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1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 <br />R <br />IN <br />P <br />■ <br />0 <br />■ <br />N <br />�I <br />■ <br />■ <br />K <br />■ <br />H <br />■ <br />G <br />■ <br />■ <br />■ <br />■ <br />B <br />■ <br />a A <br />0 <br />N <br />N <br />O <br />N <br />N <br />CUT CMU WEBS AND FACE SO <br />GROUT AND REINFORCING <br />ARE UNINTERRUPTED <br />BOND BEAM <br />REINFORCING SHALL <br />HAVE 50 BAR DIA LAP <br />SPLICES <br />VERTICAL CORNER BAR <br />- SIZE TO MATCH VERTICAL <br />WALL REINF <br />CORNER BARS <br />QUANTITY AND SIZE <br />MATCH BOND BEAM <br />REINFORCING <br />CMU BOND BEAM UNIT <br />WITH OPEN BOTTOM <br />CORNER <br />wwwWwWwwww wwWW ��l�-�s�-----�s�-1----- <br />PREFABRICATED CORNER <br />AT 16" O.C. VERT. <br />JOINT REINFORCING SHALL BE <br />OVERLAPPED 6" (MIN.) AT ENDS <br />LADDER TYPE JOINT REINF <br />AT 16" O.C. VERT. <br />CORNER <br />CUT CMU WEBS AND FACE CUT CMU WEBS AND FACE <br />SO GROUT AND SO GROUT AND <br />REINFORCING ARE REINFORCING ARE <br />UNINTERRUPTED UNINTERRUPTED <br />VERTICAL INTERSECTION VERTICAL CJ BAR SIZE <br />BAR - SIZE TO MATCH TO MATCH WALL <br />VERTICAL WALL REINF REINFORCEMENT (TYP) <br />i I <br />e daa a <br />d ° <br />•° • d! c ° °d <br />INTERSECTION BARS <br />QUANTITY AND SIZE STOP BOND BEAM <br />MATCH BOND BEAM REINFORCING 2" FROM THE <br />REINFORCING END OF THE WALL (TYP) <br />xi <br />BOND BEAM REINFORCING BOND BEAM REINFORCING (TYP) <br />SHALL HAVE 50 BAR DIA. LAP <br />SPLICES <br />BOND BEAM REINFORCING <br />CMU BOND BEAM UNIT <br />WITH OPEN BOTTOM <br />CUT CMU WEBS AND FACE <br />SO GROUT AND <br />REINFORCING ARE <br />UNINTERRUPTED <br />VERTICAL END BAR <br />SIZE TO MATCH WALL <br />REINFORCEMENT <br />CIP COLUMN I <br />STOP BOND BEAM <br />REINFORCING 10" FROM THE <br />FACE OF C.I.P. COLUMN <br />BOND BEAM REINFORCING <br />INTERSECTION CONTROL JOINT END <br />BOND BEAM DETAILS <br />CIP COLUMN <br />VERTICAL INTERSECTION BAR VERTICAL CJ BAR END BAR <br />SIZE TO MATCH WALL SIZE TO MATCH WALL SIZE TO MATCH WALL <br />REINFORCEMENT REINFORCEMENT (TYP) REINFORCEMENT (TYP) <br />PREFABRICATED TEE <br />AT 16" O.C. VERT. <br />JOINT REINFORCING SHALL BE <br />OVERLAPPED 6" (MIN.) AT ENDS <br />- LADDER TYPE JOINT REINF <br />AT 16" O.C. VERT. <br />da 1 <br />LADDER TYPE JOINT R INF <br />AT 16" O.C. VERT. <br />SEE SPECIFICATIONS <br />.�� :R TYPE JOINT REINF <br />AT 16" O.C. VERT. <br />NOTES: <br />1. PROVIDE 3/8" (MIN.) JOINT B/W <br />ALL MASONRY & CIP COLUMNS. <br />INTERSECTION CONTROL JOINT <br />JOINT REINFORCEMENT DETAILS <br />STRUCTURAL MASONRY WALL DETAILS <br />TYPICAL MASONRY WALL R <br />N.T.S. <br />NO RUNNIKirl o^"'^ <br />(1) ADD'L <br />GROUTEC <br />UNLESS INDICATED OTHERWISE ON THE STRUCTURAL DRAWINGS <br />EINFORCING <br />END <br />TOOL JOINT AND IN VERT. B <br />IN <br />CAULK EA. SIDE GROUTED CEL <br />#4 TIES AT 24" O.C. CONCRETE PREMOLDED (1) ADD'L VERT. BAR PREMOLDED <br />COLUMN RUBBER INSERT IN GROUTED CELL RUBBER INSERT <br />(1) ADD'L VERT. BAR IN EACH SIDE OF JOINT <br />GROUTED CELL <br />TOOL JOINT AND <br />• CAULK EA. SIDE <br />H 1111171;4 <br />TYPICAL MASONRY <br />WALL INTERSECTION <br />(1) ADD L VERT. B <br />IN GROUTED CEL_ <br />AT COLUMN ALONG WALL AT CORNER <br />TYPICAL MASONRY CONTROL JOINT DETAILS <br />PREMOLDED <br />RUBBER INSERT <br />J <br />TOOL ALL MASONRY JOINTS <br />WHEN MORTAR IS THUMBPRINT HARD <br />a <br />CAST IN PLACE CONCRETE FOOTING <br />WALL CONSTRUCTION <br />�— CMU BOND BEAM UNIT WITH OPEN BOTTOM <br />1/4" SQUARE POLYPROPYLENE GROUT STOP <br />AT BASE OF BOND BEAM <br />MORTAR BED AND HEAD JOINTS <br />SHALL BE IN WIDTH OF THE THICKNESS <br />OF THE FACE SHELL OF THE BLOCK <br />VERTICAL WALL REINFORCING <br />SEE SECTIONS, DETAILS AND NOTES <br />FOR SIZE AND SPACING <br />LAP HORIZONTAL JOINT REINFORCING <br />6" AT ENDS <br />WALL REINFORCING REBAR SHALL <br />HAVE A 48 DIA. LAP SPLICE <br />VERTICAL REBAR POSIT IONER <br />AT ALL VERTICAL REBAR <br />TOP AND BOTTOM OF GROUT LIFTS <br />PROVIDE FULL MORTAR BED AT ALL WEBS <br />ADJACENT TO CELLS TO BE GROUTED <br />MASONRY JOINT REINFORCING <br />AT EA. COURSE AT GRADE <br />AT 16" O.C. VERT. ABOVE GRADE <br />CMU DOWLES SHALL BE PROVIDED AND <br />INSTALLED BY THE CAST IN PLACE <br />CONCRETE CONTRACTOR <br />PROVIDE FULL MORTAR JOINT <br />AT BED AND HEAD JOINTS FOR <br />THE FIRST COURSE OF BLOCK <br />a <br />i <br />CONT. DOVETAIL SLOT W/ <br />COLUMN VERT. REINF. <br />9 GA TIES AT 16" O.C. <br />VERTICAL -TYP. <br />COLUMN TIES <br />COL./CMU INTERFACE <br />COLUMN SIZE <br />VARIES <br />— — <br />'DIU <br />(SEE PL�tJ) <br />TYPE 1 <br />COLUMN VERT. REINF. <br />SPECIAL BLOCK <br />COLUMN TIES TURN 1/2 <br />WITH OPEN ENDS. <br />EVERY O' <br />COLUMN SIZE VARIES COURSE <br />(SEE PLAN) <br />TYPE 2 <br />TYPE 3 <br />TYPICAL MASONRY TO CONCRETE CONNECTIO <br />s603 N.T.S. <br />N.T.S. s6o3 N.T.S. <br />7 5/8" <br />8" NOM <br />8" MASONRY BONE <br />WITH (1) HORIZ. #6 <br />GROUTED SOLID <br />VERT. WALL REINF <br />TYPICAL BOND BEAM DETAIL <br />00 <br />0 <br />(V <br />9' - w (TYP) <br />TYP. MASO <br />R BARS TO BE <br />)ED AT ALL <br />;ORNERS <br />NRY CORNER BAR <br />NEW GROUT <br />GROUT SOLID <br />EXISTING CML <br />NEW (1) #5 BC <br />CUT CMU WEI <br />REMOVE AT NEW #5 <br />5/8" DIA. TITEN HD AT EACH END OF <br />SUPPORT ANGLE AND NOT TO EXCEED <br />16" MAX SPACING WITH 4" EMBEDMENT <br />L6x3 1/2x5/16 x LENGTH (WIDTH OF WALL <br />OPENING LG.) (LLV) - COORDINATE W/ <br />LOUVER MFR FOR REQUIRED LOCATION <br />OF SUPPORT ANGLES <br />EXISTING CMU (BEYOND) <br />LOUVER ATTACHMEN <br />- _ 5603 3/4" = 1'-0., S603 3/41'= 1'-0" <br />1 It= 1'-0" sso3 3/4" - 1 -0., <br />T HEADER DETAIL <br />N <br />EXISTING CMU <br />(BEYOND) <br />_i i L6x3 1/2x5/16 x LENGTH (WIDTH OF WALL <br />i OPENING LG.) (LLV) - COORDINATE W/ <br />CUT CMU WEB AND <br />i LOUVER MFR FOR REQUIRED LOCATION <br />REMOVE AT NEW #5 <br />i i OF SUPPORT ANGLES <br />GROUT SOLID <br />5/8" DIA. TITEN HD AT EACH END OF <br />SUPPORT ANGLE AND NOT TO EXCEED <br />16" MAX SPACING WITH 4" EMBEDMENT <br />EXISTING CMU WITH <br />NEW (1) #5 BOTTOM <br />NEW GROUT <br />LOUVER <br />ATTACHMENT SILL DETAIL <br />3/41' = 1'-0" <br />McE I Inc-Dy <br />v <br />STRUCTURAL DESIGN GROUP <br />1835 EDeGEWATER DRIVE ORLANDO, FL. 32804 <br />PHONE: 407.245.8775 FAX: 407.245.87" <br />WEBSIITE: mmiroyeng.com <br />Firm Regis"flon: #33835 <br />ME PROJECT NO: 1621-04 <br />"TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY <br />WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE <br />SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN <br />ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS <br />ARE BELIEVED TO BE CORRECTTO THE BEST OF MY KNOWLEDGE. THE <br />ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. <br />SEAL <br />Craig E. McElroy P.E_ FL No. 44741 <br />ollwi4l1lt! <br />\\\ i;°\ SAC` '+rya+' <br />}`• `''.'Q i <br />yk ; No. 44741 <br />jr <br />��. <br />STATE OF ,• �lilq <br />tz' 2z�2-1 <br />Advent Health <br />ZEPHYRHILLS <br />ZEPHYRHILLS GENERATOR ADDITION <br />Hunton <br />A R C H I T E C T <br />DATE SUBMISSION NO <br />12.17.21 CONSTRUCTION DOCUMENTS <br />MASONRY WALL REINFORCING DETAILS <br />PROJ. NO. H-20232.00 SHEET <br />DRAWN VMM <br />S603 <br />■ 2 ■ 3 ■ ■ 5 ■ v ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ ■ 1; <br />■ 16 ■ 17 ■ 18 ■ 1 ■ 20 <br />Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 <br />