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FULLY GROUTED BOND BEAM <br />(AT TOP AND BOTTOM OF WALL) <br />SEE PLAN AND SECTIONS <br />FULLY GROUTED CELLS <br />AT REINFORCEMENT <br />PROVIDE HOOKED DOWELS INTO BOND <br />BEAM. DOWEL SIZE AND SPACING IS <br />THE SAME AS DETAILED VERTICAL <br />REINFORCEMENT GROUTING PROCEDURE: <br />1 . CONSTRUCT WALL TO A HEIGHT OF 64". <br />2. ALLOW MORTAR TO SET SUFFICIENTLY TO <br />WITHSTAND GROUT PRESSURE. <br />3. INSPECT UNITS FOR ALIGNMENT. <br />4. CLEAN OUT CELLS TO BE FILLED. <br />5. FILL CELLS TO 1 Y2" BELOW TOP COURSE. <br />ELL REINFORCEMENT 6. DELAY THREE TO FIVE MINUTES PRIOR TO <br />(SEE PLAN AND SECTIONS) CONSOLIDATING TO ALLOW WATER TO BE <br />ABSORBED BY MASONRY. <br />SPLICE BARS PER "STRUCTURAL <br />LOAD BEARING MASONRY" <br />NOTES <br />9 GAGE WIRE LADDER TYPE <br />HORIZONTAL JOINT <br />REINFORCEMENT @ 16" O.C. <br />JL,— <br />DOWELS TO MATCH <br />VERTICAL REINFORCEMENT <br />WALL FOOTING <br />DETAIL OF TYPICAL REINFORCED CMU WALL CONSTRUCTION r 1 - <br />SCALE: NONE � S3.1 <br />TTPICAL IIALL TYPICAL WALL <br />VERTICAL VERTICAL <br />REINFORCEMENT REINFORCEMENT <br />ADDED OPENING ADDED OPENING <br />REINFORCEMENT REINFORCEMENT <br />@ 8" ON CENTER @ 8" ON CENTER <br />8" CMIJ WA 8" CMU WALL <br />(SEE PLAN) (SEE PLAN) <br />LL <br />.WALL OPENING <br />8" LINTEL BEARINCJ 8" LINTEL BEARING <br />ADDITIONAL VERTICAL REINFORCEMENT AT OPENINGS <br />ADDITIONAL REINFORCEMENT SCHEDULE <br />OPENING SIZE <br />ADDED REINFORCEMENT <br />(EACH SIDE) <br />OPENING 5 4'-0" <br />(2) #5 @ 8" o.c. <br />4'-0" < OPENING512-4- <br />(3) #5 @ 8" o.c. <br />M!SWJ <br />P A <br />A <br />TOP OF WALL <br />. <br />BOND BEAM BLOCK <br />BOND BEAM <br />REINFORCEMENT <br />(2) #5 (ONE EACH CELL) <br />FYPICAL AT ENDS UNLESS <br />NOTED OTHERWISE <br />END REINFORCING DETAIL <br />(3) #5 (ONE EACH CELL) <br />TYPICAL AT CORNERS <br />UNLESS NOTED OTHERWISE <br />NOTES: CORNER REINFORCING DETAIL <br />1. PROVIDE DOWELS OF SAME SIZE AND SPACING AS ADDED REINFORCEMENT. <br />DETAIL OF ADDITIONAL VERTICAL REINFORCEMENT AT MASONRY WALLS <br />SCALE: X411 = 1 f-011 <br />ELEVATION <br />MINIMUM SPLICE <br />LENGTH (SEE <br />SCHEDULE) <br />TYPICAL CMU <br />BLOCK <br />SLOPE OF <br />WALLBEYOND <br />BOND BEAM <br />BLOCK <br />TYPICAL <br />CMU BLOCK <br />SECTION A -A <br />DETAIL OF BOND BEAM TRANSITION AT TOP OF SLOPING WALLr 2 <br />SCALE: NONE � S3.1 <br />STANDING SEAM ROOF <br />(SEE ARCH. DRAWINGS) <br />ROOF PURLIN <br />(SEE PLAN) <br />SEE 2 / S3.01 FOR BOND <br />BEAM TRANSITION FOR <br />SLOPING WALLS <br />8" CMU (SEE PLAN FOR <br />REINFORCEMENT) <br />SECTION <br />SCALE: X411 = 1 1-01# <br />DOWEL TO MATCH <br />FVERTICAL REINFORCEMENT <br />HOOKED INTO BOND BEAM <br />ROOF PURLIN <br />(SEE PLAN) <br />------------- <br />)P OF <br />NLL <br />BOND BEAM <br />REINFORCEMENT <br />ATTACH PURLIN TO BOND BEAM <br />ON EACH SIDE WITH 4" x 4" x 14 GAGE <br />CLIP ANGLE WITH 3/4" 0 EXPANSION <br />ANCHOR WITH 5" EMBEDMENT <br />AND (3) #12 SCREWS INTO PURLIN <br />THRU PURLIN CONNECTION TO CMU WALL 5 <br />S3.1 <br />LINTEL BEARING LENGTH <br />(SEE SCHEDULE) <br />LINTEL REINFORCEMENT LINTEL BLOCK <br />(SEE SCHEDULE) <br />SEE NOTE 1 <br />L= <br />TYPICAL CMU <br />BLOCK <br />SEE NOTE 1 <br />ADDITIONAL <br />REINFORCEMENT <br />OPENING WIDTH <br />TYPICAL <br />CMU BLOCK <br />LIN] <br />REI <br />SECTION A -A <br />LINTEL <br />BLOCK <br />FACE OF WALL <br />BEYOND <br />MASONRY WALL LINTEL SCHEDULE <br />OPENING WIDTH <br />WALL DIMENSION AND REINFORCING <br />MINIMUM <br />MAXIMUM <br />I <br />CONCRETE MASONRY <br />DEPTH 10" WALL <br />UNIT <br />12" WALL <br />I>< <br />7-01- <br />7 %" <br />(2) #4 BOTTOM <br />(2) #4 BOTTOM <br />21-111 <br />T-61' <br />7%11 <br />(2) #4 BOTTOM <br />(2) #5 BOTTOM <br />31-711 <br />51-011 <br />7%11 <br />(2) #5 BOTTOM <br />(2) #5 BOTTOM <br />51-111 <br />61-6#1 <br />7%" <br />(2) #6 BOTTOM <br />(2) #6 BOTTOM <br />61-711 <br />80-011 <br />7%11 <br />(2) #6 BOTTOM <br />(2) #7 BOTTOM <br />SCHEDULE NOTES: <br />NOTES: 1. DO NOT USE THIS SCHEDULE IF A LOAD OTHER THAN THE WALL LOAD <br />1. CUT BOTTOM OF LINTEL BEAM OVER BEARING LENGTH IS IMPOSED ON THE LINTEL. <br />TO ALLOW PASSAGE OF ADDITIONAL WALL 2. 8" BEARING EACH END ON SOLIDLY GROUTED CELL EACH SIDE OF <br />REINFORCEMENT AND FLOW OF GROUT. OPENING REINFORCED WITH #5 VERTICAL. SEE GENERAL NOTES FOR <br />GROUT AND GROUT INSTALLATION INFORMATION. <br />DETAIL OF MASONRY WALL LINTEL /" �3 <br />SCALE: NONE � S3.1 <br />bennett&pless 10 <br />Experience Structural Expertise <br />Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando <br />1964 - 2019 Celebrating 55 Years <br />of Structural Excellence <br />47 Perimeter Center East, Suite 500 <br />Atlanta, Georgia 30346 <br />Tel. 678 990 8700 Fax. 678 990 8701 <br />Copyright 2019 - Bennett & Pless, Inc. <br />All Rights Reserved <br />B & P Job Number 18161 <br />0XV, <br />G%z <br />MQ.32427 <br />t <br />tz <br />STATE OF e,4(-1 <br />-Y . .......... . . <br />04-03-2019 <br />LU w , <br />Uj 'D L'i <br />Uj z —i <br />0� zo- 00 F-- < <br />< uj 1 1 of -� j, z< >z E U <br />-i w LLI <br />I Cn -'i �0- Li- 0 <br />0 (n fn < Cn 0 <br />U E� z <br />< C� CL <br />W 0 <br />Q z< 02 S- ZO 0 Of LU [I] <br />0 � 7- < =0 F1 5 70- z 2 Z � = Co" <br />7- cn Ln LD 80 Fo- Lf Z <br />< w 0 <br />zw <br />U z Z Lij <br />W z 7w= <br />w a- 0� 60 <br />U �, 2 -', Uw w, <br />z < WE C� >- F-- F-- <br />lu- 8 13 0 8 C� LL -J cc H� Z Cn Ui <br />0 0 w 0� LU LLj Z -J 0 U < Z <br />[L 0 0 <br />F 0� z < < LLJ 0� W U Z <br />W CL W y < <br />Cn CL LU LLI < al �z <br />Ujwucr- ULU F-- z: W W U < <br />0� w [If w z - w = S�2 Ir <br />0 <br />V <br />bD <br />C�s <br />SIN <br />CIO <br />0 <br />U <br />>1 <br />r-� <br />wl <br />ISSUE: FOR CONSTRUCTION <br />REVISIONS: I I <br />PROJECT NUMBER <br />201812 <br />DATE 04-03-2019 <br />SHEET NUMBER <br />S314011 <br />