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<br /> � a.� �� �� .1 ��`� GE�J �RA� �IOTE� ; . ¢,
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<br /> � `�'S" 12j�3 1 f 2� ___.____ _ I "/'�-9 1�A�" � ! 3' 11" 7'-7 3/16° � 3'-11" 7'-7 3/16"
<br /> �r__ 1�i '.,---�— �� --------� i � �-� - -�-� � r�, ,�
<br /> �'_�" � { g �/�s" ° � 7°_�.,, i 2,_�- ���" � �/�s" ' �'-4" f� z'-4 3/4" 1 . FOR GENERAi NOTES SFE SHEET 40-023-52. .
<br /> I .� �,- �.... �� � a__�.�� _.�. _ ....-_ �-�-_�I�_ �.�___�_
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<br /> I ,\p —,�--I___.__� ,�CS � i Q i i O ( � ___-�_.�_"i i i i /\ � �'—______._____' I �." - 1 `� t �
<br /> Q� �� I Q Q I � , � Q I � Q I , ; � 2. ALL CONCRE-�� MASONRY UNITS (CMtJ} S�--IALL QE HOLLOW
<br /> I � � � f � ( � � � � � I � � � ! � I �HHS8x8x1�� _ ' I � LOAD-BEARING UNIT CUN��RMING TO ASTM C-�0 WITH
<br /> -- � ----------------- -� __�._.�____. =_____�_ _` _�______._�_.�..._- ` ---_ --� .�_�__ _�...�� - - _� � _� • �.._�• _ __.___—__�_ _ ' _ ' � ---- _.__ �-�-L,-- �- - -7-'-� - ---r-�h- - LINE OF, NEW CMU ,
<br /> ---'-- --�------- -� - - - • - _ - SPECIFIEQ COMPRESSIVE STRENG1�N {f m) �F 1500 PSI.
<br /> '.I. . �. o_.'__ _; IR - _ I • --- f - _ _� '0 6I. _ I �P (3) A T � �� I � WALL, S�EE ARCH ALL CELL5 SH�ILL BE 8x8x1�i FULLY GROUTED UNC} WITH
<br /> 4 � I � , � LCS 5623 S623a � ( � ' � �'
<br /> I I � �� (�-) I � I � � i � � ' } ���3 ���a � ! � , � ( SPECIAL INSP�CTION PER LATEST IBC CODE. GMU �N�iLL .
<br /> I 1 � � a p�CS ( � ( I ;�, i ' � „ I l � � � � 1 � , I ' ' BE LAIQ IN RUN��ING BOND TO MATCH EXISTING. :
<br /> ; s�z3 s�-ao � � j I �,� ( �,� � t ,`� � 1 � ' � ( A I � `�,
<br /> { y � � ' 4' 4' � � � � ' �623 Sfi23 � 5623 �c�23b 3. MASO�lRY MORTAR SNAL.L BE TYPE N MO�TAR CONF�flRM
<br /> , � I � - _ _ _ _�- _ bVSx 19 W5x 19 � -- � � � _
<br /> - --------- - �_�..---_ I _�---- - ---- --_---_ �0 TABLE 2 �r AS�PtI C 270.
<br /> I � � --- -- � ;; ---� � � .� TYP (2) �— � - EXIST STAIRVU Y TO '�; .
<br /> i 4 I , � , 2 � PLCS 562_3fS_�23a � BE REATTACHED � � ------ -^--- ' 4. MASONftY GRQUT SHALL CONFORM T� ASfM G-47�i AND
<br /> I I � � � ' '`'�" � r - - - � ' � -------- -- I HAVE A MINIMUM STRENGTH OF 2000 PSI 1N 28 DAYS.
<br /> � � I C � � ( S623 5��� � � � � �, , ,r
<br /> f � i I ' ( c � ; _ _� .._ . i I I ; -- ---; GRQUT POURS Sf�ALL BE LIMITED TO 5 -Q M�XIMUM.
<br /> �
<br /> ; I � � ` I � SEE , I � `� � � ; __—_ ___..______;
<br /> � I � �' I ' ' F I � 1� � 5623 S623a °� � I ' — 5. REINrORC1NG STEEL S!-IALL BE GRAQE 6� DE�ORM BARS
<br /> � � I � I ( S456 S623a � I ccr� c� �--� i ,
<br /> I � I � „� � � i � � � f X � I ! ___...�..______ ����� GONFORMiNG TO ASTM A�1�. LAP Af_L REQAR 48 � �:
<br /> ( � � � Q� Q� I � �� I � �n '-�' � ' � STt�IR�/VAY DI�METER MINIMUM UNO. :���
<br /> � EXIST TUNNEL � i <b � 4� � I I � � � ' t � � � ------•�----- �
<br /> .}�
<br /> � i � -- - � - - _�._______�- --.l�_�. . _�._�-- ----- _ _� . W5x19 � � W5x19 � ��`- � _�—�__� ---- 6. PROVIDE CORNER �ARS ;CO MAT�1-I HORIZON�rAL
<br /> ��' � �' � ' + � � � � EXIST W12x53 � � � REINF�ORCING A'r 4VALL GORNE�S. CURNER SARS SHALL BE .
<br /> � ! , �ELEC MMC PAD � � TQS E� 1 Q7 1 4" I - --- •
<br /> L SHAPE 4� Bt1R DIAMETERS x 48 BAR DIAMETERS LONG.
<br /> � � � ' � -fYP (5) � � � � � ------------ ,
<br /> i � � - � I 3 p�C� , ( LlNE (pF NEN! CMU � � � , � ----------- 7. PROVIDE STEEL FftAME FOR NEW SLID�R DOURWAY. �
<br /> � I � I � S6 3 S400 I WALL, � SEE ARGH � � ) I � � _______________. G4NTftACTQR SUBMI7 5HOP DRAWINGS FOR BOEING
<br /> 'I j 1 � I � � � I I � � � — -----� �N�INEER'S APPRO�JAL
<br /> ' 1 � � � � � � � i � � - -
<br /> , _._________________ , 8. NEW 8 FULLY GROUTED MA5flNRY WALL.� �J�TM VERTICaL ��`
<br /> I � � �' f Q�� � Q�� � I 2�Q�� i <bQ�� � - - - - '- - - � I �5 C� 48" O.G. & NaRIZONTFlL REINF. OF pUR-a-WAL # ,
<br /> ( � � -- - ; °�` -- ----- � - � -- ..�__1 �_ , _y��- _ _ —_ -�-�y��'�r9-----� � � _ SlNGLE �VYTHE TRUSS TYPE Jal[�!T REINFORCEMENT @ 16"
<br /> ° � �.i �_. �, - � .�. --- �� , -- � -�-,�p � �-- , , -- --, � -- � __ � � - O.C. TYP. UNO. PROVIDE HORIZONTAL BONQ BEAM W/ `.
<br /> �, I .,.� PLC� r� �, c� o� 1 -�� @ 4'-0" VERTICAL SPACIN�.
<br /> N I � � I I I � S�G� ����{� � � C� ,-
<br /> �; i , I � � � Q;'� � �f� Sfi23 S4�0 � � �,`� � ��`� � � I i � '�'
<br /> ; , f � � ! � � � , � � �, I � , 3 � 9. PROV(DE ADEQUATE BftACING FOR ALL MASUNRY V�JAL�S
<br /> o I � ( ,�, � � I � R �
<br /> o � I I ► - - � ----- - ---------�-- � --- - -�_� _�_T , W5x19 . W x19 , �-, _ _ DURi�#G ALL ST�1G�S QF CON�TRUCTfON. THE MASONRY
<br /> � � � � � �'• ° E � :�� � WALLS ARE DESIGNED FOR A COMPLETED CONDITfON
<br /> a -- -.---i--- ----- -- -_ �----- � ' ' ( � ' ' � ` ' � � 'E ONLY AND THEREFORE RE(�U{RE ADDITIONAL SUPPaRT TO
<br /> a , � 1-_- - �-- � ! I 5623 S�23�-�=- - I MA[NT,�IN STABIL(TY BEFORE TMEIft CONiPLETI�N. THE �
<br /> � � � � V � � , , � � � , ,
<br /> .____� ---_ _.____..___-_�_____.___�._-_ � - - -- ---- �---�_ P�IASONRY WALLS SHALL BE C�NSIDERED COM�LETE WHEN
<br /> � i i ---�-----�_____��._.��_.�_______�-- - � - - --- .�._I�_.�_ \ � -� ` ! � i _ ALL CELLS REQUIRING GROUT HAVE BEEN FII�LEQ AND '
<br /> � I LfNE OF EX1S�T CMU � � I I I LINE OF EXIST CMU I I I LATEF�AL SUPPORTS HAVE BEEN A�fTACHED AS SHOWN ON
<br /> c�' �� " , n , _„ �_��, � , _» .
<br /> � i I WAL�, SEE ARGH �� -� �1��'��,. �- �� �) WAL�, SEE ARCFi _�..��'�� �-s -�.-k THE DR�IWINGS. .
<br /> �
<br /> �
<br /> � P�I \TIA� B�-1� E I� L C�. �I V � I I � � 0 LT P �;��1 PARTIA� � EZ ZA� I N E FRA�i I �l � P LA�1 10. B�ND I3EAM R�iNFO�CEMENT ABOVE AND BELOW OPEf�11NGS
<br /> � 1 � SHaLL BE (,ONTINUOUS (IE., �JNSPLICED} AND EXTEND 2
<br /> QI SCALE: 1/4� - 1 '--0„ 5456 5623 SCALE: 1/4„ - 9,_0„ � M1S79 S623 FT B�1(OND 4�ENINGS
<br /> �„ �"�� NOT�. NEW W5x 12 TOS EL = 1 U7 1/2
<br /> , � � � � � NE�N HSS$x8 TOS EL = 110 3/8" 11 . PR�VIDE 3/4"MIN. 1 1/2"MAX. CL�AR SPACE BETWEEN
<br /> � 3'-��" �� ?'�� ;�/��n `� TOP OF WA�LS AND �iOTi-OM OF STEEL. PLATE, DECK OR
<br /> �� ( BEAM,
<br /> s 9 5/16" � 7'_qH I 2'-4 3/4., '
<br /> � ���� ,� �I �I��� � � PROVIDE 12" M1N. 12. UNLESS OTHERWISE NOTED, PROVID� LINTELS OVER ALL .
<br /> � � I I � i � + � SEPARATION BETW�EN CMG1 �LEAR EPTN OPENINGS IN MASONF�Y WALLS ACCO�D�NG TO THiS ,
<br /> a - -� � ,---- � , .�' �- _�_' _ _NLUV..CMU _� 8c DtJCT, �ILL THE G�P WlTM THICK SPAN �IN} NO�i. REINF. STIR�UP� SCE-1EDULE ANQ f�E�FERE�ICED DETA(L5.
<br /> � /� - _��"� �_.�__ __.� ; � � I � 'NA���BEL�W FIRE-PROOFING MATERIAL „ 4'_0„ OR 8 (2) �4 �0� ��3 � �16 „
<br /> S523 S623a � ; ; � � ) I ' 8 LESS 13. LINTELS ARE SCHEDULE� FOR EA�H � OF WALI�
<br /> � _ ( , , , � � � � ; � � f � 1 _ » ,
<br /> ;t, , , �, THlCKNESS. IN 6 �JALL, PROVIDE �1 FRECAST GREATER
<br /> PR4V{DE 1- MIN. � � { � � � �
<br /> " 4 - 0 16 2 'S BaT 3@8
<br /> � , � !�I �I' I z 6 -4' (1) f�4 �i�OP REIhiFORCING. LINTEL WlTH .50� CONCF�ETE.
<br /> m �' � I;(� � � � I ( I � 5623 S623b� S623 S623b SEPAR�iTION BETWEEN .
<br /> � _ ;�; '� I ; ! CMU ANQ FIRE PRO�FING 6'-4" �;0 1 6 (2} #6 8 0 T �S � Q 8 14. MA�CE-UP OF LINTELS IS DETERMINED BY ARCNITECTURAL �+
<br /> N _ �-- - FI �_� __-��, -- -- --r---- - � ---�--,�---�---- � M STL BM THRU CMU �1ALL � -o (�) #a- �oP �.
<br /> � B � __ _ . F � ------ ---- $ o ST EL SEA FlNISH REQUIREMENT.�. FOR EXAMPL� A LINTEL OVER 1� ' `�
<br /> N + � � --- --- � EXIST STAIR�1 Y TO ��' -- --'" [�UCT THRU CMU WALL , „ 5'-G OPEN(NG !N A 12" VVALL COULD BE ElTHER:
<br /> a
<br /> S623 S62,Sa ,�� ��� F3E R�T1'ACHE�D � I � E(�OXY UROUT 4 CMU PARTITION
<br /> % � j;;; �� �^ � i � � � � ---------� C� 32" Q.C. �iQTE: A.) 3 - L.3 1/2x� 1/2x1/4�,x6�_�,� LONG .
<br /> � � � �(;� � � � � N W ST�1IR�NAY � �E,r��r�,,;,>��r;�r 7� � ;}� TOP BARS AS � � �� B. 12"x�" MP,SONRY tJN4T OR PR��AST CONC. LINTEL
<br /> � � � I � NHER� SCf-IED I�Jr-IILTITES 16 DEPTH } � �
<br /> % '; S623 S�23a �° I ;'; �; � � � � ---_.._ _�_----- � .� _:. SCHEDUL�D USE 8" DEEP LINTEL BLOCK AND REG WITH 3-�4 BOTT�M AND TOP.
<br /> z ��' ii � � � �, � ,�
<br /> �-' � � � � �I� �; - „ ' � I j �.�_____�____ 'l, ?'�>t'�r'r" ?} '�,. � .;'. 8 DEEP BI�OCK 1fVITH INN�R WEE3S C.) ONE L3 �/2x3 i/2x1/4" PLUS 8"x8" MAS�NRY UNIT
<br /> � ', ;{, I 1.5 x2� GA GQMP STi� DECI� , 'I RBUTTING CMU --- °- � � REMQVEQ. rILL 16" DEPTH WlTH ah1E �OR PREGAST CONC.) LINTEL WITH 2-#4 T(7P AND
<br /> � ' � ! I�f� i; W/ WWF 6x6-W5.5xW .5, 1�f I - — WALL OR C�LUMN a �. �OT�OM.
<br /> � ', � ��� �� �� , ------^w MONOLIT�-IiC CONCRE�E GR�UT PUIJ� �
<br /> , __-- = - _
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