| Date |
Text |
| 2015-05-15 14:19:45 | |
| | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15041142 |
| | ADD: 705 N. OLIVE AVE. |
| | CONT: TBD |
| | TEL: ( 561)805-6715 |
| | E-MAIL: |
| | |
| | 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: FRI. MAY 15/ 2015 |
| | ACTION: DENIED |
| | |
| | 1) DISCREPANCY IN ADDRESSING OF THE PROPERTY. THE |
| | PERMIT APPLICATION INDICATES THE ADDRESS TO BE 705 N. |
| | OLIVE AVE. PERMIT: 14030096 IS A 8 LEVEL BUILDING, |
| | LOFTIN PLACE. THE PLANS SUBMITTED SHOW THE PROPERTY IN |
| | QUESTION ON THE CORNER OF EUCALYPTUS ST. AND N. DIXIE |
| | HWY. THE PROPERTY APPRAISER HAS THIS PROPERTY'S ADDRESS |
| | AS |
| | 375 EUCALYPTUS ST. THE 3RD PHASE OF THE OVER-ALL |
| | PROJECT. |
| | |
| | 2) SHEET A.0 TEMPORARY LEASING OFFICE DOES NOT SHOW |
| | WHERE THE PROPERTY LINE IS LOCATED, IT CAN NOT BE |
| | DETERMINED IF THE FRONT ENTRY DOOR CROSSES OVER THE |
| | PROPERTY LINE. PLEASE SHOW COMPLIANCE WITH 2010 FBC-B |
| | 3202.2 ENCROACHMENTS ABOVE GRADE AND BELOW 8 FEET IN |
| | HEIGHT. DOORS AND WINDOWS SHALL NOT OPEN OR PROJECT |
| | INTO THE PUBLIC RIGHT-OF-WAY. |
| | |
| | 3) SHEET A.0 INDICATES TO THE EAST A CLEAR DRIVEWAY OF |
| | 20 FT. PLEASE BE AWARE THE CONSTRUCTION TRAILERS ARE |
| | JUST TO THE EAST OF THE DRIVEWAY. ONE OF THE CONDITIONS |
| | THAT THE FIRE DEPARTMENT PUT ON THE PLACEMENT OF THE |
| | CONSTRUCTION TRAILERS WAS COMPLIANCE WITH NFPA 251 WITH |
| | 60 FEET OF EXPOSED SIDE O FTHE TRAILER THEY WOULD BE |
| | REQUIRED TO BE 50 FEET AWAY FROM BUILDINGS. AN |
| | AGREEMENT WAAS MET THAT KAST COULD LEAVE THEIR |
| | CONSTRUCTION TRAILER WHERE IT WAS IF THE BUILDING TO |
| | THE WEST WAS LEFT UNOCCUPIED. NOW IT WOULD APPEAR THAT |
| | EITHER THE BUILDING REMAIN UNOCCUPIED OR KAST |
| | CONSTRUCTION TRAILER BE MOVED EAST TO COMPLY WITH NFPA |
| | 251. |
| | |
| | 4) SHEETS A1 & A2 BOTH SHOW THE EXISTING WINDOWS TO BE |
| | BLOCKED IN, THERE IS NO INFORMATION AS TO HOW THE NEW |
| | INFILL WILL BE TIED TO THE EXISTING BLOCKWORK. |
| | 2010 FBC-B 2104.1.3 INSTALLATION OF WALL TIES. WALL |
| | TIES SHALL BE INSTALLED IN ACCORDANCE WITH TMS 602/ACI |
| | 530.1/ASCE 6. |
| | |
| | 5) BOTH SHEETS A1 & A2 BOTH INDICATE A NEW WIDER FRONT |
| | ENTRY DOOR PLEASE PROVIDE THE WIND DESIGN CRETERIA; |
| | WIND DESIGN CRITERIA |
| | 2010 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN- |
| | CHAPTER 6 OF ASCE 7-10. |
| | 1609.3 BASIC WIND SPEED FIGURE 1609.A-C |
| | 1609.3 WIND SPEED CONVERSION |
| | |
| | 5.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.3.1 & ASCE 7-10 |
| | |
| | 5.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10. |
| | |
| | 5.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.4 & ASCE 7-10 |
| | |
| | 5.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, * |
| | SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10. |
| | |
| | 5.5) COMPONENTS & CLADDING PRESSURES POSITIVE & |
| | NEGATIVE TABLE 1609.2(2) . |
| | |
| | 6) COMPONENTS & CLADDING 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) WINDOW |
| | (C) MULLION |
| | 7) 2010 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) NOTES FROM THE COVERSHEET INDICATE THE EXISITNG DOOR |
| | OPENING FOUND ON SHEET A1 WILL BE WIDENED FOR A NEW |
| | STOREFRONT DOOR AND SIDELITE. THE PLANS SHEET A3 DOOR |
| | SCHEDULE INDICATE THE DOOR TO BE A 3'-0"X 7'-0" WITH A |
| | 2'-0" SIDELITE. THE PLANS DO NOT PROVIDE THE REQUIRED |
| | WIDTH FOR THE ROUGH OPENING, NOR DO WE KNOW IF THE DOOR |
| | AND SIDELIGHT ARE TO BE MANUFACTERED A SINGLE UNIT OR |
| | IF THEY ARE GOING TO BE (2) INDEPENT UNITS REQUIRING A |
| | MULLOIN. 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 9) SHEET A1 THE FRONT ENTRY DOES HAVE A NOTE THAT THE |
| | NEW STOREFRONT ENTRY TO HAVE FILED CELL WITH #5 REBAR |
| | IN CELLS. THE PLANS ARE DEFICIENT IN HOW THE REBAR ARE |
| | TO CONNENT WITH THE FOOTING AND CONCRETE BEAM ABOVE TO |
| | FORM PART OF THE MWFRS MAIN WIND FORCE RESISTING |
| | SYSSTEM. |
| | |
| | 10) SHEET A2 THE WEST ELEVATION SHOWS THE NEW PROPOSED |
| | ENTRY DOORWAY. SHEET A3 FOR THE FRONT ENTRY DOOR, DOOR |
| | # 1 AS A 3'-0"X 7'-0" DOOR WHERE AS IN THE ELEVATION IT |
| | IS DRARN AS A 8'-0" HIGH DOOR, PLEASE INDICATE IS THERE |
| | TO BE A NEW BEAM TO HOLD THE BLOCK IN PLACE OR WILL A |
| | LINTEL BE USED IN THIS APPLICATION? AGAIN ADDITIONAL |
| | INFORMATION IS REQUIRED. 107.2.1.3. 1609.1.4 MWFRS. |
| | |
| | 11) SHEET A2 INDICATES A VERTICAL A/C CLOSET WITH A |
| | DOOR LABELED # 2 FOR ACCESS TO THE UNIT. SHEET A3 THE |
| | DOOR SCHEDULE DOOR # 2 IS A HOLLOW METAL DOOR WHERE AS |
| | WHEN YOU LOOK AT SHEET M1 THIS DOOR IS A LOUVERED DOOR. |
| | DISCREPANCY IN PLANS. 107.2.1.3 PLEASE NOTE THIS UNIT |
| | BEING A PLENUM RETURN, THERE CAN BE NO COMBUSTIBLES IN |
| | THE PLENUM, IF A LOUVERED DOOR IS TO BE USED IT MUST BE |
| | METAL. SEE 2010 FBC-M 602.2.1. MATERIALS WITHIN |
| | PLENUMS. |
| | |
| | 12) SHEET A2.1 SHOWS THE USE OF DROPPED CEILINGS AND |
| | SOFFITS BUT THERE IS NO ATTACHMENT NOR FRAMING DESIGN |
| | PROVIDED, TYPE OF FRAMING, SPACING OF FRAMING, |
| | ALLOWABLE SPANS FOR THE FRAMING MEMBERS, IF SSTIFF |
| | BACKS ARE REQUIRED, NOR THE ALLOWABLE DEFLECTION AS |
| | WELL AS THE THICKNESS OF THE FINISHING MATERIALS. 2010 |
| | FBC-B TABLE 2508.1. STEEL FRAMING FOR GYPSUM BOARD. |
| | |
| | 13) 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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