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Permit#: 81905-034
<br /> Site Address: 915 N BROADWAY
<br /> - Owner: WSU
<br /> Tenant: WSU `
<br /> GENERAL N4TES
<br /> App. Date: 5/24fZ019 �
<br /> SECTION Praposed Use: COMMERCIAL �
<br /> THE GENERA�NOTES SUPPLEMENT THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. Description: PROVIDE CATWALK SYSTEM ON ROOF FOR
<br /> IF A CONFLICT IS NOTED,CONTACT THE ENGINEER PRIOR TO CONSTRUCTION.
<br /> ACCESS TO AIR HAN�LERS
<br /> REFERENCE TO CODES, RULES,REGULATIONS,STANDARDS,OR REQUIREMENTS OF SECT SECTION NUMBER fe Of Your Building
<br /> REGULATORY AGENCIES IS TO THE LATEST PRINTED EDITION OF EACH IN EFFECT AT THE S-301 SHEET NUMBER , , � ,� , ,w Reviewed By: Date: � ��' (
<br /> � ; ; : � ,� „
<br /> DATE OF SUBMISSION. � I •
<br /> _, , _ .,. , . . , , ,,: . ,. ,:.. .,,
<br /> McKINSTRY Co,LLC
<br /> CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND FOR —�—'�� ; u„ �� ' �Office Set Job Site t Fire/Planning Set
<br /> CHECKING DIMENSIONS. NOTIFY THE OWN�R OF ANY DISCREPANCY AND RESOLVE DETAIL `iF , , ,
<br /> u,� , r
<br /> CONFLICTS PRIOR TO CONSTRUCTION. .•• • ••, i i i ;
<br /> s-�� SHEET NUMBER I GRIQ LINES " � � ' SEATTLE:
<br /> DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE � DETAIL NUMBER _
<br /> � � X� '1 i ' ' S005 3RD AVENU5�
<br /> DET D SOINDICTED,oUSE SIMILAR DETA LDO CONSTRUCTON,UIBJ CT TOAR V�IEW Y THE � , d .
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<br /> � tl � i , ; i � '� PO BOX 24 6
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<br /> ENGINEER OF RECORD. - � I SEATTLE,WA 98124
<br /> ELEVATION � � . "' i � I I � ; ', i 1-800-669-6223 '
<br /> THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION.THE CONTRACTOR IS TO NORTH ARROW s `/ � '
<br /> X6'� , �_ ' .:-.._ + _. r .._.__ , ;__._ ____ ___� _._ _ r.
<br /> PROVIDE MEASURES NECESSARY TO PRQTECT THE STRUCTURE DURING CONSTRUCTION. � ' � ,! ' i � ' ' www.mckinstry.com .
<br /> SUCH MEASURES INCLUDE, BUT MAY NOT LIMITED TO:BRACING,SHORING AND SEQUENCING 3 ELEVATION NUMBER ,
<br /> ;
<br /> � � ;' �
<br /> �- ;N„ i' i � � �
<br /> � � f `��- `_ __- �� -- � -- N„�� � '� �� �i ���i � . °... a €a..`� L�!i.. PROJECT:
<br /> N�FORMATION SHOWN ON�H�E DRAW NGS RE�LATED TO EXISTWG CONDITIONS REPRESENT S-301 SHEET NUMBER _______ FUTURE CONSTRUCTION; � � X� �� /� �„ �, � P, � � t � � � �� � �� � ��������'� �'��` � �
<br /> THE PRESENT KNOWLEDGE BUT WITHOUT CERTAINTY OF ACCURACY.CONTRACTOR IS TO ARCHITECTURAL PROFILE " ' �� �� ' � � � ����� �� � ��� ���� ����� � �"� ������ � ��� �� �� � � � - - - --�-� '� -- � -- --- �� - r ��-- � W S U N P S
<br /> __._
<br /> REPORT ANY DISCREPANCY TO THE OWNER AND ENGINEER OF RECORD.CONTRACTOR _ �
<br /> SHALL NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTION E� EXISTING ELEMENTS X4 � " �o '° , CATWA
<br /> FROM THE ENGINEER TOP OF FLOOR � �� � , " � � � ' � � � � �
<br /> , LK
<br /> THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EQUIPMENT,SUPPORTS,AND ELEVATION FUTURE ELEMENTS 4� �" ' '
<br /> SEISMIC RESTRAINTS PRIOR TO FABRICATION. IDENTIFICATION OF EXISTING UTILITIES THAT c� ,- - - - -- - - � �- , i-l� _ __ ' _ _ _ .___ ;_ _
<br /> INTERFERE WITH EQUIPMENT INSTALLATION IS ALSO THE RESPONSIBILITY OF THE L-��-----� �,:
<br /> CONTRACTOR.CONTRACTOR TO NOTIFY THE ENGINEER IF FIELD CONDITIONS RESTRICT THE — EARTH _ _ , � AREa oF woRK THESE DOCUMENTS HAVE NOT BEEN
<br /> - -- - -
<br /> INSTALLATION OF COMPONENTS OR RESTRAINTS SHOWN ON THE DRAWINGS. — 1IS-201-A MATCHLINE D6 ` __ ' �i � --------� ---3r-. ----.- APPROVEp FOR THE ISSUANCE OF
<br /> 1IS-2o�-B " � ' ❑C��� ,___ C� �._____�����,C-_�__I � PUBLIC WORKS, MECHANICAL, FIRE
<br /> DESIGN CRiTERIA �� . ___ � _ , � '�__j_ _Q� �. �i _��:��I;��C_______�'r_.�__T� ; SUPPRESSION, ELECTRlCAt,pR
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<br /> SCOPE �� _ _ � ° ��—�—� >� ��� � � ,
<br /> 1. STRUCTURAL DESIGN OF MAINTENANCE CATWALK FOR EXISTING ROOFTOP AHU. MISCELLANEOUS SYMBOLS � � , __� - _— �r ��.•-' r"-- `i ;��'
<br /> 2. STRUCTURAL DESIGN OF MAINTENANCE PLATFORM FOR EXISTING ROOFTOP — _ ��> - . � ' � '� ,— �— ---.—, �
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<br /> �--�---� —
<br /> COf�1DENSOR UNIT. ix>; �� � .u�: � �� i `9�, Y �� ,� ���..� `'� ��— �—'—� _ ��j �;-�,, �'�� f� ��� ��
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<br /> �} � �a�� � . ,( �� .. _ .r . — .__ . _ . ^,�'
<br /> CODES:ASCE 7-10 SUPP.N0.1,AISC 14T"EDITION,IBC 2015 WITH WASHINGTON AMENDMENTS i ��'�� `"' ��� v'�„�s ! 4 �` � � � � ,. , � i `- ;. q �� — �'f I IV BROADWAY AVE
<br /> .��, E ( �� � . , .... �x`�-� a a, / --
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<br /> � � � �,.a`>� � �JC'�'��� ��-'�� '"'"'�� ' _J� v '�`�'ys� . �� v �'� � __,, _ _.,.��i...�._,�+,�.� na -1 /,�� � "-_
<br /> '�-----�°�--�---�` � ' ,; EVERETT, WA 98201
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<br /> LOADING ` � ` �� -�� � � ����
<br /> DEAD LOADS: l L_________Jl_�..—.__l��_.__i � -�� � ���.C ��` � �� �
<br /> �, C������ i` {_. ,_.e�.� ���C-��--�_����n €
<br /> 1 � . . x ,
<br /> �� CONSULTANTS:
<br /> SELF WT=1900# c A � � � — —T
<br /> STEEL GRATING=10 PSF STEEL SHAPE TOTAL NUMBER �
<br /> LIVE LOADS: OF STUDS WHEN �NDICATES �--�}��'���_—�� � ��---��r-----�—������ �
<br /> MORE THAN '� f�'�C���.___..__� x:�4.v�,Y� f����'�t�_._JL��,._�—J�������� �
<br /> LL=40 PSF THE MINIMUM MOMENT 0������������L=_�,�__—� :� ,
<br /> SERVICE LOAD END REACTION CONNECTION ... �
<br /> SNOW LOADS: {SAME ON EACH END IF BEAM CAMBER CANTILEVER BEAM SECTION ��C� . H
<br /> PG=25 PSF SHOWN ON ONE END ONLY) �����L��C����C_-.,�-� �
<br /> SAME AS BACKSPAN,UNLESS `^� ' �L��'��,��',C���C��'�__.� f.
<br /> IS=1.0 xX______ � •
<br /> NOTED OTHERWISE
<br /> 15k W1QX34(26)c=3/4" 15k �
<br /> SEISMIC LOADS: �--� H �— Yv , � j�Pr�s-� �,�r�-�
<br /> SDS=0.838 DESIGN SHORT PERIOD ACCELERATION [-2"J 5/S5.1 � ��N�N�- '`�.ql.1NITY
<br /> cVEI..�' ,_.
<br /> IE=1.0 SEISMIC IMPORTANCE FACTOR ��
<br /> EXISTWG BUILDING INFO: �SPECIAL VICINITY MAP
<br /> STRUCTURAL DRAWWGS FOR WSU-NPSE: CONNECTION /
<br /> DETAIL IF NEEDED _' .�;e: � 2�"/J�
<br /> KPFF STRUCTURAL SET,DATED 8/24/15,SHEETS:S-001 - S610 NOTES:
<br /> DIMENSION FROM REFERENCE 1. PLAN INFO FROM WSU-NSPE SRG ARCHITECTURAL DRAWING SET SHEET A116 ASI#24, DATED 8/24/15, � �
<br /> STRUCTURAL STEEL TOP OF STEEL.DIMENSIONS AT �('�
<br /> BOTH ENDS INDICATE SL�PING ;+{ �.�° c����t'"+ a' '
<br /> STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING,TYP UNO: ,�f �.. t,,w,� ! ' '�'' �
<br /> MEMBER �: ---- (,� ;,., - .
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<br /> SECTIONS/COMPONENTS TYPE ASTM STANDARD ��� f�,Y � f �p�C�, !€�� �
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<br /> ROLLED SHAPES CHANNELS,ANGLES&OTHER ASTM A36, FY=36 KSI STEEL SYMBOLS =-';i' t(( ,'� •
<br /> s.:a�� t��" s�, 4,. _,f
<br /> CHANNELS,ANGLES&OTHER ASTM A36,FY=36 KSI ��- ,;�,�, r ,-
<br /> ALL WORK IS TO BE DONE IN ACCORDANCE WITH THE AISC SPECIFICATION, SHOP DRAWINGS
<br /> SHALL BE SUBMITfED AND REVIEWED BY THE ENGINEER BEFORE FABRICATION.ALL STEEL
<br /> ANCHORS,TIES,AND OTHER MEMBERS EMBEDDED IN CONCRETE OR MASONRY ARE TO BE
<br /> LEFT UNPAINTED. DIMENSIONAL TOLERANCE FOR BUILT UP MEMBERS ARE TO BE PER AWS
<br /> D1.1.
<br /> OPEN CHANNEL STRUT
<br /> ALL SECTIONS SHALL BE 12 GAGE STRUT WITH ELECTRO-GALVANIZED FINISH(EG)TYP UNO.
<br /> PROVIDE'/=INCH DIAMETER A307 BOLTS FOR ALL CONNECTIONS TYP UNO.CONTRACTOR
<br /> SHALL BE RESPONSIBLE FOR INSTALLING PROTECTIVE CAPS ON ENDS OF AL�EXPOSED
<br /> UNISTRUT SUPPORTS.
<br /> GRATING '
<br /> ALL STEEL GRATING SHALL BE MCNICHOLS GRIP-STRUT GRATING i-i/2"X11-3/4•�GALVANIZEO.
<br /> ATTACH GRATING TO STRUCTURE WITH MCNICHOLS FASTENERS AS REQ�D.
<br /> MISCELLANEOUS
<br /> REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL,CIVIL,OR OTHER DRAWINGS FOR
<br /> DIMENSIONS NOT SHOWN, INCLUDING INFORMATtON SUCH AS:SIZE AND LOCATION OF
<br /> CURBS, EQUIPMENT HOUSEKEEPING PADS,WALL AND FLOOR OPENINGS,BLOCK OUTS,
<br /> FLOOR DEPRESSIONS,SUMPS,DRAINS,ANCHOR BOLTS,EMBEDDED ITEMS,ARCHITECTURAL
<br /> TREATMENT,ETC.CONTRACTOR TO COORDINATE DIMENSIONS AND RESOLVE
<br /> DISCREPANCIES OR CONFLICTS PR10R TO CONSTRUCTION.
<br /> SPECIAL INSPECTION
<br /> THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION AND TESTING PER�BC SECTION 1705.
<br /> THIS WORK SHALL BE PERFORMED BY A SPECIAL INSPECTOR CERTIFIED BY THE REGISTRATtON: •
<br /> APPROPRIATE JURISDICTION TO PERFORM THE TYPES OF INSPECTIONS AND TESTS
<br /> SPECIFIED.THE FREQUENCY OF INSPECTIONS AND TESTING SHAIL BE AS OUTLINED IN THE FF coo�w,
<br /> IBC TABLE. DEFICIENCIES ARE 70 BE REPORTED DAILY TO THE CONTRACTOR.SUMMARY S`�oF wns�"�'
<br /> REPORTS SHALL BE �.�w ,'`°'�' �
<br /> DISTRIBUTED WEEKLY TO THE OWNER,ARCHITECT,CONTRACTOR,BUILDING OFFICIAL,AND �_ ���
<br /> STRUCTURAL ENGINEER. SEE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR
<br /> SPECIAL INSPECTIONS AND TESTING.SEE IBC SECTION 1705 FOR ADDITIONAL INFORMATION: "0� ,�,a2ou�, �w�
<br /> ITEM INSPECT�ON
<br /> � ��rs�� �
<br /> SSI�NAL���
<br /> BLIND BOLTS TABLE 1705.1, 1705.2
<br /> EXPIRES : 9-23-20
<br /> ISSUES:
<br /> NO DATE DESCRIPTION
<br /> 5/15/19 PERMIT
<br /> DESIGNED: JHK
<br /> DRAWN: JHK
<br /> CHECKED: JWG
<br /> JOB N0: 202738-001
<br /> SHEET TITLE:
<br /> GENERAL NOTES,
<br /> VICINITY MAP, AND
<br /> SPECIAL INSPECTIONS �
<br /> DRAWING INDEX
<br /> SHEET TITLE PERMIT
<br /> 5 15 19
<br /> � 5-001 GENERAI NOTES,VICINITY MAP,AND SPECIAL INSPECTIONS X
<br /> i LEVEL ROOF SHEETMETAL PLAN AHU-ACCESS PLATFORM EXAMPLE- SHEET NUMBER:
<br /> �� M H 105-ACC-2 X
<br /> 2
<br /> r MH105-C-ACC LEVEL ROOF CONDENSER ACCESS PLATFORM X
<br /> S-001
<br />
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