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a <br />r <br />d b <br />$ ---47-- _ -- —d-. <br />4- <br />TIE BEAM REINF 3/8"x1" (VERT.) JOINT AT <br />CONT. THROUGH EACH SIDE OF CONC. <br />JOINT 3/8" TIE BEAM. <br />JOINT <br />AT TIE BM./BM. <br />SEALANT AND BACK-UP <br />ROD PER ARCH DETAILS <br />STOP REINF'G. IN � <br />KNOCK -OUT BOND FILL JOINT W/ GROUT AFTER <br />BEAM TYP. 3/8" BUILDING PAPER PLACEMENTI <br />JOINT <br />1 <br />I <br />AT BOND BEAM <br />1 <br />I <br />1 <br />i <br />3/8" / <br />JOINT <br />STOP "DUR-O-WAL" i <br />ON EACH SIDE OF SEALANT AND BACK-UP <br />JOINT TYP. ROD PER ARCH. DETAILS <br />BUILDING PAPER <br />REINF_ FILED CELL - <br />EACH SIDE OF JOINT <br />W/ (1) BAR EQUAL TO <br />TYP. WALL REINF. <br />r <br />AT FOUNDATION <br />NOTE: <br />CARRY MASONRY EXPANSION JOINTS <br />THRU INTERIOR MASONRY WALLS. <br />SPACING FOR CONTROL JOINT <br />COORDINATE WITH ARCH. 2 x WALL <br />HEIGHT = SPACING IN FEET (NOT TO <br />EXCEED 25'-0") <br />8 MASONRY CONTROL JOINT <br />S.5 SCALE:34"=V-0" <br />4" MIN. <br />FILL JOINT W/ GROUT AFTER <br />BUILDING PAPER PLACEMENT <br />KEEP JOINT FREE OF <br />DEBRIS DURING <br />CONSTR. TYP. <br />8" PRECAST LINTEL W/ (2) <br />#5, EXTEND BAR 2'-0" EA. <br />SIDE INTO KNOCKOUT BLOCKS <br />CMU WALL <br />.w <br />A <br />\ / <br />0 <br />z <br />° <br />/\ <br />/ \ <br />-w <br />to <br />—� ° •- <br />/ \co <br />N <br />I ° <br />d, . °. <br />DIMENSIONS AS <br />REQ'D. COORD. W/ <br />MECH., ELECT. & <br />- <br />FIRE PROT. DWGS. <br />2'-0" (MAX) <br />MATCH FOOTING <br />4'-0" (MAX.) <br />REINFORCING <br />PIPE OPENING <br />a <br />rn <br />It <br />co <br />TYP. STEP <br />FOOTING <br />FOR <br />UTILITIES <br />cfl <br />S.5 SCALE:3/4"=1'-0" <br />FOUNDATION REINF. <br />SEE SCHED. OR _ <br />DETAILS ^ <br />z <br />FOUNDATION REINF. Q- <br />SEE SCHED. OR o <br />DETAILS o CO <br />d- <br />�- <br />T. <br />d _ °�- - <br />9 _ - <br />1�' d <br />d <br />;a - <br />Ld 2 <br />Ld <br />ADDITIONAL REINF. SAME <br />SIZE AND NUMBER AS <br />FOUNDATION REINF. <br />TYPICAL STEPPED FOUNDATION <br />SCALE: 3/4" = 1'- 0" <br />WALL REINF BTW'N TYP. <br />CORNER REINF. TO <br />MATCH TYP. WALL VERT. <br />REINF. <br />INTERLOCK WALLS <br />EVERY OTHER <br />COURSE <br />AT CORNERS <br />INTERSECTING REINF. TO <br />MATCH TYP. WALL VERT. <br />REINF. <br />INTERLOCK WALLS <br />EVERY OTHER COURSE <br />AT INTERSECTIONS <br />OPENING <br />SIDE, (1)-#5 <br />MINIMUM IN (3) <br />CELLS <br />AT OPENINGS <br />END REINF. TO <br />MATCH TYP. WALL <br />VERT. REINF. <br />CENTER REINF. <br />IN WALL TYP. <br />AT ENDS <br />TYP. 8" MASONRY WALL REINF. LAYOUT <br />SCALE: 3/4"=V-0" <br />ADD (2) # <br />AT RE-EK <br />CORNERS TYP. <br />ADD (2) #4 x 3'-0" <br />CENTERED AT ALL <br />LOCATIONS IN SLAB <br />WHERE A C.J. <br />DISCONTINUES <br />TYP. S.O.G. CRACK CONTROL REINFORCING <br />SCALE: 3/4"=1'-0" <br />2x FILLER BLOCK (NAIL TO WEB) <br />2x SUPPORT USE SIMPSON HU214 <br />MEMBER. FOR CONNECTION <br />OF 2x MEMBERS <br />LOAD <br />NOTE: <br />USE THIS DETAIL FOR LOADS EXCEEDING 250 LBS. PER <br />MANUFACTURER 250 LB. LOAD CAN BE SUPPORTED ON <br />EACH SIDE OF THE BOTTOM FLANGE AT 5'0" ON CENTER, <br />PROVIDED THE LOAD IS INCLUDED IN NORMAL DESIGN <br />LOADS. <br />SUPPORT OF SUSPENDED LOAD <br />SCALE: 3/4" = 1'- 0" <br />LINTEL W/ 1" BRG. <br />E.S. FOR EACH <br />FOOT OF OPENING <br />WIDTH (7 5/8" MIN.) <br />SEE MASONRY <br />LINTEL SCHEDULE <br />4/S203 <br />SILL REINFORCING <br />MATCH LINTEL <br />BOTTOM <br />REINFORCING <br />W <br />NOTE: TYPICAL FOR DUCT WORK PENETRATIONS, <br />WINDOW OPENINGS, AND UTILITY CHASES U.N.O. <br />TYP. MASONRY WALL OPENING <br />SCALE: 3/4"=V-0" <br />KAA O.,.'RY WALL <br />AMB <br />RCING SEE <br />CMU WALL <br />LINTEL AND <br />INFORCING <br />ROUTEDJAMB <br />CLEAN JOINT & FILL WITH KEYWAY <br />ELASTOMERIC JOINT MATERIAL CONTINUOUS <br />C.J. <br />SLAB REINFORCEMENT TO CONCRETE <br />BE CUT AT KEYWAY SLAB SEE PLAN <br />T/SLAB <br />EL. SEE PLAN xdx :x x;_ _'_1 x x : x= - <br />(*) AVAILABLE KEYS MAY VARY, <br />KEYWAY CAN ALSO BE FORMED W/ <br />HALF ROUND MATERIAL OF <br />APPROX. THE SAME DIMENSIONS. <br />TYPICAL <br />CONSTRUCTION JOINT <br />C.J. TOOLED OR SAWCUT JOINT. <br />FILLED WITH ELASTOMERIC <br />JOINT MATERIAL <br />0 <br />1 /8", <br />T/SLAB <br />EL. SEE PLAN x x—�x X, _ . x ' a x xx` • X x _ : d x < ' x <br />a.- Q <br />TYPICAL SAWCUT <br />CONTROL JOINT CONCRETE <br />SLAB SEE PLAN <br />NOTE: <br />1. C.J. INDICATES CONTROL OR CONSTRUCTION JOINT. <br />2. CONTROL JOINTS SHALL BE SAWCUT AS SOON AS POSSIBLE WITHOUT RAVELING CONCRETE (4 <br />TO 16 HOURS AFTER PLACEMENT MAX.) <br />3. JOINT PLACEMENT REQUIREMENTS: <br />FOR ENCLOSED/INTERIOR AREAS. 15'-0" O.C. (MAX.) EACH WAY <br />FOR OUTSIDE/EXTERIOR AREAS. 12'-0" O.C. (MAX.) EACH WAY <br />WHERE TOP OF SLAB SURFACES ARE TO BE FINISHED WITH TILE, GENERAL CONTRACTOR IS TO <br />COORDINATE JOINT LOCATIONS WITH THAT OF MORTAR JOINTS. <br />TYP. CONSTRUCTION/CONTROL JOINTS <br />SCALE: 3/4"=V-0" <br />PLACE METAL LATH OR WIRE <br />SCREEN OVER CORES NOT TO BE <br />FILLED (FELT AND SHEET METAL <br />PROHIBITED) <br />VERTICAL REINFORCING W/ MATCHING DOWELS <br />IN FOUNDATION AND STD. HOOK OR LAP @ TOP <br />OF WALL. SEE PLAN FOR SIZE AND LOCATION <br />HORIZONTAL JOINT REINFORCING AT 16" <br />OC STARTING AT FIRST COURSE ABOVE <br />FOUNDATION, 6" LAP SPLICES TYP. USE PREFAB. <br />L'S AND T'S AT WALL CORNERS AND <br />INTERSECTIONS <br />GROUT FILLED CELL. PLACE <br />AND CONSOLIDATE GROUT IN <br />4 FT. LIFTS <br />MORTAR CROSS WEBS <br />ADJACENT TO FILLED CELLS <br />CAST IN PLACE REINF. <br />CONC. TIE BEAM OR <br />BOND BEAM <br />d ? <br />SET FIRST COURSE IN <br />ASTM C-90 C.M.U'S FULL MORTAR BEDDING <br />CLEAN OUT OPENINGS AT GROUT <br />FOOTING OR FILLED CELL LOCATIONS. FOR <br />GRADE BEAM GROUT POURS OVER 5 FT. HIGH <br />TYP. MASONRY WALL CONSTRUCTION <br />SCALE: 3/4"=V-0" <br />CMU WALL <br />SEE PLAN <br />REINFORCE W/ #5 <br />IN GROUT FILLED <br />"U" BLOCK ABOVE <br />SLEEVE <br />T/SLAB <br />z <br />:-X <br />GREATER THAN <br />e m, <br />. <br />4", THICKEN <br />° <br />FOUNDATION TO <br />e _ ° -4 - <br />COMPENSATE <br />e, <br />CAST IN PLACE _ <br />d <br />z <br />SLEEVE. MIN. 1" <br />g <br />GREATER DIA. <br />— - <br />io <br />LAP SPLICE 40 <br />THAN CONDUIT <br />_ <br />- <br />BAR DIA.'S <br />6"MIN. <br />MATCH <br />FOUNDATION <br />REINFORCING <br />PIPING GREATER THAN 3'-0" <br />BELOW FOUNDATION DOES <br />NOT REQUIRE INTEGRATION <br />WITH FOUNDATION <br />J l TYP. FOUNDATION CONDUIT SLEEVE <br />SCALE: 3/4"=1'-0" <br />WALL OR COLUMN <br />SEE PLAN <br />FINISH GRADE <br />1NDATION <br />PLAN <br />iMBING/UTILITY <br />CONTRACTOR NOTE: <br />INSTALLATION OF NEW FOOTINGS, PLUMBING LINES,ETC. <br />SHALL BE INSTALLED MEETING THE MINIMUM <br />REQUIREMENTS OF 1 VERTICAL TO 2 HORIZONTAL UNITS <br />WHEN PLACED NEXT TO EXISTING FOUNDATIONS OR <br />PLUMBING AS SHOWN. <br />TYP. FOOTINGS ADJ. TO EXCAVATION <br />SCALE: 3/4"=1'-0" <br />ENNENG <br />FOR ARCHITECTURE <br />500 N. Westshore Blvd. <br />Tampa, Florida 33609 <br />PH: 813.637.0110 <br />Fax: 813.637.0013 <br />www.tic-engineers.com <br />EB #0000015 <br />© Copyright 2013 TLC Engineering for Architecture, Inc. <br />75 <br />G <br />Z <br />® <br />J <br />LL <br />(n <br />J <br />J <br />W <br />m <br />N <br />0'_ <br />_ <br />Q <br />W <br />�- <br />N <br />^� <br />U) <br />U <br />m <br />OJ <br />U) <br />Q <br />o <br />%W <br />OW <br />U_ <br />Revisions: <br />No. Date Description <br />PERMIT SET <br />Project No.: 715002 <br />Issue Date: <br />06-01-2015 <br />Drawn By: RSZ <br />Approved By: DF <br />Drawing Title: <br />STRUCTURAL <br />DETAILS <br />Drawing No.: <br />S.5 <br />