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12d OR 12" MIN - -WALLSP{FA1 HIND OVER 2.X
<br /> L_
<br /> ' T
<br /> I „r- WAl_l._ FRAMING I
<br /> 17d JR 2' MIN 4 - ,
<br /> _ --' TOP REINF ciinc-hes-
<br /> J-1
<br /> NOTE- EXTEND BAR v - POT 4"HERE OCCURS AT SIPS.
<br /> STFuN
<br /> E2A,C�1-I, AS FAP AS � 2kEa PRESSURE rFiFA1E(J I ab �'
<br /> ._ _. .___..:_� _._ .__ :y. _ - _ POSSIBLE AND BEND Wf 5/8" DIA. ANCHOR � �. -�'SIMC7SOfJ HOLD DOWN,
<br /> - L SLOPE 1.12 _ S1.1 '� ,
<br /> --1 1/2" OF dVIR- E D MAX 1Y'E' !At�E. �)! SUPF C�f2T 8X COLbMN, PER ( SEE e" �_��. �a
<br /> --
<br /> '+N CONTACT �F: FLANS SHEAR LWALISCHEDULE, LOCATIONS FOC, ,TIE AND ,
<br /> SIMPSON ABU88
<br /> aJ A
<br /> 'OST BASE 48 O.C. MAX
<br /> PANEL EDGE NAILING, _
<br /> BAR _ L.. .. t _ _ h�_ I .. 2° SOLAIION -�' STAGGERED
<br /> , � i _ 'r
<br /> (: ) 3 TIE.. 4 ._ Hca Jif _. ='
<br /> L _SLAB_._._ I _,. a al_E BEA _SPLICE
<br /> TAIL . N # ONGITUDINAL E� �
<br /> OIN1, FAL. .a��.1 - 7 _ _ ' !C)P 5° OF F'E::DPSTAiNM: ._ AT COP + FOOTING 7 IN
<br /> -¢ PIER AND PAD AT 1/2, M ...
<br /> ER S3,1
<br /> 1. TOP BARS ARE HORIZONTAL BARS SO PLACED 00'-0" �_ _ _ SLAB PER Si.1
<br /> 8 SIM.
<br /> POST
<br /> ra _.._ _
<br /> THAT MORE. THAN ,2 OF CONCRETE IS CAST FINISH IPG6 ADE !
<br /> SPLICE c <' -__. - t't3" DIA, CONC. PEDESTAL
<br /> _.
<br /> T,O. CURB �, �- � ._
<br /> { L_!CF l._E::.NGTEI Cf-ir C7 BAR DEVE L..CJF MEN1 L_.E NCT{ C;F1E"(J N THE MEMBERS BF.!_QW THE BAR, '
<br /> �,....,..._ .:��,. 1 FOR to !y
<br /> BAR f'c=3000 PSI BAR f'c=3000 PSI 2. ALL SPLICES SHALL BE STAGGERED AS `SOWN. � �_ p � � Eads FC)!� �3, �4, �� 'I
<br /> _,. _ I
<br /> F MORE THAN 50.E OF VERTICAL REINFORCING 1
<br /> SIZE BOTTOM BARS OF VERTlCA!.. TOP BARS OF 'HORIZONTAL SIZE TOP OTHER _ - F r
<br /> s
<br /> r ca LAP SPLICED WITHIN THE _C C7 LAP ,.>Pl_C F
<br /> BEAMS AND SLAB. WAL.I_. STEE..C., BEAMS AND SLABSJA(_I_ STEEL BARS BARS r - T!E. All F3(JT. p _
<br /> ._ /'� i ''
<br /> _ _.._. . _._..__._ � TE-111
<br /> NTN 1F1F LAP SPLICE __FNGTII SFIAI_(_ BE
<br /> LENGTH,� 33%.
<br /> _- �.�',.Ir__ .�l�ra{�i:arn _...__.��ti. L�JWFL �1 .r7�E ` .-.�_.
<br /> 3 16 21 21 __. 29._ _ '�3 23 16 o-
<br /> , _.._ INCREASED 33%. �
<br /> f.0. FFG. - - (4) #4 DOWELS W/
<br /> C 22 28 _ i 29 394 1 30 21 — ).C.
<br /> # 1 _ n�
<br /> ___, ___ _.__ __ ___-- -_ __ __ _ STD HOOKS j [ `Y
<br /> ry -' 27 '`� 36 413 5 ' 37 2.7 3.
<br /> THE SMALLER BAR IAP LENGTH SHALL BE `�j � �, D n1 ,�
<br /> .:i2 I 42 42 j 58 {}E 5 32 EJSE[) WI1EfJ SPLICING DIFF
<br /> C_f�tNT SIZE BARS. ,, __._.. _.__._.__...-__=._—.�-_ _ _,,� s, .:, :..I ,. 1 �� ! _, ,�Y_ �. � � � i
<br /> '7 38 48 50 LU Z
<br /> 68 I � 52 37 �+. LAP L{=:NG1T„i5 SPECIFICAC_LY' C7EEAILLD t7N - _ } __._ w .. ,__. _ TYf� � r r �, Yr r F �c5 J
<br /> -- r �'
<br /> �� j 45 � 55 � 63 77 �^� _ 59 � 43 DRAWINGS SHALL. GOVERN IN l...ICU OF THE LAP
<br /> �.._;. . 2 CLR. I �` _ - � � I �� : � « TFl�,,r ,,_
<br /> ___ _ _ RE; PLANS FIG. REINF,, (2} �+ ,_0 4�!1 L J NAL ; u li x 'T a 0 11
<br /> 9 57 62 80 87 9 6Z 48 _ LENGTHS SCHEDULED. \
<br /> -a- �.._... E;E. PLAN ... ....... .�...�....�.,.» --- __--'� .. \ U b , ( L:
<br /> - .1.01 73 73 101 1I 101 #`_10 74 53 5. BAR SPLICES IN I lGHTWEiGHT CONCRETE 3 � ���ll >:
<br /> _ 1 r_ 1 1 5 3 . - [-.A('S LQNGEFf THAN Idr. PLAN - J « � , t
<br /> {
<br /> 1 1 89 89 1, 124 2 ! SHALL HAVC.. _-, � � � � � �`� � ,r � �. � `�z
<br /> 8 _ _a _ . _.
<br /> SCHEDl11_F[J' _. _ ` E `x F
<br /> d ui
<br /> WOOD COL. FOOTING FOOTING DETAIL
<br /> TYP. LAP SPLICE & DEVELOPMENT LENGTH
<br /> a .. w re .1„„� nom„ i a, �
<br /> SLEN.T.S. SCALE8l 4SCALE �� ” _.W. L x a
<br /> 1 a .� �ca__. � 1 �in �-
<br /> C1,C.? � �u � i �r}2
<br /> 12
<br /> ev CY,1 [Y ,
<br /> mI -SAWCUT AND FILL N ' __ _ �_ - -
<br /> SEMI--RIGID FLQWABL E y/
<br /> EPDXY FILLER
<br /> ROC;I St{EArHING n:z \\ 1
<br /> SIMI'SON' ' 16224 SIRA% uj �M
<br /> J!31_. T07F] Pl_. ® � __-.,_ m___ a. ,_.. . WALT_. SHEAF-iNG, RE: Si it,_At;
<br /> N1 16c! SINKERS — 2 X6 i RESSbRE TREATED ,' WALT_ CHEIIJLE , ;
<br /> f UNC. �E3 SEL PLAN a C
<br /> �OR TH€CKNESS ANDCO
<br /> / 5/$ DIA. ANCHOR `z
<br /> REINF, _ .__. ,. ��OD PER S1.1 AND
<br /> � _ AT61 WACJ CFRAMING d6 _
<br /> a OR WALL
<br /> SCHEDULE,
<br /> RULE,
<br /> z
<br /> _. TERMiNAit. '�2 Jr @ Q_ffF2,A TION_ JOINT
<br /> vl SLAB REINFORCEMENT CO_aC. SLAB F_ Ol
<br /> _ -._-___ �____ _____. __ «_.___. -� A 91 04
<br /> T JOINT LOCATIONS METAL KEYWAY` W/ c4
<br /> -�
<br /> REMOVABLE CAP STRIP, _
<br /> I
<br /> _ _...�,.,.,___ _ � __.._,____,__._.�__ _____...-_._._____,..._._.,..._ _._----_--___.___._w Fill_ VOID W SEALANT �
<br /> 2X FRAMING, � �? lti�6cC76Jh�
<br /> { __ ._ _�_._ � __� _.__._. . _.
<br /> 7777777, r?,r3
<br /> FREE DRAINING
<br /> I
<br /> c�a
<br /> 7 < T TY ` GRANULAR MAT
<br /> �mm
<br /> 7
<br /> BEAM, Rte. PLAN
<br /> GEAR SIZE
<br /> _...
<br /> el
<br /> KtJ�i �cfSxG' D„ SMOOTH
<br /> 3�THRU 6dk7
<br /> n r `�' Th tJ �1 8dt�
<br /> JOWELS AI .2'--0” OC CENTERED #9 R
<br /> f _
<br /> POST, R[w; PLAN % �. 10 Mii_. VAPOR JN JOINT UNLESS FORMED AT
<br /> COMPACTED ECJ 7TRU(,;TURAL RETARDER � ,
<br /> X1418 10dk�
<br /> _ FIJI_l. NEICi-1T STUD EA "C7N1{�ACTiON JOINT LOCATION, � INFO
<br /> �..__�...�.......,.�....�. ..�.,_...Mµ.�_ �.,..__..mm__,._...__«,._e._....___.,�...�.._..�_._..,._._.
<br /> FILL_ OR COMPETENT CCJN`aTE2L(Ol„lC7N JOINT ADDL. STIRRUPS & TIES #5 AND
<br /> SIDE OF BEAM HEN DOWELS NOT REQ'D
<br /> 4db
<br /> NATIVE SOILS ��. SMALLER
<br /> NOTE: ,2
<br /> ' �-) #�� CON!.
<br /> t. RE: S1.l FOR SLAB THICKNESS AND REINFORCING
<br /> TOP � BOT.
<br /> 2, RE: GEOTECHNICAL REPORT FOR ADDITIONAL INFO
<br /> RF: PLANSFlo
<br /> __
<br /> STANDARD HOOKS
<br /> I
<br /> FRAMING DETAIL TYPICAL SLAB CONSTRUG"'TION TYP. SLAB-ON-GRADE JOINT FTG AT OPENINGS lCONCRETE
<br /> i
<br /> j
<br /> 16ALE 1'=1'— * 13SCABN.T.S. 9CAS N.T.S.
<br /> 1"=T- 3/4"=T—O”
<br /> COQ. 6'
<br /> i
<br /> ' WIDTH �- q
<br /> 1 1/2 1 1/2
<br /> 1/4 1
<br /> ROOC~ y.IEATHIN1
<br /> _A�� UIS 15, �/ _ ! 1
<br /> IMPSON HU HANGER � a
<br /> EACH BEAM 11E3 PER 1 r r _
<br /> 0 _ I ) °
<br /> T.O. SI_AE3 '
<br /> � I
<br /> 13/16" DIA. hOLLS
<br /> PLC'S
<br /> S 4
<br /> �11 N� f t
<br /> e .t..
<br /> ' :
<br /> DETAIL 'A'
<br /> tm
<br /> BARS W/ HOOKS Al
<br /> _ ._
<br /> 14
<br /> 1
<br /> 3' O.C. CENTERED Al
<br /> _ :�4 ¢`r c,�_N ✓OIL {ALT. HOOKS); _ � ti� � � � �
<br /> w.__. _ _ ._ ._. .
<br /> �_. _ _
<br /> ISIS w/ (2) '6� __ ..,_ _. __ _.. _ _ . a REINF, INFO Ota i D-
<br /> „ E �&,
<br /> 8 O.C. TO BEAM .« _ PIPING O( UT1L111
<br /> --—
<br /> VV/
<br /> �4r'�A�Em4P(ATE� � � �''y_.._- _ .,._ � �
<br /> � PLATE-_ � A” - __.___._ ..�.... �_. PIP �
<br /> / ) _7
<br /> �� EXCAVATION NOT
<br /> ��- -
<br /> ROOF ,t �(ST, RF. PLAN 91A.X 12" A.B. � �f � RE PLANS ALLOWED BELOW
<br /> ' �w)
<br /> i.O, IS LINE
<br /> 1' � THIS't l
<br /> WP, ~� C;ONT. TYI�', REINF, rak: PLANS f MIN 1� Pf�C)_���1
<br /> - THROUGH _ _ 03171 ! 09-05-08
<br /> a m —
<br /> !.,ANS ay
<br /> C) CENTERED ON COL, R
<br /> - - �� CRK
<br /> PLANS F N DMH
<br /> Fe7carlNG
<br /> hLlNf . Ch PLAN
<br /> I?T ISE D
<br /> ROOF FRAMING DETAIL 10 FOUNDATION DETAIL SLAB AT DOORS/ WINDO TYP. FOOTING PENETRATION
<br /> 14SCALE l3/4'=f-0` 6CAS `1'= '— ws 2 /4'4 j CSH(A Quality C, ��troi
<br /> COL. WIDTH F 6"
<br /> 10/24/08
<br /> 11 112"
<br /> ri
<br /> Or jL.
<br /> 1/4
<br /> RE. S1.1
<br /> A � _
<br /> 48 Jt3 4.8 D
<br /> � I
<br /> �i.P'1IV7 i..1t.lE '`tJ�IT tIlr C..
<br /> Y - _
<br /> :U-1'r.
<br /> St-Ai-ANI
<br /> E
<br /> , Ul
<br /> 13 16" DiA, p1O(_E.S � LAB ON GRADk.
<br /> / g
<br /> (4) PLC'S
<br /> a -
<br /> ;, DETAIL 'A'
<br /> l4) 4 '�P ' ttl, Js�rta I
<br /> u] fid/ HOOKS AT 8'O.C. ,,
<br /> AROUND CORNER . ..
<br /> CORNEaR BAR TO 4ATC;P1 ID C`'ORNE_R BAR 1O UATrFIFOUNDATION
<br /> - --
<br /> _
<br /> BEAM, RL . PLAN LiALl. FtOCKRFD (�T COI_. ` _ 1 SIZE OF HORIZ BONE � SIZE OF F!ORIZ (,E.IPdI �
<br /> %4„ c PLATDETAILS
<br /> E A` 1 HORIZONTAL. I _ ( ORIZONTAL
<br /> i
<br /> c
<br /> BAS._ AT_ , i ( EXPANSION JOINT REINFORCING REINFORCING
<br /> I L,iMPSCN' ACE6 JV 4 3 4 4 �
<br /> RE. CING
<br /> A O ) _ RE: nr-- i�ATFRIAL
<br /> POST CAP EA. SIDE JIA.X12" A.B. �" --- tANS -. _..
<br /> \� TQ. FTG.
<br /> ,HALL FTG. i x. 2 CCE
<br /> f__ -- - ��� �r €2F: PLANBEYOND -- 7Y# . t__ CONT. 1YP, REINF.
<br /> THROUGH D=DIAME(ER OF REINFORCING 3AF S
<br /> C POSI,
<br /> rK
<br /> I 0 FOOTING CENTERED ONL,
<br /> _
<br /> r x RE:.._PI ANS_._. COREINF. PER PLAN S3nl
<br /> E � 1.0 TYP CORNER REINF
<br /> E e- m1 ORIGINAL Ff " SIZE
<br /> V " (D FRAMING"' DETAIL FOUNDATION DETAIL ISOLATION JOINT CAST—IN—PLACE CONCRETE1 N57
<br /> ALE 1"=T-0` SCAB3/4'=l'—O' CAL ' = T— `T
<br />
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