGNER OF RECORD |
| | IS USING EITHER AISI S210 OR AISI S100 FOR THE ROOF |
| | SYSTEM DESIGN AND EITHER AISI S211 OR AISI S100 FOR THE |
| | WALL SYSTEM DESIGN. THIS DESIGN PARAMETER IS EXTREMELY |
| | NARROW IN THE PRODUCT THAT CAN USE IT. |
| | |
| | THE EFFECTIVE WALL AND ROOF AREA FOR COMPONENTS AND |
| | CLADDING LOOKS LIKE THE SAME FORMULA WAS USED AS |
| | WHAT WOULD HAVE BEEN USED FOR THE MAIN WIND FORCE |
| | RESISTING SYSTEM. PLEASE REVIEW ASCE 7-10 TABLE 30.4-1 |
| | STEPS TO DETERMINE COMPONENTS & CLADDING WIND LOADS FOR |
| | ENCLOSED AND PARTIALLY ENCLOSED LOW-RISE BUILDINGS. |
| | THERE ARE GOING TO BE DIFFERENT PRESSURES FOR ZONES |
| | 1,2,3 4 & 5 ALSO DEPENDING ON THE TRIBUTARY AREA A DOOR |
| | OPENING OF 3X7=21 SQ FT. WHEN WE LOOK AT THE WALL AND |
| | ROOF PANELS DISTANCE BETWEEN PURLINS AND THE WIDTH OF |
| | THE PANEL WILL BE THE EFFECTIVE AREA. 2 FOOT WIDE PANEL |
| | AND PURLIN SPACING OF 3 FT WOULD END UP 6 SQ FT. OUR |
| | CHARTS THE LEAST OPENING WE LOOK AT IS 10 SQ FT. WE |
| | WILL NOT ONLY NEED THE PRODUCT APPROVALS BUT MAY |
| | REQUIRE THE ACTUAL ENGINEERING SHEETS OF WHEN THE WALL |
| | AND ROOF PANELS WERE TESTED AND TO WHAT STANDARD THEY |
| | WERE TESTED. |
| | |
| | 7) 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. |
| | THE EXAMINATION OF THE DOCUMENTS BY THE BUILDING |
| | OFFICIAL SHALL INCLUDE THE FOLLOWING MINIMUM CRITERIA |
| | AND DOCUMENTS: A FLOOR PLAN; SITE PLAN; FOUNDATION |
| | PLAN; FLOOR/ROOF FRAMING PLAN OR TRUSS LAYOUT; ALL |
| | FENESTRATION PENETRATIONS; FLASHING; AND ROUGH OPENING |
| | DIMENSIONS; AND ALL EXTERIOR ELEVATIONS: |
| | 107.3.5.1 COMMERCIAL BUILDINGS: |
| | 107.3.5.1.1 BUILDING |
| | |
| | 107.3.5.1.1 ( 8)STRUCTURAL REQUIREMENTS SHALL INCLUDE: |
| | SOIL CONDITIONS/ANALYSIS |
| | TERMITE PROTECTION |
| | DESIGN LOADS |
| | WIND REQUIREMENTS |
| | BUILDING ENVELOPE |
| | STRUCTURAL CALCULATIONS |
| | FOUNDATION |
| | ELEVATIONS, |
| | WALL SYSTEMS |
| | ROOF SYSTEMS |
| | |
| | 107.3.5.1.1 ( 9) MATERIALS SHALL BE REVIEWED AND SHALL |
| | AT A MINIMUM INCLUDE THE FOLLOWING: |
| | STEEL |
| | ALUMINUM |
| | CONCRETE |
| | PLASTIC |
| | MASONRY |
| | GYPSUM BOARD AND PLASTER |
| | ROOFING |
| | INSULATION |
| | |
| | 8) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT |
| | FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL |
| | PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND |
| | A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT |
| | APPLICATION. PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | 9) 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 WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: (561) 805-6715 |
| | FAX: (561)805-6676 |
| | E-MAIL: [email protected] |
| | DEVELOPMENT SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
| | |
| | |
