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STUD WALL <br />PER PLAN — <br />AB PER SHEAR <br />WALL SCHED <br />CONIC SOG W/ <br />REINF PER PLAN WOOD FLOOR <br />PER ARCH <br />T/SLAB T/FLR <br />— — — — — — — — — ————— — — — — —— <br />PER PLANS44 <br />° PER ARCH <br />i-g - - T/SLAB <br />=IIIIPER ARCH <br />4(E) CONC SOG <br />CONC FTG �� ° -=-- J <br />(2) #4 CONTIs <br />° a <br />4 ° <br />#4 DOWEL @ 24"OC <br />EMBED 4" INTO <br />(E) CONIC W/ ADHESIVE <br />a b <br />C <br />k <br />E <br />E <br />� 9 <br /># e <br />H m <br />6 u� tiv <br />SCALE: 1" = V-0" <br />SCALE: 3/4" = 1'-0" (03400) <br />01400 <br />BAR <br />SIZE <br />f'c = 3000psi <br />#3 <br />GRADE 60 REINFORCING <br />MISCELLANEOUS <br />BARS <br />Ld Splice <br />17 22 <br />TOP BARS <br />(see note #5) <br />Ld Splice <br />22 28 <br />HOOKED <br />BARS - <br />Ldh <br />9 <br />#4 <br />22 <br />29 <br />29 <br />38 <br />11 <br />#5 <br />28 <br />36 <br />36 <br />47 <br />14 <br />#6 <br />33 <br />43 <br />43 <br />56 <br />17 <br />#7 <br />48 <br />63 <br />63 <br />81 <br />20 <br />#8 <br />55 <br />72 <br />72 <br />93 <br />22 <br />#9 <br />62 <br />81 <br />81 <br />105 <br />25 <br />#10 <br />70 <br />91 <br />91 <br />118 <br />28 <br />#11 <br />f'c = 4.000psi <br />#3 <br />78 <br />5 <br />101 <br />19 <br />101 <br />19 <br />131 <br />25 <br />31 <br />8 <br />#4 <br />19 <br />25 <br />25 <br />33 <br />10 <br />#5 <br />24 <br />31 <br />31 <br />41 <br />12 <br />#6 <br />29 <br />37 <br />37 <br />49 <br />15 <br />#7 <br />42 <br />54 <br />54 <br />71 <br />17 <br />#8 <br />48 <br />62 <br />62 <br />81 <br />19 <br />#9 <br />54 <br />70 <br />70 <br />91 <br />22 <br />#10 <br />61 <br />79 <br />79 <br />102 <br />25 <br />SCALE: 3/4" = 1 '-0" (01400) <br />AB PER SHEAR 6vSHTHG PER PLAN <br />WALL SCHED STUD WALL <br />PER PLAN <br />(2) #5 TOP 3/4" CHAMFER <br />T/WALL <br />..m.m DAD Di nni <br />SCALE: 1" = V-0" <br />5/8"o x 24" SMOOTH BAR <br />@ 24"OC, GREASE ONE REINF PER PLAN <br />SIDE IN DOWEL INSERT <br />T/SLAB <br />PER PLAN PER <br />® ® ® PLAN <br />SUBGRADE PREPARATION —I VAPOR BARRIER <br />PER GEOTECH REPORT WHERE READ <br />COMPACTED STRUCT FILL OR <br />COMPETENT NATIVE SOIL PER <br />GEOTECH REPORT <br />C®NSTRUCT11CN JOINT <br />REINF PER PLAN t/4 SAWCUT DEPTH OR t/4 <br />PREMOLDED JOINT (11/2" MIN) <br />T/SLAB <br />PER PLAN PER <br />• ° ° ® PLAN <br />III VAPOR BARRIER <br />SUBGRADE <br />PREPARATION PER WHERE READ <br />GEOTECH REPORT COMPACTED STRUCT FILL OR <br />NOTES: CONTROL JOINT COMPETENT NATIVE SOIL PER <br />GEOTECH REPORT <br />1. USE "EARLY ENTRY DRY -CUT SAW" AS 3. CONSTRUCTION/CONTROL JOINT TO <br />SOON AS POSSIBLE WITHOUT CAUSING ENCLOSE APPROXIMATE SQUARE AREAS <br />RAVELING OF CONCRETE EDGES. 225 SQUARE FEET MAXIMUM, WITH <br />SAWCUT ALONG SHORT DIRECTION OF MAXIMUM PANEL ASPECT RATIO OF <br />POUR FIRST. 1.3 TO 1.0. <br />2. ALIGN A CONSTRUCTION OR CONTROL 4. CONTRACTOR TO SUBMIT <br />JOINT WITH RE-ENTRANT SLAB CORNERS, CONSTRUCTION/CONTROL JOINT PLAN TO <br />EACH WAY, TYPICAL. STRUCTURAL ENGINEER OF RECORD FOR <br />REVIEW/APPROVAL. <br />TYPICAL SLAB ON GRADE <br />JOINT DETAILS WITH REINFORCING <br />SCALE: 3/4" = 1'-0" (03201) <br />SHTHG PER SHEAR <br />WALL SCHED <br />BUNDLED STUDS OR POST <br />PER PLAN W/ EDGE NAILING <br />PER SHEAR WALL SCHED— <br />HD PER PLAN & SCHED— <br />PT BOT PLATE <br />z <br />#3 x HAIRPIN W/ <br />STD HOOK EA SIDE OF <br />AB EMBEDDED INTO <br />STEMWALL ONLY <br />HEADED AB'S <br />PER HD SCHED <br />CONIC STEMWALL <br />PER PLAN <br />CONIC FTG PER PLAN <br />WALL END <br />�Iu co <br />T/STEMWALL <br />_j <br />PER PLAN <br />Q <br />o <br />w <br />w <br />7 <br />F- <br />w <br />mIz <br />T/FTG <br />o <br />PER PLAN <br />� <br />w <br />m <br />u- <br />w <br />SCALE: 1" = V-0" (06091 M) <br />t# d C I <br />4S 1 <br />�§ <br />w <br />SCALE: 1 " = 1-0" <br />3/4" CHAMFER <br />AT WALLS NOT IN <br />CONTACT W/ SOIL <br />SPLICE STD <br />LENGTH TYP ALT EA SIDE HOOK <br />a' <br />w <br />I— <br />CORNER REINF <br />a ° <br />m <br />z <br />CORNER REINF <br />TO MATCH <br />Lu <br />J <br />®� <br />TO MATCH <br />CROSS WALL <br />HORIZ REINF <br />HORIZ REINF <br />a <br />4 <br />CROSS WALL <br />AT CORNERS <br />AT INTERSECDONS <br />SCALE: 3/4" = V-0" (03402-SINGLE MAT) <br />SHEAR WALL SHTHG <br />WHERE APPLIES <br />#4x24"@ 18"OC <br />SOG & REINF <br />PER PLAN <br />T/SLAB <br />PER PLAN <br />T/FTG <br />PER PLAN <br />III a� <br />III <br />° a <br />;1 4 <br />PER <br />PLAN <br />PER PLAN <br />STUD WALL & SHTHG PER PLAN <br />CURB AS REQD PER PLAN <br />PT PLATE W/ AB'S PER PLAN <br />REINF PER PLAN <br />REINF PER PLAN, CTRD <br />IN WALL (ALT HOOKS) <br />� � � { � �•R ��? ,� �a� T�#T 3,r � � � S ::� � � „ 1� i� � i V" �t ^� � � '! uC � �, x � 1 '��' J � �� � � � <br />SCALE: 3/4" = 1 -0" (03031) <br />0 <br />1 a w <br />SCALE: I` = V-0" <br />SCALE: 3/4" = V-0" (03800) <br />Tm <br />c� J <br />U <br />SCALE: 3/4" = 1 '-0" (03031 B) <br />TQCAfI F)Inn DCD AD(`LJ <br />PER PLAN <br />PER PLAN <br />SOG & REINF PER PLAN <br />T/SL <br />PER PLAN <br />PER PLAN <br />24" <br />#4 x �1� @ 18"OC <br />STUD WALL & SHTHG PER PLAN <br />BRICK VENEER & WATERPROOFING <br />PER ARCH <br />PT PLATE W/ AB'S PER PLAN <br />cc _ <br />w U <br />a_ m <br />Q <br />z_ <br />FIN GRAD <br />z_ <br />REINF PER PLAN <br />C9 <br />REINF PER PLAN, CTRD <br />IN WALL (ALT HOOKS) <br />CITE OF EVERETT <br />k ig �R a�N�I� <br />C0D)IF" IT NOT! <br />THS DOCUMENT AND THE NIFOR,N 4T ON <br />HEREN BFLATNG TO THE PROJECT ARE <br />AN NSfRUMENIT OE SERVCE AND THE <br />CnPI'RGHTED PROPERTY OF BOTEScH. <br />NLASH ACID HALL ARCHTECTS. P.S. NO <br />PART HEREOF _ 4LL BE COPED, <br />DUPL GATED, D STR B UTED, D SCLOSED <br />OR MADE AVAILABLE TO OTHERS OR <br />USED TO ANY EXTENT WHATSOEVER. <br />E�;CEPT AS EXPRESSLP AUTHORED NI <br />4VR T N IS L U OTESC H- HASH AP•.D HALL <br />ARCHTECTS, P.S. <br />w <br />�- <br />cc) <br />m <br />c <br />C-0 <br />z_j_J <br />O <br />� <br />m <br />m <br />W <br />U <br />Iz <br />w <br />cn <br />0 <br />w <br />Lu <br />m <br />m <br />m <br />m <br />w <br />w <br />a- <br />w <br />— <br />GV <br />Eo <br />3� <br />3 T <br />r a <br />� a <br />d m <br />� o <br />� 3 y <br />v <br />¢v <br />O <br />C O O <br />Emomm <br />\? E <br />0 5, <br />C <br />O <br />'Q <br />I-E'c <br />v E <br />_co ��U <br />�m <br />ua <br />QD_ <br />\` to � � V/ <br />� ✓U <br />��r <br />mob <br />Q° <br />o> <br />oso <br />U)a co 0 <br />o�w <br />Lu <br />uj <br />'90 <br />�L <br />JOB NUIUB ER <br />18011-0034 <br />DATE 07/11/18 <br />DRAWN B , <br />EC <br />CHECKED BY G <br />SHEET TITLE <br />STRUCTURAL <br />FOUNDATION <br />®ETA�LS <br />SHEET NUMBER <br />65`i*101,00,1 mulomernkil�, <br />z <br />U <br />