BIN A-5 PERMIT 3150 - Laserfiche WebLink

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MIN NC REQUIRED 1.98 TONS 23760 BTU'S 792 CFM I I I I I I mnr-----------------------~ ~-----------------------~ ~~ C")..... ~~ I I I I I I I , I I I I I I I L..,...,___ _J I I I I I I I I I I runt------..-----------------i-~ ~----------.--------------J-j I I I I I I I I ,.. .J_ __ L.____ MEETING ROOM .......... gJ~ q~ ~--.j ~ ~aSaHANlEY 1,1 THE DUCT WORK I ALL FLEX RUNS AND DUCT RUNS COULD CHANGE DUE TO THE FRAMING OF THE OFFICES. THE DUCTS ARE NOT SHOWN FOR THIS REASON. ~ z ~ I- ~ C> z f= U) ~ I I II I II I II I II I II I :: ~: II I I . II II I II I II I II I II I II I II I I THE FIRST NUMBERS BY THE GRILL ARE THE SIZE OF THE VENT AND THE LAST NUMBER BY THE GRILL IS THE DUCT SIZE. 12 x6 PASS.THRU 12 x6 PASS-THRU 12x6x7 ~ - - - - - - - - - - - - - - - - - - - - --1 150CFM~ - - - - - - -- - - - - - - - - - - - - - i I I I I I I OFFICE #1 ..J ~ (.:l Z ~ ~ OFFICE #2 rx:, - - - - - - - - - - - - - - - -- - - - -- - -iE3l10x10x6 - - - - - - - - - - - - - - - - - - - - - - - -tSJ 100CFM r------------------ ~---------------- F=I 10x10x6 EI 100CFM ~ Z ~ I- ~ C> z ~ ~ 12x6 PASS-THRU - - __ 8x8x4 - - -- 50CFM OFFICE #3 THE EXISTING STEEL BUILDING HAS (2) 5TON NC UNITS THAT HAVE TRUNK LINES RUNNING TO THE FRONT OF THE BUilDING OVER THE AREA OF THE NEW OFFICES, THE NC CONTRACTOR WILL RUN FLEX DUCT FROM THE EXISTING TRUNK LINES TO THE NEW OFFICES, NC LAYOUT DESIGN SERVICES INC. 352-588-2342 POBOX 1325 SAN ANTONIO FLA. 33576 THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND THE DESIGNER FROM ALL CLAIMS LOSSES AND EXPENSES (INCLUDING ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE HELD LIABLE FOR THE COST OF THE REPAIRS OR DELAY TO THE JOB. THE CONTRACTOR NEEDS TO VERIFY ALL INFORMATION. ALL WORK SHALL COMPLY WITH PREVAILING CODES STANDARD BUILDING, PLUMBING, MECHANICAL,NEC. AND ALUMINUM. ALL OF THE PRODUCTS SPECIFIED ON ANY PAGE OF THIS PLAN MAY BE REPLACED WITH THOSE OF GREATER OR EQUAL VALUES. ALL CHANGES MUST BE VERIFIED WITH THE ENG. OF RECORD. ;I c:r f... ,.... EXISTING CEILING OF THE STEEL BUILDING <0 ,.... M ,.... o ..... I f.... 2 x 6 HANDRAI L o ~ OPEN ABOVE THE MEETING ROOM M (NO STORAGE) ~x6HANDRAIL < 2 x 4 RAIL '<: 2 x 6 RAIL <: 2 x 6 RAIL < 2x4 RAIL ~:::I:I:lIl:l:l:::l~:I:::I.:I.:r 2 X 12 FLOOR JOIST ~ M 2 x 12 FLOOR JOISTS STAIR SPECS. 15 RISERS AT 7.28" 14 TREADS AT 10" VITALITY BUILDING ZEPHYRHILLS PASCO COUNTY CEILING DRYWALL PAGE # 2 NAIL THE 4 X 4 POST FROM 3 SIDES WITH 16d NAILS (4) PER SIDE DRYWALL WALLS ~ T"" ,.... .' 00 ~ ,.... ,.... , Co HANDRAIL DETAIL RAILING CROSS SECTION D.W. SMITH ENGINEERING. FLORIDA # 53608 MECHANICAL & ARCHITECTURAL ENGINEERING 352-521-0865 OFFICE 352-521-0867 FAX. 9909 WALLASTON DRIVE DADE CITY .FLA. 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE. DAVID W SMITH PE# 53608 DATE: 5 / 3 / 04 SCALE: 1/4" = 1'-0"