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�,�.:�. ,�.�.�:.�..���.�,�. �,��..� ..�.w��;2;:,;�,,...„��,..�_,. , <br /> GENERAL NOTES _ �_" ' <br /> 'p� -•�t,., � <br /> THE GENERAL NOTES SUPPLEMENT THE REQUIREMENTS OF THE PROJECT + <br /> SPECIFICATIONS. IF A CONFLICT IS NOTED, CONTACT THE ENGINEER PRIOR TO <br /> � � � <br /> 9 � � <br /> CONSTRUCTION. � ' � � � <br /> REFERENCE TO CODES, RULES, REGULATIONS, STANDARDS OR REQUIREMENTS OF � r -� � <br /> REGULATORY AGENCIES IS TO THE LATEST PRINTED EDITION OF EACH IN EFFECT AlW a A� <br /> �,�..,��:.. �,��,�.,����� � �.. � :� <br /> F BMISSION. .� � „, �, � - y� � .,,.�....,:�,, , � ° � �� ��� �. <br /> THE DATE O SU _ � �. � � � <br /> ., �. ����.�,���. <br /> .� .�.ri.M . � r. <br /> �: � � { � �� �� � t . �; � ��..�� ife Of l�o�tr �ril�ir�g <br /> ,;; , �.�..��=. : � - � _ <br /> . � <br /> r� `��� � . <br /> = . t.;. "'° . � _' ,� -- _..._ �-,. <br /> P NSIBLE FOR COORDINATING THE WORK OF ALL TRADES �j�j � ��� %�°�'�'""� �' �k�� ' '� � �; ' <br /> T;-�E CONTRACTOR IS RES O _ . _ ' <br /> 4�A!lA.�� � , „ . "`'� � �;'" - "��, � �'�� - ��",x"�ai�` ,�.'� �:,ka'B'�`.. ��" , . .-'�,:y�!'`":��4'�� <br /> 2 <br /> HE WNER OF ANY DISCREPANCY AND ~ " ' <br /> AND FOR CHECKING DIMENSIONS. NOTIFIY T O � � . MCKINSTRY . <br /> � ��� '� � .� �' � � <br /> � -,. �-� - °� �€s� � t �- ;.� :�^��''° ..,�»� ��. �, � � _ '� �� , �°�_� ,,�„_ r�.,�; � C� <br /> - TRUCTION. " ,4 .��: � � � '-�� r "d� y <br /> �ticSOLVE CONFLICTS PRIOR TO CONS �.=�, ° �:-. �� � t � ,� �.. ,<, :�u <br /> � � - f ' � �_. '� -- - �� -'�� ,£, �, ' ' :� � � `'� �� Y .,, _ �"r� _ _ a ,. _ +�. - , <br /> �.�.�_�' p x� : _n..-' ' '�`'".� ,_ � k_'� ty,�'"»� `K �'e� �- '� - �'-:�.,r�'� ' ,.�°�: ig -�.,..� �.. �-- - .�.� � ,�,� -�.`4--� � "'� M� � <br /> �„ ' . _ s�` - '�ry.�.`"`_�;�-�1 $ 'a, � - �',_ .'u �� �� , �n`,., , �� a'� �"`-�y" �t' �: <br /> DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE ' �;; �;,_F,� � �,:,`.. . -,�� ,�, �, , �ry F �,s. � : � � � �` "� " ���� ° � � y ; _�;. ,. r�_g�� . ti � '_��' ' � SEATTLE: , <br /> w: ; � , . � �' <br /> CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO �; F � 'R �,, `;� ` ` �`�'��� '�:�"t . �"" � � �� � �' � ``' �� � �-���:� �, ,ri 5005 3RD AVE SW <br /> , . _ <br /> SECTION ::� �-=� " ��.��..:�� .�- � ; :, .._s:��� .. <br /> DETAILS INDICATED, USE SIMILAR DETAIL OF CONSTRUCTION, SUBJECT TO REVIEW BY �� �' ` � � ' +: � x *'`` �� ' -"�"` � �� � �� � ��� '�^° �K <br /> ����� �� ° � " ' � �'� SEATTLE, WA 98134 <br /> �, �_ ., . . . �a � � �; ,� � ��w � �, �� •-" �; � . '� <br /> THE ENGINEER OF RECORD. � �: � . ,, � � �� � <br /> _ _ 4. � � "3 �.. ,�� 8 -t' .aaf , t � <br /> � � 1 &� '�F 1 y�"��'f� "��'&�� r�'d. � ,1hire "�� y.�..n.'..i � <br /> cK,. W <br /> f�! � � �,� ��" ��: � � �� � �� � �a � � �� � ��� '� � f� �� >� � 206- 762- 3311 <br /> SECT SECTION NUMBER �C �¢� , � �� t :�� 4 . : �� � �: �� � � � '{ ,�,� <br /> THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION. THE , " - � - � <br /> � � � ��� x ,�S -� -� , � � �`� "�' ,�� � '�, .-� <br /> � '� _ <br /> CONTRACTOR IS TO PROVIDE MEASURES NECESSARY TO PROTECT THE STRUCTURE S-301 SHEET NUMBER � „ ,.� � ,� �� ,� � `..� � �� -�--_�: ;�,-�� t , �°" ;�{ µT�., , �'� �. , �� f www.mCkinst com <br /> ,. :; t ' s_- �•�- m�,� "? s ,a.�""�r'�'� , � _ ._ ,,?f 4.' �';,'- ',�;" -,Y`.._ - ��, ; ���%. , � d7"' �� y�A ' � S , �� . <br /> DURING CONSTRUCTION. SUCH MEASURES INCLUDE, BUT MAY NOT BE LIMITED TO: �� .�,�: :,� � _ ,� �` �� �,� �;�°��. � :; � �';�;. �.,�� � :.�., i. ��,��;�,., ..<�'�� -- -- `: � . ,. .�.,,.:v. ,,, , "j� <br /> s_, �.�€ +3�, q- �;, 9`,g r^ �:.s,.�; _:� ��_.....�_a.,�.�:,.,��'. - ' r��@ 'u� '�k< d, {: ' ' �,4 �"."Y "y�t'a',+ � f ��$`'', <br /> BRACING SHORING AND SEQUENCING TO MAINTAIN STABILITY DURING _,_, , ,� ' � �.,.._. � _ _ �� ��, ��-_ � - � ���� �-��.����'�-�� ' • �"� g� '�j y�,�'.j��. �°�" <br /> � _ � - �_ - �� - , . , ,� � �� �:�� ,. . , «�3 - i . r � , ^`.L,+.�,; - ,d f_ �^� . <br /> . <br /> �s ., <br /> �ec d <br /> x .*�-a <br /> r • •Y'+�.^ ' � <br /> _ a <br /> # <br /> Z ,. : � <br /> CONSTRUCTION. a '� � � , � - '� .. � � ,, . � ,� .. .,..� �,�. .�mm��.��.�, <br /> DETAIL ` � <br /> . , <br /> .� � ; <br /> '�� a.,��"x'- E. , �"„' � " ..- _ �,�e,�'"^x:. ya,..w.�^� '��`'� , ir �� Q ., <br /> ��... t R j � � � _ �„;xr ^ n �� �� ;; �, r�� d $.. ; PROJECT: <br /> � ' ��<- ' � ��,�.- a� �.� ._.=:>r...t.�«^'_•�"�i r--� . ,�.:.� ,�:t.�.� � �y .;�°� �`-r �v�:� �, - �'�. �; s <br /> INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS . � `� � � � � r.�� <br /> ,. �._ �'nN`�k'� _ _ d.+w�..--.i ,.i ��, ���`� � ' �,.. Y � *k" ,,,, €� Q'�.�tt,-> h's"*�- ..-�_; ���r� . ��i+�w�s,. - , <br /> ED E BUT WITHOUT CERTAINTY OF ACCURACY. ' ' � - r '� �. � .T � .,..._F.�.�,p��� �C��M�� .�� ' � � � "�" �,� ,���:; � �.. 7 -��.. . ��«��:�*��. ; , <br /> REPRESENTS THE PRESENT KNOWL G 4 DETAIL NUMBER � �- �F �-- '� � 1 ��. � <br /> . • . <br /> . �. <br /> �:. <br /> f �_�w��� ��s � . .�:.oF � �.�_ . �:� ,���� � � r�� � a� _ t �� � § � t SNOHOMISH COIJNTY <br /> . . K <br /> ; p �.�""�;� . , �,... ,, ,x. � :. - �... : _. <br /> CONTRACTOR IS TO REPORT ANY DISCREPANCY TO THE OWNER AND ENGINEER OF • ; GRID LINES � i . �.. ; � : s • �, . �,�, _.��� �'> <br /> R HALL NOT DEVIATE FROM THE CONTRACT DOCUMENTS _ S-301 SHEET NUMBER ( . . �" ��F, # � �r�� � � �;a� ,._ - ��- � � : �_ 4 �.�r<< � ' � �. � ; <br /> RECORD. THE CONTRACTO S i � �» � '"�' ` . - ` ' �� ' � <br /> . ... . ? �.,.;t� t �N'. � :��� '�.;� �°.--_�.�@M.''�, T.L�''� , . 3+� �f.Y - j -� '�.�--�^� �.�{ e.::•. � -'� ,.Q �'����"��...�-�'a . � � ' �- a . , � s �'�F""'. �j �T . <br /> WITHOUT WRITTEN DIRECTION FROM THE ENGINEER. HVA� IMPRO Y EMEIVTS . <br /> ��� � E � ;_�s � <br /> � '�: � � "� ,�,`� �` '�= . � � � _ � �� � ' �, '��'��''`�. .�+ � � � � �-._ � �` , <br /> . �",� i ,i� �, �, , '� ,. _,� � ��` �._.p_�� <br /> � �--- � - �, �^ � � �. „ .. �� .�. � , �,. � -� ,:-i�' �� ��- �� ° �F <br /> ,.. �.�. �, r I��y��!��,. i <br /> THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EQUIPMENT, SUPPORTS,AND ELEVATIC}N = ATION EAST <br /> ;� � = � � ,��.: � e ���.��..� � _—�M� w;� � � ,� - ° � � � �. .c .� P� : . � � � s n ADMINISTR <br /> SEISMIC RESTRAINTS PRIOR TO FABRICATION. IDENTIFICATION OF EXISTING UTILITIES NORTH ARROW �''".�� � Tj���'` �' � ��9,,A. � ��@ = a . � �'�` " � " b �"-= � t"��"" � .. �, . .,,-. '�s <br /> �, ���A� � ., � � - <br /> � ` � � , ; _�.�. . , F . � � �" j . � �: � :� .. , BU I LDI NG <br /> THAT INTERFERE WITH EQUIPMENT INSTALLATION IS ALSO THE RESPONSIBILITY OF � �� .� :y = -� "" � ���-` <br /> , . .. � . � <br /> 3 ELEVATION NUMBER � �': ,'�• � _ ' _. :�.. .�;: �} � . ::� � � : �� �` ° �� ��� �s :; .�� s'_.. � a . <br /> THE CONTRACTOR. THE CONTRACTOR IS TO NOTIFY THE ENGNINEER IF FIELD � � � � « � _ _ <br /> ` � �y �' ���"� :.� � � ,�`� �` � � `�� E. - ���`, ����� .�`� �� SERVER ROOM CRAC 2 UNIT <br /> �'�-'�' • � - � S- - �.�r ��uM1�'"� �-�` � ��-}� .- � - , =--�,� � " A� ..-���� r.,:�... . �T�-_ _ -�;u�*.�-',,.�-.*....�,� . <br /> CONDITIONS RESTRICT THE INSTALLATION OF COMPONENTS OR RESTRAINTS SHOWN �� �` � ;.,=x.-.� �„ - �.,, � � � �,u ���; , ,,. ., ,. .�.,�.� ��-�.--,- ' @,�r� �.,_� , : <br /> ,, �� � � r � �- � �„ �,� ,�. �� <br /> ON THE DRAWINGS. ` ° . � . <br /> S-301 � k � � � .� �� �'� � �� REPLACEMENT <br /> SHEET NUMBER t:�.� � � � � � �: � � � �` �.,�:. � -�' ' <br /> ——————— FUTURE CONSTRUCTION; � ��•� ¢ �F,� ; �� �,� �-�� . �" ..���....� � .na, � �������'� ➢ <br /> �Ennouriorv: ARCHITECTURAL PROFILE � �� - �-����..��'�� � - ¢.� ` �.,,� <br /> - <br /> � ��ew.._ -,� .,.r� , � _ - _ . _, - - �"`-;� �'-`:�- `� �'w�w`�-_� w�^^�-�,,. ;,." ,�'-, r, ��,n.� �' > t ��;�; �-,,..- <br /> CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY ,.. r; <br /> .,����'�� . - r� . �-- •+�'-,� �'��} � �..,y � ,H�"_ t --'�` '��''�-.r�n -� �� � � ,� � _v-'�i�:'�:''-.,� <br /> .. . --: . _ - - ��' _ � �•� ' . .- -�er ,'� ` Y�-�Y�.".q,- ���n3�€c-->a;�-.'�'�.,yy�s�� �\ - 'Z� �!; , ,. ���y ... ,}r',,,,..., �,y. � <br /> DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION Y �� ` <br /> '. -,�.� >.���"� , .�` � ��-:., . ��� �, ,. _ .,. ,� ,x>.� �k . � �.�` � � �`;�' � <br /> EL EXISTING ELEMENTS r �� � � ��; � � � � . � <br /> NER SUITABLE TO THE WORK SEQUENCES. EXISTING ��`�-<�`.�,�;��".- ; ... �a _ � , � �...�«�, y � ��� ' � � ,�:� r, � ::. ��`�- � � s :. o ,: , <br /> AS REQUIRED AND IN A MAN TOP QF FLOOR ' <br /> N THE DRAWINGS. °`.� ' ��� � ':r � � '��� � � �� �`�" . � ' <br /> REINFORCING SHALL BE SAVED WHERE AND AS NOTED O � d F� F�' � T^f .��` .� � �jM � ` � �� ���"y��N ������ � J � � = <br /> VERL AD THE EXISTING ELEVATION FUTURE ELEMENTS .� ..� ��� - .�, ��tt � ;. �.�� � . 'y � � , ,� - ���- � PROJECT LOCATI�N , * ,.� ,. <br /> DEMOLITION DEBRIS SHALL BE ALLOWED TO DAMAGE OR O O � �� �' ' �` '� � � � , <br /> = � <br /> r � �_- � � � � � � -- :� ,�- � � , <br /> STRUCTURE. CONTRACTOR SHALL LIMIT CONSTRUCTION LOADING INCLUDWG DEMO ��� �� �" �" A`� ;:� �'° � .� � �LL��� ,��� ��_..�`,. r' " _'�' �`' t� � ... * '� � � :,'� ° ' � �; � � ,_`x � <br /> � ��� § � . , �� . �. � � . ;_.:�.�� �� — ; �. � - �� . a .: . � �... �� 3000 ROCKEFELLER AVE <br /> DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF AND 25 PSF AT ROOF. ' '� � � � � , » �` 7., ° .� � • � '� '. �" " . � <br /> � t ��� �. � � `�; ' �" • � ��v �. � _w� _ - � ;�, " �., �� <br /> EARTH 1/S-201-A ��� ;"�� �� � f � � �� `�''�.� f , - �— . ..,��,.,.��._.a,y�-�� ,�.� .��, �.� ;, �,:� ��� ..� � �-�a E E�TT �A 9g201 <br /> ; <br /> — -- — -- — MATCHLINE ;��� � � � �, . ;�.,� � `� °� �� ��:_, ,� � �"� ,���:� ��{ �' � °� . ;�x V � <br /> SAWCUTTING/CORE-DRILLING: y� � - � �� ; �� ;`` � � . -� ~� ,. F•-����:.��.��... �;�_ 4._. x,�� ss <br /> 1/S-201-8 r� - . � :� . �� � •:. ��.._� :; = k � � ,� <br /> - R F R APPROVAL PRIOR TO 1�.. _ . � ._ y ��.y , ?, ,� � �` ,> �, r �.., $ ` ; - �� ;� � .';.�� r.w� ��„ f,, k .��'�'_ . .,. . : . _ .. . , ..k. ,�.. . :_ . <br /> SUBMIT ALL SAW CUT LOCATIONS TO ENGINEE O _ � , <br /> ,� � � 4 �� a : =� � � �.. ." x'� . :ry,. y �, � a.� . ,x�..: ,, . , . ,< :,.�n,��. <br /> CONSTRUCTION. CONTRACTOR TO IMAGE WALL AND LOCATE EXISTING REINFORCING , ; ' , ' ,. -_, _- - '. v �. - � ` : �. r ' � ` . ,°' ::� ,. . , , . .� <br /> � �,�;'�k.. ��,' �,� � � � � � ��� �' � � � �� ~�-~� P� � ��� CONSULTANTS: <br /> AND SUBMIT TO ENGINEER PRIOR TO SAW-CUT OR CORE. CONTRACTOR TO SHIFT � ��:_ � ��' . f „ " � �„ � �'�x,: ��' � :,- � � <br /> � - ....�:::� ���� . . . �_ �#���:: .�... � �A _ <br /> PROPOSED OPENING AND/OR CORE DRILL LOCATION TO MINIMIZE CUTTING EXISTING ' � � � � � � " '`�` � ` �� � "'"� �` ' �`�� � ' <br /> THR UGH EXISTING MASONRY WALLS �%...�� .,��. .., _�:, ,�� x�_;:.:��,�...�..�n�__�3 �.:..:. ..'� �..i�,�'4 ��...._ .. ��":. ,�._ . � ���:....�n�,����. _,�. ��.�'�°�.�:��-..,�.,�.. .,_..� ..� °� �" �..�. .��,.�.�H <br /> CONCRETE WALLS SLABSOAND BEAMS SHALL BE SAWCUT NEATAND CLEAN; NO M ISCELLAN EOUS SYM BOLS <br /> OVERCUTTING AT OPENING CORNER LOCATIONS IS ALLOWED. AS REQUIRED, CORE <br /> DRILL CORNER AND CHIP, GRIND OR CUT THE CORNERS TO PROVIDE THE MINIMUM <br /> REQUIRED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND <br /> COORDINATE OPENINGS WITH EXISTING STRUCTURE PRIOR TO CUTTING/CORING. �- <br /> VICINITY MAP <br /> DESIGN CRITERIA <br /> CODES: IBC 2015 EDITION ALONG WITH WASHINGTON AMENDMENTS, <br /> ASCE 7-10,ACI 318-14 <br /> LOADING: <br /> DEAD LOADS: (EQUIPMENT SELF WEIGHT) <br /> 1. LIEBERT CRAC 2 UNIT: 3000# (MAX) <br /> SEISMIC: UTE I I � <br /> SDS: 0.88g DESIGN SHORT PERIOD ACCELERATION , <br /> IE: 1.0 SEISMIC IMPORTANCE FACTOR DESCRIPTION <br /> UNIQUE TAG# CRAC#2 '' <br /> ANCHORAGE TO HARDENED CONCRETE <br /> ANCHORAGE TO HARDENED CONRETE IS TO INCLUDE MECHANICAL AND ADHESIVE LOCATION LOWER LEVEL <br /> ANCHORS OF SIZE, NUMBER,AND SPACING AS SHOWN ON THE DRAWINGS. HOLES QUANTITY 1 <br /> ARE TO BE DRILLED AND CLEANED AND ANCHORS ARE TO BE INSTALLED IN STRICT SERVICE AEB SERVER ROOM <br /> ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED 1NSTRUCTIONS AND AN <br /> APPROVED ICC-ES REPORT. INSPECTION AND TESTING IS TO BE PROVIDED IN PHYSICAL DIMENSIONS <br /> ACCORDANCE WITH THE GENERAL NOTES AND THE APPROVED ICC-ES REPORT. OVERALL LENGTH(INCHES) 109 <br /> OVERAL�WIDTH(INCHES) 35 <br /> WHERE A SPECIFIC TYPE OF ANCHORAGE IS SPECIFIED ON THE DRAWINGS, QVERALL HEIGHT(INCHES) 76 <br /> �:JBSTITUTION FOR A DIFFERENT TYPE OF ANCHORAGE (INCLUDING SUBSTITUTING <br /> F�R CAST-IN-PLACE ANCHORAGE) IS NOT PERMITTED WITHOUT PRIOR WR�TTEN UNIT OPERATING UUEIGHT (LBS.) 3000 MAX �-1 O�� MAX--� <br /> APPROVAL. <br /> NOTE: CRAC SCHEDULE INFO FROM SHEET M7.0 ' <br /> ANCHORS ARE TO BE INSTALLED AND INSPECTED IN STRICTACCORDANCE WITH THE MECHANICAL SCHEDULES AND SPECIFICATIONS � �• <br /> APPLICABLE ICC-EVALUATIONSERVICE REPORT (ESR). SPECIAL INSPECTION IS TO BE I {N) CRAC FLOOR <br /> PER THE TESTS AND INSPECTIONS SECTION. ' STAND <br /> I <br /> MECHANICAL ANCHORS: <br /> PROVIDE ANCHORS SPECIFIED ON THE DRAWINGS. AT LOCATIONS WHERE 2�� �}C <br /> ANCHORAGE IS NOT SPECIFIED, PROVIDE HILTI KWIK BOLT TYPE `TZ'ANCHORS, {N) PL 10 GA � <br /> INSTALLED PER CRITERIA DEFINED IN ICC ESR-1917. PROVIDE STAINLESS STEEL ' (4) #12 OR 1/4" <br /> ANCHORS WHEN EXPOSED TO WEATHER OR IN A CLEAN ENVIRONMENT. PROVIDE <br /> � ' � SCREW (TYP) <br /> GALVANIZED CARBON STEEL ANCHORS AT OTHER LOCATIONS, TYP UNO. LOCATE � � � <br /> REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING X X I X X <br /> PLATES, MEMBERS AND OTHER ATTACHED STEEL ASSEMBLIES. <br /> ----- ------------------------------------------------ <br /> REMOVE GREASE, OIL, RUST AND OTHER FROM RODS AND DOWELS PRIOR TO �' � X � <br /> INSTALLATION. PLACE ADHESIVE ANCHORS PER THE MANUFACTURE'S X <br /> --------------�--------------- (4) #12 OR 1/4" .. <br /> INSTRUCTIONS. IF REINFORCING IS ENCOUNTERED DURING DRILLING,ABANDON A3 A4 <br /> LOCATION AND SHIFT THE HOLE TO AVOID REINFORCING. PROVIDE A MINIMUM OF 2 � SCREW (TYP) <br /> ANCHOR DIAMETERS OR 1"WHICHEVER IS LARGER OF SOUND CONCRETE BETWEEN {E) SHEAR WALL , �,�'�A�� <br /> REGIST , ,:.;.... :. .. _ <br /> THE DOWEL AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON- ' � � � ' �µ <br /> RATIQN: <br /> SHRINK GROUT. IF THE ANCHOR OR DOWEL MAY NOT BE SHIFTED, NOTIFY THE <br /> ENGINEER. LOCATE REINFORCEMENTAND CONFIRM FINALANCHOR LOCATIONS _----- ' ------------- ' ----- AF ' <br /> PRIOR TO FABRICATING PLATES, MEMBERS AND OTHER ATTACHED STEEL I (N) L6x3x10GA <br /> ASSEMBLIES. � �woF w`'`sk�y� <br /> �� G �D Rr,. <br /> MISCELLANEOUS � �� , <br /> (E) 9" TWO-WAY N 1/2" DIA HILTI TZ W/ � � <br /> CONC SLAB I t ) ( {E) CONC SLAB � °�' <br /> 3-1/4 EMBED �' - _ <br /> REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL, OR OTHER DRAWINGS ( NOTE 2 I � �`' <br /> FOR DIMENSIONS NOT SHOWN, INCLUDING INFORMATION SUCH AS: SIZE AND � � 42011 , <br /> �o <br /> �� �� � �wx <br /> LOCATION OF CURBS, EQUIPMENT HOUSEKEEPING PADS, WALL AND FLOOR � ,��s 'vrs�reR"��� .Y <br /> SEISMIC ATTACHMENT DETAIL Sj�NAL� <br /> OPENINGS, BLOCKOUTS, FLOOR DEPRESSIONS, SUMPS, DRAINS,ANCHOR BOLTS, i � DET <br /> EMBEDDED ITEMS, ARCHITECTURAL TREATMENT, ETC. THE CONTRACTOR SHALL <br /> COORDINATE DIMENSIONS AND RESOLVE DISCREPANCIES OR CONFLICTS PRIOR TO � � SCALE: NOT TO SCALE 1 EXPIRES • 9— 2 3 - 18 <br /> CONSTRUCTION. (E) C2 I � <br /> � I (N) CRAC 2 UNIT NOTES: <br /> ' WT = 3Q00# MAX 1. "N" DENOTES NEW; "E" DENOTES EXISTING. ' <br /> SPECIAL INSPECTION I � 2. PROVIDE CONNECTION AT EACH LEG OF FLOOR STAND. <br /> , : .. .��:� � ,.::�:�..:.�;>�;:�, . . .»�;�.:�,�,.�.�;� �;��.� ,w�;,:_,...«: <br /> THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION AND TESTING PER IBC I ISSUES: me4m�.1 <br /> SECTION 1705. THIS WORK SHALL BE PERFORMED BY A SPECIAL INSPECTOR ' � NO DATE DESCR�TION <br /> CERTIFIED BY THE APPROPRIATE JURISDICTION TO PERFORM THE TYPES OF I I 1 9/22/17 PERMIT DRAWINGS <br /> INSPECTIONS AND TESTS SPECIFIED. THE FREQUENCY OF INSPECTIONS AND I ( , <br /> TESTING SHALL BE AS OUTLINED IN THE IBC TABLE. DEFICIENCIES ARE TO BE I <br /> REPORTED DAILY TO THE CONTRACTOR. SUMMARY REPORTS SHALL BE , �- <br /> DISTRIBUTED WEEKLY TO THE OWNER, ARCHITECT, CONTRACTOR, BUILDING I � <br /> OFFICIAL,AND STRUCTURAL ENGINEER. SEE THE SPECIFICATIONS FOR ADDITIONAL <br /> REQUIREMENTS FOR SPECIAL INSPECTIONS AND TESTING. SEE IBC SECTION 1705 � � ' <br /> FOR ADDITIONAL INFORMATION: � I <br /> � Q�.1Q1 � <br /> ITEM: INSPECTION: (E) C3 ( � <br /> ANCHORS CAST IN CONCRETE TABLE 1705.3 � I <br /> � <br /> SPECIAL CASES: ( <br /> 1. DRILLED-IN CONCRETE ANCHORS SPECIAL PERIODIC INSPECTION ------ ------------- + ----- AG <br /> I <br /> � , <br /> I I <br /> � , .. <br /> I I <br /> i <br /> � , <br /> II �_,�,,��::�o .�.��.�,,, �,.�� :�, �, �u ..�d�µ . . .� <br /> ii DESIGNED: �H K <br /> DRAWN: �H K <br /> CHECKED: .J H G <br /> ADMIN BUILDING LEVEL 0 PARTIAL PLAN 1osNo: 201868-001 Y � <br /> SCALE: 1/8" = 1'-0" <br /> NOTES: <br /> HEET I . <br /> 1. "N" DENOTES NEW; "E" DENOTES EXISTING. <br /> 2. STRUCTURAL INFO ON PARTIAL PLAN DRAWING TAKEN FROM MKA STRUCTURAL GENERAL NOTES, EQUIPMENT . <br /> DRAWINGS, SHEET: S240; SEE ORIGINAL STRUCTURAL DRAWING FOR ADDED INFO. SCHEDULE, PARTIAL PLANS <br /> 3. COORDINATE MECHANICAL EQUIPMENT LOCATIONS WITH MECH DRAWINGS. <br /> 4. SEE GENERAL NOTES FOR ADDITIONAL INFO INCLUDING SPECIAL INSPECTION. gt CONN DETAILS <br /> SHEET NUMBER: � <br /> • <br /> �:,�.�.4�.�._�e�t��w�,; ��.:,,kw :,,a«.�.,�.U.,. ,._.�,��;.' — —.,_ ,..a, _H �, <br /> � . =- � — i. ti , - T � � " , ' , t' . ��.r , � '�, 1.,, '� „"- •. 1 . ...e.."'� <br /> - ' - - _ � _. .., .. ., . . �, . _ 'i_ . , .. . �c� '�`4%:- • d`�� , . ' - - - .. <br />