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� <br /> 0 <br /> z <br /> � <br /> c5 <br /> � <br /> z <br /> � <br /> � <br /> � <br /> NflTE: AT CMU PI�R U5E {4) �4 �lE 8AR AT �'ACH END OF PI�R. <br /> 3`-0" C(�VERAGE � <br /> �4 CONTIN130US � <br /> ALTERNATE DIRECTION ( ) �4 DOWELS AT 16" OC �4 CONT -_ .-_,r�-,- . 'L' 4"x4"x14GA CONC STOP RNGLE <br /> (1) �4 DOWELS 34• TYP UNO ' � W� (�) tj�°�x1" SHOTPIN 4R <br /> AT 16" aC TYP �26� � ; (1) 3/16"�x1" TAPCON TYPE SCREW 6� � � <br /> M <br /> � COMPOSITE DECK 2Nd fF A7 48 OC IM'0 �tOUT TYP <br /> 34 PER PLANS & �"- — � <br /> �26" DETRIL 55/SD3 \' � ��, ' �IIN (2} �4 CflNT BARS (AT 12° GMU 3'_p° 3'-Q" CEIVER 12 STfTCH SCREWS �12 SCREWS TYP <br /> ° 2ND FF � 2W DECKING � � � �f L�ATIQN USE (2) �5 CONT BARSJ � <br /> i --- ,-,-- — CflM. CHORD PER PIANS 3f ° g" � 7.2" �, ,4T 20" OC TYP UNO <br /> _- - -. __ - - - -. , - - -. - -- -- - � " '� c�t� w�/pl�/u�r�L '� �` ''. <br /> t�rr <br /> G, - = r� t � SECTION AT SI�EWALL I � _ A . � � � �t PATt'�I i�t - (6) 9�C:HEWS OKAY AT LN�ER PAt�EL. <br /> �- . (1� 1 f$ 0x1 SH47PIN 4R <br /> 12 TEK 4.5 SCREWS W <br /> � <br /> C�OSURE ' + PER 55/SD3 (1) �4 D�WELS AT 1&" OC 2W ,� (1) 3/16"�x1" TAPCON TYPE SCREW ��Q a � <br /> ' �/�y {,� � ; RT 48 OC lNT4 GROI)T �fYPICAL W z c� <br /> ; t . C�OSURE , � ,�a h � <br /> r� 26 12 SCREWS TYP ��� q <br /> .i. � ��- � � 1 I I" ���V � � r r • � � � ��—V� 1.VYLIVI�� Q Q� � �U <br /> I - :: .; 2ND FF 3 L 4 x4 x14GA CONC STQP ANGLE �12 �'1'CN SCREWS �12 SCRE4I�S » » ��� � v � <br /> (2) �4 C4NT �� ' ` � 'L' 4"x4"x1/�A CONT LE�GER W/ (i} 1 j8`07c1" 5H4TPiN OR ° x � <br /> �10 SIDELAP' TEK AT 20 OC tYP 2 15/ 1 / 2 � ��a � w <br /> BQND BEAMS TYP 1 �� � '�� W f 5 j8"b IS� 898 CLASS 5.8 — • • • {1) 3 j16"�xl" TAPCaN 7`fPE SCREW A T 6" O C l Y P �Y __�� a <br /> ALL-THRD RQD & VYASHER i � : A T 4 8" O C C N T O G R 4 U T l Y Pa Z ��n � '' <br /> ;. AT 30� OC �1,4X 2W DECKING ��, �I U `k° <br /> A <br /> . Z <br /> .� <br /> � <br /> I _. <br /> • , � <br /> —_W � <br /> r <br /> � �niN {2) �� eaM a�s (,a� �z c�u „ N <br /> ���I- �. �t �� w/ � �fa M�r� EMaEa coM cHa�� �ER P�s "' � � " �oca�or� us� (z) �� e��r B�s} � �' _�� � <br /> FllLLY GROUTED �-��' # __ 12 STiTCH SCREWS �12 SCREWS TYP +-w o v <br /> � W/ 12 Mlt� EDGE DIST � � <br /> liVS <br /> MASONRY WALL ANIl 8' MIN SPACING, TYP '• c�au w�../u��. a o� � � � <br /> AT 20" OC TYP UNO "'�� � <br /> PER PIANS _.am"��t_� �__ (SPECIAL INSP REQUIRED) �A W�� 1 �' <br /> 2° I�iN BEARlNG, NQTCH �ECK S�W PATI�W�2 - CT� ��VYS TYPICAL AT PA� Z a m ' <br /> ��a � a <br /> SECTION AT ENDWALL AR�UND BARS AS NEEDED ��� � � <br /> ��� � � � <br /> 2W �ECK TO INT`�RIOR CMU WALLS 2W �?�Cli T� �M� WA�L� 1.� B-DE�K �UB PANEL 2� H�RIZt��JTA� SIC�ING PANEL �2 U-PANEL PARTTIIC�N/LIIUER �� Q�� W � <br /> �� �� �� _ � <br /> SCALE: 1" = 1'-�" SCALE: 1" = 1'-tl" SCRLE: h1TS SCALE: NTS SGAI.E: NTS ��� � a <br /> n�,Q � <br /> �a <br /> � - <br /> v <br /> �iOTES. NOTE: Nt3TE: HEAQJDINT DEPTM OF CAULKING <br /> _ 1. ALL ifERT1CAL �ARS & TtES EXTEND TO FULL HEIGHT OF PILASTER. 1. FOR DIMENSION 'L' SEE DETAIL 8jSa1 (WSD METH4D). 1. PLACE EXPAPlSiON J(?INTS 4U'-0"� t� OFFSET yyEp�-}� 1 f2 TNE WIDTH QF <br /> ' �' � 2. f00TING DOWELS TO LAP WITH ALL VERTICAL BARS 50 BAR DIAMETERS MIN. 2. INTERLOCK ALL Ct�RNERS AND IN7ERSECTIONS, NO T0t3TNING ALLOWED. FROM BUILDING BEARING WALLS. MEADJOINT <br /> � �� ��'� » �'_ � 3. SPECU�.. INSPECT}QN IS REQUIREQ FOR THESE trIAS�NRY PILASTERS. 2. PLACE EXPAl+iS14N Jt}IN75 AT OR WITHIN 24' QF <br /> �12 TEK AT 12 (?C TYP � ���-- �1� TEK A7 12 OC TYP 4. FOR PILAS`T�R SiZES N�T SNOWN UP Tt? 6'-0", PROVIDE (2) #5 8AR !N fACH CELL WITH �2 TlE5. SIAB CONTROL JQINTS, WHERE OCCURS. ��"� ���.-,; : <br /> i•� I ':.' 1� I ''' #4 QOWELS 5. GR{�t1T#NG SHOULt3 BE CONTIMUOUS. 3. FOR AN APPROYED RAfiED JOlNT DETAIL SEE .' <br /> ! . 1: #4 DflWE�S <br /> �' AT 16° OC ;. ,:� ; AT 16" (}C TYF 6. N(} VEFtT SP�.ICES IN THE MIDDLE 1/3 4F THE PItASTER PER DETAIL 36/SD2. � ._ _ _. ARGHIT PLANS. ' ' <br /> COt�POSITE DECK r .:, .�,� p C�MPOSITE DECK :, . . „ �' _ . — � <br /> PER PLANS �C 34 p�� p�,J, � 34 4. F4R WATERPRfJOFlN6 iNF4R1�lA�lON REFER TO ' _ <br /> DETAIL 55jSD3 I j'' �26" DETAIL 55/SQ3 ;'. .`I �26� (�) �5 VERT BARS {6) �5 VERT BARS ARCHITECTURAt_ PIANS. � .QEfAIL <br /> {� � ��I; ��. }:'.;�: FULL HGT W j FULL HGT W/ �-- TERMIN,4TE EVERY QTtiER <br /> (8) #5 VERT BARS <br /> �.� ;• �� ; �2 TIES AT 8" QC A �2 TIES AT S� QC �� ��. �� r AT RESTRAINiNG WALL BACKER ROD �p{���p►�(T,qL REINFQRCING <br /> ,- <br /> 2ND FF � ' 2ND Ff ' - . 1 2 CLR <br /> ; �,,. ..: .� <br /> {SEE NOTE 5} / (SEE NpTE 5} <br /> , - - - — — £ . • �2 TEES AT 8" OC (2) VERT BARS I1tk1Rl F I AYFR WATERPROOFING BY OTHERS � <br /> • , • . SET 2' FROM <br /> `'� :.�--- -- — �_ �_ ;_ — - — � Ly �' � . . <br /> —" � :I- � , _, aPANsia�v �o��r <br /> a IN LAST CELL CAULKING <br /> ; - .. (SEE NOTE 5) <br /> ; �-: : �: (2) �4 CONT BENR ALT BARS <br /> 4 ' .• . <br /> ,r ��) �h C(3tdT �� �; � :�; <br /> '# E�OND BEAMS 7YP .,. BQND BEAMS lYP ALTERNATE HQOKS AS SH�WN <br /> `�:- . :� AT 4° CORNERS . : , . . � <br /> CHORD STEEL PER ;^ , � CMORD STEEL F'ER - - _ <br /> DECK LAYOUT PLAN �. : I DECK LAYOUT PLAN i.. •. � � . � a ( _ • <br /> �� � <br /> .��• � � o ' <br /> '•� �; �' (J T � { I ' ' , � . ' <br /> . � �• ,. � <br /> � ' ��'� ' � � ' � — — <br /> � '.��:�� ; � '•_���.. �2,�� ���� � � � �)�_ � � ... <br /> r � tt e n ,i i e s » ! * � �y . . <br /> L 4 x4 x1/4 Ct7NT LE[}GER . FULLY GROUTEC3 L 4 x4 x16GA CQNT LEDGER _ FULLY GROUTED TYP A �: . . . <br /> wJ 5/a�0 ISO 898 C1.ASS 5.8 {� _j MASONRY WALL Wj 1/2"� HILTI lC�d1K-EZ ; MASt3NRY WALI. ADDITIONAL #5 (TYP) <br /> ALL--THRp RUD & WASHER ' P E R P L A N S � �� � P E R P L A N� 5 x 3 0" L t 7 N G S M O O T H H O R I Z�N T A L <br /> , SCREW ANCHOR AT 24 OC MAX � I :i . � U VERT BARS AS SHflWN A�DITIONAL YERTiGAL BAR # <br /> AT 3Q� ac Max wJ � 5/$" �AI 1 V E MBED � I:� W/ 3" h�IN EMBED TYP ' . •.7; CUT THE GMU '� � PER SCHEDULE EACH SIDE flF EXPANSION JQINT DOWELS TO MATCH SPACING 0� <br /> �'� '' _ AS REQ TYP ALTERNATE HORiZONTAt BARS. PRfVEM BOND <br /> ' � , PER h�ASONRY SCHEDULE & <br /> W/ 12p M!N EDGE DIS7, TYP . � W/ 1 a MIN VERT JplNT EI1GE DIST ��� - SINGL� LAYER AS WITH EITHER GREASE OR PLASTIC <br /> (SPECIAL INS1' REQUIRED) � (SPEC�AL INSP REQUIRED} ; ��� ' • • RESTRAINlNG WALL DETAILS <br /> �'°�—,����� ' SEE TYPICAL REINF BAR QETAIL �'QR � 1�B�lE�I S�BdES NT RTI WATERSTOP 3�a~ SLEEVE. CAP ALL DOWElS T� <br /> �1�� DIAJwi�R OF BENI� REQUIREMEWTS C� VE CAL ALLOW t R MOVE�AENT <br /> BY �THERS J <br /> 2W D�C�C PERPENQIC�ILAR TO CMU WALL� 21N DEGK PA�ALLEL T4 CMU WALLS 2� TYPICAL MASt7NRY Pll_ASTER D'ETA�L 2 8 MASONRY WALL INTERSE�TI��J �� MASt�NRY EXPANSI+�N JOINT 2 6 � <br /> 3 0 �'j 'j <br /> SCAL.E: 1" = 1'-(}" SCALE; 1" = 1'-0" SGALE. 1/2" = 1'-0" SGALE: 1/2" = 1'-0" SCALE: 1 1/2% = 1'-0" [3 <br /> J <br /> NOTE: BEND DRAIN PIPE THROUGH NOTE: FOR INFQRMATIqN NQT SHOWN SEE DETA�L 36/SD2, NOTES: � <br /> C�1U WALL AS SHOWN OR INSTALL 1. PROVIDE ADEQUATE BRACING OF t�iAASQNRY WALLS/PIERSf PILASTERS UNTIi. ROOF ANQ WALL PANELS � � <br /> WEEP HOIES AT 48" OC. ARE INSTALLED. � <br /> RO�F PANEL PER PLANS 2. All WRLLS REQUIRE SPECIAL INSPECTION UNLESS NOTED OTHERWISE. �` � <br /> CdM' BUILT-UP ATTACH PER DETAIL 23/�D2 3. ALL WAl1S TO �E FULLY GROUTED UNLESS NOTED OTHERWiSE. ,,--�,.--T., � � <br /> � p 4. ALL REBAR TO H40K i8� DEGREES ARQUN� INTERSEC7ING REBAR. VARIES ! ' EQ i � EQ = <br /> 6 x3 x14GA BQX H�[3ER 5. NO SPLICES IN TNE MiQDLE 1/3 OF WAI.L ; i � : cn C1.3 <br /> W/ 5/8"� x 7 1/2" $. PLERSE REFER TO ALL SHEEfS �OR A[}DITIQNAL INFORMATION. � � - ' <br /> A36 ANCNOR BOL7S 7. IF WALL NEIGNT DOES NOT ALLOW FOR VERTlCAL STEEL TQ EXTEND 48 SAR � PAST OPENING TNE � VARIES ' <br /> AT 24" QC TYP STEEL MItST �ERMINATE W(TH A HOOK INTO BOND BEAM. HOOK LENGTH #S TO BE 12 8AR � MIM. , ', <br /> „ , ''� <br /> II � <br /> W� 6 MIM Et�BEa ���� = � �� — <br /> � ,` ' � EF = EACH FACE CENTERED <br /> ,= - �4 DOYVELS AT ' j � —j <br /> � <br /> 24° OC 24A � � �2) �4 CflNT ; — — — — _ <br /> � � — T�=r,� � �. , .;� � <br /> . � � —�— —� � a , <br /> � } Q <br /> Ec� ,� � �� '� � � � ; i , �!, ; j ; � <br /> SLAB REINF E� �Q � - <br /> � 1 <br /> '-�- PER PIANS � � , � � ` � _� � <br /> ' � � '� E� � <br /> �� � 1 8'� THIC14 C�IU WAC.E. '� ��' F ; �� �� � � � <br /> I ��� ��� ���O�,�D ��. ; ` �1 ' I I �� ; I <br /> � <br /> �_ � � C� <br /> � a , <br /> -- . FF (SRECIAL INS#' REQ � AT 32" 4C '-- —� ; I..� j I � � i VERTiCAL REBAR � <br /> � � •� { 5 VERT , <br /> , — -- --� — i i � � � � � � � � �i I I � � <br /> -�— —— —— =i � ; l.J ; PER PLANS - - <br /> � ; � � <br /> . I L . � � �L .v <br /> �k ' -.. .. . . , I I S �� �� � I <br /> f r � � <br /> � I <br /> • • i I I t I <br /> �2" c�P � I � � _,� _. �� co�rr � � � I ? C` ' I ' __ ; � <br /> ,� � � , � <br /> • � ' SECTION A ' � � ���-�� � <br /> cQr�e u�A�� � � 1 ( � ' - - '� �j Ar �2 ac o �f � � <br /> i � � : W , � � � , ; I � ' : 1__�__! <br /> � • � � � �� �- , � � - � � <br /> �. <br /> � a � � �-- a — —� �• � I <br /> � N { � _ ; - - �, 5 1 4 �6 VERT N � � I ��� - - �—HAND BO D BEAM I •� � <br /> � �5 DQWEi. AT 48 QC � I:� _ � �' � � � I I ' <br /> � <br /> � 36' MIN tAR 48" �: � _ . � � AT 1�" OC i � I � PER PLANS L__ - � O F <br /> i � � - I � z �. h .,. � � ,�� � � <br /> � ��� � � LINTEL R1EN�ORCING I � ,� ( � j ��� � � <br /> � � � ' <br /> � � � SHALL BE AS FOLLOWS: ' <br /> _ (6) �5 CQNT �n � (� � � <br /> I 2 5 BARS UP TO 4'�0" OPEN i __.� � a � � <br /> : _ _ E <br /> � { } � � � 7 � <br /> AT TQP :' -, � 2 �6 BARS UP TQ 10' 0" OPE <br /> � g � ' � <br /> ; � � <br /> ( ��� _ , � � �� ��r,r. j �� If� �1�� �{� �� ��J�"°�" (j� � � � � ��� � � !,__�_ � � <br /> _� �i �..: 3 <br /> x 1 � <br /> ' • ' ��� ' � �: `.� , : � � � � � � ( � ��; �-;: � W <br /> I - � � �` I � .� � � s �s FQR o��r� �5 � I � � � I � <br /> ' � � � �4 AT 18"QC � � � ���� `,�� < 12' CLASS 2 � ? � A�ID QVER (UN{? ON PLANS) � � i I 1 � �`'y a I I �' I ( �i o � <br /> �G � I I � _� �► 12" CIP _ �, PERM�C.E � � I ��__�� _ � � <br /> I 1 i � � CONC WALL Y MATERIAL �i , � � � <br /> ' ,�x � <br /> < - ___ . � <br /> , _ . _ $ � I � z <br /> _ � � <br /> I I � "R;� „ � I � � N � � � � <br /> . � . � � ( , �� � � <br /> - . <br /> � , <br /> �� �" �� � 4 � PIPE , <br /> � . � <br /> ` � <br /> -� 1 . - � � M � ; <br /> � , . ' �a <br /> - � x� PERFORATE� ' ' <br /> ---- --' --- — — , . � ; � <br /> . � . - �:x,� � <br /> ; <br /> ;_,_._ � , � .r <br /> ._,._�_.�.. .._,. ._.._._� .,. __. _�,_�._ .��.._._ ....._._.7 . ._ ._.__...._..�..� � .. <br /> i _< <br /> � { �I � <br /> � I � <br /> " � `� - . �2`� � � �i � I I E' i � FOQTING DflWELS I I � � <br /> � � PER PLRNS <br /> _ , <br /> � � � � <br /> .. . � ��. ... e�r�rrc r��.�ss�s��.rrr t � - . . . <br /> II i' <br /> .�s <br /> � .♦ .—F — a i. <br /> R _' ,v -. ;. E <br /> a � �- . �- � ' � . � ' � a � � � r --- ---- ` <br /> , <br /> � � �- + � ; � ;�� <br /> i _ ,,�, — --�--� � ' ' _' <br /> � �'' � — ,.._. �. �.. � ,...� � <br /> � � I _ � �3) �5 CQNT � � I � ,.. . � — — _. — — � <br /> N , : ,_:: ( <br /> I AT BOTT4M ` - <br /> _ .r. <br /> , <br /> � (. , <br /> � �5) �5 COtJT N ; I � �----�" � i a. � I, � J <br /> ___ _ — -_ -- - - ,�:�:, - �=-— AT TQP - - — — � — — — — — � � <br /> - _ , �-- <br /> � � �- <br /> — — - � ~ i � � , ._ <br /> _ � <br /> + ' ��, FQt1NDATlON I . � <br /> ��- � � � � � ��I <br /> � ' PER PtANS �) ~ <br /> �t _ <br /> � i <br /> U <br /> � } �4 AT 1 fi�o�c (5) �� co�r �4 AT $° ac--'' �; - ' �4 AT 16° oc � � _ ^ - - -- � � � � _, ��. � <br /> r�r -� I ; � — � : I � <br /> � o AT B4T ' ' <br /> , � ; <br /> 1 c.7 � <br /> ., �, �s � ; � �� � � - � � � <br /> o - -- <br /> 5'-0» �5 CONT -- <br /> TQP & BOT 8" 1'-0° 2'-10� <br /> STAM P <br /> �'—sg ��� REINFC?RCING AT QPENII�S TYPIGAL GMU WALL FiE1NFORC�NG ��� L � . � <br /> � � �'� <br /> A1L 1 DRIVE AISL� CMU RESTRAINI�IG WAI.[.. � MAS�NRY WA�L SECTION ANa DETAIL �� � z� <br /> RE�TRAININ� WALL �C�TIN� DET' 40 �� � � „ � � <br /> scA�E: ►vr� sc�: �/2g = ,'-a" � ���, �� �o�oo �� ��w <br /> SCALE: 3 4 = 1 -0 <br /> �' �''ISTE� (y� <br /> ��t�NAL �C� <br /> EXPIRES: 05-i 8-13 <br /> DATE �4-30-13 <br /> DRAWN PdPH <br /> CHECKED MRD <br /> JUB N0. 1211 <br /> SCALE AS NOTE� <br /> pRAWING No. <br /> REV. O� <br />