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Xl <br />2'-S" <br />�W-A ":1-1:011y, <br />L4x4x5/l6x6 1/20 <br />BACK TO BACK, <br />W/ (2) r ALL THREAD <br />& EPDXY ANCHORS, <br />frEMBED <br />r- 1 1/4' <br />�4'� 1 1/4" <br />6 1/2" <br />4j= <br />3'-0" SQUARE <br />('l _�� SECTION AT ENTRY CANOPY <br />��2 1/2"m V-0" <br />FRAMING AT NORTH CANOPY <br />1/2" = V-0" <br />STANDING SEAM META <br />3140 CDX PLYWOOD <br />ot T.O. COLUMN <br />-- "-F ELI V-00 <br />PRE-ENGINEERED / PRI <br />LIGHT GAUGE TRUSS, 1 <br />#5 REBAR IN GROUTED <br />KNOCKOUTBLOCK <br />STUCCO FINISH, TYP. <br />8"CONCRETE MASONR <br />— W/ #2 TIES AT 8" O.C. <br />120 <br />120 1:1 <br />GROUT CELLS SOLID <br />olb EXIST FLOOR SU <br />41 EL 0'-T <br />(1) #6 REBAR <br />(4) #5 REBAR <br />EA WAY BOTTOM <br />SECTION AT ENTRY CANOPY <br />��2 1/2"m V-0" <br />STANDING SEAM METAL ROOF <br />3/4' CDX PLYWOOD ---' <br />PRE-ENGINEERED / <br />PREFABRICATED LIGHT GAUGE <br />STEEL TRUSS, TYP. <br />W 8 x 18 BEAM <br />W1 4 x 4 x 5/16 x 6 1/2" <br />33 <br />vvl tz) 4 Pu_L I nm=mu a <br />EPDXY ANCHORS, 60 EMBED <br />4' 1 1/40 <br />AT BEAM ANCHOR LOCATION, <br />GROUT CELL SOLID W/ (1) #5 REBAR <br />AT (2) ADJACENT CELLS <br />DUT COLUMN <br />.LS SOLID <br />#5 VERT <br />#5 REBAR <br />WAY BOTTOM <br />11/40 <br />SECTION AT ENTRY CANOPY <br />1/2' = V-0" <br />T.O. FRAMING <br />EL tf4w (+/-) <br />314" THK CDX PLYWOOD <br />PRE-ENGINEERED / <br />PREFABRICATED LIGHT <br />GAUGE STEEL BOX TRUSS <br />EXISTING WOOD FRAMING TO <br />REMAIN <br />T.O. EXIST MASONRY <br />EL iop4r (+/-) <br />EXISTING MASONRY <br />STANDING SEAM N <br />PRE-ENGINEERED <br />PREFABRICATED L <br />TRUSS, SEE FRAMI <br />3/4"CDX PLYWOOC <br />PLASTER SOFFIT <br />('6_"'� FRAMING AT SOUTH CANOPY FRAMING ABOVE ROOM #109 (_8'� FRAMING ABOVE ROOM #109 <br />�M.2) 1/2"= V-0" <br />A8.2 ) 1/2' = l-V ��.2) 1/2" = l'-Ow <br />4'� SECTION AT ENTRY CANOPY <br />��2 112" = V-0" <br />SECTION AT TOWER ROOF <br />1/2' = l'-O* <br />STANDING SEAM META] <br />ROOF <br />3140 CDX PLYWOOD <br />6*x5m BOX GUTTER AS P <br />NRCA DETAIL: A-MTL-2 <br />EXIST. CANTILEVER TO <br />BE USED FOR NEW ROC <br />3wx3WO, 14 GA STEEL C <br />W/ (2) 31W DIA ALL THRE <br />RODS SET W/ SIMPSON <br />STRONG TIE "SET" <br />EPDXY IN HOLLOW <br />CELL SCREEN TUBES <br />PRE-ENGINEERED / <br />PREFABRICATED LIGHT <br />STEEL MANSARD TRUS! <br />PLASTER CEILING, TYP. <br />12 12 <br />r_z <br />21 <br />9`41 <br />VERIFY <br />2@ <br />SECTION AT CANOPY <br />(4A <br />��2 1/2"= V-0" <br />FRAMING AT TOWER ROOF <br />1/2"= V-0" <br />101-80 <br />EXISTING <br />(VERIFY) <br />&NNh <br />PRE-ENGINEERED <br />PREFABRICATED LIGHT <br />GAUGE STEEL TRUSS <br />ANCHOR ON EXISTING <br />MASONRY, TYP. <br />LIGHT GAUGE STEEL FRAMING AND SHOP DRAWINGS <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE <br />STRUCTURAL ANALYSIS AND DESIGN OF ALL LIGHT <br />GAUGE COLD FORMED FRAMING USED ON THIS <br />PROJECT. THE INFORMATION CONTAINED IN THESE <br />DRAWINGS IS TO BE CONSIDERED PERFORMANCE <br />SPECIFICATION INFORMATION. ALL LIGHT GAGE STEEL <br />STRUCTURAL FRAMING MEMBERS SHALL BE <br />GALVANIZED (G6O MIN) AND SHALL BE FORMED FROM <br />STEEL MEETING THE REQUIREMENTS OF A.S.T.M. A-446, <br />GRADE 'D' (16 GAUGE AND THICKER MATERIAL WITH A <br />MINIMUM YIELD STRENGTH OF 50 KSI). <br />1 THE DESIGN SHALL BE PREPARED BY A <br />DELEGATED "SPECIALTY" STRUCTURAL <br />ENGINEER, WHO SHALL HOLD CURRENT VALID <br />REGISTRATION IN THE STATE OF FLORIDA AS A <br />PROFESSIONAL ENGINEER. THE SPECIALTY <br />ENGINEER SHALL BE THE ENGINEER OF RECORD <br />FOR THAT PART (THOSE ELEMENTS) OF THE <br />STRUCTURE OF WHICH HE DESIGNS. <br />2. THE DESIGN CRITERIA FOR LATERAL LOADS <br />SHALL BE ASCE 7-10, VuLT = 148 MPH, VAw = 115 <br />MPH WIND VELOCITY. <br />3. THE DESIGN BUILDING CODE SHALL BE THE 2010 <br />EDITION OF THE FLORIDA BUILDING CODE. <br />4. MAXIMUM LIVEIWIND LOAD DEFLECTION SHALL BE <br />SPAN/360. <br />5. SUBMIT TO THE ARCHITECT COMPLETE <br />DESIGN/SHOP DRAWINGS FOR ALL LIGHT GAUGE <br />COLD FORMED STEEL FRAMING TO BE USED ON <br />THIS PROJECT. DESIGN/SHOP DRAWINGS <br />SHALL PROVIDE COMPLETE INFORMATION ON <br />STUDS, TACK, JOISTS, BRIDGING, BRACING, <br />STRAPS, CONNECTIONS, ETC., NECESSARY TO <br />ASSEMBLE THE COMPONENTS INTO A SYSTEM <br />HAVING APPROPRIATE STRUCTURAL INTEGRITY. <br />ALL MEMBERS SHALL BE SPECIFIED IN THE <br />SUBMITTAL, WHICH SHALL INCLUDE, <br />MANUFACTURER AND REQUIRED STRUCTURAL <br />SECTION PROPERTIES. DETAILS OF ALL <br />CONNECTIONS SHALL BE INCLUDED. ALL <br />CONNECTIONS BETWEEN LIGHT GAUGE FORMED <br />STRUCTURAL MEMBERS SHALL BE MADE BY <br />WELDING, UNLESS OTHERWISE NOTED. <br />SUBMITTAL SHALL INCLUDE COMPLETE DESIGN <br />CALCULATIONS. BOTH DESIGN/SHOP DRAWINGS <br />AND SPECIALTY ENGINEERING CALCULATION <br />PACKAGE WHICH SHALL BEAR THE SIGNATURE <br />AND SEAL OF DELEGATE "SPECIALTY" <br />STRUCTURAL ENGINEER WHO WAS IN <br />RESPONSIBLE CHARGE OF THE DESIGN OF THE <br />LIGHT GAUGE STEEL FRAMING COMPONENTS AND <br />SYSTEM. <br />(NOTE: THE SPECIALITY ENGINEER MAY, AFTER <br />RECEIVING APPROVAL FROM THE ARCHITECT AND <br />STRUCTURAL ENGINEER OF RECORD, MODIFY <br />ANY DETAIL THAT HE DEEMS APPROPRIATE <br />DURING HIS DESIGN AND DETAILING PROCESS.) <br />PRE-ENGINEERED I <br />PREFABRICATED LIGHT <br />GAUGE STEEL <br />TRUSS,TYP <br />EXISTING MASONRY <br />WALL BEL <br />71 <br />I I <br />Lj MANSARD <br />TRues <br />m � - 0 <br />WWI". <br />LEANDRO A. ARROYO <br />FL. REG. NO. 12328- <br />CITY OF ZEPHYRHILLS <br />RENOVATION <br />OF <br />FIRE RESCUE <br />STATION NO. 2 <br />CONSTRUCTION <br />DOCUMENTS <br />12-07-2012 <br />CB+A #1202 <br />........... <br />CANERDAY <br />BELFSKY <br />ARROYO <br />ARCHITECTS <br />800 SECOND AVENUE SOUTH <br />ST. PETERSBURG, FL 33701 <br />9M 8234)675 <br />AA20000567 <br />A <br />0 0 <br />DETAILS A8.2 <br />SCALE: AS NOTED 0 <br />