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<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�
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<br /> F BMISSION. .� � „, �, � - y� � .,,.�....,:�,, , � ° � �� ��� �.
<br /> THE DATE O SU _ � �. � � �
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<br /> P NSIBLE FOR COORDINATING THE WORK OF ALL TRADES �j�j � ��� %�°�'�'""� �' �k�� ' '� � �; '
<br /> T;-�E CONTRACTOR IS RES O _ . _ '
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<br /> HE WNER OF ANY DISCREPANCY AND ~ " '
<br /> AND FOR CHECKING DIMENSIONS. NOTIFIY T O � � . MCKINSTRY .
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<br /> - TRUCTION. " ,4 .��: � � � '-�� r "d� y
<br /> �ticSOLVE CONFLICTS PRIOR TO CONS �.=�, ° �:-. �� � t � ,� �.. ,<, :�u
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<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: ,
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<br /> CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO �; F � 'R �,, `;� ` ` �`�'��� '�:�"t . �"" � � �� � �' � ``' �� � �-���:� �, ,ri 5005 3RD AVE SW
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<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. � �: � . ,, � � �� �
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<br /> SECT SECTION NUMBER �C �¢� , � �� t :�� 4 . : �� � �: �� � � � '{ ,�,�
<br /> THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION. THE , " - � - �
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<br /> CONTRACTOR IS TO PROVIDE MEASURES NECESSARY TO PROTECT THE STRUCTURE S-301 SHEET NUMBER � „ ,.� � ,� �� ,� � `..� � �� -�--_�: ;�,-�� t , �°" ;�{ µT�., , �'� �. , �� f www.mCkinst com
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<br /> DURING CONSTRUCTION. SUCH MEASURES INCLUDE, BUT MAY NOT BE LIMITED TO: �� .�,�: :,� � _ ,� �` �� �,� �;�°��. � :; � �';�;. �.,�� � :.�., i. ��,��;�,., ..<�'�� -- -- `: � . ,. .�.,,.:v. ,,, , "j�
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<br /> BRACING SHORING AND SEQUENCING TO MAINTAIN STABILITY DURING _,_, , ,� ' � �.,.._. � _ _ �� ��, ��-_ � - � ���� �-��.����'�-�� ' • �"� g� '�j y�,�'.j��. �°�"
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<br /> CONSTRUCTION. a '� � � , � - '� .. � � ,, . � ,� .. .,..� �,�. .�mm��.��.�,
<br /> DETAIL ` �
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<br /> ��... t R j � � � _ �„;xr ^ n �� �� ;; �, r�� d $.. ; PROJECT:
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<br /> INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS . � `� � � � � r.��
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<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 ��. �
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<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 � �» � '"�' ` . - ` ' �� ' �
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<br /> WITHOUT WRITTEN DIRECTION FROM THE ENGINEER. HVA� IMPRO Y EMEIVTS .
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<br /> THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EQUIPMENT, SUPPORTS,AND ELEVATIC}N = ATION EAST
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<br /> SEISMIC RESTRAINTS PRIOR TO FABRICATION. IDENTIFICATION OF EXISTING UTILITIES NORTH ARROW �''".�� � Tj���'` �' � ��9,,A. � ��@ = a . � �'�` " � " b �"-= � t"��"" � .. �, . .,,-. '�s
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<br /> THAT INTERFERE WITH EQUIPMENT INSTALLATION IS ALSO THE RESPONSIBILITY OF � �� .� :y = -� "" � ���-`
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<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� �.,_� , :
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<br /> ON THE DRAWINGS. ` ° . � .
<br /> S-301 � k � � � .� �� �'� � �� REPLACEMENT
<br /> SHEET NUMBER t:�.� � � � � � �: � � � �` �.,�:. � -�' '
<br /> ——————— FUTURE CONSTRUCTION; � ��•� ¢ �F,� ; �� �,� �-�� . �" ..���....� � .na, � �������'� ➢
<br /> �Ennouriorv: ARCHITECTURAL PROFILE � �� - �-����..��'�� � - ¢.� ` �.,,�
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<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 �� `
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<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 � �� �' ' �` '� � � � ,
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<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., ° .� � • � '� '. �" " . �
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<br /> EARTH 1/S-201-A ��� ;"�� �� � f � � �� `�''�.� f , - �— . ..,��,.,.��._.a,y�-�� ,�.� .��, �.� ;, �,:� ��� ..� � �-�a E E�TT �A 9g201
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<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 _ � ,
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<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
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<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: �
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