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<br /> a fc=3000 PSI fc=4000 PSI fc=5000 PSI BAR STANDARD 180 DEGREE HOOK STANDARD 90 DEGREE HOOK STIRRUP HOOKSiTIES SEISMIC STIRRUP/TIE � ,
<br /> cv BAR
<br /> � SIZE �d OTHER BARS TOP BARS �d OTHER BAR TOP BARS �d OTHER BARS TOP BARS SIZE � D A OR G J BAR SIZE D A OR G BAR D D 90 DEGREE 135 DEGREE 135 DEGREE SEISMIC H00 SECOND POUR FIRST POUR i
<br /> LAP SPLICE LAP SPLICE LAP SPLICE LAP SPLICE LAP SPLICE LAP SPLICE SIZE �
<br /> � #3 6db 21l4" 5" 3" #3 2 1 i4" 6" A or G A or G APPROX. H A or G APPROX. H 1/8"x 1 1/2"PREMOLDED CONTINUOUS �
<br /> #3 16" 21" 28" 14" 18" 24" 13" 17" 22" MASTIC JOINT STRIP OR PREMOLDED BURKE"KEYED KOLD"JOINT. j
<br /> � #4 6db 3" 6" 4" #4 3" 8" #3 4db 11/2" 4" 4" 21/2" 41/4" 3" I i
<br /> > #4 22" 28" 37" 19" 25" 32" 17" 22" 29" CONSTRUCTION JOINT(MAY BE SAWCUT CONC. SIAB&REINF. STOP REINFORCING CLEAR OF
<br /> w CONC. SLAB&REINF. � AT OWNERS OPTION).SAWN JOINT SHALL RE:PLAN JOINT EACH SIDE. ' '
<br /> v #5 6db 3 3/4" 7" 5" #5 3 314" 10" #4 4db 2" 41/2" 4 1/2" 3" 4 1l2" 3° ' ' �
<br /> W #5 27" 36" 46" 24" 31" 40" 21" 28" 36" RE: PLAN � BE MADE AS SOON AS POSSIBLE , U o
<br /> � , #6 6db 4 1/2" 8" 6° #6 41/2" 1'-0" #5 4db 2 1/2" 6" 5 1/2" 3 3/4" 5 1l2" 3 3/4" ' WiTHOUT DAMAGE TO SURFACE. �. ' Z rn
<br /> � #6 33" 43" 56" 28" 37" 48" 25" 33" 43' ! Q
<br /> � - #7 6db 51/4" 10" 7" #7 51/4" 1'-2" #6 6db 41/2" 1'-0" 7 3/4" 41/2" 7 3/4" 41/2° � a.a a ' �
<br /> Z #7 48" 62" 81" 42" 54" 70" 37" 48" 63" aa 9 °a ---- --- - --- -- -- -- �;
<br /> � �� �� �� � #8 6db 6„ ��„ $�� #8 6" 1'-4" #7 6db 5114,� ��_2., g„ 5114„ g„ 51 l4° a- �--Q- -°��-- a ; �-a-a--�--=-- _-- � �
<br /> � #8 55" 71" 93" 47" 62 80 42 55" 72' - � � �/ ./ -y�
<br /> 0 0 0 � � � o o� o 0 0�� �.���L IC�< ' 1�LJ p L � � .
<br /> ,
<br /> #9 8d b 91/2" 1'-3" 11 3/4" #9 91/2" 1'-7" #8 6db 6" 1'-4" 101/4" 6" 10 1/4" 6" � � �>����� , � c( � � � o
<br /> Q #9 62" 80" 104" 53" 69" 90" 48" 62° 81° o p o ` o o _ , , ; -I i I- I- � M � '
<br /> _- iii- _ - -Ii -II� �
<br /> 00 #10 8db 10 3/4" 1'-5" 1'-1 1/4" #10 10 3!4" 1'-10" O Q = Q �� '�-1 I � -���_�I I �- �I- -=- C a� N •
<br /> � #1 0 6 8" 8 9" 1 1 6" 5 9" 7 7" 1 0 0" 5 3" 6 9" 9 0"
<br /> 6 d b f o r#3,#4,#5 0 o p o �-. a 6 I �- I I (I �- ._ �. �
<br /> 12db for#6,#7,#8 i �� N �
<br /> Z #11 8db 12" 1'-7" 1'-2 3/4" #11 12" 2'-0" 6�
<br /> v� #11 75" 98" 127" 65" 85" 110° 58" 76" 99" O O ii 6 O ii CUT ALT.WIRES COMPACTED SUBGRADE AND W � o
<br /> o � #14 10db 181/4° 2'-3" 1'-9 3/4" #14 181/4" 2'-7" , AT JOINT GRANULAR FILL VAPOR BARRIER COMPACTED SUBGRADE AND _ �' ^ m
<br /> W LAP SPLICE SCHEDULE NOTES: „ „ , , „ +� % + _ % + = RE:GEOTECHNICAL ENGINEER'S RE:GEOTEGHNICAL GRANULAR FILL (� `n ? a`,
<br /> a il 1. TENSION LAP SPLICE SHOWN ABOVE FOR CONCRETE COVER GREATER THAN OR EQUAL TO BAR DIAMETER A D #18 10db 24 3'-0 2'-4 1l2" #18 24' 3-5 � ° VAPOR BARRIER � ENGINEER RE:GEOTECHNICAL ENGINEER'S `' � `" °'
<br /> RECOMMENDATIONS � � ���
<br /> w CENTER TO CENTER SPACING GREATER THAN OR EQUAL TO TWO BAR DIAMETERS(SPACING AND COVER CA E1). HOOK � � � RE:GEOTECHNICAL (6 MIL.MIN.) RECOMMENDATIONS V ;� v �
<br /> � � TENSION LAP SPLICE SHOWN ABOVE ARE CLASS B SPLICES. A or G O � I d o d o I db ENGINEER � �`-' ��
<br /> cai� I � � z � z z !. (6 MIL. MIN.) +L-� o cNo �
<br /> Z ''� 2. "OTHER BARS"ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12"OF CONCRETE CAST BE W \ J J =� ; � � 0 3
<br /> � � '+ ' � r+ � � � i PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE
<br /> g T H E B A R. � � �_ � o �� wo O ow � � TO BREAK UP SLAB WTO RECTANGULAR AREAS OF 400 SQUARE FEET PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE t..�
<br /> 4db or o -a
<br /> PR X. ARE AND HAVE NO A UTE
<br /> „ �� OR LESS.AREAS SHALL BE AP 0 SQU C
<br /> T
<br /> N i TO BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEE
<br /> ��!i 3. 'TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 OF CONCRETE CAST BELOW THE BARS. 21/2"MIN. ¢ � ��� ��� i ��= AN LES.JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT.
<br /> �+ �+ �+ � OR LESS.AREAS SHALL BE APPROX.SQUARE AND HAVE NO ACUTE �
<br /> I! 4. COMPRESSION LAP SPLICES SHALL BE 30 BAR DIAMETERS MIN. U.N.O.ON THE DRAWINGS 90 DEGREE � 135 DEGREE � 6db for#3,#4,#5 ANGLES.JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT.
<br /> STIRRUP HOOKSITIES STIRRUPS HOOKSITIES 12db for#6,#7,#8
<br /> ' S. DEVELOPMENT LENGTH(Ld)IS"OTHER BARS",CLASS A. STANDARD 180 DEGREE HOOK STANDARD 90 DEGREE HOOK ,
<br /> D=FINISHED INSIDE BEND DIAMETER A=,�INISHED INSIDE BEND DIAMETER 135 DEGREE SEISMIC STIRRUPSITIES �
<br /> SCALE: 3/4" = 1'-0" SCALE: 3i4"= 1'-0" SCALE: 3/4" = 1 -0 SCALE: 3!4" = 1'-0" SCAIE: 3/4" = 1'-0" N
<br /> - �' TYPICAL LAP SPLICE SCHEDULE 2 STANDARD HOOK DETAILS 3 STIRRUP and TIE HOOK DETAILS �4� TYPICAL SHRINKAGE CONTROL JOINT (S.J.) 5 TYPICAL CONSTRUCTION JOINT (C.J.) , � � � ���r�Jf� "
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<br /> i� SEE PLAN FOR NOTE: #4x4'-0"AT 12"OC �
<br /> STEP LOCATION TYPICAL FOOTING REINFORCING � CORNER BARS 1.LAP WALL REINFORCING PER SCHEDULE. CORNER BARS CORNER BARS 1.LAP WALL REINFORCING PER SCHEDULE. CORNER BARS ���t� ��:-'
<br /> � S S NOT SHOWN FOR CLARITY � �p;' � �=� WISTD.90 DEGREE HOOKS W/STD.90 DEGREE W/STD.90 DEGREE HOOKS WISTD.90 DEGREE `� `�'� �'� �
<br /> 1.5 H � OR CORNER BARS TO MATCH 2.START HORIZ.AND VERT.BARS 1"CLEAR HOOK TO MATCH OR CORNER BARS TO MATCH 2.START HORIZ.AND VERT. BARS 1"CLEAR HOOK TO MATCH
<br /> - HORIZ. REINFORCEMENT. � OF EDGE OF OPENING.SPACE BAR AT CROSS WALL HORIZ.REINFORCEMENT. -,� OF EDGE OF OPENING.SPACE BAR AT CROSS WALL '
<br /> • I EQUIVALENT SPACES NOT TO EXCEED REINFORCING ' EQUIVALENT SPACES NOT TO EXCEED REINFORCING
<br /> � �P+ H � REQUIRED SPACING. (ALT.HOOKS) LAP+H , REQUIRED SPACING. � (ALT. HOOKS)
<br /> i
<br /> I I I-1 I I-1 I 1=1 I 1=�� � � �
<br /> (1)#3 EACH WAY � I i i-1 i 1=1 I(=I I I,=I�� + LAP+H + � � LAP+H �
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<br /> �°MiN. • �-I I I-1 I 1-���_�i�- � 2 # / � � � �z�#s coNT. _ � � � o
<br /> AROUND COLUMN � ��;=1 i�_' O 5 CONT. + � �\ � Q � � N
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<br /> a _ � � � _ � �� _ ` (1)#4 EACH NOSE �i- ` • -ta--s� . ._ � � . . o o �
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<br /> a a° CONTROL JOINTS (2)#5 CONT. � �9 ° a � q � (2)#5 CONT. • � � °° a . a�^ I
<br /> a _ N - o ,a • -_
<br /> � <_�_�a .�� �; srs � �a� o . VERT. REINF. � . , _ `..�
<br /> ' . � �2 VERT. REINF. a HORIZ. REINF. LAP TIES " �� PER PLAN � �` � HORIZ.REINF. �
<br /> ' � �a j� " TERMINATE HORIZ. � �_ � w
<br /> � a �� ����` � a � � � � ' ° ���, ' � . REINF.W/STD.90 ��° PER PLAN .�aa� �, PER PLAN TO MATCH SIZE AND �a. � � INSIDE HORIZ. BARS � °� PER PLAN � w
<br /> ;i � - � DEGREE HOOK a` SPACING OF HORIZ. W/STD 90 DEGREE � � o
<br /> � �� a 8 NOTE: DOWN(OR) HORIZ. REINF. WALL BARS HOOKS TO MATCH z
<br /> 1-5 - - _ �-;; � 1l2"MASTIC JOINT i , � �� _ VERT. REINF. � p� i z' �, �
<br /> #4 AT 18'OC PER PLAN PER SCHEDULE. -- HORIZ. ; - ; O 01
<br /> j � �, AROUND COL.TYPICAL • I I I=i STAIR DESIGN PROVIDE TIES U � a ; � a� PER PLAN v� � '
<br /> 1-5 � " �., � I I I-I I EACH WAY PER ARCHITECT TO MATCH � � � REINFORCtNG. � F-I V ��
<br /> ADD(2)#4x i� � � °� �j � �� � I I I� HORIZ. BARS � ' � r�• � •� �' zI U U�
<br /> BOTTOM �� �. - � 'L _ -I I I-)I I-I I I I I I=I �
<br /> i
<br /> ' a �F o � ` a a ; � � � � - _ _ � -I�I;�I�=I I I I I= (2)#4 HORIZ. _ - �� p�
<br /> COLUMN a.• �� I �
<br /> � , .I, ° � aa. - � ' � � � I I I I I I=I �- HORIZ.REINF. i � � �j
<br /> � \ RE:PLAN � �I=I I - RE:ARCHITECTURAL i
<br /> ADD(1)#4x 1'-5" �._ � � a �� ����_. _ M
<br /> =I I( . . I-I I DRAWINGS FOR ADDITIONAL H H (2)#5 CONT. � � � �� PER PLAN � � i z � ��
<br /> A T B O T f O M O F - - - - - =1 I I I- I N F O R M A T I O N. � � H � � m m�
<br /> � (2)#5 CONT. -� �-- VERT. REINF. -��---�
<br /> I I I-I( P E R P L A N n P� O w w
<br /> FOUNDATION WALL -� _�I I,;�I I 1��s'I,�,I I I-� =I I =1 I I=I I =��� U � �
<br /> T T=F O O T I N G T H I C K N E S S '' I�� $I��_ �
<br /> s�A�E: 3,4�� - ,�-o�� s�A�E: 3,4�� - ,�_o�� s�A�E: 3,4��- ,�_o�� , s�A�E: 3,4��- ,����N G L E C U R T A I N W A L L R E I N F O R C E M E N T S C A L E: 3,4„ = ,�o�U B L E C U R T A I N W A L L R E I N F�R C E M E N T o
<br /> z
<br /> ���� �',6, TYPICAL STEPPED FOOTING 7 TYPICAL SLAB ISOLATION JOINT g TYPICAL STAIR ON GRADE � PLACEMENT 1 0 PLACEMENT � � � � � .
<br /> ❑ ❑ � .. �
<br /> --____ ----- -- ---- - - - � �
<br /> �- TOP MAT REBAR PER PLAN � � o 0
<br /> P TE TION RATING RE:ARCH. PARALLEL TO BANDED TENDONS o � ,� � � N �
<br /> R E Q U I R E D F I R E R O C ( ) R E Q U I R E D F I R E P R O T E C T I O N R A T I N G R E:A R C H. T w � _
<br /> � ) eo -
<br /> TOP OF SLAB M w � o o � o
<br /> II � c.� o m
<br /> MINIMUM COVER TO POST TENSION TENDON --- TOP MAT REBAR PER PLAN � �I a � � �
<br /> ' M MINIMUM CONCRETE THICKNESS 4 HR 3 HR 2 HR 1 HR IN SLAB PER IBC TABLE 721.1 (1) 4 HR 3 HR 2 HR 1 HR ( PERPENDICULAR TO BANDED TENDONS w c�i� �
<br /> '� � � � DISTRIBUTED TENDONS � m �j o Q } � w
<br /> `� � � MINIMUM WALLTHICKNESS PER IBC TABLE 721.1( ) 7" 6.2" 5" 3.5" UNRESTRAWED(END SPANS) 2.4" 1.8" 1.8" PER PLAN p z Q U w o 0 o w ►_-
<br /> `� � CONCRETE EXPOSURE MINIMUM � CONCRETE EXPOSURE MINIMUM
<br /> -� w c� cn Y v� o c� a o
<br /> � COVER � �� ; �� ° ° � �
<br /> � COVER MINIMUM SLAB THICKNESS PER IBC TABLE 721.1{3 7 � 6.2 5 3.5 RESTRAINED(WTERIOR SPANS) 1.5' I 1.2" 0.9" 0.9" �
<br /> C, I (INCHES) �"' � (INCHES) -
<br /> �� � a � NOTES: NOTES:
<br /> � ¢ 1. SILICEOUS AGGREGATE ASSUMED. 1. THE ABOVE MINIMUM CONCRETE COVER TO TENDONS HAS BEEN INCREASED BY 20 PERCENT � _ � _ w
<br /> (a) ' CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH � 3° (a) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" FOR SLABS WITH SILICEOUS AGGREGATE-IBC TABLE 720.1 (1)FOTNOTE f. _ _ _ _ - _ _ _ - o
<br /> ' 2. C O V E R T O T H E P R E S T R E S S I N G S T E E L S H A L L B E I N C R E A S E D 1/2"A T A N C H O R S. - - - _� 0 0
<br /> I i 3. MINIMUM COVER TO STEEL BEARING PLATES SHALL BE 1"IN BEAMS AND 3/4"IN SLABS. � ,/ cgn ' "
<br /> (b) !, CONCRETE EXPOSED TO EARTH OR WEATHER (b) ; CONCRETE EXPOSED TO EARTH OR WEATHER
<br /> %. .
<br /> I N0.6 THROUGH N0. 18 BARS 2" I. WALL PANEIS, SLABS,JOISTS 1" �� �
<br /> '�, N0.5 BARS AND SMALLER 1 112" � OTHER MEMBERS 1 1/2" � J ; �
<br /> � LL
<br /> , z
<br /> � REQUIRED FIRE PROTECTION RATING RE:ARCH.
<br /> c ' CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND c ' CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND ( ) MINIMUM COVER TO POST TENSION TENDON REQUIRED FIRE PROTECTION RATING(RE:ARCH.) � z �� BANDED TENDON �
<br /> O � )
<br /> a. a
<br /> a
<br /> SLABS,WALLS,JOISTS: SLABS,WALLS,JOISTS: 3l4"
<br /> MINIMUM COVER TO SLAB REINFORCING STEE IN BEAS AND GIRDERS 12"WIDE o g o PER PLAN -� I
<br /> . R � w a w� �- BOTTOM MAT REBAR PER PLAN
<br /> ., R HR 1 H
<br /> PER IBC TABLE 721.1 3 FOOTNOTE b. 4 HR 3 H 2 R ATER PER IB TABLE 721.1 4 HR 3 HR 2 HR 1 HR w
<br /> N0. 14 AND N0. 18 BARS 1 1/2 BEAMS,COLUMNS,TENSION TIES. � � AND G E C (1} � � o
<br /> a
<br /> '' � w z MID-DEPTH REBAR PERPENDICULAR TO BANDED TENDONS
<br /> N0. 11 BARS AND SMALIER 3/4" PRIMARY REINFORCEMENT,TIES, 1 1/2" m a ¢ i
<br /> UNRESTRAINED END SPANS 1 5/8" 1 1/4" 1" 3/4" UNRESTRAINED END SPANS 3" 2 1/2" 2" ' 1 1/2" -
<br /> BEAMS,COLUMNS: STIRRUPS,SPIRALS,TIES 1" � ) ( ) � m PER PLAN �-- gOTTOM MAT REBAR PER PLAN
<br /> PRIMARY REINFORCEMENT,TIES, -
<br /> ;
<br /> II�
<br /> STIRRUPS,SPIRALS 1 1/2" RESTRAfNED(INTERIOR SPANS) 3/4" 3/4" 3/4" 3/4" RESTRAINED(INTERIOR SPANS) 2" 1 3/4" i 1 1/2" 1 1/2" � PARALLEL TO BANDED TENDONS
<br /> ���
<br /> NOTES: NOTES:
<br /> NOTES: THE ABOVE MINIMUM CONCRETE COVER SHALL BE PROVED FOR DEFORMED NOTES: THE ABOVE MINIMUM CONCRETE COVER SHALL BE PROVED FOR DEFORMED 1. SILICEOUS AGGREGATE ASSUMED. 1. FOR NON-PRESTRESSED CONCRETE SLABS PROVIDE COVER TO REINFORCING BARS PER 11/S6.00 �
<br /> REtNFORCING BARS, BUT SHALL NOT BE LESS THAN THAT REQUIRED TO PROVIDE REINFORCING BARS, BUT SHALL NOT BE LESS THAN THAT REQUIRED TO PROVIDE UNLESS GREATER COVER IS REQUIRED FOR FIRE PROTECTION PER 13/S6.00. .
<br /> p FIRE PROTECTION-SEE DETAIL 13 THIS SHEET. � FIRE PROTECTION-SEE DETAIL 13 THIS SHEET. M I N I M U M CO N C RETE TH(C KN E S S AN D CO N C R ETE M I N I M U M CO N C RETE COVE R FO R 2. FOR PRESTRESSED CONCRETE SLABS PROVIDE COVER TO REINFORCING BARS PER 12/S6.00
<br /> UNLESS GREATER COVER IS REQUIRED FOR FIRE PROTECTION PER 13/S6.00.
<br /> . �o,NCRETE PROTECTION FOR REINFOREMENT . � ,NCRETE PROTECTION FOR REINFOREMENT .P R„ _o,T,�CTION FOR REINFOREMENT IN FIRE RATED . „ _ , „OST TENSION TENDONS IN FIRE RATED 3. FORPOSTTENSIONTENDONSPROVIDECOVERPER14/S6.00.
<br /> S C A L E. 3/4 -T-U" S C A L E. 3/4 �-n" S C A L E. 3/A� '=1 -D S C A L E. 3/4 - 1 -�
<br /> SCALE: 3/4 - 1 -0
<br /> 11 ', C.I.P. CONCRETE �NON-PRESTRESSED) 12 CAST-IN-PLACE CONCRETE (PRESTRESSED� 13 CONCRETE WALLS AND SLABS _14� CONCRETE SLABS, BEAMS AND GIRDERS 15 SLAB REINFORCEMENT PLACEMENT DETAIL
<br /> #3 TIES AT 21/2"OC WHERE HEADER EXTENDS r -) 10". PER PLAN 8".
<br /> � ABOVE SLAB,REINFORCE � � PT SLAB - #4 AT 16"OC ,-- WALL BEYOND �
<br /> DOOR OPENING
<br /> � Z a ¢ PIPE SLEEVES FULL HT. � � EACH FACE �"�
<br /> (2)#5 x 4'-0"DIAGONAL 19 (4)#5 TOP AND BOTTOM i 9 , � � � � w � � #3 AT 18"OC #3 AT 18"OC '�'�
<br /> #5 AT 6'OC - � � TOP REINF.PER PLAN
<br /> AS REQUIRED I VERIFY EMBEDMENTS �
<br /> AT EACH CORNER ' EXTEND 2'-0"BEYOND d_ a_ � c� � a EDGE OF SLAB � � 3'-0" h h W/ELEVATOR SUPPLIER 3'-0"
<br /> EACH FACE � AT"SIM." � I I BOTI'OM REINF.PER PLAN o a � o
<br /> TYPICAL 6.0 6.0 MIN.6 BARS '° _ .� ` -� - a' ¢ N J �� I�
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<br /> _ _ . � .- "' �� Z � I N I � N V L
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<br /> � � p � ��/ _ �� � �- - ----- -- - - - - --- ----- -- - �I I� ---- - - -- -� � �
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<br /> �� - � i �- 2 #5 CONT. � � �
<br /> ��-i I I_II �� �
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<br /> _ _ �, _ _
<br /> \ PIR ITH
<br /> E W D 25
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<br /> Z 'll , i _ io I I II I II(�I I - - �� �� #4 HORIZ.AT 16"OC �
<br /> i � SCALE: 3/4' - 1'-0" � #5 CONT.TYP. .,i,_) �
<br /> � EACH FACE ----- � �� � I I � � Q�
<br /> �' (2)#4 CONT. w � �' � a � �
<br /> � O
<br /> _ �
<br /> =I I I=)I I,,,�I I-I , „ � °- � #4 HORIZ.AT 10"OC -{�� � N
<br /> � , '' � ' \ i
<br /> � ' II 1"CLR � PIE IDT 6� P I E R S ECTI O N " 2 -0 MIN. #3 TIES AT 2 112"OC � ; �. � o � I I � �
<br /> . . ¢ #5 VERT.AT 16 OC w
<br /> � ' ��� ' TYp. 6a WALL . . . EACH FACE � � Q � � #5 VERT.AT 16 OC �„� � Q�
<br /> U ' ; 16b 6. � #4 AT 6"OC POER P1LANSIZE _ „ � � w � I 11 � 5...,
<br /> �
<br /> AND REINFORCING
<br /> � �56.0 , �� EACH FACE _ _ _ _ � q #5 VERT.AT 16 OC � W LEVEL WITHW I #5 VERT.AT 16 OC � � Q�'
<br /> EACH FACE I( (I � �
<br /> � ' � „ ���,i,���=�I� �I I=I G� (4}#5 TOP AND BOTTOM 10�� #5 AT 15"O.C.EACH FACE � I, � 1!8"FOR FULL ' Io U Q) � � �
<br /> � , �� � #4 U BARS AT 6 OC -��I,�i)I I=)I I= RE: 16/S6.00 MIN.(6)BARS z REINF. � � PIT AREA. � J �"� � �
<br /> > ; � ; W/24 LEGS __ I I I,- w v PER SCHEDULE � � � � �' `� +�-�
<br /> � ;i j � � 1-i I �
<br /> _ � � \ __ o a - - - - - - O �--' �
<br /> �� #5 AT 15"OC = � � z • � � � • % � � '-' �
<br /> � '�, ' BJFTG NOTE: c� w z
<br /> � I� �� EACH FACE ° a TYPICAL AT ALL CONCRETE HEADERS. o a �= ng- � � I j' � � �
<br /> �o I �� MIN.6 BARS •o �- . •- . °, � � a -� a _ RE: 16/S6.00 FOR ADDITIONAL INFORMATION. � o w •��_ ._____ . � . `../ � N W
<br /> ',� � EXTEND TIE 18"BEYOND ' - � '"�� � °��' ` �' � � _ � PIPING OR UTILITY `� �- - �
<br /> EXCAVATION NOT � �
<br /> � ��D����� (2)#5 FULL HEIGHT FACE OF OPENING FOR � �� � � ALLOWED BELOW � � WATERPROOFING FOOTING PER PLAN
<br /> � � ' EACH SIDE TYPICAL PIERS<25 EXTEND � THIS LINE AND DRAINAGE REINFORCEMENT
<br /> a o ' PIER WIDTH>25",<60" �'-g". 1.5 PER SCHEDULE
<br /> � o TIES FULL STORY HT. j, PER ARCH.-TYP.
<br /> � _
<br /> � = SCALE: 3/4"= 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0"
<br /> � m ' SCALE: 3/4" = 1'-0"
<br /> � ? �, � 16 TYPICAL CONCRETE WALL OPENING REINFORCING � PIER SECTION i 18 TYPICAL FOOTING PENETRATION � g TYPICAL SHEAR WALL HEADER 20 ELEVATOR PIT SECTION � �
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