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<br /> -)( I I I � ? 4 ' a. a � . d ' MIN-BAWCUT MUST BE MADE WITHIN 4
<br /> I � I= � � � � ° TOOLED JOINT R��
<br /> o ° . � = z � T012 HOURS P,FTER CONGRETE
<br /> -I I I I I QQ ' � � o a . '. �a. � � HARDENS•BLADES SHALL NOT BE BLUNT AT AREAS W/REINF TYP AREAS OF SLAB ,
<br /> �I I O �(�( � . � �a�4' a a U . � � _ � AS TO CAUSE CHIPPING OF CONC- STOP REINF AT SLAB ARE UNREWFORCED.
<br /> Z � � � ° a a. .. PROVIDE JOINT SEALANT PER JOINT SEE PLAN FOR AREAS
<br /> ��i�—�j� ��j� � � � � �o �o _ SPECIFICATIONS-INSTALL PER MFR WI REINFORCEMENT .
<br /> 2 I I II I I �� I I I�(� RECOMMENDATIONS i ti ;
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<br /> PIPE PARALLEL TO �a �o g I I I I � =)I I I I I � �— — —�' _ _�" �n- �_"___� — ��_
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<br /> NO EXCAVATION FOR PIPE %"DIAx 1'-2"GREASED SMOOT 2505 Third Avenue
<br /> OR DUCTS PARALLEL TO FTG Suite 324
<br /> BELOW THIS LINE STEP AS DOWEL AT 12"O.C.AT CL SLAB OR Seattle, WA 9812'i
<br /> REQ'd COMPACTED STRUCTURAL DIAMOND PL g"x 4.5"AT 22"OC �
<br /> 1 1/2"CLR MIN 180-DEGREE 48 x BAR DIA(15"
<br /> FILL OR LEAN CONCRETE AT HQOK -LAP 4$x BAR MIN)TYP ALL
<br /> G.C.OPTION TYPICAL CONTROL JOINT TYPICAL CONSTRUCTION JOWT DIA HORIZ REINF CORNER BARS 206_720_7001 phone
<br /> 206.720.2949 fax .
<br /> TYPICAL DETAIL OF PIPE AT C�NCRETE t��
<br /> SECTI4N FOOTING SECTION _ • • www.craftarchitects.com r' •
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<br /> PLACE
<br /> • • (� LAP 24 DIA WI ALTER-
<br /> STAIR DETAIL SHOWN- REINFORCING SAME SIZE � I I HORIZ REINF NATING .�
<br /> RAMP DETAIL SIMILAR AND SPACING AS LONGIT � � CORNER
<br /> FOOTING REINF-LAP 2'-0" � � BARS
<br /> 12"CLR TYP MIN W/LONGITUDINAL � � � � � AS
<br /> #4 NOSING BAR FOOTING REINF a + �, � � SHOWN
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<br /> U � � � TILT UP PANEL �/ � �
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<br /> PER ARCH �
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<br /> � 1'-0�� . � — Q
<br /> PER ARCH ' � '
<br /> 1/8"TOOLED .. ° .' . ..° . • � �
<br /> RADIUS � .� . . . . NOTES: n
<br /> � 6'o a ' — — — � .,
<br /> �y 4'-0"MIN d � � -- 1. VERTICAL REINFORCEMENT SHQWN IS ADDITIONAL � �
<br /> � � ���d I=I I�� r IF NORMAL REINFORCEMENT IS NOT IN PROPER W
<br /> • =T= LOCATION. LAP PER NOTE W � �
<br /> � —�� . . . ��� 3.11.8
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<br /> � � _�� � . . � � �a� � a i. 2. CORNER BARS ARE SAME SIZE AND SPACWG AS � � W •
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<br /> EXTERIOR °" a � I I(( �I . . —I I I= j"'i <•��:
<br /> PAVING PER � _ — — — _ — HORIZONTAI REINFORCEMENT.
<br /> ..' .
<br /> ARCH ' 'I I SUB GRADE PREPARATION PER � %"MIN ''�:' �a . � � I=I I =I I I—I I =— I—I� 3. 90-DEGREE HOOKS MAY BE SUBSTITUTED FOR � W �
<br /> GEOTECH REPORT N 2"MAX ;<; ° —I I I I I-I I�I I , I I I-,.I( ,,I I�� CORNER BARS. SEE NOTE#5. � �'�'
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<br /> • �� #4 AT 12"O.G.EA da� ���� 2 4. REINFORCEMENT AT ALL WALL CORNERS,ENQS, `►
<br /> x x �� WAY �� . � ` . . —I I�� AND INTERSECTIONS SHALL BE FABRICATED AND �
<br /> , 4 , � ° I(= FOOTING THICKNESS PER PLACED IN ACCORDANCE WITH APPROPRIATE �
<br /> � ' � � � PLAN AND DETAILS DETAIL SHOWN.
<br /> � I=1 I I=I I I � � . a �� � � 1= - .;
<br /> =I I I—I I I—I I I . I= I I�—I I�I = — I—I I I=1 I�
<br /> =� =1 I 1=�=I I I=��= =I r MIN DINIENSION SAME AS 5. USE ACI MINIMUM 90-DE�REE HOOK FOR
<br /> ��--�� ���---���--���—���—���—���—���—��� FTG THICKNESS
<br /> EMBEDMENT LESS THAN 48 x BAR DIAMETERS
<br /> PAST FACE OF WALL.
<br /> TYPICAL LONG FTG REINF FORM AND GROUT VERT
<br /> �,gx FIRM UNDISTURBED SOIL PANEL JOINT BELOW GRADE 6. WALL DETAILS SHOWN,FOOTING DETAILS SIMILAR. 4. .
<br /> � .
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<br /> TYPICRL STEPPED FOOTING '
<br /> AT TILT-UP WALLS CONSULTANT ■
<br /> TYPICAL CONCRETE STAIR CONSTRUCTION PLAN VIEW- TYPICAL REINFORCEMENT .
<br /> PLACWG DETAIL �� � �
<br /> SECTIC7N SECTION aECT10N _ �
<br /> 3 4 5 �'
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<br /> KEY TO ABBREVIATIONS TACOMA � SEATfLE • SPOKANE •TRI-CITIES ,
<br /> 2215 Nwth 3�th Street,Suite 300 Tacoma,WA 98403
<br /> AB ANCHOR BOLT 253.383.24�iEL z53.38sz57z Ftoc waw.ahbl.c8m WEB .
<br /> ADDL ADDITIONAL L ANGLE •
<br /> ADJ ADJACENT LLH LONG LEG HORIZQNTAL
<br /> AFF ABOVE FINISH FLOOR LLV LONG LEG VERTICAL
<br /> ARCH ARCHITECTURAL,ARCHITECT LOC LOCATION
<br /> ASQ ALLOWABLE STRESS DESIGN MB MACHWE BOLT 1��' L, �O
<br /> BLKG BIflCKING MECH MECHANICAL
<br /> BM BEAM MFR MANUFACTURER ���oF ��$f��p�
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<br /> BNDY B4UNDARY MIW MALLEABLEIRON WASHER �
<br /> BOT BOTTOM NS NEAR SIDE ��
<br /> BRG BEARING NTS NOT TO SCALE
<br /> BS BOTH SIDES NWT NORMAL WEIGHT -
<br /> BTWN BETWEEN 01 OVER ,�' �
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<br /> BU BUILT UP OC ON CENTER �'�U Ze�e � ,
<br /> �+�, °r�aL���� 1
<br /> CIP CAST IN PLACE O.F. OUTSIDE FACE s"S1QNAL �
<br /> CJ GONSTRUCTIOIV/CONTROL JOINT OPP OPPOSITE HAND ,
<br /> CL CENTERLINE 4S6 ORIENTED STRAND BOARD .
<br /> CLG CEILING PC PRE-CAST SUbC'(llttC]IS/Revisions:
<br /> CLR CLEAR PDF POWER DRIVEN FASTENERS,PAF '
<br /> CMU CONCRETE MASONRY UNIT PAF POWER ACTUATED FASTENERS,PDF
<br /> C4L COLUMN PERP PERPENDICULAR � CIlY COMMENTS, VE 5-10— 2018
<br /> CONC CONCRETE PL PLATE
<br /> CONN CONNECT,CONNECTION PLF PQUNDS PER LINEAR FOOT
<br /> CONT CONTINUOUS PNL PANEL
<br /> GSK COUNTERSINK PE,PRE-ENGR PRE-ENGINEERED
<br /> .,
<br /> CTR CENTER PROV PROVIDE
<br /> CVR COVER PW PLYWOOD
<br /> DIA DIAMETER REF REFERENCE
<br /> ELEV ELEVATION REINF REINFORCE,REINFORCEMENT
<br /> EMB EMBEDMENT REQ'D REQUIRED
<br /> ENGR ENGINEER RF ROOF
<br /> EQ EQUALIEQUIVALENT SCHED SCHEDULE '
<br /> EQUIV EQUIVALENT SHTG SHEATHING �
<br /> ES EACH SIDE SIM SIMILAR
<br /> EW EACH WAY SIMP SIMPSON STRONG-TIE
<br /> (E),EX,EXIST EXISTING SOG SLAB ON GRADE
<br /> EXP EXPANSION SPC� SPACING '
<br /> EXT EXTERIOR SQ SQUARE
<br /> FDN FOUNDATION STIFF STIFFENER
<br /> FF FINISH FLOOR SW SHEARWALL
<br /> FFE FINISH FLOOR ELEVATION T&G TONGUE AND GROOVE SI122t TItIe: ''
<br /> FOC FACE OF CONCRETE THK THICK
<br /> FOP FACE OF PANEL THRQ THREADED
<br /> TYPICAL DEfAILS
<br /> FOS FACE OF STUD T.O. TOP�F
<br /> FS FAR SIDE TOC TOP OF CONCRETE '
<br /> FTG FOOTING TOF TOP OF FOOTINC D Q te: 1�22�18
<br /> GA GAGE TOPL TOP OF PLATE • .
<br /> GALV GALVANIZED TOS TOP OF STEEL •
<br /> GG GENERAL CONTRACTOR TOW TOP OF WALL D2SIC�n: �H
<br /> GL GLUELAMINATEQ TRANS,TRANSV TRANSVERSE _
<br /> GLB GLUE lAMINATED BEAM TRTp TREATED �ra W n� C LR m
<br /> GWB GYPSUM WALL BOARD TS TUBE STEEL(HSS) - �
<br /> HGR HANGER TYP TYPIGAL PI'0 2Ct N0: a
<br /> m HSS HOLLOW STEEL SECTION UNa UNLESS NOTED OTHERWISE 1 17-109�AHBL 2170746 N
<br /> � HT HEIGHT Wf WITH o ,,
<br /> � I.F. INSIDE FACE W(0 wiTHouT Approved: p�B `
<br /> ° INT INTERIOR WF WIDE FLANGE o
<br /> hJNT JOINT WHS WELDED HEADED STUD o
<br /> N JST JOIST WTS VJELDED THREADED STUO B u i I d i n g N o:
<br /> K,KIPS KIPS=1000 LBS WWF WELDED WIRE FABRIC � �
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<br /> �, COPYRIGHT CRAFT ARCHITECTS 2017 �o
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