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N�r=TAI. =>ECK AELZ� FATTERN5 <br />56" P41DE SHEETS <br />NO SCALE <br />:;>ETAIL JOINT Rr=INr-ORCr=Mr=NT <br />AALL AITH O1=r=NlNe5 fkUNNINe 50N=> <br />NO SCALE <br />r7o>r=7AIL Rr=INF`0RCr:Mr=N7 5FLICE-5 <br />NO SCALE <br />NEH BOTTOM CHORD <br />BRIDGIN6 PER PLAN. <br />EX15TINI57 TOP 4 BOTTOM--) <br />CHORD BRIVOINC7 TO REMAIN. <br />NOTE: AT BOTTOM CHORD, LOCATE FIRST <br />RON OF BRIVOIN6 AT EXTERIOR <br />PANEL POINT. <br />NEK BOTTOM CHORD <br />BRI065INC? PER PLAN. <br />7'*YOPICAL 57r=EL J0157 HORIZONTAL <br />BRI=>eINe <br />NO SCALE <br />HELD ACROSS FULL NIOTH OF BOTH <br />OUTSTANDIN6 LE65 OF BOTH TOP <br />CHORD ANOLE5. <br />TYPICAL EDISSE ANQLE <br />CONNECTION 0 ROOF <br />a NON CONTINUOU5 eUPPORT. <br />4 11/4"xl 114"0/16"( ONT.- <br />IN 1/4" Ill GUSSETS o 16" O/C. <br />(MAX) <br />EDOE ANOLE PER <br />PLAN I SECTIONS, <br />J015T SEAT OR <br />TOP CHORD EXTENSION. <br />51b" 4) FUDDLE HELD5 <br />a 6" 0/0. MAX. <br />MTL. DECK TYPE, &A&E, AND <br />WELVINO REG'MNT5 PER NOTES <br />9 ROOF FRAMINC7 PLAN. <br />\--EX15TINO STEEL JOISTS <br />TO REMAIN. <br />APPLIES NHERE BOTTOM RIB OF <br />DECK 15 NOT PRESENT FOR <br />SUPPORT AND HELDINIS. <br />PETAIL PIAPHRAC-7M TRANSFER <br />(PECK Er�CSE SUPPORT) 7YF. <br />NO SCALE <br />50LID &ROUT -VERTICAL REINF. <br />CELL. 51ZE PER ELEVATIONS. <br />CENTER REBAR IN CELLS. <br />-PROVIDE PLYNOOD <br />AS REG'D. <br />INDICATES PARTIAL <br />OR FULL HEI&HT BAR. <br />o - INDICATES VONEL <br />DRILLED 4 EPDXIED <br />AT FOUNDATION AND <br />TIE BEAM. <br />"All -"All <br />MASONRY H/ HILTI KHIK-( ON 11 1/4" x 1 3/4' 3 1/2" <br />REINFOR( EMENT o 16 0/c. FASTENER. (2 PER ANCHOR) PROVIDE ANrHOR5 <br />(TYFJ 0 lb" O/c. <br />ELr=\/A710N AT �4A50NRVfe Fr=Nr=7R-A7ION <br />5601c: 31b" = 1'-0" <br />VERTICAL BAR 5FLICE REOUIREYENT TABLF <br />BAR <br />51ZE <br />LOCATION OF BAR 5PLICE <br />H/5 FROM TOP OR H/3 FROM BOTTOM <br />MIDDLE THIRD OF HALL HEI6HT (H/3) <br />#5 <br />4e>d BAR = 0.625x4b = 30 IN <br />12cl BAR = 0.625x"T2 = 45 IN <br />Q$d BAR = 0.15x4& = 3b IN <br />12d BAR = O.l5OxU = 54 IN <br />NOTES: <br />1. H - HEI&HT OF MASONRY FROM FOUNDATION TO THE TIE BEAM <br />(IF KALL 15 NOT CONNECTED TO SLAB). <br />H - HEI(5HT OF MASONRY FROM SLAB ON GRAVE TO THE TIE BEAM <br />(IF NALL 15 CONNECTED TO SLAB). <br />.2. IT 15 HIOHLY RECOMMENDED TO PROVIDE BAR SPLICES OUT OF MIDDLE <br />THIRD OF NALL HEII5HT. <br />TOP OF KALL <br />FINISH FLOOR,-L <br />1:;�r=7AIL 7)oofz. MABONR"*� \/r=R7. Rr:lNr-. <br />NO 5rALE.- <br />MAX. 5PACI% <br />BETHEEN FILLED <br />CELLS PER PLAN. <br />.1 2 KEY ON PLANS. <br />0 ol = INVICATE5 PARTIAL H6T. <br />DONEL5 AT FOUNDATION. <br />(1) BAR IN A 50LID <br />&ROUTED CELL. DONEL <br />OUT OF FOUNDATION. <br />(1) BAR IN A 50LID <br />OAROUTED CELL, FULL <br />HE16HT BAR. <br />t;�r=TAIL AALL Rr=INr-ORCIN6 T'*,rf=E <br />NO SCALE: <br />4 6iROUT 05 REBAR b" <br />�TRUCTURE ABOVE 4 SET <br />F50N 5TRON67 TIE EPDXY <br />�61E x 1 1/2' V41DE HOT <br />)ALV. CORRIJOATED <br />ORS. ANCHOR TO EXIST. <br />ARY K/ HILTI KHIK-CON 11 <br />: 13/4" FASTENER. (2 PER <br />IOR) PROVIDE ANCHOR5 <br />O/c. <br />4 G-ROUT 05 REBAR b' <br />2OUNDATION I SET IN <br />ON 5TRONCv TIE EPDXY <br />W I F^Ur- :)MF-LL Ur <br />ABOVE TO PROVIDE <br />5 FOR C7ROIUTINC7. <br />54RDUT EA. CELL <br />:.N CHANNELS. <br />EA( H SIDE. <br />4" 0 BOLT THRU EXIST. <br />�LOCK OR PORTION <br />)F. <br />TO DETAIL <br />:OR SUPPORT Ill. <br />EX15TINC7 <br />ER5. <br />6 INDICATES EXTENT OF <br />:I CELLS (TYPJ <br />67ROUT #5 REBAR 6" INTO <br />i 4 SET IN 5IMP50N 5TRON6 <br />Xy (TYPJ. <br />ELr=\/A710N AT MASONR"�' INFILL <br />56016: 50' -- 1'-0' <br />KNO( K OUT FACE SHELL OF <br />BLOCK ABOVE TO PROVIDE - <br />AC-CE55 FOR &ROUTIN6. <br />50LID 6ROUT (DRY PACK) <br />CELLS 4 FACE SHELL ACCESS <br />HOLES FLUSH Al IN51DE FACE <br />OFKALL. <br />50LID OROUT EA. CELL <br />BETHEEN CHANNELS IN <br />4'-0" SECTIONS. <br />3/41 0 A-301 THRU BOLTS. <br />STEEL CHANNELS PER <br />PLAN OR ELEVATIONS. <br />(4) 3/4" 0 A-301--, <br />THRU BOLTS. <br />0 BOT. OF <br />NOTE: <br />BOLT 51ZE AND 4" 5" o4l' .411 21.On 2.1 2-0# 24" 01C. <br />PLACEMENT PER <br />L2N <br />17 <br />ELEVATIONS DRAAN. <br />N/F 510"/ 311b" V 1 1/2' 0 12" /SUPPORT t 1/4"x4'-O' LON6. <br />(PLACE IN SECTIONS NO LONr7ER <br />'*_�FACE OF M.O. THAN 4'-0") <br />NOTE: REMOVE EXIST. BLOCK 4 HATCHINC, INDICATES EXTENT <br />SHORE AS REO'D IN 4'-0" OF VERT. REINF. IN ISROUT <br />SECTIONS. ALLON C-RaT FILLED CELLS PER PLAN <br />TO CURE BEFORE REMOVIN& 4 ELEVATIONS. <br />THE NEXT 4'-0" SECTION. <br />NOTE: PRIOR TO FABRICATIN6 CHANNELS IT 15 5TRON6LY <br />WO&ESTED THAT A PACHOMETER 5TUDY (TO VERIFY <br />THE LOCATION OF THE STEEL IN THE EXIST. 5TRUCnRE) <br />BE UNDERTAKEN TO AVOID PROBLEMS IN THE INSTALLATION <br />OF THE DRILLED IN ANCHORS. <br />CHANNEL$ PLACED EACH 51DE OF EX15TIM HOLLO <br />MA50NRY HALL, INSTRUCTION FOR REMOVAL OF <br />EX15TINQ HALL NOTE. <br />1. INSTALL ALL JAMB VERTICAL REINFORCINO FOLLON THESE CHANNEL INSTALLATION <br />4 OROUT PER PLAN. IN5TRU( TION5 AT NEN CHANNEL HEADERS <br />5HONN ON ARCHITECTURAL DRANN65. <br />2. PLACE ( ONT. CHANNELS (PER PLAN) EA. 51DE OF <br />HALL AT NEA MD. H/ 3/4'0 THRU BOLTS. <br />(SEE DETAILS TH15 SHEET). <br />3. REMOVE 4'-0" MAX. SECTION OF HALL AV <br />INSERT NEN SUPPORT t's THRU HALL AND HELD <br />TO BOTTOM OF CHANNELS EA, SIDE. <br />4. 6ROUT CELLS BETHEEN ( HANNEL5. <br />5. AFTER ALL STEEL 15 PLACED MD KELDED 4 6RMT <br />15 POURED 4 CURED, 4'-0' SECTION OF HALL <br />CAN BE FULLY REMOVED, <br />6. BACK SHORE ( HANNELS AT ( OMFLETED 4'-0" HIDE <br />SECTION PRIOR TO REMOVAL ADJALENT SECTION. <br />1. AFTER STEPS 2 THRU 5 ABOVE ARE COMPLETE FOR <br />ALL SECTIONS, 5HORINO CAN 13E REMOVED <br />AFTER 6ROUT MEETS OR EXCEEDS 3000 P.5.1. <br />T"IrFICAL CONNECTION <br />C AT Nr:A CHANNEL LINTr:LS <br />SDI ) NO SCALE: <br />a. <br />z <br />w 0 <br />z <br />J <br />ILL <br />w <br />In <br />w <br />TO THE BEST OF MY KNOWLEDGE, THE <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />THE CLRRENT MINIMUM BUILDING CODES. <br />C i &E L N E R P. E. <br />110V C 2 13 <br />P.E, J920M�2-� <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, FIL 33701 <br />(727) 823-0675 <br />AA26000587 <br />ow <br />Em <br />I STANDARD DETAILS <br />@)THESE DRAWING$ & THEIR CONTENTS ARE THE $OLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENGINEERS, SCALE: AS NOTED <br />USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. <br />0 <br />SD1 <br />