|
_ _ _ _ _ _
<br /> �,
<br /> � REINFORCWG SAME SIZE a- �
<br /> %"SAWCUT x 1/5 SLAB THICKNESS-1%° — ADDITIONAL#3 x 4'-0"ALL SIDES AND SPACING AS LONGIT Q � Q��
<br /> KEY TO ABBREVIATIONS MIN-SAWCUT MUST BE MADE WITHIN 4 O F O P E N I N G FOOTING REINF-LAP 2'-0" ��°
<br /> AB ANCHOR BOLT T012 HOURS AFTER CONCRETE � � M I N W I L O N G I T U D I N A L O �N� �
<br /> ADDL ADDITIONAL L ANGLE HARDENS-BLADES SHALL N OT BE BLUNT S T O P R E I N F A T S L A B T O O L E D J O I N T R=/ � � o M o
<br /> A D J A D J A C E N T L L H L O N G L E G H O R I Z O N T A L A S T O C A U S E C H I P P I N G O F C O N C- JOINT F O O T I N G R E I N F a N�
<br /> AFF ABOVE FINISH FLOOR LLV LONG LEG VERTICAL PROVIDE JOINT SEALANT PER �/ o�� .
<br /> ARCH ARCHITECTURAL,ARCHITECT LOC LOCATION SPECIFICATIONS-INSTALL PER MFR O W a o
<br /> TILT UP PANEL— ���
<br /> A S D A L L O W A B L E S T R E S S D E S I G N M B M A C H I N E B O L T R E C O M M E N D A T I O N S ��
<br /> BLKG BLOCKING MECH MECHANICAL ( � `���
<br /> � BM BEAM MFR MANUFACTURER • • • ' • • • • � y �M~ �
<br /> BNDY BOUNDARY MIW MALLEABLE IRON WASHER SPREAD REINF TO CLEAR N �N�
<br /> BOT BOTTOM NS NEAR SIDE �g � o � C4 � cQ � o � cS �
<br /> BRG BEARING NTS NOT TO SCALE � � c 4� c 4 � o c 4 � R E Q pING CUT W.W.F.AS W Z��
<br /> — — — — — — — -
<br /> —
<br /> BS BOTH SIDES Nwr NORMAL WEIGHT =I I I-I I I.=I I I. I I I. . .I I I=I I I.=I I I=I I I.=I I I I I I.-I =I I I I I I I I I I I I=I I I. I I —I I I I I I I I I=I I I-I REINFORCING SHOWN IS 0 � a a � "
<br /> BTWN BETWEEN 0/ OVER
<br /> F R �
<br /> BU BUILT UP OC ON CENTER � rn
<br /> CIP CAST IN PLACE O.F. OUTSIDE FACE SLAB REINF EACH FACE OF WALL OR SLAB
<br /> %4"DIA x 1'-2° THICKNESS GREATER THAN 6" ' ° _ _ _ ^ �
<br /> CJ CONSTRUCTIONICONTROL JOINT OPP OPPOSITE HAND ACROSS JOINT GREASED SMOOTH -AT WALL OR SLABS 6"OR ��_fl"M�N a I I I=I I I-I I I- � .
<br /> ��=1 I 1=1 I 1=1
<br /> CL CENTERLINE OSB ORIENTED STRAND BOARD DOWEL AT 12"O.C.AT LESS PLACE REINFORCING AT A ° � i°
<br /> �—��
<br /> CLG CEILING PC PRE-CAST CL SLAB �� —I I I- "'
<br /> CLR CLEAR PDF P O W E R D R I V E N F A S T E N E R S,P A F �. :.., ' I I I= �J �
<br /> CMU CONCRETE MASONRY UNIT PAF POWER ACTUATED FASTENERS,POF TYPICAL CONTROL JOINT TYPICAL CONSTRUCTION JOINT L -
<br /> co� co�uMrv PERP PERPEN�icuu�R TYPICAL REINFORCING AT OPENINGS � � L � '' '
<br /> a. a I—I I' •— �
<br /> 111-
<br /> C O N C C O N C R E T E P L P L A T E „ a � Y
<br /> I CONN CONNECT,CONNECTION PLF POUNDS PER LINEAR FOOT LESS THAN "I2 IN CONC WALL OR SLAB � _ � — � (� .
<br /> � %"MIN � a I I I, I i I—I I I=I I =I I I= I i=l' ��� L > x
<br /> cONT CONTINUOUS PNL PANEL —I I I.. I I I=I I I...I I I.. I I I...I I I ..i I'. �� � n , �°
<br /> CSK COUNTERSINK PE,PRE-ENGR PRE-ENGINEERED S E G T I O N N 2 M� a I I I- � W U � �
<br /> ��
<br /> CTR CENTER PROV PROVIDE - aQ II I'
<br /> CVR COVER PW PLYWOOD �
<br /> #
<br /> I ° � � J
<br /> ��
<br /> ��
<br /> DIA DIAMETER REF REFERENCE 1�� = 1�-O° ... a..., ;, -.. a II I I�I� � . � (f� � . �; �
<br /> � ELEV ELEVATION REINF REINFORCE,REINFORCEMENT REINFORCING SHOWN IS FOR PROVIDE REINF AROUND OPENINGS TO ���_ FOOTING THICKNESS PER ^ , � � �
<br /> EMB EMBEDMENT REQ'D REQUIRED EACH FACE OF WALL OR SLAB REPLACE NORMAL REINF INTERRUPTED BY � I 1 i W
<br /> PLAN AND DETAILS � � �Q,� � ���
<br /> ENGR ENGINEER RF ROOF THICKNESS GREATER THAN 6 OPENIN�-USE AN AMOUNT ON EA EDGE a I-I I I- ��
<br /> EQ EQUAUEQUIVALENT SCHED SCHEDULE -AT WALL OR SLABS 6"OR EQUAL TO\THE AMOUNT OF INTERRUPTED I I I I I I I I-I I I-I I I-I I I-I(I I I I-I I I-I I I=
<br /> =I I I=I I I=I I I—I I I—I I I—I I I I I I=I I I=I I I=' MIN DIMENSION SAME AS ' � o �
<br /> LESS PLACE REINFORCING AT NORMAL REINF IN THE DIRECTION PARALLEL TO �� ��� ���-��� ���-���-,��-���-���-�� V� �
<br /> EQUIV EQUIVALENT SHTG SHEATHING FTG THICKNESS
<br /> ES EACH SIDE SIM SIMILAR CL THAT EDGE-MIN � � �
<br /> EW EACH WAY SIMP SIMPSON STRONG-TIE TYPICAL LONG FTG REINF � FORM AND GROUT VERT � � � � �
<br /> (E),EX,EXIST EXISTING SOG SLAB ON GRADE EXCAVATION PIPE SLEEVE PANEL JOINT BELOW GRADE � �
<br /> EXP EXPANSION SPCG SPACING FIRM UNDISTURBED SOIL
<br /> ^ , �;
<br /> � EXT EXTERIOR SQ SQUARE _ a W � � .
<br /> FDN FOUNDATION STIFF STIFFENER I � I- ° ° : � � � �
<br /> FF FINISH FLOOR SW SHEARWALL -I I � I I I a a TYPICAL STEPPED FOOTING 1: '— :�' �
<br /> FFE FINISH FLOOR ELEVATION T&G TONGUE AND GROOVE . I I_ _ - a (n � o
<br /> FOC FACE OF CONCRETE THK THICK =I I I I I O AT TILT-UP WALLS � L '� J �
<br /> FOM FACE OF MASONRY THRD THREADED I � I- _ = d � �° y � � �
<br /> . FOS FACE OF STUD T.O. TOP OF -I I I � I I I � " �
<br /> F S F A R S I D E T O C T O P O F C O N C R E T E � � � a ° a 4 ; � '� �
<br /> FTG FOOTING TOF TOP OF FOOTING I �o I = z � ) '� � �
<br /> a . � � 1 #5 X 4'-0"EA CORNER TYP � �
<br /> -II III a a = � O 4 a F� � ?
<br /> G A G A G E T O P L T O P O F P L A T E a �
<br /> G A L V G A L V A N I Z E D T O S T O P O F S T E E L I I I O I I I I � a a �
<br /> GC GENERAL CONTRACTOR TOW TOP OF WALL a � o a a . a �Q S E C T 1 O N � � � '
<br /> GL GLUE LAMINATED TRANS,TRANSV TRANSVERSE I�I�-�I I I�I I � � = z. Z � � �y „ , „ � � ~ °
<br /> � c m
<br /> GLB GLUE LAMINATED BEAM TRTD TREATED � � Cg C4o � � C4a C4o 1 = 1 -0 � �
<br /> � •o v
<br /> � � ��- ���- �€
<br /> GWB GYPSUM WALL BOARD TS TUBE STEEL(HSS) _ _ _ _ _ _ '
<br /> H G R H A N G E R T Y P T Y P I C A L 2 � � -I I I �� C 4 I I=� 2�_p° � a c� a
<br /> I HSS HOLLOW STEEL SECTION UNO UNLESS NOTED OTHERWISE ��� _ _ _ _ _ �I I O � I=I� TYP ,p OMIT L 3x3 IF EDGE a�,�, ' „ ;��� ; ,..����: ��< ;, .
<br /> HT HEIGHT W/ WITH i I_I_ =I I I- `L,`yQ D.IST LESS THAN 1'-0" _ � ;
<br /> I.F. INSIDE FACE WI0 WITHOUT ' PIPE PARALLEL TO �o � � � I I- �g -I I I i DECK PENETRATION 16" 3��w�� � ��
<br /> NT OINRIOR WHS WE DED HE DED STUD WALL � -I I I I I I I =I I I I I I I� " �`��o�� :
<br /> DIA(OR 16 x 16"}O R 3 o w� <
<br /> JST JOIST WTS WELDED THREADED STUD �-�� � � ��-� ��- TYPICAL REINFORCINGAT �Ess o�oo��� �
<br /> NO EXCAVATION FOR PIPE „ � ����a�w
<br /> � K,K�Ps K�Ps=�000�as wwF wE��E�wiRE FABR�c OPENINGS GREATER THAN 12 IN , ���z�a< �
<br /> OR DUCTS PARALLEL TO FTG �� dr� �N W�o ;
<br /> BELOW THIS LINE STEP AS CONC WALL OR SLAB `�lr ¢� a �
<br /> REQDO �� � ~ Z���~�a
<br /> ' COMPACTED STRUCTURAL + + � �����'� ���r�,r`�� � ���o w o z �
<br /> FILL OR LEAN CONCRETE AT . � f � � w a a Q��N w z Q
<br /> G.C.OPTION + + L 3 x 3 x 4 EA SIDE OF a w � = '�� a z � ��w���� �
<br /> + + � PENETRATION � �, `��� ����� � ��o��wQ �`; .
<br /> TYPICAL DETAIL OF PIPE AT CONCRETE + + rrj�`'� s��" w� � ���Q��� ��
<br /> �.� w =�__� �
<br /> � FOOTING P � �
<br /> 4.� mazZ�-z�
<br /> i���
<br /> / + + ="oo�o�
<br /> zFa�Q�
<br /> SECTION SECTION � � =¢�=�a� 3
<br /> + + ��oFN�y
<br /> 2 3 ��zUz�� �
<br /> wz�Q�a
<br /> + + EXTEND2'-0"BEYOND €m��<o �;
<br /> 'I�� _ ��-O° ��� _ ')�_0�� + + PENE EA SIDE �,� �
<br /> _ . . . . _ �5,... . .�����f Z , „ �
<br /> � . . . . . � � . . . � I + + � �. . .
<br /> _ . . . . . . . . . . . . � � . I ` � _
<br /> - . .. . � . ' . . . . . � . + + . . � .
<br /> 1 112"CLR MIN 180-DEGREE 48 x BAR DIA(15" � l' •�
<br /> � �
<br /> HOOK -LAP 48 x BAR MIN)TYP ALL i t,�... � o -
<br /> 6"DIA STD PIPE FILLED WI DIA HORIZ REINF CORNER BARS � �/ ^ `�'
<br /> ' CONCRETE CROWNED AT � ( �� � � � � o
<br /> 3� -� L.L o oi
<br /> � TOP-PAWT HIGH VISIBILITY I ( _ _ _ _ _ � %"DIA PUDDLE WELD �' ai � ,-� .
<br /> � #8 SCREWS AT 24"O.C. O AT LOCATIONS WHERE WALL DOES � � � 1O
<br /> YELLOW � ( — AT EA DECK VALLEY- V M N
<br /> • ' EACH END AT DECK NOT ALIGN WI DECK VALLEY- TYP � (�j) � �
<br /> � ( I VALLEYEACH SIDE OF PROVIDE 16ga PLABOVE WALL CL DECK SUPPORTS TYPICAL OPENINGS IN METAL DECK LESS z, �, ~ � �;
<br /> ii � wA�� THAN 16" DIA (OR 16" x 16") °: � Q
<br /> I I � .
<br /> � � �,;� • • LAP 24 DIA WI •� ALTER- O 8'-0"MAX ~ ��
<br /> >:r n�,:'_'' ...v� .. :.., . �r, ,.1,. . :.°'° ;
<br /> �:
<br /> I I � � HORIZ REINF NATING
<br /> � CORNER �
<br /> SLAB AND REINF PER I I z '� i
<br /> PLAN � � BARS NOTE: COPE ONE LEG AND - R;
<br /> I I � � Z � AS CONN AT MISALIGNED DECK aEN�assHowN-TYP �� -�
<br /> I I ¢ + � � � SUPPORT MEMBER �
<br /> SUPPORT MEMBER � �
<br /> �, �� SHOWN AT CONTRACTOR'S i �� -o a
<br /> � � �
<br /> I I i OPTION:OMIT COPED
<br /> � � � FASTEN TRACK TO LEG AND BUTf WELD L 4 x 4 x% _ �' � a
<br /> � � DECKWII"DIA PUDDLE L 5 x 5 x 5116 L4x4 TO L5x5 � � `
<br /> T-- — --�
<br /> � � � � WELDS AT 24"O.C. � � � � � � �� �.I (� ��<`
<br /> � • � � �• I I �• -- • � � I � � � � � � � � � � � � - - - - - - - — � � � Q �
<br /> ,�
<br /> �� � � � U� Q � � ':
<br /> L -� � � � �
<br /> � . � .. :. ' D . � . . �
<br /> . .... . , � ._ � .
<br /> ' � � i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - /�� � O �
<br /> . . . _I . I ' p . � . � . / .
<br /> . �d ' � • . . . . ii � f6 �� ��':
<br /> L (n
<br /> � � , � � ° `� ' — — — — — ' � � � ADD'L 16ga CONT I I � W � ��`
<br /> 6 0 � Q
<br /> TRACK ABV WALL DECK ORIENTED PARALLEL T0 I I ,
<br /> I I=I I I=I I I=I I I—I I I-I I I D I I °. .° I I=I I I=I I I=I I I I I I=I I I= NOTES: WALL SHOWN- � I I
<br /> —"�—�"—�I I=I I I—I I I—I I I I I—I I I—I" �� �'�— DECK PERPENDICULAR TO WALL �" ••
<br /> =I I I I I I=I I I—o P °I I . I(I=I I I=I I I= 1. VERTIGAL REINFORCEMENT SHOWN IS ADDITIONAL SIMILAR I I s� �
<br /> I I—I I 1=1 I I=I I —I I I-1 I 1=1 IF NORMAL REINFORCEMENT IS NOT IN PROPER STUD TRACK TO STUD WIDTH � � i � m ,
<br /> =I I I I I o . P I I—I LOCATION. 48 x BAR DIA MATCH STUD GA PLUS 118" � I ( � ai � �
<br /> � _ � (15"MIN}TYP 0 � I � " � '� .
<br /> Z i I I Ii i , . ,� ���—� SPLICE UNO � � � � o
<br /> � . . 2. CORNER BARS ARE SAME SIZE AND SPACING AS ��3° � � i q a,
<br /> � a D , .°. P HORIZONTAL REINFORCEMENT. � I I � ' `�
<br /> _ I �
<br /> 3. 90-DEGREE HOOKS MAY BE SUBSTITUTED FOR ����",``�Y��,' ,`�� ��"�`��v'A,�_ -�°`�
<br /> _� �—� ��_ _
<br /> 1=111,,,111-111-111= TYPICAL CONN TO ROOF DECK
<br /> � CONCRETE CORNER BARS. SEE NOTE#5. � �
<br /> i I DECK � '
<br /> 6"MIN 4. REINFORCEMENT AT ALL WALL CORNERS,ENDS, 0.145"DIA POWDER ACTUATED I PENETRATION I
<br /> AND INTERSECTIONS SHALL BE FABRICATED AND �� � �'
<br /> PLACED IN ACCORDANCE WITH APPROPRIATE FASTENERS AT 24 O.C. � �
<br /> DETAIL SHOWN. I � �—
<br /> �,
<br /> �_.
<br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z �
<br /> � � � w ��
<br /> TYPICAL BOLLARD 5. USE ACI MINIMUM 90-DEGREE HOOK FOR x x x x x - - - - - - - - - _ - '`
<br /> i �
<br /> EMBEDMENT LESS THAN 48 x BAR DIAMETERS � � � ��
<br /> � PAST FACE OF WALL. � W �;3
<br /> L4x4x114 Q S
<br /> 6. CONCRETE WALLS SHOWN,MASONRY WALLS _ O � ADD'L 16ga CONT 3/16 � � � � �
<br /> SIMILAR. TRACK ABV WALL L 5 x 5 x%g NP W o v o ��
<br /> 3(16 � � wN � �
<br /> � 7. WALL DETAILS SHOWN,FOOTING DETAILS SIMILAR. o � a v o �
<br /> STUD TRACK TO STUD WIDTH SUPPORT
<br /> '� h
<br /> MEMBER Q Q a �, a.:
<br /> ' MATCH STUD GA � PLUS 1/8" � � �„ I �
<br /> � � � ���� � �� a � �s
<br /> �1� COPE , � �E ...�A:��.�.,��a:� ���
<br /> ♦ y �� �
<br /> ��3,� BOTfOM �� ��tY �:.�
<br /> � LEG � � �fr ��� �«�
<br /> PLAN VIEW - TYPICAL ' �� .�g�:� � � � �
<br /> REINFORCEMENT PLACING TYPICAL CONN TO FLOOR DECK TYPICAL OPENINGS IN METAL DECK '" ������ � O � '
<br /> , DETAIL OR PRE-CAST ROOF/FLOOR PLANK GREATER THAN 16" DIA (OR 16" x 16") � �"'` �;
<br /> �
<br /> ■ � ' N
<br /> . ECT10�1 0 � a
<br /> T A C 0 M A•SEATTLE•SPOKANE•TRI-CITIES ` � � ��
<br /> SECTION SECTION SECTION �
<br /> 5 6 7 �„ _ �,_o„ 8 t� � �
<br /> �� � �� ��� = 1'_0" �„ = 1'-0"
<br /> � _ � —d 2 53.383.24 2�tE S 253t3 3U2572�Ax TawwwahbW��03 � c�i1 `
<br /> � � �
<br /> � � � � � ����`� �.,� ti.��'��_,-�; rm��� �
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