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61-0.0/( <br />ANCHORS PER <br />IN51DE FACE OF <br />SECTION 5/551 <br />—EX15TINO C.MU. <br />BLO( K. <br />---------- <br />--- <br />Lu <br />r- <br />-------- <br />-------- <br />T-�-T7 <br />T <br />------ <br />--0 <br />LL- _j <br />Lu <br />ITI <br />Lu <br />Lu <br />11/2"-1,. 1, 1 1,tl 1/2" <br />.1 L 11/2. 11 L <br />5TEEL E AN( HORAC7E DETAIL <br />OVER EX15TING HALL <br />NOTE: <br />HELD ALL STEEL PRIOR <br />INSTALLATION OF NEN <br />ROOF METAL OE( K. <br />F-- <br />DETAIL HIDI <br />REOMINTS. AT STEEL <br />TYP. ACROSS EACH <br />SIDE OF 015T SEAT. <br />SEE DETAIL HELOIN67 <br />REQMNTS. AT STEEL <br />TH15 SHEET. <br />PROVIDE NEN CONT.. <br />H.5.5.2 1/2"x2 V2"xl/'4 <br />PROVIDE 11/70 1/2x3/b11_-.-/ <br />STEEL It 0 6'-0" OX . (MAX) <br />ANCHOR It W (2) 51b" 0 <br />A-301 ALL -THREADED <br />R005 DRILLED 5" INTO — <br />HALL 4 SET IN 5IMP50N <br />STRONO TIE SET" EPDXY <br />EX15TI% 57 <br />(FIELD VERI <br />NOTE: <br />J015T SEAT EXTEN51ON OFF OF THE INSIDE FACE OF THE <br />TIE BEAM APPEARS TO VARY IN LENr7TH. <br />IT MAY BE NECESSARY TO CUT A SMALL PIECE OUT OF THE <br />TOP FLAN6E OF THE CHANNEL IN ORDER TO ERECT THE <br />CHANNEL FLUSH TO THE BOTTOM OF THE J015T SEATS. IF THE <br />END J015T PIAWNAL 15 LE55 THAN,2 1/4" FROM THE FACE <br />OF THE TIE BEAM NOTIFY EN61NEER IF THIS CONDITION EXISTS. <br />00 NOT ALTER THE J015T END PIA67ONALI <br />T"rFICAL AELr;�INCS CONNECTION 1��ETAIL <br />AT EXIBTINC-7 J015T To NEA STEEL CHANNEL <br />SCALE: 3/4" = I'-011 <br />CLEI <br />FIELD VERIFY ROOF SLOPE <br />VS. ELEVATION TOP OF TIE <br />BM. DECK 9JPPORT AT EDr7E <br />MAY HAVE TO BE REV15ED <br />ACCORPI%LY. <br />Typ <br />NEN CONT. BOT. <br />BRIP&IN6, <br />v r < <br />PROVIDE 4 3"x3"xI/4" x 10" LON& <br />CLIP ATTACHED TO HALL IN (2) 5/6" 0 <br />A-301 ALL-THREADE12 R005 DRILLED <br />6" INTO HALL 4 SET IN SIMPSON <br />5TRON67 TIE'5ET" EPDXY. <br />Scale: 3/4" = 1'-0" <br />('4_'_� BrEC,710N <br />��S �l Scale: 5/4" = 1'-0" <br />TOP OF HALL/ - <br />J015T BEARINr,.�_. <br />EL.: IT-4" <br />11/551 FOR <br />TOP OF <br />EXIST. SLA" <br />EL.; 0'-011 <br />P., <br />R <br />a - <br />SEE TYPICAL STEEL CH, <br />ANCHORA6E PATTERN <br />DETAIL THIS SHEET. <br />NEN STEEL CHANNEL — <br />PER PLAN. <br />NINE <br />@FIR5T ANCIIOR TO BE 3/4" 0 <br />A-301 ALL-THREAP ROD---\ <br />DRILLED 6" INTO PILASTER <br />I SET IN 5IMP50N 5TRON6 TIE <br />'SET" EPDXY. <br />@ NEH CONT. STEEL AN6,LE <br />4 ANCHOR9 PER SECTION <br />1/,551. 1 0— <br />7--<,'TYF (3) SIDES. <br />PROVIDE 1/4"0'0" <br />STEEL It (TYPJ <br />NEN STEEL CHANNEL <br />PER PLAN, <br />TYP AT FE TO <br />COLUMN. <br />TYP AT 4 TO <br />COLUMN. <br />r--j [---I <br />NEN CONT, STEEL TUBE <br />AT 1/3 POINTS SEE SECT. �h <br />EX15TINry ( .MU. PILASTER-/ 3 1611 TYP <br />LOCATION. I OF COLUMN. <br />T"�FICAL 5TEEL CHANNEL CONNECTION <br />C>ETAIL AT 5TEEL COLUMN <br />SCALE: 5/4" = 1'-0" <br />EX15TIN5 C.1 <br />PILASTER (E <br />AT NEN DOOR OPE <br />IF CELLS ARE NOT <br />H/ V;ZOUT, 50LID F <br />HITH C-ROUT AT NEI <br />OPENIM. <br />5( ale: 3/4" = 1'-0" <br />PROVIDE 3/4" 0 A-301 ALL - <br />THREADED R005 DRILLED b' <br />INTO EXISTIN& HALL 4 SET IN TYP <br />5IMP50N 5TRON67 TIE "SET" <br />EPDXY a lb" 0/6. (MAX.) 1 1/4" 411 <br />5TAC-6ERED. <br />1'-4" O1C. L 1'-4" <br />NOTE: <br />HHERE NEN STEEL CHANNEL <br />FACES END OF HALL, 05E <br />r5AME CONNECTION AS 5HOHN. <br />NEH STEEL CHANNEL <br />PER PLAN. <br />0 <br />0 + <br />1'-4" O/C. 1, l'-4 'O/C. <br />OF EXISTINC7 C.ML. PILASTER. <br />AT INTERIOR HALL PROVIDE 1,EX15T. Pi�_A5TER. 1,, <br />It I/4'xb"xIO 1/2" AT CHANNEL 4 ;'r <br />SPLICES. TN�FICAL 5TEEL CHANNEL <br />510L I CE ro>F.TA I L <br />SCALE: 5/4" = I'-V <br />PROVIDE 3/4" 0 A-30 )I ALL - <br />THREADED R005 DRILLED b- <br />INTO EXISTINC7 HALL 4 SET IN <br />5IMP50N 5TRON6 TIE "5ET" <br />EPDXY o 16" O/C. (MAXJ <br />5TA66ERED. <br />1 . I oIr '-4'0/( <br />-4 '. 1, 1 <br />NEN STEEL CHANNEL <br />PER PLAN. <br />0 <br />T"�FICAL 5TEEL CHANNEL <br />ANCHORA6E PATTERN C�ETAIL <br />SCALE. 5/4" = 1'-0" <br />BUILPINQ SECTION NOTES 4 <br />LE&END. <br />z EX15TINC, CONCRETE FOOTIN6. <br />x EX15TIN& CONCRETE SLAB ON <br />6RADE. <br />a EX15TINO CONCRETE SLAB E06E <br />HAUNCH. (NOT APPLICABLE ON THIS SHEET). <br />z EXI5TINry MA50NRY (C.MV) HALL TO <br />REMAIN. <br />= EX15TINC, STEEL J015T TO REMAIN. <br />= NEH STEEL COLUMN <br />PER PLAN. <br />z PROVIDE 1/4" E30TTOM CAP It HELPED TO <br />E30TTOM OF NEN STEEL COLUMN. <br />z PROVIVE.4 4'x4"xl/4" x 4" LON6 CLIP AN&LE <br />HELD TO ( OLUMN (EACH 51DE OF COLUMN ) 4 ATTALH <br />TO EXISTINC, ( ONC. SLAB N (1) 3/4" 0 A-301 <br />ALL -THREADED ROD DRILLED 3" INTO CONC. <br />SLAB I SET IN SIMPSON 5TRO% TIE "5ET" <br />EPDXY (TYP. U.N.OJ <br />z PROVIDE NEN H.5.5. 3'0"A/4" 13ETHEEN <br />NEH STEEL ( OLUMN5 (TYP. UN.OJ <br />@ = PROVIDE NEH 4 3'x2 I/INI/4" (L.L.V) CONT. ANC7LE <br />(BETHEEN COLVMN5) IN 50' 0 EPDXY OPTI-MESH <br />SCREEN TUBE ANCHOR6 DRILLED 6" INTO <br />EX15TIW-7 C.M11. 0 12" O/C. (MAX) I SET <br />IN 5IMP50M FRON6 TIE ";ET" EPDXY <br />(TYP. UND) <br />NEH STEEL CHANNEL PER PLAN. <br />REFER TO TYPICAL STEEL CHANNEL <br />ANCHORAr7E DETAIL ON TH15 SHEET. <br />@ = PROVIDE 1/4' ( AF It HELPED TO TOP OF <br />NEH STEEL COLUMN. <br />= REMOVE EX15TINC, STRUCTURAL HOOD FINR <br />I ALL ROOFINO COMPONENTS 4 REPLACE ki/ <br />NEH METAL DECK. REFER TO ROOF FRAMINC5 <br />PLAN FOR NEH METAL DECK TYPE, OA(51E, AND <br />HELDIN(5 REO'MNT5. <br />= PROVIDE NEA 4 3"x3NI/4" CONT. HELPED TO <br />EX15TINC7 STEEL JOISTS. REFER TO TYPICAL <br />EP(5E ANOLE WINNECTION AT ROOF AT NON <br />CONTINUOUS SUPPORT ON SHEET 501. <br />z REFER TO ELEVATION 5/501 FOR NEYq STEEL <br />CHANNEL AT NEPq OPENIN(5 AND REGUIREMENT5. <br />(1-6) x INDICATES NEPq CONTINIJOIJ5 BRID&NO <br />PERPLAN. TO THE BEST OF MY KNOWLEDGE, THE <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />THE CURRENT MINIMUM BUILDING CODES. <br />PROVIDE NEH,4 3'x2 1/2"xl/4" (L.L.V) CONT. AN6LE Wi �_Ill P.E. <br />(BETHEEN COLUMN5) W FIRST ANCHOR TO BE 3/4" 0 <br />A-301 ALL -THREADED ROD DRILLED 6" INTO <br />PILASTER LOCATION 4 SET IN 5IMP50N <br />5TRONC7 TIE "SET" EPDXY (TYP) <br />M1104­ iE 44 E N'4 P <br />FIELD VERIFY IF EX15TIN6 ( .M.U. CELLS AT AN( HOR <br />LOCATIONS ARE FILLED K/ 6RaT. IF CELLS ARE NOT <br />5ROUT, 50LID FILL CELLS K/ C-MT AT ALL <br />FILLED K/ C I IN 013 <br />ANCHOR LOCATIONS. (SOLID 6MT 15 NOT REQUIRED <br />AT OPTI-ME5H SCREEN TUBE ANCHOR5). P�.E. #20Mi <br />z <br />w <br />Z <br />d <br />z z <br />w <br />> <br />< <br />a: <br />w <br />L o r. i <br />m <br />WEBER AND TINNEN, P.A. <br />STRUCTURAL ENGINEERS <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 />CANERDAY <br />BELFSKY <br />ARROYO <br />ARCHITECTS <br />800 SECOND AVENUE SOUTH <br />ST. PETERSBURG, FL 33701 <br />(727) 823-0675 <br />BEC,710N ('T_'� 5r=C,710N 0 m <br />��Sl Scale: 3/4" = 1'-0" 1\1 �51 Scale: 5/4" = 1'-0" BUILDING SECTIONS SSJ <br />(D THESE DRAWINO$ & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENOINEERO, SCALE: AS NOTED <br />USE OR COPY OF ALL OR ANY PORTIONS 10 BY CONTRACT ONLY. UNAUTHORIZED U$E WILL BE PROOECUTED. <br />937 i ; a <br />p" <br />