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<br /> GENERALNOTES '
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<br /> THE GENERAL NOTES SUPPLEMENT THE REQUIREMENTS OF THE PROJECT ALL WORK IS TO BE IN ACCORDANCE WITH THE AISC SPECIFICATION. SHOP DRAWINGS ' ' "' � AREA OF wORK `
<br /> SHALL BE SUBMITTED AND REVIEWED BY THE ENGINEER BEFORE FABRICATION. �,,.,,,��y �, STEEL FLOOR DECK ,� �
<br /> SPECIFICATIONS. IF A CONFLICT IS NOTED, CONTACT THE ENGINEER PRIOR TO DIMENSIONALTOLERANCE FOR BUILT-UP MEMBERS ARE TO BE PER AWS D1.1. LONGITUDINAL ,;€ 5; Y
<br /> CONSTRUCTION. �
<br /> ESq.; . .._ � �, '.4
<br /> REFERENCE TO CODES, RULES, REGULATIONS, STANDARDS OR REQUIREMENTS OF MINIMUM CONNECTIONS ARE TO BE A TWO-BOLT CONNECTION USING 3/4-INCH- WELDED WIRE FABRIC , � � �,; _ � • ife Of Your Building
<br /> r
<br /> DIAMETER A325 BOLTS IN SINGLE SHEAR TYP UNO. _� � a�, k
<br /> REGULATORY AGENCIES IS TO THE LATEST PRINTED EDITION OF EACH IN EFFECT AT SECTION -
<br /> THE DATE OF SUBMISSION. � �`�..�,���.. } � �� �� ,� 3 �� ���
<br /> STRUCTURAL STEEL WELDING TRANSVEROR DECK "'
<br /> � �w �� �_�
<br /> ���» � �T �
<br /> THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES STRUCTURAL STEEL SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 sECT SECTION NUMBER x .-���-�-�' � �
<br /> AND FOR CHECKING DIMENSIONS. NOTIFIY THE OWNER OF ANY DISCREPANCY AND SYMBOLS. ALL WELDING SHALL BE DONE BY AWS/WABO (WASHINGTON ASSOCIATION s-3o� SHEET NUMBER �"""�"'�""`"'"�"`
<br /> RESOLVE CONFLICTS PRIOR TO CONSTRUCTION. OF BUILDING OFFICIALS) CERTIFIED WELDERS AND IN ACCORDANCE WITH AWS D1.1. STEEL ROOF DECK TOP OF SLAB {, �„�,��;. "`� �
<br /> WELDS SNOWN ON THE DRAWINGS ARE THE MINIMUM SIZES. INCREASE WELD SIZE SEATTLE:
<br /> TO AWS MINIMUM SIZES BASED ON PLATE THICKNESS. THE MINIMUM WELD SIZE DETAI� � � �� °' , 5005 3RD AVENUE S .
<br /> DRAW INGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE SHALL BE 3/16 INCH. FIELD WELDING SYMBOLS HAVE NOT NECESSARILY BEEN . LIMIT OF SPAN OR VERTICAL OFFSET, � s + #3 PO BOX Z4567
<br /> . ,. - �.
<br /> CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO :� � . IF NOT SHOWN REFER :. �� � k= -
<br /> INDICATED ON THE DRAWINGS. WHERE SHOWN, PR(?PER FIELD WELDING PER AWS . a DETAI�NUMBER ' SPAN MARK
<br /> <: ,
<br /> DETAILS INDICATED, USE SIMILAR DETAIL OF CONSTRUCTION, SUBJECT TO REVIEW BY ' TO PLAN SEATT�E, WA 98124
<br /> THE ENGINEER OF RECORD. D1.1 SHALL BE USED. , ; S-�� SHEET NUMBER I GRID LINES ���,� � �r ' � �'`"" � h'
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<br /> THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION. THE ALL WELDWG IS TO BE PERFORMED IN STRICT ADHERENCE TO A WRITTEN WELDING DIRECTION OF SPAN •
<br /> CONTRACTOR IS TO PROVIDE MEASURES NECESSARY TO PROTECT THE STRUCTURE PROCEDURE SPECIFICATION (WPS} PER AWS D1.1. ALL WELDING PARAMTERS ARE TO ELEVATI ON NORTH ARROW "�"� ���� � ����J�� �`� '' �r� www.mckinstry.com
<br /> �..�.
<br /> DURING CONSTRUCTION. SUCH MEASURES INCLUDE, BUT MAY NOT BE LIMITED TO: BE WITHIN THE ELECTRODE MANUFACTURER'S RECCOMENDATIONS. WELDING 3 E�EVATION NUMBER NOTE: '.�.,.,,. ,: _ �,� , ,_���,,,�a;;�
<br /> PROCEDURES ARE TO BE SUBMITTED TO THE OWNER'S TESTlNG AGENCY FOR � w� � " `�f�
<br /> BRACING, SHORING AND SEQUENCING TO MAINTAIN STABILITY DURING � CONCRETE WALL � PROJECT:
<br /> REVIEW BEFORE STARTING FABRICATION OR ERECTION. COPIES OF THE WPS ARE TO THIS IS AGENERIC SYMBOL.
<br /> CONSTRUCTION. ��
<br /> BE ON SITE AND AVAILABLE TO ALL WELDERS AND THE SPECIAL INSPECTOR. s-3o� SHEET NUMBER ACTUAL SYMBOL USED WILL � �'t .._.-.�-.�� �
<br /> - - - - - FUTURE CONSTRUCTION; VARY L�EPENDlNG UPON SLAB � , ^ l� �,;, � ��¢,;� � �`.:. _ ��� �,� ����,�_ i S N O H O M I S H C O U N TY
<br /> INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS ARCHITECTURAL PROFILE CONFlGURATION ' � �-� `� `
<br /> REPRESENTS THE PRESENT KNOWLEDGE BUT WITHOUT CERTAINTY OF ACCURACY. THE C�NTRACTUR IS RESPONSIBLE FOR THE JOINT PREPARATIONS AND WELDING ❑ CONCRETE COLUMN HVAC I M P ROV E M E N TS
<br /> CONTRACTOR IS TO REPORT ANY DISCREPANCY TO THE OWNER AND ENGINEER OF PROCEDURES THAT INCLUDE, BUT ARE NOT LIMITED TU: REQUIRED ROOT OPENINGS, EL EXISTING ELEMENTS
<br /> RECORD. THE CONTRACTOR SHALL NOT DEVIATE FROM THE CONTRACT DOCUMENTS ROOT FACE DIMENSlONS, GROOVE ANGLES, BACKING BARS, COPES, SURFACE TOP OF FLOOR .
<br /> ROUGHNESS VALUES AND TAPERS AND TRANSITIONS OF UNEQUAL PARTS. ELEVATION FUTURE ELEMENTS
<br /> WITHOUTWRITTENDIRECTIONFROMTHEENGINEER. VICINITY MAP ADMINISTRATION EAST
<br /> FLOOR OR WALL
<br /> THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EQUIPMENT, SUPPORTS, AND ALL EXTERIOR STEEL AND BOLTS TO BE HOT-DIP GALVANIZED. AT FIELD WELDING EARTH 1/S-201-A OPENING BU I LDI(VG
<br /> SEISMIC RESTRAINTS PRIOR TO FABRICATION. IDENTIFICATION OF EXISTING UTILITIES LOCATIONS, GRIND EXISTING GA�VINIZED SURFACE T� BARE METAL, CLEAN WITH - -- - -- - MATCHLINE
<br /> THAT INTERFERE WITH EQUIPMENT INSTALLATION IS ALSO THE RESPONSIBILITY�F �NIRE BRUSH AND AFTER FIELD WELDI�JG, PAINT ALL EFFECTED SURFACES WITH ZINC 1/S-201-B
<br /> THE CONTRACTOR. THE CONTRACTOR IS TO NOTIFY THE ENGNINEER IF FIELQ RICH PAINT TYPICAL UNO. COOLI NG TOWERS
<br /> CONDITIONS RESTRICT THE INSTALLATION OF COMPONENTS OR RESTRAINTS SHOWN OPEN CHANNEL STRUT REPLACEMENT AND FLUID
<br /> ON THE DRAWINGS.
<br /> SAWCUTTING/CORE-DRILLING: ALL SECTIONS SHALL BE 12 GAGE STRUT WITH ELECTRO-GALVANIZED FINISH (EG) TYP � MISC SYMBOLS 2 CONCRETE SYMBOLS COOLER ADDITION
<br /> SUBMIT ALL SAW-CUT LOCATIONS TO ENGINEER FOR APPROVAL PRIOR TO UNO. PROVIDE 'h" DIA A307 BOLTS FOR ALL CONNECTIONS TYP UNO. CONTRACTOR NTS
<br /> CONSTRUCTION. CONTRACTOR TO IMAGE WALL AND LOCATE EXISTING REINFC)RCWG SHALL BE RESPONSIBLE FOR INSTALLING PROTECTIVE CAPS ON END OF ALL NTS
<br /> AND SUBMIT TO ENGINEER PRIOR TO SAW-CUT OR CORE. CONTRACTOR TO SHIFT EXPOSED UNISTRUT SUPPORTS.
<br /> RE NFORCINGP ALNN W OPE NGS THROUGH EXIOSTING MASONRY WAL S, EXISTING MISCELLANEOUS DRAWING INDEX
<br /> CONCRETE WALLS, SLABS AND BEAMS SHALL BE SAWCUT NEAT AND CLEAN; NO
<br /> REFER TO ARCHITECTURAL, MECHAMCAL, ELECTRICAL, CiVIL, OR OTHER DRAWINGS � 3000 ROCKEFELLER AVE
<br /> OVERCUTTING AT OPENING CORNER LOCATIONS IS ALLOWED. AS REQUIRED, CORE FOR DIMENSIONS NOT SHOWN, INGLUDING WFORMATION SUCH AS: SIZE AND � EVERETT, WA 98201
<br /> DRILL CORNER AND CHIP, GRIND OR CUT THE CORNERS TO PROVIDE THE MINIMUM LOCATION OF CURBS, EQUIPMENT HOUSEKEEPING PADS, WALL AND FLOOR ^
<br /> REQUIRED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITI�NS AND OPENINGS, BLOCKOUTS, FLOOR DEPRESSIONS, SUMPS, DRAINS,ANCHOR BO�TS, � CONSULTANTS:
<br /> COORDINATE OPENINGS WITH EXISTING STRUCTURE PRIOR TO CUTTING/CORING. EMBEDDED ITEMS, ARCHITECTURAL TREATMENT, ETC. THE CONTRACTOR SHALL v
<br /> SUBMITTALS
<br /> COORDINATE DIMENSIONS AND RESOLVE DISCREPANCIES OR CONFLICTS PRIOR TO ~
<br /> CONSTRUCTION. � y: ac
<br /> � F
<br /> __. __..._ _____ � ___ ; ? � � ��`��� SHEET TITLE a
<br /> SUBMITTALS FOR REVIEW: f E E �
<br /> SUBMITTALS OF SHOP DRAWINGS, PRODUCT DATA AND MILL TESTS ARE REQUIRED " ( � ; S0.1 GENERAL NOTES,SPECIAL INSPECTIONS& ROOF PARTIAL PLAN X
<br /> FOR ITEMS NOTED IN THE I N D I V I D U A L M A T E R I A L S S E C T I O N A N D F O R B I D D E R SHOP DRAWINGS j i � ; 55.0 SECTIONS&CONNECTION DETAILS X
<br /> DESIGNED ELEMENTS. � ' � � __ . _ _. _
<br /> SHOP DRAWINGS FOR REINFORCWG STEEL AND STRUCTURAL STEEL SHALL BE � ; ; ; -
<br /> SUBMITTED FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. THE CONTRACTOR ` � " � `
<br /> SUBMITTAL REVIEW PERIOD: ,� _ � �� ; i ' ' � ? � � � � ;�-
<br /> S U B M I T T A L S A R E T O B E M A D E I N T I M E T O P R O V I D E A M I N I M U M O F T W O W E E K S F O R SHA�L SUBMIT CONCRETE WALL ELEVATION DRAWINGS OF AT LEAST 1/8 - 1 -0 SCALE � � I I ,� �,
<br /> INDICATING LOCATIUNS OF CONNECTION EMBEDMENTS AND WALL OPENINGS FOR � � ; ;; j�
<br /> REVIEW BY THE ARCHITECT/ENGINEER PRIOR TO THE ONSET OF FABRICATION. �s I ' '
<br /> REVIEW PRIOR TO CONSTRUCTfON. THE CONTRACTOR SHALL COORDINATE WITH �,-�-,,� ; � � i�
<br /> GENERAL CONTRACTOR'S PRIOR REVIEW: REINFORCEMENT DRAWINGS. ; � � 3'
<br /> PRIOR TO SUBMISSION TO THE ARCHITECT/ENGINEER, THE CONTRACTOR MUST DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD; ���_�_�___ ___ _ __. _. .... _ ...� j'
<br /> REVIEW THE SUBMITTAL FOR COMPLETENESS. DIMENSIONS AND QUANTITIES ARE THEREFORE, THEY SHALL BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR ;� �3
<br /> NOT REVIEWD BY THE SEOR, THEREFORE THEY MUST BE REVIEWED BY THE GENERAL ; = -- �=�- �-� �=---�m����x
<br /> SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY THE ENGINEER OF �` � 7 ,� ..� _. =��"� �"��-...,,,.,.,tlYe�_.
<br /> CONTRACTOR. CONTRACTOR MUST PROVIDE ANY NECESSARY DIMENSIONAL DETAILS t� ..-- �
<br /> RECORD. THE C�NTRACT�R SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH � � S5.0 ' _,__ _.-- - - �` �`�`�`��-�m..,..,�,.
<br /> REQUESTED BY THE DETAILER AND PROVIDE THE CONTRACTOR'S REVIEW STAMP i, ' �------------- �
<br /> THE MEANS, METHODS, TECHNtQUES, SEQUENCES AND OPERATIONS OF � - "` ` ""�`���-
<br /> AND SIGNATURE BEFORE FORWARDING TO THE ARCHITECT/ENGINEER. ' ;f : TC-1 �
<br /> CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL , �� -
<br /> ,. ..
<br /> THERETO. SUBMITTALS SHALL INCLUDE ONE REPRODUCIBLE AND ONE COPY; � ' ` �"'��"���°��--•-... '
<br /> SHOP DRAWING REVIEW: REPRODUCIBLE WILL BE MARKED AND RETURNED. SHOP DRAWING SUBMITTALS ' � � k t '���
<br /> ; � � � , ���.�.-A..��..�,,��
<br /> ,..�._ ..
<br /> ONCE THE CONTRACTOR HAS COMPLETED HIS REVIEW, THE EOR WILL REVIEW THE PROCESSED BY THE ENGINEER ARE NC?T CHANGE ORDERS. THE PURPt?SE OF SHOP , --�'".�""`�.������-� � ; 7i2� 4 �
<br /> SUBMITTAL FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND THE DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER _ � ; �' � ; ,_ ,,. ��„ ; , ;; �'�. S�, i 1
<br /> CONTRACT DOCUMENTS OF THE BUILDING AND WILL STAMP THE SUBMITTAL ' ��
<br /> THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT BY INDICATING � 4 � f �--------------' b_ ' A 2 �'Oi� ;�_._,._ ._,__� �
<br /> _. , _, � ..____....____.
<br /> ACCORDINGLY. MARKINGS OR COMMENTS ARE NOT TO BE CONSTRUED AS RELIEVING �/1/HICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED, AND BY DETAILING - d_ � � _..�_�.M_.__.__.__�
<br /> THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, r,=.,n _ 4,_2„ (N) HSS 6x4 _�.r_ ._ _�__....__..__..._.�._..�. � .�,.� �._.
<br /> SPECIFICATIONS, NOR DEPARTURES THERE FROM. � � ���^�m�^7h `
<br /> DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWINGS SUBMlTTALS AND THE , i 5 (NOTE 3) � � �
<br /> CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP TC_2 ``� � � s, � f
<br /> DESIGN CRITERIA DRAWING SUBMITTALS ARE PROCESSED BY THE ENGWEER, THE DESIGN DRAWINGS � : 5��� -----_---.-- �---.-----._-.�.-.-e._�_..., �_�_.,,__�______..__�� �._.___._.__._�__
<br /> --------
<br /> AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. -��
<br /> CODES: IBC 2015 EDITION WITH WASHINGTON AMENDMENTS, ASCE 7-10, � ) C6 x 8.2 ,f� `�
<br /> ACI 318-14, AISC 360-10, AISC 14T" EDITION �,� __... ___. . ._.. _..._, .. . � _ __ _. _ _ .._._.._._ __ ___ ._._�_.__._______ ___. ______�._____3 - _
<br /> SPECIAL INSPECTION ; f�' , �,y � �
<br /> ,� (N) PIPE '
<br /> ,� rl, �.. , �,�
<br /> LOADING: ; ' SUPPORT ` � �``� _ ;; ± i�: g _
<br /> THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION AND TESTING PER IBC �- `"��. � � � � �
<br /> DEAD LOADS: SELF WT 4 (NOTES: 7 & 8) TYP "~��� (E) MEGH �
<br /> SECTION 1705. THIS WORK SHALL BE PERFORMED BY A SPECIAL INSPECTOR i ' 6 EMBED PL x d EQUIPMENT € ____.� ' � .'
<br /> �
<br /> CERTIFIED BY THE APPROPRIATE JURISQICTION TO PERFORM THE TYPES OF ' ����� �
<br /> ., w�� �
<br /> SUPER IMPOSED DEAD: SELF WT OF MECHANICAL EQUIPMENT SEE INSPECTIONS AND TESTS SPECIFIED. THE FREQUENCY OF INSPECTIONS AND � � S5�� v ' � �1 , �'"��
<br /> SCHEULE FOR MAX WT AND DIMENSIONS z �VV��Y`W.' � _ !
<br /> TESTING SHALL BE AS OUTLINED IN THE IBC TABLE. DEFICIENCIES ARE TO BE � � '
<br /> SEISMIC: REPORTED DAILY TO THE CONTRACTOR. SUMMARY REPORTS SHALL BE ' ; � � }�� � ...
<br /> DISTRIBUTED WEEKLY TO THE OWNER, ARCHITECT, CONTRACTOR, BUILDING , � (N) HSS 6x4 ' 6x4HSS � � _ N � {c;r-. .� ; �
<br /> SDS: 0.882 DESIGN SHORT PERIOD ACCELERATION OFFICIAL, AND STRUCTURAL ENGINEER. SEE THE SPECIFICATIONS FOR ADDITIONAL ` � �o ' # � �
<br /> 9 __ .__. __ .__ _._ __. ___ __ _._ __s��:~ �_ _.�_. .�
<br /> IE: 1.0 SEISMIC IMPORTANCE FACTOR x � � _. __ _ ___ ..� '
<br /> REQUIREMENTS FOR SPECIAL INSPECTIONS AND TESTlNG. SEE IBC SECTION 1705 � � ,Yv �� � r� �� � � ! �'`� ,
<br /> �._»....,�...,..,.,m. 4 � �.._. __... .�... �
<br /> WIND: MECHANICAL EQUIPMENT LOCATED WITHIN EXISTING FdR ADDITIONAL WF�RMATION: Z r-------� -� _ ; I ��
<br /> C� ! z I i ` l�i .!` �
<br /> SCREENWALL; USE SEISMIC FORCES FOR CONNECTION ' � w 3 ' ` r
<br /> ITEM: INSPECTION: � 3' _ 3' 2' ' g ± ; �s 3 ,.f` �
<br /> ANCHORS CAST IN CONCRETE TABLE 17Q5.3 �r • � � E '�� �' �
<br /> ' � ' !. _ _ _.� _._.. _�_ L .__ _ ! � � �
<br /> CT-1B o GT-1A � ' __ __ .� _� __� __ _, � �..�,� ?"�,��:._ ��`�'� �
<br /> ANCHORAGE TO HARDENED CONCRETE , � C� �, �4 - � '
<br /> ; �_ :i
<br /> ANCHORAGE TO HARDENED CONRETE IS TO INCLUDE MECHANICAL AND ADHESIVE SPECIAL CASES: ; � � X � � � � ; r
<br /> ANCHORS OF SIZE, NUMBER, AND SPACING AS SHOWN ON THE DRAWINGS. HOLES 1. DRILLED-IN CONCRETE ANCHORS SPECIA� PERIODIC INSPECTION -� � �
<br /> •, , � T_ . -� !
<br /> 2. EPDXY CONCRETE ANCHORS SPECIAL PERIODIC INSPECTION � v F (N) HSS 6x4 � � � '
<br /> ARE TO BE DRILLED AND CLEANED AND ANCHORS ARE TO BE INSTALLED IN STRICT k '
<br /> v . � .
<br /> � z 1� p�� . (N)SPR�ING-ISOLATOR, � � 1 � � � �
<br /> ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTRUCTIONS AND AN MIN (6) LOCATIONS � '
<br /> APPROVED ICGES REPORT. INSPECTION AND TESTING IS TO BE PROVIDED IN � ' NOTE 5 NOTE 4, (TYP) � �{ ' '
<br /> A C C O R D A N C E W I T H T H E G E N E R A L N O T E S A N D T H E A P P R O V E D I C G E S R E P O RT. � ; , =
<br /> � 1 ° ,
<br /> WHERE A SPECIFIC TYPE OF ANCHORAGE IS SPECIFIED ON THE DRAWINGS, � 1'-0" MIN � (N) HSS (N) HS 6x4x1l4(TYP) �
<br /> �._.� � � o -�� � -
<br /> SUBSTITUTION FOR A DIFFERENT TYPE OF ANCHORAGE (INCLUDING SUBSTITUTING ° � 4 NOTE 5 6x4 ___ � '
<br /> 4'-3�� r� '
<br /> �
<br /> FOR CAST-IN-PLACE ANCHORAGE) IS NOT PERMITTED WITHOUT PRIC�R WRITTEN � S5.a OTE 3 NOTE 3) ,-�n ~ � ' - - - - - - _�
<br /> APPROVAL � j
<br /> (N) SPFiING-ISOLATOR, 3/S5.0 (TYP) � '
<br /> ANCHORS ARE TO BE INSTALLED AND INSPECTED IN STRICT ACCORDANCE WITH THE (8) LOCATIONS AT ISO TO ' !
<br /> , ` NOTE 4, (TYP) - = HSS CONN - - `` ` � t �__.� _. _ - - -,---- REGISTRATION:
<br /> APPLICABLE ICGEVALUATION SERVICE REPORT ESR . SPECIAL INSPECTION IS TU BE - - - -
<br /> t _ _.��,__._.._..�._W___�.__:�. ___...��__.-____. ____ � ti ,��., _.. _.., ��._ _.. __,_..._. ___. .,._.._..._ _,. . _._ _ : ___ ._.. ___._._ ._. _ . �._ .�___...,.
<br /> PER THE TESTS AND INSPECTIONS SECTION. ) ^ Y � ��`- � � �
<br /> _. .__
<br /> _ _ ��� . , ��
<br /> ,,,�� ,________.__ _. .
<br /> ___ ___
<br /> ;
<br /> � , .� r.. �..H,��.��.�_ .___._.. < �- o 0
<br /> _�-_.�. _ _� �
<br /> �.,� -��..��,��.�.� �� � -- _�� �oo�w..
<br /> �� ...x.a��...,.„,,,,.�, � { G, .
<br /> MECHANICAL ANCHORS: � � �"���_a �.�.�„��.� � S aFwns� "�'
<br /> PROVIDE ANCHORS SPECIFIED ON THE DRAWINGS. AT �OCATIONS WHERE �^�
<br /> � �'� ' ��� e,�ti �g«r �'G�� �
<br /> ANCHORAGE IS NOT SPECIFIED, PROVIDE HILTI KWIK BOLT TYPE `TZ'ANCHORS, �
<br /> INSTALLED PER CRITERIA DEFINED IN ICC ESR-1917. PROVIDE STAINLESS STEEL
<br /> ANCHORS WHEN EXPOSED TO WEATHER OR IN A CLEAN ENVIRONMENT. PROVlDE NOTES: '-0�„ ,�, a2o11 �, �w�
<br /> GALVANIZED CARBON STEEL ANCHORS AT OTHER LOCATIONS, TYP UNO. LOCATE 1. {N) DENOTES 'NEW', (E) DENOTES'EXISTING'. '�'�S``'jsT�v��'�
<br /> REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING 2. LOCATE POST ON GRID AC. SIONAL��
<br /> PLATES, MEMBERS AND OTHER ATTACHED STEEL ASSEMBLIES. 3. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OF STEEL; TOP OF STEEL FOR (N)HSS FRAMING
<br /> ADHESIVE ANCHORS: SET T�TOP OF CONCRETE AT EXISTING CURBS. EXP I RES : 9 -2 3 - 18
<br /> PROVIDE ANCHORS SPECIFIED ON THE DRAWINGS. AT LOCATIONS WHERE ANCHORS 4. SEE DET 1 & 2/55.0 FOR STEEL WF BASE-RAILS AT CT-1A, CT-1B & CCT-2, INCLUDING MASON SPRING ISO QUANTITY & INFO.
<br /> ARE NOT SPECIFIED, PROVIDE HILTI TYPE `HY-200' EPDXY AND INSTA�L PER CRITERA 5. MAINTAIN MINIMUM 12" EDGE DISTANCE FROM CENTER OF SPRING ISOLATOR TO EDGE OF CONCRETE.
<br /> DEFINED IN ICC ESR-2322. 6. SEE MECHANICAL EC�UIPMENT CONNECTION SCHEDULE FOR ADDITIONAL INFO. ,
<br /> 7. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFO INCLUDING PIPING. ISSUES:
<br /> REMOVE GREASE, OIL, RUST AND OTHER FROM RODS AND DOWELS PRIOR TO 8. FOR (N) PIPING PER MECHANICAL DRAWINGS, PROVIDE PIPE SUPPORT AS REQ'D PER MECHANICAL DRAWINGS AND NO DATE DESCRIPTION
<br /> INSTALLATION. PLACE ADHESIVE ANCHORS PER THE MANUFACTURE'S MECHANICAL CODE; SEE CONNECTION DETAIL 8/5.0 FOR PIPE FRAME DETAIL; OTHER SUPPORT OPTIONS ARE FEASIBLE, WITH �o-»-i� PERMIT ISSUE
<br /> INSTRUCTIONS. IF REINFORCING IS ENCOUNTERED DURING DRILLING,ABANDON MECHANICAL INSTALLING CONTRACTOR TO COORDINATE AND PROVIDE MP SUPPORT AND ROUTING PER MECHANICA�CODE.
<br /> LOCATION AND SHIFT THE HOLE TO AVOID REINFORCING. PROVIDE A MINIMUM OF 2 9. SEE GENERAL NOTES AND SPECIAL INSPECTION FOR ADDED INFO.
<br /> ANCHOR DIAMETERS OR 1°WHICHEVER IS LARGER OF SOUND CONCRETE BETWEEN
<br /> THE DOWEL AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-
<br /> SHRINK GROUT. IF THE ANCHOR OR DOWEL MAY NOT BE SHIFTED, NOTIFY THE
<br /> ENGINEER. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PARTIAL PLAN AT ROOF
<br /> PRIOR TO FABRICATING PLATES, MEMBERS AND OTHER ATTACHED STEEL
<br /> ASSEMBLIES.
<br /> STRUCTURAL STEEL SCALE: 1/4"=1'-0" 0 1' 2' 4' 8'
<br /> STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING TYP UNO.
<br /> SECTIONS/COMPONENTS TYPE ASTM STANDARD
<br /> ROLLED SHAPES WIDE FLANGES ASTM A922, FY= 50 KSI
<br /> CHANNELS, ANGLES
<br /> & OTHER ASTM A36, FY= 36 KSI MECHANICAL EQUIPMENT CONNECTION SCHEDULE
<br /> CONNECTION DESIGNED: .1K,JWG
<br /> PLATES PLATES ASTM A36
<br /> DRAWN: JK,JWG
<br /> MISC ASTM A36 CONN �
<br /> EQUIPMENT TAG: DESCRIPTION: WT: L x W x H (in): LOCATION: DETAIL: COMMENTS: CHECKED: �wG
<br /> HOLLOW STRUCTURAL SECTION HSS ASTM A500, GRADE C JOB N0: 201868 `
<br /> TC - 1 &TC - 2 CT BASIN SWEEPER 568 LBS 45 x 36 x 46 ROOF 7/55.0 WF BASE RAIL AND SPRING ISOLATOR SHEET TITLE:
<br /> PIPE ASTM A53, FY=35 KSI
<br /> CCT- 2 CLOSED CIRCUIT FLUID COOLER 7,710 LBS 158 x 47 x 108 ROOF 2/55.0 & 3/55.0 WF BASE RAIL AND SPRING ISOLATOR
<br /> BOLTS ASTM A325 MIN , , „ G E N E RAL NOTES,
<br /> CT - 1 &CT- 2 COOLING TOWER 12 670 LBS 18 x 7 -3" x 12'-5 ROOF 1/S5.0 & 3 S5.0 WF BASE RAIL AND SPRING ISOLATOR
<br /> SPECIAL INSPECTIONS
<br /> & ROOF PARTIAL PLAN
<br /> SHEET NUMBER:
<br /> ■
<br /> KEYPLAN
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