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4 A <br /> 1 SPLICE STD STANDARD <br /> HOOK I HOOK TYP Vy� <br /> TYP 'xS/ <br /> \ prcar. ./iiia. 7.. riil/%I%iiia//� <br /> wit/7,417 1 0 -.1'''''',, <br /> ' +_,o r: #'�• 0 ro- y ►• .......0w!�: MASONRY REINFORCING SPLICE AND DEVELOPMENT <br /> FACE BRICK TO MATCH ' reii Ataw4 r�ofiAM %Ar/2% At_gC.9_Ariirriii LENGTH SCHEDULE <br /> EXISTING � �% CMU WALL PER PLAN ��p / C��NERBORS CORNER B4RS ! x ��' 1� 8\� ADDITIONAL VERT. `�'£i \ <br /> �-'--I AND NOTES 'F i TO MATCH HORIZ TO MATCH t i 111 'v;.•, REINF.AT THESE CELLS ` 3 \` <br /> / REINF,IVP. CROSS WALL 1 § � '� F ,¢ 4` CORNER BARS TO <br /> DEVELOPMENT & SPLICING OF REINFORCING IN GROUTED MASONRY N <br /> FINISHED GRADE 0 I 15 DOWELS TO MATCH VERT. HORIZ REINF F, ,' y 01 CORNER BARS TO w 'x� MATCH HORIZONTALWALL CONSTRUCTION FOR GR. 40 & GR. 60 REBAR <br /> OM <br /> PER ARCH. -. A 48 OF <br /> REINF.W/ <br /> MEETERS TM CROSS WALL 134!,, WALL HORIZONTAL <br /> F# ALTERNATE REINFORCING <br /> ■ <br /> b b • `„_, (�b <br /> Mill TENSION SEISMIC Li <br /> 4.01)_ <br /> INF 2” SLAB AND REBAR `.g bl `�.� CROSS wal LAP SPLICE (Lb) LAP SPLICE <br /> if---% CLR.TVP. PER PIAN \ \ 1p <br /> AT CORNERS AT INTERSECTIONS <br /> _ r-L <br /> BAR SIZE 48db 60db <br /> —I I �I ".r • <br /> AT INTERSECTIONS.�'►•�•.�• _; # 3 18" 23" <br /> OOK <br /> — fl I I-1 IIl HOOKMAYBE SKEWED # 4 24" 30" pox„e PACIFIC 60RPOMTIO6 <br /> o bIJL Jy. TO MAINTAIN COVER <br /> BASE PER 1/S-1 END BAR \� 5 30” 38" <br /> \ # 6 36" 45" <br /> 1''_I 1 I—rAT CORNERS <br /> (4)#5 CONT.REBAR 11.0 FOR.SPLICE LENGTHS RLOLNLNCE BAR IAP/SPUCE SCHEDULE. # 8 48" 60" <br /> #4 0 18"O.C. 3'-0` 2. FOR WALLSIZE&REINFORCING REFERENCE ELEVATIONS, OTAILS. NOTES: SEA-PEENING <br /> 3. AT FOOTING&STEM WALLS,CORNER OARS TO MATCH FOOTINGSECTINS&STEM&DEWALLHORIZONTAL BARS. L FOR SPLICE LENGTHS,REFERENCE REINFORCING CMU LAP SPLICE SCHEDULE <br /> 4. FOR SINGLE CURTAIN REINFORCEMENT USE,SAME PRINCIPLE APPLIES. 2.FOR WALL REINFORCING,REFERENCE ELEVATIONS,SECTIONS AND DETAILS <br /> TYPICAL CORNER BARS 3.AT FOOTING AND STEM WALLS,CORNER BARS TO MATCH FOOTING&STEM WALL HORIZONTAL BARS NEW BUILD) <br /> FOOTING SECTION O AT CONCRETE FOUNDATION © PLAN-TYPICAL CORNER BARS AT CMU WALLS CD LAP SPLICE TABLE O 8320 EVERGREEN WAY <br /> EVERETT820.3 <br /> SCALE:1•=V-0' SCALE 3/4'=1'-0' SCALE 1'-1'-0' SCALE:NTS SNOHOMISWA BCOUNTY <br /> I it 4d OR 21/2'MIN <br /> 9'-8' R I 45 I I 5/'f x 24"LONG SMOOTH REINFORCING PER PLAN <br /> p— 'y y �D D8•M O 12'OC GREASE ONE ROWLOCK HEADER ((IC <br /> :leo <br /> � I <br /> 45'\`D D 180 SIDE IN DOWEL INSERT ®ol lissor P� COURSE <br /> r D=6d FOR/3 THRU#8 - SUM BRICK VENEER <br /> \ \ D=Bd FOR#9,10&11 - <br /> I ALL REINF EXCEPT COL TIES&BM STIRRUPS -I T EMIL VAPOR BARRIER CAMP+ <br /> \ ASSOCIATES <br /> r — — z COMPETENT NATIVE SOIL OR T/CMU _ -- <br /> -36'x10'DP CONTINUOUS O COMPACTED STRUCTURAL ALL <br /> 1 �• 6'-0'M.O. Y-0l. CONCRETE FOOTING �'Py 12d 4'COMPACTED GRAVEL 9'-4' - - -- I 19401 40TH AVE.W.,SUITE 304 <br /> n LYNNWOOD,WA 98036 <br /> NEW 8"SLAB ON GRADE W/#5 D I 180 ice' CONSTRUCTION JOINT 1 p / <br /> �I FAX:(425)224-1614 <br /> + ♦ I d d D PHONE:(425)740-6390 <br /> I 0 12'OC EA WAY 0 MID— �' I <br /> ^' DEPTH OF CUT=STAB DEPTH/4 I ��� WWW.CAMPASSOC.COM <br /> A EXISTING WOOD I _ \ <br /> 1/S5.0 I I I -STUD WALL ®' 0 , D D SAWCUT on 11/' REINFORCING PER PIAN <br /> TOP WALL o 9'-4` STIRRUP STIRRUP OR TIE PREMOLDED JOINT �� / (2)BLOCK 5 IN BOND BEAM PST MANAGED MTM <br /> r : I -- — ABOVE GRADE.TVP. D=4d FOR#3,4&5 11111EMMININKMMIIIIMIIIIM-__- PIAN I <br /> \ ♦ ��CONNECT NEW FOOTING TO EXIST D=6d FOR#6,7&8 d__11,4 <br /> PREPAREDBY" GA <br /> m FOOTING W/(2)#4x2'-0'EPDXY =111--:\i' EMIL VAPOR BARRIER <br /> DOWELS W/6"EMBED INTO 90 'I nl135 O� <br /> 1 I— — — — — EXIST FIG,TYP ..—rU % 04�a " '_-'I COMPETENT NATIVE SOIL OR <br /> ♦ \ M Nd OR COMPACTED STRUCTURAL FILL APPROVE BY. MTM <br /> ti- Nay t '�4' S'-0' • <br /> M.O. 3'-4', o i ot1.0'f2W <br /> 4`MIN 4'COMPACTED GRAVEL <br /> I $ CONTROL JOINT /_$111 <br /> i�._. ___ NEW 8"SLAB ON GRADE WIBEAM OR COLUMN CROSSTIES 1. FOR NOTES: OR CONTROL JOINT FOUNDATION/SLAB I 2 GA 01/22/19 FINAL PERMIT ISSUE <br /> \ \ I 0 12.OC EA WAY 0 MID- • <br /> 5. 2. USE'SOFCONSTRUCTION AS SOON AS POSSIBLE WITHOUT CAUSINGRAVECONCRETE EDGES. <br /> 0 L- — — — - - 0 BEAM STIRRUPS&COLUMN TIES SAWCLIT ALONG SHORT DIRECTION OF POUR FIRST 1 GA01/11/I7F1NAL PERMIT ISSUE <br /> 414 1417 <br /> d=BAR DIAMETER,0=BEND DIAMETER 3. PROVIDE CONSTRUCTION/CONTROL JOINT TO ENCLOSE APPROXIMATE SQUARE AREAS OF 225 SFMAX 0 GA 12/15/16 PREUM PERMIT ISSUE <br /> 11'-8•- / TYPICAL CORNER <br /> A GA 10/17/16PREUM PERMIT ISSUE <br /> FOUNDATION PLAN © BARS AT CONCRETE WALLS O TYPICAL SLAB ON GRADE JOINT DETAILS O CMU SECTION O PLAN REVEWER8 81GNATURE <br /> SCALE 3/18'=1'-0' SCALE:N.T.S. SCALE 3/4'=1'-0' SCALE 1-1/2'-1'-0• <br /> (2)#5 VERNCAL <br /> 4'-0`MIN. <br /> (2)#5 BETWEEN OPENINGS 1 <br /> CONTINUOUS BOND BEAM �T/CMU _ ROWLOCK HEADER <br /> CORNER BARS TO REINFORCING THRU 9'-4' - - I - COURSE <br /> MATCH HORIZONTAL EXPANSION JOINTS <br /> REINFORCING,TYP CMU EXPANSION JOINTLOCATION&WATER / 0gF <br /> 0 FINISH PER ARCH <br /> .T/WALL PROOFING PER ARCH <br /> PER pUtd FIT <br /> `�� �, <br /> ID/e MIIIMEI2 5 CONT 0' ij g ! - ENGINEERS BTA <br /> TVP.VERT.WALL <br /> 1' '1.17 <br /> 4 / REINF. R1M00 <br /> (2)AY TYPO IiJAdAAPØØ <br /> ,/ Hy <br /> p5IN BOND � / V/:OPENING � I 1 'If: <br /> . LINTEL UNIT Z <br /> MN O CORNERS 71 CI',L�I,,�� T/R.O. _ _ //II1 STD.180 HOOK. ONAL �/�2/19 <br /> �, 2-0'MIN I 4 (2)#5 0 $7'-4` 0 TVP. <br /> (iia o OPENING' I��i ( •IA L2-0HOOK I �, 48.0.C. I� <br /> SHEET NAILS <br /> 0-27LAN <br /> '1.I -II NOT AVAILABLEAMAXI- <br /> $PER PIAN WALL DETAILS <br /> 5 <br /> 2-0 MIN. �x+F �jR ! <br /> TO WALL END S�. ooWELS To MATCH #s o t6'o.c. LINTEL REINFORCING SCHEDULE <br /> -i <br /> NOTES: VERTICAL REINFORCING VERT.REINF.TVP. ) <br /> 1. FOR TYPICAL REINFORCING,SEE STRUCTURAL NOTES OPENING"W" LINTEL REINF. / EMT N� <br /> 2. FOR INFORMATION NOT SHOWN,SEE TYPICAL SECTIONS 6'-0'OR LESS (2)#5 C■O <br /> TYPICAL REINFORCING IN CMU WALLS O DETAIL 0 NOT USED 11 NOT USED 12 �•/ <br /> SCALE NTS. SCALE 1'-0 <br /> 1-1/2'= ' SCALE:1'=1'-0' SCALES'=1'-0" PROJECT NUMBER <br />