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HomeMy WebLinkAboutPermit File 1601 R Avenue (2) ithun Partners, Inc. Construction Set May 18, 1999 r M, .i; �, o , K a r a e`` f 1 h " "4 x Aw ` .-�_..�:-._-,_.__.,-_,.,_^.. ,.� .' '�+: y. t; ..:�.z >,�a, ' �: k � - � __ �'' �e 4wd,,� �� adf r� � ,•t . ' S#" �e :;.^"o.t* ,� , �� Y " '• ""�"�* '"zx ,a, .; � '1.' .�A, x` Gz>�� Lt, '°'�;a: { k8S aa;' '' .".'t _ s�,"a fi a,.w ,�'_, '. i t ' J f x3 3 e: a I � nS q<. .,«.;*4 a�wh L ��� S,r .v yw z - _ �#:, � ,C 'P.• <W.tw-, k rt �^ . .:,�, r , n Y }# a ,r' r•.. *�r .,..;t,. b, � .s« 2 ygf°,x..,n;,', :v. i t y,2%*h:. •: r� •.: 2:5'.":k '.0 ,'C. :.t,4 �a:C^...: - .� I a x , 4 t... LY$'M :: - Yrvdk � �< �k�.,., E, p. I,v n Y •..) � ". d. y= G4 N Y t t }t t C< z 1 Y.H 2 r �>✓ ar.. '..* r .. _w - ,.. ,. .:.,.,< �. . . ' ,., ,.,,,,,..,.r^ ,...«.,, _,..,' ,, a w.t ta'#"+' '.h �j ,.�;yx'. .�. , v �3 < q ,r�. < is, af� PY} yy����j AM3'A*,a , '�' , 4E'a?T>,8' r-+`" 'tl,,'�ab 4 e ".- _ ,.<«s'§5: ,rS ..:au `>sa=<». >--1 i # `" ,b'.�✓ ' " „ s s w I ..._�_. ,. V ss ... g N < , *A-, ------- , .__. �..__ _,.. .—__ ._.._...._.._.,.._........_�."^.�.....-...�_ _..._.__......,�„�..w..;.._..w. _ _. OF A �a��P-ESi PE1 Mir r "i Fr I E. j;Tb�"ICATEOF � `� ANY CHANGES TO THE APPROVED PLANS MUST y �rraseani FINE .� �� �9iE FS�JILOI�9�" ` M 046al��v Has BEEN Issa�E®. r�_Ii�►f'9 @Y —f OC� DRESS: a r R ®-�--� RECEIVED APPROVED RN JUN 0 S 1999 Sun Healthcare Systems, Inc. ODOs-sw (09c) CL996 VM 'NON83/11NfIOW SUBJECT TO r) IfJSPFC710N C VEiRSIGHT" BUILDING DEPT Campus, Phase One A H311i1S '"M3'J31100 '39ZS I# �`;, ! °r'1 INCLUDED, - S3'81Sf10N1 0NV 808V1 d0 1d30 10V1N00 N01103dSNI 1V01810313 80d Anacol Les, Washington 13 DRAWING INDEX M``THx"°N . � , . , 9 , . UNS EALTH CARE SYSTEMS INC . � L...IOR .,..GENERAL ADD GENERAL INFORMATION AiG BUILDING CODE OCCUPANCY ANAYL5I9 CIVIL CAMPUS : PHASE ONE , ANACORTES WASHINGTON C1 CLEARING.GRADING FINISH TESL PLAN C2 TESC NOTES b DETAILS C3 SITE PLAN FOR FMRIC PLACEMENT-SEQUENCING PLAN-GRADING C4 GRADING PLAN FINISH v C6 GRADING NOTES- MISC.DETAILS C) SANITARY ART SE EWER AND(HEADING WATER PLAN BELOW FABRIC CB SAVING PARKING SEWER/WATER DETALS L CO CROSS SECTION G1 MISCELLANEOUS SECTIONS CN MISCELLANEOUS DETAILS PROJECT TEAM SYMBOLS ABBREVIATIONS PROJECT DESCRIPTION Lil SAPS NAND LEGEND m Lit LAYOUT PLAN MV ABOVE JT JOINT L221 GRADING PLAN ENLARGED LAYOUT PLAN W SUN SYSTEMS.INC. IS PROPOSING TO CONSTRUCT A NEW CORPORATE CAMPUS IN pCP ABOVE FINISH FLOOR L23 ENLARGED GRADING PLAN AC TILE ACOUSTICAL TILE L LONG.LINE AVENUE N SOUTH GF S ON LOT T OF THE SWINE BASIN HARBOR,EAST O R L20 BERM GRADING DETAILS OWNER CONTRACTOR ,, AVENUE AND SOUTH OF SEAPARE5 WAY. THE NEW CAMP S WILL BE A TWO NORTH ARROW L3.1 IRRIGATION PLAN (�, ACT ACTUAL LAN LAVATORY STORY OFFICE BUILDING WITH W SITE SURFACE PARKING. SIM HGLTXCME 6Y8TEN&Rlt. BP.NERAL CONTRMidI 132 IRRIGATION SCHEDULE AND DETAILS AL ALUMINUM LT LINOLEUM L41 P0.BOX 40 FISHER b SONS.INC. PLANTING PLAN 2403 R AVE. P.O. IQ%M. [i --- GRID LINE INCH ARCHITECTURAL LT LIGHT WORK i0 BE PERFORMED AS INCLUDED SITE THIS SUBMITTAL IS L42 PLANT SCHEDULE AND DETAILS ANONE 'T S WASHINGTON 08211 NONE,GTON WASHINGTON 082>3 A TILE ASPHALT TILE GENERAL CONSTRUCTION INCLUDING ON SITE IMPROVEMENTS TO LOT 1 OF THE L51 DETAILS �/^) PHONE 13601 29G02 PHONE.0601]5)-4004 AVG AVERAGE MAR MARBLE SMITH BASIN HARBOR. L52 DETAILS v ' Z FAX. >601 2 LADIO CFAXON 1T. ]5)-4005 MO MASONRY OPENING L53 DETAILS CONTACT: TEX LAD15H CONTACT. BRUCF BERGLIN B WILDING SECTION WKG BLOCKING MATL MATERIAL ® - p BR BRICK MAX MAXIMUM DEFERRED SUBMITTALS INCLUDE \1 ARCHITECTURAL ARCHITECT (11 1 CPT C CARPET MTLH META NILAL DESIGN-BUILD STAIRS / ` �XA ✓Y\ QL d-n II— •1`-C--YF�f ELEVATOR PIED FIRST FLOOR PLAN LL' WALL SECTION FIRE SPRINKLERS A21 SECOND!FLOOR PLAN CEM CEI ENT MIN MINIMUM MLHRIICMG 6 MIERIOR pEBI6N BLEC111ECAL ENBOlER KAYAK RENTgL FACILITY A22 ROOF PLAN 1 MRHUN PANTHERS,INC MAKING GEM CEMENT MUL MULLION rb� 414 OLIVE WAY.STE.500 120 OLIVE WAY.SUITE 11D0 /.•.1 _.,. _.__ f CENTER LME pb'��b•��q �.��1}' -Q A>0 ENLARGED STAIR b ELEVATOR PLANS.ELEVATOR SECTION ,• DETAIL \ _ WI�'"x A9] ENLARGED STAIR PLANS b SECTIONS.GUARDRAIL N ELEVATIONS SEATTLE,6)623-344 08101 SEATTLE 61667- 555 88101-1853 0 C TO C CENTER TO CENTER NOW .NATURAL ` `�- _ �.� `9 UV� PHWE(206)623-3344 PHONE 1206 6B)-0555 CT CERAMIC TILE NOW NOMINALL1C�9 ��YAVc -T__ A>3 CATWALK ELEVATIONS.CANOPY RCP/DECK PLANS FAX 1206)8124704 FAN: 12061 657,0554 - _ PROPERTY CORNER CLO CLOSET NA NOT APPLICABLE A33 WASHROOM 6 SHOWER-ENLARGED PLANS b ELEVATIONS co CONTACT: RICHARD FRANCO CONTACT. BILL VAN VLACK INTERSECTION PROJECT DATA A34 ENLARGED PLANS b ELEVATIONS DMIEL SWAAB COMMUNICATIONS FORREST NELSON CW COLD WATER NIC NOT IN THIS CONTRACT VIDEO LONF.NATHAN THOMAS MAIN FLOOR COL COLUMN NTS NOT TO SCALE A40 EXTERIOR ELEVATIONS ti TOP OF SUBFLOOR ELEVATION MARK GONG CONCRETE NO,! NUMBER A41 EXTERIOR ELEVATIONS A r'1 GRA HNIW.lgB9ilR ELEy X-iT CMU CONCRETE MASONRY UNIT PROJECT LOCATION LOT 2.SOUTH BASIN HARBOR ANAGMTES.WASHINGTON A50 BUILDING SECTIONS AURA )))) CONST CONSTRUCTION OC ON CENTER AGE BUILDING SECTIONS CONSULTANTS 995 NE 122ne WAY � SPOT ELEVATION CONT CONTINUOUS OD OUTSIDE DIMENSION `^ SUITE 100 2500'INEW7 BUILDING GODS IOW UNIFORM WILDING CODE NT A53 WALL SECTIONS N COMMON BLDG d DATA TOWER V/ WWBd1PE MCHIfICf KIRKLAND,WASHINGTON D5034-6018 COORD COORDINATE A/ OVER L� ^ 2ll2 lE%IST1 WASHINGTON STATE AMENDMENTS A54 WALL SECTIONS P OFFICE BLOC ATELIER.PS LANDSCAPE ARCHITECTS PHONE:4%I 820-4669 COR CORRIDOR OVHD OVERHEAD AS 4 WALL SECTIONS•OFFICE BLDG W 217 PINE STREET.SUITE 720 FM: 1425)821-UI4 LOBBY CFM CUBIC FEET PER MINUTE ZONING CODE CITY OF ANACORTES ZONING ORDINANCE. A55 WALL SECTIONS R OFFICE BLDG T L� SEATTLE WASHINGTON NIO1-1520 CONTACT: JIM MISBINE ROOM NAME/NUMBER CG CORNER GUARD p PAINT ■ r PHONE:1206)025-0163 10 INDUSTRIAL DISTRICT A60 EXTERIOR DETAILS ry FAX: 1206)fi25-0258 DOOR MARK OTL DETAIL PTO PAINTED Y— PL PLASTER PLATE ENERGY CODE WASHINGTON STATE ENERGY CODE A61 EXTERIOR DETAILS ^ CONTACT: DAVE RING97KM 03 Sff SPECS FOR DOOR SCHEDULE DIA DIAMETER A62 WINDOW DETAILS J.MILLERHTINIS &ASSOCIATES. P LAM PLASTIC LAMINATE ZONE INDUSTRIAL DISTRICT J J.MILLER b ASSOCIATES.LTD. DIM DIMENSION PLYWD PLYWOOD I A64 EXTERIOR DETAILS 1004 THIRD AVENUE O WINDOW MINK W DITTO SITE AREA 760 ACRES GROSS I ! V SUIT! >05 SEE SHY.AST FOR TYPES PT POST-TENSIONED CONCRETE A64 - NOT USED- Q CIYiI CflB9�l SEATTLE WASHINGTON 98101 DR DOOR PT PRESSURE-TREATED WOOD CONSTRUCTION ttPE TYPE III-N A6.5 WINDOW TYPES 1104SCH COMM ENGINEERING AVENUE. INC. PHONE.1206)202-61]) O FINISH MARK ON DOWN FIRE PROTECTION SPRINKLERED THROUGHOUT Z 1104 COMMERCIAL AVENUE.SUITE 152 WD-1 AJO FIRST FLOOR REFLECTED C@ICING PLAN BeATTLE.WA 08 FA%. 12061 2B2-BSBS SEE ROOM FINISH SCHEDULE DS DOWNSPOUT OT QUARRY TILE QUICK RESPONSE PER UBC SMS 0-1 221-41�3 CONTACT SHAUN DMRAGH SPEC DIV 0 py/G DRAWING A]1 SECOND FLOOR REFLECTED CEILING PLAN PHONE:1360)2914-D00§. Qj PORTABLE FIRE EXTINGUISHERS Ago INTERIOR ELEVATIONS FAX 060)203KH51 OF DRINKING FOUNTAIN RE. RAM LEADER PER 1097 UNIFORM FIRE CODE(STANDARD 10-11 CONTACT:JIM SCHEMIIER _ FLOOR MATERIAL ADJACENCY REF REFRIGERATOR.REFERENCE A81 INTERIOR ELEVATIONS SEE ROOM FINISH SCHEDULE E ELECTRICAL PANEL A�T�� 'a EA EACH REMF REINFORCING BAR OCCUPANCIES (TABLE 9-A.CHAPTER 3) ADO FIRST FLOOR FINISH PLAN MICHAEL R.YANTIS,ASSOCIATES 1809 SEVENTH AVENUE ELEC ELECTRICAL REV REVISION B OFFICES A01 SECOND FLOUR FINISH PLAN OTM HLIB PoRTEBR R�UMNOFEN SEATTLE,WASHINGTON 00101 ALION ALIGNMENT OF ITEM ELEV.EL ELEVATION R RISER.RADIUS A-3 ASSEMBLY AB.2 PARTITION TYPES.DOOR TYPES d DOOR SCHEDULE DLG STREET SUITE 300 PHONE.1206)683-0465 EQ EQUAL RM.RMS ROOM,ROOMS A23 FINISH SCHEDULE 21]PINE S SEATTLE. TREETWASHINGTONIT 98101-1510 FAX: 1206)58Y0515 -"'-�'� _ EXIST EXISTING RO ROUGH OPENING M4 GUARDRAIL/STAIR DETAILS CONTACT MICHAEL MANTIS - ENT EXTERIOR ADS INTERIOR DETAILS ., PHONE.MOBI 343.5641 SARA WILEY j' REVISION MARK FAX 12D61 COUG1 `�4 r Q EB. FIRE EX BIOCOINGUIS ER SOHED SCHEDULE MINIMUM SETBACKS A06 INTERIOR DETAILS CONTACT:JIM COUGHLIN SEC SECTION (PER ZONIN61 BRIAN LAMPE NDVOIOINlNTAL ENBR�t - FE FIRE EXTINGUISHER PROPERTY LINE 10 FEET FO FACE W.FINISH OPENING SHT SHEET STRUCTURAL 1HBRMORETEC /� �\ SV SHEET VINYL RIGHT OF WAY 15 FEET 1011 SW. KLICKITAT WAY.SUITE 207 1 I 5'-0"DECIMETER BARRIER FIN FINISH SC SOLID CORE • 1lCINMCALIPLUMMNB E Welt SEATTLE.WASHINGTON 08134 i / FREE CLEAR PLOM AREA FAPP FIRE ALARM ANNUNCIATOR ._GENERAL STRIILjU�Ab,lj0.Fj,a.,�_ SEDER b BYERS ASSOCIATES.INC PHONE:12061 624-200 PANEL SPECS SPECIFICATIONS Q FAX 2061 8242830 1W0 SEATTLE, SON. NGITO 304 FD FIRE DAMPER SF SQUARE FEET BUILDING HEIGHT ALLOWED 55 FEET(PER TABLE}BI �'-fsj{-`�}}IDNDATION PZA1tl--�J CONTACT, MARK LAR6EN SEATTLE.WASHINGTON 08109 WALL TYPE MARK FE FIRE EXTINGUISHER S d V STAIN b VARNISH (PER UBLI PROPOSED 43'�6'IAt DATA TOWER( PHONE:11061 2B5-205 SEE SHT.ADO FOR TYPES FEC FIRE EXTINGUISHER CABINET SRWY STAIRWAY 52.3 SECOND FLOOR FRAMING PLAN PROPOSED 3T-6'EAT TYPICAL OFFICE( FAX: 1206E THAN45 d FIRE EXTINGUISHER STL STEEL 623 ROOF FRAMING PLAN CONTACT. NATHAN BYERS NOIBWBIDN ENGINEER 531 FOUNDATION DETAILS 8820 2 CORROSION 1 1 I FRT FIRE RETARDANT TREATED STOP STORAO[ WOOD INVIL ST SE. M.0 4 92 ELEVATION MARKS FLASH FLASHING STRUCT STRUCTURAL WILDING HEIGHT ALLOWED 20 FEET Se3�2. FOUNDATION DETAILS•e-- WO M 142LLE.CA6HINGTON DWW2-B524 ABO FA FLOOR SUSP SUSPENDED (PER ZONING( PROPOSED 30 FEET(AVERAGE HEIGHT( PHONE.14251 486-1616 FA FLUID-pPPLiED SLOPED R INCREASED BY t0 12, FOR 951 MASONRY DETAILS FAX. H251 JOHN KE FND FOUNDATION THRESH THRESHOLD SLOPED ROOF OF AT LEAST 432.PER 551 DECKING DETAILS CONTACT: JOHN KEPPLER ANALORTES ZONING CODE 17¢OW FOIL FURNISHED BY OWNER T0. TOP OF $51 TYPICAL STEEL FRAMING DETAILS INSTALLED BY CONTRACTOR IT TREAD.THICKNESS RELATED PERMITS SHORELINE PERMIT 4242.IAPPROVED 0-16-081 S53 OFFICE FLOOR FRAMING DETAILS a nx ao�a FOIO FURNISHED By OWNER TS TUBE STEEL 554 OFFICE BUILDING TRUSS DETAILS �1 5/18199 CONMSTRU. SET INSTALLED BY OWNER TYP TYPICAL PARKING SUMMARY REQUIRED: 25.70 af/41000•103 SPACES 555 TRUSS DETAILS FV FIELD VERIFY PROPOSED. 144 SPACES S56 OFFICE ROOF FRAMING DETAILS -- - - - GA GAUGE UNFIN UNFINISHED S57 COMMONS TRUSS ELEVATIONS AND DETAILS GALV GALVANIZED ONO UNLESS NOTED OTHERWISE 558 COMMONS FRAMING DETAILS GAP LEGAL DESCRIPTION PROJECT DATUM GENERATOR ALARM PANEL UR URINAL ALLOWABLE FLOOR LASS AREA SRI WOOD FRAMING DETAILS GL G GWB GYPSUM WALLBOARD VR VAPOR RETARDER BASIC AREA,NBC TABLE 5B) 12.000 SP 971 METAL FRAMING DETAILS GMRL GALV.METAL RAIN LEADER VERY VERTICAL SECOND STORY-URIC 50421 12000 SF LOT 2 A5 DEPICTED ON SHORT PLAT APPLICATION 898-003 HC HANDICAP VCT VINYL COMP051TION TILE ALLOWABLE INCREASES MECHANICAL SITE ARCHITECTURAL FILED BY THE PORT OF ANACORTE5 WITH THE CITY OF HDWE HARDWARE SEPARATION ON M20 FIRST FLOOR PLAN ANACORTES. . t Il_C _ O _O° HP HEAT PUMP WC WATER CLOSET 2 SIDES NBC 5051.E BONI 12000 SF M21 SECOND FLOOR PLAN 9 J HT HEIGHT WP WATERPROOFING M1 PARTIAL FIRST b SECOND FLOOR PLAN-PLUMBING BG HM HOLLOW METAL WS WHEEL STOP SPRINKLED THROUGHOUT 36.OW SF M41 PLUMBING DETAILS W WIDTH (UBC 505.3 AREA%20)NOR HORIZONTAL M42 HVAL DETAILS RF Y --- "'-' HB HOSE BIB WDW WI M4 HVAC SECTIONS ^°AS/D' HW HOT WATER +/ WITHTH AN AREA ALLOWABLE @A 72000 SF M51 4 MECHANICAL DETAILS b SECTIONS OAS/DWG _— --. - - HWT HOT WATER TANK W WD WO - - -- M51 SLHEWLES WE WROUGHT IRON GROSS FLOUR AREA M61 CONTROLS DAS VICINITY M A P ID INSIDE DIMENSION w.: 1 INWL INSULATION ZING ZINCALONE EST FLOOR 22.703 SF ELECTRICAL FB MT INTERIOR 2ND FLOOR 17.401 SF m / EDO SYMBOLS AND ABBREVIATIONS J KAYAK SHELTER 300 SF EGA POWER RISER DIAGRAM TOTAL 40224 SP ELO ELECTRICAL AND FIR COMMUNICATIONS SITE PLAN I E21 POWER PLAN FIRST FLOOR ODES E22 POWER PLAN E23 POWER PLAN ROOFSECOND FLOUR ARISTE� OCCUPANT LOAD E24 MECHANICAL POWER PLAN FIRST FLOW CV� E25 MECHANICAL POWER PLAN SECOND FLOOR - , ND FLOOR. OFFICE. BOX SF OFFICE: 3550 SF/IOU•34 E26 ELECTRICAL DETAILS THOMAS D.EMRt 1CH GOVERNING AGENCIES F27 ELECTRICAL DETAILS DATA ROOM(OFFICM 223 M 1100• 3 STAff WAWN(�TQ1 STORAGE. 360 SP 1 100- 4 E31 LIGHTING PLAN FIRST FLOOR am sraeeT \ Z32 LIGHTING PLAN SECOND FLOOR DIRECTOR OF PLANNING b COMMUNITY DEVELOPMENT 2ND FLOOR TOTAL OCCUPANT LOAD: YJ2 041 COMMUNICATIONS/FA/ACCESS CONTROL PLAN FIRST FLOOR 1 ' CITY OF gNACORTES E42 COMMUNICATIONS/FA/ACCESS CONTROL PLAN SECOND FLOOR P.O.BOX 547 E44 COMMUNICATIONS DETAILS-SHEET 1 /. EXITS REQUIRED/PROVIDED: 2/3 ANA1 0-19.WASHINGTON 98TID WIDTH OF STAIRS REQUIRED U x 132/21: 1D80" E44 COMMUNICATIONS DETAILS-SHEET 2 T T COOT 203-IDOL E45 COMMUNICATIONS DETAILS-SHEET 4 CONTACT TAN MUNLE E4.6 COMMUNICATIONS DETAILS-SHEET 4 1ST FLOOR, VIDEO CONFERENCE: 876 SF/15 50 E47 ACCESS RISER DIAGRAM 9T ST /���- -T_'. 24,8 ACCESS CONTROL/CCN RISER DIAGRAM JJJ /// BUILDING INSPECTOR/PLANS EXAMINER (POSSIBLE PUBLIC USE( AV101 VIDEECONFERENCE ROOMS.AV INFRASTRUCTURE FLOOR PLAN s , \ \ CITY OF ANACORTES OFFICE: 11,686 M/*0•117 AV102 LOBBY AND BREAKOUT AV INFRASTRUCTURE FLOOR PLAN GENERAL INFORMATION Y All 1 - P_0_BOX 547 DATA ROOM(OFFICE) 223 SF/100 > ANACORMS.WASHINGTON 08221 12TH STREET 13601 29}1901 1ST FLOOR TOTAL OCCUPANT LOAD i AY LIGHTING CONTACT.DON MEASMER TOTAL OCCUPANT LOAD: 311 LSE LIGHTING SITE PLAN LL1 FIRST LEVEL LIGHTING PLAN i M DEPARTMENT EXITS FIRE DEPAR EXITS REQUIRED/PROVIDED. 214 LL2 SECOND LEVEL!LIGHTENS PLAN 15TH STREET i' 1016 19M STREET WIDTH OF EXITS REWIRED(2 x 311/4) 1555" L13 ROOF LEVEL LIGHTING PLAN 9806005 MACORTES.WASHINGTON 98221 i END) 293-=5 METHANE VENTING CONTACT,DAN HARJU WIDTHS OF EXITS PROVIDED MAY 15. 1000 �r 1 EXIT♦8O IFRONT ENTRY DOOR) MCS4 METHANE CONTROL SYSTEM CITY O ANACORTL EXIT 0 36' (EXTERIOR EXIT DOOR FROM VIOBO CONMRENCEI E.\98060\CD\AO-O �. HIY / / PUBLIC WORKS DEPARTMENT/DRAINAGE 1 E%IT @ 48 ENTRY TO SOUTH BUILDING LOBBY( CORROSION PROTECTION P 0 BOX 647 1 EXIT B 36 (EXTERIOR EXIT DOOR FROM EXECUTIVE OFFICE SUITE( CPI FOUNDATION PLAN CATHODIC PROTECTION SYSTEM LAYOUT ANACORTES.WASHINGTON 96221 CP 2 CATHODIC PROTECTION SYSTEM DETAILS 1 Mfi01203-1038 OWED CONTACT:DAVE LERVIK Pf.CITY ENGINEER WASHINGTON STATE ENERGY CODE LAB O 0 CON=TRUCTION 11 ELECTRIC R SIT CE HEAT IS_NOT ALL . SET . mar®mew wa¢•c M"sTHUN 4\ NOTE OCCUPANCY COUNTED FOR ROOM ONLY AND IS NOT ADDED AS PART OF TOTAL BUILDING LOAD Z i u5 m Lu I-- STORAGE >- HEAD HEIGHT TOO LOW a q 360sf STORAGE TO BE HABITABLE v, Z (accessory to office) OCCUPANCY W ~ 4 PERSONS � W Z STORAGE MEZZANINE Q Z r- 1486sf ASSEMBLY NO OCCUPANCY = O Q OCCUPANCY 1'— W 99 PERSONS d5 SEE PLAN NOTE #1 J Q Q = !/? 8763f ASSEMBLY W W OCCUPANCY _ 59 PERSONS —� / •J•e C/,3 cc m _ m Q l A r, a STOR. MEZZ. o� 712.-4785f ASSEMBL _ oNCY RSONS a - - TRUE NORTH SEE PLAN NOTE #1 223sf0FFICE OCCUPANCY 3 PERSONS "6mm� � 223sf OFFICE SCALE 1116'd'-o• OCCUPANCY 3 PERSONS 3.5505f OFFICE OCCUPANCY MINIMUM 4' MINIMUM 44' 36 PERSONS o-a CIRCULATION SPACE CIRCULAT ON SPACE OMITTED FROM OMITTED ROM AREA CALCULATION AREA CAL ULATION w. 'mac �a� q Be 268sf DECK RFF accessory to office) OAS/DWG OCCUPANCY DAS v 3 PERSONS FB SEE PLAN NOTE #2 .i Za29 7RRa) AR 1Hp10.S D_EMRIpI 11.686 f OFFICE 8830sf OFFICE OCCUPANCY —1-HR FIRE RATED OCCUPANCY �i-HR FIRE RATED 117 PERSONS WALL (WHEN LESS 89 PERSONS WALL. (WHEN LESS THAN THAN 40' FROM LIFROM PROP. NEI PROP LINE) BUILDING CODE OCCUPANCY ANALYSIS FIRST FLOOR PLAN 28 SECOND FLOOR PLAN �6060.05 2 5 1/16 = r-o 1/16' 1'-0• MAY 18. 1089 EA08060\0D\Ai-0 �. A O CONSTRUCTION SET CONSTRUCTION SEQUENCE GENERAL NOTES 1.CALL FOR A PRECONSTRUCTION MEETING WITH THE CITY INSPECTOR 8. INSTALL UTILITIES AND PERMANENT STORM DRAINAGE ELEMENTS. 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH SKAGIT 3. PRIOR TO ANY SITE DISTURBING ACTIVITY INCLUDING CLEARING, LOGGING PRIOR TO STARTING ANY WORK. 9. COMPLETE THE ROUGH GRADING OF ALL AREAS, BEING CAREFULL TO COUNTY ENGINEERING DESIGN AND DEVELOPMENT STANDARDS, LIMITS AS SHOWN WITH ORANGE CONSTRUCTION COMPACT FILL AREAS PER THE APPROVED CLEARING AND GRADING WASHINGTON STATE DEPARTMENT OF TRANSPORTATION/AMERICAN PUBLIC OR GRADING, THE SITE CLEARING LIMITS AS SHOWN RO THESE PLANS 2.MARK CLEARING PERMIT. WORKS ASSOCIATION 1998 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, SHALL LOCATED AND FIELD IDENTIFIED BY THE PROJECT SURVEYOR. FENCING. THE PROJECT SURVEYOR'S NAME AND TELEPHONE NUMBER ARE LEONARD, 3.INSTALL TEMPORARY ROCKED CONSTRUCTION ENTRANCE. 10. FINE GRADE AND PAVE THE ROADWAYS AND THE PARKING AREAS. AND MUNICIPAL CONSTRUCTION, THE CITY OF ANACORTES STANDARD PLANS BOUDINOT & SKODJE, INC. (360) 336-5751. 44.CLEAR AND GRUB SITE, INSTALL FILTER FENCE AND TEMPORARY 11. HYDROSEED AND MULCH ALL EXPOSED AREAS. AND SPECIFICATIONS, AND THE 1989 W.S.D.O.T. HYDRAULICS MANUAL INTERCEPTOR DITCHES AS CONSTRUCTION ACTIVITIES PROGRESS. 12. REMOVE TEMPORARY EROSION CONTROL FACILITIES ONLY AFTER ENTIRE 2. ALL WORK PERTAINING TO THIS PROJECT SHALL BE SUBJECT TO INSPECTION THE OWNER IS RESPONSIBLE FOR ENSURING WATER QUALITY DURING ADDITIONAL FILTER FENCE MAY BE REQUIRED AROUND THE PERIMETER SITE IS STABILIZED, THE POTENTIAL FOR EROSION HAS PASSED, AND BY THE CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVE. PRIOR CONSTRUCTION AND SHALL RETAIN A REGISTERED CIVIL ENGINEER TO TO PREVENT SILT LADEN WATER FROM LEAVING THE SITE. THE CITY HAS APPROVED. TO ANY SITE WORK, THE CONTRACTOR SHALL CONTACT THE CITY PUBLIC WORKS MONITOR WATER QUALITY. THE ENGINEER SHALL RECOMMEND CHANGES 5.CLEAR AND INSTALL TEMPORARY SEDIMENT PONDS. 13. CLEAN ANY SILT WHICH HAS ACCUMULATED IN THE PERMANENT STORM DEPARTMENT AT (360) 293-1919 TO SCHEDULE A PRECONSTRUCTION OR MODIFICATIONS TO THE APPROVED TESC PLAN AS REQUIRED BY SITE 6.ROUGH GRADE ROADWAYS AND CONSISTENT WITH THE SEQUENCING OF CONDITIONS ENCOUNTERED. PRIOR TO SCHEDULING THE REQUIRED THE GRADING AS SHOWN ON SHEET C3, PLACE THE GEO-FABRIC AT DRAINAGE SYSTEM, THE BIO-FILTRATION SWALES NORTH SITE, AND THE CONFERENCE. PRE-CONSTRUCTION MEETING WITH THE CITY, THE OWNER SHALL PROVIDE THE S BIG-FILTRATION SWALES ALONG PROPERTIES NORTH LINE. G1 ELEVATIONS NOT TO EXCEED 15.00. CITY WITH DOCUMENTATION THAT AN ENGINEER HAS BEEN RETAINED FOR THE � 7.FOLLOW THE STEP BY STEP PROCEDURE CALLED OUT ON SHEET C3 PURPOSE OF MONITORING WATER QUALITY DURING CONSTRUCTION. REGARDING THE FABRIC PLACEMENT. BE ESPECIALLY CAREFUL IN THE 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER PLACEMENT OF THE CLAY LINERS FOR THE BIO-FILTRATION SWALES. CONSTRUCTION IS IN PROGRESS = LACL -------- _ _-------- I,+Ln r v� _____ ___________ __ _`� 6. J. ------ _ _ \ 1 � �/ APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIATE _ ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE � WITH THESE APPROVED PLANS. ANY DEVIATION FROM THESE PLANS WILL a a m ------- ---- --- ----- --- -- -_ - - - \ REQUIRE PRIOR PPP R, 0 8 = ------ ------ - - _--- ---- ------- ----- _ 1 0 __ __ _ ____r __ ____ PUBLIC AGENCIES --�� 7. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS A AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT < 'v NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY i ` -'---- - -- \ I / ' f 1 � I I , LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER F _ _ __ BE THE \I,,.i__14___--` // \�\ / UNDERGROUND PLAN. SERVICE(ACTOR SHAro4-5 55) AT LEAST x e / I AUTILITIES m ROD UT 6 j1_ STABIL2ED CONSTRUCTION 2 / '\ 9- I I I I I 48 HOURS PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESEMATIVE y - 72"CARP 1 OUTLET ���� ENTRANCE $2 C2 _-- / Y EC fiNP 2.f>b AND THE ENGINEER SHALL BE CONTACTED IMMEDIATELY IF CONFLICTS SILT t / / 1 I ARE FOUND. m C2 11 j111.. 1 �\\\ '/ 1/ r / ! ! FENCE ROAD AB UP E- .t1t 5 O. _ 2 2 I I jL' �{ 1` I C2 FILTER FENCE I ` \ I 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE m II `����\ / ! Q , SAFEGUARDS, SAFELY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND m _ NCE Il&JP EC3.1 \ PpoTEdloN eYR EA2.7o Icw ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH AND SAFETY o m a i i FILTER FENCE C2 , (`"�1\ chlorr eo > 1 OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE t ! PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN \\\ II II /i eMP E .7 \ \ \ \ THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOWl��! P /' \ \ \ SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC \\ II II / � I SIN' 9 E-3.ip \ a�� AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS \\ I TEMPORARY I II _ ---- \ \ \ \ \ \ 1-07.23 - TRAFFIC CONTROL SHALL APPLY. I a t \\1 SEDIMENTATION-I i I .F,' O STRA1 BIRWERR MP E 3,15 * \ \ o POND \ \ \ 9. THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED \\\\ \ \ \ \ \ \ WITHOUT PRIOR CITY OF ANACORTES APPROVAL. I INTERCEPTOR 55 // III ,. \ \ . � .. \ \ � 10. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO j j1/ IIII - \ \ \ INITIATING WORK THE CONTRACTOR/OWNER SHALL NOTIFY SCHEMMER UR \\ �\ \ \ \ BETWEEN ENGINEERING INC. PLANS AND FIELD CONDITIONS. CONFLICTSWHEN C SHATS LL EXISTING CONTOURS \ AS OF SEPT. 1998 RESOLVED PRIOR TO PROCEEDING WITH CONSTRUCTION. U it. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR Z I INTERCEPTOR COORDINATING ANY UTILITY RELOCATIONS. �O2 SWALE III \\\\ v I \ (� ` / \\\ 12, SURVEY MONUMENTS SHALL BE INSTALLED IN ACCORDANCE WITH CITY Z j I -"- ( I \� �\\ OF ANACORTES STANDARDS PER THEIR TYPICAL MONUMENT DETAIL. cc STA)61ZED CONSTRUCTION c2 ENTRANCE #1 " , \ TESC NOTES- Z SCALEh = - 1 ` _ _I1 1. APPROVAL OF THIS TEMPORARY EROSION AND SEDIMENTATION CONTROL n� IT I' Z w2 T (TESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN. rl c i ------ 1 61 2. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, W N 100' MIN_ I -� MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/TESC SUPERVISOR UNTIL ALL CCj CONSTRUCTION IS APPROVED. W N l 3. THE BOUNDARIES OFTHE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE B L am CLEARLY FLAGGED 7 A CON LENGTH OF ORANGE CONSTRUCTION C FENCING PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD 6 w3 /_! NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. W !��! THE CLEARING LIMIS SHALL O MAINTAINED BY THE ARPUCANT/TESC T o HH--11-i1--3�n` 1-LiF-HF-{41--FM i SUPERVISOR FOR THE DURATION OF CONSTRUCTION. \ r/, 4. THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR ❑ V S� I I \_ 1 !/! / OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE co -a THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. S. THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS USE LEVE 7 / / '. ! / FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, I ! I I f�✓ / Re I /: / THESE TESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED j I I I -/ S OUTLET C2 j/ / / / STORM EVENS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS. Z /l1 / ' 1 6. THE TESC FACILITIES SHALL BE INSPECTED CONTINUED B4 THE APPLICANT/TESC Q / t I I _ / / I SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. J I I // /I/; I / WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE TESC Q� I I I /'� _ 11 / 1 FACILITIES DURING THE WET SEASON (OCT. 1 TO MARCH 31) AND OF o I I I I / TEMPORARY // / / / / / MONTHLY REVIEWS DURING THE DRY SEASON (APRIL 1 TO SEPT. 30). // 1 SEDIMENTATION �� 111 V FILTER FENCE POND I / / W C2 11 1, / 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT Is /!' / / ` /. / WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN °I1'd6ygfl. I/�/,. / DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED \ \ p T9 ////.'/ WITH APPROVED TESC METHODS (SEEDING, MULCHING, PLASTIC COVERING, I 1 / - �� !i�L! / / ETC.). aJ TEMPORARY \ - _- -_ _ _ -- __-______ !,/ SEDIMENTATION `---- _ -------__ /,! / 8. IMMEDIATE ATTENTIO , POND .. __ - __ . __ - - -\\ INTERCE �' /!� '// HALL BE ADDRESSED SWITHIN�FlFTEENN( 5)R DAYS REQUIRING -\ q C3 CM Q ® _ - \\\\ '• /j III: -' ,SWALE /!�/. / HE TESC FACIMINIMUMTIES N INACTIVE SITES MONT O UWITHIN 48 HOD AND - / y .I_ ! / EVENT. ED A MINIMUM OF ONCE A MONTH IN 48 HOURS OF A STORM N A / ,i/! ,,/ MAINTAIN � o / I14< EVE Q SILT POND OUTLET ! L Ilip'' �i/i j /. 10. AT U TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO cc / C2 pp 4 ///i. ! f� / / ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND / IIIC C/ii/< / / CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAYING. THE CLEANING - -. 'pll, OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. (� 11. IT STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL 8E INSTALLED F Z _ .%/�! / THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION BE 0 Ix _ ---_--_ _ - -� -_ - - _ _ - -__ i/i.' / THE PROJECT. ADDITIONAL MEASURES, SUCH !S WASH PADS, MAY BE ___ -- -- - - ----" - / PAVED AREAS ARE KEPT CLEAN FOR THE ` - OF - - - - -T. -'_.-... _ _ / RETENTION/DETENTION FACILITY USED AS A TEMPORARY ANY PERMANENT �- ------- --- - _ / SETNNG BASIN SHALL BE ODIFIED WITH THE NECESSARY EROSION CONTROL ��//�� () �_ _ ______7„___-----____�_ _ r --- - !� ;'� // MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. APPROVED OR NS RUCTIONS SPEC INSPECTION FOR EXCAVATION, GRADING AND FILLING IS REQUIRED IN ---\ --- - �ll:a> ,/ ACCORDANCE WITH 1991 UBC SEC 30 (A) 13. JOB NO. VERIFY FUNCTION & --- ---- _f!-( 99-0@ REMOVE EXISTING �� -- -- - -__ \ I4. FINAL REPORT (AS BUILT DRAWINGS) SHALL BE SUBMITTED TO THE CITY OF 6"0 IRON PIPE �•1���� ! / L ANACORTES UPON COMPLETION OF WORK IN ACCORDANCE WITH THE CITY OF SHEET I,Ili / / ,! !t v ANACORTES AS-BUILT REQUIREMENTS. cl CITY ENGINEER DATFV". ALL GEOTECHNICAL INSPECTION NOTES SHALL BE PROVIDED TO THE CITY Of V ANACORTES ON A WEEKLY BASIS FOR REVIEW BY THE CITYS ENGINEER. 1 of 11 " CAD FILE:98012Ci.OWG STAKED AND ENTRENCHED STRAW BALE BINDING WIRE OR TWINE COMPACTED SOIL TO r I i PREVENT PIPING FILTERED RUNOFF 11 I SEDIMENT-LADEN IIII { i I i I� RUNOFF NON-WOVEN SEDIMENT CONTROL FABRIC MATERIAL, 60" WIDE ROLLS, I I1p' USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. i O - ROP f=�� =���h� I I - III III I � KIN +I I_IIIJI I—I III I I — � 2" z 2" x 14 O.C. 700, rc N WIRE FABRIC SFf 4e,°(. CROSS-SECTION OF PROPERLY INSTALLED STRAW BALE BARRIER Z R EQUIVALENT. TOTE, c> -_ ON APPLICABILITY. R = 25' MIN. 3 w 1 PF11=1' i I I I- II I ru . a 0 _ _ - - II I A— — A q o u U N 12'• MIN. B 2"X2" P.T. WOOD POSTS 4" - 8° QUARRY SPALLS , V,1N rc e AT 6'-0" ON CENTER. � (STEEL POSTS, AS ALT.) y � F4t+ 1 \1 n PROVIDE FULL WIDTH OF NON-WOVEN SEDIMENT CONTROL FABRIC INGRESS/EGRESS AREA POINTS A SHOULD BE HIGHER THAN POINT B t PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY < 0 WIRE MESH FABRIC, STAPLE OR m m NAIL TO POSTS IS REQUIRED TO SLD 'INOTES: STRAW BALE BARRIERS SUPPORT FABRIC WHEN IT IS TO BE r'f iv n IN PLACE FOR 6 MONTHS OR LONGER. y o 1) 100' MINIMUM LENGTH. MAY BE REDUCED TO 50' MINUMUM FOR SITES WITH 1. STRAW BALE BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH i 9 p RUNOFF-PRODUCING RAINFALL AND AT LEAST DAILY DURING PROLONGED 8 p LESS THAN ONE ACRE OF EXPOSED SOIL RAINFALL e < ■ o O U N 2. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED BALES. - 2) ALL MUD AND DEBRIS TRACKED ONTO EXISTING ASPHALTED ROADWAYS SHALL END RUNS, AND UNDERCUTTING BENEATH BALES. ! BE SWEPT/CLEANED UP AFTER EACH DAYS WORK, OR AS REQUESTED BY THE 3. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BALES SHALL BE I1f I� IN PROJECT ENGINEER AND/OR THE CITY INSPECTOR. ACCOMPLISHED PROMPTLY. BACKFILL 8"X12" TRENCH W/NATIVE 4. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RUNOFF-PRODUCING I!p(t ill S SOIL, AND ON BOTH SIDES RAINFALL THEY MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION II�1�1 OF FILTER FABRIC ON THE REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. 14 SURFACE. 5. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE STRAW BALE �111LIB! BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. 6, ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. U FILTER FENCE STABILIZED CONSTRUCTION ENTRANCE STRAW BALE BARRIER Z z APPROVEII FOI CO TRUCTION 0 1 NO scN, BMP E3.10 2 N0 Se a No s� / Z G y.� cr CITY ENGINEER DATE W W _Z M Z —^ INTERCEPTOR W ^m BERM L �< W z- N Qm 4"-6' QUARRY $PALLS (TYP.) C a G w3 O W 2 w o� POND o� �o -- ❑ � o O O oa 25 QLJ 8 UNDISTURBED O O�(�}�1 POND OUTLET AREA OO�GRAVEL (12" MIN DEPTH) r , GRATE V WIRE MESH WITH FILTER FABRIC ON TOP 2 2 �1 1' MIN. 1� J 6" GRAVEL BERM fA AGROUND, OR GROUND AND STABILIZED SLOPE SPREADER �J PAVING WHERE APPLICABLE I 4"-6" QUARRY W I!'_2 SPA (TYP•) SPREADER LENGTH 0 CATCH BASIN 6" GRAVEL BERM SPREADER INTERCEPTOR (n _ BERM W NOTE: 12" � — i r^ SEED PER BMP E-1.10. 1' MIN. vJ 0 OUTLET TO TEMPORARY SEDIMENTATION POND. RIPRAP AT POND. NOTE, Z 4•-6" QUARRY SPALLS PER SECTION 9-13.1 OF WSDOT/APWA 2 0 STANDARD SPECIFICATIONS \v UNDISTURBED w GRADATION: PASS 8" SQUARE SIZE 100% OUTLET rA PASS 2" SQUARE SIZE 40-10% v, 0-109. L 3' MIN. fi' MIN. JOB NO. 98-012 4 No LET PROTECTION -- LMP ON—SITE INTERCEPTOR SWALE 6 TEMPORARYo SILT POND OUTLET �� LEVEL SPREADER OUTLET SHEET BMP E2.50 C2 2 OF 11 CAD FILE:98012C2 _ y Ali!■-=■■�■■■■■■�L♦�iii-rar �" 1 .— ■■��! IIIII■ \■i ■III ! iri -r.. \ ���-v�I ,� ii1CCt��^^.�:m®��■■■■M■■■■■PI!!P■■■■■i!■■■■!11!■►11Ni 15�!!g■■■■■1il�.i�!!!C■9! " '■!L�!■I!!■■■■■llfilRlIII1 �lillYl�� oil ■r :��■r�wn�w<rsr��resv---srrs�■�-s■-d�■!!■■!■almommm ■!;/ rer- _�-na a--® r.�u�s.w.��■!\NI\��®91� EMISSION fill■■■■■MOON !/L'' t■■■I �Ir lismassi ■■■■ ■■■■Ir ■■ �I ■ Ia III Moll : III l■■■■lrfri l�l�l ■■�I�iiYxl MENrr�a■■■'.D II___ �! fl■ r�l■1.� 1t,,,1,,,� .a��� . 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Z w� W r Nm LL. �a W wN m SEE SHEET — 6 _ BER & LAWN ql iirr' ri �� Z o GFOR RADINGM EX d�99 R /lj/ / / 1 / / ❑ C �¢ g6e4ftrol - r rr/r� / �-.'i i I r f I J � I - - urn' r, r r 2 _ --- ------ ___ - ---- — - - NOTE: Z_ - — - --- ---- -- ��... - - -- ---- - - -- � ---- --- ___ -- ------� --� - - ---- � - -' -- ----' ��'i' ' r SITE GRADING GENERAL NOTES. �L r r SEE SHEET C3 FOR -_-- _- --- -'/ '//7 GRADING QUANTITIES Z \ - - N SITE -- .. �'"� r RAW CUT = 8434 CY d - c,.\:,♦r�� �� r�f RAW Flll = 18479 CY � LEGEND: Z as ------ EXISTING CONTOURS �.J cc PROPOSED CONTOURS TEMPORARY CHAINLINK APP OVE OR RUCTION `� JOB NO. 98-02 SHEET CITY ENGINEER DATE C4 4 OF 11 CAD FILE:98012C4 n F m A O I L �V I �; I / I m o I IIIIIll il' m I j�, IIiIL 11 \v I ����� 11�11! .IIIII I j m 111 II1111 vlmx N - _ 1 <_- III 'I I II u 1 � 1j 1111111 o�Pm� N� / I IIIII IIII �\ IIiL. -�m� _mA _ r.�a Ni I II 1 I.II I �. 1 III Il IIILII M\ Zr3 ---slfL - NA _ / I Ill If III -. 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ANACORTES WASHINGTON s : 1 b � ONBOI(!O MLS — N CAMPUS: PHASE ONE j - GD4 COMMERCIAL AVENUE, SUITE 152 _____ Ss \ A c j " IG04 CTES, WA 9AVENUE,S 360 293-1960 z � � �� MISCELLANEOUS DETAILS c � rn eo AVP REVISIONS — — � Y I _ Y a I: .�♦ b 1 L y N N2 3q,43' ---r-- -- O __ - -- -- -- )f f)-' -- -' -- 6 STALLS 0 9' = 54' 10' F 48 0 7 R AVENUE � 40 � I O a I < r � . 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C _ o FO .°. o SUN HEALTHCARE SYSTEMS, INC. ., G t f CAMPUS: PHASE ONE — x z a CAMPUS: PHASE ONE ... :z f ANACORTES, WASHINGTON ANACORTES, WASHINGTON a= ' rn �y -1 g j I p I i AVENUE a 1 i O1J lJ o c JB vr r mb IIce , ?10 05 - 20 17.70 19.35 19.35 1&30 _ - , 21 22 p � B m 5 — T N ❑ O- O p a ci v 51 W p i S / ® ®v I n I „ o / o I 23 o \ �t � • r �� u O wti 2 t a o 4, 2 \ n - 'v a a — 5 r 4 n 'm } b \ y i l b � /q I I i t v I I , � I I �, ti � i I � III IdIIdII tn II ❑ i I g — --41L— ❑' 1 ❑ I I I i a 1 � \ U I I e ?e nr PARK BUILDING \ 41 i > ; + G,, I i III' I I + l` + e a. .;i ' _ A., • � �� . . I _— __ I - -  AVENUE + � I - I i I , I II I I II p� I II i I I � I LJ / ' r-- - II I I I I I w ` II III II ; I I:j -- _ l �I _ I I i ICI t + r I I i r i 0 $o � z 1 z I cn"I"� > m w o ro > m rrno N — r 0 i I Z 0 � ti j Z „+ a I � _ I I r n I °� Z I � � _ _ o Wco o I� �n Tr a i , R" AVENUE T7 •� - i I � / I I m M ITHUN NC CURB AND DO—SWAlE 4• ROUND ROUND SLOPE 2'-6' ROUND GONG CURB AND ACCESS _.. _ — .e.ouv.... ARMING SEE CNIL DWGS SLOPE TO CROWN SLOPE TRANSITIONS ROAD —SEE CIVIL DINGS iurru a nin EE CIVIL DWGS TRANSITION I i evert ecxoae • � el eee+een n n ee 26 26 ieX 24 24 22 — 22 20 20 I 18 18 I 16 — N .___- _--. -- 16 w 14 _ _ -- — — 14 W 1 SECTION A-AA F- I scAF: 1/4• = 1'-D° Cl> U: Z O s' W 1--- 14' REINFORCED TURF CONCRETE WALK PUNTING AREA 6' ROUNDS UJ Z SLOPE TRANSITION z e = C!� — 8' — LuQ J C/5 22 - _— --- 22 LL' = U� �— Lu 20 _. -- L0 = F- - — - - N ----— - C/: 8 - — ---- — e =) O n- U — m Q �} SECTION B-BB 6' PLANTING AREA CONC. WALK ROUND SLOPE TO CROWN 6' - ROUND SLOPE TRANSITION 22 -._ - _ -_ 22 20 '-___-.___- 20 76 16 - 16 -.__ - ___ -..-___- 14 DR SECTION C-CC 3 SCP1E: 1/4• = 1•_0: �,...,a, I DR/AS �0 ".w a ...,m aniti'rvwm LAWN AREA ARE ROUND 10•GONG. WALK 4• ROUND -_ -_ EA PLANTING-.._ _. ROUND SLOPE ---- 26 -TO-CROWN SLOPE SLOPE - 26 '^ iRANS1KKJ I TRANSITION 24 24 22 -... __- __.__- 22 BERM GRADING 20 -- ------ -- 20 DETAILS 6 16 MAY 18. 1999 14 -__ _- __...- -- -- --__ t4 a. SECTION D-DD T,2.3 SCALE: 1/ = 1•-0' CONSTRUCTION SET' MITHUN p t \ \ "• .0 ou.. .Lr mv ... ... ..L,..< \Ld i I � a a \\ BENCHMARK POJE545 CHISEL MARK Z ,r OF NV7 GO OLDER _- \\ ` r y R. ,,,x � v111 v �`i -- WCOTCRE Emo UARE ,V 16 64uj ELEV. _ V, 0 Lu //JJJJ 1' LU 0— is ry / -- Z. Q \ % I POINT OF CONNECTION - - , SNB BY M i s l r ECHM1NICPLAL. _ r 7 -Y I I \ � \ �� � rDR MW.auR IT P- , .. f, 'Y / C IRRIGATION PLAN �1/ eoo�oo MAY 18, 1999 SEE SHEET L3.2 0 10 29 40 80 FOR IRRIGATION SCHEDULE SCALE: ,. = Zo. _ D. 1 i, 1 CONSTRUCTION SET MITHUN IRRIGATION SCHEDULE ...' r VALVE BOX,T1'P. FINISH GRADE •:'::.q u• I ---- SYMBOL MANUFACTURER/MODEL NUMBER REMARKS 1"""^••' • 2' iTh"IRRIGATION DEWCT METER _ - h VALVE BOX-'- -FLUSH GRADE I000 TORO XP300P-07 SERIES PLASTIC ROTER POP-UP; F REDO.BY LOCAL AUTHORITY. UNLF7IPPLL-�3 35' RADIUS A PSI; COORDINATE INSTALLATION AND s _ _ INSTALL R DETAIL PAYMENT NTH LOCAL AUTHORITY i MANUAL- _ - 2"SHUT OFF VALVE 5 GATE< VALE ,.� COUP PLEB it 0._ V a D O TORO XP300P-07 SERIES P ROTER LAWN POP-UP; RADIUS AT 35 PSI; v - - DOUBL E CHECK VALVE � INSTIL AS PER DETAIL �+ K 2^ •. Y�. `E - PVC LATERAL PVC NIPPLE LINE Z �A MINUS GRAVEL-' BACKFLOW OO'PVC- 1 1/2"WI OUPLER SUMP,12"MIN. PREVENTER ELL = 3 AIVE 1" 2, DEPTH.TYP. ,n.--.1 TYP WELL w 2 --MANUAL DRAIN L'TYP.NIPPLE PVCNIPPLE- --- PVC NIPPLE- '^ MANUAL DRAIN-- - --PVC BUSHING PVC MALE ADAPTER v J PROVIDE AND INSTALL 2 PVC DRAIN GALV. PVC PVC TEE OR ELL- AS RED D. -PVC NIPPLE MAINLINE PVC MAINLINE ------2 Of.YY MINUS LINE.SLOPE TO DAYLIGHT.GRADE NO RENDS ME TO GRAVEL SUMP ALLOWED.ESTABLISH CNiADE AT METER MAINUNE -CONTROL MIRE uj TOP OF GRAVEL ��F�^ v! SCHEMATIC POINT OF CONNECTION DETAIL ACKFLOW PREVENTER ASSEMBLY REMOTE CONTROL VALVE U� Z 2 wo scAlE 1 NO SCALE LL, CD III= UL U p = = co Lu LOCKING I F- '!IV' I --1� -- A J c5 �) v NIPPLE r FINISH GRAD -- ----FINISH GRADE Q Lu 3 — PVC TEE(2"0) - _ Q� L11 --WICK COUPLER VALVE - T F- -PVC LATERAL OR 'n WITH L RISER /LID —SPRAY HEAD �i PVC TEE MAINLINE -9A.P.RISER L NIPPLE PVC NIPPLE OR ELL PVC BUSHING 90'G.I.P.ELL (6"LONG X 2"0) AS REO'D. G.I.P.HIPPIE 90' ELL-BARB PVC HIPPIE - —9IY G.I.P.Ell INLET,H SP SIB HEAD LITERALS - PVC N CU55 ZW, SIZE (2'0) -90'G.I.P.ELL _ G.I.P.RISER(45'MAX S PE�TMUNNY PIPE AS INDICATED ON DRAWING. MINIMUM MANUAL DRAIN.-- ANGLE FROM HORIZONTAL) LE SIZE 3/47. MINIMUM 19' COVER / > U VALVE _ - 90'G.I.P.ELL MAINLINE - PVC SCHEDULE 40, SIZE v -G.I P.NIPPLE G.I.P.NIPPLE PVC LATERAL -PVC TEE OR ELL i' AS INDICATED ONNI URAWING.COVER. PVC STREET PVC SUPPLY LINE FIT ELL-BARBED SIZE 3/4'. MINIMUM 24" COVER. ELL - —4 C.F.N"MINUS ---PVC TEE OR ELL FITTING GRAVEL SUMP ® TORO %F4-O6-08 W/ MOD-04 12 STATION ONTOLLER, WAIL ' MOUNT, INSTALL 5'5' ABOVE FILTER FABRIC COVER - - - FINISH GRADE. OVER STREET ELL OPENING y� BACKFLOW PREVFNIER ASSEMBLY �F EQUIPMENT REWIRED AT POINT OF CONNECTION: 4 MANUAL DRAIN VALVE 5 QUICK COUPLER TYP. RISER EMBLY WILKINS 70 SERIES 1 1/2' PRESSURE REDUCING VALVE NO SCALE NO SCALE NO SCALE FEBCO MODEL 805Y 1 1/2" DOUBLE CHECK VALVE BADKROW PREVENIER. INSTALL PER DETAIL MANUAL GATE VALVE SEE SPECIFICATIONS. MANUAL DRAIN VALVE SEE SPECIFICATIONS. INSTALL PER DETAIL. -- BUCKNER 25003 1 1/P" QUICK COWLING VALVE; INSTAL PER DETAIL. -- NOTES: 1. PRIOR TO START OF CONSTRUCTION VERIFY 50 GPM AT 60 PSI AT SNBOUT LOCATION. NOTIFY LAMMAPE MCHICTECT OF ANY DISCREPANCIES PRIOR TO BEGINNING CDN51RLICTION. 2. SlEEV1NG (NOT SHOWN ON DRAWINGS) IS REWIRED FOR ALL IRRIGATION AND CONTROL WIRE OR UNDER ALL PAVEMENTS, WALLS, ETC. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION ,.�.a.. OF SIZE OF ALL SLEEVING REQUIRED FOR COMPLETE INSTALLATION OF WORK. 3. NUNE SHOWN RUNNING PARALLEL TO PAVING EDGE SHALL BE INSTALLED IN ADJACENT PLANTI EAS AND NOT UNDER PAVEMENT. 4. ALL S HALL BE 2X THE DIAMETER OF INSERT PIPES UNLESS OTHERWISE NOTED. DR/AS 6 • / C IRRIGATION SCHEDULE AND DETAILS 98060.00 MAY 1& 1999 L3 2 '"�� CONSTRUCTION SET Ll MTTHUN /10 SEED ENTIRE REGRADED AREA TO SEAFARERS WAY �. z � \ \ \ ` •� �` AND 'R' AVENUE - SEE CIVIL FOR EXTENT OF EARTHWORK \ �. \ --— 13 LLJ LLJ ° 1 ° I A t sl C!� z -_- ® r + n RESTORE & RESEED DI LINtFS OF Ar F� RO DISTURBANCE/NEW GRADING Lu a Lu Z RROJEC7 BENCHMARK i C C� 36 � ��I � I� ' U / D • \ v545 CHISEL MARK �� RO + R0 T "�� ✓ Q LLJ OLDER / y � ' � = SQUARE CONCRETE SLAB/ k. r Roy ON NVV QOR. OF C/ R a Q '. ELEV. - 1 W (TYP $ 6 �� LZ. co CV �) f _ REINFORCED TURF •� ,_ -.. ...,. I : ._., is +�� /i •� �,. �.� � - I 1, �1 RO ` ( ) - to + MS i -✓-' l a' i _ + t .i +.+ � Q Z �i �• � „x-".- + ,� TAR a RC P' j i a EA RO RO o e: e + 1 � ROJ �' x I NOJ RO G v o c P ) f l r# ,. e 5 T�TON" MRNR f TREE PWITER, TlP. OR WAS RO RO a NO No i r ® =---SEE9Z4RRE:-R- � )=tit _ -- °O RO t ® O j/ /(Fj AND 'R' AVENUE - SEE F EXTENT OF EARTHWORK CA + / oe PLANTING PLAN 0806000 M MAY�78. iBOB _— SEE SHEET L4.2 0 10 20 C) 80 FOR PLANT SCHEDULE !OAE , 0 - 0° L4. 1 's'� CONSTRUCTION SET m MITHUN _ ((21 BVC LOINGTOtE STAKES (( HIGGINS CORP.-206.868.8817) 2) .I n•Av,e.e j (BYBVC LODf>EPq.E STAKES (B HIGGNS CORP.-206.868,8817) SCIENTIFIC/COMMON NAME SIZE/REMARKS .A+i.ioi eenev SECURE TREE TRUNK TO STAKES SECURE TREE TRUNK TO STAKES WTH CHAINLDCK#2 BY LISTER -ONE GALLON PLANT,11P. I WITH CHAINLOCK 12 BY LISTER OPEN BURLAP AT TRUNK i FOLD BACK AND UNDER 0 A OPEN BURLAP AT TRUNK • GYMNOCLADUS DIOICA 2.5'CALIPER, -14' HT., 88, FOLD BACK AND UNDER KENTUCKY COFFEE TREE SYMN BRANCHED SPECIMENS -- PLANT AT SANE LEVEL AS G40WN. .. �'+ W'+ ICI(MULCH FIN,GRADE. CROWN LEVEL W1RI 3 �, --FINISH GRADE FIN.CRAOE CREATE WATER BASIN t va • GYEINOCLADUS DIOICA 6' PER, BB SPECIMEN, SELECTED BY AROUND TRUNK O KEMUCKY COFFEE TREE CH FOR FORM & BRANCHING. V -- CREATE WATER BASIN 2'THICK MULCH / O Z AROUND TRUNK-NON IRRIGATED 2'MULCH f r/%%///// %////ii/////ii////I i//// EAS ONLY FINISH GRADE • QUERREDCUS RUBRA 2.5" CALIPER, 1 BRANCHED HT., B8. _ [3 GRADE s BREAK AND SCARIFY SIDES AND _- '_._• -- -' RED OAK SYMMEIRICN.LY BRANC ED SPECIMENS m BOTTOM OF PT H CONTAINER OR w - FNISH GR SURROUNDING AREA o o I ".! PLANTING PIT ROBI PI K IDAHO LOCUST BE, CALIPER, AL PRIMARY RY _ PLANTING PIT WA ELL THOROUGHLY �t O PINK IOPHO LOCUST AND UNIFORMETRICAL�PRI NO GAPS. V/ ROTORIL WITH `� SUBGRAOE ry BACKFKL AS PER FICA ONS N (�h SPECIFIED TOPSOIL, -8'PLANTING MEDIUM BREAK SCARIFY SIDES - 12 i// .§NAIVE SOIL) METASEOUOIA GLYPTOSTROBOID 1.75" CALIPER, 8'-10' HEIGHT, BB, ` j 1 12 SOFT CIA OF PIT.ANGLE SI COMPACTED SAIL DAWN REDWOOD UNIFORMLY BRANCHED. VERTICAL NOT ACCEPTABLE. MOUND TO SUPPORT 1RFF --- COMPACTED NAIVE SOIL PINUS CONTORT 75% 0 6'-7' HEIGHT, BB v, MOUND TO SUPPORT TREE SHORE 25% 0 8'-10 HEIGHT, BB TYP. P. DECIDUOUS TREE PLANTING DETAIL P. CONIFEROUS TREE PLANTING DETAIL 3 #1 CONTAINER PLANT'G DETAIL ARB UNNE CCOM ACTT' #15 CONTAINER cj. SCALE140 Z No SCALE STRAWBERRY CALLUNA VULGARIS 'SILVER KNIGHT' #1 CONTAINER WM R SCOTCH HEATHER 1..� �••/ WZ O CEANOTHUS 'JULIA PHELPS' #5 CONTAINER Q WILD LILAC OPEN BURLAP AROUND CISTUS PURPUREUS #1 CONTAINER i V -- PURPLE ROCKROSE F� TRUNK-FOLD BACK AND UNDER HN ' R HEUMITHEOUM NUMMULARIUNAMED H M SELECTED BY LARCH CULTIVAR AS SPECIFIED Q -- 4°POTTED PLANT,TYR SPACING, WATER BASIN IN NON-IRRIGATED PLANT AT SAME L Lu T c, AREAS ONLY r'*0 GROWN IN NURSE LAVANDULI ANGUSTIFOUA 'MUNSTEAD' #1 CONTAINER U J qc��, \ �-� V o SUGHTLY HIG V'4 MUNSIEAD LAVENDER F_ + + + 3q�yc o TOP OF RUOTBALL AT \ t �. (f� cr TRUNK-REVEL M1H \-k t7 0 H ULCH BACK FROM LIRIOPE MUSCARI1 CONFINER, RIGOROUS FFlNISH GRADE go SURROUNDING SOL /- AGE lM� BIG BLUE LILY TURF ESTABLISHED CLUMPS .. _ FINISH GRADE it C Q 2'MULCH Sh SPECIFIED 2'MULCH p/v, /'%T/%/�jJ/%/J/i"/ i//, //: i 5 NAHOCR PING M #1 CONTAINER 8"PLANTING MEDIUM - SPACING MR � CREEPING AHONIA v / U _ - PLAN -EDGE OF PLANTING AREA MISCANTHUS SINENSIS YAKU JIMA' �'2 CONTAINER, VIGOROUS Zc NOTE: PLACE 2'COMPACTED DEPTH MULCH, 7 'o SHOVEL CUT SIDES OF PIT DWARF MAIDEN GRASS ESTABLISHED CLUMPS -ROTOTILL SUBGRADE -TYP.AT ALL PLANTING AREAS R ILL ` SUBG COMPACT NATIVE SOT UNDER PLANT TO AVOID SETTLING Qy� MISC EUL GRASS 'SILBERFEDER' iJS.CONTAINER PLANTING NE TO BE T EULAIJA GFASS PREPARED � LARGER THAN m OF ROOTBAI.L PLANTING BED ® MYRICA CALIFORMCA N5 CONTAINER PACIFIC WAX MYRTLE PA PENNISETUN ALOPECUROIOES 'HAMELN' /2 CONTAINER, VIGOROUS TYP. 4" POT PLANT DETAIL c) TYP. SHRUB GROUNDCOVER LAYOUT P. CONT. SHRUB PLANTv G DETAIL DWARF FOUNTAIN GRASS ESTABLISHED CLUMPS 4 NO SCALE `� NO SCALE NO SCA E O PHYLOSTACHUS AUREOSULCATA 8' HE, MIN (3) CULM CLUMPS, DO. YELLOW GROVE BAMBOO ROSA NUIKANA 12"-15' HT. & SPRD. NOOTKA ROSE �[T ROSA RUGOS4 12'-15'HT. &SPEED. `O SEA TOMATO E No ROSMARMUS 0. 'HUNTINGTON BLUE' 4' POT p •� `W ROSEMARY ROJ RDSMARINUS 0. 'MISS JESSUPS UPRIGHT' #1 CONTAINER `W ROSEMARY RHODODENDRON 'RAMAPO' 15'-18" HT. & SEND. RAMAPO RHODODENDRON FULL & BUSHY NO THYMUS PRAECOX 2' SQUARE PLUGS FROM FLATS 0 SYMBOL CREEPING THYME 12'O.C. ` DR AMMOPHILA ARENARIA HEALTHY, VIGOROUS CULMS GROWN IN BEACHGRASS COMMERCIAL NURSERY; 3 PER HOLE: HOLES AT 15'O.C. TRIANGULAR SPACING © BIOS SEEDING SEE SPECIFICATION DR/AS © LAWN SEED! SEE SPECIFICATION OEROSION CONTROL NG SEE SPECIFICATION /® se PLANTING SCHEDULE �oA AND DETAILS 980 0 0 MAY18, 1989 ow�k� f L4.2 CONSTRUCTION SET i i GEOBLOCK FIBER-REINFORCED POLYETHELENE _ INTERLOCKING PAVER (36" X 12" X 2") r---- -3'--- ---- CAST-IN-PUCE CONIC., BROOM FINISH BASE COURSE: CAST-IN-PLACE CONC. WELDED WIRE MESH 0 WAVY BROOM & M I T H U N 80% CRUSHED ROCK, 20% TOPSOIL MEDIUM BROOM FINISH, SEE 2 - GEOBLOCK PAVERS, _ _ _ CDNC., _.T TROWELED BANDS ONLYCAST 5, OFFSET JOINTS FILL CELLS W/TOPSOIL +__--,_ - 1/2" EXPANSION JT 0 12' O.C. BROOM FINISH ...........e, TOOLED EDGE F WELDED WIRE MESH 0 FIRE ACCESS ONLY / --SOIL SURFACE �SEE DETAIL 2 SHEET L5.7 moue...:,ee 9 CONIC WALKWAY, 1/2 " EXPANSION JT. 0 tY OL. 1/2" EXPANSION JT. WHERE SEE® SEE ENLARGED PLAN. 5. ---/ TOOL EDGES, TYP. EXPANSION JOIN - SHOWN ON PUN 0 72' OC_ ��o - 1' MAX. r a e y CONIC. WALKWAY- -- --- -- -: < TOOLED EDGE - - 1 -!II 11�1111I LIII Illt"- ' T— T - Z=11I III III- 1111 III III IIII -,)�.IU-II�111 II II I�-111 a _ 'a - - - I,-III-III-III _ T 5 TOOLED CONTROL JOINT-- ---- _ - 51 ue, BASE COURSE 1/2" DEEP, MIN. }u �°''R� �C -COURSE Ilf"II II I�III IIIJII III= �( — - III -➢-1=11111HTHI1 IIIIIII jI YII-III I EHII III ILL � . III_ - -TIC-i G l III III III= L -III (� -IIIJII 4 REBAR 0 24' O.C. N Y_yll IIIJII III-I1 IIHI�7 r H TF=111 11 Illdll II(�ILIII JII IILIII II IILJIC�ICJ _._E COMPACT SUBGRADE TO 957 TROWELED BAND 0 JOINTS & -- EACH WAY CONTINUOUS 0 EDGE COMPACT SUBGRADE 95% COMPACT BUBGRADE TO 95% --- Lu -8"-TYP. I-- -"'I TURF POROUS PAVEMENT �� CONCRETE ESPLANADE 3 CONC. WALKWAY REINFORCED TURF -A CONCRETE WALKWAY F�-� REINFORCED CONCRETE c!� i SCALE: 1' = 1'-0' IYP. SECTION L SCALE: 1° = 7'-0' LONGffUDR14L SECTION SCALE PARTIAL PLAN- 1'-0" PA PLAN SCALE: 1" = V-0' LONGITUDINAL SECTION SCALE: 1' = 1'-0" SECTION ` VARIES, SEE PLAN - -� i" UI Z `-- NOM. NOMI/EN )E[qH I IERADI SE' 1/3 1-1/2" INLAID INLAID JOINT RECESS O VARIES CONCRETE TOPPING SLAB + SANDBLAST FlNIS EASE X PATTERN & SPACING AS W JOINT NOSINGS SHOWN ON PLAN. SAN T�— FINISH O PLAN O I uJ Z - - FINISH TO EASE N SI d CONSTRUCTION JOINT SEEDED AGGREGATE d d - Z EA E / F SURFACING .1 "' �' a - W/ INLAY PA LOCATE 0 O I TOOLED EDGE. TYP. -- > a w d o a d AST-IN-PUCE CONIC. - -- ~ _ ° d d CORNERS AN i6' O.C. MAX.d,, a I JOINT RECESS a U C/Q ° ERN & SPACING AS a = Q x SHOWN ON PLAN F� LLI ED AGGREGATE a SO CING---_ CONT. / SECTION a a e " a SE 0 STRUCNRAL STAB J co A� I1 Ai d. /,j GREASED DOWEL 0 r4 1• = 1• ¢ Q 4 1 j/ CONTROL JOINTS L5.7 = U� III ♦ III III' • ///'''���� • ♦ CONIC. SURFACING, LL' Q_ uJ m� EDGE OF CONIC. r ♦ I 4" - 7" COBBLE. ♦ SLAB ♦ SANDBLAST FINISH _ n ELONGATED TO ROUNDED. CONTROL/CONSTRUCTION JOINT, ALIGN L a PILE SUP D OR fT E ( W/ INLAY PATTERN. LOCATE 0 INLAID JOINT Cf> - SLAB - STRUCTURR - d a ♦ ORNERS AND 0 16' O.C. MAX. = O _ 1= COMPACT -ITT-I r II Ili' d IIF�J ♦ IIImIr �IIC COMPACT �`-' ` r III-- 3/4" NOMINAL OL/CONSTRUCTIN JT., Z 95% THICKENED - - cc r EDGE, SIM e - -- _ W NED PLANE = G Q 5 REBAR 0 PLAN SECTION ONC. SURFACING I U� `� Q O.C. 1"= 1' PLAN 0 - 0. COBBLE COBBLE PAVING COBBLE PAVING ® STRUCTURAL S SEEDED AGGREGATE SURFACING ALONRETE SURFACING JOINT DEfAI SCALE: I° = 1'-T IYP. SECT SCALE: 1' = 3'-0° SE SCALE: I' = 3'-0' NOTED 2' 6' 2' EAST-IN-PUCE CONIC., BROOM FINISH - - FOR RADII &-RADIUS POINTS PLAN `` 1---CONIC. FOOTING ----, _ _ 4' VARIES, SEE LAYOUT PLAN WELDED WIRE MESH - L\(bSUR , SEE CIVIL TION JOINT DGE, TYP. 8" MIN,DEPTH STONE MULCH: 4° -7" DIEM. WASHED COBBLE. SCALE: 1/2" = 1 _SANDSTON OCK, 10' LENGTH R CE CONIC.-- \ 2X6Xi6' LENGTH, WOLMANIZED FOR fr SAWN B ., SPLIT TOP & SIDES FILL JOINT W/ TOPSOIL GROUND CONTACT. KERF SCARIFY PRIOR TO PLACING GGREGATE #5 REBAR, \ TOP OF AS REQUIRED TO ESTABLISH TOPSOIL HOLD TOPSOIL i" G CONT. 6" FINISH GRADE ASPHALT STEEL EDGING SMOOTH RADII. E BERM t-I -� I T 1' MORTAR BED BC VARIES, 17.40 - 18,60 LEVEL 019.35 \ G(2P0 I I I BELOW FINISH GRADE NYSN '' III H - - - _ _ 1 I- III T III III- 5 D FTC, FINISH GRADE LAWN -III ) 1 III L 1HRU FTC, Q 1- NL I� H III III.-'I MIL � II III d 1V �C II III k=PI III iLif-h - - a I ___Fl-LASH COBBLE _AV ON II [ nl-1n 11 I11- I - - CURB U sT�� _ 1lm nil =1 �IIII III III III III �i._- 4 g,� � lll II II I 1� III JI__II II III III II _ I I-III II�II=1u � _7 J- bCl. ` Rm GI - MATERIAL /FLUSH I 11 I_IION SITE GRANULAR II E II IISUBGRADE T % I-I—I u COMPACT III- CAST-IN-PLACE FLUSH CONIC..CURB NS REBAR LA. END & '1j111111 _ II IIIII1 0 42 O.C. SECURE TO - EXPA N JOINT #5 REBAR 0 4 KENED 2X6 W/ GALV. STAPLES24" O.C. �' ED SIM. L-COMPACT SUBGRADE TO 95% 1/8' RYERSON STL. EDGING. i6" DIAMETER lOTUBE FIG. DR COMPACT SUBGRADE 95% SECURE PER MANUF. INSTRUCTIONS - - - - CAST-IN-PLACE C.COMP SUBGRADE TO 95% #7 REBNi DOWEL tm chow CONIC. SURFACING W PLANTED JOINTS LE CURB TRAFFIC ISLAND �� WOOD HEADER <SANDSTONE CURB s SCALE: 1' = 1'-0" 7\�ONCNG " = 1'-0" TYP. SECTIO I L SCALE: 1" = 1'-0" TYR. SECTION 1 `J SCALE: I" = V-U" IYP. SECTIONE: NOTEDDR/A8 I' 3" CL 1' 3- 2' 2'-O"TYR 5 TYP. " MORTAR JT. I' - QEVEL SANDSTONE 8o_ SANDSTONE PAVER, i- I 0(6) EO. PIECES, TYP ( B BYND. - - SANDSTONE K, 0 ATION 20.77 -- 14 LENGT WN SEAT WAL °- - 2 LO ONS ONLY T 1 14' LENG SAWN( ) TOP & OM. 78"BEYOND 18 9 ,' "' MORTAR SETTIN 0, I/2" , _ _ TyT LEVEL TOP & TTOM 1/2" M OEDSPLIT 8/ENDS ---- -- ---- ��� z <10 ONE BLOCK W/ SAWN \Y I ISPL DES ENDS.e TYPICAL w / ELEVATION 19.1 ® C LED MORTAR ( TOOLED TAR 11, TYR. L5.1 JOINTS '-� & BOTTOM, SPLIT FACE w m z � \ SONG. RAT SUB IDES. 6' LENGTH, TYP. < WtlTED JOINT, F.G. SUB VARIES, j n TNT g5 REBAR o -- > `�° o n -TOPSOIL 1" BELOW m r.« REBATE EBAR 0 24" O.C. SEE SHEET L22 -- o -, - SAND LEVELLING C `a 5 H COBBLE PVG PIVOT SUB " \ --0" EMBEDMENT GRADE r-TOOLEDGRpgE g "...na, , r BS 17.99 CONSTANT } F.G. VARIES f FINISH G / P C .-- _ g � � THICKENED EDGE E.G. VARIES e" U. SIDE OF BAND 5 18.65 OONSTAM LAWN "� EMI II(' s r eo• }.I{ BEDDE COURSE ♦ Y=1I . �¢ �i H15H 1 I11 III III 1 I 01 _ _ - a" - `L I �l- ! rl III P d� _ . COMPACT. I III L III- _ - - - SSYTe o ♦ FINISH ..... -.} SUBGRADE PILE SUPPORTED SUB I _ � I III I-- . � � F`I I� GRADE 3 DEPTH - III,,, III I =III I COMPACT 111 -nI-III IN III-1 ♦Ilrlll I:I-III=1 III=1�! TYP. SECTION / i- 1 3 . 1 III=nI Nl lu 111 11"; �,IIi DETAILS S BGRADE, 95% PLANTED JOINT / ° SANDSTONE BLOCK � _ SECTION 1/2" MORTAR JOINT I 3 ELONGATED COBBLE (T _ Q = IL-Ur�ll ILL-IIHik�� I:_3. I,_3" ♦ O NON-STRUCTU2IL STAB ♦ - - - LAWN � ♦ � �--- � 11 I f IIIII hGO CT GRADE 1' 2' TYR. SECTION 'I 4 REBAR NOfK NEDCEDGEL IVOT SLAB/PILE COMPACT SUBGRADE CONCRETE FOOTING EL I SANDSTONE BLOCK 16 0, OcaO COBBARDJOINT - TO 959. 88060.00 II r 0 3 O.C. TYR. .�.H -IN-PLACE CON E MAY 18. 1999 _ SANMo VER SANDSTON AVER-- MEDIUM BROOM FINISH THII _._ PoRTED SLAB, R STRUCTURAL e S TRUCTURAL SEE STRUCTURAL TOR PILE MO JOIN MO JOINT #5 REBAR CONTINUOUS, TY _ ---- SUPPORTED SLAB "`"1e SECTION 0 STAB PLAN 0 ENO PLAN END SANDSTONE BAND SANDSTONE STEP SANDSTONE SEAT WALL SEAT WALL @ STRUCTURAL SLAB CONCRETE MOW STRIP L5. 1 1 SCALE I" = -0" 1 SCALE: 1" = 1' 1 SCALE: i' = V-O" 1 SCALE 1' = 1'-0' SCALE: I" = 1'-0" TYR. SE CONSTRUCTION SET NOTE: HAT DIP GALV S 2' SCUPPER/V-JOINT AFTER FABRICATION. SE TYP. C.LP. CONC. - SEE 51' 61' SEE LAYOUT PLAN FACE OF WALL ALL SHARP CDR STRUCTURAL FOR 3 4° V-JOI - -�_I V-JOINT, TYP. 21.0 CONT. REINFORCING i PLAN FOR Nt >YP. Al �T H U N •e: ., . _ RATTER FACE _4.. ___ •,v • • ` 2" PER FOOT sun.iii i.0 3/4" X 1-1/2° ue•.e .u�up....... COAINAGE S , 2 SCUPPER - •.""`..``. DRAINAGE SLOT I - SEE LAYOUT N. GRADE --BACK OF WALL 3" NOM. WT,-� 8����w� PLAN BEHIND BEHIND STL P I 1 SLOPE FIN. GRADE FINISH GRADE BEYOND SLOPE FIN. GRADE - 1 \ FIN. DE WN -- - y�—B E SLOT 1 ® FACE OF RISER RISER BEYOND ® FACE OF RISER STRUCTURAL ///��� EHIND SLAB •, / 1&5 co 1 e EASE EDGES. TYP. WATERSTOP <. ' _ - - COM. �.` • IJT AND BEND I H - SEE - .' I P13 STRUCTURAL EASE ED ttP. ELEVAT _ FINISH GRADE '^ DOTING - SEE i}' i' GONG. RISER v J UC URAL OR SIZE k CONCRETE SURFACING EINFORCEMENT 3. -'--- - —COMPACT SUBGRADE ELEVATION W SECTION NO SCALE ERED CONCRETE WALL SCUPPER //// u.) SCALE: 1' = 1'-O' SCALE 1- - 1/2' I / ^. CUT & GRIND PIPE END SMOOTH • V 15" 3'-8' _ 15" 14' TYP. _ • ``RR —RACK OF CONC. WALKWAY 7' TYR. LL' V 4' DIAL PERT PVC. CAP T - _- is STAINLESS STEEL -ASPHALT SURFACING, SEE CML ENDS, TIGHTLME TO -- GONG. RISER - LT. 3' W Z n CARRIAGE BOLT, TYP. LAWN AREA DRAIN. \ SANDBLAST FINISH ttP. TS - SEE PLAN �" CHAMFER Q Z 12"x18°ACCESSIBLE SIGN CONC. WHEELSiOP, SEE CIVIL STRUCTURAL SLAB �OIL BS - SEE PLAN U O C/o PER CODE STONE MULCH: 4"-7" 12 TYP. _TOOLED NOSING, ASHED COBBLE. MATC — 3° u'J f -3' DU GALV. SIT. PIPE / 1/4• UP MAX. RC FOR SEEDE 6" TYP. J v> JI SURF 4 CONC. SURFACING a - Q a _ �} (1) ONLY L5.1 ttP. 1 U�] p < 2 /4 RE CONT. . �- �' I W W a -FlNISH GRADE - ° s 7yp LONG. WALKWAY - - - _ THICKENED m _ � ' ;e H 1= ILL. -�� =1�I-- ���EDGE I11-L! 1 AlAB00 P IL COMPACT SUBGRADE Z T ( -lu- NUOUS ROOT BPRR III "..SI Q COMPACT SUBGRADE TO 955 1'-2 II�II-III-ITT- - SIDES. HIGH DENSItt ILL 4 GONG, SURFACING in 1/2°REBAR DOWEL,_ c+ S�ARADE POLYETHYLENE, .030"THK. - 1I -� L5.1 ttP. Zcc� V 12" DIA- - in : 4) SIDES. HIGH DENSfTY L Q GONG FTG I (2) PER WHEELSTOP W/ INTERLOCKING CORNERS FIL _- - TABRI ECURE To SIDE SLAB � SECTION A V J U -cc SIDE SECRONVELEVATION FRONT SECTION/ELEVATION W/ DUCK a ELEVATION SCALE 1/2' - 7' 0" 3 ACCESSIBLE PARKING SIGN A ACCESSIBLE STALL EDGE TRENCH DRAIN BAMBOO PLANTER P. PLAN ® STEPPED WALK SCALE: 1/2°= 1'-O' SCALE 1' = 1'-0' TW SECTION SCALE: 1" = P-0" SECTNJN SCALE: 1/4' = 1-0' 12' LONG X 20" WIDE TREE - SEE LANDSCAPE _ -- - FINISH GRADE GONG. PAVING__ PLAN FOR TREE PLANTING DETAIL 5 TYP I CAST-IN-PLACE GONG, MEDIUM SANDBLAST FlNISH 2 -AGGREGATE MULCH: 4MATC av WASHED COBBLE. MATCH SOURCE FOR SEEDED -. / AGGREGATE SURFACING. - CROWN TO CENTER. w� � " i -. -i 9 - COMPACT NATIVE GRANULAR SUBGRADE TO 95X n #5 REBAR ® 18' O.0 ROOTBALL i°f' C. CURB p �� (2) �!5 REB>R, GRANULAR SEE CIVIL - ---CONTINUOUS EXPANSION JOINT, DR 4 SIDES SEE DET 17 � 7 TREE PLANTER FORT eras + g CAST CONCRETE CURB SECTION THIS AREA. SCALE: 1/2'= 1-0. DR/AS m 1 . / DETAILS 08060.00 MAY /8. 1000 ENLARGED DIMENSION PLAN L5.2 ` SCALE: 1/4' = 1'-0" """' CONSTRUCTION SET i j 15—J m II M I T H U NSEE PUNT.W. 17LEVEL Z ae.•a aa.ave r.r FIN. GRADE N SANDSTONE BLOCK i 1 5' 40 SAWN TOP AND BOTTOM2FIN. YR a 25, LSPLIT FACE SIDES - I STONE BLOCK • RANDOM JOINTING. 6' MIN. ,n?� ALL L5.3 _1" iYP. BLOCK LENGTH. SECURE 1 m I WITH EPDXY AS REQUIRED I -- j r GRADE ® BACK I 2B WASED GRAVEL F WALL WHERE INQICATED '`. 13 BACKFILL - 6" B.W. - SEE PLANMIN. RN. GRADE 2A I 4" PERF PIPE SLOPE T0.DAYLIGHT0 2% MIN. -_ I Zo � I 24 SIB". MIN, I FULL COURSE i 1 ^w BELOW FIN. GRADE ^o C/! CRUSHED ROCK BASE m� � LSa e COMPACT _ i I Lu COMPACT SUBGRADE a I - -17� SECTION 2'-6" _ END ELEVATION zo 19 1—� C/3 SA TONE BLOCK WALL --23 22 21 5 SCALE , Z SANDSTONE MON ENf 6 0 CONCRETE COLLAR SANDSTONE FACE 2-6 ( io 1 SPECIMAN SANDSTONE BOULDER 3/8" 0 MACHINE BOLT AS SELECTED BY LAND. ARCH. WITH EXP. SHIELD 1.5X3" BENT 'L" FROM 1"X3/16" STL. STRAP v 4 a --_._.. _— _ `/ ® C", 3/8' 0 CARRIAGE BOLT Q- -- ? 24 t W/ WASHER & NUT O c5 �! PLAN 2'k,"X3/16" STL - ----- -- Q NO SCALE TAB. WELD TO SIGN Q o/ 29' PANEL. TYR (4) PLACES d a ¢ STEEL TIERS, TYR 7 uj = C� .I N (FREE STANDING) L5.3 LU f� 1/4" STL rr PLT. SIGN ELEVATION STEEL RS 4 �? QUARRY BUST STRIATIONS it PANEL W/ IRREGULAR (WALL UNT) 15.3 � CD W/ SPLIT FACE EDGES. REDUCED ART WORK 3/8" 0 MAC BOLT I I CTION MOCK UP TO BE PROVIDED WITH EXP IELD Z U BY OWNER. PAINTED SANDSTONE BLOCK 5 = � � 3 Sim ME � 6"L 1 " BENT "L" FROM i I WALL L5.3 ` X3/16" STL STRAP �/ I U 3/8' 0 CARRIAGE BOLT I �/ _ TOP OF SIGN PANEL II W/ WASHER & NUT ELEVATION 25.25 I j I SIGN PANEL W/ TAB SIGN PANEL PLAN ENLARGED PLAN AT ENTRY SCALE i' _ ,'-O" SCALE: 1" _ ,0'-0" ° oa i J 6 SANDSTONE MONUMENT STEEL LETTER, TYR 7 1 2'1 2" L5.3 STONE (FREE STANDING) 15.3 I 3 SIGN PANEL SANDSTONE BOLCK 5 L5.3 WALL 15.3 FIN. GRADE BEHIND i 3/16" STEEL LETTER TOP OF SIGN PANEL FINISH GRADE ELEVATION 55.25 PAINTED 2$ BEYOND CONC. CT nR 1-1/2" x 1/4' STL.( SIM :Q: 19' W/ 2 14 REBAR PLT. STRAP - CONT. 6,, - 8'_3 �.�T.W. 19.25 _ CONK. WELD TO � OF - - _ o LETTER 18" TYP T.W.,8.50 T C r- 1/8' ROD - WELD TO B.W. 1&50 jg;25 _. - .- - - STL. PLT. STRAP. FINISH GRADE EMBE" SANDSTONE --- - 2" MIN. EYE. (4) PER LETTER -_"--- -------- a 4 x 12"'REBA QUICK SET GROUT - --- "- - - - - - m o o• ACCESS DRIVE T.W. 18.50 STEEL LETTER COMPACT S SANDSTONE BLOCK B W 17 00 (SURFACE MOUNT) L5.3 OR 'n UBGRADE H ' DOWEL 0 24 OC. 1YP CRUSHED ROCK BASE 6 SANDSTO ONUMENT STONE 4 STEEL LETTER SURFACE MOUNT ELEVATION A a SCALE 3/4' 1'-O' SCPLE: 3" = i'-0° DRIAS 6 SANDSTONE MONUMENT �. STONE 3 PANEL avume -- 3/16" STEEL LETTER PAINTED LA'3 l k 1-1/2" x 1/4" STL. 1-1/2" x 1/4" STL STEEL LEITER, TYR 7 PLT. STRAP - CONT. PLT. STRAP - CORI. 5 SANDSTONE BLOCK (FREE STANDNG) U`.3 C WELD TO � OF WELD TO E OF L5.3 WALL FINISH GRADE y r a�� lw -._ LETTER LETTER . BEYOND T.W. 19.25 3/8- MACHINE - 111 - - --- ¢' 6" FINISH GRADE BOLT W/ NUT T.W. 21.00 " � BEYOND � i.W. 18.50 T.W. 21.00 12" _ B.W. 19GO • T.W. 18,50 a1 1-1/2"STRAP, x 1/4' STL. / `_ — _ DETAILS �. PLT. STRAP. WELD 45' 1-1/2" x 1/4' STL. ^� WALL F TO RIPE. --____ REAR REAR PLT. STRAP. WELD I FINISH GRADE 3/4' PIPE VIEW VIEW TO PIPE. 3/4' PIPE FINISH GRADE LETTER f� - - 18" LETTER tY LETTER NOTE LETTER O® 8�80�6000 12'" DE x 12" DEEP 1. LETTER STYLE: HELVETICA MEDIUM CONTINUOUS GOING. FIG. VERIFY W/ OWNER. ELEVATION B % EEL LETTER, TIP 4 AY 18, 1098 2. PAINT ALL SURFACES AFTER FABRICATION �A FACE MOUNT) L5.3 1-1/2" x 1/4" x 6' STL SuN W/ 1 COAT SHOP PRIMER AND 2 COATS ENAMEL. O ^^� PLT. STRAP - WELD TO PIPE 'HEALTHCARE COLOR TO BE SELECTED. SYSTEMS 7 STEEL LETTER FREE STANDING +eoL-5" LETTER 2 ENTRY WALL ELEVATIONS L5.3 SCPLE: CONSTRUCTION SET SCALE: 3' 1'-0' �,o.,�......m.. f o r-z-� m•-o• mw' 1e'-o' IS'-°• 16'-O' --.. i :G' '-n 1/2 tv.oln,L ti-o' L rt•ro vx• I is-n v2' ('M12• __�-_ CT ' '.0 -_ # MITH UN LI CAHOOT MOVE rr = r , r NE OP I M° — �-----�.— — I-- _-- — — - °- _ , — I GM ,:.:.::•;;:: —�r' '1 12-s M, 2W-2- LOtM9e I i•:�s�:srne u• • nMr•,x,... B..x. rf.5 1 _ � � rm rm N� ♦ � � , _ / M KEY PLAN m r ea i ET ILOS KAYAK RENTAL _ eY , ' -L__ m _-_L- DF' ` FUTURE FITNESS � � r FACILITY � - } U _� CENTER\`. GJST sLBSe W SASNER/DRYER \ •.-'� / NORTH Z n OFFICE WILDW0 i o - � m x ♦ 1 1 1 ---M _I� see �`������ � I I �I �l. t �/ '---� J ir- - - DNAWINOS 0.0GET LAYOUT I roes I, SOFFIT � I �� PUN L22 FOR' _..`� LINE ®Me I ( (. A WNApNg BUILDING SEE FLEC Set I FLOOR PATTED /�-- r �CATW K ABOVE ae I • ppMEE eWIPNENT I SpMR �RINK. �NGE;LINE OF I . , / a MIS BTORA9e LATWT ABOVE RECEPTION DESK e ® ® f � coer�.. I1I ° McTHANE VCNTMO CNseD WINDOW I'I SEE MW-i S'�Wx' I OPENING ( I >° I FLOOR PATTERN xe 5HOVLOER' .�.� DATA TOWER xe 9TORABG '�/ '4 I STAR gEOpNp AAx l. FFICE BUILDIrvG 0 ° I, 1 I lox ❑12 rox S --ti s ):ME OF \ I 1 I ROUT ; 0 O .CATWALK ASOYC- �����.1r ^ l -on _ / l - 51 HALL .� � is`pKRTGti uNdiR �Wi�S I I/.i ��11 0 tLsoW %/�� �s F.irPsin �- I U ii I w ecurt nl VG9T18U. e lii _ .l I <. I • eJS C xly v.Vr�vJ ��N, / ; V Z a 'r roa I r 5 g- ° 1 OT LU r •�. BO' L Ir _ 1- i ' Lij r I o i Rs r au .� $1 eLeC v HALL M .jL ro a I m n I Aex - 1..L rog la» B-D' Ml tl° m Ds q _, ; 0: 1 r� OW 0 ,� 5 LLJ 5 � � / „ . I _ IT o P♦e I T-6 S'� 8'J VY N5�y 4.-0. .-0 .� i�Q IR 1 y-,T - J� - --- LLJ - . F� �o/� Q 90l OPI.HAIO ` tip_..-- r� xe I""T rn 10 °POUF RATEO�V � / -' J c J LINE OF IF 0 VR' / '.T ffi 9'A 1l2' B4 I/♦' 0.♦ o _ GELLING ASSEMBLY g •-c3c� CANOPY MOVE Lu Lu Z (fj __ 63 LEGEND FRAN2D }HOUR — — = , - 4 dFlC! I I tt-e'PLR TO PLR I o WALL RATED WALL 1 o � � SEE LANDSCM[ fAIDRAWIN65 FOR ru.- NFRORGATIONpsuve F D�xyr �['' �pAuc'�£ .S SG•µ Sx�a.I�1L Af�i� z /� C'L/ JWT.VALo Rriae- E)LT:N.I CQ 4 r SN£RSw •♦Lo 1 DOOR TYPE eLeCTRONiC WALL TYPE REFER TO REPGR TO SNEGT A01 W bBL - SHeeT ARx CARD READER FOR WALL TYPES - b n Ab 1 n u °rn.AT I I ♦ o f i•-.�� M p• >Ov GENERAL NOTES .► (p$�} DOIRR:R r t ( p x s/B' 1 I.SEE FINISH PLANS W00 N ARI) -fRUE NORTH __...__—.._- .- _- • _. 1 ~• xet FOR FLOOR TRANSITION TAGS OS L 0 1 2,ALL WALLS TYPE 2 U.N.O. Is. O AT ONE-HWR RATED EXTERIOR WALLS INAL 40 Of RTY E ADD LAND USENTYPEXC EXTERIOR TGRADEHE TE TYPE IOR PEE. M ♦ 1S'- ADD N LATHI OF lMET OR GRADE TYPE X .AT / / Bcp RT Pq , 921 9R9 a OIA B�. LINE OF DECK MOVE s zurT1 4,-w 5-S' 1 it-Mtn' e Y SCALE 1/8'.T-O' v€F sK OND .ov US W-tl f _ - - _ ® ^Pe y I 9TATtlIT �, I / Ya llG' TT - I r O r1 , _ g.p' rr IN Irr �. m r g r Mt - SFE STMILTH o �1 All r —�r I , r CE" I I / \ \ LOBBY ' - g'a w / L NE OFMJ ve.1 C 'PATIO RFF• a r /8� ! STAIR ABV_ I_ SEE STRUCT FOR�TYP_ — ELEV,PIT DETAIL 1 STRUCTURAL '['M Ds. ®.. V♦Dft RECEIVING --,� .✓- / \j / i3'-0'FLRTO PLR, / Am 1^ -TR 6E -P \ SUB PIT ' _ DAS�WG b V_ nr t SHELVES. ) . \- vEND ER 1;Q ' DAS/OWE I 1,11C ^No �Q' \_ / OIQ i IMCHRR: 9I' 1__ , - �- ' 1 _.,yi _ _.�_ xe 5 .F . -_ - / \_.. I 4O / �•"'�_\ AR F• ,STORAGE , STORAGE LINE OF WALL M ®Q - CONC.SLAD 1 I` - w♦x SEE STRUCTURAL ' mg - - _\ © I.�.. r... / _ S.♦. I _ ._. SLOPING WALL g- A 'EGS W" ME ELEVATIONS 6 / A0.1 - .._\ r / / I / nes I C�� I♦s r-p. A' Hg H° - I WALL SECTION NICCHOP WALL/FLOORW MIwvEEF ' WTERSECTION WINDOW BAY NpTOM s / ' \, (j ` 9 w \® -TMY' E.'" ® SH�LYl4�- �6n/ SEE ELEVATIONS ` tl'fl'FLRTO PLR. 1 COFFEE STATION 1 1 T F a r2.. 'Nec'^6•vR gG 7 y . TOM e D>is N4NICAl.OCpq - 1 GONG.SLM Q % see sTWGTUAL S O.ro. / �� ' X ` NS ���HRf� r _ - B , _� v — FIRST FLOOR PLAN 1 NeaamcnL 11 1 EXT \�/•�./ 1 I6'.p. gb' a n= / DS r Q ne r n1 ♦ ATI - — _ 1 HN RATED COW.�. 4•y EXT.WALL 1 U zDYro g•.tl. `` a - ® � COtF. i GONF. c SLAY" M. COIB. TRUCUT SSW 08080.05 MAY 18, 180E �._ __ — MI � � 1� REV, �_ 11 uA 521 SA-1008\08060\CARD\CD\A2-0 os O.A 2 ze _ - T ALL WALLS WITHIN 23's Ls. xR 1Y.0 Ve' BTApRI 11 9� Mf A ♦0'n'OF FIRM LINE ��♦0 CONSTRUCTION TO BE 1-HR FIRE 1 11 \ 1 SET FIRST FLOOR PLAN - RAreDconsreucnor� rg, 1 CV 1�" --�' ®r.....,..e,.. iv C� I ne.-p. i� T'T'l 1sd' nr'a 1s-0' Wd• nr'-o' Ie'o- 1•-n vz' s••o 1n• rcc' rt-w v2• 18'-0' 1s-n 1n' rT'T _ �-'- - - M I T H N `. C CANOPY 1 '1�1 - �'�- LADDER a , 000uvu LAGSE TO ROOF OO c,vva r°•I - 12-5 V2• 2A-T jl' fi�;}I - HATCH ABOVE „ru�oa,••�o. C I `LOW HEIGHT A Os WI OPEN ae 1J Ifl ki=`{'ll ® $PACE STOREFRONT OPEN TO STEEL LADDER WINDOW'TYP. BELOW � ON TO 2N0 PLR. C GEE ELEV_\ 6TR6.• h-i NOlZZ2Z i VIP.DUCT CANOPY . ® TYP "SE�.MeCH A GEE I7/A3.2 a - I NLG r- HOT WATER HEATER 42'H Z 42' H G WE MECH. STEEL WP1I1 TO UNDEP4ID[ W/CLOStR I RAILRAE GATE 13 SHE BELOW / BELOW I --" EDGE OF OPEN TO BELOW C _I ,� Aaa G I N BELOW _ BEDEW BELOW, Uc� Q G!t PLAN 8' YE RAMC IN JG HLADDER=�yE \ x eTHANexR Aa> LADDER MXNAUST LADDER u - !%MAU4T I IE PIPE 5'-0' CA4[D WINDOW LILY Or o - OPEN ii/ NEvz. 9A B Lax I 6 STORAGE MEZZ. PLAN 411, f _ .. n $, I SE WC NICAL �./�� ' N VICMEDN —MECHV J Z - - - - - O i vts b cATw ROOM CD 77rII — COW.1 I - zae x» 7 :off ITJ I u IIi P I 1 I ® _ - — — — — - - CD ~ 5 � . Wc Lu Z NI - - __ - - �N P I'O N ° Qj Ma 6 -} l EQUIPMENT. Z w Q b u DYL OFF.IIAMD 5'-A' tt'd' Td ln' Y-0' 6-1 4/4' 90 � � _ _ ---{{{--- ✓ _ � T T�• ^ -1 1n r-1 1n' ice` fd Y2'Q 4 A L u �•� Lu Q� W m 4 b xs I e C) t� LEGEND WA"Yo AEDLLL RT WALL M.AT OPFlR WALL TYPE 21 I 4 4 1/4 I _)ARe eR To OR PE EL[CTRONIL I REPBA TO S EET ADO » AAa _ -— OWN SHEET A0.0 CARD READER FOR WALL TYPES BLrl . R w B II. d� r 27 G AD TYP.IAT OL • ��• 70.2 J/0• t TRUE NORTH DORMER fp• 5 .�-- _ - - _. --_._ - _.. W.O. 1 1 E e.p Wt m MI I y B'p• �p ,s b ...— 1 BL T. D J 1/B' '21 0 AT I 5'4 In' D'-5 NA' , -2 tH' 1 SCALE I n'Y MI r, L8 uP o / t n 1 ss.w 1W-° a-o• D I _ b 5/18/00 CON STRU. SET Ds Do _ aTAO! D.D 1/6 \.r.r IL 2'DIA 5 - DN O / • `\\ b • n Mt 95 ♦I _ HANDRAIL CP 36' ON 46'XIGH I Da x» x � APA PE D4 e L n = DUIET 8W 1 ROOM a sID!OF / ^�" 1 L•.; 1 a \ �- ' {' - see30cc� \ BG _ W b I - I �ONP J R.F..:. H •/ Ds z. / / / ON R3 � ^• V / D�AS/DWG DIDz; ORlte / lu - 1ZA ti YAB/DWG ! A PH DOOR aQ A °J `` DUA AIL 1 AU °Fm'B ppL${Ij�D / • �- 1 - /b I I / n^ M 1 ' pAAS D. ENF WL 'I// 3a1 D » I • sm,c or NAslm�rox ELEL. mil' �� N• OPFlQ I / 12O1/ �- xw - 0 b �-'�� 2w I P ELEC. / s / r---1 ��CCNN���1gg I - c p b'O• 04 xaa a> ® xm sw / Y�ilSTlMilt� HALL �'- ' f SECOND FLOOR PLAN sYm MICXANICAL J t �. ID'.p. 0.0. F ABV / nP ... -)4, UNIT BELOW J N .A -- t.4B�- 98060.05 £ By � �_, / -"�- — -� A•' __ - MAY 18. fY08 MI aP gy1 S:\_1088\M8060\CA D\CD\A2-1 1 re.p trro' l Tr � 05 11A, 1 0'� Dve. y Asa �Azx» -n a sea vs s1B Mr e 1 CONSTRUCTION 1Y-p 4R' 24 �xz L 1.R SET �P + STAIR' 1 26 SECOND FLOOR PLAN LIB i0' II wwmx.vn... Y I I tie•-o�. � _ Ct WAY 1W-0- 1W-0 it 15'-11 In' 9' WAY I I i n 1 1 �4'a 1n'I r•�vzi -- - f— M I T H U N -� !1 CANOPY el?LOw .p h ...Te...,af.• 52'-r � �--� ♦.0 IT iOP. • 1...1.•a.0.1 12-5 in' 24'-2' ]'D' _ SUTTER ",—V F TYP.9BE �FAN, S.s WIDEN CUR ON I� I APPRo% NOR SIDETH 5[DB TO 0/4,1R APPRDS I I ma CMUSW L T °o v``^^_ ROOF J .Pa HATCH METHANE `� I MECH.UNIT. n OPENING IN CMU W TYP. -SEE o _ W L T1P See H o h, EXHAUST 4T f1 ° I > MECH. p e/AS.x IS T TAU n V J n �.Bee MLSI °5 -,��- IT� � I � r\WLATew RICM.FANOeTAIL O1TYPSEe Q a °° /R DETAILl Lu �z/ J __ _ �iLLO —1. _ _ —.— _ _ TT r o 1 411 I 10 Mt i IM&L 0 8� a V 1/2:n o 6 DO a Le SPOUT X \ tIFMSRM.RWF `CANOPY EELOW Ax I sW Wo II 4s I T �J Q 81N.OHAND , , I I I 4. OF i5 Ao TYP AT F AT TYPICAL SHED 40 Q OFFICE DORMER c/ / V Q I W z 4r 1 i 4j44 i A*A u t d V Aso 1 � I toL ° o ro a AT 74'z 0/a i T-RUE NORTH B _ - -_ -_ _ - __ - ') B rob. 60L a'.. ya. p210 TYP.AT I 1 I DORMER DISTANCE FINNA WALL TO FASCIA etD s / W'0 O zarn IF AT °&O 1 0.n • / Asa / / / 1 A T 5s-w ty'.If ASJ 1 DECK BELOW _ _ SCALE /B'•1'• .s n D5 'a / W'-0' ° 1 _ _ ^� -- Qi 5/18/9D CON STRU. SET �A�� I 412 dP 1 a5ve'a 1 Ast Sr m _ 0 De I I SCO CNA �\"°° 6IM. F 1.12 1 I SLOPE GHAI'GE I \ i ..a.�•a 612 �AS��WG 1 SCOPE CyAN CIA 1 'J ,p DAS/DWG GE A GE OPE FHB lD I R I M.oEXHAUST sn4 1 I � A41 - =19 E1751EFRED _ / 1 FAK i ARCHI yam` see _ AA60 1 1 JTHCWAS 412 ! — 5RP�1 1 1 0� 4n VENT. DETAIL OS / DETAIL[ 1 1 1 MECH.U11T aeLow l\ I _ �- ! 4 ROOF PLAN V J SEE MECHANICAL i - ` 16.0. / _�` / t _ _ _ ' \^A:L'` 7t� SDL 1 _ �—- LINE OF WALL Gi roO• 94 /ry `\\ ' �_ BELOW / 'Y�^t �.J DISTANCE FROM ASCIA BEM EXTENSION. u2b ff,>M'a / M.1 \�..` y7 / �\ 111}}�1\ Y SEE STRUCTURAL o8080.05 '.. ] 1 e..0. GUTTER,TYPICAL MAY 18. 1969 TRUSS RUCTURloN SOsEe sTRuc]uul E:\08060\DDW2-2 ]. Ds 2'�a tli AA1 1 zr sjO CONSTRUCTION ROO 1.F PLAN ] ro A2.2 SET b/B'STEEL CLOSURE) PLATE BETW. (nj �1 t T t STRINGER b WALL / Cj"'�I'�t Q 7`t 'V�1 vi Y 1 1M+n 4M ( TIP, � _ t I s l -36'HIGH cuRveD s�zq; 4 HANDRAIL-ATTACH CG M I T HUN C To WALL PER .* .x..,.I... _ zl/ARa ACCESS LADDER A --- ----- 4UARDRAIL 6 FLR K\7�� N}\^.a.h--�•1 �c�- S�'�P'�TP� Ixerlx n.A rax.• r ROOF HATCH ABOVE ----r---- PLATE . ........... y_ PERPENDICULAR TO LINE OF STL • I f 1-� rye OMU WALL xexxu sv aea�ae STRUCTURE ABOVE F k �� V.20�L �u `.� •G BBF ` \ 96'HIGH F HANDRAIL W1 RETURN TO WALL GLAZING \._� C NOTE.ALL STAIR WIDTH O NOTE:ALL STAIR WIDTH A4.4 42'HIGH GUARDRAIL PANELS p 'e. �� DIMENSIONS ARE FROM OUTSIDE DIMENSIONS ARE FROM OUTSIDE Z TyI ALONG PERIMETER TO '� , /' y OF OPENING TO PACE OF STRINGER TO OUTSIDE 1 FACE OF STRINGER TO OUttIDE 1 6 FACE OF STRINGER U.NG FACE OF STRINGER MIND�'o'- I Y DX=y B LOONY SYSBELTEM M�PER14G 42-HIGH GUARDRAIL UP CGVL�i '` ii: / zu STAIR r: xfi 4 SPHERE RAILING TODFOLEOW LINE OF OPENING OFOOPENIINGNG MTOCURVE FT ER 20 CATWALK HALL NOAOM _ - - n>4 /A5'3 PLATE of FLR m ABOVE / / ] BELOW STAIR �o / _I roe of R PLgTe GUARDRAIL W/B6' No Bb'HIGH HANDRAIL HIGH HANDRAIL _ / WI RETURN TO / CONTINUOUS s - ON FLOOR OR WALL - i r `^ _ vJ CONE. LANDINGS 10 42'HIGH GUARDRAIL "- GUARDRAIL PARALLEU ® r-- --- UP c D ALONG PERIMETER u f fs TO BUILDING GRID LONE. - A, OF OPENING TO 35'HIGHAm GB {.� HANDRAIL ST / 2w _ to BELOW / O m. 2B CONTINUOUS! 2 / WQ As 42'HIGH o !! LANDINGS y . �'/ a STAIR GUARDRAIL W/B6° HIGH HANDRAIL �10R 4 AY., No 11 CONTINUOUS Y �� W CD 6 r B' A `� - DN ] DN LANDINGS W Z i� M 9 ' 38'HIGH CURVED P Soo , 0Q Z Z I HANDRAIL-RETURN U !' TO WALL!TOP b B E /56'HIGH CONT.CURV O\ / A / '1' LL�.._1- HANDRAIL ATTACHED: LONE. LONE TO STEEL COLUMNS f xYo afo '^ RETURN i0 COLUMNS J VJ \TOP b BOTiOM „-.F'Qj / / J Q L¢LI = NOTE:SEE ELECTRICAL DWGS u> ^ FOR EQUIPMENT OM uj WITHININ DATA TA ROOM - DATA TOWER SECOND FLR. PLAN STAIR 2 - FIRST FLR. PLAN STAIR 2 - SECOND FLR. PLAN 7 1/4' - 1'-0' 1/4'• 1'0' 1/4' . 1'-0' Z ac G Q 42 HIGH STL GUARDRAIL ALONG PERIMETER OF OPENING /^J TO BELOW(RAILING SYS.PER C/ / V Q W SPHERE CODE RED.I SEE $C GUARDRAIL ELEVATIONS 4T HIOH STL GUARDRAIL W/ 42'NIGH GUARDRAIL ALONG 56 >6'NIGH CONTINUOUS WOOD i PERIMETER OF OPENING TO _ 42'HIGH GUARDRAIL R PER 4' BELOW.)NOT SHOWN FOR HANDRAILRRAILIN6GYG. _ ALONG PERIMETER SPHERE RBO 42'HIGH STL GUARDRAIL CLARITY.see Ip _ STL STRUCTURE OF OPENING TO ALONG PERIMETER OF OPENING A>f BEYOND.SEE BELOW.I6YSTEM PER TO BELOW IRAILING SYS.PER I'-0' STRUC. 4'SPHERE CODE C SPHERE CODE REGI SEE .REV 41'NIGH STL GUARDRAIL W/ FLOOR o $9 $8 -- 20/AB.i b 2VA31 - 0 0 - B6'HIGH CONTINUOUS WOOD _ GUARDRAIL NOT FLOOR SLAB 8 C. Aso N HANDRAIL IRAILING sT3.PER 4' WRUE NORTH CORNER G•THIS �` BEAM PER STRUC -- ``)SECOND FLR SPHERE CODE REOJ \ CORNER R!V x n t -- r r i - L i'[ S 0' _--' - iSECOND FLfts ELSECOND11-F FLR o I I SECOND FLR n SECOND FLR.i K4 I r EL fl'-6' � EL tl'-6' IEL 11 6 r HOIST BEAM. 0 1 �ro o EE STRUCTURAL r> - 41'HIGH STL '—' 2 0 - ,°°ir LANDING 3 SCALE i/4'-0'-0' QLANDING 6 W I .we GUARDRAIL W1 36' IEL B'4 I/2' Aso ] HIGH CONTINUOUS I A. WOOD HANDRAIL v AR4 MAILING SYS.PER 4' ELNBd]2 - �aE N6W6 a m4 FILLED MTL N SPHERE CODE REGI m� f PAR LSTAIRS r LANDING f --_____T M, " no.4 LANDING I EL a'-01/4' ALL Nq N'0 R1q:Li SH.alt.. �n EL 4'-01/c w I `, a CONCRETE °'° •:� r FILLED MTL t 5/18/99 CONISTRU. SET w (Z'tr.q ftq.28D {f{-T\Y41E YA.L 171 PAN STAIRS - . TO CEILING ti FIRST FUR. Ao, SLGT. bC . 3+ + b Q I - FIRST FLR. FIRST FLR. n a I I r - EL VARIES EL 0 0 CONCRETE E -0' PAN STAIRS 5 _ - 20 STAIR 2 - SECTION 21 STAIR 2 -SECTION 22 STAIR 2 SECTION YWE_HALL s 1/4' i'-0' 1/4' 1'-0' 1/4' = T-O' ( Aes - VESTIBULE i BG v> / ELEVATOR -- - —SECOND FLOOR•s _�./Y�'� V�"���- w' -�i-'�`��V-�f�.� exxw CAB RIE DAS/OW6 VERIFY RAIL BRACING VERIFY RAIL BRACING \ KT CONNECTION o CONNECTION W/ .i E ELEVATOR MFRR. Aa5 ELEVATOR MFR. ARo nos L HT SWITCH NE _ 1 SW. P ACCESS DOOR % - - __ ..PIT LADDER 51 W O ' 2 _— is 1 MINE --- -- LNTflY VERIFY LOCATION I LLR. FB 202G ARCSTEREO _ ' EL V EOOBBBBY/ _ T LINE OF ELEVATOR wl PIT LADDER j0 CAB ABOVE B 0 wI EQ4 4 O LB w> IA t CLR. AYS w FIRST FLOOR -, o Q No /\ xy0 f 1 hI0MA5 G.pIRICIi FI O'O' _ _ SUMP PIT BELOW STALE OP MA9WGttn I'- SUMP PIT W1 REMOVABLE I I MR FIRE-RATED MnGRATE COVER I i. 1 VESTIBULE WALL WHERE \� - HQ VESTIBULE / INDICATED "t i a STRUCTURAL PILES R � PIT LIGHT -- ---- - BELOW TYP SEE FIXTURE - STRUCTURAL. '\ PROVIDE WATER COMM. PROOFING C- LR r• , NOTE: ELEVATOR PIT COMM 1 NOTE: ELEVATOR SHAFT 2a NOtE. ELEVATOR SHAPT GROUNDED >f L> DIMENSIONS ARE FROM b MACHINE ROWDIMENSIONS ARE'CLEAR' AW RECEPTACLE II FACE OF CONC.TO PALE tax DIMENSIONS AM'CLEAR' j n FROM FACE OF GWB TO ENLARGED STAIR Rc '-' OF CONC UNO. FROM FACE OF GAS TO PALE OF GWB UNG / SUMP PIT PIT LADDERS-� -_ in- FACE OF GWB U.NO_ ' ELEVATOR PLANS/ SECTIO ELEVATOR 1 - SECTION 25 1/4' 1'0' 2 ELEVATOR PIT PLAN ^ 27 -FIRST FLR ELEVATOR 6 PLAN 28 SECOND FLR ELEVATOR PLAN 0B005 6 s ' 1/4 = 1-0 1/4 . 1-0 1/4' - V-0' MAY 18. 1990 E\98060\CD\A3-0 A3•O CONSTRUCTION$ET 1 HALL OFFICE- } N 1 2-o _ III► v4R SA Occ M'ITHUN WOOD TOP SEE. I° N° =- - CONFERENCE e" - .�.or. ...er Ay4 0.l1 — ' 27p 6 Y 1 i 5 3 J 0 I O__ I I A.Ce^.e CRi`[e I3.313=a o..3 _ / 61mN8 42' A ALONG 42 HIGH GUARDRAIL ( J \L AREA I. K PERIMETER Of OP OPENING PENING TO 1 1 I r^innlrrt • ' ALONG PERIMETER S'O' -2. I ( BELOW OF OPENING TO BELOW ur a°.4 0 1 UP ON ON 1 1 23 HANDRAIL EXTENSION AT 1 BOTTOM.FOR NEWELL POST 1 231 �CONSTR.SEE e 1 11 1 1 3-pp 5'-0' n AVN 1 1 '1� U 13 I L �4 REVi 1 , -. BEL TO a2 HIGH GUARDRAIL W/38' 1 1 CONCRETE SLAB PER 1 ' • >f �I�{l3a C2.N iL S f4 Q._ �EC``i. 12E EJ AJ ^ BEL W s. HIGH HANDRAIL CONTINUOUS I 42'HIGH GUARDRAIL btiS TYP. � i 1 LpNDING6 \ STRUCTURAL 1 NIGH p A}I r rr �'` 1 1 HADRAILCONTINUOUS 1 y• 1 h iJC"Th 4 LIN OF 42'HIGH GUARDRAIL I 1 HANDRAIL b / w L BELOW ,✓��._.tiJ '� 1 P 6TMR ✓A LL SYw 1¢S LI V"v e- molee 25 l _,pN- Oe"HIGH HANDRAIL 11 `^ g.6 }QCONTINUOUS 0 STL COLUMN 1 11 © S-1 42"HIGH GUARDRAIL y V I.ANDINGS 11 W/36'HIGH ON Sec, I C'o,3 J. 3. q.0 1 CONTINUOUS n ON < 11 1 HANDRAIL 4'-0 Av4 6TAIR m W Di 1 1 A�STMR,--THIDTH 1 J TOMM. B-T T., A 2 ! .�, IDE ACE OF ��� SIM. A� U.NO CLB S STAIR 3 - PLAN STAIR 3 - PLAN 9 STAIR 3 - PLAN z Lu CD B0.TRUSSES n EL 23EL 55 W TZ 42'HIGH GUARDRAIL ALONG 4S HIGH GUARDRAIL BEYOND 42'HIGH GUARDRAIL BEYOND / 1 Z i PERIMETER LI OPENING TO ALONG PERIMETER OF OPENING ALONG PERIMETER OF OPENING `/ 42'ANIGH LONG GUARDRAIL BELOW.MAILING SYS.PER 4' TO BELOW SEE i4 TO BELOW SEE GU HIGH GALA.STL �, ALONG PERIMETER SPHERE CODE REQ.1 15 GUARDRAIL MAILING OF OPENING IN �' w., SYSTEM PER 4' Q BELOW.MAILING PER 1 1 1 1 SPHERE CODE REQI - LU 4'SPHERE CODE EO Tt Ep 3W HIGH STL GUARDRAIL W/ S7 r - -- REO.i ----_. --- ---__. ----_- HANDRAIL CONTINUOUS WOOD T J --� -- - ------ ---- 36'HIGH GALV STL HANDRAIL DE REQ SYS,PER 4' HANDRAIL �^ FLOORING ASTL 5 SPHERE CODE RE01 CONTINUOUS AT - I, HALL //� BEAM PER STRUC. 604 t/LM_v/ Aua LANDING iw I� CO ----- SECOND FLR T SECOND FLR SECOND FLR. R' W R..V W 1 EL 13'.0 ( -_ _- --- -._-- --- ---- +W _- - SECOND FLR.1AN01NG GUARDRAIL NOT ------1 -- EL 13'A' 0 EL ONG EL 1J'-0' SECOND FLR n T THISILORNER I I I --- ---- ---- - ---- --- _ I t --- _ - - EL.fl'.p• 1 -.-__- E0. E0. 5 I I m w w 42'HIGH STL rc n 6 GUARDRAIL W/36' ' A°.4 �_/ 42'HIGH STL GUARDRAIL W/ .-.. _ i� 4 Ave HIGH CONTINUWS LAND(NO J HANDRAIL(RAIL NG HIGH CONTINUOUS YS OP R LANDING! 0� o REV. WOOD HANDRAIL EL 8 6!l4 Q / 1 "a l STEEL BRACKET U \ MAILING SYS.PER 4' ______ 4'SPHERE LODE RE01 t EL 8 5 3/4 ,� STL BEAM PER - SUPPORTING STAIR \ \ L SPHERE CODE REQI ,p �\ - STRUCTURALLANDINOR - -�--- i SANDING. EL DIN 5/e' LANDING 2 �— - Aas LANDIN6 SEE 6TRUCTURAL / � CONCRETE FILLED MTL \\ ^ru EL 8 2 5/6' -- y, CONCRETE EL 8-0 I/2' V Q - LANDING I _-- PAN STARS ---- --- Qj FILLED MTL u EL 3'-I1 TIT \V a LANDING 1 1 PAN STAIRS VENDING ONCRFTE 5q�q I m _ MACHINE \\ EL 3 N 1/T MACHINE ILLED MTL LOBET L _ _ STORA 1 b eLLG 777777AN GTA,R5 II -- NLC. _ Q OOPlIIce J) 6TOPdAOE 606RAOE L 1 DF' 4 = FIRST RR.� 146 ( S ' I� - FIRST FLR. FIRST FLR 1 STL STAIRS '.►` 0 EL POST 6 LANDING EQ. EQ EL 0'-O' EL 0'-O- �I - FRAMING PER STAIR '� E - -- -- FIRST FLR E0. EQ. E0. 1'-11' - ,BmnFRx nFsrGupa .i LONL.PAD TRUE NORTH 13 STAIR 3 - SECTION nSTAIR 3 - SECTION STAIR 3 - SECTION STAIR 5 - SECTION to �� am SCALE 1/4'4•0' l MAINTAIN MIT OAP STL COLUMN PER CORNER 1 1/2 RIL BETWEEN AILW64, 1 STRUCTURAL LINE TYP1112 EQ. EQ 6' a E0. E E0. EQ. 11/Y TIP. EQ. ED. E EQ. 6' E0. ¢ € EQ 5'-0 n. raw Qt Sao ( 36'HIGH WOOD n.P VERIFY PRIOR HANDRAIL o FpBRlcano aQ 5118/90 CONSTRU SET SECOND FLRn EL 13'-0� o _ SECOND FOOT SECOND PLR SECOND FLR iS - - EL It'6� ----- -- - _ SECOND FLRn _ __ SECOND FLRn e 3 B EL D'—� Q�EL 1 SECOND�R ° 'STAIR GUARDRAIL Ir EL 1J'-0� -T EL 1—9'-0' A°4 )Qj IN FRONT.SEE I - / --per STAIR GUARDRAIL 1 A= A°4 1 1 "4 IN FRONT.SEE a ao S Q I 4 MA%GAP R CORNER 22/A3O BETWEEN VERTICAL SUPPORTS LINE OF WARDKAIL -�� l / WOOD TOP,SEE GUARDRAIL ELEVATION-STAIR 2 ^� GUARDRAIL ELEVATION GUARDRAIL ELEVATION-STAIR 2 IN FRONT �ZGUARDRAIL ELEVATION-STAIR 3 �1 BG U "'"`p `� STAIR 2 "°' 10' " GUARDRAIL ELEVATION-STAIR 3 a v4-.T-0- RF hIW NO Kr1iL-S I�EQL:c�tZ�y' GrJN B F1 S DES OAS/DWG KT awa L14,, o T2 vv\o R c %j Co, 0--" p see kc(„ Vy4G ' y � - D I &? OPENING BEYOND ALL EAST FACING GUARDRAIL GUARDRAILALL SOUTH FACING GUARDRAIL `I R.ctit. s- SECTIONS TO BE CURVED PER SECTIONS TO BE CURVED PER T)A30 ]/A>.0 DOOR BEYOND 2029 EG18TEftW EO. - ¢ EO - - WALL LINES ARCHI 4'0 E R0' 2" .E 4'-0' E EQ. TE c METAL HANDRAIL � 3' E 3 THOMAS D. EMRICH z-6' E 2'.8' 3 3'-6' Q 4'-0" £z 0 -0.�' f ¢ s-a !' T-o 6,A,E a wAGNMTGN LANDING SECOND FLR - a - - - - -- IR SECOND FLR n -' eECOND FLR EL 5'-4' 0EL f1'-6' - - EL - EL u.-5' _ EL tf-6A no F eTT NeD ELEVATION A6A WOOD TOP.SEE: Aa4 f8 xs fs 5 AIM FL ELEVATION AB' SEE J/ABO FOR RADRIS EAST SIM ENLARGED STAIR SOUTH SINTA6P EAST SEE]/A3.0 FOR RADIUS NORTH SRA 6IM. SOUTH ^� GUARDRAIL ELEVATION - DATA TOWER INTERIOR BALCONY ACCESSIBLE RAMP PLANS & SECTIONS. 14 ''a 1/4'.1'-0' 30 yr.r-o GUARDRAIL ELEVATIONS 980,60.05 MAY 18. 1090 E\98060\13MA54MG AllCONSTRUCTION . 1 SET ` —'-�-•� i���-.�� .'a-e IJ'.2' �� �V c O iIPGE M.:T H U N t w / 414Oy ...o: / 11 Q Et Aaxj E Q f E G Q / J 19'-2' Ri 1' �'� 1B' I uyxlul aaaaiva �y 0 ED. 8-0 BOTTOM OF ROOF BOTTOM OF ROOP - ----_ 1 ' TYP MTL GUARDRAIL - /�- { �" / 1 113 6YSYTBM— -� E � I _ j m Im t 1 V FF A _ l 6ELO ..MLA v -__- 4 EL.SEC60N0 FLR ONO FLR NI -1 C�o �GATE W/CLOSERLJLJ c MaC-0 114' �hEY LOBBY wx ® � � � � t'�' �// ] z F E FIRST FLR I FIRST RR i I • / = Lu CD CATWALK N0.1 ELEVATION CATWALK NO.2 ELEVATION ENTRY CANOPY REFLECTED CEILING PLAN I 1/4' . T-0. 11 1/4- . 1--0. U O cj:) = w -c3c o = 1 � ¢ � -- 1 - I w cn V, �I 4R'HIGH GUARDRZWELM) I - H PERIMETER OF DNG K CL s> SYS.PER 4'SPHRED1 yy / wOz MOMS 5 STL CHNG PERIMETER OP = O I T-0O' 2'-10' TO TUBE 6T ^ f OF plp�� � o �` RaIl 1 _ I III 1'�L �� Q IL .LI 1 4 _ - SLOPE � F n GALV.6TL PLATE EXTEND TO OU61DE EDGE OF 6TL CHANNEL qat I IILi U� F- � 4 OF PIP SCALE 1 1/2-4-0'' 15 D 2 - PLAN 17 COURTYARD CANOPY REFLECTED CEILING PLAN SCALE 1/4=1'.0 2'DIA,WOOD TOP RAIL ABV. a0 R>R DECK STEEL DIMENSIONS QI 5/18/98 CON STRU. S SEE STRUCTURAL ET In'SO.BAR 5 SUPPORT .,_ BRACKET FOR TOP RAIL ` - - xo 1/2'S0.RAILS WELDED TOP 5 BOT.TO TRUSS CHORD EO_ ¢ EO =SC \ _ ^ - 4T HIGH STl GUARDRAIL f 0 10' rnl � / ALONG PERIMETER OF j TRUSS CHORD. \ _ `, DECK TRAILING SYS PER 1 6G GEE STRUCTURAL - �\ �L� 4'SPHERE CODE REQI — _ RF.— / '� \ 65 )Q1 narmum LINE OF ROOF ABOVE MOB%8.6 STL CHANNEL ttP- DAS/DWG CORNER CORNER CORNER J' eALv.sreeL DECK EAST NorsrH WEST sourH EAST CHH / KT DECK FB 19 CATWALK N0. 1 SECTION 20 RAILING PLAN DETAIL J� 1 o IfJu „ 23 GUARDRAIL ELEV. - DECK 2 24 GUARDRAIL ELEV. - DECK 3 2029 1/2 = I'-0' Q"AQa�: 1/4' = T-0' 1/4' = 1'-0 E��IERED \,` OFFICE ALINE OF WALL BFLOW 1 1 EC. E0. ED. 1_ E0. 1 --- - --- J - CATWALK ELEVATIONS CANOPY RCP, DECK PLANS & ELEVATIONS 28060.05 CORNER CORNER CORNER CORNER CORNER MAY 18..1888 NORTH WEST E-\B8060\CD\A5-2 )WG DECK 3 PLAN GUARDRAIL ELEV.- DECK 3 0 GUARDRAIL ELEV. - DECK 3 r 1/4• T p' v 1/4' = 1-0 1/4'1/4' = 1'-0' A3,2CONSTRUCTION SET CLR WAINSCOT -0'AM ttP. cLN r B MsI T HaUN ra ` L �1N�I-£ S Do��3 � 1CR- •3�y"r�D£ :..l::.i 1 `AL` STwL ! ro o o 4L.L.IESS• 'U � s IAu t4u�cSS�f3u V1Dfo nR R 5 « rT S C SEc qi WC� L O G� Vy;oc �` 150 , / A 45 �f`� y VS�� ill WAINSCOT TO a'-0-AM TYP. J r W 3 tto IyLC 4y• G r a WAINSCOT TO 4'-0'AM TYP. WAINSCOT TO 4'-0'AFF ttP. f� � w NOTE:REPLACE CPT-1 WITH G4 WAINSCOT t0 C B WC 22D.230.2>i.8 RJ2 35AFp L m c roe m ro] O \ _ ro LU PRE FABRICATIP) AOBESSIBIE SHOW - - sv, OMIT TOU TABLH SHEI FACE. O 4 Wva ourASHROOM TYP. 6 a CIA -- J.C. �'�- 1 LE i NOTE: WC 152, 153,. 229. 230. 232 SIM. n2'•r-o' 2 A3.3 � Ta3 CLEAR -- _- 112 a `( STAGGER FIXTURES TO WC m .w.a LOPE TO S-O - - ----r- - - -- r DRAIN�� FD MISS OR --- v USE WATER RESISTFNT GWB s 208 _ SLOPE TO 0 �,e W ON ALL WALL4 AND CEILING C-1 CPT-1 DRAIN ,� A OF SHOWER ROOM. 16'O.G MAX - - ' SLOP TO < FSLOP TO �E--DI 12'DEEP JOIST SPACING OF CEIL'G FRAIN G - rs r b z N m ORAL _ ADJUSTABLE _ d DRAT ( O ' u it SHELVES ABV. .- - O ¢ _ W Z FD -�-'T� n SINK r 1 el FD _ - is TOfi B - ¢ Z S no To 8 F /. �� 1 L J l 21 19 ,� / �r 1WAINSCOT TD WCA �. o ¢ A .3 A3.3 roe �'-o AFF TYP.. SHOWER ro fee. W r SHOW � 'f O MEN' HALL V�OMEN o z3v 3 — C CPT., � )ADA) no m a B' J 3: Q 0 T i 4 1 SLOPE TO 28 lR J 5 3 PE ro 109 � DRAIN � ��3' ,%o' � p �� Z V� D / ^ W M WC co m WAINSCOT TO a-0'AFF P_ 209 1 2 •� E WATER RESISTFNT GWtt 1 2 ON ALL WALL AND CEILItI� i � � � �� -- �� )) Z OF SHOWER WU1OM 16'OCJMAX T JOIST SPACING OF CEIVO M1'RAWG WAINSCOT TO 4}0'AM TYP. j G REMOTE O O _ iro Tp tI �• Q FOIyITAfNLE DRINKING GRILLE TO FACE- j , _ C!� c:)o ¢ V BATHROOM / DRETE CONCRETE TOPPING .' •SHOWER LOCATION. FURR '. .�� WALLS AS REWIRED FOR FIRST FLOOR BATHROQ1 IN-- M SHOWER DNIT MONS 70 WC/SHOWER 231 _ WASHROOM 208/209 i - _ 7 v¢ ,r-o ,.. rw�, „�.� nx _,o avT P-n A �� ewe �����-�V% A.�--•v METAL STRUCTURAL PER w10 -��V�� �.. 09L EVE V r -ram..., /v TIP _��V / { O O O O TYP. O O Z%Y O O O O H'-0'AM O O \r OO Tee ,OMD wo exn P-n Owe P-n STAINLESS OWe P-0 awn p.n WAINSCOT ewe PA son pa] !'RUE NORTH - s-B x36 STEEL MIRROR ' MIRROR Toe WAINSCOT T63 UNIT na TYP. \ TOT NP AM 4'BACKSPLASH BALK- _ SP ASH O SCALE 1/4'•1'-0' �m 1 -wsl Q wsi p PIPE PEE TRAP n Ce ISO.•i31.� 3 MAY", ALA V 0 1�-1 n Ro-x PROTECTION/ R0.3 RB3 Re-3 PROTECTION/ R61 RBs Rbi wSl w'1 11 INSULATION INSULATION i / tJstZ SCALE 1/2'•i'-0' WEST NORTH EAST SOUTH WEST NORTH EAST SOUTH - 1A(ZIF �Gti� T tiri 1�eu 2s V_ivi 5-1-4o S ._ WOMEN 113 ,d WOMEN 113 WOMEN 113 !1WOMEN 113 „ MEN 110 s MEN 110 AMEN 110 AMEN 110 \ ;yte�. it.ip„� 5/18/98 Cl SET va ,r-a' va�.r-o� � va' .r-o' va'.r-C � �� Owe w] ACCESSIBLE ewe wT ewe p.n METAL $TL COLUMN PER SHOWER ADJ PLAIN ACCESSIBLE TRM � SHOWER TYP / S4RUCTURAL Pm SHELVES O Fn O Pn STAINLESS O vo WAINSCOT //\ O Own Pn _ O Pn STAINLESS OVB B. O Pn M O'FFF 2%D'STAINLESS ADJUSTABLE \. STEEL roe ---- pas \ MIRRORHAND-HELD ne TIP Siiiiiiiiiiii MIRRORINIT m ne MIRROR STEEL HAND-HELD ` SHOWER UNIT Tel Tp UNIT SHOWER BIG __. ' _•- o DELETE 1-11V I RF•wm - / wsx ws1 wsx GYPWE DA PINGE v.m W91 9 R S/D WG TO w SHO �� -- PI TRAP �. - TRUE ELEVATION 1 over PIPE TRAP M-R Rea WSI R. PD-1 PR TECTIGN/ R0.1 M3 RR1 Re-1 PROTECTION/ t•w INSULATION INSULATION ELEVATION ( oPiaB WEST NORTH EAST EAST NORTH EAST SOUTH WEST / SHOWER 109 SHOWER 109 SHOWER 109 WC 150 WC i50 WC 151 WC/SHOWER 231 WC/SHOWER 231 /1WC/SHOWER 231 WC/SHOWER 231— '`\ 2 I/a'.,o' 22 ,la'.,.-G. 23 ,/a T.o. 24 114'.,'"0' 8 ,/a'.r-0. 25B ,/a r D V ,/a'.T.O. 27 I/a' .,.-G. r-G 1/aid LD L ,la' TJl 202 D WC 15ARC 2.20g.230.232 61M. WC 152.209.230,232 SIM. \- \ _ \\ /\ WE 151.183.20B.220 DPP. HAND WE 151.153. 20B.22D DPP. NANO fy TJ n3 '...:A iv ci7- FCwlJ1T WA 1 � Ji'�„1Ll 'J--N M / M OESCRIP _ j�\•...__/ \\ _ " /�.. / --_'' :" TOt Ga led L0 CS"p D pe THO4A5 D. EMRICH T02 o 'r� `-'�S atJE uaaa soap Dispenser ( ou l d m gM1 unter) FINISH LEGEND sre�DF wAvaRcmN i 'p p ��p�L T04 Surfaccessed oun Mounted N I Ta Oe V nd ' � I W WT L.•�1,�Vus�i W raa surface Mounted Paper Towe, Dspeaser(smon) INTERIOR/EXTERIOR Ei r-I,F T05 surface Married Pope, Towel Dispenser ELEVATION FINISHES. OPENING 'W��uN r£JL YET' Sri Asflp Rb � TDB Recessed Paper Towel Dispenser and Waste INCLUDING BASE TYPES 3o nm Heaepl«le l O rm O roe roe h 1 1,JiF1G SIB A/(� To/ accessed Toilet Seat Cover Dspensec Sal OYear -- !J Napkin Disposal. Toilet Pop« Dispenser GWB GYPSUM WALL BOARD u 4 BACKSPLASH ne no O OO O 5�� 11� POBt Mounted flush g ' t T I P tb r let Seat P PAINT no O 3 SIDES TYP. O 1 V-19 Cover Dirw So T Y Napkin Disposal, Toulel fLAM�PCASTTL GMIRAjF p ,'1 _ 'o� - l Paper Ds ors, RB RESILIENT BASE '- WASHROOMS MIN. icy O o MIRROR _ o S STAIN J X - m T09 Centered Th gM1 W 11 f Toilet Partition BOTTOM OF BOTTOM OF a i • Toilet Seal Co er Dispenser, 5 t rV N pki ( SWIP WOOD WALL PANELS SHOWERS - ENLARGED ING TOILET TOILET 3p 5 E INSULATION - m ¢ o PARTITION PARTITION --E Disposal. Toilet Paper Aspen \ WS WAN9GOTELANELS- - IN.FLOOR FIN.FLOOR IN.FLOOR T10 Pieces sed Toilet Seal Cover Dispenser and Toilet p PLANS & ELEVATIONS FLOOR 0 33 v, /\-' ewro^ent perrittetl a P P Dispenser _ •'•: ,8' FIN.FLOOR T0]AND T10 AT ADA HT. n sHoaea Oren _ Tit Mounted flash .,last Toilet P rtt T set Seat MIN. MIN. 1 OF TOD AT A.DA.HT. PLAN 6 oo 6 nax m Lover Dispenser and Toilet Pope, D'spe er DSO.DS SIDE VIEW FRONT VIEW PLAN FRONT VIEW FRONT VIEW FRONT VIEW FRONT VIEW FRONT VIEW MONT VIEW _ T12 Centered Through Wall of fall P rrT - Toilet MAY 1& 1992 - AMBULATORY TOILET PAPER TOWCL DISPENSER SANITARY NAPKIN/ SIDE ELEVATION Seat Cover Dispenser and Tol t P per Dispenser x ACCESSIBLE TOILET ACCESSIBLE TOILET ACCESSIBLE TOILET CWNTERTOP LAVATORY ACCESSIBLE SHOWER L WASTE RECEPTACLE SEAT COVER AND PAPER DISPENSER(SAN. NAPKIN DISPENSER) TAMPON VENDOR T13 HE Towel Grab Bar GENERAL NOTES EA96060\CD\A3-3 ` ADAI (A Oki WDAI (ADAI (ADAI LAD AI ADAI (ADAI DRINKING FOUNTAIN T14 Minor with Stainless Steel Channel Frame m"^nnc•"• T15 Mop and Broom Holder 1,REFER TO 00/A3.3 FOR TOILET ROOM MOUNTING T16 Towel Hooxs 0 Shower STANDARDS FOR ACCESSIBILITY. 30 TOILET d SHOWER ROOM FIXTURE MOUNTING STANDARDS FOR ACCESSIBILITY Tn Eleatic rair i drre, o 46•A.EF. 2.TYPICAL WASHROOM FLOOR FINISH:POLISHED a VI MWNTING STANDARDS SHALL COMPLY W/1g9]DEC.WASHINGiON STATE AMENDMENTS NIAC CHAP.51-401 AND THE AMERICANS WITH 015ABILITIES ACT WDA. WAC TO GOVERN IN THE EVENT OF A DISCREPANCY i/4 •1'-0' T20 Semi,sRecessed Paper Towel Dispenser and! Waste SEALED CONCRETE. A 3 CONSTRUCTION Receptacle jL.A SET 1 T21 Surface Mounted Toilet Seat Cover Olspenser and 3.TYPICAL WE d SHOWER BASES.RESILIENT BASE K pl Toll" Paper Uspenser m�n0:+•uur.•oa W�&lo �AZ`pR- MICROWAVES T MOUNT - CABINETSSIDE O O P may.St C N � � MaITHUN _ I �e Y��GZC Z.TY� ' • aa •0'1....• pp uvu RAcrvu ' lain ua+na O r $n NOTE.rm I 1'Op1.C. m �mnu auua 'y APPLUNCES� ASR ( MLG _ �ti• SOFFIT FO L U ° MICROWAVE MOUNTED TO - LOIMGE wA UNDERSIDE OF CABINET STEEL COLUMN Q ' Q O AC HIGH III BEYOND - 14'DEEP ADJUSTABLE ACCESSIBLE WINDOWS BEYOND VEND. SHELVING.NOTCH COUNTER U OP AROUND COL.AS MOD -� - _ _ - _0' q. 1'THICK.HA c _ W HIGH ACCESSIBLE r-G' SHELVING. E$.MITER J i --- , _-- - FRONT EDGES.MITER Q Cl T 1 COUNTER - - - CORNERS OPEN BACK S'-T ADA ROLL-0UP SPACE METAL BRACES NOTE. '"� __ ____________ ®pA ( N11a UltGS / _ _ _ _ '^ SOLID CORE.MAPLE O �! i`UFJ I $ . n' rG _ - _ - _ LENTCR SUPFORTN'ASVENEER WOQ4D V J O r-�• r-o• a• x'a ur -I- w(3:s1'£'r DRINKN6 MDP LOWERS. L FOUNTAIM 4 Ux' DISHWASHER VEH x-0 Tfi' 1'-G' 1'-b' r-G' I'-G' DRAWERS ON CHILLER '`a�E'� u•�•�• PER PLAN , STEEL GLIDERS w Nr w qv�' A B 3 FIRST FLOOR LOUNGE PLAN D SECOND FLOOR KITCHENETTEa o �1KITCHENETTE/VESTIBULE 236 4 D 10 MAIL! SHIPPING 136 ur.r-o' �^ �� y vJ Z o- ♦Lv { PER PLAN v �y2 MICROWAVE MOUNTED O i0 UNDERSIDE OP SOFFIT .CO CABINETS TYP. PEN TNRU 34'HISH ACCESSIBLE `,. STRUCTURE BEYOND EXHAUST HOOD LIME OF REF, ro ro TO MMK-WT ro COUNTER // '1 3'-0' 3.0' 31.0' Y-0 I-T W SPACE BEYONDI CD 1W0 ADJUSTABLE -0. SHELVES IN EACH fb" tw r8 UPPER CABINET ` ' w Z - ww __ ___ ---- Fro Aos sd \ U O Q a us 2 i . O O.LG _HIC. _ i � O..0 b E TRAP ASH12 ER ��a I I MACH i-' f-0'G-� r-0' i W !1 W TRUE ELEVATION ADA ROLL-UP SPACE PRPIPOTECTION/ ADA ROLL-UP SPAC VARIES PER PLAN L.L '— INSULATION NORTH EAST SOUTH WEST A B Cl.3 1 LOUNGE 114 14 LOUNGE 114 15 LOUNGE 114 LOUNGE 114 COFFEE STN ELEVATION COPY ROOM 128 ^_ 1/4'•i-0' IX•I'-0' 114'-1 0' 16 1H'•1'-0' 1/4' 1'0' 10 ValLO' +Z\ CL_ ME co YG )A ' A0.4 lm A!3 C1 C2 C3 C4 CS C6 x G CRUE NORTH STRG c MEZZ A 255 C4 CS C C C (10> CO %ALE 1/4'•1'-0- KEY DIAGRAM - N.T.S. ti ss - A8G \{ 20 eN / Q1 5/I8/98 CON STRU. SET NI ARIL B1I BI MECl1. CABLE TRAY PASS FItCTR0. I I TIMRIGH. NI- MABNeTiC I ) ro xG Lgy DING LOCK i I AAS ® Bs DATA �' aG DIMENSIONS OPENING i DOOR Be 88 Bi�t 06t B- 3 ROOM B1 B2 AsPss B3 Nu+84 BS B_fi--i B7 i B8 - BB ®1 E% B11 IIIIi ®t iiIIII a A�.Boo-G 202 84 FDABv Sra"/"Dm2Wa 2G -REQUEST TO ir BUTTN `AS/Kr/D8 W G KEY DIAGRAM NTS AE l� T MECHANIC GRILLE SEE MACH CABLE TRAY PASS CLOGR RfOMA9 D. EMRaCH THROUGH.TYP.-E P VERIFY OPENING 9A G C I DIMENSIONSAE 26 LOC ODATA ro AAs \ KG D STL STAIR TREAD. OO 0 ROOM STAIRR/NARBBEYOND. i DOOR i N+ IM 6-0• SEE 20/A94 ® 121 Ai A2 A3_ 1 A7 1 AT A7 5 I r I REQUEST TO ENLARGED PLANS/ STL BEAMS TO SUPPORT STA: STRINGER./ I I E%Ir BUTTON PAINTeD SIR PER STRUCTURAL. ELEVATIONS IIVITS 121 M -� I T GM LOCATE PER STAIR FABRICATI / "' rn' '� � ��� V I ONE HOUR RATED NOTE, •�� ✓ .\�. \" �` I �.� - ���/ �� 0S m wau AsseNlBLv 08060.05 KEY DIAGRAM - N.T.S. ALL GLA9Np PANELS 8 ; _- ' 5 S70R. -SEE PLANS - Mo.SHOWN ON xS.4 I ` 1xx MAY 18. 1YY0 TO BE Ux'CLEAR SAFETY - ----- _ OLASS. ,,, E,\08060\CD\A3-4.DWG 0.a....a MN. N FROM PALE WI -�___ .._ . ,. .. ..�_� �� - �__�•�.�� \ ��•�._--'/\���?��-.�\ • .� � -___. _.. �� �..,- �\V/F--+ T.S.TS fALUMN TO FACE OF GWTI l OF ��INTERIOR ELEVATIONS- / GLAZING PANELS ® DATA ROOM 121. DATA ROOM 202. STRG. MEZZ. 255 SECTION ® STAIR #1/STOR. 122 A3 4 CONSTRUCTION 2 J29 IMP• 3/R'.1 SET'p' mwbw.rM�o¢rc m :v1.:T HUN e a C C C C5 C4 C3 C q ° + r r ( 45-6J' _ T.O.PAMPE SCUPPERS ` ALUM.SCORE RONT I+ .-1 • 'I1' MW avuov eea c• SYSTEM I I I I I I L DOWNS MS1 SOUTH BEYOND SEE OFFICE SLOG R V S EMTOREFRONT r CAN PSYSTE�SUPPORTS .r SRP-I r `J ALUM STORE RONT „ - - MSd MS-t % _ - � _.........._ GUTTER� 4 � CANOPY SUPPORTS 1 CANOPY 13 SECTION CANOPY `)'Y THROUGH SOUTH r MR _ r r OFFICE BLOC rI CLERESTORY v, SEE 2S/A50 EAVC RCV(� F. X ___1f8'-B MY' rl C _ DOWNSPOUT c r r r i W r _ _ r ALUM STOREFi SYSTEM `v^J MS-Y FIRST FL ELEV /b v, L AC UNIT ALUM STOREFRONT V O SEE MECH. SYSTEM LIGHT FIXTURE- SEE LIGN'IN6 PLA SOUTH ELEVATION ICOMMONS BUILDING] LUM STOREFRONT ' \ ^\ SYSTEM LL P 80.5E EAST ELEVATION (COMMONS BUILDING( � W Z_ 1/a'•I'-0' 1/8 -1'-0' Q 2 C/J^ W Q J Cn W = Q Q Q n- LLI CJ C1 0.0 51 aso C5 ``.^^. cc c> r r r r r r r r r r T.O.PMLPET Z E OPEN 1B'-B' -Tl t z o 1 M � } Q Z - _ MS-1SYS OPEN Q „ �'tll ''-L. AUMEMTOREFRONT CMI ELEV FOR SOUTH OFFICEI OR t-v SEE 4/A41 G SEE T/A41 it-� SOUTH BUIL ING BW _x. I ELEVATION - CANOPY SUPPORTS _ FLASHING _ t SRP-1 .I,1 - CANOPY DOWNSPOUT ELBOW DOWNSPOUT ,___ AWAY FROM WALL GUTTER CLERESTORY _ 12'MIN.— r . FASCIA PAVE ELEV Ir ADJACENT ELEV ODWNSPoUT SEE 1B/A40 I NSd O1 5 m Povo _FIRST PL ELEV SCALE 1/8'-0'-0' r 0'-0' LIGHT FIiTURE - KEY CONTROL OAS METER I� 5/18/99 CDN$TRU. SET SEE LIGHTING PLANS r LOCK BOX ALUM STOREFRONT D.S ALUM STOREFRONT SYSTEM SYSTEM NORTH ELEVATION (COMMONS BUILDING) WEST ELEVATION ICOMMONS BUILDING) l a 1/s'•r-o' 2J t/s'.T-0' BG RF xo xv xs m n u xs 1 A" 1 1 s0 > 1 1 e 56 ASA 5 �0 4 °60 53 A' 5 51 C3 C DAS/DWG f SRP-1 Q Q GUTTERS T I Q Q SRP-Y O Q Q LEGEND DWG/SKC GUTTERS ROOF SYSTEM iFASCiA ROOF SYST'�M FASCIA 05 -CEMENT BOARD SIDING FB DOWNSPOUT DOWNSPOUT SRP-STEEL ROOF PANEL r DOWNSPOUT r r -.r WOOD WINDOWS r MS -METAL SIDING m ALUM CLAD ALUM CLAD WOW WINDOW NOTE. 2029 GUARDRAIL Y OF DYERS DELETED EgSTERED r FOR CLARITY OF DRAWING. / bIHOMAs�\�, - -- r i SECTION AT COMMONS SLAII a WAS�iIDII - SECTION AT J G G ADJACENT --- ( OFFICE WING CABLE TRAY SEE >Z COMMIDATA DWGS OPEN r SECTION AT QII A4 11P _ .t \ _ __ E - - BLDG INTO OFFICE _ ICSa1 SIDING-- ADJACENT � ' __OFFICE WINO __ $ SEWND _- ---� — --— _ CATWALK# -- - L1 V n.-or ___. _._. r / r _ Ae.x -_ ----tt-G _ _ -- - _ - EXTERIOR ELEVATIONS I ...._ _ _. _ _ _ ( )) - (P} _ F - _ Aea WOOD WINDOW - -._ CABLE TRAY 1 SEE COMM/DATA DWGS. 08O6QOS FIRST3�ELBY 11 _... w�D V - - / F , MA Y 18, WGB _. ✓�.- ram- A a5��'"�i-�.,'�� a-n � •� � Ate^ � . D51; ice.� .^ _ �.� �- � " 0 } �tlGNT�PfX�UR2= x CLAD SEE LIGHTING PLANS r E:\BBaO�OIDD\A4-0 WINI ALUM CLAD WOOD WINDOWS CS-1 BASE Cs-I BASE k, .O CONSTRUCTION NORTHEAST ELEVATION (SOUTH BUILDING) EAST ELEVATION (SOUTH BUILDING) ALUM. CLAD EXT. WINDOW TRIM a SET 25 d'. L-O. 29 1/9'.T-s 30 M4•.T.D• i ® . �i m MITHUN III 011IR RAY iso.r ee.�ga.. ROOF 31 a it ROOF SYSTEM DATA TOWER o o ASA GUTTERS i DOWN PAGGIA iELEVATION BETONp SW. DOWNSPOUT KICK DOWNSPOUT CS-1 AWAY PROM WALL INTERSECTION 12'MI 51(P-2 ROOF I DOWNSPW CS-1 WATER TABLE ALUM CLAD DORMER RUN STRUCTURE BATWOIS � (ALUM CLAD I i WOOD WINDOWS ELEVATION BEYOND U WOOD WINDO SEE ID/A41 J OVERHEAD -- S KICK DOWNSPOUT COILING DOOR BEYOND � GEE%/A50 13 AWAY FROM WALL 3[E.MECHANICAL INTERSECTION U MIN. GUARD IL - --- W COMMONS ELEVATIO c J SEE 25/A40 -�— ' "� a ❑ I I I I I r - _ L D O - < \ - uj ¢ oz -_ POIM1iT FL ELEV (�_- ..J� �.ti�-� .may._✓�.��_ �Gir FINNRE- � z0'0' �l _�....�.�. ��.�/t�^..i.✓- ti WATER4/ 6,t J _ SEE uoxnxo PLAN$ U E 4/A8f �� r1 NORTH ELEVATION (SOUTH BLDG( a p /�WEST ELEVATION (SOUTH BLDG) a p 1=-- LLI Q J f!J Q d W y CPS LJLJ ALUM GLAD ROOF SYSTEM ' / / \ CLAD6 Q EQUIPMENT W�o00D WINDOWS SEE ATION DOWN M UT ALUM GUTTER ELEVATION BETON0 ELEVATION BEYOND 1 OUT WOOD WINDOWS ( ALUM STAIR SUPPLY AND RETURN DUCTS StOREF I WOOD WINDOWS FASCIA v J C� Q SEE ELEVATION ALUM CLPD Sff z9/A4, CS-1 pOWNS T ROOP SYSTEM ANIGAL ELEVATION BEYOND DIA4 INTERSECTION BEYOND ROOFM'ALL //�� _. ROOF CONs1RUCT10N I ( FASCIA M5 2 E%IT STAIR i STEP-1 FASCIA GUTTER Gsd ANGLED WALL 10 FROM VERTICAL 1 1 - _- WOOD BAY WINDOWS ALUM CLAD TRUE NORTH ' D - q p - p - q __ STOREFRONT - A A A _ y ALUM SYSTEM - ~ METP1 RAILING TEM SYSTEM DOWNSP- - — - CORNER BOARD ALMI CLAD _ - ---_ �", _ ..»-'.F� "_ -..e^'--.vt� ��a�'^_ III - _— _ WOOD BAY WINDOWS 1 _ - -- CS-1 PROJECTION ENCL--__ ✓._. - O _. B _.-. - O -._- - � _.._._� O SURE Y PP. WATER TABLE a 5 marn-- m __. — — sf 5/18/98 CON STRU. SET SOUTH ELEVATION (SOUTH BLDG) WEST EAST 2. SOUTHEAST ELEVATION (SOUTH BLDG) F� 1/9 RF u u sP DAS/DWG w55 9PP-2 FASCIA Az] DWG/SKC VERTICAL f0°CORNER BOARD SC. 1 STEP-2 FASC 1 CS-,WATER TABLE ELEVATION BEYOND 10 GRP-2 FB CS-1 GUtTERS LS-I LUM CLAD SRP-2 AWM CLPD [S_1 BASE SEE 251A40 -GUTTERS - WOOD BAT WINDOWS ROOF SYSTEM WOOD WIND S DOWNSPOUT STEP-z FASCIA E t RI6T MSz 2029 EGISTFFiED ALUM sTOREFRONt pRCHITF_C SYS EM _ WRIST BEYOND -. -___ CS-1 Dow OUT ✓-i SEE A29IA41 STEP-2 --__ WALL DORMER TT MTERNEDiATE IHOMAS D. EMRR CN WALL DORMER FASCIA -- "'--' SIDE ELEV GUPPORi AT SIAIE CP MASIMGTCN - BEYOND - MS-2 FLOOR LEVFL - _ ANGLED WgLL "- -- 10 FROM VERTICAL - __.__ METAL RAILING ALUM CLAD - -- -_ SEEi- T� SYSTEM WOOD BAY WINDOWS METAL FAILING SYSTEM J CS-1 PROJECTION ,.., �,.i -- �. _Fl T4EVg.ry- D E_ _ NCLOSURE INTERMB IAT cs� _ SjLstO_ELl, y FLOOR L AlFLOOR LEVEL _ _ _ � EXTERIOR ELEVATIONS WALL SETBACK LSE WATER TABLE LSE Anse T_ O O -- 08060.05 WA _ WATER TABLE �l _ ELGV�Ls-1 SO — _ — ( MAY 18. 1000 LV r E\98060\CD\A4-1 Qi -.�L...✓.��� _�,�.�. ,���Ltir _ �,.✓'✓ LI i FIXTN E. m.mu... I 5 E UGHTIN PLPNa BEAST END ELEVATION (SOUTH BLDG) NORTHWEST ELEVATION (SOUTH BLDG( �E. ELEV ® WRIST IS. BLDG) N. ELEV ® WRIST IS. BLDG( A4 1 CONSTRUCTION wa •r.o.r-o va .r.o �� ve ,r-o SET MITHUN ITrz.nY.:..... RTH 0 FUCEURE V'DING RI/ NYC TO.CATWALK STEEL lC-i 1:3 r ra sreEL ° � -__------ _1 ________ CATWALK BOOR ELEYATION ��O DSET [ LOB Y r r BREAK-OUT V B M UTILITY V VI ENTT �E _..LEI WIm C4 Lwc i�' n, __ SIM PATUMO b , ` � nrtar}LQQR evAZ12x (r� o Cf z L!� I; I!� I� I; I o e, ._, L, ti. ti� W I--- CD 8 BUILDING SECTION THRU COMMONS BUILDING W Z_ V ® _ = CO' co SEE ME HAN(C IITS TOP OF GNU AT DATA TOWERS W vJ OPENIN ' L_______________ _ N3'-6' W ... r MEM®RAKE 1 - �--________ M r. GOO V✓ L.L 12 SYSTEMFUTURE{J(M 4 OFFICE GTH URUN� I I i t I II I I I I I PLAN CRIMET SEEOOF CABLE RAY EE OW 4 FOR � r r CDNF. we wiu sT1BU� CAT" i i xo5 xoT O Oi _� r z ;Y D A ELEV. _ r. Fil _ - _�_- __ �________ __ ________________9 P-w-r_ SECON �. 51 LANDSCAPE BIDE r Cp gpAGE OIIT O ms ROON MACH. i p ' � nT M. i;��, F g R SITE DATUM PY ELEV SIDEWALK -SEE 6TORAGLE LOSET OFFICE CLMlF m I I I O ® _J .T-a•0 FIRST ROORB I , I FIR AYW ROOM 1 M{R T,ED WALLS r - - '� 6EEI,.AN b 25/AB2 �� SEPAN6 STAIR b Sl'0 GE.SEE = 5 w n f PLAN CA T IN LACE i SCALE 1/8'4 0' LO CRETE CASE SE 6TRq TtIRAL �� �• .-� = ,' "' .-�: 5/18/B9 CON STRU. SET 4 BUILDING SECTIONI THRU COMMONS BUILDING AND DATA TOWER TYP.ROOF SYSTEM iTYP ROOF SYSTEM TYP. ROOF SYSTEM. SEE SEE 25/A55 FOR NOTES 12� SEE 25/A53 FOR NOTES 12 SEE 25/A5,3 FOR NOTES RF � y2 4� 48 tt TYP.SHED DORMER. 4a t2 .uen 41 12 -1/2 SEE 2SIA54 FOR NOTES -1 OA'S�`wCa / va 4 p e DAs/ DWG SEE A30 FOR STAIR SYSTEMS 0 oB pp� 2O7ATM_OE SAU59E,L� _-_ 9DP QF-Lwws- ._ __________ _�___ ___SDR91iDE SRIffiSE6_e OFFICE •29'-5' _ ___ ' 4J'S' ___ sxN_ _ -_ SEE 15/A5.3 FOR NOTES -� __- - pATN—G OPEN CABLE TRAYSEE FLOOR25/A5 FOR NOTES LIB R / W 20Z9 2EO ELEC.CONDUIT ON DATA/LOMM CABLE?RAY SEE 25�R5J FOR NOTES r UNIST CO SUPPORTS x x O / G TYP.FLOOR SYSTEM. I 0 0 0 / F SEE 25/A53 FOR NOTES r ELEC GONWIT ON I HALL ® OMAS D. ENRICH f SECOND FLOOR ELEVATION �/ SECOND ROgf ELEVATION STALE OF W491Nti1GH UNISTRUT SUPPORTS r ___________ 0 _ - _ SECOND ROOK ELEVATION _ - _._ _ -i.T-6r _. -1S-P ________-___T-ry TYP.WALL STSTEMOTES OPEN SEE 29IA54 FOR N 0 r TYP FLOOR SYSTEM OFFICE TYP-FLOOR SYSTEM 5�7 TYP,FLOOR SYSTEM, - Im SEE 25/A53 FOR NOTES Im _ _ _ SEE 25/A5.5 FOR NOTES LOBBY SEE 25/A53 FOR NOTES rr---__ _______ ___ ____ _ __ _________ r MALL WC J STIXL - OFPICE SIR DATUM -i SITE DATUM 1J4 I5> ® SITE DA.TUIIlz 0 --a-e. 0 __ _ _ ______________ ___ __________ _J .___ __ _� PIR6T FLOOR ELEVA'SON '— FIRST_ROOR EL&M -t 0 FIRST FLOM ELEV11091L.0 I-HR RATED WAL 5 BUILDING SECTIONS _ SEPARATING STIR AND _ ` L � l STORAGE E r� -- PER PLAN AND 980Bo.o5 MAY 18. 1999 _ 5BUILDING SECTION THRU TYPICAL OFFICE I11'-6' FTFI BUILDING SECTION THRU TYPICAL OFFICE AT DORMER I13' 0' FT FI BU_ IL_ DING SECTION THRU 'WRIST' tl�e�..\,®98�6 \co\A6-0 a 1/8 - -0 STRUCTETA50 S <� MIaT HUN ` \ DUCT'NORK PM I TYP.ROOF FOR N: mum uucc nc O SEE x5/AS.J FOR NOTES 1•+•I++++r+• V MTL BRACING M[CHANICaI H M a 4 SIDING GALV,STL HINGES B V TRASH WMPSRR RFCTLLINO GAL. ANGLC TYP. CEMENT FIBER BOARD C 1 GATE X E CEMENT FIBER BOARD SIDIN W/., EXPOSED FASTENERS, ---// 0 0 -- TYP.FLOOR SYSTEM. Z SEE 25/A5J FOR NOTES .'\__•^�.�\.._e CONCRETE PAD it i _____�- _____SeC01OMOp1 l--LEVA III SYSTEM �/� --'--- �. S!! FLOM YS NOTES - ---- ^ ��1.. v� TYP.PLOOR SYSTEM DALV 9T CONCRETE PAD-- �-p�p�^��--'-�/'�� LATCH W Q 6T Q Q I RE 25/A53 FOR NOTES WHEEL ASSEMBLY AS RE Q SIDE ELEVATION ® W ----------JSIT[DATIRA 11@T�oyII,-gty8aa40 V/ DUMPSTER PAD - PLAN /1DUMP$TER ENCLOSURE ELEVATION � CLOSURE DUMPSTER EN ELEVATION }- 7 1/4-. -O W ~ II BUILDING SECTION THRU EXECUTIVE WING W Z V O 'W^ Q J V! W U5 AAN 7 J^D`` I— V cc TYP SYSTEK ^ O SEE?A63 FOR NOTES 12 a4 C TERMINAL BOXES / BI1 =^J Q Z TYP P!RAN / ` 1 MlCM I .DOTTDM_OE'0WI E5-0 -29'F Ek L.G� TYP_FLOOR FOR NO SEE FLOOR FOR NOTES 0 fY - OFFHx xx ______ SECOND FL0011 ELEVATION :ow e l'T P.WALL SYSTEM. ` INSULATE JOIST _^\ i SEE 2fi/A5J FOR NOTES I'�1 SPACES BELOW i --� "- � � i ppeM S OFFICES SEE 25/A6J FOR NOTES EXilRIOR PAT10. OR'IQ CMCRem PLINTH.REDATDM STRUCTURAL ® ____ __ r -1'-0v - __-sEe PLANS--- ----- --- _ ___-_----I-T-IGOR1'4CYPTIOIL'0 0.V t! ;� SCALE51/8'd'-0' ;:.{n f � Q 1 5/8/89 CON STRU. SET 23 BUILDING SECTION THRU EXECUTIVE WING ve'.r-o' ®T RI- BG DAAS/OOWG DAS FUTURE NORTH �B OFFICE WMINS' TYP.ROOF _ ASSEMBLY COMMONS 6lDG. W29 i ROM RHIGE I ? RE 25/A5x FOR EgSTFRm� I I NOTES 1 1 ARCHNEGS -. FLOOR SYSTEM a yGI�AWyil� STL STRUCTURE A G.m ( \ I PER STRUCTURAL STAR Ci RA9RIGTDN' 20J to RAGE€ BECpD FLOOR ELEVATION! _ SOFFIT OVER NT1Iy CABINETS L M066Y sN Ml��S ,W IWOA�Ts LOUNGE $�' -01T BUILDING SECTIONS ©r-- © I O -fmT FLWR ELEVAnON,O OLOSET ! �� i f ® a-;' 08060.05 WASHl�{'DRYER ;iir: ;'iil CLOSH# MAY 16. 1099 E:\58080\CD\AS-1 !1SECTION THRU COMMONS CORE A CONSTRUCTION vs,.tw A SET GALV MTL COPING £ OF COL o- T.O. CMU W EL , CMU PARAPET SEE STRUCT. - - M .c b MI HUN evA ouVK ReT I u .���..Sa .aa.... n u: 1 u nu i TO. ROUGH OPENING 1 i ninon o.eme _ CMU LINTEL w/ - ------- REINFORCEMENT. SEE STRUCT. I I CMU BEYOND. TTP GOPNG HEAD TYP A, ZBSYGNU ... GALV MTL COPING __ (• ( _B 0. ROUGH OPENING I - /� '-10' VT'T�cTE EL . 38 TN£ nL�TN43 G NG— T-Kd�El4/Z � •- — Z c - I.liuLv9T�o/-I I'�2 N�•'- IM Yi;,J MI JE-C� �a-IO �i—TORCN DOWN MEMBRANE ROOF SYSTEM°/\ ; 8'-0 1/2 h 1'ra ��TvT A0Pr.Eo RRE.eD AlR:IRG1eID U-L_A PON �/ TRUCTLLwo bAl f3-TC f,4 ►OieD� n=D MTL DECKING RR SLL J .�` —Xr StRGNY __ t -.<I'-•-,_- ,tR,m•8:, — - W C- STEEL BEAM 6 ROOF AL A—: a'- - - -wA L - W N D Lvo'4r S Rw- Cry STL BEAM.SEE STRUCT _ TTP E% WALL MBL - '- -- bATA TOWER ^j 8'CMU WALL. SOLID GROUTED w/REINFORCEMENT. SEE STRUCT, STL BEAM. SEE STRUCT, O Apt 0O.ROUGH 30-NING __-__ N _ TYP TEMP. GLASS PANEL --'LI\� { � Lu v TYP STOREFRONT GLAZING SYSTEM 7 �T COL. SEE STRUCT. UJ 16 it o-B0. ROUGH OPENING . } .- h� 'ems �i TYP STORAGE MEZZ W R J 16 +1 - ASSEMBLY DATA TOWER W W cn STL PLATE a/ STL BEPM SEE STRUCT uj T �/� M OUTSIDE FACE li TYP ROOF ASSEMBLY �� I� T / T.O. STORAGE MEZZ. h yJ cc OF STUD.TYP RCOMMIN!BLDG 1 ,.. aCOMMON BLDG t 2 + 1 T II 1 EL. 23'-0' = O 1,2, TYP ROOF ASSEMBLY l f^1 STEEL ROOF PANEL SAP-1 W - Z R.L_ V ICE b WATER SHIELD o/ ( ' RIGID INSULATION O/ VAPOR BARRIER 0/ /^) ' * ,. STL BEAM. SEE STRUCT. I Q Z \ IR x ACOUSTICAL MTL DELKiN6.SEE STRUCT. I A60 I i ` � APPRO% Apo - - V Q VARIES - CONT MTL GUTTER _ ZING BENT STL. GLA T.O. BEAM _� � 1� 1- � CHANNEL TYP _T0-STEEL � h I _- EL •16-3 V T STL BEAM SEE STRUCT 0 /��� "`� ��'��' TYP TEMP. GLASS PANEL STL BEAM SEE STRUCT. ROOF 1015T.SEE STRUCT. STL COL BEYOND.SEE STRUCT. STL COL BEYOND.SEE STRUCT. TYP %i WALL A55 MB Y STL COL SEESTRUCT. RLOMMON BLDG t TYP E%T WALL AS5EMBLT y MTL SIDING.MS-i 0/ ®COMMON BLDG TO. ROUGH OPENING ARx 1 - PLYWD SHEATISTURE HING SEE STRUCT o/IER WGALV STL BAR w/CLEVIS d EL 18'-10 3/e' 1 — _—_—_—_—_ i T _ 1'-5' S MTL STUD SEE STRUCT.w/ PLATE BEYOND.TYP �I 1 Am SIM VAPOR [BAR o/ I 1 Aei Ag SCALE 5/4'4'-O'a >F\, VAPOR BARRIER a/ }C ' ' Gwb S/0' SEE i 1,4 TYP STOREFRONT GLAZING I - i GALV STL PLATE WELDED TO REF \ COL SEE STRUCT, I\ SYSTEM TO GALV STL ROD w/CLEVIS BE GALV STL PLATE \. BETWEEN CHANNELS / { 1B SEE STRUCT. ``I (CHANNEL S[[STRUCT. I\ 1 A63 _ j F CHANNEL > I f O t E OF PIPE C T PIPE _ -'V/��. �o �/�V/ .�'���� ✓-- h us ROUGH ____ 1 - OOMp \ 4' a- _��^ _ ._B:O_--OPENING '� -}- -F—� FSox tQ 5118/99 CONSTRU_ 9ET T _ V EL -IF-16 SLOPE al/4'PER PTCHANNEL.SLOPE 0I/4'PER FT - v� \� BENT EL. GLAZING TYP. 1-0 }O TYP SECOND FLR 9 L TOWER 1 -u� STL PLATE o/ 1'-D' - STL BEAM.SEE SiRULT. GALV_STL PIPE nP,see sTRucr. STL ROOF PANEL SRP 3 FASTEN TO 5-3 3/4' J'-6 J/8' �'I Ae1 I �. T STL PIPe5 w108 GALV SELF DRILLING SCREWS.8 OC w/ 1 _ �"1 R 0 OP STUD TO �'� t I / -� T0. 2ND_FLOOR_ BG v NEOPRENE WASHERS.PROVIDE CLOSURE I -TOtJCH UP ALL �, r 6' STRIPS b COOT 3/0'GALV.STL SPACER - g� � MF ENTRY CANOPY 1 RF EXPOSED EDGES THRU-0UT PANELS eumMB T ONMON B n I i STL PANEL MP-3 BETWEEN DAS/DWG LAP PANELS b PROMO[SEALANT TAPE At SEAMS ( s GALV STL CHANNEL SEE STRV GALV.STL CHANNEL.SEE STRUCT. ANGLE LEDGERSE S STL PLATE LEER SEE STRUCT. CH/DWG CONT MTL GUTTER t 1 B STL BEAM. SEE STRUCTENT" . ara LOBBY TYP STOREFRONT GLAZING I � 1 : LOBBY SYSTEM SEE STRUCT. I �'`9101 TYP TEMP. GLASS PANEL D 4 d I L COL. SEE STRUCT 2029 GI S EKED ARCH( E IF TO, ROUGH OPENING SILL Aei 'I '�'-' = DATA MOMAS D. ENRSLH -.' EL . 'I.6 318' + p { P1 R LOON sTg1F Q nA9iIWTIX! STOREFRONT GLAZING SYSTEM ♦f IFI J.1 ppppEE DR PER SCHED SPAC CONC BASE Ioe SEE STRUCT, TYP FSILA FLY ASSEMBLY TYP PLR ASSEMBLY 2' I :z_.. -- _ MATA TOWER wCOMMON BLDG CONC SLAB ON GRADE SEE STRUCT.o/ CONC SLAB ON GRADE SEE STRUCT.0/ VAPOR BARRIER Al VAPOR BARRIER M' SAND - 0 2'SAND o/ q LINE OF DS BEYOND GRANULAR FILL.SEE STRUCT. Aeg GRANULAR FILL SEE STRUCT. Ae3 SIM pp WALL SECTIONS 1 \GL PE 01/4' PER FT FF. FIRST FLR_ {Y. ' 'IS PE Yt/4' PER F _F.F_FIRGT FLR_y - / @COMMON BLDG i V . :. ':' EL v O'O' - . ._ . -.� ..:. � sto>e a/a'PER 4 I° nEV DATA TOWER \ I 1 y- III EL 0-0 98060.05 -± n- F. F. FIRST FLR .. m80 _ MAY 18. 1900 7 DE ASAPER BEAM A,PILE I_I E J' WALL SECTION ® EAST WALL, COMMON BLDG N WALL SECTION a ENTRY. COMMON BLDGOWALL SECTION 0 DATA TOWER A5.2 CONSTRUCTION 3/4'-l'A- 27 J/a'I.O 29 NOTE.SEE 25IA5.2 FOR TYP NOTES b DIMS. J/4'•1-0' SET NOTE:SEE 25/A51 FOR TYP NOTE b DIMS. vm mwn0vvwmwu.c MITHUN .. .. .a .. a sv s,s o e uen un+.q sa ass S7 12 O-O I U • EMTENTIOF 9 13 ICE b ATER SHIELD 1M• TT fi TYP ROOF ASSEMBLY TYP ROOF ASSEMBLYA *OFFICE BLDG *OFFICE BLDG / x> STEEL ROOF PANEL.SRP-2 o/ 12 TYP\ r *OFFICEEFBLDGEMBLY w o ICE b WATER SHIELD 3'MWIDEOISTURE ALONG ROOF EDGE o/ 4 I11M' '^ MOID INS BARRIER o/ 3 /-% L I I RIGID INSULATION o/ VAPOR BARRIER o/ PLYWD SHEATHING PER STRUCT o/ IN BMfLO ROOF JOIST PER STRUCT. It 6 ROOF TRUSS PER LONT MY.GUTTER STRUCT. V TYP xT WAIT ASS MB T % *OFFICE BLDG 1'S MOMENT PI DO SIDING.CS-1 a/W Z MOISTURE BARRIER o/ I 1 sx SHEATHING.SEE STRUCT.o/MTL S B - -- — -- - u MTL STUD.SEE STRUCT.w/ -- 1 I I I BAIT IOR BAR o/ �EL 23 55 ,i _-`- _- J__—_ 80. TRUSS O 518'on�ARRIER o/ /__ _ _ y \ � �o \_ / EL . 23'-5' uj TYP ROOF ASSEMBLY I / — X' R 'COMMON BLDG cc uj �•J V Q C1� \� ; xo cup eo Lu -----------' Q _ / NOTE A . C+l�L L V"'� a— Lu PAINT E%T_STL,MEMBER P-21 l SEE DETAILS `♦r3r�A NDOW ROOF JOIST PER STRUCT }INSTAFOR LLATION . .^ LL =j S V'L ry� vs, f-I ROOF o .i V�J LOL I ROOF TRUSS PER STRUCT. R Q MITI,DS BEYOND.TTP ROOF JOIST PER STRUCT STL COL BEYOND SEE STRUCT. � V/■ `/ Q CEMENT FIBER BD SIDING.C91 o/ TYP SECOND F R AS FMB PLYWD SHEATHING.SEE STRUCT.o/ PoFFI['BL3f MTL STUD.SEE STRUCT.w/ / BATT INSUL o/ VAPOR BARRIER of TYP SECOND FLR ASSEMBLY r 5/8'GWB I *OFFICE BLDG STL COL BEYOND ppE� See ST CT OFFlCE M WWA `xi LTTP OND�S [!F R $SE BL azx xat *OFFICE BLDG CVNF <� SHEATHING TSEE STRUCT.o/RUCT of STL STL BEAM.SEE STRUCT I rT y FLR JOIST SEE STRUCT. _J/ FF. SECOND FLR U SCALE !,I 0 x, L BAA PER SCHED TYP EL= 13-0-- - ,. .., �, F.F. ___ _SECOND FLR_ EL R% MTL STUD BLKG BETWEEN VERY STUDS EL 11-6' 'RIM. STL BEAM x;n EL=it'-B' BRIM. STL BEAM ' ALIGN wl BO. FLR PLYWD SHEATHING.TYP FLUSH w/FLR JOIST.SEE STRUCT. EL w/FLR JOIST. SEE STRUCT. F.F. SECOND FLR EL - 11'-0' `F �, TYP e%T WALL ASSEMBLY *OFFICE BLOC ' j G I Try Exr w�ns��MeL_Y 9� 5/18/90 CON STRU. SET - *OFFICE ELDG STL COL BEYOND.SEE STRUCT. STL BEAM SEE STRUCT. "��- STL COL BEYOND SEE STRUCT. BG / r.,.a k NOTE. 1 r sEE DerAILs DDAAS/DWG �� FOR WINDOW INSTALLATION C�HH FHB % 2029 GISiERED i � ARCHI TNLMAS D. ENRICH OFFICE CONFERENCE OFFICE \ ze srATE oP wASINciON tt5 I M6 I qp ® 'I A81 TMP TYP FIRSTR ASSEMBLY TTP FIRST FLR gSSEMBL *OFFICE BLDG b COMlbN BL06 / BASE PER SHHLD.TYP TYP FIRST FLR A MB '( Qi I *OFFICE PLR b COMMON BLDG a4� F, 0'-0' _ _ �FF'F[Rb�FLR COMMON � _— \ `p1 F_PIRST FLR EL 0 —- `.. - . ._:-. .. - ..- I T roc 1 F.F. FIRST FLR WALL SECTIONS MTO AT OFFICE BLDG oCPo 08060.05 MAY 1& 1909 i E,A88060ACDAAS-3 WALL SECTION 6COMMON BL ( -FICE BLDG 27 WALL SECTION THRU ROOF OVERHANG ® OFFICE BLDG 4 D � WALL SECTION a OFFICE BLDG ppp NOTE,SEE 25/A52 FOR TYP NOTES b DIMS. 3/4` I-O /A� h •3 CONSTRUCTIONSET NOTE.SEE 25/A52 b 25/A53 FOR TYP NOTES b DIMS. NOTE.SEE 25/A52 b 25/AS-3 FOR TYP NOTES b DIMS. 3/4'-1'-0- L l J�� SET FXT� 8 E ASSEMBLY TYP ROOF ASSEMBLY*OFFICE BLDG 72 T'2' STEEL ROOF PANEL.SRP-2 a/ 4oT ICE a wpL SHIELDM I T HaU N 1 3'WIDE ALONG G ROOFOOF EDGE e/ � cF6 ua auve ur MOISTURE BARRIER*/ - /-- ---� RIGID INSULATION o/ v.m._:.%: -------� VAPOR BARRIER of EXTENT OF ICE d WATER SHIELD 1 I/2 — •xa ".• B 12 R — • MTL DECKING PER STRUCT. 1/2 � ...xlv.ro` Isf`�d�' I Aso SW. t:..nv,... M... T0. STEEL___ �.....v.... . 31 6' 5%BEAM SEE STRUCT - E%T WALL ASSEMBLY MTL SIDING.MS-2 o/ .. I ARp 501. MOISTURE BARRIER W - NG SEE / MTLWSTUDE EB ISTRUCT.W/RUCi o/ BATT INSUL W U ROOF JOUST PER STRUCT. VAPOR BARRIER W 5/B'GWB Z I 13 UT PLYWD o/SIDE WALL BEYOND STL BEAM BEYOND SEE STRUCT. „. STL COL SEE STRUCT. END OF ROOF JOIST BEYOND ". TYP ROOF ASSEMBLY iM'FLYING o/SIDE WALL BEYOND *OFFICE BLDG \ " END OF ROOF JOIST BEYOND /�w V \ ROOF TRUSS BEYOND 4 I A*2 SIM. W �pt0 5Nt0'L I / V/ Of IL,E 6 2X ROOF TRUSS BEYOND U v / B- _ Ws�R SNt LO t.9_ �' C^J L e I m tOf h B.0_TRU55 `I �E0..TRUSS2 _ 11 v ', i W CD EL . 23'-5' /----_ �_l I _... W z - c/:) STL COL BEYOND.SEE STRUCT W co ` -- W 0-- uu W-V c— PAINT EXT STL. MEMBER P-21. ROOF JOIST PER STRUCT. Z ^ ROTE. L` SEE DETAILS .1 FOR WIINDOWN 1 ROOF TRUSS PER STRUCTINS = �► Q TYP STOREFRONT GLAZING SYSTEM STL COL BEYOND.SEE STRUCT. I I I TYP SECOND FLR ASSEMBLY WFFICE BLDG NDFLR AS�1� *OFFICE BIDG TYP SECOND FLR ASSEMBLY BASE PER SCHED.TYP *OFFICE BLDG "mmm6==§mmmm9 3 eITI MTL STUD BLKO BETWEEN VERT STUDS u SCALE 9/4'.1'-0' AL16N w/B0 FLR PLYWD SHEATHING.TYP T Ba _—_ FF._SECOND FLR P,F. SECOND FLR {j I EL -w--v- FLR_ ... . . EL . 13'-0'- - EL .13`o - :_ EL 11'-6 *SIM, STL BEAM FLUSH w/FLR JOIST.SEE STRUCT. I I ✓�` I STL CHANNEL SEE STRUCT TYP ENT WALL ASSEMBLY EXT WALL aOFFICE BLDG ASSEMB LY MTL SIDING MS-2 W MOISTURE BARRIER*/ PLYWD SHEATHING SEE STRUCT*/ MTL STUD INS sEE STRUCT.W/BATT IBAR =/ -- - Qi 5/18/09 CON STRU. SET VAPOR BARRIER a/ TYP STOREFRONT GLAZING SYSTEM S/0'GWB - STL BEAM.SEE STRUCT. n I / GW TYP STOREFRONT GLAZING / SYSTEM BGG RERE / NOTE DAAS/DWO SEEDETAILS FOR l CNH m FOR WINDOW INSTALLATION \' � STL COL BEYOND.SEE STRUCT. omB T 2029 GISIEPRED ARCHT TIMAS D. E ICH MTL D.S. BEYOND. TYP. TH v WA GCH i i 1 TYP ACV. I 11 TYP FLR AlMiEMbLY \ r OFFICE MPG 6 COMMON BLDG _ TYP FIRST FLR ASSEMBLY �— 'OFFICE BLST DG ASSEMBLY WALL SECTIONS <: 9 *OFFICE DS d COMMON BLOC _ A, ®OfRCE BLDG FF. FIRST_FLR _ J� FF. FIRST FLR „ / ]� , FF. FIRST FLR EL V EL . 0'-0. PQ1 REV. I a EL . 9 _—_ �o°oo„on�o.00°po.00" o°oo.00 00 0:00„00000.00 0 0° o o�o..00 o oAo o.00�o o -L._. 1 oo6n„oorio,n d/o.o�41'�. �o »moo t 'PI Yr'J MAY 18. 1999 - T • 1 I I_ - I II - I I_ - 1 I I I � � I _ E\88060\CD\A6 4 - I I II I WALL SECTION P WRIST OF OFFICE p F� ICE BLDG 1 CONSTRULTSET - TYP WALL SECTION THRU DOMER ®OFFICE BLDG I WALL SECTION ®OFFICE BLDG 29 25 d" 27 SIR.T-0' NOTE:SEE 25/A5Z A53,ASA FOR TYP NOTES d DIMS 3/4'-1'-0" NOTE:SEE"A , b 25/A53 FOR TYP NOTES b DIMS. NOT[:SEE 46/A52.p53.A54 FOR TYP NOTES d DIMS. mnx.0:�vavr+a¢.c _ I I MIeTHON TYP ROOF ASSEMBLY TYP ROOF ASSEMBLY �eieu m•i ae eva _ OFFICE BLDG — - {OFFICE BLDG STEEL ROOF PANEL.SRP-R o/ _ SEE 35/A5.5 RIGID INSULATION o/ � i CONTINUOUS BITUMVI MEMBRANE o/ _ �� PLYWD SHEATHING PER STRUCT o/ _ ROOF JOIST PER STRUCT_o/ - ROOF TRUSS PER STRUCT I U 'S t CEMENT FIBER BD FASCIA CCNENT FtBCR BD FASCIA 13 i r C/:) J BLocalxG PER-BYxucr, Lu LIGHT GAUGE STEEL FRAMING AAIGE STEEL HE GYP BELOW-FOR CEILING �` SEE A R 1 '\, HEIGHT SEE W '�` HEGYIP BELOW-FOR CEILING/J S Q � ✓ � , C.0 Z ti� v�� . i" ✓� �� ✓ ��% Q �- TYP WALL ASSEMBLY y \ W TYP EXT WALL ASSEMBLY IOFFICE ILE BLDG / - ROFFICE BLDG CEMENT FIBER BD SIDING.CS-1 LYl ___. AeA SEE 25/AAS W i 151 BLDG PAPER o/ I C W z I 1 PLYWD SHEATHING SET STRUCT Z MTL STUD BEE STRUCT.w/ f BAIT e/VAPOR VAPOR BARRIER _ 5/8'GWB I ALUM.CLAD WOOD WINDOW }�`� NOTE DETA �SEE C FOR WINDOW J Q INSTALLATION Q NOTE. SEE DETAILS �'--/'�_./ Lu Ir FOR WINDOW TL COL BEYOND,SEE STRUCT. CL LL' V INSTALLATIONS TL COL BEYOND.SEE STRUCT. V! TYP SECOND.FLR ASSEMBLY TYP SECOND FLR ASSEMBLY W OOFFIM BLOO fOFPLCE BLDG GYPCRETE TOPPING SEE STRUCT,./ SEE 25IA5.5 Q SHEATHINO SEE STRUCT.o/ PLR JOIST SEE STRUCT. MTL RAILING SYSTEM ALUM.CLAD WOOD WINDOW / C '� v Offlict DECK I x v I 1 o MTL. PLATE SEE STRUCT. �l o CEMENT FIBER BD SOFFIT SCALE 5/4'•1'-0' ( Y 1 `x\ \l X ii��.----- .1\_ )r.� }r` (/Y F,F_SECOND FLR FF__SECOND FLR e STL BEAM,SEE STRUCT. / STL BEAM BEYOND. SEE STRUCT, X w wrt a..w. L5 —— Qi 5/18/99 CONSTRU. SET l PAINT EXT. STL MEMBER P-9 1 SOFFIT VENTS AT 16'O.C. % 8'-0' IN l CEMENT FIBER BD SOFFIT a Ayz TL COL BEYOND. SEE STRUCT. IL _BG _�.TYP WALL ASSEMBLY wow¢ •OFFICE ICE BLDOFIBER OTE RF DEMENT FIBER BD SIDING.CS-1 O/ SEE DETAILS 15f BLDG PAPER o/ FOR WINDOW OAS/DWG PLYWD SHEATHING SCB STRUCT o/ MTL STUD SEE STRUCT.w/ INSTALLATION w R-10 9ATT MSUL a/ CH VAPOR BARRIER a/ LUM.CLAD WOOD WINDOWS DETAILS 202 MIEN FOR WINDOW INS EOISIERED 1PFlD[ �\ INSTALLATION AR ' f50 THONAS D. EMR— R) $TALE Ci YA91M:1OX ABi r ALUM CLAD WOOD WINDOW Y A - TYP FIRST FLR ASSEMBLY C POFFICE BLDG CGNC SLAB ON GRADE SEE STRUCT o/ VAPOR BARRIER WALL SECTIONS R ®OFFICE BLDG f 7 am /\.. 8 98060,05 > LL GRADE BEAM B PILE Fo AS PER STRUCT. MAY AY 18. 1099 x 25 WALL SECTION @ EAST END OF OFFICE BLDG 20 WALL SECTION 0 EAST END OF OFFICE BLDG L�A 5 ,5 CONSTRUCTION 3/4',1'0" SET SAW CUT REGLET SAW CUT REGLET RIDGE CAP COVER WIDE //���p TYP ROOF ASSEMBLY TYP ROOF ASSEMBLY iTP EXT WALL ASSEMBLY 0 `(,R9J IN MORTAR JOINT S7 OUTSIDE COVER PLATES 7 *COMMON BLDG CABLE N BLDG N MORTAR JOINT (OFFICE BLDG BACKER ROD b SEALANT FASTEN RIDGE TO EA SLIDING HOOK CLIP BACKER ROD 8 SEALANT RUN ICE b WATER SHIELD p' 10' GABLE CLIP RUN ICE b WATER SHIELD CLOSURE BETWEEN HAVE FLASHING TIftR OPEN RUN ICE b WATER SHIELD UP WALL 8'MIN, m AS PANEL RIBS HEM TO HANG GUTTER PRE-FINISHED GABLE Up LMU µgLL 8'MIN, UP CMU WALL 8'MIN. SHOWN AS DASHED `TTT LOW PITCH CLOSURE _ KEYHOLE RIB CLOSURE FLASHING w/4'SEALED SHOWN AS DASHED ME-FINSHOWN IS DASHED C W/FOAM INSERTS - - Y%I'CONY DRIP ANGLE LAP JOINTS PIASHINGHEp REGLET ( ;� PRE-FINISHED FLASHING GUTTER STRAP FASTEN T CONi PT x%4 WD BLKG PRE-FINISHED REGLET PRE-FINISHED SIDEWALL Ma IRT H O N TYP ROOF ASSEMBLY )� F FLASHING D 1n. PRE-FINISHED SIDEWALL 'J FLASHING •1 a o SCOMMON BLDG - / FRONT OF GUTTERbEAVE FLASH FLASHING l� � e W Y LONT.HOLD CLIP PRE-FINISHED SIDEWALL GABLE CLIP x�z Ra a a PT 2 X WD BLKG > L �FLA3HING aaw ttu as nut ' ACKER ROD 6 SEALANT PAIN END PANEL T.O. STEEL `.. PRE-FIN.C-FLASH GABLE CLIP -. M 1 wCOMMON BLDG TYP ROOF ASSEMBLY ,e6 al aaa aaa• :_ ----- 1 TYP ROOF ASSEMBLY + �- 1 IV R3 aaa naa / NEOPRENE CLOSURE SET IN wCOMMON BLDG LOW PITCH CLOSURE b `- SLIP JOINT CLEAT ""/" - "� SEALANT TOP b BOTTOM - FOAM INSERTS If -� a<v aloa oc aye FASTENED INTO EA /^; GUTTER w/6'WIDE ��� TOP TRACK SEE STRUCT. 1 ' TYP ROOF ASSEMBLY CONT PLATE.SEE STRUCT. ✓ OUTSIDE COVER PLATE -' 1 SCOMMON BLDG --' GUTTER HANGER:OFFSET TYP.E%T.WAIL ASSEMBLY rsi „ SLIDING HOOK CLIP SCINAMON BLDG 17..- - CUNT PT 2%WD BLKG FROM CURT SET IN �� ANGLE.SEE STRUCT. BLKG SEE STRUCT. fm - - STUD BLKG SEE STRUCT �. SEALANT STL BEAM.SEE STRUCT. 1 �.... i. f CONT LEDGER.SEE STRUCT PRE-FIN.C-FLASH "' STL COL,SEE STRUCT. CATWALK TRUSS , 21 CONK PT 2A WD BLKG NOTE: CONT LEDGER.SEE STRUCT SEE STRUCT. ✓ DO NOT ATTACH PLYWD OR ANCHOR BOLTS.SEE STRUCT. ANCHOR BOLTS,8EE STRUCT. �` I BLKG.SEE STRUCT, /' MTL SIDING TO TOP TRACK TYP EXT.WALL ASSEMBLY OR ANYTHING ABOVE TOP _ *COMMON BLW TRACK DO NOT HAIL WITHIN STU BEAM.SEE STRUCT M'OF TOP TRACK.SEE e'GNU WALL SOLID GROUTED 0'CM WALL SOLID GROUTED �- - T-2 I STRUCT.DWG FOR MORE INFO. w/REMFORCEMENT.SEE STRUCT. w/REINFORCEMENT.SEE STRUCT. 10 314' STL COL.SEE STRUCT tF STL COL.SEE STRUCT. 13 ROOF RIDGE @COMMON BLDG 0 TYP. ROOF EAVE ®COMMON BLDG TYP. ROOF GABLE @COMMON BLDG ROOF SIDEWALL DETAIL 0 COMMON S ROOF ENDWALL DETAIL 0 COMMON 6 ROOF SIDEWALL DETAIL@COMMON C!� A d SIM A T HIP OF OFFICE BLDG o vz'-r-o" w 12' 10' ' BLDG/DATA TOWER i2" "0 BLDG/DATA TOWER N BLDG/OFF. BLDG HV2" 1-0- .� TYP EXT WALL ASSEMBLY TYP EXT WALL ASSEMBLY SAW CUT REGLET METAL ROOF HATCH-#OFFICE BLDG e R ■ \S{V $C 00 RICIE BLDG IN MORTAR JOINT INSTALL PER MANUF" LLB RONUP WAL SHOWN T INSTRUCTIONS RUN ICE&WATER UP WALL V MIN. ME-FINIS EO NTI ED FLASHING SHOWN I9HEDASHED 6 0 ( „ ME-FINISHED OC p EUP WALL 8'MIN SHOWN AS D FH'' NINGUN ICE&WATER D LG C20 GA.OVER ATEBREAK METAL SECTIONS SLOPE COPINGODHGHIN METAL RUN ROWING IpMEMB SACKER ROD& RANE UP INSULATED COVER - 1 SEE 25/ASS PER CALL OUTS / !FT PRE-FINISHED SIDEWALL PEB1H:1 �-" 1( PT BLK6 42'EXTENSION DEVICE-/ FLASHING , SEALANT BEAD b JOINT COVER pT 2 %8 PLATE TAPERED RIGID INSUL INSTALL PER MANUF / MI- Mil - V8`JOINT w BREAK METAL _ �� `- a INSTRUCTIONS ^ r i �L SECTIONS GASKE ASTENER ` m TEE ROOF PLAN A2.1 I �/ ) PAN ENO PANEL TYP ROOF ASSEMBLY CURD W/INTEGRAL I FOAM INSERTS w _-_ 2 - ?�--_ 8 P NT NU RDATA TOWER — i A CONTINUOUS CLEAT GAP FLASHING 1 ^1 LOW PITCH CLOSURE b ` -� I dP+. O EOSEB: LOU TERSINKB HEAD BY MFR 1. W TYP ROOF ASSEMBLY LOW P CH CLOSURE b \O'O L RUN FLASHING MEMBRANE UP (COMMON SLUG FOAM INSERTS AND OVER PARAPET. R W Z T. INSTALL 28 GA.COVER,8'WIDE _ 2'FIBER CANT FASTEN UNIT e kC CONT PT 2%WD BLKG TV ROOF ASSEMBLY OVER MEMBRANE.SAME PROFILE - SEALANT EA SIDE TYP. (COMMON BLDG AS PARAPET.2-DOWN EA.FACE. PER MFR. ANGLE.SEE STRUCT INSTALL IN MASTIC, CONT LEDGER.SEE STRUCT. BITUMINWS C/) ARGUE.SEE STRUCT. STUD BLKG.SEE STRUCT 3- SET COPING SEC OVER COVER 8'CMU WALL SOLID GROUTED •( FLASHING 0/ '" o o -cc - l i `✓ C \1 STUD BLKG.SEE STRUCT. _ 1 SET IN POLYURETHANE SEALANT wIREINFORGEMENT.SEE STRUCT. ANCHOR BOLT5BEE STRUCT B.U.ROOFING q1:� i CONT.CLEAT.SET BEAD 1/8'MIN GAP. wwr GWB L GM IN SEALANT 4- SET e"FOYER OVER COPING IN .NOTE. STL BEAM BEYOND zi PU.SEALANT AT EA.SECT[OH FOR MORE INFO.SEE DETAIL GEE STRUCT. - Q J ➢/ABC 8'CMU WALL.SOLID GROUTED R 2' T w/REINFORCEMENT TYP DATA TO r- STL COL SEE STRUCT. STL COL.SEE STRUCT, SEE STRUCT. ROOF ASSEMBLY i i/> OOF ENDWALL DETAIL@COMMON ROOF ENDWALL DETAIL@COMMON COPING EXP. CONTROL DETAIL CMU PARAPET DETAIL @DATA TOWER ROOF DETAIL @ DATA TOWER ROOF HATCH DETAIL @DATA TO T BLDG/OFFICE BLDG 1-1/2'.1-0 8 BLDG/OFFICE BLDG '-1/2- '-0' 9 11/2,-1 0' 10 3-•T-0- t1 1-1/2 -I @ _ 1112 . -o i. c, 1= SAW CUT REGLET 8'CMU WALL SOLID ECH DUCT-SEE MECH 1 __- ROOF FANNENT PER MESH. ^ IN MORTAR JOINT �USTRUCT, MFORCEMET A'6 0 MTL SCUPPER FLANGE COUNTER FLASH/EQUIP ROOF MEMBRANE- EXTEND S..L. ! 1 BACKER ROD b ° BASE BEE MECH. UP b OVER CURB `) SEALANT SCUPPER OPENING PRE-FINISHED COUNTER SEALANT b BACKER _ IN CMU WALL MECH.EQUIPMENT PT.NAILER FLASHING _ _. - b PRE-FABRICATED 1%P.T.CURB PT.2A2 CURB 7 ROD w ALL SIDES RUN SCUPPER SOLDER ALL CURB. P0.1 C.. FONT.SEALANT FLANGE UNDER SEE MECH FACE NAIL A O.G.w/ pERLITE CANT STRIP � Z FLASHING SCUPPER FLANGES. 24 SH COUNTER NEOPRENE WASHERS / � FLASHING. FACE NAIL TYPICAL PT BLOCKING V Q RUN CAP SHEET METAL SCUPPER 8IC PERLITE BD. W/NEOPRENE WASHERS. ROOFING FELT 3/ $1/x' *OFFICEFBLDG FINELY OVER SCUPPER _.-__. DRAIN BLOCKAGE INDICATOR 5/4'EXT PLYWD- V..U.0 yl NAILER SCREW TO RUN ROOFING BASE FLASHING m PREFAB CURB 2'MIN ABOVE s ^ 4'CANT STRIP GABLE CLIP o _ m CANT STRIP ROOFING _ METAL _ 1 GABLE CONDUCTOR.SEE TYP. FLASHING.ROOF ASSEMBLY FLASHING SEALED 0 AP JOINTS DETAIL 14/A80 ---- N ROOFFINVE 2'MIN 17 MECH CURB DETAIL 0 FAN °SCALE 1 vx•.T-O' 1 1-1/2"-1 A' FONT 2%PT WD BLKG DS.MORE STRAINER _ FONT.HOLD CLIP TYR DATA SR ROOF PANEL.SRF-2,e/ 4-CIA.METAL OS, ASSEMBLY TOWER ROOF TYP.DATA TOWER ROOF ICE b WATER SHIELD CONT TTN2XB RIWDM.FBLKGUT ROM 4'DIA MR.DS. ASSEMBLY 3'WIDE ALONG ROOF EGDE o/ MOISTURE BARRIER o/ SEALANT,TYP 8. NOTE,.VERIFY REGOMECH P.T.WOOD BLOCKING RIGID INSUL o/ �—STEEL CURB SUPPORT, DIMENSIONS w/MECH. VAPOR BARRIER o/ SEE GTRUCT, CONTRACTOR GR ANGLE.SEE STRUCT MTL DECKING.SEE STRUCT. 3/4'CEMENT FIBER BD TYP ROOF ASSEMBLY - GABLE CLIP - - VV CEMENT FIBER BD HORI YDATA TOWER - - -- RE-FINISHED GABLE FLASH -f LAP SIDING W /4'SEALED LAP JOINTS MOISTURE BARRIER o/ SCUPPER DETAIL @DATA TOWER �1CONDUCTOR/SCUPPER DETAIL MECH EQUIPMENT CURB DETAIL �1MECH DUCT PENETRATION DETAIL CONT PT 2X WD BLKG PLYWD SHEATHING.SEE STRUCT.e/ 1 82 NT 'Lv ev CONT.HOLD CLIP WO STUD.5[E STRUCT w/ ° @DATA TOWER 12 @TA TOWER ROOF 1R '° @DATA WER ROOF "'2 '° C ACKER ROD b SEALANT l BATT INSUL o/VAPOR BARRIER o/ TYP ROOF ASSEMBLY 0 0 0 PEOPRE.L-FLASH . VT PLYWD NEOPRENE CLOSURE SET IN 'L LAP MOISTURE BARRIER oMLASHING SLIDING BLDG TYP ICE ASSEMBLY TYP ROOF ASSEMBLY ��: SEALANT - CEMEN E W OFFICE BLDG MTL SIDNO.MS-2"o/ SHIM 1 5/18/99 CONSTRU. SET SLIDING HOOK CLIP CEMENT FIBER BD SINNG - MOISTURE BARRIER o/ P ED SAVE FLASHING w/3/4'OPEN . �� T:��'", SLIDING HOOK CLIP PLTWD SHEATHING.SEE STRUCT o/ / RUN ICE b WATER SHIELD 1/4'STL TE TOP G PAPER % UP WALL e'MIN. HEM TO HANG GUTTER WELDED O WT TOP CHORD i+ - EAVE FLASHING w/3/4'OPEN BA STUD GEE STRUCT wf , 25 LB LEAD FLASHING .-�tF^ BAIT INSUL oNAPOR BARRIER o/ SHOWN AS DASHED SLEEVE KEYHOLE RIB CLOSURE "�' + HEM TO HANG GUTTER J, I/2'PLYWD SHEATHING.SEE STRUCT L 1 X 1'CONT.DRIP ANGLE / CONT PT WD BLKG LAP MOISTURE BARRIER 0/FLASH ( PRE-FINISHED FLASHING tt NEOPRENE CLOSURE SET IN EP M PIPE FLASHING.TYP Izl CONT PT 2X WD ELKS$ KEYHOLE RIB CLOSURE _- SEALANT II PRE FINISHED SIDEWALL GUTTER STRAP FASTEN TO f ' I'%I'CONY DRIP fr_-' RUN ICE b WATER SHIELD _ _ FL48HING SEAL BASE w/GUNNABLE FRONT OF GUTTER b EAVE FLASH--�� ANGLE 1 UP WALL 8'MIN. " GRADE CAULK.TYP -' GUTTER STRAP FASTEN �_� SHOWN AT DASHED GUTTER wO WIDE '/^� + 1- +, FLASHING SIDEWALL ✓ _ GABLE CLIP TYP ROOF ASSEMBLY OUTSIDE(AVER ; -. GPRE ABLE I •OFFICE BLDG PLATE ' EAVE FLASH �- GUTTER HANGER OFFSET 11A ELEV. - ROOF JOIST.GEE STRUCT. BG TQ FRONT OF GUTTER b L PRE-FINISHED FLASHING FROM STRAP FLUSH w/OUTSIDE FACE OF PLYWD wa:mr.aw.x ' . . . .BEYOND GUTTER w/W WIDE MTL p8 / -- L OUTSIDE COVER RF --- PT 2XIO ROOF JOIST i SEALArvi AROIMD,tYP "- PLATE ROOF JOIST,SEE STRUCTGUT . mmr.wm EXTENSION SEALANT b BACKER R _ \ -FRO�R HANGER OFFSET CONT PT 2X WD BLKG OF WT TOP CHORD. 12)2%WD BLKG / - - ASSEMBLY M STRAPAS/DWG TYP SEE STRUCT. �� G� �- - SEA CEMENT FIBER BD MECH VENT.SEE MECH PAINTED.P- / / TYP EXT WALL ASSEMBL / / (( - -SEALANT.TYP TYP ROOF ASSEM CHH ROPPICE BLDG L J -/ i TYP EXT WALL ASSEMBLY YOFFICE BLDG STL Pt.ATTACHED TO \ BA G STL PL ATTgL ED TO BOTTOM OF E%TENSION qeo __- C TYP ROOF ASSEMBLY mw BOTTOM OF EX ENSION -i EL - 23.,5—-— F - OOFFICE BLDG FB / OF WT TOP CHORD. �i OR WT TOP CH RD. SEE STRUCT. , SEE STRUCT P INTED.P- STL COL BEYOND -� STL COL BEYOND SEE STRUCT. SEE STRUCT - SJ_-- 2029 EGISTE RFD 19 MECH VENT/PLUMBING PENETRATION 20 ROOF OV RHANG @OFFICE BLDG 21 ROOF DETAIL @OFFICE BLDG 22 TYP. ROOF SAVE @OFFICE BLDG 23 ROOF GABLE d WALL @ WRIST 24 TYP ROOF GABLE & WALL @ DORMER "ABGHI EG DETAIL 1 v2`-1'-a 1-vz.T-Q- I-v2-.r.D- 1-v2".r-a' 1-1/x`.r_o' 1-1/2-1-0' TYP ROOF ASSEMBLY TYp ROOF ASSEMBLY $C STATE 0'wg9NGTM SD Q TYP ROOF ASSEMBLY (,LJy TYP ROOF ASSEMBLY TYP ROOF ASSEMBLY TYP ROOF ASSEMBLY .OFFICE BLDG SOFPICE BLDG 7 "12 PoFFICE BLDG KEYHOLE RIB CLOSURE SLIDING HOOK CLIP @OFFICE BLDG wOFFILE BLDG {OFFCE BLDG FIELD BEVEL CUT PANELS KEYHOLE RIB CLOSURE SLIDING HOOK CLIP ICE b WATER SHIELD TO SUIT VALLEY CONDITION -L-il:--- GABLE CLIP GABLE CLIP GABLE ISLE EAVE FLASHING GUTTER OPEN REQUIRED 1 VALLEY VALLEY FLASHING w/4' 3'WIDE EA SIDE FROM PRE-FINISHED GABLE I ME-FINISHED GABLE PRE-FINISHED GABLE � HEM TO HANG GUTTER I , SEALED LAP JOINTS TRANSITION,SHOWN AS DASHED FLASHING w/{'SEALED FLASHING w/4'SEALED FLASHING w/f COHT Pi WD BLKG LAP JOINTS LAP JOINTS SEALED LAP JOINTS +-. $` TRANSITION FLASHING w/6' KEYHOLE RIB CLOSURE WIDE OUTSIDE COVER PLATE$ �✓ f ✓, CONT PT 2%WD BLKG T%T CANT.DRIP PAN END PANEL _ 1 1/T'W%4'H X 4'-0'L ANGLE +' FOAM b METAL CLOSURE SYSTEM - R{'OC BETWEEN INSUL CONT PT 2X WD BLKG CONT PT 2%WD BLKG GUTTER STRAP FASTEN STL ROOF PANEL SRP-2 0/ III SEE STRUCT. TO FRONT OF GUTTER EXTERIOR DETAILS B t RIGID INSUL o/ CONT.GALV CLEAT CONT,MTL CLEAT I CONT.HOLD CLIP E b WATER SHIELD FONT BTTEMINOES MEMBRANE o/ CUNT TRIM. CONY TRIM. R f l ' CONT TRIM. b EAVE FLASH REQUIRED•VALLEY Mn DECKING.SEE STRUCT :I OUT FROM PT 2%8 CUT FROM PT 1X6 ( COT FROM PT 1%6 PO R WIDE EA SIDE FROM VALLEY.SHOWN AS DASHED CONT DISHED FLASH b GAL¢LAP FLASH PRE-FINISHED EAT b l ` FONT.GALV CLEAT COLT.GALV CLEAT J i/2'DEFLECTION ALLOWANCE 2 1/ 1 2 11' GALV CAP FL,45H GUTTER w/6'WIDE DBO60.OS �} SEE STRUCT. !' CONT PT WD BLKG.TYP OUTSIDE COVER _ _ _ >- 3/4'CEMENT FIBER BD PLATE MAY 18. 1000 c 9/4'DEMENT FIBER BD PT WD BLKG i SEALANT.TYP EXTENSION OF WT TOP Y SEALANT TYP GUTTER HANGER.OFFSET.. - ` FROM STRAP L FONT ANGLE CHORD SEE STRUCT. -( M2'CEMENT FIBER BD PRE-FINISHED FLASH 8 E\98060\CD\A6.0 STL BEAM.GEE STRUCT. J SEE STRUCT. f- TYReXTPWALLL ASSEMBLY m..a STL PL ATTACHED TO FONT GALV.CLEAT ` 1/2'CEMENT FIBER SO BOTTOM OF EXTENSION ` {OFFICE BLDG 31C CEMENT FIBER BO P OF WT TOP CHORD, CUT FROM 121 CONT PT *OPSEE STRUCT, BLDG ROOF VALLEY DETAIL @OFFICE BLDG ROOF SLOP TRANSITION @OFF BLDG ROOF EDGE DETAIL @OFFICEEBLDG R ^I GONTANGE.6E£STREct WD BLKG A6 O coLSreucSET HORI LAP SIDING U TTP EXT WALL ASSEMBLY 25 28 ROOF OVERHANG EDGE @OFF BLDG ROOF EDGE@EAST END OF OFF BLDG ROOF EDGE@EAST END OF OFF BLDG-- ser --- o-v2 1-nr,r-o- 27 1-vr,r-o- 29 OP COL STUD m TYP ROOF LDGEYBLY A. TYP ROOF A55EMBLY 1 yVy d 51bREFRONT f OF,60L STUD OOFFICEROO BLDG TOPPLE BLOG `Y _- 6 STOREFRONT L q / 121 PT CONY 2%WD DLKG COMMON BLLp�ASSEMBLY TYP EXT WALL ASSEMBLY �,R, LAP MOISTURE BARRIER LAP MOISTURE BARRIER -Ilia LAPMMON BLDG o/FLASH / NEOPRENE CLOSURE SET IN 0/FLASH \ SEALANT ( NEOPRENE CLOSURE SET IN M•1 T H U N PREFINISNED DRIP FLASH l SEALANT Dore ur - —PT 2 X WO BLKG (� �-----PREFINISHED DRIP FLASH s v T'+[.a.•'•r l PT 2%WDBLKG I Ir se 7 WE GALV STL PLATE �'L PREFINISHED L FLASH/CLEAT X el ra ar SEALANT b ,} WELDED TO COL +us BROKER ROD i SEE STRUCT-TYP NEOPRENE O-FLASH { unnPa oeacx NEOPRENE CLOSURE.SET 1i GALV STY ROD IN SEALANT '\..�J w/LLEVIS.TYP SEALANT 6 BALKER ROD > PRE-FIN L FLASH ROOF JOIST BEYOND ( SHIM TYP ,. NEOPRENE CLOSURE.SET IN SEALANT STL PL ATTACHED TO BRTT INSUL 121 CONY PT 2%WD BALK BOTTOM OF EXTENSION 1/4'GALV STL PLAT[ ED TO In ATE 11'P[%T WALL ASSEMBLY �"" OF AT TOP CHORD. �' �) SIZEWEL PER DETAIL 10 61 __PIL U.O. CHANNEL l SEE STRUCT.PAINT ALL EL B'-0' &MTL SIDING WALL / ERT EXPOSED SURFACESCONT STL PL ATTACHED TO f P-21 —�� -�-' — �� t I PROVIDE DRIP BDGEC-FLASH „ 10 BOTTOM OF EXTENSION OF WT TOP CHORD. -h j TYP E%T WALL ASSEMBLY '� ( NEOPRENE CLOSURE SET Al Z - SEE STRUCT_PAINT ALL ' *MTL SIDING WALL JW IN SEALANT EXT EXPOSED SURFACES PRE-FINISHED DRIP FLASH P 21 ^- STL CONNECTING WT b PLATS ` NEOPRENE CLOSURE SET IN STL BEAM _ BEYOND.SEE STRUCL SEE STRUCT. - STL BEAM SEE STRUCT. \/'`� L ---- PRE FINISHED C-FLASH -, ROOF DETAIL @OFFICE BLDG 2 ROOF DETAIL @OFFICE BLDG 5 COMMON BLDG ENTRY CANOPY DETAIL 6 COMMON BLDG ENTRY CANOPY DETAIL CO 1 1-1/2--i'-0- 1-112" 1'-0' NOTE SEE DETAIL]IA8.1 FOR TYP NOTES b DIMS 1 1/2"•1'-0' NOTE.SEE DETAIL 7/A61 FOR TYP NOTES 6 DIMS. 1 1/2" 1'-0- /^/�^\l B CL W _ 1 t OF COL STUD STL ROOF PANEL.SRP-3.FASTEN TO STL ANGLE b A61 GLV.STL CHANNEL STof OREFMDnr CONT MR FLASH.TYP GLV STL COL BEYOND "� /�"-`" 6 5 REFRONT CHANNEL Nol DALY SELF-DRILLING SCREWS 98'OC uj GEE STRUC ./ _ w/NEOPRENE WASHERS.PROVIDE CLOSURE SEE STRUL \ GALV STL CHANNEL BEAM �/�/�1/ STRIPS&CONT)IS'GALV.SR SPACER /� SEE STRUCT.T - _- - 1'R GALV STL TIE ROD V/ GTL COL BEYOND,SEE STRUCT. 10 � �t. EXPOSED EDGES THRU,OUT PANELS LAP PANELS&PROVIDE SEALANT TAPE 6 BEAMS 1/4'GALV GTL PLATE w/N LLEVIS.TYP WELDED TO COL 6 CHANNEL GALV.STL CHANNEL STOREFRONT GLAZING �i 1'R GALV STL TIE ROD w/fJ LLEVIS.TYP _: SEE STRUCT.T SEE STRUCT.TYP - SYSTEM.TYP L I SEALANT&BACKER ROD IM ` L �1 BETWEENCHANNELSE TYP EACH SIDE "., / GATT INSUL.T '< SEE STRUCT.TYP ALUM SILL FLASH � TYPT MTL FLASH �� � � - p r DPW THRU 5TL CHANNEL } - _ _ _ 5TL ROOF PANEL E GALV.STL PIPE BEYOND W IYf GALV STL PLATE WELDED TO )`\_11 ' SEE STRUCT.tYP __ GALV STL BEAM SEE STRUCT.TYP OF C00NT GALV STL sTORE� W TZ { GALV STL ETOND GPEVSTRUGTHTNNEY \ &I/4'RE FT-- .� STL STL PANEL.BRPJ.PASTE ® VJ 1 E - SEE STRUCT. B 0.CHANNEL Cl Y I CHANNEL GEE STRUCT.. TYP N TO STL PIPES _ B.O. CHANNEL _ _ _ _B 0. CHANNEL GLv.STL COL GEES I w/te GLV SELF-DRILLING SCREWS 08'OC w/ F� W —_—_—_ VJ STL CHANNEL.BeB STRUCT EL B'-0' EL B'-0- NEOPRENE WASHERS,PROVIDE CLOSURE 1 GLV STL ANGLE.ME STRUCT - OONT MTL GUTTER STRIPS 6 CONT 3/8'GLV. STL SPACER J Q `. CON MTL GUTTER 7 NOTE: MIN SLOPE TO TOUCH UP ALL EXPOSED EDGES THRV-OUT --t / WELD BEAK PIPE FRAMES& PLATES TOGETHER DOWNSPOUT I PANELS.LAP PANELS d PROVIDE Z I. - IIF/4 'X 1/4OINT RSTL PLATE BEYONDATE TO PRIOR GUTTER PRIOR TO GALVANIZING.WELDED JOINTS TO BE MTL DOWNSPOUT SEALANT TAPE 6 SEAMS W ^ Lu '� WEL 0 TO STL CHANNEL BEAM&24'O.C. WATERTIGHT Lem LiJ OEM BLDG ENT Y--CANOPY'SECTILfN-tE7AI- NTL s.BEYOND / D 10 COMMON BLDGGREN NRY dCoIANOPY DETAIoL ii CoOMMONTE SEE AIBLDGL 7/A61 DREN TlP oRf 6ColANOPY DETAIoL 12 COURTYARD CANOPY DETAIL p IL BIAGA TYP OMS MS t - TYP EXT WALL AS6E1R B1LT� TYP EXT WALL ASE�MBLY C) BASE PER SCHED. / BASE PER SCHED. 11/ &OFFICE BLDG - I..' &OFFlCE BLp6 1 !!•�� TYP EXT WALL AsSEMBLq., -' i LAP MOISTURE BARRIER /� LAP MOISTURE BARRIER', Z RJR U TYP E%T WALL ASSEMBLY &MTL SIDING o/FLASH _ "- t o/FLA5H 1 I &MTV SIDING LAP MOISTURE BARRIER�) m J LAP MONSWRE IER I� NEOPRENE CLOSURE ET I�j °/FLASH IJ ., NEOPRENE CLOSURE SET�1� °/FLASH SEALANT 1 PREFIN(SHED DRIP Rq5) PRE-FINISHED FLASH l SEALANT �T SET IN SEALANT - CONSEAL NAIL .�/ -1+ PRE-FINISHED DRIP FLASH BEHIND FLASHING _ T_0. SLAB T.O. SLAB - 0 0' � 1/2'CEMENT FIBER SO X �� BASE PER SCHED. / f PRE-FINISHED DRIP FLASH a = NEOPRENE SPACER f - J BASE PER SCHED. <' '-�� SET IN SEALANT /� _ I / ��Y > �.--- 1/2'CEMENT FIBER BY 1 va'PT PLYWOOD `� SCALE 1 i/2••1-0' `� �-. NEOPRENE SPACER 1/2'CEMENT FIBER SO _ _ _ 4 P SECURE TO CONCRETE a — / SECURE TO CONCRETE /7 FOUNDATION {t 9 FOUNDATION J J a HARDSCAPE SEE LANDSCAPE 6 9 e It�\i 6TROCNRAL J _ 0-•SOLAR /t EO-•SLAB h. �) a CONCRETE V T1. a AQ - a HARDSCAPE 4 - SEE LANDSCAPE d _ - ��1EXT WALL BA E @MTL (SIDING WALL, ;16 EXT WALL BASE @MTL SIDING WALL ��� a 1/2 PT STRUCTURAL v J 1 0 3 1 I ( / CO SECURE PLYWOOD ` CONCRETE MTL STUD SEE STR L. SEE STL STRUCT. ,TYP. [XT WALL ASSEMBLY i na �rer. T/2_1HICK C NENT,elme'_�/A.,� .r. /A.._ T.. ,i ��.._ �.. TYP_EXT_MIT SIDING - fff - TYP_EXT_WALL BD HOR6.kAnDl,TYR �: — �K�IVA J_S6 P m �� L .�` - �- `� �I 5/18/BB CON STRU. SET WALL ASSEMBLY - ASSEMBLY 15 I/T THICK CEMENT FIBER �-- GROUTED w/ - = REINFORCEMENT OO EXT WALL BASE @OFFICE BLDG 'A)EXT WALL BASE @OFFICE BLDG �• &LONMON BLDG BD VERY TRIM TYP SEE STRUCT. MTL STUD.SEE STRUCT ^ 1'. i, SEALANT&BACKER ROD / 3 1 0 iO J IA �'t MTL STUD _ TYP.EACH SIE ° Ts. SEC STRUCT. � :\ � J CASING � - SEALANT -#♦ FlBER THICK 80 TYP CEMENT rl SECANT TAPE I /I� "t. �� L� T�� �i SPT HIM%WO BLKG 6 l �/ �,1 iI �( XL TYP- ( CONT VEfti Pi 2%4 WD TYP EXT WALL • �- BLKG.TYP BGG SEALANT TAPE t �� /' 1 ASSEMBLY l t jj8, SEALANT _ T,'' MTL STUD.SEE STRUCT. RP TYP- S[AIANT b BACKER TTP. ENT.WALL * 11 'COMMON BLDG i °.: �1 _ it ' (" ROD ASSEMBLY CONY GALV :v 1 V2'THICK CEMENT &COMMON BLDG ° it�l : n 1 C-FLASH.TYP. 1 FIBER BO VERY SEAANT TAPE.TYP wA$/"D'+WE. SEALANT AT 1/8'JOINT CONT.GALV C-FLASH •-- °a. 'll / 1 _.." / TYP.E%T.WALL TRW.IYP 4' 2' ASSEMBLY DHH G-FLASH.TYP. t 1M' ( OFF BLDG 4' 1/2'THICK CEMENT PRE-FINISHED CORNER 1 LGNT GALY_ WALL BASE CORNER @OFFICE BLDGe PR -FINISHED CORNER "- FIBER BD HORN. TRIM w/E%P.FASTENERS �. TRIM w/E%P.FASTENERS (t i LAP SIDING.TYP SEALADNT Ai 1/SR JOINT.TYP SEALANT WAHERS 4 ,1�4/ 24--�_--- ------ -- _ SEE STRUCT 3 1 O IBIS CORNER wl EPDM WASHERS U TYP EXT WALL SEALANT b BACKER ROD.TYP / PRE-FINISHEDE%P FASTENERS 1/2 li 1 1fj 1/2 PLYWO BUN _ ____ 5 EGISTERED 'I t8 EXT WALL CORNER @COMMON BLDG I SEALANT20 EXT WALL CORONER *COMMON 0OFFILEBLDG a 21 EXTS WALL CORNER @COMMON BLDG G 22 STOREFRONT JAMB/EXT WALL DETAIo / `,, 11 BEE TR WT.� ?^ _ pXp D.ENR(LH / J _ Q C _J, �B. TYP EXT.WALLASSEMBLY 1M'PLTWD \\\ 1 T s T CONT VAPOR BA (ER �� CONT VAPOR BARRIER SEALANT - .t J CASING TYP 1 V / ` 2%6 WD BLKG ( \ D 1 SHOWN q5 DASH / ��I B. �� �1 1 i _ SHOWN A6 DASH 12)2 X 6 WD BL 6 2 R STUD, BILKS STRUCT BEE STRUCT, 1/ 1 1 _ EXTERIOR DETAILS _ J ogslNc.rYP MTL STUDS it - �� 2X6 WD STUD S. SEE STRUCT V1'THICK CEMENT FIBER --� 1 / /1 1� \ �±j • A 1 BD HORi.LAP SIDING TYP 2%WD BUG IT MFFEBLD6 ALL ASSEMBLY 11 1�� 1 • - i OBG6G G$ -�� - it , "�� �1 STLcoL v1 1 ®t I �.- MAY 1.8, 1889 SEE STRUCT. i a EAB806OAODAA6.1 • r\ / \ SHOWN AS GASHED MTL STUD HDWDEASE PRAMS �� �--• ���� " SEALANT -� GEE STRUCT. EASE ALL EDGES CONY VAPOR BARRIER STL COL SEE STRU SHOWN AS DASHES \_ L STL COL.SM ST T, LWALL CORNER/COL *OFFICE BLDG MIL TYPSTUD, EXT RWALL/COL @OFFICE BLDG EXT WALL CORNER @OFFICE BLDG onr VAPOR BARRIER RWALL CORNER @OFF( see sieucr o — coNsrRucnET n 1 Gp G CE BLDG EXT WALL CORNER @OFFICE BLDG 4 EXT WALL CORNER @ 0 FICE BLDG A 6 • 1 ser ZJ 3"•t'-0' 26 3"•I'-0' 27 NOTE.BEE DETAIL 15IA6f PoR TYP NOTES b DIMS. 3"•1'-D' 28 NOTE SEE DETAIL 26/Afit FOR TYP NOTES b DIMS. Y.I'-0" 29 NOTE.GEE DETAIL 21 b 25/A01 FOR TYP NOTES& DIMS. Y•1'-0" 30 NOTE:SEE DETAIL 21 b 26/A61 FOR TYP NOTES 6 DIMS. >-•1'-0'�®m•�,w � _ t OF STUD A STOREFRONT STL PLATE.SEE STRUCT. TYP EXT WALL ASSEMBLY OF COL b - - HEADER SEE STRULT *COMMON BLDG 5TL CHANNEL ABOVE.TYP LINE OF t OF COL 6 SEALANT TAPE.TYP gTOREFR°NT SR CHANNEL ABOVE,TYP STOREFRONT LINE OF 6 TYP EXT WALL ASSEMBLY GATT INSUL.TYP _ STL CHANNE ABOVE. J *COMMON BLDG PREFINISHED CORNER TRIM PT WD ELKS 6 SHIM.TYP BATT INSUL TYP x/E%P FASTENERS x/ T PT WD BILKS 8 SHIM.TYP LAP BLDG PAPER o/ EPDM WASHERS SEALANT b BACKER ROD ttP.li DRIP FLASH 112 4 EACH SIDE -- TYP.EACH SEALANT a BACKER ROD ' �' -_ - N _ 1 NEOPRENE CLOSURE CONT GAL¢PFLASH PT 1X WD ELKS,TYP - R R e i SET IN SEALANT � XT PT 1X WD BLKG.TYP LA PREFINISHED DRIP RUSH PT 2X WO BLKG. i SEALANT :er gxess CONT PT M WD BLKG MTL STUDS / \ ' } - - - uszsq sx os I SEE STRULL - " ;�, �i 1 L - - ---- - _ I .t t OF COL tL-�- � - r p t OF COL - I_Y� _ t OF CO-STOREFRONT 5 h� - i, STOREFRONT T° rOREFRr T �r - STOREFRONT p - _� STOREFRONT - 1 6.6tUD ut i t OF COL .� - I A-� 6 STUD _ �T STOREFRONT \J ti-'- J CASING - PREFINI6HE0 L-PLASH/ CLEAT STOREFRONT GLAZING BE SEALANT.TYP ATSR'NID L. V1 SYSTEM w/INSUL GLASS STOREFRONT GLAZING BAAKE FIT 11/2'THICK w i SYSTEM w/INSUL GLA65 CEMENT FIBER STL LOCI SEE STRULTSHIM SO VERT TIE PT SHIM / 1 STOREFRONT GLAZING STOREFRONT GLAZING MTL STUDS.ME STRI STL COLY E STRUCT. I SEALANT NT Mn STUD'TYP I 1 sr1.coL, e s BTBT[N w4N5UL GLASS SYSTEM w/INSI�l GLASS 1/� �" ALIGN COL TO INSIDE IM'THICK l i'" 1 _ SEE 6TRULT. // /ALIGN COL TO INSIDE SEALANT SEE PLAN FOR INT z ..I `.,EDGC OF STUD LME \EDGE OF STUD LINE / CEMENT FIBER BD TYP EXT WALL J CASING J CASING WALL TYPE I -- N Qj - _ - 1. /Q I NONE. LAP SIDIN ��\ ASSEMBLY MFPWE BLDG �1STOREFRONT HEAD ®COMMON ENTRYD 2 STOREFRONT JAMB COMMON BLDG D 3 STOREFR0NTTE SEE DETAIL 3JAMBD@C0MM0N ENTRY D 4 STOREFRONT JAMB @C0MM0N ENTRY , STOREFRONT JAMB ®COMMON ENTRY 6 STOREFRONT JAMB ®COMMON ENTRY C!� t OF STUD b 3 I-0 NOTE.SEE DETAIL 2/A6O FOR TYP NOTES b DIMS 3•1'-0' cc t OF STUD d STOREFRONT STL COL BEYOND C STOREFRONT TYP FIRST FLR ASSEMBLY �� TYP FIRST FLR ASSEMBLY -- \bt+}/ tT SEE STRUCT,STOREFRONT GLAZING T STOREFRONT GLAZING ' SYSTEM SYSTEM STOREFRONT GILL C5-- - ------ --- C5 ___ ___ TYP ASSEMBLY FLR PT SHIM W CMU WALL SOLID #OFFMBLDG STOREFRONT SILL SEALANT b BALKER ROD TYP E%T WALL�gSSENBLY GROUTED w/ •.y ALUM SILL PT$HIM a TYP.EACH SIDE *COMMON BE. l GWBECENENT n - _ a SEALANT d BACKER ROD GONG PAVING,SEE STRUCT. J CASING .` 42' SEALANT A BACKER ROD I" F.F_2ND FL�TYP.EACH SIDE w \J SEALANT TYP TYP,EACH SIDE { EL 13'-0' L o SLOPE*t/4'/PT T,O. SLAB _ CONT STL PLq E,PAINTED ALL /-� SEALANT b BACKER ROD STOREFRONT GLAZING E%T E%POSED PREFACE.P-21 �� I TYP.EACH SIDE CD EL 0'-O' i$ �' STOREFRONT GLAZING SYSTEM w/ CONY STL ANGLE e CONY WELDED SO SR COL T0. SLAB CD ° 6EE STRULT.iNP \. INSUL GLA49 - _ 2 % 2 % 1/4 w ` U a t J SYSTEM WINSUL GLASS MTL STUD SEE STRUCT JOINT FILL \ 1 Lu CD - \—PAC FINLSHED SILL �' w A " w-\�4 JOIN*FILL GALV: I SEE ATIO VARI ✓ / -� _- SOIL PREPARATION / 1 • w ^ STL CHANNEL W d LAN III ��� 'III PER LANDSCAPE SEE STRUCT. Z a FLASH a �I ELEVATION VARIES � { III I III � � A III II i � . PTSHIM WD BLKG PT I%WD BLK ---.__ �/J 1112'THICK CEMENT FIBER SHIM BATT INSUL Q _ BD VERT TRIM.TYP ALUM TIME, F BT WIN. WD BLKG r W PT 2X TYP EXT WALL ASSEMBLY MFGR TO H J c *OFFICE BLDG STOREFRONT FINISH TYP STOREFRONT SILO 8 STO EFRONT SILL®EX CONC PAVING � EXT WALUSTOREFRONT JAMB DETAIL STOREFRONT JAMB/EXT WALL DETAIL L� 1 � LLU D — — t of CMU 3 I'-O. I V 3"•1-0' 3' I`-0' STL BEAM CC RW (C b 4T RFFRONT SEALANT b BAC ER ROD - - ---- SEE STRUCT STOREFRONT GLAZING CMU LINTEL wWlE1NF0RCEME -_. TYP.EACH SIDE' SYSTEM w/INSUL GLASS SEE STRULT. SHIM._TTP _ _ -- _ 12 STOREFRONT SILL/HEAD eOFF BLDG TTP � u'• L I4 STOREFRONT ANGLED ^ - -- -- NOTE.SE[DETAIL i/A63 FOR TYP NOTES b DIMS. 3'•1'-0" I•�-- - _ CD CORNER w/BRAKE Mn STL COL _ Y\ - Lys U FILLERS SEE STRUCT, _. _ STL COL.SEE STRUCT `� '! TYP EXT WALL ASSEMBLY - SYSTEMOREFRONT GLAZING TYP C Q - DRIP � *COMMON BLDG TYR UT TYP,2ACH BACKER ROD --- - ---_ �. _ T ALUM SILL FLASHING OFFICE BLDGU � HEADER.SEE STRUCT SEALANT A BACKER r WALL n uu ROD.TYP-EACH SIDE �' _ r� °E T� SHIM'TYP / WINDOW UCTURA 1. STOREFRONT GLAZING _ _ _ -_ PT WD.ELKS { I t SEE STRUCTURAL SYSTEM w/INSUL GLASS G - -- I 'I TYP - FREFINISHED BILL \ -= J BEAD L FLASH w/DRIP I CORNER - + i --- � / BLOCKING ti - SET IN SEALANT �� I - SEALANT d BACKER ROD - TYP. EACH SIDE \�_J _ A PLASHING.SET IN _ PREFINISHED MTL FLASH TYP 6T0REfR0Ni GLAZING ti _� .-.1 NEOPRENE CLOSURE ! _ �sEALANT BED *o PT 2X WD BLKG I TO MATCH Mn COPING - SYSTEM - _. �/' ? SET IN SEALANT z �. ,GALE V2••T-O•r> ' *DATA TOWER PARAPET _ _ I '-- --- - 1 CS-1 TRIM ANCHOR BOLT ° SET w r z INSUATE b SEAL o SHIM SPACE _ CONT CLEAT B,°- ALUM CLAD WOOD S 1 q' - _. TYPICAL EXT METAL SIDING o WINDOW 1 - -- 8'CMU./REINFORCEMENT ^� EDGE OF CONT STL WALL ABSENBLT 3 - j /. 1/2 PLATE,SEE STRUCT. TRIM BEYOND STOREFRONT HEAD®COURTYARD CANOP STOREFRONT SILL DETAIL t8 W NI DOW HEAD 0 ANGLED WALL '^ SEE STRUCT_ - 1, - i PAINTED ALL EXT J CASING_ -—L. _ --_= EXPOSED SURFACE.P- �A�STOREFRONT HEAD&SILL�DATA TOWS cs -- STL COL � `� � +� SEE STRUCT. ' I. 3 O ` 1 N I NOTE SEE DETAIL VA63 FOR TYP NOTES A 0IM5. 3 1-0 17 3-•T-0' Mn SIDING.M 2 0/ i PLYDG PA wO S RP PA THt G.GEE STRUCT / �.- - t OF GNU. /"��1f �/'-V� �-��r--� �i / �. V^���' �Z +n we �eea MTL STUD,SEEITRUCT w/ A Gr REFRONT `E $/18/99 CONSTRU_ SET B'CMU w/REINFORCEMENT -_ BATT INSUL o/ - - P-21 SEE STRUCT. TYP EXT WALL VAPOR BARRIER o 1'-2 _ z t,TRIM BEYOND 3/A'VENEER o L 5/8'GWB t OF STUD.COL b ! / 1 n .�z ALUM CLAD WOOD't,n �+ *SWTH OFFICE PLYWOOD WINDOW STOREFRONT /' 1 J �� BUILDING A SEAT �$ 3 vZ WINDOW STORE ONT JAMB 6 OFF BLDG NOTE:SEE DETAIL 2/A6J FOR TYP NOTES A DIMS. 3 T-D SEALANT b BACKER ROD / WINDOW HEADER TYP.EACH SIDE / - SEE STRUCTURAL EALANT SHIM -- 1) • / I / .� i-..... DISPUTE 6 SEAL �l i PT SHIM - �( SHIM SPACE STOREFRONT GLAZING ) •? - SEE PLAN FOR ? FLASHING,SET IN JJJ - 2%4 PT BLOCKING SYSTEM./INSUL ;I IS z 1 A ��L / BG TNT WALL TYPE - TYP 1 _ SEALANT BED WINDOW SELL SUPPORT 1 � ( _ WOOD SILL TRIM. INSULATE b SEAL / SEE STRUCTURAL EASE EDGE RF Y SHIM SPACE WINDOW SILL / z BLOCKING C SHEATHINGSZE 1 1/2'LS-1 TRIM A 2X PT BLOCKING \ _ �T S�WD �°- ALUM CLAD WOOD SEALANT \ J CHILI / SKC S-1 TRIM GALV STL CHANNEL ABOVE S WINDOW 1 TYP.BLDG SOUTH 1l2' FIB SEE STRUCT.TYP ; x i 1 OFFICE BLDG.WALL � � SBRLANT CORNER CASING TYPE CS-I SOFFIT �i V •'�-/A�--� 20 STOREFRONT JAMB 6 DATA TOWER STOREFRONT JAMB®COURTYARD CANOP TYP MTL CLAD WINDOW HEAD NDOW SILL @ AN' -WALL BAY 2029 �STERED SEALANT.TTP w I/2'LONT VERY STL PLAT[ ^1 �f O qq CONT VERT WELDING 3"•1'-O" 21 3"•1'-0" 22 2J nc¢wls SEE STRUCT. NOTE.SEE DETAIL 2/A63 FOR TYP NOTES 8 DIMS ows 3'•1'-0" J"•1 0' BTL COL _ SEE STRUCT. - _ _ _ - _ O' er /ti' ✓"\/' ��.�-✓ _ "�.- _'�� :'�� v/'�/ .V v.'_V�, 1 r STATE or w.vw6m1 TYP.EXT SOLTTYP� / o .1 )zo _ 1 % OFFICE BLDGI'WALLC i z TH OFFICE BLDG CONT VERT WE NG I WALL / I mI TRIM BEYOND 1 • AMKING I 3oa i ti ALUM CLAD WOOD K ^' SELL BELOW SEE STRUCT. / A0y CAULKING _ WINDOW \ C / i 3g 2X PT BLOCKING L = '• - PT BLOCKING I \ f/Z'CANT VERT STL PLATE _� ?� A �� �. o - WSIILATE 8 SEAL _ 6W5 WRAP i z_ / INSULATE b SEAL / SEALANT.TYP - / - -- ALUM Ctgp WO0 `3 i r �� <� �sennlnNr SPACE ��(1 '� SHIM SPACE WINDOW - ttP_EXT SOUTH 1\ —VA OFFICE WAL IUSUL - ALUM 8 2A PT BLOCK EAL)I \ i.�...\- _� BI SOUTH UILDING OFFICE ��'1 I WINDOW AD WOOD �� GWBLWRAP G NDOW DETAILS TYP.EXT WALL ,�-".. wm6Ow JAMB SILL BELOW \ SHIM svncE SEA��I MAY 005 18, 1988 MTL STUDS.SEE STRUCT. J ' SEE STRUCTURAL 1 WINDOW JAMB - C ALUM CLAD WOO SYSTEM w/INSUL 0LA55 t �' 1 �/ I Gy/8 WRAP - / 1�0 POINT N / J 1 WINDOWBLOCKING � E:A980fi0ACD�A6.2 STOREFRONT GLAZING SEE STRUCTURAL —2X PT TYP WINDOW DIMENSION CAULKING SILL BELOW STOREFRONT ANGLED POINT DORMER./BRAKE MTL fV-_�- �� �,� i ��� _ TYP EXT,SOUTH FILLERS '`�^� /\Ob1�CE BLDG WAL�! ��, CONSTRUCTION �1ST0REFR0NT JAMB DETAILS ®OFFICE BLDG WINDOW JAMB ® ANGLED WALL BAY TYP MTL CLAD WINDOW SILL 29 TYP. MTL CLAD WINDOW JAMB 30 WINDOW JAMB 6 LIBRARY CORNER ' ser o.cw.. 5".1'-0' Ac-xwP 3"•T-D slows 3'.1'-O'ivm.®+•w.+•.m•F. i - - _ YLOMMON BLDG / TYP EAT WALL ASSEMBLY �_i' TYP EXT WALL ASSEMBLY TYP EXT WALL ASSEMBLY I $'� TYP EXT WALL A55[MBLY TYP EXT WALL ASSEMBLY HEADER SEE STRUCT. \/ TYP MO WALL ASSEMBLY \ oCOMMON BLDG IJ oOFFICE BLDG oOFPICE BLDG , oOFFICE BLOC �`� oOPFlLE BLDG / \ DRIP FO E. BARRIER v/ w -/ LAP MOISTURE BARRIER v/ �'' LAP MOISTURE BARRIER e/ _ ` M IRT H U N - DRIP FLASH �� \ 1 DRIP PUSH ^� I ' °• • u.o NEOPRENE CLOSURE �, SEALANT TAPE.TYP �_ `� ��� r u r r •Rs o SET IN SEALANT 1, / PREFINISHED DRIP FLASH -I �' ( .: HEADER.SEE STRUCT rw u •ew Ixa Eau --/ JAMB STUDS.SEE STRUCT. .. JAMB STUDS.SEE STRUCT. NRVRITRaevu n[rnO ra n HEADER.SEE STRUCT. ` w/EXP FASTENERS `�--' PT SHIM ROOD p b BALKER uTuur�nna. I - PT 2%WD DLKO - -� - --� PREFINISHED CORNER TRIM 1 � PT SHIM API r / PREFMISHED DRIP FLASH i EPDM WASHERS PREFINISHED DRIP FLASH Ill ! ^ 112 CONT GALV C-FLASH 112 f;- SET IN SFALENT I/2 1/Z ( _ c N PT t%WD BLKG PT 2X WD BLKG L_ PREFMISHED L-PUSH/ SEALANT b BACKER ROD _ ` C R%13.4 GALV STL CLEAT SEALANT.TYP CHANNEL.PAINTED. ( 1 ATTACH JAMB ANGLE v SEALANT b BACKER.ROD SEALANT b BACKER ROD HM FRAME.GROUT SOLID PT 2%WD BLKG PER MFR'S SHIM SHIM HM FRAME.GROUT SOLID C G%134 GALV STL RECOMMENDATIONS Z 1 HM FRAME.GROUT SOLID HM FRAME.GROUT SOLID _ _ - DOOR PE R SCHEDULE __ --DOOR PER SCHEDULE CHANNEL PAINTED.P- - OVERHEAD COILING DOOR ^ T n OVERHEAD COILING DOOR - -'--- SEE DOOR SCHED, EXT HM DOOR HEAD ®COMMON BLDG L EXT HM DOOR JAMB ®COMMON BLDG / 1EXT HM DOOR HEAD ®OFFICE BLDG EXT HM DOOR JAMB @OFFICE BLDG L EX SEE F bLB PAINEDGTLDGGR DOOR PER SCHEDULE DOOR PER SCHEDULE GLIDE BY DOOR MFR n z T COILING DOOR HEAD ®OFF BLDG NEXT COILING DOOR JAMB *OFF BLDG C#0 1 OVERHEAD COILING DOOR STL PLATE.SEE STRUCT. ■ ■ TYP FIRST FLR ASSEMBLY TYP SECOND FLEE ASSEMBLY TYP SECOND FLR ASSEMBLY TYP FIRST FLR ASSEMBLY SEE DOOR SCNED. DOOR SWEEP --- w DOOR SWEEP DOOR SWEEP DOOR SWEEP DOOR SWEEP --- --" DOOR PER SCHEDULE -- - -- DOOR PER SCHEDULE DOOR PER SCHEDULE TL CHANNEL BEYOND CID xxm--- I MIDR PER SCHEDULE ---- 1213X PT WD BLKG x --DOOR PER SCHEDULE x - '--`�. MTL THRESHOLD QMTL THRESHOLD Q MTL THRESHOLD MTL THRESHOLD Q /� MTL THRESHOLD Q / SET IN SEALANT lv � SET T SEALANTEX SET IN SEALANT INT. EXT. SET IN SEALANT INT_ EXT_ SET IN SEALANT CONCRETE PADEXT. INT CONC..SIDE WALK GALV 6TL PLATE iv GALV STL PLATE ` CONC SLAB ( SEE STRUCTURAL GALV STL PLATE 2'MIN, I' N IN SEE STRUCT. IN. Y IN T0. SLAB FF. SECOND FLR F.F. SECOND FLR T.O. SLAB XR�yLLAg E.� p, 2ryp FLg SLOPEiV47FT Z " EL ° 0.0'CT a. ° EL.116' EL -13 . ' a'� i EL ° 0' ° • • %° a. --Elite• 0'-00, DUEL . 11-6' p J+ C3 RUN MOISTURE BARRIER UP / RUN MOISTURE BARTER UP TO UNDERSIDE OF THRESHOLD — _ TO UNDERSIDE OF THRESHOLD ` _-_ --_ W J \ PRE-FIMSHED C-FLASH - PROVIDE DRIP EDGE _ _- MTL STUD.SEE STRUCT e' tr —_� —_ • NEOPRENE SPACER ° 11L=III—_ TT NEOPRENE SPACER 6TL TDBE BEYOND SEE STRUCT C --� ° _ ; STL BEAM BEYOND.SEE ` ® y PAINT ALL EXT EXPOSED L —III —� a ° �� —� STRUCT PAINT ALL EXT U I Allali— - � 11 SURFACE P �� 1 /T ��_������ � . . � �� �� � ��, EXPOSED SURFACE.P- �• / --1 °-- SEOTPIN SEALANT RE n • V —� —� ° V` —� 0' EIN WALL.SOLID GROUTED 2 Q " llrII��t1��- _ �� TYP UT WALL ASSEMBLY �� ��������� n v ! ��� �� w/REINFORCEMENT.GEE STRUCT. W oCOMMON BLDG ( STAIR CONNECTION BY �I1 .�° ( �- BIDDER DESIGN -.� /�, �.��/'-� �- ` LEDGER b ANCHOR BOLTS J Q MTL STUD,SEE STRUCT. ��." TYP SAT WALL ASSEMBLY — �_ I bEE STRUCT. —STL PNOLE.SEE STRUCT. �— "FFICE BLDG NEOPRENE SPACER J CASING J CASING �— ' NEXT DOOR THRESHOLD @GONG WALK 8)EXT THRESHOLD*COMMON BLDG 9 EXT DOOR THRESHOLD *OFFICE BLDG IO EXT DOOR THRESHOLD *CONC PAVING 11 EXT COILING DOOR THRESH OLO ` 2 EXT DOOR THRESHOLD ®DATA TOWER W E W / 3- 1.0.. 3• 1.0• —. 9-.1'-0- 3'.I'.O' 3•=T 0' ,a >.• i 0• -- NOTE:SEE DETAIL 101A6.3 FOR TYP NOTES. '^ M Te4'X3/6' STL ANGLE \ ' WELDED TO ST MEMBER a� / V � 1/2'%3'STL VERTICAL SUPPORT 314' DIA. GALV. THROUGH BOLT CBEND ALL OMPONENTS TO MATCHNCORNER / v T I DIA STL PIPE ANGLE TTP 1 PLUG AT ENDS 3/4' DIA STL ROD. �L - - - WELD TO FLATBAR b O ---� '— PIPE RAIL - -� —. O �j y�Aq I SCALE W) FLATBAR GALV 5TL J PZ' 1 EDGE OF STL FLR PLATE �N I - 1' pfA GALV. STL PIPE LINE OF GUARDRAIL ABOVE WELDED TO FLATBAR _ FACE OF STEEL MEMBER — WEB BELOW PLAN 4' GAP MAX TYP. GUARDRAIL CORNER 0 _. `v BALCONIES U.N.O. 1-1/2 .T-0- 0 PER STRUCTURAL LATE o.. 5/18/99 CON BTRU- SET O AE/B'GAL NGL V.STL STLLMEMBER ED TO 9 421 3/4' D. GALV STL 0 THROUGH BOLTS STRUSTL CTURAL PER v4 RF DAB/DWG NCH / SKC Fe NOTE.ALL HORIZONTAL RAILING 1 MEMBERS TO FOLLOW CURVE OF I FLOOR PLATE [N DATA TOWER UNLESS 2 029 NOTED OTHERWISE / EGISIERED 25 TYP. BALCONY GUARDRAIL ARcw -0l2"•T-0" As D. EMREOH / STAR 6 NA91NG1IX1 n i --- EXTERIOR WINDOW & DOOR DETAILS 98060 05 MAY 18. 1999 E\98060\CMA6.3 A6 • CONSTRUCTION SET ��✓'���..�vr—�/'� %\i'ti�� �/--w,--•ems—�-1 f ti'�%V����\�:,. i—w/-���y/'�/V�. v/ '��.�� T G TRANSOM WIDTH TO TRANSOM WIDTH TO \ DOOR PER SCHEDULE. DOOR PER SCHEWLE. ID T MATCH U MATCH _ MITHUN ae S'-0' 3'4' S'0' S'0' y q \, Q •e w x w w a aun ur•u; j 12'0' o I2 /J T-E' ♦0 4 O 4A {'0� 9.D. 4.D. 4.0. SG axlxeel exaarere / V V 5 0 2R 3 2 6 1 .� _ ux n e una• r 9 ❑w ti 46 IL \ n r o ❑ m El 4'.P � ❑❑❑ � .a �� ❑ � \\\ SO SG \\ ❑ o w O 0 o m u H O q� m t m O O O p m a � _ O ' m b o \ O � SILL HEIGHT- SILL HEIGHT- SILL HEIGHT- SILL HEIGHT-J'-1 3/4'AFF. SILL HEIGHT-2'-0 3/4'AF.F. STILL HEIGHT-2'-5 3/4 AFF. SILL HEIGHT-2-0 31 App. SILL HEIGHT- SILL NeIGHT 2 4 J/4 A F 1 SILL 3/4'0.F.F, 2'-5 3/4'AP P. 6'-5 9/4'AFf. 2'-S 3/4'AFF. c STRULTUML BREAK STRUCTURAL BREAK / SILL HEIGHT-2-11 514'AFF. SILL HEIGHT-2'-11 31C AF.F. BETWEEN WINDOW 6 BETWEEN WINDOW 6 SILL HEIGHT- •SIM. •SIM. DOOR DOOR 2'-11 3/4'AFF. .GI © O O t> © O O O cry D CS CS W 96 8 ❑ CCTYP. 2 4❑/2 V J DOOR PER SCHEDULE. E0.3 ry � 003 EO3 E02 E0.2 Eo3 EO.T EO] E0.1 ETYP. TRANSOM WIDTH TO - !0 Eo EO FO EO EO Eo to Eo EO MATCH n / T T - EO EU !o U, Z SG SG SG SG O o SG SG SG W F— CD SG \\ sG SG Be SG SO !D� 80 SG SG SO SG 50 6G 5G \\\ BG SO % SO Be SG SG % 6G W Z Z T \ 1 i Q uj _ C!)SILL STL.COL SEE STRUC . $CHEDU ER-S TL LOL GEE STRUCT. SELL HEIGHT-0'A'AFF. SILL HEIGHT-0'-0'AFF \ STL.CHANNEL SEE STRUCT. XEIGHT- STRUCTURAL BREAK W T + HE 3/4' BETWEEN WINDOW 8 i AF.F. DOOR SILL HEIGHT-0'-0'AF.F. COMMONS-EAST \� ® Lu MAIN ENTRY-NORTH Q O O '^ Z U Q �v Q Z !o Eo !o EO Eo EO e0 +-0' 9�1' / Eo 'EO EO EO EO eo EG Eo to EO EO e0 S] ITS Go GO 84. 6. b z4K \ \ q - A\ SO SG SG ITS SG SG SG SG SG A SG SG SG SG SO GO _ SG. SG SG SG SG / 3.'0. m _ 11 � LE 1/4LE 1��rn m n r SC _ 'k _.. 1 - JILr +\ FIRST FL.SILL HEIGHT- /\ 1 SILL HEIGHT-9,(Y AFh 3'GILL HEIGHT- GILL HEIGHT-0'-0'AF.F. FIRST F SILL HEIGHT- FIRST FL.SILL HEIGHT- ND F. -10'AFF. 2'-8' F. AFF. SECOND FL.SILL HEIGHT- '\ SECOND F T'-8'PL.SILL HEIGHT- SECOND FL,SILL HEIGHT- SG SG Be 9G 2-8 A.FF. t '--1 COMMONS-SOUTH O O 2'-8'AF.F, Q 28''- AFFO I S N Qi 5/18/99 CONSTRU. SET o T m 1 l\ FIRST FL SILL HEIGHT- _ FIRST FL,SILL HEIGHT- 0'-0-AFF. 9_0'AFF_ B0 /\ SECOND FL.SILL HEIGHT- SECOND FL.SILL HEIGHT- I �� o'-o'aFF o-o'A.FF gp w DAS/DWO SC WINDOW TYPES \.. �/ �-_� �-��� '� ��_%���-��/`�/`�❑ FB t� 1 202 GL64Z. pep, SLG. I'IO� .S AER�CH RFD �I, As D. EMHIRI i STATE_wASWGAN WINDOW TYPES 98060.00 MAY 12. 1090 E:\98060\CD\A6-5.DWG t �� ,F CONSTRUCTION _ J SET M;THUN �::•,:: GWB. ie.n ay. .:aan an ns � _ SOFFIT DERS TO 1 O O =. CABINETSUNDERSIDE OF t �xvuu va�u [-n1CABINETSO J/ �ltt w8R eoxa.a „�/ I`� 1 1',IVt, `tt5�l�tt'4till ttt` _ OWER� NEN6 00 O 0 I ---- - - CLOSET=- ' - - - 3°- - --0 MTRy OWB../-s.�.I / 1 _ \ 13 EX SEO O LpOD�T — GWB 0�'-0. ITO UNDERSIDE IOF DU T01 2 `Z! n 11 C1 i IX O sA*BxO AB e r I �u sFes1crvRAL SEE SHEET A EXPOSED FOR CEILING 7( — II Aln C1 C a ABOVE - - - -- C Q p0 E LA SEE SNEET AJ.1 C9 FOR Celt"INFO 3° x° I Lu r !i x> III FIl-y E% ED A°A t O O Aw STR T- T - I'� -� _ �, WOOD D[CKINS AED 11 see STRUCTURAL r //\j V. r E%POSED ' Y� ATRUCT. f H. ELEY. O V 1 i I _/ Z ABOVE nt _._ n_ � _ _---- — ------ a----- ii vLL 0 Lu Z veovoT DOVE sL T RUCTD EXPOSED v�QJ STRU SUTT ABOE � ILLJ 91Y.OPP.MAIN __ NOTE: • . ■ yJ L L.L. IN THE SOUTH OFFICE BUILDING.2X JOISTS 6 PURLING �� �� �pp53) NOT SHOWN FOR CLARITY NI DRAWING 2.SEE STRUCTURAL MECHANICAL.ELECTRICAL B F� %J z DRAVNNG DRAWINGS FOR ON A PIA SYSTEMS. USE THIS DMWE FOR COORDINATION R PLACEMENT OF STSTEMS. VJ LL 12 0' 12' 10'-0 C SU EVENT OF A CONFLICT BETWEEN SYSTEMS. ^ O CONSULT ARCHITECT. J TYP.AT OFFICE m LEGEND �•t Z o SECURITY CAMERA U Q ® RETURN AIR REGISTER 51 NECTRMI ALOCE OOFF11 EXPOSED p)y, ® ELECTRICAL CONDUIT ROUTE st , STRUCT w ABOVE � ® DATA CABLE TRAY ROUTE SIR ---- _---- - - HINGED ACCESS HATCHDATA /�►`slM T xx .. CABLE SW. / °TYR.AT TAR C T / 1 TRUE NORTH DOMI 0a DATA CABLE 5V5� I Aa j TRAY 5> ` � n SaT ^- 05 TYP.A o -mil AT /! i i�i8• -- _ � / MJI tr t 61% 4 5 SCALE 1/9'•1_0' _ Tt 5p8/99 CONSTRLL SET ST ' B.O.TG,6' F. gt '/= s.♦ I - _ - /�cJf) — /� _�'�41. � �-�. W AGO ' ♦ � \ _ J DATA / '.i'� t� \ V / I �° -�-� •� - xy°. TRATE / y V A♦t ` -� , �.✓'VA,-� 1� I'i!l 1l _ SW it Ra SOFFIT VENTS EXPOSED G. Iflt ,> ux ... cne�e ,t� news l /r %PoSED (I DATA /r !I �t ,�� IF1 I I E%POSED STRUCTURE --I TRUCT ASIDI D��WG DAS STRUC I m ROLL UP �H �\ ! RICE TO EXPoS VV FB DOOR %� _ _ OFFICE / i FTArR ' BTRULT • _ - om l TAIR ARV '� PBOVE Ida 1 _ ss J �� LECTRICAL AAA_ l,�Y pl N STORAGE STORAGE A IV • 2029 � EGIS7ER PO6FD- —` �� 1 V CEMENT FIBER BOARD SOFFIT LJ 'I i I�FL �tiRs� \_ l,GWB.s-o'r TYP.AT WCG O �� A !, N WBR6'0- �/ O ° HALL o D`_ FIRST FLOOR / ® o \L REFLECTED CEILING PLAN ✓ C g� J S� 08060.05 » _ MAY [a. [aoe f, rGYP Ai / \ '�_ -� ' xT sy !A98OWCOW7-0 / CONF.ROOMS l u 1 A �/• O CONSTRUCTION SET n FIRST FLOOR REFLECTED CEILING PLAN m i27I M;THUN ...•x .•. T ACCESS LADDER TO ROOF Ia=•Ix•aa aau ACCESS HATCH nnu Iaux oanu TO ROOF ED 1 / S TUR R F Q SEE ROOF PLAN n oars •11 ST MECHANICALUNI � SEE ON ROOF SEE MELH-PLAN I I I I I - 1 — -- eEBOVG XPOSED 1 --�----- STRUCTURE 13 GINS•8'0' I C AL I nA \I //•� ACCESS ADDER { vJ A O R00 GWB 18.0' I STRUCTURE oED ABOVE W S, - - • xw ' i STORAGE MEZZ. PLAN [ c a � 0 0 M rD 8 0 DDT o ' — -- — �T ® M Lu Z ', STRUCTURE ' -ABOVE C5 GINS V-0-4 R v r, 1 AFF. xo Y— As 81M DPP.HAND EXPOSED STRUCTURE v J ss ABOVE o TYP.AT Z tx— �/rJ)� OFFICE MOMN COMMONS BUILDING.METAL DECKING IS NOT 0 SHOWN FOR CLARITY OF DRAWING 2. IN THE SOUTH OFFICE BUILDING.YX JOISTS b PURLING NOT SHOWN FOR CLARITY OF DRAWING p 3. SEE STRUCTURAL MECHANICAL ELECTRICAL 8 LIGHTING DRAWINGS FOR SPECIFIC SYSTEMG. U THIS xa INTHEDRAWING FOR COORDINATION 8 PLACEMENT OF SYSTEMS �S7y EVENT OF A CONFLICT BETWEEN SYSTEMS. MA CONSULT ARCHITECT. SIR [CE r � r 1 -TRUE NORTH . R M.1 a SBA / r r TOP.AT r r DORMERr%� r r — -- SCALP s1/8'.1=0` zun>n xs A 1 Mr Gws•e'-0' / za / / / ' ��� ' '' ' _�- - ^ n0 5/18/80 CONSTRU, SET AF.F. s {� ® ®d MM _— CDNP. ® ONF ST p/ — i T 10 . o R00M WAII '�� _ ExoDxa b _1_ T '1 ❑ _ DAVIS•10.0 AFR IF RF GWB•B0FF .o.a _om EXPOSED ®� ® DAS/DWO EXPOSED / \_� f �' �/ A60 FTURE ��� ❑ V DA5 STRUCTURE I ABOVE �" F8 �OO11F.® GWB.e,p _ OWD.9 AFF. « ❑ �_ I � MJ �vx �N - �� �� TA1 _ 1 w AFF � \J�� y � ¶� POPS EGISTERm / A� �W EXPOSED STRUCT �; T -i G •10'-0'XF.F. AB D. ENRidx _ URE /7j/� oft1j �r r� ABOVE /N � STALE6 WASRWGIOI MB E p r � ❑® �s e'-0' ED / �A I_ 1 O x _(fVM A, lrx EXPOSED O I _ - ' STRUCTURE ABOVE 11 L VES TTE/ I s0 r '\, �� I • • a • GTRUCOIAtB � Q �� �S ® ��® '��- A 1 �\lI �� •I O ABOve a I — SECOND FLOOR REFLECTED CEILING PLAN I j' Vy1�Dpi�0p CORPBtc ®CONE 99060.05 18. 1000 U E\98060\CD\A7-1 / I I 6W8• x> D'-0'A.FF Au A� 1 CONSTRUCTION STAIR SET SECOND FLOOR REFLECTED CEILING PLAN @"9 �•w�•.�...�-. CATWALK it -GIDING PER EXTERIOR tLFVATION CH MIiTHUN ES, N uuue.... r I M, Mb SENTRY LOBBY 6 BREAK-OUT SPACE cf5 SB SC SC �� BLu �tl"MIR TO SHEAR WALL BEYOND, TOP OF SEE STRUCTURAL SHEAR WALL y MECHNo"FOR ANICAL RETURN AIR INOSHEAR WALL CL Q C Q CG CF��� • Q HMF HEADER I ROLL DOWN M.FRUCTURAL If SHADES.N.I.C. I A ED W-0' 8'-0' '-o- a'-0' ED O SPAN OPENING T AS REG TO GAT �� /�� E%POSED PLYWOOD 9HEAR WA L Pu IS-1 FINISHI.NAILING PATTERN ` st ®� 0 O PER STRUCTURAL ALIGN NAILSHORIZ sy n O exB nu j Q Z 1 CARE SHOULD Be TAKEN WITH Y. u FINAL APPEARANCE OF NAIL N ,PATTERN ® NOTE:THIS PARTIWLAR CABLE TRAY W ••� 0 N O .,i WALL.ALONG ORIMINE 8'0' 9'-0' e'_0' 9.0 'J lYL FROM DATA j S1 IS NOT AN ACTUAL b ROOM co 0 $TNCNRAL SHEAR os s b N 1 ewe n» le I' �1 WALL BUT SHOULD - + . a JA, 'L\ - RESEMBLE ONE MEN f; %' yp x ax - \ au p� Z q LL r " FINISHED. I W W Puna NORTH ro ENTRY LOBBY 6 BREAK-OUT SPACE 3O Z � O U PEN OFFICE 134 / 214 OPEN OFFICE 134 / 214 4 SHEAR WALL BEYOND. GEE STRUCTURAL SB SC 7 sa SB sc OPENINGS FOR •�" '�' MECHANICAL RETURN AIR IN SHEAR WALL BEYOND 2 MIN TO INP OF WALL D 1 -0 Aeb Ep 8'0' 8'-0• 8'-0' FO -ti EO B 8'-0' 8 0" EXPOSED PLYWOOD SHEAR WALL EO P. RAIL' TYP. EXPOSED PLYWOOD SHEAR WALL S1EEL TYP. GUARDRA,L P R16 GMD Q PLY Wpm 5y T - 11 m SY$TEM GO 0 N — 9/AQfi r/ SCALE 1/8••1'-O' e .. _ ---€ B'-o' e'-o' a'o• ED ED e•-o' e•-o• 5/18/00 COMSTRU- SET az WEST EAST WEST' r� 5 OPEN OFFICE 139 / 223 OPEN OFFICE 139 / 223 i OPEN OFFICE 159 / 250 BG RF DDAAS/DWG KT/SC/MS FB i — �- ✓_\�-� e.�� i 2029 Ep51ERED AR es �pE OMD 0.9 GND P-C es / \ j \ �p� OFFI � s INTERIOR ELEVATIONS WES SOUTH 09060oo OPEN OFFICE 250 VESTIBULE 133 / 213 j MAY 12 1999 ve'.no' E\98060\CD\A8-0.DWG Q .O CONSTRUCTION (� SET i COMMONS 9LDG CF Q CE CD ROOF STRUCTURE CC CD CE SEE 14/A60 STL TRUSS MR STRUCTURAL M ITHUN / SPEAKER CUTOUT / V �' ✓�\� VIEWING SURFACE P-U CAMERA CUTOUT ca we v. s v- U A� . Z STbRAGE 1047 CO x — W` ELECTRONIC WHITEBOARD V/ N.IC. wxmRi � WEST NORTH ^ LIGHTING DWG. ART NDICAT p WNERE Z 1 O VIDEO CONFERENCE 106 VIDEO CONFERENCE 106 VIDEO CONFERENCE1/4'.1•-0• 114'.1'-0' , . ■ II— LM4d /R TRUSS PER I..L W Z STRUCTURAL Z Q /V �'_1^ O VJ W Q Q Q /�_ 6NE R V/ ewN v-. W � u`J LINE OF SHELF AT LOBBY '��\�V�\/'�,� v �V - r --CE -lqu CJAJ O. I v Q I Pa � Q L ---- o --� < E L 9: Ve �-� - _/ WEST RECEPTION DESK EMT — BIXITN VIDEO CONFERENCE 106 5 ENTRY LOBBY 107 6 HALL 154 1/4 T-D. 1/4'.1-0 o mn, SCALE 51/8'•1'-0' mQ 5/18/99 CONSTRU. SET BGG RAF.on DAS/DWG KT/SC/MS FB M 29 4EGISIER 1 AR Tx AS 0. EMRICH STALE OF MI9NGi01 INTERIOR ELEVATIONS - 08060.00 MAY 12. 1999 ... . Ed98060\CD\A8-O.DWG A8. 1 8• "I CONSTRUCTSET M ITHUN .r wsnnw a nw luwl rtto+oww rulnrl yr+rrr e uwwlwe u+ow nnu • LOUNGE AH� M KEY PLAN xoWER YKAYAK RENTAL FACILITY Iif11ME FITNESS U CENIER�IIL�—llll v LOWY OFFICE NORTH LOSDY OFFICE WILDING W 0 M COMMONS WILDING 13 `^� V D c1 MAN m ® ® 03 W SHOULDER" % DATA TOWER SOUTx OFFIce a 'I WILDING C.^ STaI r ELBOW' ® HALL01 % v, O es O vES --©4 wrtlsr MIT COW L I J 1-- C�8 m Lu z w ® O Z U O cs = wIF v-1 ¢ ~ coIz � R'o 136 135 1 103 10 10 C/ r-n vz Q Z � Lu � W T 0- 9 8 i C ) cc 31 132133 10 10 10 NOTE: Z � O FURNITURE SHOWN FOR = � REFERENCE ONLY. SEE mbi SYSTEMS. INC. DRAWINGS FOR C/:)ce U + ACCURATE WORKSTATION LAYOUT 1 25 126 127 110 111 112 1 rRLe NOxTH CJ r124 123 1 115 11 11 z 19 120 121 116 117 118 6 �sw s + Fll 1 n FFRF117 m 6��a(99 �bMsrta SEg STAIR O r; T S a 137 14 LLwy fis 138 143 RI•.a.. 141 4 DAS/D HARDWARE 139 1941 149 . 181 �Asmwc 140 47 15 STAIR 173 176 -AS/ MS ReMPANG 145 150 Sb 180 �... 6 170 46 153 177 8p , 1 174 ral .' 169 152 STORAGE So a 178 zO� cISFIED 171 168 164 / 0 175 ARGIiI s� STORAGE O 172 165 3 /J 158 COW 184 S AW o RARRR,a 67 2 157 0 ELM M . «. 185 183 1 156 we 18 � 166 159 190 186 , •• � 160 � 9 • . 18 M0 we we M 155 187 J s^ M _ e 188 "a FIRST FLOOR HULL IS FlNISH PLAN car C 1 car. COW. Ma 088060.05 FI w NAY 18. 1000 1 54 E:\08060\DD\A0.0 1 1 0owrv�. 1 STAIR CONSTRUCTION I 26 FIRST FLOOR FINISH PLAN cl � ( MITHUN I I ij�� :+y++,•:' ',�+!I��,��it�q,�,; sTE PCO I -- -- — 5 P55 I I - f II I E! I - -- -- cn II Lu _ STORAG w MEZZ P ,wm ee.wwm LAN �//�� PC1 �1 HALL D I I `♦ / Z z0 , � X YESTIYAE'`,Y CATWPLK , __ /-'� 8 ICE CS it o --�_._ _ 1- I--C---- o =o, j - . - - - - - WC HALL PIP El C. PW O iI DN W V i o-- 6 z - - k@ DH Q a 6 - - --- - -- i I i = o cry "2 I I I 236 235 2 203 20 20 03 J 'cc I© LLJ = C 231 232 233 1.. 20 20 20 y NOTE: _ NCO i FURNITURE SHOWN FOR = REFERENCE ONLY. SEE mbi — — 230 0 —� Zm SYSTEMS, INC. DRAWINGS FOR U� U ' ACCURATE WORKSTATION LAYOUT Q 1225 226 227 10 211 212 J ILA . Q V ----- _ _ _ I — _ -_ - _ __ ' - � \ .Le • � � I I � TRITE NgtTH 224 223 222 215 21 21 921 ICI `' s �19 220 221 216217 218 j sw o o z s to zuPr SCALE RP AMP _ _ _ I _ _ m .m U STAIR ---� f,_{ �Zi�99 feW'tl7 p 'V'Vl7 0 oR N O 6IIdj99 �eusT�!eT. -pal -v _ MOT 237 Fri ® 24z� R 238 243 BGG oRP 24` 48"• . 239 244 249 / DN D I RF m 24D DICE 254 DDAA6/DWG 5 Pn 4 50 , _ 1273 276 oAsnes DU P® , 270 _�6 ' 2CJ I OPPICe % ' �B e IET ROIE nl 269 271 251 srAw — 274 279 268 264 27$ _ zD29, FOSTERED / \, 272 265 258 \ we W ArscHI / v' 26762 257� " �� wu — v v- 266 259 9 _ SH _ 281 SGIE , rQw v, 61 _256 ! �; 9 0 9 286 eLec. — ' 282 v 260 �; n> eLec 285 �5� 255 283 N — 284 ' SECOND FLOOR FINISH PLAN \ ® _ -\ 08060.05 MAY 18. 1909 1 \ 92P E\0806MMA0-1 I b STAIR, 51D (, "� CONSTRUCTION SET SECOND FLOOR FINISH PLAN wvY 6� �� � C1 1 DOOR & FRAME SCHEDULE- SUN SYSTEMS INC. GENERAL NOTES: STEEL COILING OVERHEAD DOOR --------- m OR WID AA HARDWARE GROUPS& HEAD AND JAMB DTL.NOG. SHALL BE ISSUED WITHOUT FUTURE ADDENDUM Mx gT H U N mrx c r•nur BB ALL PANIC HARDWARE SHALL BE OPERABLE FROM THE INTERIORORWITHOUTT KEY OR SPECIAL KNOWLEDGE oue e CC JALL EXIT DOORS,SHALL BE OPERABLE FROM THE INTERIOR IN EVENT OF POWER FAILURE DO ALL THRESHOLDS SHALL BE ACCESSIBLE PER ADA. I lceaa ee SAFETY —. / `, nelsul•n sos GLASS A. ALL DOORS 1-3U4'THICK UNLESS NOTED OTHERWISE. IOD SO.IN - - -._-- /I xeuex.vnc .. uRRlxe _ MAX b 12X1T 1-TG I-TG SEE)/AOD NOT USED - — B. WOOD DOORS TO BE FLUSH CONSTRUCTION UNLESS NOTED OTHERWISE. WORD G°AIA�45 GMIND LASS - - --- 0 REFER TO REFLECTED CEILING PLANS. MECH &ELEC DRAWINGS.SPECIFICATIONS DIVISION 8 SECTION FOR ACCESS DOORS \\ D. REFER TO DIVISION D SECTIONS'FINISH SCHEDULE'AND'PAINTING'FOR PAINT &STAIN COLORS. P•PAMT, S•STAIN&SEAL E. ALL WOOD DOORS ARE SOLID-CORE CONSTRUCTION UNLESS NOTED OTHERWISE. TYP F REFER TO DOOR AND FRAME TYPES IAO.21 FOR ELEVATIONS. O O © O O O © O O O G. PROVIDE SAFETY GLAZING WHERE REQUIRED PER DEC SECTION 2406. H. GLAZING CODE: LAM •LAMINATED. T-10 • TEMPERED INSULATED GLAZING. IG • INSULATED GLAZING.LVR WOOD LOWER. v WIRE •WIRE GLASS:TG• TEMPERED GLASS. Z L GENERAL ABBREVIATIONS: WD • WOOD: HM •HOLLOW METAL. CO• CASED OPENING.AL •ALUMINUM. 13 DOOR TYPES /-- FRAME TYPES W-CL•WOOD CLAD DOOR 18• INSULATED STEEL STL•SMEL / y \ �\ J. FINISH ABBREVIATIONS: P•PAINT. S•STAIN&SEAL GALV•GALVANIZE.AN•ANODIZE. 1 ^_ 1/4' - 1'-0' 1/4' • 1'-0- KEY NOTES: i 1 INSULATED CORE EXTERIOR DOOR OR SIMILAR. L 2 SECURE ACCESS: ELECTRIC STRIKE WITH REMOTE CONTROL. SEE ELECTRICAL FOR FURTHER INFORMATION. LINE OF OFFSET FIVOT _ 9 MONITORED DOOR: SEE ELECTRICAL FOR FURTHER INFORMATION. 4 COORDINATE WITH ELECTRICAL DRAWINGS. }•� A0'0 VB' 1/8' 1/4-STEEL PLATE 5 EMERGENCY ACCESSIBLE ACCESS FUNCTION IN LOCKSET. /A STEEL BOLTS I 1/ 4' CHANNEL,FULL WELD V &GRIND SMOOTH 6 KICK PLATE.L• DOOR WIDTH MINUS 1h1/2'. H•10' 1} 8' CHAMFER ALL EDGES M J I LINE OF OFFSET EDGES CHAMFER ALL I STEEL CHANNEL a I D I GLASS PANEL.TIP,PIVOT WOO of 6AME PANEL I GROUND FLOOR TOP AND BOTTOM \ , NEOPRENE GASKET BETWEEN \ N0. DOOR LEAF FRAME FIRE HAD DETAILS uY N MRlecrs mFd TO �T L -' CEXPOSE LOSER GLASS AND STEEL TTP SIZE M x H TYPE MAIL FIN. CITE ttPE Nett PIN.. REUif RATG GRP PANIC GLOM! HEAD JAMB THRESH NBi 1pi65 co r _...__ bLO6ER COMMONS BIKE STORAGE 100 3'-0`x T-0' A HM P-6 A HM P-6 I X VA63 2/A63 ]/A63 1.20 O ♦: UTILITY CLOS 101 3'-0'n T-0' A HM P-b - A HIM P-6 - 1 - X MA69 2/A63 )/A6.3 1.2 ( '� _ I/T X STEEL MACHINE VC STORAGE 102 Y-0'x rA' A WD P42 - A WD P-12 - 2 - - INT I 11) _ BOLT WITH LAP NUT COMM CLOG 104 3'-O'x r-0' A HM P-5 - A HM P-2 - 4 X INT 2 SA CLEAR VC EUUro 106 3'-0'x T-0' A HM P-D - A WD P-12 - 2 - INT 2 W Z SAFETY GLASS PRE-DRILL 0/16-DIA NO YL RM ENTRY VGA 3'-0'x T-O- B w0 6-4 TO A HM P- TG 5 - X INT \ Z = STEEL DOOR VC ROOM EXT 108E 3'-0'x T-O' a AL AN T-IG AL AN 6 X X AA63 4STOREFRONT t •� PULL ON FACE- STEEL MACHINE BOLT I/T CLEAR In'CLEAR BREAK-OUT IOBA 3'-10'x B'-0' E AL AN RIG AL AN - T X X VMS 2.CONFIRM W OF ORS. V USH BAR ON SAFETY GLASSBMAKOUT coV J DATA ROOM j STEEL CHANNEL SAFETY GLASS ON RM 1NIIA Y 0'Ox T-0'0 A WD 5 T IG A HM P-6 e % % T/WC Lu 3 2.CONFIRM W.OF ORS. 1 SIDE WH CLOSET IODB 2'-8'x T-V A HM P-6 - A HM PT - a CHAM ER ALL EDGE NEINS WC ION 3'-w x T.O. A WD S-3 - A HM P-6 - 10 X WO / i/•6 OF GLASS PANEL HALL 1N 4'-T x T-2' CO - - - A STL �J V/ CLOG 112 SA'x T-0- A HM P-R - A HM P-11 R - - W I Q Emote WG IB 3'-0'x r-w A WD S-3 - A HM P4 10 - X WC ART � Z W RAIL DETAIL RAIL DETAIL GLASS EDGE ! LNG.CLSET 6 2-0'x T-0 A WD PB TO A HM PU 1] \ y° p /� •I LOBBY EXT OB Pr W-6'x e'-0- E AL AN T-IG AL AN - - 33 x X WAS 2.4.STOREFRONT W 8 1 1/2- • 1'-0' 1 9 HALF-FULL SCALE O HALF-FULL SCALEDATA FM� A / DATA TWR 6 120 3'-0'x T-0' F AL AN T-W AL AN N X X WAGS 129.f.6 / to 4r m i / DATA RM 121 ♦'-0'x10'J Ns' G GLASS - TO - - - _ - 15 X 2 3.4'HERCULRe'-TYPE OR ` V 51M STORAGE 122 4-W x T-0" A XM P-6 A HM P-6 SIR I6 X �` ^ O 1� SECURITY TH E BLW_ 125 0'-T x T-O WD S-3 TO A HM P-6 17 X - 29.4 e • o o ECONFERENCE 127 —03 A T-0'-0 F WD 5-3 TO A HM P-6 - - 12 Q / LOFT 128 Y-0'x]-T W - - - WD S-1 DATA ROOM DOOR (EXT. FACE) it HALL 130 Y6 x]-1' CO A WD 5-1 U, Q ELEV MACH RM 131 Y-6'x T-T A HM P-12 - A HM P-12 - I HR. 16 - X Comm Los *2 Y-T x r-0' A HM P-6 A HM P.6 - - I 1xX 2.3.4 SOB VESTIBULE BSA V-0'x 0'-0' CO STLSOB VMMR 03B 5"-0'xT'D F HM PT TG HM P-6 TG 20 MT 234EXT OWN EAST 154 3-O'x T-W P 15 P-1 0 T-IG W-CL P-1 0 T-IG W M/A63 2.3A..WDO MANUF HARDWARE 05 S-0'x T-0' F WD P-11 TG A HM PA6 TG 22 INTWALL FINISH MAIL RM N Me 3'-0'x T-O' L WD P-18 TG A HM P-16 23 6- �i��, SCALE 8'•1'-0' 35/8' 25 GA MTL STUDS• 1 LAYER 5/8'OWB EACH SIDE 1 LAYER PLYWD EACH SIDE I LAYER MAIL RM E 1368 S-0'x TT' C WD P-2 TO A HM P-2 - - 23 6- OF OC. ATTACH TO NN SIDE - PER STRUCTURAL ! RECVING N 0)A 5-0'x T-6' C HIM P-2 TG A HM P40 - - 24 MT t&OF TOP&BOTTOM RUNNER RECVNG EXT 0)B W-0O x T- L T P8- T-IG A HM AL - - 25 1WASS OVERH. D C MANUF 'W/112'5-12 PAN NEAO STUD'25 6A MTL. z%4.WOOD STUDS - -- _-- RECVN ROLL DN 0)C NT-0'x 8 8' 1 Stt GALV - GTL GALV - - 5/A63 6/A63 IUA63 OVlRHEAD COILING DR. SCALE L 1/2'-0'-0'STUDS b 16'O.C. AT 18'OL. IG MTL.STWS /// SMEWS IGA PER GTRUCTURALI STORAGE W 4 O'x T-W C HM P-x iG A WD P-2 - - 26 - Lfi AT i6'O.C, // STORAGE N B 4.0'X T a' E - - - - WD AN - - 26 - B1 LAYER 5/8'TYPE X'GWB ) ) Ve LOBBY E%T 42 4 0'x]0 E AL 111A -10 AL AN - - 21 10/A89 2?F SCALE 1/2'C'-0' EACH SIDE. ATTACH W/ I - ... \ STORAGE 149 5 w x)'2' A - - - WO P-2 - - T 5-12 DRYWALL SCREWS - "' - 1 LAYER 1r2'OWS �'. STORAGE 5A 3'0'x 7-0' A HM - A XN P-2 - - It b Y2'00. NOTE, TRAVEL 1498 3'-0'x T-0' A HM A HIM P-2 U GA FILE N0.WP 1200 NOTE. SEE STRUCTURAL FOR SHEAR NOTE Comm CLOG 1N 3-0'x T.O. A HM A HM P-8 _ 11 _ _ SCALE 1/4'•1'-0' 1 LAYER 5/8'On I WOOD STUDS MAY OCCUR WALL LOCATIONS WOW STUDS OCCUR AT ELEC CLOS 145 3 O'x r 0 A HM A HM P-2 11 / FIRE TEST. FMWP-45.0.to-68 SEE STRUCTURAL FOR CERTAIN SHEAR WALLS ONLY. STOR CLOS. 146 3'-O'x r-0' A WD A HM P-6 - 11 - 0 UT-1A0.&61 WD STUD LOCATIONS AT SHEAR WALLS REPLACE SEE STRUCTURAL FOR THESE ELEC CLOS 14) Y-0'x r-0' A NM A HM P-2 11 ONE LAYER OF OWS W/ONE LOCATIONS ULOTOT4%.]DTSW. ( COMM OLDS 140 3'-0-x T-V A HM A HM P-2 11 - TBT40E 8-12-81 LATER OF PLYWWD PER ULC DESIGN W415 V.LL 1-HP WALLS EXTEND STRUCTURAL \, !AN CLOS 140 3'-0'x)'-0' A HM A HM P@ 11 WC 6 T)UNDERSIDE OF STRUCT. WC 151 3'-O-x T-9 A WD A HM P-6 27 X WC 6 C UNLESS OTHERWISE WC 151 3'-0'x T-O A WD A HM P-6 27 x WC 6 1 f-I1-HR. PARTITION WALL NOTE OI LLr 2 METAL STUD PARTITION WALL BLOOD STUD PARTITION/ SHEAR WALL nINTERIOR PARTITION/SHEAR WALL IW/ EXT. SIDING)r We 1sz 3'-0'x r-o• A w0 A HM P-6 - x] _ x we 6 18 we 163 Y-V x T-o' A. WD - A HM P-s - x) x WC 6 l Q 5/18/89 CONSTRU. SET TYPICAL INTERIM PARTITION WALL UN.O. OCG1R5 AT NORTH WALL OF SOUTH OFFICE BUILDING HALL 134 Y-0k T-0' LO - - - WD 5-1AT SHOWER LOCATIONS USE WATER RESISMNT GWB AND BATHRWM LORE IN COMMONS BUILDING CONE 155 3'-0'n T-0' P WD G P HM P-6 TG 12AELIT[6 PPR lLlV. CONE 15fi >'-0'x T-0' P WD TO F HM P-e TO 12 - - 6-RELITES PER ELEVLONE 1A 3'-0'x T-0' F WD TG F HM P-6 TG 12 - - - &RELITES PER ELEV.SIR IA 6'25 GA METAL STUDS AT 16'06. IR 2p 6'25 GA.METAL STUDS AT I6'OC. Slid 3A 1%8 WOOD STUDS AT 16 OC. SIR 4A AW R-18 ACWSTiG GATT IN6ULATION IN STUD CAVITY CONE 458 3'-0'x T'-0' F V10 TB F HM P-6 TG @ - - - 6-RELITES PER ELEV. OPEN OFF.EXT, 150 3'-0'x TO' F IS P-M T-IG F W-CL P-iD - - 10 X % 10/A69 STAG,WOO MANUF. \ S� 2B AM RAI ACOUSTIC BATT INSULATION IN STUD CAVITY Sim 3B ADD R-11 ACOUSTIC BATT INSULATION IN STUD CAVITY SIR 4B I&M-SHEAR PLYWOOD WALL I6'25 GA MTL STUDS SECOND FLOOR 1 Wl-PbXMO1D BOTH SIDES�` - _ — N0 DOOR LEAF FRAME FIRE HMW DETAILS xoies OUMeRs ReRR ro S Sim 2D AADD DD SE M LAYER RSTIC BOF SIT INSULATION TO IN WE STUD CAM � 3C ADD R00 OD MOIS t BATT INSULATION IN STW CAVITY V SIZE N x HI TYPE NATIL FIN. CITE TYPE MAIL FIN. rtMITC NATO MP PANIC CL09R HEAD JAMB THREGH.xe+Mom MwN `3 v- N0115HEM PLYWOOD WALL U-518'25 GA.MTL STUDS, \ STORAGE AMA 20M 4'-6'x)'-2' CO - WD 6-1 ADD SECOND LAYER OF PLYWOOD TO SIM MP.GWB ANDS 4C W/PLYWOOD BOTH SUMS 1 WTR.HTR.CL 2000 3'-Tx V-F A HM P - A HM P 12 ADD SECOND LAYER OF 5/8'GWB TO EACH SIDE AND SIM 80 ADD R-11 ACOUSTIC BATT INSULATION IN STUD CAVITY �� DATA ROOM 202 4'-o'xM'-0>l4' G GLASS - TO - - - - 15 - X z.S.4 WRCUL11T-TYPE DR,ADD R-11 ACOUSTIC BATT MSULATION IN SND CAVITY -/��\l i\ /\ /\_ BG / SUd 2D ^ 1/ sourH OFFICE%W. W 25 GA.METAL STUDS AT IT O.L. SIR 3E DELETE GWB \ CONFERENCE 205 S-0-x T-0' F WD S-S TG A HM P-6 - - 12 - - 6 "•'B"O"R S 2E ADD SECOND LAYER OF 51T GWB TO EACH SIDE AND \, ELEC.CLOS 106 PR2'-F x r-W A WD S-S - A HM P-6 - 18 _ RF•� ADD R-11 ACOUSTIC BATT INSULATION IN SND CAVITY 2X6 WOOD ENDS AT 16'O.L.AND / KWEREWEE 2u) V-O'x r-0' P WD S-3 TG A HM P-6 12 6 ' ❑ V 25 GA.METAL STUDS AT IT O.C.AND SIR BF ADD DELETE SAID I 208 Y-0-x T-0' A WD &3 A HM R6 2T - X 6 DAS/DWG SIN 2F AW R-11 AWUSTIC BATT INSULATION M STUD CAVITY 200 3'-0-x r-V A WD &3 A HM P-6 - - 2) - X 6❑ RI LAYER GWB BOTH SIDES OF WALLS ADDEDI AND 2M 3'-0'x T-V A HM P42 A HM P-12 11 6 DA5/KT SUL 3G ADD R-11 ACOUSTIC BATT INSULATION 211 3'-0-x T-2- CO - - - WD S-1 -SIR 2GDELETE ONE LAYER OF GWB 212 a'-O'x T-O' A HM P-b - A HM P-6 _ - M _ - FB 2X8 WOOD STUDS AT 16'O.L.AND ENT. 213A 5 0'x T W CO STL CASED OPENING ADD Rd%ACOUSTIC BATT INSULATION IN STW CAVITY OM 213E 3 0'x W-O' F HM P-6 TG HM P-6 TG 20 X X MT 2.3.4,Q-`\ ( 215 3'0'x r-T F WD S-3 TO A HM P-6 - 12 - - 6 WALL FINISH i 1 216 YW xT-0' F WD 5-5 TG A HM PT - - 12 - - - fi �.WALL FINISH L WALL FINISH 2O29 1 YE 20 Fir 4 6 -0' B WD SA TO A HM P-b - - 12 �� 121 LAYERS 5/8'GWB ., 1 LAYER RTWOOTf�' CISTERED STAGGER JOINTS AND TAPE 1 LATEftY�I000 1 LAYER PLTVIOOff\ l� WAR ROOM 20 R 4 6'x T-0' A WD 54 T6 A NN P-8 28 X 8 AR PER STRUCTURAL BOTH LAYERS.TYPICAL PER STRUCTURAL PER STRUCTURAL QUIET RM 2W Y-0'x 7-0- B WD ST TO A HM P-6 12 _ COMP 220 3-0'x T-0' F WD 5J TO A HM P-6 - 12 - - 6 A5 O. EMRICH 2%8 WOOD STUDS 6'MTL STUDS. � 6 MTL STWS 6'Mtt-STUDS 11 X 'I t1 V (� CONE 2V 3'O'x)-0' F WO S-3 TO A HM R6 - 12 - - 6 UAW 0'W�� AT IT OC (GA.PER STRUCTURAL) / / ` IGA.PER STRULTURALI / IGA PER STRUCTURAL) :\ / i• 1 HALL 218 3-0'n T 1' CO - - - WD s-1 / AT I6'09- ' / /� I( AT 16 OC / �I Ay� �/ AT 1B OL. / a\_ T> JAN CLOS 227 3-0'x T-P A HM RO A HM P-0 R - - 6 v \ R-19 ACOUSTIC BATT b / HALL 228 S-0'x T3 CO - - - - WO 6-1 - __ __________ INSULATION . R-M ACOUSTIC BATT w 3!VW 2S GA.MTL ^ 1 WC 220 3A'x T O' A WD S 3 - A HM P a - 2) - X a R-10 ACOUSTIC BATT INSULATION INSULATION STUDS•16'OC ` wC 230 3-0'x 7-0 A WD G-3 - A HM P 8 - 2T - % 6 1 LAYER 5/8'GWB y INC 231 5-0 x 74' A WD 4 3 - A HM P-G - - 2T - X 8 RESILIENT CHANNEL 3 5/8'25 GA.MTL. ( WL 232 0-0'x T-0' A WD 6 3 A HM P-6 27 - X 8 STUDS•tb'Op 1 LATER H S TYPE X' ELEC CLOS 235 3-0F x 74: A HM PJ - A HM P-3 - - 12 - - SJ LAYERS 5/8'G GWB EACH SIDE ELEC CLOS 236 B-0 x T-O A HM PT - A HM P-5 - - I1 - - - BOTH LAYERS JOINTS AND TAPE , COMM CLOG 238 Y-0'x T-0' A HN F-3 - - - - - su BOTH DYERS TYPICAL i LATER 5/e'GWB _ A HM P-9 R \�, p,e,RT1�ON TYPES, M�NMM� 39 N 296A S'-0'x T@' CO WD 5-I /fl c cLos z3] 3'-9 x T-0' A WD S-3 - A HM P-0 I1 2 DOOR TYPES & CLOS 23M 3'-0'x T-0' A WD 5-3 - A HM PT - 11 - 2 w eNTR z385 3'-O'x]'-0' F WD 6-4 TO A WD 5-4 - 12 - - ° DOOR SCHEDULE -INTERIOR PARTITION WALL IW/ EXT. SIDINGI 6 INTERIOR PARTITION WALL I , IfNTERIOR PARTITION WALLIW/EXT. SIDING) o )INTERIOR PARTITION WALL f z3e Y-9 xT-0- F WD 6.4 TG A WO S-4 - 20 - - eOCCURS AT SOUTH WALL OF FUTURE NORTH BUILDING OCCURS AT SECOND FLOOR BATHROOMS IN SHOULDER OCCURS AT NMTH WALL OF ELEVATOR SHAFT OCCURS AT NORTH WALL OF ELEVATOR MACHNE RWM FFCE 243A Y-0'x T-O' F WD 6-3 TG A WO ST - 2D - - 6AT SHOWER LOCATION USE WATER WSISMNT GWB I-HR FIR RATED REQUIREMENT I 2438 3'-9 x T-0- F IS P-10 T6 AL AN T-IG- - 52. X 0/A63 129.4.6 98060.05 24{A 3'-0'x T-0- F WD 6-3 T-16 A WD S-3 TO - 29E WM 24N 3'-T x T-0- A WD 6-3 - A WD 5-3 - - 2DSIR SA DELETE GWb e� Tp ADD VAPOR BARRIER BEHIND INTERIM GWB AND j FlCE 246 3'-0'x T-O' F WD -0 T6 A WD 5-3 TG - PO - - MAY 16. 1099 ADD MOISTURE BARRIER BEHIND eXMRIOR SIDING PICE f%T 250 3'-0'x T-0' A HM Fe A HM P-6 % 30 % % 3/A635M 0/A6.35M P E:\96060\CD\A9-2.DWG NALL OTED OTHOR PARTISE ITIONS ARE TYPE FLOOR PLANS 2 UNLESS INTERIOR PARTITIONS �� CONSTRUCTION 25 - A9.2 j NOT TO SCALE SET Ma I T H U N MPI JOB N0.0008000 SUN SYSTEM i alaa rzann FM(SH SCHEDULE preNN HLRt HMTM I WMR TO INTERIOR b EXTERIOR ELEVATIONS PoR FINISH LOLATONS W. a.era 1 FINISH SCHEDULE LEGEND d PRODUCT SPECIFICATION 1 R OIA66 MESH MORTAR iNtiS WNDER COAPD ETC1 AT IMPLOYM SHOPRR R. S USE WAUR RESISTANT 6W8 AT JANITOR CLWm NlB S1WA6E UIILRY CLOSET.LAND 0.SRET.CONY UO T.MAII/SHRPIND 0fRKX RECIIVDW.MEx6 OM WOMENS REST WW rt[M PI mumn`TICN REMARKS 4 6WD CERINO UNDER STAIRS AT STgUGE I a 4HH A CPT CPM[T 9PC 6lCTIOX OONO CPT-1 MFR. WMLD CONTMLi G14TOM JR02 \ t PLDDII BASF WALLH R. MAT RN T CERI RV MAT REMAIX6 LOLCR. AVILA ftl! TgIM6[ (RNM H011 60&gOrg e j PN' ROOM NAME pOn BASF Z@PTRON 1000 SOLUTION DY!NnCN OW6[.VXI' / FIRST FLOOR wovex F YPRDPnew BACKING PILE HT.260 H n6L cvr-x 01- waRLo caxTrwcr cus]oM xoz t0O T .GONG P P 6WB es P RNAB tloH)&tHOn 6exE ex6BeR6 Z l' f 104 UTMA¢! bl "15 PS p-1 WB P- AOz RASP ZEPTRd1 4000 60WTION DTE NYLON OMG[A/10' 101 Ca 6WB P P P WJV[N P0.TPROPM1[N[BACKIN6 PILE HT.]80 H 115E / \ RB ISSILRM WALL RASE 6PFL S 1. OOBTB ! CPT LPT3 bwB 6W P e6 P flbl NFR JOHN6IX11TE RW[ER BAe[ 103 W020 EQUIP VT LrI- - P-4 OWB Pd P-1 DIN - r 106 W pP. WD frl GIIB - 1 GWB G 0.IR EG A1.0 WOW' qr E CM1L L- Sf P-1 L 4 bt 1 RR RB.R WX JOXXSLNR[ RUBNS BAHE '^ 1. BRGK- WD bl 1 P-i GWB/CM -1 PS WLOP. BIACK F[PAL N2 \ V J\\ %IO CONE R GWBONS-1 -O fiWB P_11 BWB - 6 P-1] Q - flbJ NR JONM6gAM LMP[T RMILd 13 n0 T UI RB Rb GWBMSI PIT 1 P-N SANVOI-1 P- PA a WLDR. BIALK NHO In 41 11 nSRR5 I,fl 9a 0.n GM'B P n PL PIPbTIC WIMOtE 6PEL HELTIDN EMOR C 1n on m A4'T IAIINATI KITCKa1.WFR@ STATION C ft� w MH ReRr - wBNS-1 _ 1 o-N -] 'p" - 6`A0 P-n .e COLOR Aw64 LucIDA W Cd 6WB P16 p-N -H PL-R KW PBET W1PUT1 KITCl01 n8 LL06ET p 6WB P W P n P COLOp, S STAN 6F£C eELT10X COYW C / D T S.1 FINISH STAN @BONY /�`/ I W MTA ROW CCNC 4 6.R FINISH, STAN NATURAL V aI I I P WB p-x SH FINISX. STAIN TIAK us 9WIN ORICe gq RION. STAIN PR GMEN f CPT CPT-1 f P- P- 6WB a -S tt6 EL E p N9 0.1 P-H P 44 0r M RR RB LPi -I GNB P- p-11 6WB -n C STAIN 1LOXCR[T SPIL SECTION WP00 O UO IULL -1 MD 5-1 P P-U C-1 FINISH STAp IHI e V 1lLX. Lp1L fiNL P P `F�R In OftAH VESTIBULE PR T -1 AR wi WJB P4 ORB P-IRS WFRW4STARI ■ B ■ v1 1 -1 41 PLY SR OMB P B Pd G LJ FlX6H 6eALLR / WIR -1 1 6WB - P41n MAR-J,41'G PT -I P-4 OMB P PAINT SPCL 6@CT(W WOW RS RB-I z - P4 P-1 MPR. SPPELOAT MTRY L.1Im T LPT - RB 1 - P4 On P COLOR, 00 -I NB GWB P4 0.RP- PJ MX. S/FICWT CPfM OFFlLE TOLOBBT L UR ND - S Y P-BS-R V - RB-1 (M - 6NB r-R Pd HPa MR, SArECOAT SRO W =4FSMRAOf CST-1 M P4 Bt P-4 NB - 5g wg 4y 14M TRAVEL -i .11 1 ORM 0.1 GWB P-RI ORMS 12 16WB Pd @S CCLW' CPT LPT-1MR I R 1 IS 14 GWB P-R P-z K P4 MR cmm SARCOAT WIET ROOM 10 EWR P OWB P r I R CPT LcT I P GNB P GWB p EP-11 PS MrR SAPELOAT J N] OBUBCNAM L 6NB P ONB 6MB P LWMi / IM CPT -1 IIB RB-I -4 P- GWB P-4 OWB P-4 MFR. [WAT MINI TIN B P 6MB P ---caw `, Q T 1W 41 -1 P- P- P-] IRR. $APfLWT P4M4>0 • W ■1 1 WL 41 M 0, P- P. GWB -1] -4 P-P Al MRL • . •N WNC O GWBM9-S P-1 PA 6MWfMR-R - 0. > Pi MM. SMILOAT SWTN1IS,54 1 M RB- 6WON15 0.1) GNB - P-11 6WB P-116 S MROR1 L -z 9d P 6WB PJ PA MFR. SAFECOAT 1ULL 1 1H32B22B1 T - 1 6ND P-N P - p-H 6 HO COLm v` M WNPMPNLE M-R ND 4 P-N IRS P-H P-14 BNB I 1. MR. 6MBLOAT XML,RN] WM RION. - S., OHL 0. 6YA P-14 G -I p-14AB.IH dT CPT-T I - -1 GNB PH P-14 O SIR ; =^ O /> 160 .OPP T-1 'M 41 P4 BWB - G P P-ry MFR. 8M@COAT HPlt Ill.MINN Z W..@. U SECOND FLOOR Pn MR.MR. 60PecWr VEPI06 XTLL P)R4Rn 2W E NRA LtlNL IN,-1 6NB P-1 P-R fiNB eH co. -' RW S P R PI Y LyJ P-D MR. SGFELOAT OPFlCE/T60.M11 no DATA RWII 5 PS P-1 1 11 1 1 1 1 1 cl ILOLCR P- MTN p we BW NO 11 MFR SAP[[OAr COMEPLNW U Q CWR _ _ PIb NPR SAFECMT OF@N OFPIL@ 1TD.M6WRCE YlTT ��E ITT20 INOC ow RR 1 6M P 6WB P GYB P R LDLO0. 40 Lr1 E 4 WD P- 6MB RI4 0.16 MR BAPELWT CORFDWR6 ` - ZOO MC M RB.R PI] GIRD P-1I 6 R "I - AH.B MR _. LONE 1 RB-1 OMB Pp p-I] 4W6 PI P-I1 COL 6IfFWAT WL 410 JC. L - OMB r -I COLOR. n L CP! 4 WD frl P- A. 6MB p-10 ONB p.1H NPR. SAIRWAT LOLN6[ Ott LPT 1 G1ro PJ a 6WB P p 9NB PJ OGLER U Q. M-1 WD 41 pa MIS 9-1 p-ID MR SARLWT OOOR6.IN.tW 16P.lYPB TH C4ir LPT -1 S-1 MY S P-IS BARB p [S LOLgI, \ e RIB -R WD 1 GWB N. P-N . Pd0 NM. SR@L CMXAI!W SXONER NW b SH CWP[ CrT-R WD St -N 9 p-H 6NB P-N QUIET RW T -1 & 6NB p-1 i P4 C0.gL WWI[XB ROW PIT! \ P1-1 SI GWB O 0.0 I p-TI IYR. E%RRIW fill.Y[LltllB PER OETAR6 4W ORET RWY PT CrT-R 1 Pi GARB -4 H CDLgA TIIMCC PAINT RR RPEc61GTkN frl 0.H 6MB P-N 6R P-H 6NB TR1 ERRL[ CST -4 WD bt -N OWB P- 1. CNN wP WOW PAM[L 6RL SECIIW C1M0 / / 44R RESOUR rT LPT-1 SI P-M P. Pi -J _6 VIP-1 RYWOJD 9bING N O.O FIW CRT l-f WD St P. J P-1. RT .1 WS WAW6LOT PANELPMi SIRC SECTION O6a03 / 1 pp@A - 1 MY S3 Y P -4 RT e4 Wbl MR. rORYICA PIAY W I/4 NDP 6KKR¢6@@ SPEL 1 SR6 Ca WD fr MIN PO -0 PR 6MB CNB P-0 COLOR, REBTROONB 8 eXOwRp 1 R] JL. CO NOR, 6MB P p WSI M'R. FQRYICP PLAM W 1/411W BACKDW B!E SRC \ 1 O. CJ D -1 ORS -0 4 ISMS, P-0 -I BYA P R[STRWM^b SHOWE% \ \ 4R0 WC -1 - P-TT BWBM"4 P-TI P-N GWB/W6- .1 5 GWB 6.BOARP SP[L 6EETIW mm I R C -1 RB-1 CNB R P-1] 6WB - R P-N ¢'NB P-1) 0.HJ ' -1 RB -4 a -N - P -N P- ORE J Ap ACdIbTICAL PNIFL SPEC 6RTIW W611 13R I - P-D R I'v -2 - -] E6 E%POBW HIRWTFe MO RNSH / �. -J GWB P p p OUR f y4 EIE4 W r GRB p BWB P P r W STEEL ft 11 SRC SECTIW 06W0 R MM d RR IN-1 0.1 GWB PJ P- P3 PJ 6p-I 8R[L HAR / 11H K EPr LPT-4 S1 0.6 IRS P-6 Pe e5 \ 1] STIR AV .1 RB R�1 R-1 OMB P Pa AF ACCESS FLWPING 9RL YCTION qP)0 1J8 VI OIF. LPT - WO 8.1 P-) SASSP_ OMB P-] GWB sB0 WNF crr a 1 Pa p-] P- ewe \\ n1Q 5/18/98 CONSTRU. SET 4B WF cPr-z wo s1 awB a 2. Pa ¢WB P z aFF¢e c cpr- s-1 arm P-1 la P., ¢Mn P S I Pr s-1 GWB GWB P.) MISS ra 6MB/@6 4W WFX OFFIC CPT CPT-I SI PJ.q B 6WB P-D &1 [9 1 IS VAERNS RB SidUBE NfS P R -1 AIPG V STAIR S C, 1 1 F3Q S R 91LL I 6MB P- IRS I. IN I �. RFC DDAAS/DWG MS FHB WITH 5/0 GWB EA SIDE 1 0-0' WALL FINISH \/ HERMAN MILLER FIMN"t 1 �0 EGISTERED \> N.1 C.--------------- AR C __________ 1 / THOMAS D.EMRI �. I' C - � BTAT[6 wwv4xclW T-D \z <. FINISH SCHEDULE LINeTRY NINE s/Ae.l / 98060.05 Tom' MAY N MAY 18. 1999 MR IS �5 vz FA98060\CMA9-3.DWG 1 { RECEPTION DESK p n ` -- va-•r-o- /� 9 4 { CONSTRUCTION At..l.�t. I� I FRONT GLAZING SYS SHIM d T -- 2. 2. 2' mm S� CONSTRUCTION M I T H U N -. ae SEE B/A9.9 aamuxre CHANNEL STL EL 10'-0' 1 xnraarres uauw eu nw D FLooR BLAB WOOD'IRAY'WHERE r- _-� VT I V2'd R� ttfi a m n INDICATED ON PLAN ---- 2%BLOCKING RIPPED u SR28EAMSR CHANNEL '.'aner�namc SEE I Lam,-- l 2OMATCH STOREFRONT ' / \ M• _- I c. V4'BENT STL PLATE J WELDED TO CHANNEL 8 \ \ I/2'%2-1/2'STL FLATBAR NI 3/4'DIA THROUGH SEE STRUCTURAL FOR \ `-2 3/4' // \` IS MOOR CONSTRUCTION/ 1p SEE STRU FOR HANDRAIL 1. 5/8'DIA STL ROD TYP FLOOR TION 5 'STL PLATE STL BEAM PER BRACKET •4'ST WELDED e V2'%AM STL FLAR 0 11M' -z\ \� WELDED TO FLATBAR O TO STL C L STRUCTURAL NSE GALV.STL 9 STAIR f51 O t.1 / /6 Q 2'DIA WOOD HANDRAIL D0.MA% STAIR V, II-I/2'S Z R-1 GALV STL HANDRAIL , \ ° 5 SLAB EDGE � 2ND FLR. STOREFRONT 6 SLAB EDGE ® 2ND FLR. (EL 11'•STAIR HANDRAIL Y STAIR 19 \ _ / i I/2'•i'-0' 1 1/1' 0' m n 1/2X1/2'CONT STL -- O HPNORALL BRACKET. ° SPLICE BAR(GALV.F O IX STL PLATE WELDED STAIR#$I co O �9EE STRUCNFAL FOR TO FIATBAR. PROVIDE BRACKET AT ALL O O FLOOR CONSTRUCTION c VERTICAL SIR+FORT6. O C (GALV COMPONENTS 9 NC SEE STRUCTURAL FOR TTP.GUARDRAIL L STAIR f31 O -_ O FLOOR CONSTRUCTION O SEE69/0410N e R ■ -34 5/8'DIA STL ROD TYP ^ O � .. E WELDED TO RATBAR O NLI2X10G STL CHANNEL V/ TUM (GALV•BTAIR Yul w�'O0R S� MCI)%10G STL CHANNEL C la' Y-0' G'N 1 U2v • TYP.GUARDRAIL w CONSTRUCTION d' '-c o 121 3/4'DM.THROUGH - <,y EL tr-6 P I V2 B' SEE G/A04 ° _ /R� BOLTS m V+] MCtUOOG STL STRMER O 4 FEE STRUCTURAL FOR Q n }In'%S'%1/4'STL u FLOOR CONSTRUCTION WON'DIA.THROUGH O BOLTB ANGLE WELDED TO 4 MCI2X106 STL CHANNEL SXtr)(518-STL PLATE Lu R MI 9/4'DIA THROUGH CHANNEL STL BEAM PER FLOOR SLAB CD BOLTS(GALV.1 STAIR f5) STAIR TREAD A AA •9'-0'0C.WELDED EL V FLOGR CONBTRUCTION I21 9/4'DU.THROUGH STRUCTURAL `� TO STL CHANNEL 35'f(5'%1/4'STL ANGLE B BLOCKING PER BOLTS WELDED TO CHANNEL V4'STL PLATE STRUCTURAL. SSTL BEAM TRUCTURAL Z = K6ALV 1 STAIR f51 •4'-0'06.WELDED TO _ BX11XN8'sTL PLATE U O NON-SKID FINISH STL BEAM 8 CHANNEL •4'-0'OC.WELDED '^ - CONCRETE FILLED Mn TO STL CHANNEL 2 VJ PAN TREADS ISTL.TREADS f STAIR!1-SEE 20tA" STL STL EDGE ANGLE --- -——- STRUCTIRRAL BEAM PER SCREWED TO ML --- SHEATHING C'/^) NOTE.USE GALV.8TL FOR ALL �' V J INTERMEDIATE SUPPORT STAIR COMPONENTS ON STAIR f5. REPLACE CONCRETE PILLED Mn Q PAN TREADS W/NON-SKID MIL . .: _ ` > PLATE TREADS. e - v J /)GUARDRAIL 0 STAIR #2 d #3. (SIM. 0 STAIR #1 d #5) (/)GUARDRAIL / SLAB EDGE 0 SECOND FLR. 1EL11'-6'j. SEE 5. 6. 11. 12 11 SLAB EDGE a SECOND FLR. (EL 13'-011 nSLAB EDGE FLR. LEVEL CHANGE n- W 0 22/A9.4 FOR DIFFERENT SLAB EDGE CONDITIONS 1112 •*-° 12 2'•''-°' Z - H 0.0 M02XIOG STL STRINGER � O MCttX10.G STL STRINGER MCI2%106 ST*RUCT QtAS 2%10 WOOD TOP- ` �J SEE PLAN FOR LOCATION. LO C FILLED MTL PAN FLOOR INCERED See TCONSRA TRUCTIORUCTURAL N FLOOR LONS St SEE PLAN FOR WAIL TYPE USE SALVAGED EASE ALL LUMBERLANDING T IT EDGE OF STAIR BRINGER WEB EDGE OF SLAB FROM PHILLIP6 SLOG. i - TOBAewRDeo U Q----- � SLAB _ EDGE OF CHANNEL FLANGE 1 ll2' LINE OF STL CHANNEL EL W. C V BELOW LINE OF GUARDRAIL ABOVE GUARDRAIL Y . i �1/2'X2 in VERTICAL amF i yu SUPPORT MAINTAIN GUARDRAILS mm 3/4'DIA.THROUGH BOLTS G STAIR RAILING SYSTEMG SLAB OPENINGS TTP,STL STRINGER STL STRING S V2'%5'STL ANGLECONNECTION TO FLR CONNECTION WELDED TO CHANNEL GUARORAIUNANDRAIL d SCALE 1 1/2••1'-D•rfxSLABBY BIDDER/ BY BIDDER/D _ V2'%2-V2'STL FLATBAR ASSEMBLY FROM BELOW STL STRINGER DESIGNER CONNECTION TO LANDING 4'GAP MAX f10 ROUND HEAD SCREWS BY BIDDER/DESIGNER TYP.M 12'OCsTL BEAM PER STL BEAM PNON-SKID FINISH 4TRULTURAL PREENOINEERED LONG. STRUCTURALNGINEERED CONC. CONCRETE FILLED MTL FILLED Mn PAN STAIRS FILLED MTL PAN STAIRS PAN BY BIDDFR/DESIGMR BY BIDDERMESIGNER BY BIDDER/DESIGNER MAN FOR MORE INFO SEE 0/A8.4 13 STAIR LANDING d TREADS 0 14 STAIR ® 2ND FLR. SLAB 15 STAIR ® 2ND FLR. SLAB TYP. CORNER ® STAIRS 2 d 3 U.N.O. �,1GUARDRAIL AT WALL TYP. D WOOD TOP a GUARDRAIL ALONG STAIRS 2 d 3 "'' ''"' STAIR 2 '-'/2' 1'-0' STAIR 3 1-1/2 .1'-°- GUARDRAIL SIM. 1-1/2-.T-0' I-In'•I'°' SITTING AREA 225 3''I`°' STL STRINGER CONNECTION STL PLATE PER TO FLR PLATE BY BIDDER/ BTRLCTURAL DESIGNERWq— t 5/18/88 CONSTRU. SET rr 2'WD HANDRAIL 8 O 112'%1n'STL SPLICE BAR W/RETURN TYP.EXTERIOR WALL STL COLUMN PER TO POST _2_N�D FL_R�/� CMU.WALL. SEE PLAN FOR WAIL STRUCTURAL EL IT-6' 1/ a PIPE COLUMN f SIMI Q O CONSTRUCTION 1n'X2-1/2'sR tt - 1 ��•��-� 1 V2l T DIA WOOD 1 VS FLATBAR 1-1/2'DIA.SR PIPE O WALL1L. 2'DIA,WOOD H DRAIL HANDRAIL c fT10N PLUG AND RETURN TO WALL O 6TL FLOOR PLATE I CUSTOM HANDRAIL r AT ENDS. GRIND ALL JOINTS 1 PER STRUCTURAL r BRACKET WElOED SMOOTH / 1 SPLICE' AR S L < P� 2' 2' a - \ JPIPE COLUMN•SIMI SPLICE BAR TO FLATBAR. _ / -L / TYP.GUARDRAIL 1 SEE 7/A92 - /A_����`� OONSTRUOTION SEE B/A04 I CUSTOM HANDRAIL Bg HANDRAIL BRACKET I BRACKET WELDED 121 3/i DIP, STL T PER ANCHOR To WALL O5 112XV2'CONT.STL RF•� ANCHOR BOLTS A W/EDUAL SPACING 15'-0' I TO}t/2'X9-0/2'%1/4'8TL $MICE BAR .om. STRULNRAL PLATTE1A ANCHOR TO WALL DAS/DWG _ W/ELD TO COLUMN Y SIR STL BEAN PER MP%.I SEEP)/A44�OR °C- CUSTOM HANDRAIL a 112 STL PLATE STRUMRAL BRACKET DIMENSIONS BRACKET KT�¢ V4'STL PLATE TYP - TO MATCH STL FLR a FIRE-TREATED 2%e WOOD PLAN!FINISH & ANCHOR BOLTS PER BLOCKING OR 8'WIDE FB MTL ALONG BRACKET.MtX IS GA SHEET MELD TO COLUMN f SIMI }1/2' ELAR 'f PLOOR SLAB -'�I/2'RADIUS MX./ MC12MOA STL STRINGER. LENGTH OF HANDRAIL EL- TO RADIUS PER 91"D 1a1 RISER !1NEWELL POST ® STAIR 2 d 3 STOP OF STAIR 1 0 2ND FLRAR . STL HANDRAIL 0 STAIR 1 GUARDRAIL AT DATA TOWER TYP. WOOD HANDRAIL ® STAIR 2 d 3 �A\WOOD HANDRAIL ® COLUMN (STAIR 4) 2029 E0ISTERED 1 Mz-.r o' 1 tn-•r o' Y•T-or Y-In-.r.o- SIM. 0 LANDING `' 22 `J `� "a MOVIOA STL STRINGER I/4' E E PER STRUCTURAL STRUCTURAL /.� )NON M DIM. EINKROM 6TL PIPE COLUMN CMU WALL PER 1/2" SrAl2 OP WA6NWGTRI --- ---- 1 II 1-1/2'DIA.MTL HANDRAIL N ELOO19'.0'R . _ EL .... ���..._....... r m ^\ SEE 2D24/ IT r BRACKET. 04 -_ --- 2XI8 WOOD TOP `\ L EDGES > [:::FIREPEAMo'WA.LL. EASE Be Q PE nLPLArl am _ GUARDRAIL/STAIR ALIGN EDGE Of LDS L° f10 ROUND HEAD Ll _ _ �� DETAILS FLOOR SLAB SCREWS S If OC, STL COLLAR STOP j �►�__�� ) CONCRETE FLOOR SLAB AND Elv rt-6' 9 ELEVATOR PIT. 1 _ MTL PAN STAIRS BY I'DIA STL COLLAR "4 BEE STRUCTURAL YSDSD.DS SCE STRUCTURAL FOR � - - FLOOR CONSTRUCTION TYP. CUSTOM STL BRACKET 1 \1 BRACED TO STL NON-SKID / BRACKET / FINISH CONCRETE FILLED VSIMERTICAL IC 7/A94 WELD TO \ SAY 18. 1BGB VERTICAL SUPPORTS BIDDERMESIGNER STL BEAM PER srRuOruftAL E\88060\CD\AM-4 3N'DIA.SR ROD. 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FRAME PM S CONIC SLAALu»mFOR b'STUDS Ib GA SXUARD5%BLOCKING PER FRAME ANCHQftG PER HM.FRAMf ° -__ AS RED.FOR F SILL SUPPORT ANGIP . 2STRIICTUfMFR5 REQUIREMENTS VERIFY PER ELEVATOR MPRSILL SUPL[METAL STUD REQUIREMENT ,. VERIFY PATOR NFRB STLANGLEPMGWB FILLER XEWIRESSTRUCTURAL 5%BEAM MTL J-RUNNER STL IMEM PER GWB FILLERSLHEATOR STRULTU1 LATER ICHi13 O1R WALL �— < I LAYER S/e'OWB -- _-_ 1 ELEVATOR MACHINE ROOM CEILING JAMB AT ELEVATOR DOOR AHEAD AT ELEVATOR DOOR ELEVATOR SILL AT FIRST FLR. ELEVATOR SILL ® SECOND FLR. ELEV. WALL SECOND ND FLR. C/:) 5'.r.o_ s".r o' S-•r-o' r.r.0. �J 9_. r-0.. y..-1.-0. 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HORIZ.LAP SIDING CS-I MTL STUD AND RUNNER bV2'CEMENT RIDER BD 51LlNCER5�.. 2X6 WD BLOCKING STL PLATE BEYOND TRIM CONT ARpMD DOOR I/4"MTL PLAT[.EASE ALL HOLLOW MTL PRAM!DEAD P EXPOSED EDGES.SECURE TO WALL 2%f0 WD SILL.EASE ALL EDGES HOLLOW METALOft EWE W/010 WOOS SCREWS 0FRAME .5[E IT OL.COUNTERSUNK INTO 'J'BEAD 0[%POSED SDT�PLA BEE II/A05 FOR MSIONS, OYI ! SILENCER9 BOA DEMENT FLIER GV119ISa /CEMENT 1/4'MTL PLATE EASE ALL 1%6 WD BLOCKING A/ BOARD TRIM J FRIAR AN FO WALL. 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SEE PLAN SEE PLAN FOR WALL npe STAIRCASE BIDDER/ FOR WALL TYPE MTL STUDS d RUNNER OESIGNEP ouv.crm uux i `� LA F MTL STUDMUNNER `\ O ---- _ -- LINE OF COUNTER ABOVE 1/2' HOLLOW MTL FRAY! PU!COLON PM / w, SCREW°N MTL STAIRCAG[B F OLAZIW DEAD DESIGNER NNW ELEVATION iii 4' O MLwX1O6 STL STRINGER. I SEE STAIR RAMS i MORE INFO, SECTIONS FOR BG awiv ..axr _/ ..... �/y\ aPoiwaaewn i�w « SLAZ MAO PENETRATIONS HOLLOW MTL P NS MTE. [ F'a'�' �M� A SAFETY GLASS 5/475/4'VERT,WD TRIM DAS/DWG is amT°� SAFETY GLASS WAITING AP A 241 SITTING AREA 225 DAS/KT/DWG LINE OF WOOD BASE BELow a1LMGE`We WAu TPE r.iKrs _ MR ASSEMBLY. �B see KANeFOR PARTITION _ - SEE 6/A04 FOR STOREFRONT VV TO SLAB ioNxecnox ELEVATION SECTIDN - au nW w'W'ic SECTIONGISTERM 1 f ao�G STL. SPLICE TAB @DATA RM. GLAZ. SILL 0 1ST FL. DATA RM. GLAZ. CORNER @COFFEE STATION TYP. /HEAD 0 CONFERENCE RM WINDOW 23 HEAD 0 2ND FLR STOREFRONT TO 24 STORAGE UNDER STAIR 3AR 19 °. 20 21 SIM. @HEAD '' ."° « WAITING AREA 241 (JAMB SIM.) L0 5 •r-o SAFETY GLASS TRwr R D 11/2 m. K w _ rewire a.uer cerw. �ceue srzn rcw STL PLATE BEYOND —- slxew ON MIL GLAZING F ' arzn awue nra au � r°a^I'"rz mcews�+w�sr vc w� I GA SWAY WIRES TO HOLLOW Mn TL FRAME S w.erm srz Mrz i TRULTUR[ABOVE.IEAV! A wWT Wm yarn SLACK. I.V2'CEMENT FIBER _ 14 oL r uam rm ------- ------ WALL Tn'e VARIES BD VERT.TRIM PM PUN I jl� n' M F MTL'C'JEST d CEMENT FIBER BOARD INTERIOR DETAILS ELEVATION JOIST CLOSURE W LAYERS 3/4'PLWD W/ t POEM LAP SIDING CS-0 N8 ree cnuM P4 COUNTERTOP ar¢�xiu-Gee 6lALr. �tIWT. L sn.rn. d AI)0 E%POSED MTL rt M/Rrt !T BOTTOM PLAT! INSULATION ACOUSTIC BATT STRITUWtAL -SE[ 08060.05 wvM TM4IEW RW'W'uL.W,a�aVaa INTO SEALANT INSULATION OVER US WD BLOG(NS 7srr W m ro sw 1 maaw- fANFERENC!RM CEILING xar 0s aw m. - FIN ISH SE 6 PER A B MTL SILL TRACK d STUDS GWD/PLYWD/CEMENT MAY Ill, ID00 BA PER STRU:TURAL FIRM BOARD WALL. T see PLAN FOR WALL rrPE EA0806OWMAe-5 GW UTLYWD PARTITION arwaW aiu maei rn. - Set PLAN FOR WALL TYPE. 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O RUBBER BASE '� ,.y 3/872-STL BRACKETS WELDED TO SIDE RAILS P-LAM TOP N arr / @ /'^`'ti_- K W /r3 -1- AD8 �/ WRAP ALL PIPES 4 -- "1 W Z A5 RED. BY LODE T VIA STL RUNGS c F TRIED SIDE RAILS b FJL ,ll.� �" i,/4tt Z T WELD UT OG.MAxI WIRE PULL.TTP. _J s t %fQj MELAMINE INT "/ `J O V, VWX2'STL VERTICALS 1I I "WRAP ALL HOT - - = Q TYP. " S FINISH. TYP. " WATER PIPES AS REQUIRED w W . - Q GALA.LAG BOLT V8'XT STL HOOPS TYP w o J `^ ft8. BASE. TYP. SEE PLAN FOR WALL TYPE b WASHER.TTP V' WD-STRUCT_TYP. iA SEE STRUCT W � V J ACCESS LADDER - PLAN TYP. BASE ® P-LAM WAINSCOT SECTIONS ® COFFEE STATION RESTROOM COUNTERS (WC 110 d 1131 1� n1ST FL. ACOUST. PANEL - SECTION TT W 7 0" 8 9/4'.Y-0' 9 3H',,'-0' HAL(r'SRE 11 •. i �' co 1= O Z cx- U OFFICE ROOF CONST. ,X2 WD FURRING ^\) 6 ROOF TRUSS PE 3/4'ACOU GATT STRUCTUML REFLECTED PLAN Q �••/ Y THICK AP.WJ ISHED FACE EXPOSED, F THROUGH FURRING W/ HI VE BOLTS b WASHERS 1ST FL. ACOUST. PANEL - TYP. BAY -- — PER PLAN BOLT *XXS PORT TYP - ST LIP ANGLES BOTH C SEES 5 SAT INTERSECTION \TT ITSSTTP. DOWNLIGHT.TTP DOOR b ROOF TRUER, RUCT €a - _ SEE L16HTIN6 - TCH DOOR TO FIT 0 r B �' �� --------� 1311-I/Zx5'SALVAGED WD. NTERSECTION.BOLT 1 o / E snr /� \ 3/4'PLYWOOD ` JOISTS GANGED W/GALV. ANGLES TO TRUSS SCALE 3/4'•i'-0' 1 1 I'AP. SECURE°TO BOLTS b WASHERS PER EOr — 1 _... I PLYWOOD W/GALV 28/ABB _ HTS 1 ,2 PLUS b WASHERS PER SALVAGED WD.BEAN4. ,'2 w I AAO 28/AD6 SPLICED D MIDPOINT W/ Q i'THICK }- SCALE' 1/2•°1'-D• -- STEEL STRAPS PER 1 - STRUCT. n2ND FL ACOUST. PANEL - SECTION —_ — — _— ROUND OFF TOP - O - k OF SIDE RAILS SEE LIGTS,TYP HT TYP NG 51 i2'DEEP ADJOH !, RECESSED STANDARDS 11 �,Q 5/18/99 CONSTRU. SET _ SUSUSPENDED LIGHTING CLOUD - SECTION 01400cE`°ES GALV LAG BOLT A 14 1l2'•I'-0' T b WASHER TYP. — r SALVAGED BARN DOOR. REFINISH AND SEAL 3 DIA THRU BOLT xa a UK, A. D �' STRUCT..TYP. o BG SE _ - n45 , SEE STRUCT. u CONTI S STL ANGLE RF xov F1 2%8 KING ANCHOR FLOOR W/ u - 514'CIA HOR BOLTS ® -�— = w 0 W CID. y DAS/DWG ae O .Q O O m DAS/KT/DWG RIH FLR. FB 1/8X2 STL A VERTICALS.WELD TO 57L HOOPS BARN DOOR PARTITION & SHELVES �2ozG E01 8TERED ARCHI IMIDT STL'HOOPS' 22 3/4'•1'0' MILE WELD TO SIDE O O O O STATE ar VASH IA�%a ajr - 3/812'STEEL ,+ SIDE RAILS ADb o 9 F Y DIA STEEL RUNGS THREE. - _ SIDE RAILS Q Q Q O b WELDED OV DC.MAXI INTERIOR 31V Du ANCHOR - a DETAILS BOLTS.TYP `++ Lv BOLTS b 3/8'x1'STEEL ERS. TYP. BRACKETS.WELD - 08060.00 i TO SIDE RAILS W a u neac,o MAY 12. 1990 O-T 4'o' 4'O' I ? Y-T E-..\98060\CD\AH-6 C FINISH FLOORTt a FRONT EL R'-e' SIDE SEE- UPLIGHTS.TYP. ttP. SEE LIGHTING Q REFLECTED N Q$ _ Q A9° CONSTRUCTION ACCESS LADDER & ROOF HATCH SUSPENDED LIGHTING CLOUD - REFLECTED PLAN 28 SUSPENDED LIGHTING CLOUD - REFLECTED PLAN 2ND FL. ACOUST. PANEL -TYP. BAY �, SET 30 3/4"•,'-0"m..cu0�w.w.....xcc General Structural Notes m (THE FOLLOWIN6 APPLY XfM5 SHOWCN OTHER11I5E ON THE ORATIN65) M Ip T HaU N e qAv tr OI lvv e 0 6RITERIA: GO FE E: I. AL MATERIALS MOiKMAMP OD516M AND 60 TRUCTION SMALL CONFORM TO THE DRAWINM, 14, CONCRETE SMALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH UBL SECTION 19W AND Z:+. NOES InED, %. TIMBER LOMF-LTA CALLED OUT BY LETTERS AND NUMBERS BULL BE Y OTHER 5-TIE' BY UM76SIW5RI COMPANY, v��l°«6r+°s.o°s `. CIFICATIOS, AND THE IINIFQBM DILDIN&CODE CUBE), 199T DETION, A,CI S01. 5TRETMH5 AT 20 DAYS AND MIX CRITERIA SHALL RE AS FOLLOY6: AS`_PELIFIED IN THEIR CATALOG Nb. G98. EQUIVALENT GENTLES BY 07FX.R NAWFALT1R35 MAY BE a. 0a.0e 14. STEE.JOISTS(IN7_UDIN6 BRID61N6) 514ALL CONFORM TO THE 5PELIFILATICN5 OF THE 57M JOIST SAW ITUTED, PROVIDED THEY HAVE ICED APPROVAL FOR EQUAL OR 6FEA71N LOAD CAPACITIES AND ARE - 2. Ef5I6N IDPDINS CRITERIA: TYPE OF CONSTRUCTION 28 DAY 57REWTN MAXIMUM MINIMUM CEMENTITIOUS MATERIAL INSTITUTE, LATEST EDITION, FOR THE J015T SM1 5 DE16MA7ED ON THE DRAWIN65. M OF BRID6IN6 ROS SUBMITTED TO THE Ey6INEER FOR APPROVAL. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY (f' ) SUMP CONTENT PER CUBIC YARD BULL BE FIELD MELDED TO 51UTJM STEEL ASHORE OR TO PATE EMBEDDED IN COMTE OR MA50 W MANUFACTURER, CONNECTOR SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S IN57FUCTIONS. ROOF LIVE LOAD 25 P5F A. ALL CONCRETE 3,OW P51' 5" 5�SALK5 UNLESS OIHERYISE NOTED. .DI5T MANUFACTURER SHALL CHECK ROOF J015T AND PROVIDE UFLIFT BRIDE% VFW CONNECTOR 57RAPS CONTEDT TWO!EMBERS, CENTER 57W ON JOINT AND PROVIDE MUIMR AND SIZE FLOOR LIVE LOAD(OFFICE) . . . . . . . . . . . . . . . . 50 P5F AS REQUIRED TO ADEQUATELY BRACE THE BOTTOM 0OW MAIN5T LATERAL WYEMHNf UNDER MIND(UPLIFT OF FASTENER,,AS SPECIFIED BY MANUFACTURED, WITH EQUAL WHEN AN SIZE OF Ff5TE ER5 IN EACH MENBEt, FLOOR LIVE LOAD(CQ4CM5). . . . . . . . . . . . . . . . . 150 P5F ' MIlES SRPLL BE PROPORTIONED OO AS NOT TO EXCEED THE MAXIM)!SLUMPS INDICATED. FRSSURE(SE DESIGN CRITERIA ROSE FOR WIND CRITERIA). ALL BOLTS IN MOOD MEMBERS SMALL CONFORM TO ASTM A301. PROVIDE MASHERS UNDER THE HEADS AND HUTS FLOOR LIVE LOAD(LIGHT STORAfi. . . . . . . . . . 100 P5F OF ALL BOLTS AND LA6 SOW-5 BEARIN6 ON MOOD. ALL NAILS SHALL BE COMMON VC 55 DTHERWIRE NOTED, STAIR AND CORRIDOR LIVE LOAD 1 W P5F THE MINIMUM MOUNTS OF CEMHNTITIOU5 MATERIAL MAY BE CHAN150 IF A CONCRETE PE,ff�MAMCE MIX I5 SUBMIT SHOP oRATINGS PND DESIGN ULOJUTIOS TO THE ARGM7IFLT AND 57RJCTIRPL EN&INEER FOR N5V?EV ALL SH[N5 SHALL RE£AOINcT AND DULLED AND THE SAME MADE(MINIMUM) A5 MEMBES CONNECTED. ALL � , PARTITION LOADING 20 P5F SUBMITTED TO THE EWIMIEER AND BUILDI 6 OFFICIAL FORAPPROVAL TWO MEEKS PRIOR TO PPLINW ANY CONCRETE, PRIOR TO FABRICATION. DES16N SUBMITTALS SMALL BEAR THE STAMP AND 516NATARE OF A RE15TD5D J715T5 AND MULTIPLE MIST BEARS BULL BE CONNECTED TO PUSH BEAMS KITN'U' SERIE5 J0157 HANGERS, �• GUAR,AILS/BALLONY RAILS . . . . . . . . . 50 PLF THE PERFORMANCE MIX SHALL INCLUDE THE WA MTS OF aMIT, FINE AND COARM ASSREWE, WP7EC AND PR'FEMIONAL EM67NEER, 57ATE OF WA5HM6TON, UNUEE5 OTHERAISE NOTED. L '.;,,5.. MECHANICAL UNITS . . . . . . . YE16HT5 NR415 E)BY MANUFACTURER ADHIXT/RE, AS ABLE AS THE WATER-CEMENT RATIO, SLUM, CONCRETE YIELD AND SBSTANTIATE%51TMTH ' WIND . . . . . . . . . BO WH, EXPOARE'C° DATA IN ACCORDANCE KITH ALE 518-89, CHAPTER 5. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT 25. ALL HUING SHALL BE IN COFORMAWX WITH AA.S.C, AND AA,5, STANDARDS ARID SHALL BE PERFORMED BY 51, WWD FRAMIN6 NOTE: THE FOIOIINW APPLY IRLEM OMERVI5E NOTED ON THE WNWIN66: EARTHQUAKE ZONE 3, R=4.5, 501L PROF III TYPE=5e INSPECTION, THE COST OF AHiCH SHALL BE PAID BY THE 5DERAL CONTRACTOR. WVIEI OF MIX SUBMITTALS KA.B.D. CERTIFIED Ma-PER5 U51N5 ETOXX ELECTRODE. ONLY PREQUALIFIED WH-DS(M DEFINED BY SEE DRAWIN65 FOR ADDITIONAL LOADING CRITERIA BY THE EWINEER OF RECORD INDICATE ONLY THAT IMORMATION PRI MED CONFORMS 6EM6NLY WITH CON"'P57 A,11.5.) SMALL BE USED, MH.DIN6 OF&WADE 60 REIMORLIN5 EARS(IF REQUIRE) SHALL BE PERFORMED A. ALL FOOD FRAMING DETAILS SHALL BE CONSTRUCTED TO THE MINIMUM STANDARI75 OF THE UBC. w WOUNE IS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPELIFIED PETIN"E. L61N5 LON HYDROR N ELELTROUM. MELDING OF 6RADE 40 REIN57ROINS BARS(IF EQUIREV) SMALL BE MINIMUM NAILMb SHALL CONFORM TO UE,TABLE 23-II-5-I AS WVN IN DETAIL 8/56.1, COORDINATE vDi 3. STRKTIRAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRNRINGS FOR OTODING ND PEIPORED LAIN5 ETOXX ELECTRODES. YE-DIN6 WITHIN 4' OF COD BENDS IN REINFGRLIN&STEEL 15 NOT THE SIZE AND LOCATION OF ALL OPENIN65 WITH MECHANICAL AND ARCHITECTURAL ORAYVIN65. PROVIDE F CONSTRICTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR CCNPATIBILItt AND SHALL AIL CONCRETE WITH WIRFALE5 EXP05ED TO 5TAWIN6 WATER SHALL BE AIR-ENTRAINED AITH AN AIR-CONTENT PERMITTED. SEE REINFORCEMENT NOTE FOR MATERIAL WOUI�175 OF MELDED BARS, OF CARS ENDER THE HEADS AND ' OF ALL BOLTS AND LA6 BOLTS EEARINS ON WOOD. INSTALLATION NOTIFY ARGHITDT OF ALL D15LREPANCIM PRIOR TO WN5TRILTION. CCPFORMIN6 TO UBL TABLE 19-A-1, O LA6 BOLTS SHALL CONFORM TOO I' OF AIDS SECTION 91],AND 1N5TALLATION OF BOLTS SHALL CONFORM 26, METAL POOR AND ROOF.DELKf N6: PROVIDE 5[ff, TYPE, &AGES, MD ATTACHMENT 10 THE SJPPORfINb T01991 AIDS SECTION 612. W 4, GIXNTRACTOR BULL-PROVIDE TEMPORARY BRACING FOR THE 5TRCTURE AND STRUCTURAL COMPOJENT5 UNTIL ALL STRUCTURE AS SHONA ON THE DRAWIN55. ALTERNATES 415T BE COMFLTD ADCMIN6 TO PUBLI90 ICBO FINAL CONNEGTIO5 HAVE BEEN COMPLETD INM.IN ACCORDANCE WITH THE DRAY 15, REINFORLIN6 STEEL SHALL CONFORM TO A5TH A615, GRADE 60, fy =60,000 F5L CRITERIA FOR DIAPHRAGM SHARES 51 MN. ALL PECKIN6 SHALL CONFORM TO THE REWIREem OF THE STEELB, WALL fRRNIN6: UNLESS OIFIERTISE NOTED, TW2 STUDS MINIMUM SHALL RE PROVIDED AT THE Eb3 v^ DECK INSTITUTE. OF ALL MALL5, AT EACH SIDE OF ALL OFENIN65 AND AT TIME ENDS OF ALL BENTS AND HEADS 5. v J 5, CONTRACTOR SHALL BE 95POSIBF FOR ALL SAFETY PREGA IQ)Ei,T106 AND THE MIEN505, TLa SEZENSE5 GRADE 60 REIN''WINS BARS WHICH ARE TO BE WE SE➢;HALL CONFORM TO A5TM AIDE. REINFORCEMENT SOLID SOCKING FOR MOW LOJJMS SHALL BE PROVIDED THRROLWF PROS TO SJFPORIS.BELOW. OR PROCEDURES REQUIRED TO PERFORM THE AM. COIPLYIN6 WITH ASTM A615(51) MAY BE WELDED ONLY IF MATERIAL PROPERTY Fevm INDICATINY 21. COD-FORMED 5m FRAM-SHALL BE OF THE SHAPE, SIZE, MID 6AbE SOON ON THE DRAMIM65. CONFORMANCE A17H MIDI*PROLEDURM 5FMIFIED IN A.A.5. DI 4 ARE SUBMITTED. NOTATIONS f�ON THE MAKIN55, ATIN5 TO MEMBER TYPES AHD SIZES OR MIXEL.4159.5 FRAMIN6 ITE 5, INDIVIDUAL MEMBERSOF DIET-UP STUD POSTS SHALL BE NAILED 70 EACH OTHER WIT! Ibd a 12'a STP&O35D. 6. CONTRCTOR-INITIATID GNAN6E 5HAL BE SBMITTED IN WITIN5 TO THE ARHITECT AND 5TRI6TURAL REFER TO CATAL06 NUMBERS OF MEMBERS MANUFACTURED BY KNOR2 STE3 FRAMIN5 5Y57ES, KIRKIAND, K4. 135INEOR FOR APPROVAL PRIOR To FABRICATION OR CONSTRICTION, OHAWE SHOMN ON SHOP DRAVIN65 ONLY PRODUCTS BY OTHER N048ERS OF THE"METAL STUD MAMUFACTIRBR'5 AMOCEATION' HAY BE SUBSTITUTED FOR C, RDE AW ROOF FRAMING: PROVIDE.MILE JOISTS AROUND ALL OPENINM IN FLOOFE OR ROOFS, O WILL NOT 5AT15FY THIS REQUIREMENT. It. RETFORLINS STEEL SHALL BE DETAILED(INCU DING FORS AND SENDS) IN ACCORDANCE WITH ACE 315-92 FRAMING SI MN, FROVIDED THEY ARE EQUIVALENT IN SHAPE,SIZE, STIFFNESS, AND 5706TM, AND CONSCR4 TOENAIL SO(575 TO SUPPORTS AM TVO ibd NAILS. ATTAOH TIMBER.JOISTS TO FLUSH HEAVERS OR AND 316-M, LAP ALL CONTINJOU5 REINFORDENBMI IN ACCORDANCE KITH THE'REINFORCEMENT SPLICE AND TO ICED REPORT NO, 4443. ALTERNATE FRAMING SHALL BE RE=TO REVIEW BY THE ARCHITECT AND BENTS KITH 5IMMSON META-X157 HPN6ER5 IN ACCORDANCE MITH NOTES ABOVE. NAIL ALL MULTI-JOI5T W T. ORMUNM INDICATE OESIAL AND TYPICAL DETAILS OF CONSTRUCTION. MERE CONDITIONS ARE NOT DEVELF434T LENSTH SCHEDULE" OF 2bJM,2 FOR CO CORER EARS AND 12/54.1 FOR MASONRY. PROVIDE CO BARS STRUCTURAL ESINER PRIOR TO FABRICATION. ALL COLD-FORE➢57EL FRAM!&SMALL AL50 CONFORM BEAMS TC6EHER MTH 16d® 12'oo 5TA�D. M SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOW, 51MILAR DETAINS OF AT ALL HALL AND FWTIN6 INTER£OTIO5 PER 20/53.1 . LAP ADJACENT MATS OF NILS WIRE FABRIC A TO THE A.I.S.C. '5PE6I96ATION FOR THE D5161N OF COLD-FORMED 57EEL 51RXTURAL MEMBERS." bV LL� Z CONSTRUCTION SA.L BE USED, 5UB.ELT TO REVIEN AND APPROVAL BY THE ARCHITECT AND THE 511MTPAL MINIMUM OF 6' AT 51DB AID M. ROOF AND E FLOOR BREATHERS SHALL RE LAID UP WITH&RAIN PROOF 5HEATHICULAR TO 5UPP. A PROVIDE _ EWIN�. 20. HEADED 51UW FOR CONNECTION OF STRUCTURAL 57EEL TO CART-IN-PLACE CONCRETE AND THREADED CPL 5T1O5 PANEL EDGE 0.1ES CENTRED fEIY�N JOISTS AT UNSLCCKID PGtf SEATIINW""' ALL FLOOR NO BARE PARTIALLY EMT',EDDED IN HARDENED CONCRETE SHALL BE FIELD BEM UNLESS OTKW15E NOTED ON FOR CONNECTION OF STRUCTURAL STEEL TO OTHER ELEMENTS SHALL BE MANUFACTURED FROM MATERIAL 5HEAT INB ED65 SHAD HAVE APPROVED TONHJE-AN2-6ROO E DIN15 OR SUL L RE 511FPCREED WITH � z 6. ALL 5TRCTURA-5Y51E5 COMPOSED OF COFONI TO BE FIELD�LTED SHALL BE SUPERVISED BY THE ORAWINY OR APPROVED BY THE STRILTURAL EN61tfER. CO60RMM6 TO ASTM AIOD AND SHALL BE YaDED IN OOFORMPoNLE WITH A.H.5. REQUIREMENTS. SOLID BLWKIN6, ALLOW}' 5PALINS AT ALL PANEL ED6E AV Eby OF FLOOR AND ROOF SHEATHINS. - THE SUPPLIER WREN&MMUFACTURINW, DELIVER', HANDLIN 9, STOWE AMC ERECTION IN ACCORDANCE TOENAIL BLOCKING TO SUPPORTS LUNFRAMED METH PANlbdEL R 16M AT BLOCKED FLOOR AND ROOF SPECIFIED. PROVIDE i WITH IN5TRKTIQS PREPARED BY THE SUPPLIER. 11. LOORETE PROTECTION(COVER) FOR REINFLRLINW STEEL SHALL BE AS FOLLOW5: 29, DEFORMED BAR ANCHORS 94U BE TYPE V2L AN&M BY NELSON STUD R LPIN6 DIVISION, IRK FLAT 2x BLOCKING AT ALL IAJRANID PPN�-E06ES AND NAIL WITH EDGE NAILING SPECIFI®. � Q ASSEMBLIES AND FASTENERS 6ROJP, OR EQUIVALENT. ANDHO5 SHALL.BE MADE FROM CON ROLLED, 9. SHOP DRAI1INCb FOR REINFCRGR6 STEEL(FOR EOM CONCRETE AND MASONRY CONSTRUCTION, 57"11URAL STEEL, FOOTIN95i MD OTHER UNFORMED 56WACM CAST A6AIN5T AND PERMANENTLY EW05M TO EARTH . . . . . . 3' DEFORMED 5TEEE-LOFORMNS TO ASTI A-49b. D, OF THE Ali NAILS MAY BE ON THE➢FOR COMMON ON N DEIOFD TO BE CORN. POMER DRIVEN NAILS J OPEN fEB STEEL J0I575, METAL DECKING, AND&LANE➢LAMINATED MEMBERS SHALL BE SUBMITTED TO THE ARCHITECT FORMED SURFACE EW05EP TO EARTH(i.e. WNJ.5 BELOH&ROUND) OR HEATER 1#6 BAR5 OR LARbER) 2' OF THE SAME DWEASNSTH MAY 0E SU95TI TO T FOR COMMON NAILS PROVIDED ThEIR MUPBER IS INCREASED ¢ Q _ AND 5TRJCTUW,L E 61W R FOR REVIE9 PRIOR TO FABRICATION OF THESE ITEMS. (A5 BAR5 OR SMAL.LER). . . .I'd" WHORASE: (SPACING IRS DEDREASED) PLCGRDING TO THE FOJ.OWIN6 FORMAIU: W T C/J W. . AFTER REVIEW BY ENSINEOR OF RECORD, DRAWIN65 SHALL BE!ENTITIES➢TO THE➢ DE'P127 IODINE NENT FOR NM5 AND MAILS(INTERIOR FACE) . . . . . . . . 6REATER OF(BAR DIAMETER PLUS V) o . 30. EXPANSION DOTS HMO CONCRETEMD 50LIDEROJiD MACzTRYBLWKS SUE.BE 'KAIK BOLT Il', AS 5' =5 x L RVIEM ANDAPPROVAL PER SECTION 10b.3.4.2. APPROVED PLANS AND SPECIFICATIONS SHALL NOT BE 16. FIBROUS REIN-OPCEEM: POLYPROP11.EE FIBROUS REINFORCEMENT('FIBERM54', "GRACE FIBERS% OR MANUFACTURED BY HILTI CORPORATION AND INSTALLED IN STRICT ACCORDANCE AM HOBO REPORT NO 4621, OHAN6D MODIFIED OR ALTERED AITHOJT AUTHORIZATION FROM TE EUIUDIN6 OFFICIAL PIN SECTION I06.4.1. EQUIVALENT) 54ALL BE USED �.MN NOTED QM THE GRAVIN66, SUBMIT PR2P05M PRAULT DATA AND INCLUDING MINIMUM EMBEDMENT RS111RMBVTO, 5UB57ITUT5 PFRPPff_ED BY CONTRACTOR SMALL BE SUBMITTED FOR 5 =MEN RE21IR£D SPACING U� cc 5FEGIFICAT126 TO THE ARCHITECT AND 57R10TURAL EWNEER FOR APPROVAL. ADD FIBERS TO TIE RVIEN WITH ICW FORTS INDICATING EQUIVALENT OR 6REATER LOAD CAPACITIES, IN ADDITION, FOR AIM OR 5 =DE516N SPACING 6WMW ON THE DRAHINIS 10. SOP GRAINS ZVIEW: DIMENSIONS AM QUANTITIES ARE NOT REVIEW By TE EM61NER OF RPLCW, AND CONCRETE MIX Alb FINISH IN STRICT ACCORDANCE MITH THE WAFACTU1R R'5 IN57RZTIOS SEISMIC APKICATIOS, SUESTITU7105 SHALL MEET ICBO ACCEPTANCE CRITERIA AC01 SPECIAL INSPECTION 15 O =COHESION FACTOR THREFORE MUST BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL REVIEV AND STAMP ORATIW REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. FXPASION BOLTS SMALL NOT BE U55 AS BIBSTENTES FOR Z d- U PRIOR TO REVIEW BY EWIREER OF RECORD SUBMITTALS SHALL INCLUDE A REFMCIB E AND ONE COPY. 11. NON-BRINK 6RWT SMALL BE PA15FO BY AN A'PROVD MANUFACTURER AND SHALL BE MIXED AV PLACED IN EMS ANCHOR BOLTS UNLE55 5PECIFICALLY APPROVED BY THE 5TRU67URM-EGINEM. NAILS DIAMITEt .POEM DRIVEN NAIL(DIAMETER LE6THU C � c THE REPRODUCIBLE 5HAL RE MIXED AND RETURNED. STRICT ACCORDANCE WITH THE MANJFALTURE�R'5 IN5TRUCTIO5. ORCUT STRENGTH 50ALL BE AT LEAST ECUPL G TO THE MATERIAL ON AHIOH IT 15 PLACED(SOW F5I MINIMUM). 31. DRIVE PINS AND OTC PODER-ACTUATD FA575NEfS BNA1 BE HILT) L04Y-VH.WITY TYPE(0.145" DIAMETER Ed 0.131" 0.092" x 2q" 0.6 SHOP DRAHIN6 SUBMITTALS PRCESSD BY THE EWINEER ARE NOT CHM6E ORDERS, THE PUME OF 50P UNLESS OTfRVI`..E NOTED), OR AN APPROVED DUIVALENT IN 5TFB46TN AND E'NBEDMENT, INSTALL IN STRICT 0.W9" x 2�° 0.6 C/ ) U GRAIINS SBMIEALS BY THE CONTRACTOR 15 TO DEMONSTRATE TO THE EN6IREEA THAT THE CONTRACTOR MASONRY; ACCORDANCE WITH 1030 FORT NO. 23W. MINIMUM EMBEDMENT IN CONCRETE 56W-.ESE I" UNLE55 07EM15E 0.I13" x 21, 0.6 �/ UNGff5TMD5 THE DM16N CONCEPT BY INVILATIN6 WHICH MATERIAL 15 INTENDED TO BE FURNIBfD AND INSTALLED 20. CCNWE MASORY UN[T WALLS SHALL BE LOST ZTED OF GRADE "W, 71PE "1" WT5, LONFCR INS TO A5TM NOTE). MAINTAIN AT LEAST 3' TO NEAREST COCRETE EDGE. - 0131" x 21' 1.0 AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METWi. IF DEVIATTOS, DISCREPANCIES, C90, LAID IN A STALK BOND. MORTAR SHALL RE TYPE "5" PER UBC TABLE 2I-A. 6RWT SHALL CONFORM TO OR CONFLICTS EE MEN SOP DRAKIN6 SJBMI7TAL5 AND THE CONTRACT X6UM3NT5 ARE Pl5COVERED EITHER UBO REQUIREMENTS AND ATTAIN A MINIMUM COMPRESSIVE 57RE%TM O 2,0W P51 AT 20 DAYS, 0E16N F'M = 1500 32. EPDXY-&ROUTED RODS OR BAR TO CONCRETE OR GSI SPECIFIED ON THE OMPANY, NULL BE&ROUTED WITH ION 0.148" 0.131' x 5° 0.5 PRIOR TO OR AFTER SHOP DRAWIN6 SUBMITTALS ARE PROCESSED BY I)E EWINEBR, THE DE16N➢RMTIN&5 AND PSI. 5TRE6TH SHALL BE VERIFIED BY PR15M 7ETIN6 IN ACCORDANCE AM UBC SECTION 2105.3.2 OR 'Sr EPDXY-TIE ADHESIVE" AS NO. 52CN,®BY I%MIN SIROG-TIE COMPANY, INC. INSTALL 1N STRICT 0.151' x 3' Lo _ SPECIFICATIONS SHALL CONTROL AND BHALL BE FOLLOWED. 2105.3.3, OR SHALL BE VERIFIED BY THE UNIT 5T ENSTM!METHOD IN ACOMRNCE MITH UBL SECTION 2105.3.4, BY CONTRACTOR AITN)LBO REPORT SUBMITTED TTE SOTS, INCLUDINT MINIMUM FORTSEMBED INT CATI N EQUIVNTSALENT NT OR 6REES PROPODD 0.148" x 3' I.0 PULL STRESSES ARE REQUIRED. BY CONTRACTOR N ADD BE SJBM177KI FOR RSEISM WITH HOBO FORt5 INDICATIVES BHALL 47-�W A7ER)DAD SHOP DR lW OF V 516N BUILD 01POENTS INCUJ ING STAIRS SMALL INCLUDE THE DL°ION1N6 PR755IOMAL CAPACITIES. IN ADDETILN, FOR WIND OR SEISMIC TEMPAPPLI ANCHOR SJ%TITUTIO6 SHALL!EFT [CEO ENLTUBES 12d 0.148' 0.151' x 31' 0.7 EN5INMR'5 STAMP, STATE OR MUNHIMTON, AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO UNLESS 07HERHIM NOTED, PROVIDE THE FO-LOTIN5 REIMORCEIBNT: ARE AL58. SAT CONIAL RETE.INSP OR 50 OF EPDXY-HOLM I ANCHOR INSTALLATION IS REQUIRED. SCREEN TUBE 0.131° x 3:° 0.8 CURSORY REVIEW BY THE ESIMER OF RELLRD FOR LOAD5 1WO50 ON THE BASIC 5TRZTURE. THE COMPONENT ARE NOT HAMM REQUIRED AT CONCRETE OR SOLID EMU. HOLE IN CONCRETE PND'.ACID CRU MAY&'DRILLED By WRIN'i 16d 0,162' 0,151° x 0.1 DEIGNER 15 RB5PC .E FOR COGS COFORMI AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED B" WALL5 K5 a Woo. VERT. (2) e5®48°cc. FGRIZ. OR ROTO-HAMMER UNLESS NOTED OTIfi97I5E. 0,162" x 51' 1.0 OJT ON AZH17ECVM OR 5TWIRAL DRAYIN%i 540P CRAIIN65 SMALL INDICATE MA£NITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. PB16N GALWLATIOS SHALL B:.MALE AVAILABLE UPON RE2,157 IN ADDITION, PROVIDE(I) •5 VERY. AT EACH SIDE OF OP@NINYfi, AT KALE CORNER AN) IN7ER5DT(O5, Hoo: AT FREE 005 OF WALLS, AND(2) 45 HORIZONTAL AT ELEVATED POOR AND ROOF LEVELS, AT TOPS OF 11, 5FMIAL INSPFL7ION: CONCRETE CONSTRUCTION, MASONRY CONSTRUCTION, 51RXTURAL STEEL FABRICATION AALL5, AND ABOVE AND BE-OA ALL OFENIN65. ALL HORIZONTAL FEWORLEhEM SN1-BE M.ACD ENS IN BOND B . 555 FRAM!& `'H�BE KILN DRIED OR MCC-19, AND GRAD➢AND NPIRKD M CONFORMANCE WITH A.C.L.B. AND ERECTION(NAWIN&FEET➢AEDING AND H16H-STRENSTH FIELD WELTIN6), METAL DECK INSTALLATION EXTBO REINFORCEMENT AROUND OPEMN65 2'-0" BEYOND FACE OF OPENINS, IF 2'-0' 15 UNAVAILABLE EXTEND STANDARD E2WIIW RULE FOR MEET CAST LUMBER NO, 11. RIRNISH TO THEFOI0AIN6 MINIMUM STANDARDS: (INCLUDING FIELD VELDIN6), EXPANSION 50L15, T-SEALfD EXPANSION INSERTS, EPDXY 6ROITED INSTALLATIONS, REINF9ROEENT M FAR AS P0551BLE AND HOOK, PROVIDE 6010a BARS TO LAP HORIZONTAL REINFORCEMENT AT SHEAR RAJ-FA5TENINS, DIAPIRAWI MAILING, HOLM INSTALLATION, AND DRIVEN PILE INSTALLATION SHALL COWERS AND INTSbECTICNS, JOI5T5: (2t MEMBERS) GU16LA5 FIR ND. 2 RE SPON15D IN ACCORDANCE AM MOTION 1101 OF THE UBC AND THE PROJECT SPECIFICATIONS BY A MINIMUM BASIL DES16N STRESS, Po=BTB FSI, Fv =95 FRS[ QUALIFIED TESTING AGENCY DMINIATED BY THE ARCHITECT, THE ARCHITECT, STId 671RAL EGINNE£R, AND THE FILL ALL CELLS WITH 6RWT. USE WEN-5D UNIT5. PROVIDE CLEANOUT HOLES AT BOTTOM OF ALL CELLS BIIIDIFG DEPARTMENT SHALL RE FURNISID MITI COPIES OF All. INSPECTION REPORTS AND TEE RES1L15. CONTAENINS REINFORCEMENT. 51W5, PUTS, LDSECi/ iNUS.AS FIR AD. 3 OR STUD&MALE MJ%aiANEOJ5 LI614T FRAMING: MINIMUM BASIC D516N STfdYi, Po =500 PSI, E= 1400 KSI / -�. Fc =150 PSI 6E07ECW6AL: 5TEEL: NOTE: FINGER JOINED STUDS MAY BE SUMTITUTM ONLY IF TRY 5DH(�T IWEX; F 5 8/88 CONSTRU. SET 12. FOUNDATION N7R5: SJBGRAM PREPARATION INNCCLUDINS DRAINAGE, EXLAVATION, COMPACTION, AND FILLINW 21. 5TRZTIRAL STEEL;516N FABRICATION AND ERECTION SHALL BE BASED ON THE LA75T EDITIONS O•THE MEET PRESCRIBED 5TR•55 CRITERIA, 1/( - ----- `1 REQUIREMENTS, SHALL CONFORM 57RICTLY WITH RE+.OMENDATION5 61VEN IN THE SOILS REPORT OR AS DIf5LTD A.I.S.C. SPECIFICATIONS AD LODE: 51,I MINERAL STRUCTURAL MOTE - -BY THE 6ECTISCHNICAL E6IN0E R. 5ACKFILL BEHIND ALL RE7AINI%WALLS MITH FREE DRAINING, 6RAWLAR FILL 34. AITH FLOOR 1 AALL SHEATHE SHALL RE PPE RAID, OREEXTERIOR M I ORIENTED 1 Fl-YH7A, IN CONFORMANCE IN AND PROVIDE FOR R85UWACE DRAINAEE A5 NOTED IN THE&WTECNNICAL FORT. I. SPECIFICATION FOR 5TRUCTURAL STEEL MLDIN65-ALLOMBLE 5TF5 DE516N. AITN UBC STANDARD W STANDARD APO RAID,MAY BUSIOR OR N LIE) I LY'"A STRAND BRAND(OW), 1N t SANS: --- -- COFORMAWE WITH U3C STANDA®NO. 23-3 MAY RE USED IN LIEN OF PLYWOOD AT INTERIOR VBtTI WL SJRFN% � 52.7 FOUNDATION PAN LATERAL EARTH FM55M(FTRAIND/UMEETRAINED) . . . . . . . . 55 PCF/M POP 2. LOG£OF STANDARD PRACTICE FOR STEEL BUILDIN66 AND 5RIC6E5 AMENDED BY THE DELETION OF THE ONLY. SHEATHING SHALL BE MANUFkNRD LIM THE PROVISIONS OF VOLUNTARY PRODUCT STANDARDS PSI-83 OR 52.2 SECOND FLOOR FRAIEN6 PLAN - FOU-ONIN6 SENTENCE IN PARAGRAPH 4.2.1E "THIS APPROVAL CONSTITUTES THE OiER'S ACCEPTANCE OF P52-92, OR A'A FRP-108 PEiPCRMANCE STANDARDS AND POLICIES FOR STRZTURAL 95E PANE-5. 5E ORAYINe PILE CAPACITY(CONPfEY1ON/1EN51ODUTCRAU TO TORS/50 TORS/23 KIPS 52.3 ROGf FRAMING PRAM e FOR TNICKNEM, `.PAN RATING, AND NAILING REQIIRERffN75. UMI55 OTHERVISE NOTED, WALL SMATNIN6 SHALL SOIL PROFILE TTff Se ALL RESPONSIBILITY FOR THE OAS PA T OF O ANY DETAIL CTHE EJRATILN OF CONNECTIONS v ' ' ' ' - � � � ' � BE 112' (NOMINAL) WITH SPAN RATING O'24/0. EWE FLOOR BFATNINW TO ALL SJPPORTIh&M33F,I�KITH DEVELOPED 8Y IAMB FABRICATOR IRS PART OF His PREPARATION OR TC�k SHOP DRANlNI(fi.' ADH�IVELdF-aRMIN6 To APA SPFLIFIcnnaN AF6-o1. DETAILS: 6DT22, lgL FO2f R3�ffN'E: A6RA EARTH/ ENVIRO80NTAL, INC. FORE K0-9IM-12347-0, DATED EC s DULY 22, I99B. 3. SPDIFlLATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. V --""- '< M. ALL WXD PUTS IN DIRELY CONTACT WITH CONCRETE OR NA50NRY SHALL RE FRESBUTS-tREATD WET!AN N M.I FOUNDATION 0tTA1L5 �' M.2 PORDATIQN DETAILS BTL, 13. DRIVEN PIPE PIL1N6 IWRELTION BY THE 6E77ECHNICPL EN61N ER SHAD.BE PERFORMED WRING PLACENNT LEDVER5, RCKIN6, ETC PROVIDE 2 -7ELAY OR HA ASRIALT-INPR65NAlFD BILDIM6 PAPER EETYEEN UNTREATED _ ..__.- 22. STRUCTURAL 5'IffU.BULL CONFORM TO THE FO.ROIIN6 REQIIFE0NT5: I 54,1 MgRfM4Y DETAILS MAXIMUM PILE ECCCiTRICItt SMALL RE 3° LATERALLY. PILE LEN61H SHALL BE ESTIMATED IN ACCORDANCE LEASERS, BLWKING, BTL., AND COYSSTE OR MASONRY. _N k WITH THE 6EOEECHNICA-!REPORT AND PRDXLT 5PECIFICATION5. ACTUAL LE16TH SHALL BE DETERMINED IN TYPE OF maw A5TM 5E6IPICATION FF FIELD BY THE 6EOTE6NNICAL EN6INEER, THE CONTRACTOR SHAD.DETERMINE THE LOCATION OF ALL ADJACENT 55.1 ODLKIN6 DETAILS HRB UNI)ERbIARJD UTILITIES FRIER To DRILLING PILES. A. PATE, AN61-E, AND RODS A36 36 K5I j 55Z TYPICAL STEEL FRAMING DETAILS : B. 5HAff5 A512 50 K51 / 55.5 OFFICE FLOOR FRAMING DETAIL5 JEC C. PIPE LOWMN5 A53(TYPE E OR 5, 6RADE B) 35 K51 /t 55A OFFICE WILDIW M55 ELEVATIONS. D. PIPE PILE A252(6RAVE 2) 35 K51 55.5 TRIM DETAILS E. 57RXTURA.TUBING(50JARE OR RELTAN6ULAR) A500(GRADE B) 46 K51 � 55.6 OTICE ROOF FRATIN6 DETAILS } s, F, "NOR BOLTS 4 BOLTS TO ACT MEMBER A30T !7 55.1 LOMOW TRFS BFIATIO.N5 AND DETAILS / COUGH�EIN PORTER LUNDEEN. ` ,°w�,du.w�rOC:x=" 6. CONNECTION BOLTS(I'' ROUND, UNUMS OTHERTI5E NOTED) A325-N 55.E COPMOS FRAMING DETAILS I Co 56,1 A009 FRAMINS DETAILS 2 w 57.1 METAL FRPNIN6 DETAILS f y C r �xuac J /muD NN'� GENERAL STRUCTURAL__ NOTES M - 88-0027-04 k MAY 18, LEES CONSTRUCTION C r --A LA 4 -- -- 24-2 _ - Yr I7B'O' as <C .� Ib'-0" _ Ib'-0" MAT YU NS�e08xDEW. m aSiRUGNRAL 'I. Y 90 II'-0" 160 Ib-0 - � 10'-0" 6153 E . o o a 5-OUS' 4 (} 4-Oi M 1p T F3 U N Plan Notes: �, MID-DEPTH OF SLAB / 13r53.2 /-2'SLAB G�2 �---- 1 �� SLAB ELEVATION SHALL BE A5 NOTED ON PLAN. SLAB-ON-bRApE '° 1: DEPRESSION Qfi , rv' _I SHALL BE 3'THICK A/REINFOftLING AS NOTED ON RAN,UAN. (SEE 4/53.2) rz`^ . ® �� .. __ v 1l �Qs.I 12'-5�" 24'-2' ^ PROVIDE 30 MIL VAPOR BARRIER BELOW SLAB AT INTERIOR SPACES, SEE ARCHITECTURAL ORAYUN65 FOR SLAB DEFRE5510N A�`0 SLOPE •n. °n^a. I RC-OIIIREh€N75, PROVIDE FREE-DRAINING 6RANKAR FILL PER -'f .AY r7.1, Q + _ 501LS REPORT. B1 51M s-e/ ImI� VVV»"""'.. IOI _y 6 10`il - e 2. PILES SHALL BE CENTERED ON COLUMN GRID LINES U.O.N / 2 � � v L_ 'per C2 � ���y j 1� y y y� -�y� p� � a� 3. SEE 22ls32 FOR TYPICAL FILE. e � �Q �az 4 EXTERIORSTUD STUDS L BE R TIPE f 5/561. SEE 57.1 6.1 F - " YYY�Q y y u u 1 __ u III III, UARAkL 1 _�N Q� SPECIAL STUD WALLS SHALL BE PER PLAN/EAR . SEE PANEL 1 FOR e yRApE �T- 7F�. SPECIAL WOOD STUD REOUiREMENTS AT SHEAR NUdL PANEL JOINTS. y I y 1 1 '4- sere 3° ms B m 'N 1 11 j � I� 5. HEADER5 IN METAL STUD VA L 5 SHALL BE PER 5 PER 6/. UAN: 5Te sell 9 �,e 1 1. SEE PLAN NOTE 9. I .9(.� HEADERS IN WOOD SOW ViALLS SHP11 BE PER 4/SG UAN. w / Ri3 STtS 5 IS ( 1 cT15 �,'. SrB 5Br ST9 SBS 511E e9y C' C� v i ',' 0 �SIIL 1 1 �� I I- y. b ALL EXTERIOR WALLS SHALL BE SHEAR WALI.TYPE'SW-I°PER _ N � I � \ I I ' _ 51HEDULE OF 18/56I U.0 N r D 'Y1 __ 7. JAMBS E(2 AND POSTS SUPPORTING BEAMS OR HEADERS ABOVE �p I -I - -�_Iq y'P y Q� .(�. y'Ui y 1 yQ/ \ \ �' 1 �fi, SHALL BE(2)STUDS,UA.N. I p- n o ,Y .I �.. -J -2\� „j .ey�4 j i f��'y'� J I' Q\�' \\ /�,la4`o� `- ^ 6. WHERE ADJACENT SHEAR WALLS ARE IN GONTf�T,FASTEN STUDS v J oS •�Fi m m Is)saa 0 a r� P� sea sale -0 SCHEDULE PER FACE NAILING'LOUIMV OF THE SHEAR b/53.1 WALL E �II ,y �� ` - 6 6B B _ - R + Is-n a SUM. o OF WSLE OF 30/Pb.l OR PER"SCREW5 TO YLroD BELOW COLUMN y y� P I P U, Z t s � I I SB �. y k` l y Q G l l y 17/531 y Q I>r> I 9. THE SLAB IN THE COMMONS WILY,EAST OF GRID CE SHALL BE 3y"TACK. C) _ �_, - `� 4 III sn. THE TOP' 'WILL CONTAIN TOOLED JOINTING AND SHALL BE CONSIDERED T _.. A �_ y F _ i _ NON3TWOTLRAL SLAB TOP STEEL SHALL BE PLACED IY CLEAR FROM c*r U mLLJ ,_ 51N-1 I �2 ��I � H-5 4 a,.. � _ ^ ' HI4 H-4 --H-4� -_ - THE TOP OF SLAB, 6B-12 6B-14 - -- �l =1 `�' Sfil3. Ai --Gq l -__ �� �� m t m >> ry 10. 9FP AFLH'L FOR SPECIAL FINISH RECdIIRBHENI5 OF EXPOSED LL� Z 52 IK.. - .Ie/53.1 B SN.sIPE�/53.1 12/53.1 = RYWOOD SHEAR WALLS. 4LD__ _ a PE mi `-s 'J ' L' fir' - _ __mil - - �� _ ,% >51M. V� - 3'h Q LLJ m' STe V N.iii,i fpl glt2 CES) ._GL b^ 1`�`\ I f Legend: ~ co m _ z ��I -W 12'STRUC uS III J+ - 12"STRLONRAL a54.I X'-%' TO.SLAB ELEVATION �' 5-AB-ON-GRADE 2a631 'i__� _6B_I�� ��� �6B4 CJ�w gB. ._ _ - HOLDOYMI MARK PER SChEDLLE0F12Fcb,l Lu Lu -2'-b'K2'-b'#-0�dp ir- -- fi r -_- ___ _ ° S6 �MATLH EXTERIOR FACE OF 68-I GRADE BEAM PER 50/53 2 T �- FOOTING REINF YV III 11/56.1 GRADE BEAM TO SPAN i 12°SLAB-0N6RADE _ (3)5 EA BOT 1. � m m I'I b'STRUCTURAL I I TYP. WALLY Bi EXTERIOR Y�_�� 5W-X SHEAR WALL PER SCHEDULE OF 18/56.1 OR 30/56.I = O MAT W/5 @ 15'oc EA 9 (3 PLACES) tR m SLAB-0N-GRADE 6' q PALE OF MAr�JNRY WALL C) MID-DEPTH OF SLAB �I �ryp '0 � .>pp �i �p NOTE CHAMSE5: 5-6XX-XX METAL STUD FRM9N6 PER 30/57.1 Z j d5'.NIQ I 4� S�' 0-0 'II0 • MILES REMOVED ALONG GRID C3 AT GRIDS CA,CB,GC,CD,CE AND CF. W2X WOOD STUD FRAMING PER 5156.1 ^� Q G&1„ III / _ 6B-2 V / -cr Q • PILE CAPS REMOVED 6RADE BEAMS MOONED AS REGU RED TO ENCASE PILES. <X> NUMBER OF STUDS IN MULTI-STID POST -_ -_- • REMOVED DUNATER SEPARATOR AT GRID LA 3 H-% HEADER (AND SILL WHERE OOCUR5)ABOVE PER 6/57, m II n t • ADDED NS,SILAS,M FOOTIN65 AND/OR PILES FOR ENTRY,TRAN5FORhER, J (50J SGMIARE BASE PLATE-SEE DETAIL 21/531 RECEIVING,MECHANICAL NJIT AND STAIR 5. Bar Legend: 1 v N 0-1„ r 6B-7 `�. / T TRUE NORTH S5 - -� _ lil / /� /, re. ---0"TOP,MGUANTITY(1'NERE SPECIFIED) Sl-w1$ � h)SULviT<FJ J� -- 7--, �Sj 'lamV 16 BAR 51 E �{A I1 IF I l T ®5PALIN5"ED.SPACE`MIDDLE, BOTTOM�'E C2u:2£O Aga 1`.M1�Ci a � /6' �� .� IF NOT SPECIFIED) W^�C P2c j c c- YY�,a N i.+✓+t, . B m / m � (B)5815 L�/J6:Ntti-a. aa.Vh 142c./+;TEc.� 9 ! 68-1 p yUDEN6RP`OE�DE scALE`ve-r-o I r w-34 __1; - - - 00° -+g �, / 16'�� 1 I �gJ1RE7 DyfT.N'LB foe :IN SrtV clRT, r�1 \ tSEE N07E 10 / _yj'" t � 6W-4 66$2"~ ,e _ ��¢Z` 1 n �� -0 I �1 / CI _�---+�� -� I 5/18/88 CONSTRU. SET 4m _z,.: 0�' m, n i / J -- " B'm sro. i ;w5�1k - o L__-__/ IP/(�/� /,, I �11 iDq !!l ! � �Y`� PIPE 5+ 6"SLAB-ON-GRADE 1 - ` MAT W75®IB oc EW. MID-DEPTH OF SLAB 11 I �^(ll 5KENED COLUMN 11 �1 5532 yTI I � s .'t �� 6ppD 11 na/ �1 W�� �11 e'S °ati 11 1 1v I a°mPIPE ec - - 1 (j/ ry/, 1 1 (a PLACES 17��, 1� yl/der' '!' �IJ �1 1 O'0° hl %-�1 I 'I, BTL 1� Ttl I l > ��11�11 fj i l 6 a '. Isris l 1 sa � -�i / 3 � I, ! � I� / �, T\ MaS CSD 10 ss, er i l l -��- - v'� ,' / / �--1 MRB I L �8 -�- 1 �I 1 1. lam_ b• 1 -1 :... '. 1 1 - �� / 1 ��. 11 } 311 v� 5� 1 'l PPE I �� 1 1 COUGHLIN PORTER LUNUE€% A5 16 I,- !:r w l 'e s„^r rya l !/ � -If /� (! ,�A3 1 �I g _ sue_ I1 231s 1 11 1/53.1 O �V I 'I 1UI l/I y'/[[ I ' -�1 �� 1 1 �;y'°I 1 YU wI w e 1 B.cot ^ - �•. _ I ,�r1 1!/ l 4--- I Ip� 1 - 1 N` 1 cry -<a�To u�N �, - L / * _ i - / 'I _ -J._ 4 l t L / l 11 //I Hj 1 /+G -.: l I "" 1 W-'Z / x ,-� ✓ 'I 1/1 , sio ��� ' -- --S�Ev / .�._ I!/ /(l I i i SB p� _ 1 I 1 bNAL E � 1 � - _ � 111 ? 1 / ,� �� $ l �z � / ,p�l a�l � 1i1 >; 1�1 1 1 111�4>To�ALIGN � 1. W1 � 0 1'� � 1 ��I► 1i I .tnHw�-' bti a T� Ty a L �� ww.I r yyd } FOUNDATION �6 �� PLAN- - � w5m.1 I e I 7 _ _ ° � B'o sb 5W -- �s.r \` / ` S" L ��� �\ `_16'.p 26 �I I PIPE .. I -1-. 1'U 4ab° M 0027-04 �ARCHy 16- ° MAY 18. 7998 _ SLAB-ON-GRADE 2isv I. bra ��-� =,a 2,2104 e Yj to. `-� :k/ -_� - C q1 CONSTRUCTION 2.-1__-__-SET CAA �q1 (Cy D C (CI� C� � � �J �•y CI C � m 16'-0' Ib'-0" Ib'-0° I9'-0° II'-0' 16'•0' 16'-0' DO'-0' Ct MCUx45 5'4 ' 4'-i�'. 4'-0i' M I•T H•U N MC1 � Floor Framing Plan Notes: E MG2N45 ',di2 2 ,. D0'-0"] 22/552 ` '' I. FLOOR SYSTEM SHALL CONSIST OF N'6YFCRETE TOPPING i;;.i`e;;••z;. - ' Z TYP. bKAb OVER%'TMC,<T46 SHEATHING(PAWL INDEX 4S/24). NAL f2' 24'2' 27 11' _ _ ;, SHEATHING TO ALL FRAM PANEL EAxiE5,DIAPHRAGM BOUNDARIES, .. . .•. . °" x02 1 ,x50 NBx46 I2552 m 5TRUf5,BLOCKING AND SHEAR WALL5 BELOW W IOd a 6'oc. NAIL , - V o - SHEATHING TO ALL INTERMEDIATE B;PPORTS W/IDd a 10°oc. GLUE TIV. __ b x 5,5A - ry _ + n 2-b' SHEATHING TO ALL WIFFORT5 W/ADWVVE COtFORMIN6 TO APA - a 12x10b' n ; SPECIFICATION AF6-0I. Ilm a5x= o q k26 / �C2� ' ,2i 1 ]', bx31 _11/553__.. -.- } 2. AT AREAS INDICATED AS BLOCKED DIAPHRAGM,PROVIDE Zx FLAT . _ - r� < 3'NOIMNAL TI6 PANELIM M. MAILSGENERAL THINGSTRUC O AL NOTES)AT AL. DIAFHR D / � '�0 6 5W-4 YVb 4 W..�2455.0 O G2T� PANEL ENxES. MAIL SHEATHING TO ALL PANEL ED66,DIAANPGPi C3 - G n ay;Q •a9A BOUNDARIES STRUTS BLOCKING AND`SHEAR COALS BELOW iW IOd a 4"oc. T ---- - --. D�CLT46 4. \ s NAIL SHEATHING 70 ALL INTERMEDIATE SUPPORTS YU IOd a 10'oc. Z FISTS GLUE SHEATHING TO ALL SUPPORTS YV ADHESIVE CONFORMING TO (wbMJieader) APA SPECIFICATION PF6-01. 'o o 3. EL AREAS INDICATED A5 BLOCKED DIAPHR S)A PROVIDE A PLAT To BLOCKING(PER MAIL SW THING TORAL NOTES)AT ALL UNFRAMED ,b15T5 PER PLPN WBx10 TYP. 18Ph. 1 3 Y�.D�D+T l SOLT 7fi' PAIL EDGES. MAIL SWATHING TO ALL PANG.EDGES,DIAPHRAGM v J -. 1 < -WTrW TYP. TO WB 51M.TOO 1456.1 L _D TYP. 50LADARIE5 5TRUT5 BLOCKING AND SHEAR COAL A/IOd o 2"oc. 2 NOTE-4-CONLIWGUS (II'-516'] LS BB.OW OVCR(2}gp � a T CJ NA.SS£ATHING TO ALL INTERMEDIATE SUPPORTS YV IOd a 10'oa. F ANS ICI T05�11� �IINT6UFDIA i _ �5 THESE LOCRTIOFY� ��' 3"NOMINAL Ttb GLUE 54EATHIN6 TO ALL SUPPORTS.YV ADHESIVE CONFORMM6 TO uj " SEE 5 EL A.P.A.SPECIFICATION AF6-01. R. t -aye WOOD DECKING % `,�24/551 TOSEL.:S'{f• IIiS,.I ` '�'^^' 0 2455J! 24f�2 ._ '� 90558 4552 .1 i RED (nhd header)TYR 4. FLOOR JOISTS SMALL BE(2)2x10 a 24'oc UDN. W 116'SPACER PER 2g553. V 1655.'I 1 _ / 4 S. EXTERIOR METAL SM75 SHALL BE AS INDICATED ON 52.1,U.ON. a s1 �.. "66x31 y� a1 V 1o57J a a19 DOOM STUD WALL5 SHALL BE PER PLAN/5561. 1, ' 10/S5 iWALK PER 655.T IO/52 " 1 0 , - p -- e j ^ �!� --� - (1 _ ..�_ ______�. (nhd _ _ C4 6 ALL EXTERIOR WALLS SHALL BE SHEAR WALL TYPE'SW-I'PER O WBxlO m ^- �. a o CA ED STAIR STRINGER SOBWLEOFB/56.1,U.ON. _ PER s .T �� wbdO 5y ILRTOR �-�TMP <I %BEAMSOR WADERS ABOVE 1- CATWALK Rdl% ai 8,x31 STRUT C8 ,. 1MB 5TIA5 AND POSTS SUPPORSI HIM I g511 - r x�'T SHALL BE(2)57�A5,UA N I.x (n6d hd•) 4 (nrcd ) / /T'- °l 1 6'0 STD.PIPE ! b°P STD.PIPE �T a q0' 1 O r . `0 s 6. Y4ERE ADJACENT SHEAR WALLS ARE IN CONTACT,FASTEN STIRS Q Z = - J '�. r ao - 51M. . 82°. k/ N 9/511 m `-'' ''.. rv' �,d 4 �. T06EN R PER FACE NAILING COLUMN OF THE SHEAR WALL U O i `,._� ,.,W" \. j i Nx}) c b'O STD.PIPE 6"6 STD.PIPE � SCHEDULE OF 3O/Sb.1 OR PER"SCREWS TO WOOD BLOW'COLUMN zrL OF D/S6J. 5p x aq W do i do .n p /STEEL F�tICATCR TO ro `{-[IO'-0'] � .T 9. 5ff OXAROHL.S FOR SPECIAL FINISH REQUIREMENTS OF E�OSED F� (f� .� m: .. ') �, L� DETEFWINEELEVATION TYP. q'-0' PLYWOOD SHEAR WALLS. eJ Q BENEATH S OF VOXIO T 10 HERE NOTED AT GRID SA. CONACT 3x POW PLATE OF 30553 TO N2§ Q = (f� W/b)CPL STUDS. BLOCKING OVER 5x WOOD PLATE NOT REQUIRED LL� _ � W do do THESE(2)LOCAilONS. C/3 cc Strap Schedule: Legend: y .n do 1c do N N Q mTrk �'-or" ca I SPAN DIRECTION X�_X. TOP OF FINISHED FLOOR ELEVATION•TLP 12553 � A C516%19'-0 NAILED OVER SHEATHING TO BLOCKING OF SHEATHING ELEVATION Iko'LCV�,UDR c < Q _ _._. _-- _._ ._._ _.-..._. 5A'-x SHEAR WALL PER SCHEDULE CO W56.1 OR 90F.b.l `�-ti.�� = G Q m . - .. TYP.•Fi00R EL x II-b i - T NAIL TO UNDERSIDE OF WOOD DOUBLE STRUMS AND �_ Q le CMSTI4 x15'-0' TO TOP IN PLATE ON NO OVER 3-0'LENSTH [X'-X'1 TOP OF STD-BEAM EtYAiION _ w Q �_i STRUCTURAL WALL PER PLAN NOTES 5 1 6,UDN. V:) _ __-.._-..._- :. do do _ .; c---==_= S-bXX-XX METAL STUD FRAMING PER 3o5T.1 ���"'���%%%TTT ., x STRUCTLRAJ.WA-L OR SHEAR WAl%10W 1757. > 55 �4 `rT L BLOVZO DIARIWWM PER RAN NOTE 2. D STIR FRAMING PER 55b.1 /\ TYP „ N do ; do M ) 4 F W NUMBER OF STUDS IN HRTI-5TUD POST o - 11553 1 /6:O° 7 � L ` �7 &OCKED DIAPHRAGM FER PLAN NOTE 3. HFX HEADER (AND SILL 11 OCCURS)ABOVE PER 651U x Ira, OVERFRAMED AREA STRAP PER SCHEDULE THIS SHEET TRUC NORTH do do - a5� ro" HOLDONI PER SCHEDULE OF 1256.1 4 :n do i do / EBB, - WI6x26 SCALE di 112 AI2x h - -.,6-- -fll'I�] rP • / 1 9 T p.1" 16' � 2 r:= . AH6x2b STRIR II ya] W16x2b STRUT III-IR{]. ;iAY' Ix�;/=i0 \ �•� SN{C V\ / /1 / Ib'•0• '�' _�" i�. 5/i8/89 CONSTRU_SET 1rh3 5.620_x2b 'f ygAiQ2 _m a Sim.3' o ry7 _ �.. nrbu N Sh=a Z6 S3 (2k12x2o'7 - 1 II 3 -( of ! y-6 la'22' r g a m R _ ((l: 7 GIB 2` _ .SzW12x5 r n��'� - Y. YVlbx A_ l 3 �WIZrt i - [u'-I.I B/y_b t ,� : G 4 - _ • 5W-3 `. W1446 S DI-IN" A-24 Ya9x73 tx @ .g� $ /3'b. Mlbk74 $ -1. GJW-�,::, - I V'/ / A m 519 1 0 �>25553 c1 e ro� $ �;A 3V1�,14 ,2r1 1a TU2x14 w16+36 5' '1},k�!� Tel 'U, T v a 4 �` d •� ° S'- �- _ $ \�? 5 5'�T -T L3,3 ) 9 :4 J....EC 9 ]II-14xM1 i / v STRUTS 19XVIED- 3(� s ^ va6,61 A'9 zm. BTL� M1�, $ V2xia2 w2=° a J) $ I► PIS 1 Cs,O - - �"��--1" m qx� I► �i553 HRB ayr iyti�. $ 2 9 5.614-12 .�-.* -INN¢ �+ D AISS wlb+Qb ^ SEC } - TYP. � y� _ � /ZS3.2 5 -"��c9y STAIR- � � 13'-0� � 24ffi2 tl I I � � TOp OF 5 - Y�fi] / ] AT1015 a COUGHLIN PORTER LUNDEEN � ^ _12'•1171M1 mw e. y_'IrAD"' 6A2ob,F9 a STRt+r/ $ #h �.- i Y Ur-to9 < 4553 1 U I FN yv e 5 /6 / /^ _- G �3 � a ry m , - �%�, � Vus' _ I Jt,� �� SECOND 1 ` 5 1L SL _ s1 �0 17, W626s k � R <'355� yUbO} yW3 FLOOR FRAMING - PLAN 98-0027-04 16_ MAY Y 1 -� i8, IDES® ire' fta. J 22552 27 S2.2 CONSTRUCTION BON ml. v_ SAIAn1 roe S�8 �LyweeO a ce cc co c� �r� Lit (c c� e �c c a� 11 F 33- ' 7 I,B-0° � -- °3a�i� o,� Rao . ; s ' II'-0' 16'-0' 1 20'-O" _ C1 } -- 0 _ - _ Framing Plan Notes: 1vt TO.STEEL _ a 12/552> 4- - - I. ROOF O�EATrf71N6a5HAi.L BE` "1HICK(PANEL SPAN RATING 02116). ! USE f2l EOLT5 - - - - W12X14 ". j 0..=20'-6 NAIL SHEATHING TO ALL FRAMED PANEL EDGES,DIAPHRAGM BOUNDARIES, r r ®RIDGE � STRif! � � 5t� � I 5TPo1T5 81-OGKIN6 AND SHEAR WALLS BB-0%YV IOd®6'oc. NAIL 24-2' _ 2T'-II' _ - _ - - = V114x22 f. N -1'✓ SHEATHING TO ALL INTERMEDIATE SUPPORTS W IOd®12'oc,VAN. — _ ! � 127558 5TW1T o C T x 1 m 2. AT AREAS INDICATED A5 BLOCKED DIAPHRAGM,PROVIDE 2z JOIST MFR TO DESIGN 20/55,g W14x22 .� 06 i ^ ! FOR AWL,5psF DEAD 1 Oyry 7 II/55b o @ FLAT%CGKINb(PER GENERAL 5'tRUGTURAL NOTES)AT ALL LOAD FOR FUTURE --L. - - W12x14 STRUT $ & ry + 22/551 UNFRAMED PA1Qi EDGES, NAIL SHEATHII$i TO ALL PAI✓EL EDGES, SUSPENDED LIGHFINS AND Fyn" -' " �PER DIAPHRAGM EOUNDARIES,STRUTS,BLOCKING,APa SHEAR WALLS SUSPENDED ACC 17D _1 ASSEMBLY I �1 55 _ _ -- - -.. W0 14 SIM ; /-Nw I _ - � BEOW IN IOd®4'oc. NAIL TO ALL INTERMEDIATE SUPPORTS TO-STM 2,556 __ ___W12x14 51RUT _ _ _ ____ ocz /55.�, _ _. 12%14 STRIP< f c 20/550 23/EB8 'TYP.THIS LINE 3. NOT USED T.O.STEEL - 14 STRUT 10/55b Z __ - W12x I '-0 '-0 4. TYPICAL ROOF JOISTS SHALL BE(2)2x10 0 32bc W 5PACER5 EL.=15'-9' -- $ ry V Q TYP.THIS LINE __.- W12x14 STRUT w a o -:n PER I1155b. CONTRACTOR SHALL CORRECT 1015T SAG AS PLYWOOD _ n �1 g j1 1 `x 15 BEING INSTALLED. 15/556 $ $ $ $ ; METAL DECK PER 1 5. ROOF DECKIN6 SHALL BE V DEEP. SEE 6/55.1 FOR PROPERTIES '^w o $ V/ a�,1 / 1 PLAN rare s. 1 AND ATTAcrmEM Rrxxllr:FMErNrs. a ssb $ ; �— i � � � `�j 2154.1 v - � [34-4"] 21/54.1 ow. '. rrP. IVE I -- --- Ca 6. LOAD 15�OE SHALLLKER ID IC�iN5 VE 6�i 7 FOR J015 5 AS rELL LU -0 AS MECHANICAL EOUIFMENT AND WIND UPLIFT FORCES. LISTS o � STRUT 5{Wl SHALL EE FOR SPECIAL LOADS AND OPENINGS A5 B0/550 S / REOUIRED.A A tl 4 0/55 5 EFb/5..45 ��� 3.Sk' �� 35k Lk _ry - �$1 GROSS UPLIFT: NET UPLIfti R V0 `) IIF4.1 i TYPICAL: 20 P5F 10 PSF U/ Z I c A1WAL 5557 . g - - _-- _. -_ - __ Cq WITHIN 1O'OF END WALL: 39 P5F 29 P5F O i `g I. CATWALK TRU55 PER 555T `_I I� 12xIW STRUT Al2x145 iI-`� �' < _ - -- - --__---- �12x26 STRUT --- - v c Legend: W cs -- ---- - - _ RU N2x4 - - „1 y -- - g l SPAN DIRECTION I - -F- IZb II/55.0�. 5 b Q W - STRUCTURAL KALL OR SHEAR WN-L BROW O 24/94H[ � � 1 � BLOCKED DIAPHRAGM PER PLAN NOTE 2. Z //x$q -META DECK PER L� Q p g EXCEPT [X'-XI TOP OF STEEL BEAM ELEVATION F� o f �I 4 10154V 7 LSE 206A.DECK 1 _j �� m m 4 STRUT ANGLE STRUT PER IT/55.1 W&10,TYP. Q I 1 [22'-U7 L STRAP PER 5CNEDULE THIS SHEET �� Z 0_ LU TRUSS 5155.4 �' , T I i "°'�„ STEP IN ELEVATION i 4/S52 EXTERIORS OPEN, TYPIOAL 00 M ' StropSchedule: TA.TRV55 T.O.TRU55 - O - " _ 4 _ , ark dascrlpLlan cammer�ts (�m n � TYP. �� ttP. � � '- �5"STEEL PLATE ��.�/�fi�� fi _ tp� �(2)6516 n3 6 NAILED OVER SHEATHING ABOVE LI5T5 � Q �' �. T.O.S.EL.=23-0 J LCMS �/ / U Q TI4 NAILED OVER 5HEATHING ABOVE BLOGKIN6 84 - ' 1 4 Mezzanine Framing Plan n 1 � � 1 7' ._T I✓. TR.55 PER 6/564 SCALE"1/8'"I'-0'. -" 58 "OTO.TRUSS " 5/78/99 CONSTRU. SET 4 I5/5 II )I- TYP l N / RROOOF�reKSPER— < 6rl IS 1 [ -- -- >- T.O.TRUSS J cal JEC " i . 4-9 _ Tp ry H rn. 2 2xla _ erL i! ��'ft" �56 �i Sobb W �1 iRWS PER 18/55.4 [ �'pC.F -W,/x - 14 20 CSD - // V s ��� y7 6 11 - wR5 _ µ H/55H ,CEO COUGHLIN PORTER LUNDEEN - r C ol � 4b _ nkm OIOG y. ry 'C -- 1 IW Ij 151Pbb C `l\ lbb \-�_.��• ' c TELA 7RU55 Gf _ i E-.-- pER,:OlY4 TMP® bN L �- TP ' ` T.O.Tgr5 Wzx 14 sa r \ r, rn OROcDeE ROOF 57 �`\ �11 PIT " FRAMING —o14 bo7 OF PLAN a� G' TRUSS 98�0027 04____ i 26 MAY 18 1999 20155 zalyi Ilk"1 �� 5 _ 2 _ CONSTRUCTION _- LET ¢°m.mr®uw nw.x I MECHANICAL r---r �- �� _. .-.- `-- - m MECHANICAL UNIT AL -� WALL BEYOND S 8' 12" OFA �� BE J / AL YdNb DUCT PER h¢GHANIO - NOTE:COORDINATE ELT. �-✓�p� TM CONCRETE Inv CONCRETE PLINfN M In T H LJ N - REINF.A/(404 VERT.{ I"--PIPE CAWMN PER PLAN PLACEMENT TO AVOID (2)d4 x©TIE5®2"06 5LAZIN&-SEE ARCH'L: i� I 1 BASE IL AND ANCHOR ° r BOLTS PER 4/55.1 ib"x 12"m GRADE BEAM PER I I I "V PLAN-REINF 1 (05 NOVELS FROM PER SGFEWI-E SLAB T40KNE55 E THICKENED FDOTIN& REINF,PER PLAN FINISHED&RAVE - - TO 6RADE BEAM - 5 FIFE.COLUMN PIPE COLUMN I ( j _ PER PLAN s . 4 rji a °A ry ° 4r`7v NOTE: V ""rC o I I ttl INCREASE REINFORCING, Z ads TO(2)N5 T48 AT OALLOJT5 �I Al - -THICKENED � NOTED A5 51M,°ON PLAN,IE. 3)y'm ANCHOR- <y - T"BOLT EMBED. (4p m ANCHOR 1JS - 'BOLT EMBED. FOO INb G5:CJ TO CM FOR GALL-OUTS FOR CALL-OJT5 BOLTS,TYP. --_.- BOLTS,TYR 32t 3 !, (3Jd5 Sri.BAT.___-L 2: 3212 FOR GALL-0UTS L a I, GM:L2 TO 05 3104 9203 92C2 3883 �i- IN COMMON SEE IN COMMON SEE IN COMMON SEE DETAIL 653.1 DETAIL a53.1 - __--- PILE PER 22/53 5 DETAIL 1853.1 6 I 2 3 , co 4 T d5®Ib"oc HORIZ.-� SEE MECHANICAL I'H �\a0° \ PER PLAN DRANyN6 _ .___._--_ TTP. � 5KJ.L PER PLNJ - PIPE COLUMN PER PLAN MECHANCAL UNIT- -I SKEWED COLUMN I� yx I/g� �SKEVfD COLUMN KALL P METAL STUD v PER PLAN PER PLAN PLANE BEAM PER BASE R AND ANCHOR PER RAN 5._ �j d 80591 1 PLAN-REINF BOLTS PER 28/55.1 �j _5A5E R PER 1053.1 ��� �, -BASE R Yq'x 8"z O'-II° BASE R d ANCHOR BOLTS PER G�MEWlE1 5 x L-o wx BASE�- 10"WIDE CONCRETE 10'x F-b"CONORE Al(4J�"m ANCHOR BOLTS PER 2blW.1-- 5KEVED PIPE COL. UZ Z 45®Woc VERTU-- ¢ '�� OVER "HCH-SHRINK PER PLAN @ HALL OF VERTU(ACT.HOOKS) a^ 9 R/ PLINTH REINF.Wl(b) PLINTH4VEREINS WJ(4) - ,: ° ° 1STUD O / / VERTU #F VERTU a(�p4�:A:ffj -- ° I REINF.THICKNESS d - PER 22/531 � �aSTUD r SLOPE TO GRAIN ITIES @ / -3v SLAB THI ----------------- PER ARGHL CHAMFER PER ARCH'L T PER PLAN I i-CONTROL DIMEN510N5 �� SLAB THICKNESS el.=0-9' - _ STRIK�AL SLAB- PER d REINF PER PLAN- ON PLAN TO EDGE OF T •p ON-6RADE PER PLAN r" I TYP. ,, SLAB I Z (2)44 x I TIES o 2'a e1.0'-0" e1.0'-0' ,�I o li Z \ Q �- __ TTP.i 6-p- a �� ,lr3�f1'" 1 PLANE BEAM PER Lu �� VE FY c� SLAB EASE WORK POINT PEON-REINF.PER c� &RACE BEAM PER 1 :.- 6RADE BEAM DIM.PER PLAN 30532 t 1053.2 Ili J Q PLAN REINF PER PER PLAN - __ ApE BEAM FOR GALL-OUTS Q FOR GALL OUT' 9201 30552 d IOSFE 9200 3106 THICKENED GRADE 3305 3105 /I 3103 = U> it IN COKYON 5EE ! PER PLAN IN GOMMON SEE DETAIL SM.] BEAM SUPPORT DTMPER 1_ - S a U) �PLAH 10 I i DETAIL 24/�I 12 w SGHEWLE ' �� 1/ C� INSIDE FACE OF SHEAR -->-� L.----OUTSIDE FACE OF WOOD - WALL SHEATHINNS TO ALIGN 5TUD TO ALIGN YU OUTSIDE = O A/INSIDE FACE OF �r - FACE OF METAL STUD BEYOND -5HEATHIN6 PER PLAN c�c (2)MS z 4'-0"DIA60NAL METAL SAO BEYOND I META-57LO AALL NOTES d SHEAR WALL SCHO STRUCTURAL SLPB-0N-GRADE I PER PLAN E 905T.1 CLIPS P E AT EACH GORNER -, --t- F LAN I -� ---- ICI --SOON STUD SHEAR �L�SMEAR--- 3zb PT.SILL PLATE z4 �GLIPS PER 2457.1 YtALL PER PLAN FV ANCHOR BOL75 3z P T.PLATE W1 EXPANSION h SCHEDULE M5 x-I@ Ia°oc- ' d SCHEDULE OF 3056.1 FER SHEAR WALL - d REIN.PER PLAN-° BOLTS PER FF50/ WALL ! .-TOP STEEL SCHEDULE OF 90r56.1 ! SCHEDULE (2)5 AROUND OPElIN65- ii �T PER PLAN (EMBED 4") -SLAB PER PLAN SLAB THICKNESS d r SLAB THICKNESS d _ EXTEND BARS 2'-0" x l REINE PER PLAN FINISHED GRADE REINF PER PLAN FINISHED&RACE _ BEYOND OPENIN65,U.011 - _ _ I r r i _ 6RAIII SEAM PER WKT.____ TEMPERATURE E t+2" °cP • ••• ° ° L PLAN d -____ TOP 4 SOT �I TO PILE OAP_ L0.PILE GAP THICKENED 5LAB� ((2)5 TdB®51M.') 3108 PPE-RIN LAN REIN. 3307 1 FOR CALL-WT5 3306 3102 BOSE PER Ib53.1 3101 THICKENED 5LA13 E06E J 3300 N COMMON SEE (6RADE BEAM VNERE OCCURS) Typical 51ob Opening 13 (4 DETAIL 2953.1 151 16 I� SHARE BEAM 18 WHERE ) SIZE L THICK. ,-- (y�,"m ANCHOR _5T, COL. Y m a° �: - -- -BOLTS Nff GOLLMN PERFLAN WF COLUMN PER PLAN p�/18/99 CONSTRU. SET 1 ® GRADE BEAM PER GRADE BEAM PER -._o _- BASE IE 9y"-_-- GARNER BARS REINF. CORNER BARS TO MOON -BASER AND ANCHOR BASER AND ANCHOR MATCH HOR7Z.REINF. GR155 WALL HORIZ,REINF. 1 i PLAN-4MUL / BOLTS PER 2253.1 PLAN-REINF. 1 (ALT.HOOKS) PER 5C{EDIA.E / PER SCHEDULE-T1 BOLTS PER 2253.1 I 805 PIT PER 2T53.1 1 -FRAME 6B-a 1W 60 ) ti BEYONV.(6B-5 EXTENd., - r( Q FULLY INTO PEAM IT WALUn LINE OF SLAB d R - _.- SCHEDULEVERTT6:6-b HIMI= WALL PER PLAN £ 6RADEABfAM- °' ', BEYOND�� B 1 w. �v 'I, JEC \ _ _ _ PER a , PER DETAILS 1 CSD _ HRB ___° i PI��2253.2 LINE OF SLAB� -J ' PILE PER 221532 - SINr7LE CURTAIN WWI)ANCHOR�� 'L, _ -1 BOLT EMBED. �--T BOLtEh>BED. THICKENED EDGE ,UEO - ` 3107 3209 f BOLTS, --� 3214 1 d 5110 ,✓7""�- 3304BEYAE BEAM) -%`�-- 3301 _- NT.S. �/ ND `� /-._J_-/' COUONLINP 1 TER LUNDEEN „ yp' Sa p Base Plate - WPGolumn 22 23 24TM°,:"� .�" I I T icol Corner Bars 20 uare Bose Plate Pie Column 21 i aw -__ I NOMS: e^ ee• ` 1 I C "I I � ° h PROVIDE MSG.METALS AS REWIRED BY ELEVATOR MFR. i 1 a m 10 s % 2. REFER TO 2553.1 FOR 5JMP PIT DETAIL. - g° ! SLAB THICKNESS 4 `SLAB THICKNESS d i f ELEVATOR PIT i- �^ 5"m II" b' 35' imNx� ``x _ REINF.PER PLAN REINF.PER PLAN - LAP CANT.REINF. 3. PROVIDE GARNER BARS PER 20/55L. VERIFY SIZE d ; - PER 2053.2 1 .4 . ° DEPTHAW H'L 24 510 14 9 % - (2)44 x724 -, 4rc ®Ib"oc �� qq V EA.SIDE ` � - � I � - .'. _ - .. �� FOUNDATION >t4®12'ac HORIZ,OTRV li LOCATED 10 WORIENr P �� _ �'1 - - 5xLoa°oc ----- #5@12m,EoMHrv\ LBASEPLTETOOMOD�SHAPE m, 3i DETAILS VER.,cmro(EMBED ----- - ! T INTO PIT SLAB) PIPE COLUMN ! -_ -(2%d4 x - PER PLAN &RAVE BE PM PER 9" ins GRADE BEAM PERK 3 8880027-04 SLAB PER TI/53.1 HOOK VOWELSF. ��: +1 y) °SHIM t 6ROUf 30/532 6 l0/592 r MOTH PER �2 FLAN_4 OM.2 A m PER MAY 18 1900 _ T r r- F` FOR FULL SEARING PLAN-REltff.PER Clr. _ 1 clr. PER 26/S32 u SCHEDULE dN 22532� � -5a€ro0.E SGHEGllLE (2OLTS ANCHOR- ° -T"BOLT EMBED, LES PER �J 3100 6 - 3208 BOLTS,T -�' 5111 3303 3302 EA. x p, EA. wr 25 1-a1 IYR lavator Pit 2-7 Base Plate - Pipe Column 28 � 2a I 3O 53 1 CONSTRUCTION L SET CENTERLINE OF E06E BEAM -.._ k-CENTERLINE OF GRADE BEAM KEY: I II�� _� _ L _ L = ¢OF SUPPORT TO�OF SUPPORT HpAM BEAM REINFORCING SCHEDULE REMARKS or M Ire T H U N _. _ Lx CLEAR SPAN MARK WIDTH DEPTHI DETAIL REF. ' " 4 CLEAR SPAN EXTERIOR _ £ MTERIGR p 22 Lx ,72 GREATER Ln6REATER Ln qqz Ln Lx m Ly SPPORT - SUPPORT i 1 g° TOPSTff1.-� -__- PER PLAN (4w5 T I(405 T � ('T— I 10/59.1 TYP I n oaso. -- 68-1 24° 14" 2q/531 NIS B 2 '00#4 C1' #4 C� 12)A' es+D TaP BARS® T N _ STEP®GRID 521 CUR. SO% B � _ Ib"a ®9'oc -J - BOT.STEEL- _ �"~�•�.�(4w5 T PER PLAN ___ ___ JS Lx _ IS NOTE;THE LONGER BARS GB-2 24 24 (5pb B�� MAX MAX, MJST NOT BE LE55 THAN . - 50%OF TOTAL STEEL AREA -_ b( � ®1O"oc' o' A O_ _I 3202 �- — _ - - - Typical Slab Section 4 jT 1 1 30/93.1 w I EXT.SUPPORT INT.SUPPORT_ � i v, 6B� I2 24� - -. - 3w58 LETITtRLPE OF CALUI•.M (3w4 i� #4 Y (WA'4 U �- ---- Lx _ I. AT LEAST V4 OF THE SPECIFIED BOTTOM 2. EXTEND BOTTOM BAR5 6 _ _ ®1O1ac a Hoc ®IO"oc f �" W I _ .3 Lx 3 GREATER L B GREATER L 1 REINFOROIN6 SHALL BE CONTIWICU"7 ROUGH SUPPORTS,TYP i1_ ---� a SUPPORT OR SHALL BE LAP SPLICED THRLWH (Zw5 TS (Zk5 T BEAM ADJACENT GRADE I hclr.'1U'11, 2 Lx 2 6REATER L '1�(E-- .2 GREATER L 51FPORT WITH CLAY A SPLICES AT EXTERIOR EXTEND TOP BARS TO FAR PALE OF BEAM ADJACENT v J (2)M5 RAISER BARS - > `9)PPORTS TERMINATE Y4 OF SPECIFIED 5RP0RT F USE STANDARD HOCKS. 6H-4 12' 24" (3)#5 B 0'LAP BOTTOM REIhFORCIN&W/STANDARD HOOK. -_. -_- � ,I E3#4 - 1 ` SECTION (4w5 T ac ®10"oi _ Z 1 hP,UA.N. R' > -TOP REINF. L®) I,2 PER SOHED. 1 ��-- -_ - - _ 4w5 rch O �—sEE NO E#I 6H-s 24 24 qw8 B W Ur !T(16JR4CA* #4C nb)#aC1 Q W Z SEE NOTE#I T I �- a FIRST - 50% {FIRST .{ L 50%� BOT.REINF T 11 laws T (4)NS � U 6 STIRRUP STIRRUP PER SCHEO. WIDTH i _25 1 .125_� - SGFED -STIRRUPS PER - �� _ xHEWLE iB$ 24 24" (gw88 1 Q GREATM L 1! GREATER L NOTE. ST'NOT BE LE55 BARS # '� w ` 2 SEE SCHEDULE FOR STIRRUPS TYPICAL 2' 1 /IA llblu�iCJ 4�1 (16HW�1 ! u5 - -- - 50%OF i0TA1 STEEL AREA �. SECTION mil"✓�� ! �1 ®1O'oe ®16"oc ®IObc .--. Q cf) — IN7.SUPPORT Typical Grade Beam Elevation szoo — = EXT SUPPORT -- (4)p5 �- �� - -r---- _ 63-7 24' 24 ' (9p6 B a � u _ ��bw4U., #4 Lj (16w#45T�i co INTERIOR SLAB --\\a.I V II ,' SLAB PERTMPLAN� TRANSFORMER T - - __-- -.- PNOTEI LATE.AND STEEL PILE, r 6H-8 12' 34« Fi ( -1-____- Q EXTERIOR WALL _ --'�--^--^-� cc IS PER PLAN _ _ '06(WHERE OCCURS) 1 Q' F Q PER PLAN-- T LID d VAULT e] ! PLAT NOT BE IN ¢ Z BY OTHERS 31#4 C9 #a C7 l3)#4 C7! CONTACT WITH ANY , _�B lo'oc ®2400�®l00 ♦^ it i ��.. I -�" — ((( V.! U Q REINFORLIN&STEEL 71 J PLAB-ONPLAN -GRADE �iRADE ! 1� NELSON D2L's H �I Ih"x 16'x Ib" 1�I 6B-4 24°n 24" (�(B)#5 B _ _ (4)kriT _. s 'T' 24"DOWELS B« #5 x oc PER RAN FOOTING Q �---FOOTING �_ � _ . BEYOND --✓ 2 24 - . i PER PLAN 6B-10 q (BJ#5 B 9009� 9201 '- 14"o x "WALL THICKW55 ;�� DETAIL,TOP OF PILE - _ r(®)0 oc B b"oc ®' �6 FILL ALL PIPE PILES STEEL PIPE PILE (4I#s T __ EXTEND WHERE&RAPE 14 AFTERO IVINS CORROSION) 68-II 24' 24" (Bl>SB ! T ` BEAMADJACENT 12� -- CA; #4� n)#4 c3 { _ {®10"oc A I6"oa ®10"ac MINIMUM STRA16HT DEVELOPMENT LENSTH(ed) IN MINIMUM EMBEDMENT LENT S(Edh) FOR STANDARD END HOOKS _ U (27�N5T (3'4M'T �� 5/18/89 CONSTRU. BET f t=BoOo PSI f'c=HOOD Eo 500o P51 `/ A Por goneral uses: - BARS TOP BARS OTHER BARS BAR SIZE f'c=BOLO F51 Pc=4000 to 5000 P51 1 6B-12 IZ' 24" (B)#5 8 BAR TOP BARS OTHER 1 ##b 55" 2," Igtl 34 6 14' 112" \\ 1O100 ®244 oc ®0"oc o #B Ib' 13 23 I,', 12, 42, 52" NOTE:USE FULL PENETRATION i (B)IS T _— _--- WELDING AT SPLICES 8 63 49 55 42" #8 Ib 14 6H-13 12" 24" (305 B ! #q 80' 62" 61, 5T #q IB" 15, 1 l a 10 f - ((®)OaI ® '8w4 C7� I §� #CONCRETE OAST BELOW NTT AL B THAN 68" # E 20". IT" " WITH MORE THAN 12'DEPTH OF 1. EIDE LOVER OR 6E EOUAL MU T GREATER THAN 2 .'. _ — ®10 7 _ 1 JEC° 2. END COVER FOR qO°HOOKS MUST BE E011AL �� � �_ __ (2)5 T ' I _ BTL " _-- TO OR GREATER THAN 2". ���'-'1.-..� �I _ WIS 13 GSD mEre IF CLEAR CONCRETE COVER IS LEY THAN 2x THE DIAMETER OF -- „ THE BAR OR THE CBJTER-TOLEJTER SPACING 15 LE55 THAN(4) � 6B-14 12 24" �,'' � HRB e l RAT It PILE TIP BAR DIAMETERS,THEN VALUES SHALL BE INCREASED BY 43%. MOTE: U5r TABLES!Y E V BMOH ONLY WERE:SPECIFICALLY �, `� PER SPECIFICATIONS � 1 (6)#4� #4� (4w4 - IW716ATED ON OR.4VIN:b :.""o."au. ,.,,..p 6B-15 12" 24 ,1i oc (BI#5 B e 10'oa _ 'LTZEF e ld' -� JEC _ 3201 !1 _ �; ,MINIMUM LAP SPLICE LENbTs(ts) * (CLAY B) MINIMUM STRAIGHT DEVELOPMENT LENGTH(Id) I _ _-r_-- " FOR BARS NCOMPRESSION 4" Steel Pie Pile 22 j # P c=3000 P51 f'c=4OCO 40 5000 P51 r_ —___. ___ ___ 1 ®10 4 6 C IN t7RTER CU[iDEE.Y OUONL —BAR SIZE TOP BARS OTHER BARS TOP BARS OTHER BARS .BAR SIZE f'c>3000 P51 --��-(4 q #5 14 2W �" 24" 7B" a 5 4"" "oc -®24 ac ®10' S 0.p 3 #6 46" 35" 40" 31" # #T 0. 48" 54' 42' #T 20, CB-I6 12' 24° � � B 21112 . " 10 32, 102, qO" W # /� _ "'QP�nnt, #B 6 22 -'TOP BARS'ARE HORIZONTAL BARS WITH MORE THAN 12"DEPTH #q #4 ° # 114" 66 #10 2B" OF MINIMUM LAP SPLICE LENGTH(ZsI 1 i( T J (2)#5 T 1 15/59.1 CONCRETE CAST BELOW THEM. � 12" 24' FOR BARS IN COMPRESSION 1 I E)#b(2 LAYERS) FOUNDATION VJ 6B-17 -__ _ BAR DIAMETERS, EN VALUES SHALL BE INCREASED e a3%. Oo Psi DETAILS THE BAR OR THE C- ENTER-TO-CENTER SPACING 15 LEY THAN(4) #3 12 I2w4CJ, #411 I(12)#4 _ . 1K-- dam- - _ IF CLEAR CONCRETE COVER 15 LESS THAN 2x THE DIAMETER OF BAR SIZE f'c?30 _--� _ ®9 oc ®24 oc ®9"oc Yi #4 IS° i' II- (405 T #5 IV if 88-0027-04 - #T 26' 68-18: vane# 24" (SIPS(2 LAYERS) MAY 18, 1999 »a '" (T4 C1� #4 C1 ,�,(Tw4 F 10 5q" 3204 ®q ac ®'I' 2q ap'1'®q"oc 1 ) L — _ Reinforcing Splice $ Development Length Schedule 26 27 28 03 - - _ _-- —.--__-- -- _ _- �- ---- - V - — — - - ---- - --- - Grade Beam Schedule ® I CONSTRUCTION ET p, SET #5 TOP 4 �s 4 eor _--- � 1- I� (Par RelnForchg In braEad Masonry Construction) M C 'Q LI t 2V -.1 r nn . ee { ....z.z...e°. DEVELOPMENT OF RSNFORCIN6 IN GROUTED MASONRY COtYiT 0.0 T06ON � nxaxtte<ru xe ' MASONRY WALL I mules zznca (IDS VERT.IN y -04 25' 30 6R 40 6R. ' BAR Siff 6R 40 6R ISO -� IS" IB OPENING-EXTENDCELL ADdACW _- - SPAN OF h---� 10 so. 42, 26, 52, _ ice' >r1 'h° 42" 26' 32' TO FLOOR OR ROMa8 40' 48" w 36' ABOVE-6R0'JT SOLID 4 WT 45' 54' 54' 41' U_ z J, SPLICING OF REINFORCING IN 5RORED MASONRY CON6TPoKTION (2M5 WERE MASONRY 13 BAR 51ZE TENSION COM-RE95M BELOW OPENING L - _ -- ' I_ _ 4103 W._ 24 15 w I ! .2 crn "6 '� �° I W —T 14 54• SO. (2)5 CANT. �.. NOTES - ---_-- WBD pgt DECK NOTES \ I. 135101E ICALLY NOTED IN SPLICING SHALL BE USED LKCiS f.ONPRErbION co IS SPECIFICALLY NOTED IN DRPYUN65. '.. r STEEL R (DECK DIRECTION VARIES) . PER PLAN '--- ` } .: 2. BARS MAY BE CONSIDERED SPLICED WEN PLANED IN ADJACEW 6ROIITED `) CELLS,HOYEVER,EVEN IF IN SAME GE ,L,ANY TIME BARS ARE NOT IN v O '.. CONTACT SPLICE LSKxTH SHALL BE INCREASEDBY 30%. GED IRV LEDGER d 3xSlA� CURVED LED6ER d&)&44 LLN I i 3. MAXIM,H 6ROJT LIFT 15 6'-0'IN ACCORDANCE KTH VIED.2104AL H16HM I u j CONT.W%'0 ANCHOR BOLTS CONE.W 4N'0 ANCHOR BOLTS 6RO1T PLUS MAY BE USED IF CLEAN-OM ARE PROVIDED AND IT 15 e 52'a TYR W 5'EMBED.(MIN.3 e 32"oa TYP,W 5'EMBED.(MIN,5 DEMONSTRATED TO THE SPECIAL INSPECTOR THAT 5ROVT SPACE5 CAN BE BOLTS PER PIECE) BOLTS PER PIECE) PROPERLY FILLED. _ ¢ _ j C z = oU3 w ¢ LD6ERs To OCCUR a ALL INn3Z5ECTIONS LED[HLS TO OCCE.R 0 ALL INTS5MFIONS ¢ ¢ OF FLOOR PLATE 4 MA59W WA15,II,ON. By_,w 4210 OF DECK/MASONRY WA1.L5,U.ON, W.Ip 4201 Reinforcing OJpllce $ 4102 Ljj a L 8 10 I I Development Length Schedule 12 T I PER 6552�--�-� ChB WALL co U ¢ - R nEICKNE%4 BEAM SIZE PER PLAN BOLTS PER 10552 PER"— '--'CURVED R eb'x3'x 0'A' W(21§6"0 x b"SND5 MEMBER 51ZEJ PER PLAN / MASON&T'KILL PLATE 7HILKNE55 STD.XORIL SNORT- AND BOLTS PER b/552 SLOT HOLM IN R PER GENERAL STRUCNRAL NOTES - LLRVED a66' R 7y'0 x b'SMY ®4'oc - -- 13 - -- --- 14 - ------ -- ----- 15 --- - -- - 6 --- - - -- �- �8 1W MAY MOTH SECTION � SAB/00 GONSTRU. SET JOIST. ///--BLOCK-0UT FOR i TAM7 BA/ a(s / GROUT AFTER STRUT CM1/WAll I6'MAX.WIDTH a CUT 7 FTO ACI1 VE y_ AND BAR TERJOISTS ARE 1 i BEAMS TO ACHIEVE WALL CONTIN i--�• - —'---- -- e. SEATED / - BEAMK ILL W 4W SLOPE 9 WUTH \ -- 1;r GROUT AFTER SM. EXTERIOR DECK BEARING IE d Seel —._-BEARING R COW,PER �� --BAR JOIST PER PLAN � 15 SEATED.-- II _ TYP. '� .—. . _.— //� t1 PLAN VIEW AT R6Hi ,-BEARING R 14"x 41y W '., 1 FLOCBEAN�F �', s eel `.. i t�aRp BM - (2Ni'mxb'snAS \ -------- PIP, 6RWT AFTER - .. END OF R•EA '� \ 4 r d 5TR11N PER PLAN 1 15 SEATED. Q - -___-_ BEARING It JEC COW PER PLAN 5' _- / _ ____ BEAM 517E PER PLAN-J is BEAM Slff PER PLAN �. VIEW AT RIGHT BTL BAR JOIST PER"__-/ L. rS TYPICAL MASONRY 4ULL 9/4'NOMINAL 6RGVT -4i'0 x b'STUDS PL N'A e REBAR TO i-3 MIRE s€4' TI BOT.OF R x<. MA60MY WALL PER 0' SEMI STWCiLRAL JJEC _ FOR GALL-01M 1 FOR GALL-0UR5 r NOTES IN COMMON SEE PLAN VIEW 4202 4213 4206 IN COMMON SEE p ICi DETAIL 24/54.1 21 DETAIL 24/54.1 22 I SECTION 24 COUOIU.IN PORIEFiLUNOEEN - _-_ _ W — MASONS TO MATCH Wmuti B ,�. MASONRY WALL VERTS.—- B'LW MATCHING 00Y85- .. -8'Cm WALL S RBNE PER 6DH03M RSNF.PER GENERAL 5TRIKTURAL NOTES /Wut 5TR TLRAL NOTES _ SGONT. � 5CplT.- PER PLAN PERPLAN-- MASONRY DETAILS ry ry 4 088-0027-04 `S AWL 1. MAY 18, tODO GRADE BEAM -- 1 -�-�- PER PLAN- WOTH PER 5C ED. REW PER 30/532 AND IOM.2 �f 4101 'r (18'MINE �j 4t 00 -- 25 26 ---- -- - 21 -- 28 21 30 C CONSTRUCTION � - ---- % J.r Illl PER DECK —�KELVIN&NOTES PIDDLE VELD LOCATIONS I. MAXIMUM DECK SPAN=8'-O"c.to c.(TWO OR MORE CONTINUOUS 5FAN5), USE HEAVIER 6A&E WHERE DECK REOV TO SIMPLE SPAN OVER T4"c.to c. M I ?' H 0 N SEE PLAN FOR / �TYP - \ / N(6 2-12 L 2. PROVIDE(T)4'DIAMETER FUDDLE WELD5 PER SHEET TO ALL SUPPORTS METAL DECKS _ A �-- PERPENDICULAR TO DECK FLUTES. / la .:0." i -mb, 5. PROVIDE Y DIAMETER PIDDLE KELPS AT 18'oe TO ALL STRUTS PARALLEL r w a&o e <n TO DECK FLUTES. PROVIDE V DIAMETER PUDDLE HIM®IB"oc WHERE - _ 21+ _ TYPF=BW 6-36,660 6ALVANIZED W DECK ORIENTATION CHANGES AND OTHER SUPPORTS PARALLEL TO DECK BEYVEEN JOISTS FOR L.WK ORIENTATION MAY FOLLOWING MIN PROPERTIES: FLUTES. .. DECK SLPPORki'OLEAR OF J JOISTS VARY-SEE PLAN PANEL WIDTH-56' 4. CONNECT DECK SEAMS WITH BUTTON RWIe®12"oc. AT EArH END JOISTS --STEEL BEAM PER PLAN SHEAR CAPACITY REQV=450 n/Tt. 5. DECK TYPE MUST STRICTLY MEET CRITERIA LISTED ABOVE,INCWDIN6 226A IL.B.O,RESEARCH REPORT ALLOKABLE SHEAR LOADS. SUBMIT DECK INFORMATION TO E 51NEER PRIOR TO BEGINNING SHOP DR IIN65. Z III NOTE: I=0.I18 In4 FILLER ANSI-!!RE-OUIRED FOR BEAMS S=bOjw/-O.I95 M9 6, REINFORCE MI%FLLANEa5 DECK OPENIN65 PER 12/55.1. DBNOTED'5TRUT'(on plan)AND ONLY kgl FOR THOSE SET DOM FOR X15T SORT. �= I ' FILLER AWE ALSO REQ,IIRED WHERE DECK 5139 5208 I 2 /� 'iil ORIENTATION CNAN5E5. DECKING IN COMMONS AREA SHALL BE w AO157ADEGK PER SPECIFICATIONS. / �', _ — —__— -- _.Typical Roof Deck 6 I OECKIN6 4ix5x4 P W I _ d 5x5XV4 IIL�,I I EACH 51DE n '-" PLAN VIEW I '. ANGLE STRUT$GHECULE � d SxCixVr j�' 9� - Z LOAD ANGLE 51ZE SPLICE PLATE SPLICE PLATE WELD - EACH 510E d Sx3x UP TO Ibk d 2W ItoW 1 Vx31g %NT'TOTAL L3116TH li % TYP. W �e '4 5x3x'4 WHERE OCO�R5 ADJACENT TO LH'JOIST BEARIN5 SEAT. -- -- -/-- ---- Lu Z 6EcnoN U O cJ3 NOTES: w Q j . VELD DECK TO ANGLES W t'W PUDDLE WELDS®6'%ALL AROUND. aq 2. NO REINF.15 REOUIRED FOR SINGLE OPEIJIN55 4"W or 4"4 or LE55. AT LOCATIONS KHERE LOW FLUTE Q I I it ,C I �� � DOES NOT ALIGN VV ANGLE STRUT, 5. LAR6EROPENIN65 MUST BE COORDINATED W/ARCHITECT 4 5222 \ FOR DECK HELD d 3x3x�ia EN61NffR. LL' 12 = I C/i M PER XiHEDULE>�� _ O I-5 5CHEVU PLATE PER W A501 CC ®24"oc� ANGLE STRUT PER PLAN LOCATE DECK JOINT r PER DECK I OF BEAM-- ---- ---�sccnoN ®CrreocLr>R51� ranlN6trnE5l, V / Q secnoN !. - -- SEE PLAN FOR \ / Y FABRICATOR: PROVIDE BOLT HOLES 0 I2'ac METAL DECK'—� / ANGLE STRUTS -____ IN STRUT E ANCILLARY ANGLES FOR FIELD PER PLAN- T—-�e - FLEXIBILITY. ANCILLARY ANGLE COULD BE t -_ PROVIDE SPLICE PLATE5 IN SUPPLIED IN LEN6TF5 i OJT INFIELD. SIMILAR MAKER TO CONNECT NP WF J015T or BAR (VERIFY V CONTRACTOR) STRUTS TO ANGLE 57JF5 JOIST PER PLAN Mr MAY BE Itf"FILLET NELD IN LIEU OF/�"W P/DDLE. \.- 5TEEL BEAM PER PLAN _ I I !. 5140 42200�3� 1314 15 _ � I 5/18/99 CONSTRU. SET STEEL PLATE MANPER PLAN a STEEL MEMBERS JEC PER PLAN I csD �(yLi 2-12 HRB .� JEC I i = 5167 COUONLIN PORTER LUNDEEN I q 201 21 1 - ------ 24 22 23 I II I I0 DECKING _— I DETAILS t B8-0027-04 MAY M A7 18. 1999 ------ - � - 25 26 27 25 2 IQ �'I, �O CONSTRUCTION i SET OF BEAM C.'5 ..FACE OF SUFFORTIN5 VMFO1NT 0 INTERSECTION -CPER b1551 MEMBER BEAM SIZE NO,OF BOLT@ PLATE? WELD SIZE CAFACITY 7RL55 TOP CHORD- BEAMS PER P-AN 10" -__ NO SHEAR TAB THIS 3"MAX SIZE PER ---___ BOLTS_ SIZE - THICKNEXi M I T HaU N .,c PER ELEVATION r-BEAM PER PLAN ( (CONECT T06E 6 1\ / P�COLUMN LOCATION AT SM. �BOEDULE rAl2, O i 2 "0 Vi Nia 8K .. BEAM SIZES PER PLAN�� PER b1552 I - PER 12552) V A PLATE PND BOLTS PER RAH- PER 555.2 i I� \ �_ ,G2 3 97"0 �(e" I6K BEAM SIZE PLATE THICKNESS AND 'BOLTS PER 6552 9" PER PLAN 9 �+'� Ik` Nla" I6K COME.PER 201ES2 IE%'x4'x10"---/ 4 "0 $" (a 26K CONN.PER 1055E � $ _ 5 "d �'ia" %K 5KENZV COL.PER PLAN (2A' x 2'VELDED STUDS i> i NO HEADS)®T15"a V o �� --SHEAR PLATE SIZE AND __ V 6 PIPE WLllhRI PER PLAN Vi"TYP 1 PER SCHEDULE FRROVBOLTEI 5DE 10.WY�' W21 4 I`b �@" �(a" 46K U HOLES IN PLATE, Z SKEWED METAL STUD #h,FOR�"b BOLTS OI BOLT TYPE=A32511 WAIL Pq RAN BEAM SIZE PER PLAN a205 I%-FOR 1'0 BOLTS O R MATERIAL=A36 5100 w 515] t 305T.1 5149 4204 .: Ih" -0' 1T 2 ! 4 Typical Shear Plate Connection Schedule 6 LLI - WORK POINT r BACKING BAR L- 12" SAALL KEWED FETAL STUD 6i%2 PER PLAN--� I"z N5°BEVEL CA)-`-_ PER PLAN / PLATE THICKNESS BEAM BOTH SIDES -}--�PER 6/552 MEMBER 6 EOLTIN6 PER b/552 WHERE INDICATED /// PLATE THICKNESS AND 7 �1 BEAMS BOLTS PER 6552 PER RAN SKEWED PIPE CAL BEAMS PER I ^,,;;'�,.D PIPE CqL. y --/ _- _ �_- 'ti O PER RAN PLAN__- PER PLAN®@ OF dL�l / f-•- -CAM SIZE STUD WALL 1 - _ ___ _ - _ - _ PER PLAN LL, �FR� — I V DC W z BEAM SIZES PER RAN 141 BOLTS®S"oc � Y Q I � BEAMS PER PLAN RATE THICKNESS AND �V CONNECTION PER; yT/ '- OAP3 gB,gM Rpry�S / OEAM SIZE_ BOLTS PER 6552 (f� ��-BEAM PER FLAN 21/552 AS REO'IIREO -__' PER PLPN Lu Q CONNECTION PLATE J Q = ° I 514] 1 N COMMON SEE 5146 4214 421E S103 510E Lu uj DETAIL 20/55.2 E 26/552 8 i I O I I 12co ROOF ER30�2 W8 o _ *6YFOR%'0 Bars - -I� 605'� O.P.TOPE "� Ylq" Ida'FOR "b BOLTS I BEAM EACH SIDE BE PER PLAN-r WHERE INDICATED -�PEft 6/55.2 = Q PLAN �� STIFF.IQ 5HEAR E TO SHEAR R TO STIFF.HELD TO v BOT.,TYP. N ,!/ //�) �N ttP. AS,WIOBEAM g THICKNE55 COL.15 AELD STIFF.HELD j COL FLAN5E LAPS ITY =5iEnE�t,T EFOR �� ,N�LEx'PER 6/55.2 p / ��{STH.NYE W7.D° N ----` _.�. `-- `/ �/ / V Q _ M -BEAM 4"B LOL11Mi 1¢,U . SHEAR E y, T " WI WI6 2 N 16k" NI �(a 26k STIFF. 3" _ NEBVEL070 COL y BEAM SIZES AND a o ° _ __ PLAN FOR SEE ELEVATION T. z - ` _ \ EA.SIDE .1 SEAM PER PLAN WI8 Ne' Ab• 4'w" f 41e 36k -� ,SHEAR It TO STIFF.IE RATE WI6KNE5S AND -WI9x35 57LB BEAM _- �- __--- -.- L-- fALUMN -IE THICKNESS t -- VELD TOP t BOTTOM COLUMN 5IZE BOLTING PER SCHEDULE PER RAN- BOLTING PER W21 l5" N(y' N(a' H'ia 46k B:: %FED.OF 6552 PLAN PER RAN OF 6552 ELEVATION FOR CALL-OUTS - FOR GALL-OUTS 5104 " 5102 IN GAMMON SEE 5148 IN COMMON BE St 18 -yF_ - DETAIL 18155E 13 DETAIL 13/�.2 14 � 1� I 10 U�V4"x 3"STIFF.IE EA.51DE STIFF.P PER 2055.2 LAP R�(a° er Iqn FNONO NELDINb WHERE SRPORTED BEAM FOR A21's d DEEPER WELD 5IZE15 W21 OR DEEPERWHERE PIFE STOPS-�ORTIN6 BEASECTION USE V (4) 0 BOLTS PER \ 3 MAX. PER 6/552 � 9V�_ BAM C.fNITIWES , I\ 5/18/98 CON6TRU_ SET (2Ni0 BOLT5 �"��6555E L BEAM BOTH SIDES A b1A , 4 EEAM 6 COL.� ®BEAM BABE BEAM PER PLAN- 1 Tl RETURN �- BEAM OCHJ51 \- PER br552 BEAM PER WERE INDICATED R U"x 4@"- 1 -SEAM PER PLAN ®BEAM 6A6E PLAN SECTION - i - - ,J�IS}" 1 IS5" (4jYi"m BOLTS - (214-0 BOLTS -® -II- y L ®BEAM 6A6E e BE4M BABE BEAM BABE - -_ I I i I PLATE N BEARING PLATE'' IT-- ) -p-v-' BASED UPON SMALLER PER PLAN PER 91NEDIA.E BO BOLTN6 PE THICKNESS2 --BEARIN6 JEC ' 7 PER DETAIL PLATE THICKNESS 4 _ 1 MEMBER SIZES S R14" PER �� - BTL �fd \ °F 6/55.7 BOS.i�fe COLUMN PER J / PIPE COLUMN BEAM 5IZE ( BEARINS PLATE yz' I/ SHEARCONN f PER PLANIIU BEAM PIPE COLUMN BEARING R Ih' L ViP COLUMN RAN CHRB BD 6552 x 6 SECTION -PER PLAN ' L " PER PLAN 1 I ': PER RAN ,� r Y#ERE BEAM STOPS WHERE BEAM CONTINUOUS f SECTION JEC NOTE AT NI2 ROOF BEAM EAST OF GRID'S2I' 5301 5108 510] 5109 li 5105 'l06 - 0000HLIN PORTER LUNDEEN DP PLATE BE "x 1� 20 21 ' 22 23 24 x 3 e; BDT-R SHALL BE 0`x 4l4" E I ,,II n,4%'E 4 BEAM 4 COL. v{BEAM I COL. -BEAM PER a s q �\ PLAN PHASE 2 COL. r'- I —I'-� 43 44 x I'-4" V EA.SIDE-\ IL t BOLTS L_.CONNECT BEAM I4°GAP T.—� i-BEAM5 PER PLAN T5 COLUMN PER 6552- TO COLUMN g BEARING R N'WNO'-6"f(70T�T�'j e� PER PLAN .,+V PER 18/55.. I i Russ3o DMA xa ^� R°N�R �AMOPP.5ID8TYPICAL STEEL ®GRD SL) SECTION r-BEARING R 96' 1 FRAMING DETAILS BOLTS® BEAMS PER PLAN- (�4y'•p BOLTS®3"aCHORD CHORD 6A&E 1 l� BOB,E05 }-y-j_ 1 a(WO'BOLTB®BEAM BABE -(4 "A BOLTS 5IZE PER " � i I ®BEAM GP6E 655E -� 98 0027-04 MAY 18, 1999 CONNECTION I PER 12/55Y SECTION , ELEVATION FOR OALLTO"E FOR LALL-0UT5 5119 5960 / 5117 25 - — 26 2� - — - - -- —281 - - 2q ! NNLOMMONSE 30 5122 512E IN COMMON SEE DETAIL 11552 DETAIL 20/55.2 - - CONSTRUCTION L I I SET- T - --- -- - - - - - !_ SKEWED METAL 5ND5 .-�" METAL 5ND5 PER FLAN 6 305 MR PLAN T.1 PER PLAN k 3051.1 2, 2x BLOCKING 7 2x BL%KIN6------------ I ALL °k- \ SHEATHING!TOPPING A� r Al In T HnU N 5HEA7HIN6-TOPPING X —STEEL R PER PLAN PER PLAN - °14 " _ SLOPED WALL BEYOND �, I i H-2 FE.ADER I PER PLAN L[. 1 - PER651.1 a 1 e"x ne,"" .,oa,o, 5TEEI.PLATE SHEATHING b TOPPING 1 --STEEL R SHEATHING I TOPPING : SHEATH SIDE T`` PER PLAN -� PER PLAN —� - PER PLAN PER PLAN K8LS PER 5W-I I oes,cn � EL PER RAN - - ,STEEL w(S)5ND5 EA 1 A3MER "x J _ 1 , 1 YU(3)-B SCREWS .GISTS PER RAND , � �'. A3 J015T � ;p .0 BOLTS PER 6/553 EL PER PLAN HOOD le PER 30/55.3 S TO SLOPED STUDS I . T.O.STEEL / a - i J m V 13EAM PER PLAN-- S BEAM PER PLAN----� F.LPPORT BEAM ' BEAM PER PLAN ( BEYOND i Z �(2A'@ BOLTS EA 51DE OF WEB FOR GALL-OUTS 1-0X FOR CPLL-0UTS FOR GALL-oJTS 6299 ®BEAM 611 B �`- 6117 j BEANE, 5766 IN COMMON SEE 6119 IN COMMON SEE GASES IN COMMON SEE `^ PER PLAN DETAIL 6553 DETAIL 18553 " 2 DETAIL 5/553 3 4. 5 METAL 5N55 METAL 5N05 PER PLAN b 10511 - PER RAN 1 3057' 1 A� METAL STUDS 1. 1 -.� \ _ PER PLAN t 90/57.1 � co SHEATHING-NAPPING \ SHEATHING!TOPPING _ �--SHEATHING PER PLAN _ NOTES AND` I F62 PLAN— PER PLAN I � WALL 6CiFEDU LLE E SHEATHING b TOPPING �- , -- _ SHEATHING-TOPPING SPACER PER 2A/553 PER PLAN Nb!TOPPING O PaRPw PER RAN PER PLAN (2)VO CARRIAGE BOLTS ---- _-_� -� _ ®EA.DECK PIECE— I--- ---__ W 6RDPER 16553 } rl WOOD DECKING W Z PER PLAN-..._ WOOD DECKING Q Z v JOISTS PER PLAN / 1 Z PER PLAN BEARS BEAM PER PLAN 3x Pr.ATE RIPPED �./ ON Tom'ITT TO MATCH FLANGE �—HU210-3TF TOP T v' -TRUSS BOT70M PER1/'.FLANGE TO STEEL PER 50/553 I NNECT \ HL OAST y LLJ 'Q CHORD - ANGERS BEAM PER PLAN. �� co 1 I -BEAM PER PLAN Q 6116 6114 II�® T '^ 1 FOR CALL-CUTS �n n 6207 FOR GALL-OUTS 8116 FOR GALL-AJTS Bi 13 6112 : = y J IN COM16M tT/K3E!10553 DETAIL S3 GRI0 I o IN GAMMON 53 ( I AHLRNOTE THIS DETAIL APPLIES—--12 W W END AE CONNEGTTOV(gL.51M1 AU DETAIL IB553 WHERE FINISHEDLOOR F= 8 ELEVATION= � Z V' NOTE;FABRICATOR 5HALL IDE TE PIPE NOTES AND 5FEAR PER 51�-a �. '� \,. 5 AM SHEAR METAL 5ND5 METAL SNDS DIAPHRAGM BOUNDARY NAILING C) PER PLAN!3051 INHERE .1 -� PER PLAN k 30/51I - _-\ I—SHEATHINS PER PLAN Q_ OCG1R5 \ \ WALL SAND 5HE NOTEAALL SAND SHE Z U i - r WEBS SHEATHING b TOPPING � � Q �I \ SHEATHING l TOPPING SHEATHING-TOPPING `) 'Q Z SHEATHING i TOPPING v CHANNELS PER PLAN- PER PLAN BOTTOM TRACK PER PLAN �� 3�y 2-2 U/ U Q BEAM BELOW— 5ND WALL PER PLAN PER PLAN PER PLPN rATTAGNMENT �_ PER 18/56.1 _ �` ANGELES YM5"CLIPS yy /: AT EACH 51117, SCREWS PER 18/56.1 0 //' NELDED TO ANGLE, F,ONN.RATES® _ CONT.186A.x X5 _ N07 TO 5ND5. -"� NAIL SAME AS PANEL WOOD R PER 90 3- _ R W � V � � �- � USE 166A.CLIP,UD.N. � -1 I f/ EDGE NAILING V� 2" CHANNEL ENDS �' -A 6YSVyv3(y LLH NU DRIVE PINS TO m OONT.IB6A x ]h U4 A4x3xVi GON7 LLH f VERIFY PER 1455.3 - .BEAM® 2"a(INSTALL YU DRIVE PINS TO TO END It -I:-0' OEAM PER RAN--- r ':' 51UDWALU—_-�/ BETSNOOD®ST05 STWAALUIOR TO INbTALL _EDGE NAILI SPACING AS PANEL (2)Na"6 BOLTS 'A ffi"END R PRIOR TO TILTING BEAM 12'o, CHANNE VERIFY W00D STUD WALL PER 52.1 b 11/53.1 1 ®02WOOD kSCREWS BEAM PER RAN �66A.DEEP�ALK BLOCKING METAL GRIDS FOR GALL-OUTS 5164 FOR GALL IN COMMON-OUTS � -f 6131 FOR OALL-CUTS 11' 6110 PER PLAN k 3051.1 _—� 9 4"o�� 6102 5165 IN COMMON SEE IN COMMON SEE SEE 3 "Vim 14 DETAIL 18/553 5 DETAIL 18/55,3 /� DETAIL 18553 S 2x BLOCKING �I . 5/18/99 CONSTRU_ SET NAILING PER 3056.1- - --WOOD SND SHEAR WALL EA.SPADE SHEATHING t TOPPING 2x BLOCKING TOP- �1 WOOD 5N0 SHEAR PER RAN 8 SCHEDULE PER PLAN _ / EOTTONI OF EA.,AOIST YlAt1 PER PLAN FV4 _ RNLIN6 PER 3056.1- PER PLAN NPRR SHEPR k SCHEWLE SHEATH b NAILFRAMING CLIPS PER PHIN6aTOPPING PER30553 PER PLAN���!TOPPING , /SAME A5 SHEAR _WALL BELOWSPACE � PLAN JEC EA.L15T SPACE ANBTLFRAMING CLIPS- _li PER 28553 2x BLOCKING AT x 5NA0 -THREADS -J015T5 PER PLAN \ p (RODS x /� BAR CSDBEAM PER PLAN \ HRBW _ -._ _-�.. W.COD SHEAR WN.L --BEAM PER PLAN JEC i PER PLAN t SCFEDIILE FOR CALL-OU75 5216 FO CALLS 6105 FOR CALL-OUTS 6103 _. 9 20 -- - - -- 21 DETAC IO 0N53 22 j DETY3 25 ! 6E73 24 6122 COUdN61N PORTER IUNDEEN ua. xcwam". u.r. x _-- (3)Ibd TO EA.5ND [bd OSLEEPERSTOENAILS OVER - _�DIAPHRAGM BOUNDARY J0I5T513L"AT BEAM g.CO IOC TOENAILS®12'oc� SHEATHING b TOPPING PER RAN NAILING PER �� 2xb 1 RIM JOIST VU au WOOD 5TUAN 4 SHEAR WALL GENERAL G R S PER BELOW-- _ -__ _. 2x BLOCKING EA.SPACE L / PLAN NOTE g PER PLAN b SCHEDULE BEAMS EA N(2)ROWS SHEATHING!TOPPING SHEATHING!TOPPING 1i 5� /' J015T HANGERS PER 16d®8'oc TO W000 PER FLAN 16d TOENAILS®12"oc� PER PLAN - - SPACER PER 29/55.3- n+. T_ PLAf1 EV1 DIAPHRAGM EC17'MART L / NOTES _ -��,__- _ __- ---�_ -_. PER A35 FRAMING GLIPS� t ®SEAMNAIL`6S MARKED STPoI PLAN T /tau ®12'oc i VERTICAL SLOT 9�'bx 3"LAG BOLTS. 2X BLOCKING EA \ r-SHEATHING/TOPPING i \\ �¢"b THRU-BOLTS®86" �—®4'�'a SPADE AT BEAMS MARKED � PER PLAN PERPLAN -TOPPING _ __� 1 i _ ti� " -__ __ I 5TRUT-(ALTSPACES FLOOR EL SHEATHINfi PER PLAN FLOOR EL. ' CENTERED ON NtX x ICU' BENT R V x 4' AT OTHER BEAMS) _ OFFICE FLOOR _ - - - —� BEYOND PER ( eEYONDF FRAMING DETAILS —GONE.PLATES- (2)Ibd EA.J015T, A35 FRAMING CLIPS (®2"oc PLAN T PLAN r / SPLICE PER 6/56.I EA.SPACER AT BEAMS MARKED 5TRU7 / PLVSH FRPME,1015T5 2x6 x 0-94e"SPACER 29/553 _ (Ibd TOENAILS4 2W BEAM PER PLAN-- DW%E JOISTS // AT OTHER BEAMS) FLUSH FRAME JOISTS J PER PLAN-- ®S)PPORTS AND 4B"oc \�-,pi5T5 PER PLAN 88 0027 04_ - �A PER 12653 \_JOISTS PER PLAN - PER 12553 ---HOOP STLV SHEAR TO STEEL W/i6 6 GR -_— -,OASTS PER RAN MAY 18 1888 TOP FLANGE HANGER. \ TPER F255.3 IAN&EHANGER BEAM PER PLAN 'FINGER INSTALL LOCK NUT 5CHEOLLE 1 STUDS®36'a __ WALL PER PLAN 1 PER 12/K.b.3 -BEAM PER PLAN FOR CALL-OLT5 X--GPM PER PLAN FOR GALL-X`5 (CCNJTERSINK WASHER k WET, "�. - --- -BEAM PER PLAN FOR CALL-0UT5 6109 6107 F I FOR CALL-OUTS 2 5120 6100 ----- - DETAIL 12553 b 21553 2 5 DETAIL 26 1DETAIL 3,0553!26553 2 ' 6106 IN COMMON SEE 2 a C' DETAIL 30553 CONSTRUCTION IN COMMON SEE IN COMMON SEE IN COMMON SEE I CC_ - - SET ti1� -. i -a Ayr TION HELD ANGLES TOGETHER b/555� W SL.PPORTI TRU55 illy_.-_ p VEII.D Al TOGETHER -- i'i_ —� Y 5455.5 (2)EO SPACES®8-BA(i t-IT 4�" 5ff CbJ EO SPACES I'tF55 RIDGE LINE —� e LOCAT10N5 SNOVN it a xJf LOCATIONS SHON1 9F5._ 5_ I T g HaU N PER PLAN �/ `Iy\ 12 • , 2/555 2/555 r�a 65 "Pe�e oee" BENT FE PER IV655 10/555 12 l 2 10/55.5 4 �(K�'=- fI "' 1, OPP 51M. 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LINE OF INTER550TIH5 COLUMN 5213 - - LINE OF BRID61N6 5209 �, (f� 1 ''I}c —5RID61N6 N,I��� q QL COLUMN 4•-'�-0, 1 2 n- W Q COLUMN l - c„ o c V'II HELD ANGLES TOGETHER C ¢ ®LOCATIONS 5HOM (�-INORK POINT INTERSECTION U Q SEE NU EUPPORTIN6 TRUSS I I Iei55s 1 j 91555 2 —111 R PER 19/555 - I 4 RCN' I6/555 v(2)4 21hX2 *x is .. wT 6.0IBOTTOM CHORD 23/555 &SEE 5212 13 14 ll - Imo_ - �GOLUMN _�-0. l8 -(2)EQ SPACES mrfRSEcn 5P - SEE -- r✓6 wry (2 f �..�. INTERSECTING VV 37555TR1155 OF 12/55.4 45 ( .SPACES „ )EO. Ei _ � I ."� $"IC;HELD ANGLE5 TOGETHER 5/18/98 CONSTRU. SET _ - a LOCATIONS 5HOM 116/555 i SEE TRU55 OF 19/55.4 — -- ]a/55.5, 9/555 (7144x4x4— -- - - -- 'IxiS Tom% JEC i '. Ib/555 (2)42S5x264 MPJ— � V � I BTL T i HRB wT Tx15 BOTTOM GHGRO - 16/S55 f ' Lec 2355.5 12r555 / 201.SS � 24/555 - — „ FOR IL 61%.JfS -— _ ) 54 _LINE OF INTcRSECTIN6 IN COMMON SEE _ �- SIM. DRI06IN6 '% $•-I4^ IOC 20 COUONIiN FORTER4UNDEFiN DETAIL b/55.4 Ry COLUMN COUMN �COLUMN 241 � �E - -- -- --- 8 PER DOUBLEPLAN 2x.015T5 a � l PLAN PER � I I ( CONN.PER -4 2 x2 xacRoss I OFFICE BUILDING --- BRAcmG MOREv} � mBOLT OCUR5 PER PLAN ` TRUSS ELEVATIONS _ - INT 5x11 HORIZONTAL - - IEtMEERS a BOTTOM \ CHORDS(NOTED \ F-TAB t% x SY MIN. �. 98 a002 04 _ AS'LINE OF \ w/(2)%"0 BOLTS TO EA.MEMBER,'IYP.UO.N MAY 18 7888 ____ -- 25- -- --- 26! - - - 28 II ---- ��A -- - --- "NCI °. Trus�s Bridging 54a9 g 3O CONSTRUCTIONET g h x_numr -... ovw.w.0im rmn r+nwv..r. 7 m /Ul2 14 1� � TTP.PER ELEVATION It, ..IAAA All WT TOP LNORD WT TOP CHORD vz, LEVATIOPER ELEVATIONVtT TOP CHORD WT TOP CHORD-LDOUBLE ANGLE PER AS REDD / / / PER ELEVATION / V4 UI� �ERFORM WEB ELEVATION WEB MEMBER INS - K k4'AS REO'D �. PER ELEV. E / TO PERFORM VE'B -� —DOUBLE ANGLE M13 DOUBLE ANGLE MELDING / MEMBER PER ELEVATION I 1 VEB MEMBER // \ PER ELEV. / DOUBLE ANI V1®MLEi"BEERR E / I VEB ME43ER PER ELEVATION 5298 ! 5204 PER ELEV. 5203 5224 5201 52002 `^ NOTE: VELD VEB ANGLES TO WT PER 6/555 I NOTE: WELD WEB ANGLES TO AT PER 6555 2 NOTE: VELD VEB AW.E5 TO WT PER 6/55.5 4 ✓ v J NOTE VELD YEB ANGLES TO W7 PER b/Yi5 { AT TOP CHORD i; Lu Lu PER ELEVATION-" T/4 / v. NT TOP LNORD 1 / /- WT TOP CHORD--� �` AT TOP LfIORD—\ DOUBLE ANGLE Dd BLE ANGLE PER ELEVATION \ �� PER ELEVATION \ i PER ELEVATION V VEB MEMBERS VEB MEMBERS r 3 //�� V ! / PER ELEVATION PER ELEVATION / � 1 '✓ / DOUBLE ANGLE DOUBLE ANGLE i -DOUBLE ANGLE PER 23/55.5 �� I I— WEB MEMBERS / YES MEMBERS ' / �'' V®MEMBERS - ? CONT.R PERLu PER ELEVATION PER ELEVATION PER ELEVATION 21/55.5 to Lu Z Y / _... 6 ( ' BENT seer ff -- i 0 C/� PER I'I/555 PER IB/555 �: I NOTCH AS REOD PER IB/55.5I 4 Z I I CONT.R F�29555 _/ �� �� Wi BOTiOMCfIORD � AT BOTTOM CHORDJ PER ELEVATION PER ELEVATION PER 9/55.5 ¢ Q (; 1 5214 52y^99T 5213 52�1 52W 5206 ■ � NOTE: VE Cl_ LD VEB ANGLES TO PIT PER 6/555 - - mom VIES ANSLE5 TO HT PER 6/555 V 1�: NE VELD B ANGLES TO Wt PER 6/555 NOTE: VeDNEEV ANGLES TO W PER 6Fh3 I O FAT : VELD YEB AN6LFS TO AT PER 6/555 I I NOTE PELD JAMAN5LE5 TO AT PER 6/555 12 Lid CIO 1= DOUBLE ANGLE --DOUBLE ANGLE --DO181-E ANGLE DOUBLE ANGLE h� WEB MEMBERS VEB MEMBERS YEB MEMBERS 47 j/1 NEB MEMBERS - -PER ELEVATION--.. PER ELEVATION PER ELEVATION -� PER ELEVATION p:l III //Y�� -BENT f-b�' SEN - `� �.\.-_.. BENTbr555 ! III - PERTI/555 \; ! PERIB/55.5 SENTIIiI TO WELDIIV6M-�-_� y ��/+ 23'h 1 U,1 rvII TRUSS PER PLAN�� \�.,\ TO 5`aPPORTINb 9/555 — PER III _ <PER 9/555 ° TRU55 ART, ; V MEMBER y 9 pV Ad PER RAN Wf BOTTOM CHORD - WT BOTTOM GHORD Wr BOTTOM CHORD WT BOTTOM CHORD) PER ELEVATION PER ELEVATION PER ELEVATION PER ELEVATION ' FOR GALL-OUTS / i 5210 5399 5211 5225 5129 «r� IN COMMON SEE I 5272 I NOTE: MELD NEB ANGLES TO WT PER 6/S55 15 NOTE: WELD VEB AN5LE5 TO AT PERb(555 14 NOTE: VELD VEB ANGLES TO Wf PER 6/555 I✓ NOTE: WELD YES AN5lE5 TO WT PER b/555,U.O.N. 16 NAIL IB/555 17 18 T r 1\ 5/18/99 CONSTRU, SET -DOUBLE � WEB MEMBERS AT TOP CHORD PER ELEVATION ./ PER ELEVATION —AT TOP CHORD i---Wr TOP CHORD a;" — ---- fir. '*a' PER ELEVATION I PER PIEVATIONI-V I � A 4 It 4"AS REDD TO a PERFORM WEB WELDING o �- JEC_ i _ .._. - BTL I I r - \ (4)36"0 BOLTS® CSD 5 Y " ORD III T-B �..�ylT BOTTOM CH CONT. �5"x4' BO �-.WT 770M CHORD I IT BOTTOM LhDRD� III BOT.CHORD GAGE AT BOTTOM CHORD �» PER ELEVATION --COLUMN PER PLAN COLUMN PER AN PER ELEVATION N COMMON SEE ( "4 BOLTS a EDr.PER ELEVATION PER ELEVATION /' -COLUMN PER PLAN JEC COLUMN PER RAN'- FORDET C IN COMMONOU SEE IDETAIM /55.5 2 1 FOR CALL-OUTS 52T0 FOR CALL-0UT5 CHORD 6A6E 5205 R "x l X 014 5207 FOR IL 24/553 POTCALL-OUTS __.---- I TALOILh1204/555.._ IN 24,555 --- 2 ' 512] 5296 22 I ' � — 2 -2= 24 COUQNLINPORTERLSIPI9EEti NOTE: WELD WEB ANGLES 2O F '+fs TO AT PER 6/555 UD.N. 2 2 " V A5 \ 3/555}-- Co To PERFORM VELD PER 2 VELD PER 29/555�- I A I ?CB MELDING : � 21���e� WT1xIT -� r-TRUSS TOP CHORD eLPu plan '',I �roNnT e "' ELEV.PER A E I I I �CANi. PER 2B/Y.5+� I %'e `CONL PER 23/555 BEARING SEAT MADE I � TRUSS DETAILS k3 VV f2)3a0 BOLTS BEARING SEAT MADE L- 5• � e 3"oc � - - x20 �-- -_ � � R!4 x9'x 14"W/ i� � � � - �. FROM WT6 - VU IT bX20 (�i5'b BOLTS - R%"x8'x10' yV (4F8°6 BOLTS I BEAM PER RAN I BEARING SEAT MADE 980027 04 > I PIPE COL.PER PLANE (2J�a°d BOLTS FROM Wf bx20-EXTEND F - �Ry R FOR BEAM FOR BRDbINb 60M. MAY 18 1998 5 CONNSPE PER 10/552 22/552 PIPE COL.PER PLAN -._.PIPE COL.PER PLAN --- _ 11 5130 i 5126 5125 ^5128 C 25 � 2�( �_.___._- 2i 2� ',I NOTE: VELD WEB ANGLES TO AT PER 655S- -✓O I � CONSTRUCTION SET _ DfAFHRA6M BOUNDARY (METAL DECK PER- NAILINS PER PLAN EL 3i-" PLAN I bi551 / _ _ �- (2)ROWS#8,5CREW5 ROOF 5HEATHIN6 ROOF DECK PER 1'2 M Ix T H U N CONN.PER ---PER PLAN \ TOF51055.0 -_ __ -_ _ �I - x + I aT , I PLAN t 6/55 " " r BENT IE THA AN SHEATH!NAIL SAME SHEATH d N41L SAME 'a'°T11 11 4" DECK PER 6/55.1 __ 1 2N6 STUDS®24"oc - AS ROOF DIAPHRAGM 2x6 STUDS®24"eL A5 ROOF DIAPHRAGM ;, "e"a;e:. / -NT6xll SEAM o"e OLIPS PER 24/5T.1 10 12"oa�. --_ROOFBEYOND S hIINb 6d®12'oc \ / -PER LSNEAT+IIN6 "TmT"""" PER } BEAM PER PLAN- - i ' ` BEAM PER PLANS - - �-�EA.STUD ; 2-5 mussR V ' 1 ELEV. \� li STEEL BEAM BEM��6"%�5— `-ROOF JOISTS iFE PER I1/55.6 EXCEPT U \ PER PLAN a NOTE PER ARCH-L. PER PLAN3°LONG N(2)BOLTS Z � N THIS 15 A UNIQUE CONDITION, PER P,RLHY. \ -ROOF JOISTS PER PLAN TYPICALLY STUDS ARE N0f -TOP CHORDOF RIGIDLY ATTACHED AS THEY 4--WIND HEADER 1 TRIJ55 PER -TOP CHORD OF TRUSS 5132 6131 5150 ELEVATION 52]] �� 5276 w PLAN ARE HERE PER L PER ELEVATION I j 2 3 AND65,1 4 5 6 �n s, DIAPHRAGM BOUNDARY w I F- DIAPHRA6M NAILINb �J NAILING PER PLAN III TO BLOCKING ROOF J015T5— cn PER PLAN 2x4 x 4'-0"OVER E �-- PER _„ATHN6 \ ��'� -DIAPHRAGM BOUNDARY A \ SPACER PER IT/55b TOEN PAR OF O TO EA. v NAILING PER PLAN v PAIR OF ROOF 3015Ts II/%b ,j -SPACER PER 1-US5.6" �(a)6516 x 24"STRAPS C) -PER 10/ CLIPS / PER 10/SSb i ®EA.SPLICE \ L� C'3 LIP5 PER 12/553 �---_ -.- A\ Vu Z 2%IO BLOCKIN6- A A ELOCKIN6 PER 1O/55.6__ II —43ZX%CONT.FIELD I a EA.J015T `-ROOF J015TG \ f Q z ° WELDED PER 15/553 1 SPACE / PER PLAN TiU 55 TOP CHORD_ A A - ROOF 4OIST5 PER ; 9 �_ ( PER ELEVATION T PLAN W/CONN.TO _—TOP LfiORD OF TRUSS A34 FRPMIN6 LLIP5� TOP CHORD OF STRUT 1 \ �' �' ( ®8"oc-PUDDLE MUD TW55 PER ELEVATION e `TRACK MAY BE OMITTED V J Q TR155 PER Ib/55b PER ELEVATION r TO ALLOA TREES TOP TO TOP CHORD OF CHORD TO PASS �� �lA1WECT 3. PLYWOOD STRUT TttU55 V8 'NOTE - - TO TRL555070M (240(iDDLES E NOT WYN Q CHORD PER 5155 6 NAIL TO BLOCKING FOR CLARITY 5295 FOR CALL-OUTS 5226 FOR CN'L 522b �I' V� COMMON SEE IN COMMON SEE y ca" - �,j.� D� Lu 1 IB/55.3 Wl(4)8d NAILS V DETAIL IVSSb I ( DETAIL 18/55.6 'I 121 _---. 2x6 x 0'i4"SPACER II " Z O ROOF JOISTS v TRU55H AND®8 0 oc c U PER PLAN ATTACH EA.JO15T TO DIAPHRAGM BOUNDARY C Q SPACER AND C01UI. r ROOF JOIST ROOF SHEATNIN6 SPACER Wl(2)12d NAILING PER PLAN i U PER I1/55b PER PLAN II/EE.6 > PER FLAN j A. $�G°x 6"x 0'-51y"NV I /Lp / NAILER FOR 61PflER- 11SPACER PER 1T55.6 _ ' (2)ROWS 15'9 x 4"LA6 5EE Mat� , _ BOLTS®515'oc INTO 20d®12 oc ROOF.L'JISTS CONT.DEEP LEG I TOP TRACK o,w t-ROOF JOISTS \ SPLICE PER 18/5T.1 SENT Re x .. T r'ER rti.AN5 TOP crprzD—' v V 1 reuss BEYOND �•e xaerE as 4"0� 1 N'S \--TOP CHORO OF PER ELEVATION PER PLAN TRUSS PER r l �,PLSNAN It ELEVATIONb STUDS PER PLAN 6 Cw�. COLUMN BEYOND 3D/ST.I 3051.1 YU 5HEATHIN6 T PER PLAN PER PLAN t 18/56.1 ` i FOR LALL-OUTS NOTE' NOTE: 6120 5217 5219 5218 `- IN TAIL 16/ SEE SEE 10/55b®STRUT TRUSS LOCATIONS-_ -_-.---._. --- SEE 1155.E®STRUT iRL55 LOCATIONS q#COLUMN 4 DETAIL 18553 (� T 15 , 16 _ 17 �DIAPHRA6M BOUNDARY wE "gym, A34 FRAMING RAILIN6 PER PLAT /1\ 5/18788 CONSTRU. SET 51NSLE 2x10 CLIPS 9 6°oa / �- %'0 x 3'LAG BOLTS ' ®RIDGE- / / 2x BLOCKING fib"0 TFRU-BOLTS 0 36"oc 1 ®5"oc )I - 5HEATHIN6 / CENTERED ON 1N"x IV i PER PLAN - - VERTICAL 5LOT* 0 BENT R Ala"x 3K' STRUT TRU55 `.ti T �h BOTTOM CHORD mm --CONT.PLATES- � ROOF SPucE PER 6/56.1 x \ JOISTS TRA5 BOTTOM CHORD / b vT $ i V PER PLAN-- ..._WOOD STUD SHEAR #" STEEL RODS x JEC HALL PER PLAN 4 41�"LONG a I2'oc --_..--WOOD STUD SHEAR SCHEDULE WALL PER PLAN t BTL - o COW TO TRL55 ; W0.0D STUD SHEAR -. ".- -- xHEDULE BEYOND BIM.TO KALL PER PLAN CSD" — V55b EXCEPT t SCHEDULE - - J � USE THROUGH SOLT5 TOP OF TRU55 *FINGER TIGHTEN HIT w:m- BEYOND AND INSTALL LOCK NUT "JEC 5159 6121 5215 III 5123 ... la 20 21 ! 22 23 24 ° °��1N __ --- --_-- --__--- PORTER LUNDEEN ° F T E.C0 V—DIAPHRA6M BOUNDARY 01°rsex NAILING PER PLAN ' 'x CSxaa°smAPS ®EA.SPLICE OFFICE ROOF _ � I e CAM + FRAMING DFTAILS G BEYOND PER 1 PLAN!2N555 � I,�."� --- 98-0027_04 I MAY 18 1909_____-_, _ i FOROALL-OIR5 �••"nw ne« _- _- 5158 DETAIL 18/55b 25 26 27 28 2a NLO oNxE 30 55.E CDNETRNCs'Er Cr / ! o IO/5 IN6 VERIFY EO. 8 wnwes� -. I N5 gEry 0/55.7 INIERSECTIN& J015T 0 4/55.7 CATWALK -1015T ST 1 / i2/`S7 M :T H U N TRUSSES / 0/SS] IU55.1 12551 0/557 II/55] li TO.BEM R 5 \ SIM �1 / IM sIM. SIM T010/55b- TER1515 B / SIM. seq. PER ISYo5.B � WT8xl3 I Y � !� WT8x19 _ I BEAM PER PLAN— m CONN.R b HOLM PER 6/552 �TR1155 TOP A CHORD PER j _ ELEVATION LINE OF 5MJ HALL g N�MEMBERS /WTBxi3 i YITBxl3� _ Z PER ELEVATION / ,� I WEST FOR OALL-COMMON SEE I"clr. Il. 5154 16/55.T —f 5278 Ib/55,7 52Je >IN COMMON SEE �h` N.,p-0. I yx.p_o, ^ / DETAIL 10/55.1 ,i / C> 2 Z� 5 ) 4 Catwalk Truss 5 Catwalk Truss 6 -I6`MAX.WIDtii BLOCK- GUT FOR'TnSS TOP ^ ! CHORD. FILL W/&ROUT CI J ®GAS I/ AFTER TRUSS 15 YELPED 44- -(4)fp"9 BOLT5 ®GAGE ' ®&AGE t "x�per"NOTCH— BOLTS �(a) °m eoL S - - TR�ss TOP KV MAX., RI REan 11 z —— OR ARIN6) O I ! CHORD PER 1 ELEvnnoNF— CD 1 LU Z_ TRU55 TOP TRU55 YEB -♦ry Z Z MEMBERS PER TRUSS WEE MEMBERS ELEVATION CHORD TOP ELEVATION iS ' 4is CHORD PER T O PER ELEVATION .ELEVATION TRJE5 YESMEEMB PER \�BEARING(L 15"x5"x I'-0 _ i Q ELEVATION W/ PU(2)Bo"b x 6"STUD5®N"oc (4)%"6 BOLT5 TO - 'OP CHORD I Q 1401 529a aR. 4212 LL S (/ 11 I W TT — ----- -------- — 1 l CLR. TRUSS NEB WEB- TRESS WEB I'CLR. Z O I MEMBERS PER MEMBERS PER Q 'IR1155 PF2 ELEVATIONS ELEVATION ELEVATION �- I6'MAX WIDTH BLOGK- . . T_ OUT FOR TRL55 BOTTOM BOLTS PER Ie/Y�i®6A&EI - �(4) "b EOLTS k, A CHORD FILL N&ROUT (4)WO BOLTS AFTER TR55 15 YELPED I FINISHED FLOOR - A ( EL.PER PLAN ®GAGE _ �--BEARING T PER 12/55.1 11 i Na TRL 5 807TOM� iRI/SS BOTTOM- PLATE THOKNE55 6 CHORD PER CPGftD PER BOLTING FOR WI2 ELEVATION ! ELEVATION ®EAR CMU WALL PER PLAN 4 PER 6/552 SEMERRAL STRUCTURAL BEAM PER PLAN -LINE OF$TUO WALL 5144 L NOTES 4208 15 14 5 1 CONN.SIM TO 24/55b I i FOR GALL -OUTS I IN COMMON SE .a� "'= "'N3Pv 1 EEAM PER PLAN ® DETAIL 30/55.1 /�\ 5/78/88 CONSTRU. SET W.PER PLAN EU FLANGE CENTERED ON COL. MC PER PLAN A, // die COLUMN PER PLAN-ALIGN FLANGES CENTERED / ,TOP d BOT INSIDE FACE W/INSIDE FACE 1 DOUBLE CHANNELS -T��FLAN&ES OF STUDS TOP d BOT.> PER PLAN ON COLUMN My o FLANGES 3(tV_ r5EE 26/55]AT LOCATIONS YAERE&UTTER PENETRATION - b', O, / 15 RECUREP PER ARLH'L F Y'x PER ARCH'L,TYR T � _____ �CONN.FIER 12/`fi2 21/55 T} I'0 TIE ROD W/%3 V"5 EA.END JEC g ) �CONN,PER 22/55.2 ' - E --DOUBLE CHANNELS - F NYi"x7�a ( I 22 GA BHP OF 175"CONCRETE FORM DECK(G90.GALV)- BTL PIPE CAL PER PLAN PER PLAN d 28/55.T- - 1 SiDE T f B 'O o. 1 CBD -__ --- FASTEN TO STEEL PIPE PURLIN5 W/48 SELF-DRILLING FER 21/T TO COLUMN HRB PER YI/SS,T _ A 50REY15®B`oc ACCOMPANIED BY A NEOPRENE WASHER-_ � R ` 5168 5156 CONY PER 10/ / 5302�' �LUMN FER PLAN TYp. � 55.2 6 21 r -�^-� Bos —r J/ cauaMiw Poarw L.uwaEea4 CHANNEL PER PLAN 2 2 \' r FIELD WELD C _---_ - -_.._FOR CALL-GUTS � E AFAR SIDE ""."'"'"" "° .°°" � �� 27/557 e 7 :-� �9& o>� IN COMMON SEE METAL 51U05 PER NF-ADER H-2 PER 6/ST.I '� DETAIL 21/55.1 ✓'�' O el.per plan PLAN d 30/5T.1 / CONNECT TO GOL9 BEYOND _ _-_ d 22/55] PER 24/511 $ COLUMN PER PLAN DOUBLE CHANNEL PER PLAN -� AL / I ql/y�7 ! �628/55T(BOTH5 SIDES HERE �5 9�GHAMJELS v OCCURS) PER PLAN � ,NTJ— BEAM PER PLAN W/(ZV O BOLTS - �h^(5E 16/51.1 FOR COMMONS i ° ! 1 CONDITION®TOP) T--PIPE,TREWS PER PLAN PIPE IS - CONT.THROUGH CHANNELS Typ ID4" &Rlv GM d&RID cs TRUSS ELEVATIONS M Tope BOna�LAST"o4 AND DETAILS - CONNECTION PER 1S55.2- I 28 ' MODIFY PLATES A5 SHOWN ii PLATES b"SHORT OF � BB 0027.04 ry S" SUPPORT COL. FLAN&E5 --�/ 5"x 3"OPENING PER STIFF.It's PER 22/557— METAL DECK MAY 18. 7BBB _ AR6M_WHERE OCCURS PER 30/55] _ FOR 6U TER-2"RADIUS _ 4 PER PLAN(LLY) " AT CORNERS �.v_ R 4`x 3"CONT.--' T ALONG LENGTH I J� 5397 5303 OF CHANNEL TYP 5398 5300 I � I 25 -026E 27 ! 7 CONSTRUCTION SET T O STEEL L0.STEEL ` (7)ROw5 a0 5G$6N5 m EL.PER RAN EL PER PLAN I @ 6"oc ROOF DECK PER I METAL DECK L PER 4r55.1 PLAN 4 b/551 II' r T /� METAL DECK— 6A.TRACK 2 MIN t.. _ PER RAN - 2!5"B'K"-bIST PER PLAN '�'�` DEEP LE65 K " M Iw T H U N JOIST PER 52.1 - ' - - - — �\ 14 (2)a8 xRBwS®12 oc -- _ TOP OF BENT THRdJ6H TOP TRACK BEAM PER PER IOF58—/ I INTO CONT METAL 4 `r �`i91 —� I/i"EAP FOR DEFLECTION CONT.LPER II/SSb BENT IE PER 10/55.5 1 All-OM46E IA 2-12 / �-p-— 5CREV15,BLOOKIN6, BEAM PER RAN-- CONN.TO BEAM CANT.I[$�'zb PER 18/55B i j .gIST PER RAN METAL 5ND5 PER PLAN d 30/51.1 SNEAIHIN6 PER PLAN NOTES 4 SHEAR WALL U 4 5CI$DULE ,a I Z PER 52.E J015T j ,PER 52.1 °I 4 BEYOND FOR CALL-OUTS 5161 FOR CALL-OUT5 5134 FOR CALL-W5 513E 511335 ..11 DETAIL bl55H -.--- DETAIL 655.8 (�• DETAIL b155.0 , /, 5 2 IN COMMON SEE IN COMMON SEE IN COMMON SEE c 244 ®"K",'GIST I BENT "x PER 52.1 5°®"LH°JO15T I'-I�" CONT.ALONE ROOF \ j JOIST METAL d PER II/558 v TOP OF BENT It �s TOP OF BENT�� 1 —CONY,#166A x PER 10/SSb 1 _ 1 i -__. - el.Dar R Ne PER I0/55.8 w/(408 5CREl'Y�TO DETAIL ——� �_ — EA.BRUT ON EXTENDED — C y 312 / xyxq'xIX IN PER PLAN-�i / �\ \ F— �N ® LN JOIST \� Lu \ —BEAM PER PLAN \ _—COW R FOR BEAMS- x SEE 22i552 U p C/> TT / PIPE COLUMN PER RAN i Q j JOIST—�� � � JOIST LLJ DETAIL PER PLAN j PER PLAN Q _ j 5113 5137 5136 W = �� 7 8 IO I I 12 a- -- - -- ------- - -- - - -- --- ---- --- --- = ui II= —BENT ICCM C� o CONT.ALONS �SPILAAN I �`'S TOPS j ,P p __ _-_.METAL ANGLE �.1�ti , 5 C BENT I[%x 7 _ C TRIES TOP or Ion V CHORD I�CONT.K V x 5" Al 5 M 21h"DEEP STEEL � i � c__ Q PER PLAN 4 PER 22/5" MEMBER BY JOIST j ! 4yV3-12 30/5T.1--_ MFR A METAL DECK = CLIPS PER ( PER RAN l TRIES TOP CHOROH afe 312 PER ELEVATION y 1 VS MEMBER / CATWALK TRUSSES PER RAN PER PLAN-- _ PER 5/558 � TRU55 PER ELEVATION JOIST PER PLAIN - 5294 5145 5293 14 -- - 15 � - - 16 18 ' 13 - ---- - --- - r TD. ! g^ 5/18/99 CONSTRU, SET SHEATHINE PER SHEAR 2A'o BOLTS -J TO.BENT --_ '� SEE 10/55�5 SEE 10�/55.8 i / �� -- METAL 5T.M WELD PER 6/55,1 T WALL SCHEDULE VCLD PER 6/55.1 j-- ) PER PLAN 6 j 30/51.1__— j , A 1 BR6.R%x4v- / METAL DECK PER PLAN G-IPS PER 24/ST I —TOP TRACK JEC j PER 50/51I 1 ` % — OIL _ < A STUD BI-OGKIrLS FIFECOL. AT EA.— PIPE COL AT EA. —,p15T PER PLAN METAL 51UIY PER __ 1 �_— J015T PER PLAN J015T PER PLAN -015T PER PLAN CEO SCHEME RAN!30/5i.1 SHEAR KAU I (� SHEATHINH PER � � N8 SCREWS®b"oc TAB IE li 1 "' (2) STUD .i-...__-- SLOT I TIGHT VU LOCK` xBO T HRB o _ _ \ 4 Ib6A.x Bx3 W/ x4°®EA.PIPE FIN6 (2Ia05CREw5TO a 000L7/( I JEC OR rAIJL-OUT5 `5 5153 5133 IN C* NSEE 5143 I�, 5141 IN CCOMMON SEE 5152 A16D I. 24 ,,,,�:�. '° °"` ""°"m " NUT 1 20 IDETCAI=/55.6 2( DETAIL 24/55.8 j FLOOR BEAM IN 22 23 OOURNL9dlPORTERLUN®�� ._.. PER PLAN __ . st e co B-0 �"" y�f -_5EE RAN FOR I[Aa z 315 W(Z) --COISJECi BEYNS TO - -5TRUT BEAM / BEAM SIZES AND ;V0 BOLTS 0 3 oc / ELEVATION Ch 6C COL"PER 11/55.2 PER RAN j Y f ro%L ec� C -AS or w10 \ Ay 0 PER PLAN ��COM1.PER 22/552 COLUMN PER PLAN TYP. EZEPT usE BENT COMMONS BEE12/552 ci- P�PEcaL / R ssHos � �� DETAILS - 1 CONN.INFORMATION - --- — ----_-- j TYPICAL ®W8 6 WIO BEAMS `' PER PLAN FLOOR BEAM j -� PER 522—� y -:'�- 919 PIPE 98-0027_04 _ - NOTE:SEE RAN 4' \/ j MAY 18, 1989 _--_ 4 DETAILS FOR ADDITIONAL $ __STRUT BEAM SEE RAN FOR MEMBERS 4 PER PLAN <TYP. _ BEAM SIZES AND 5162 j NOT CONNECTIONS HOM HERE 5163 BED 5142 25 26 E EVATI�N 27 28 �-- 8RF C,Tm 30 - = CONSTRUCTION SET Y - -T NAILING 5GHEDULE (per I44T UW ToMa 2541-13-1) PIPE COLUMN PER PLAN MOOD STUD NULL TYPES .. CONNECTION NAILING DRIVE PINS a I2"oc - !I �� i (9)160 a a'x �16d a 12'x I..bb[to elil P geder,toenail (`3)84 WWl DESIGNATION STIR Siff SPACING 5TA66�AT STA6f� o I :T Fie \ ,.a... 2.Bridgingt9 to Joist,wemll each art (2)ad M-24 2x4 It'x EA.SIDE OF SPLICE EL5Btl9EE 1 3.I'x 6' _ - TYP.DOUBLE TOP W-26 2xa 161x r.cro.: •uu..1 4A:.c11.ee ndbP ar loos to each ,lace nall (2)ad PLATE-SPLICE x .a 4.111 than I'x b' _.FABTB4R SPACING AT PER 6/5b.1 sudfw to each joist,face roll (3)Ed i PANEL E06E5 PER IB/56.1 TYPICAL _ 1. HOOD FRAMING USED SHALL COWORM TO THE SPECIFICATIONS \`-Top (MGRD _ 5.2'&Wlw to bled ad fate r It ar gvdor, (�N� DRIVE PI15 a 1Jy"oc --- x REFER TO 30Fh.1 OUTLINED IN THE 6BStAL STRUCTURAL NOtFS. SPLICE b.Sob plate w;obt P bbdkMg, �II -- 55�LH MIL LE PER PLAN DOUBLE STUD HEADER- ' FOR SPECIAL STUD 2. TOP FLAT 5 SHALL A BE.(2)2'NOMINAL MEMBERS SMILED I BC EM CHORD-J/ Pao nyl Wd at fb"x _ AT SHEAR KALE Sob low wpbL aA54M-49 'EACH END PP18 JOINTS 3. BOTTOM PLATE5 ATTACHED TO CONCRETE SHALL BE 3'NOMINAL at tr t- paneb (3)164 per 16' � AND PRE55.vRE TREATED. BOTTOM PLATES ATTACHED TO NbOD .�,"'MIN.BEIY�NN SPLIL6 U r.T late to stud,end mil (2)Ibd MULTI(STUD P)57 PER OR METAL FRAMING SHALL BE T NOMINAL.UDA. Z 8.Stud to sob late (4)ad,losrWl ar PLAN(MIN(215TiAY.>)- `.--AT tI. TO ERT STUD, P NAIL TOGETHER IN 4. ATTACH STUDS TO TOP AID BOTTOM PLATES PER IO56.1 AT OF VBRT.STD,TYP. (� owd-m11 ACCORDANCE WITH THE AT EXTERIOR WALU AND PER 615b.1 AT INTERIOR WALLS. 13 9.Dauble styob face wa Id at 24'" t, 5311 6ENBRAL STRICT.NOTES 6205 1 6204 6203 10.Darted Ic4se, lul face mil 16d at 16'x IH",rot 4 1 5. FRAME AROUm OPENINGS PER TIE 6EtERA15TRUCTRAL 5 / w Rabb tOp ptdee,kf Wilts (b)16d NOTES N!D 456.1. Cf C0 11.51""between Joists or rafters SHEAR YULE PER PJN OI a j _to top plate toe1la11_ _ e)bd SIG. ST8--�� ` MARK - LU HOLDOIN ;MIN.NMBER N.NMB�; LOAD DETAIL 12.Ren t w late,wanit ad d b'oc 4. � __ J` �- '- -wooD STUD SHEAR , 5TUD5,JO.N. SCREYLS ! REF. f- IS.Top plat",lops ad Ht""Ila o.face Hall (2)ud WALL PER PLAN SHEATHING 1 ALLFAS SCER5---+ II 27 .I 14.Cathaus header,two 16d at I6"x k SCEDLE STUD PER PLAN PER SHEAR WALL SCHEdRS !mA SMRI4 (2) 06)m10 5760M 2556.1 v J pkua a eodT 5fb.1 ABOVE 4 BEGAT OPENIN6 III III 2156.1 over Pace MI (4)Ed PER FLAW._-. -__--_ -1 , DO NOT OTIERWc,.E OCCUR HDBA (2) 5415p 9 HOLDOPN PER 1256.I v J z 16.CeN�� h,lop owstaww",ll (5)Be - - ..- N'R u n w1oU (21931oxI5,(etl lob w law,EDPOII IS)ad SHEATHING k TOPPING PROVIDE STUD BLK6 BEHIND HDBuct too 17. ALL STRAP-WERE MFEMBERS II_.. - A94 R2PMIH6 0.1P5 1456.119.Le11 lob w Ilel raftaro,Pacs raAi (3)Ibd DOUBLE STUD(FULL HEISN) II 511010 f2) ISO WO cW004 20 JI L EA SIDE OF OFENIN6. WE HDI5 (4) 1 5" 114 J LLJI4.Rdwr w Ide,toenali ri)BOFASTEN SHEATHING PER FASTENER II it 1456.1 20,I"brace w each stud old plow, -._.._I,m PIPE SPACNG COLUMN OF " "IF (2)Hp1OA (3) 150" 44/is%.1t i'[AStj W Z face Hall (2)ed SHEAR WALL SCHEDULE II.I III I \,.a_ 2256A -� 21.r x a"eheadtmg P loss %7- 05W 5TRAP5 ABOVE k BBDYI - !m6 :T5'haAhoNx (a) 3S,20W 2256J U O w each ,fau rol Wild 4fM _ - 4 2956.1 R 4 4''A2' OPENING OVER SHEATHING 2 ' 24'1'x a'mder i 2z than sheathlno�w loch bePky,rats naN (3)Bd • 1 57105 SUBJECT TO FIND LOADING SHALL BE ATTACHED TO TOP OTESFULLY FASTEN STRAP EXTEN510N5 HOLDOM SCHEDULE NOTES: F� UJ Q 25.Built-up caner stuff Ibd at 24W BEAM Alm BOTTOM PLATS AS SOWL STUDS AT INTERIOR Y4YL5 NOT NOTE,THIS DETAIL 5 TYPICAL FOR ALL STRAP FASTEN HALF OF (DIHOLDOW TYPES REFER TO 5II•P50K STRONti CATALOG CALIDUP-, �J C3 HOLES24.Built-up gkdP 20d at 32W at top ad botwm ad PER PLAN- SUBJECT TO WND LOADING SHALL BE ATTACHED TO TOP AND BOTTOM WNDOW OPENINSS LOCATED WTHIN _ Q Q .., Pd beams s sd(2)20c1 at Ads and at each Ilre PLATES PER B/56.1. SHADED SEAR WALLS IVICATED ON v3 6124 ATTACH PLATE TO FRAMING BELOW PER 3056.1. - szas PLAN 62ot - gCNEDJI.EDIPAIBT IUILING.SSTAG6ER PVPGTEER550 THAT LU 6100 SEE DETAIL 22B/559 a� 60v2 8 � 10 I I ; 12LU co C)-L- L 5TUD5 PER I2/56.1 I O DRVE PINS a 12'x-- .� .-PIPE COLUMN PER PLAN Z macc• U FASTENER SPALIN6 5LRO 1%OF BOTTOM TRACK ATTACHMENT; C ---COLUMN PER PLAN MARK SHEATHING BLOCK AT PANG EDGE JDST OR S.pNY6 DRIVE PINS TO SCREWS TO CAPACITY ♦^ U Q ® 01 TO TOP TRACK CaJ®® v ' PANEL NAILING _ CONE.BELOH WOOD PER SCHEDULE -_mt"m THREADED(FU L) 5F14 15'PLYWOOD j YES s0 a b'x a12 0 Woc 0.1450 6 4'x IS a 5'oc 2BO RF SELOA STUDS a 12'x-FULL . 10 SERIES HOLD" OF 3056.1 _ .. _. PER RAN k 1256.1 f&16N 5W 2 fFL=] Y sae 4'oc all a 6'oc 0.145m a T'oc ab a 4'oc %6 PLF -J DOUBLE STUD-._� - 5H.3 YES NB a 3'x 012 a 4'x O.W5m a SW ea a 2I5"x 510 PLF SHEAR WALL PER RAN WOOD STUD SHEAR --Rt•m TERRACED STUDS a SH-4 YES ea a 2'x ml2 a 3'x 0.145m a 4'x m8 a 2"x 650 PLF k SCHEDULE WALL PER PLAN k SAME SPACING AS �� 1 5G!+EGULE NOTED IN SHEAR WN.L :h 14 SCHEDULE FOR ANCHOR BOLTS NOTES: BOLT 5m YF BEAHI PER PLAN OI SEATHW 5CR875 SHALL BE APPROVED AV SHALL BE A MINIMUM W.a x PRAT HEAD Wnl A MINIMUM WAD DIAMETER OF 0242'. SIMPSON CATAIAG C90 (ORIENTATION VARIES) - SCMiBN SHEATHING TO INTERMEDIATE FRAMING kU PANE-SCREWS 9 12'x. 6301 6125 6123 a SEAR WALL CAPACITIES ARE BASED ON TABLE 22-VIII-G OF THE U BC. 13 14 15 ' I 1� ®STUDS SHALL 13E A MINIMUM 13m'x3h'WTH A te'RETURN!LIP. TRACK SHALL BE A MINIMUM I'4'z'J/N'. ST05 PER 056.1 04 FRAMING SCREVG STALL BE NO,a x%"WAFER HEAD SELF-DRILLING. 5CRE,15(.L1OWTIN6.YJ15T5 OR BLOCKING TO TOP TRACK (VELD PER 12,d2 STUDS SHALL BE No.12 x Ika'WAFER HEAD SELF-DRILLING. 5TUD5 FIR HOLD" SPJD5 PER 125b.1 -� �I 5/18/OB CONSTRU_5ET TOR PER 225Ti) 19 AT INTERIOR WALLS ONLY,r/,e"055 MAY BE USED IN LIEU OF 15'PLYWOOD AND V OSB MAY BE USED IN LIEU OF%'PLYNCOD. ---TT- --SCHEDULE OR PLAN WOOD SEAR , !10(LDYm!PER PLAN � /-!p SERIES IIOLDOYN WKL PER HOEDOWN PER PLAN ,m-T - PAMB NNLING 1 N � THREADED % PLAN PER 3056.1 m 1756J I i 1256.1 PER PLAN k 12fh1 -- -- IL fl NAIL ENDS OF STIR TOGETHER / L( , III STEEL ROD NAPER ILING o =_- >?; i-R1%'xuts°xsTwwHDTH, Plywood Sheathed Metal Stud Shear WaII Schedule ICJ WOpp L{{pW '� -. - - HOLES FOR BOLTS FROM COLUMN _ III�'PER 1256.1 �HOB MR 12fab.1 1 HOLDOYN ABOVE 50561 11 ..J,:E-�� II1SftM AS REO9. N I I DOUBLE 5TW FOR PANEL ! BTL `--FETAL STUD SMEAR SHIM A5 REDD, 1 : TO COVER BOLTS T5 BELOW M R 2ae56.1 BMARY NAILING comTo of BOTTOM PLATE ATTAOW'ENT WVG9 SHEAR 1 WALL PER PLAH - --;_11-f ro covaR BOLTS . ; 1 N%°m THREADED 1 ,MARK SHEATHING I BLOCK PAWL NAILING JOIST aR a1arG ENAILINS TO ANCHOR BOUTI CAPACITY CSD WALL PER REO9 STUDS FOR A`r�`- STUDS a 9'x FWOW BELOW 0WNC.9ELOW� HRB REOb STUDS FOR--+�-�'- __ n C TO TOP RATE w PLAN HOI..COWI BELOW M06 FMN-5 S'RYIAOOD(m.sldel YES Ed a F.© Ibd a x ` 16d a 2'x WI.2i'x QW PLF JEC I PER 1256.1 1 �' 1 SM ku'PLYMOOD(a.side) Y Y6 IOd•3'x® AEG 3 a (2)rraowWs odf __ !0.21'x 1090 PLF 5310 6308 6302 6303 Hd a O"x 160 3 o Q1 ST hPLOIDaide) Yr d a 2"x a 11 1W PLF OO UONLINproRER LUNOEEN20 21 2 adax(T 16d a 3o TAT a8'ac ea. (2)rawsd _- ..,nr,«b_"'wn .e�,.w..r��>.SWfi IS,PLYW X(em.skis) YES IOd a 2'x '0 a 16'x 14�PLF 11 - k Ibd a 10'x 16d r a n 9V-4 75"PLYWOOD(sac.side) YE5 IOd a 2,oc(si 1 ea sde (2/rowe oP qy^m a IB'x 1740 AT 9 g.CO 4 k 16d a 12°x bd a 'x H j 1 (TNT INDICATES TOENAIL. 5705 FIR 1256.1- �'- AS REWIRED TO 315x3'/ix17 PV FIT HDLDOWN 1 %A$THREADED STU05 STUDS PER 1256.1 TADD���FEOD. I e 9'x,EA.SIDE t. � i______�_ -TT TO - .. I I HD 5E'RIES NOLDOPN 1 1 OAT INTERIOR WAILS ONLY,Ne'05B MAY BE Ili IN LIEU OF t5'PLYWOOD AND i6.OS3 MAY BE USED IN LIEU OF 4b'PLYWOOD. p HOLDOM PER- III I PER PLAN d I2/55.1-� DOUBLE STUD a we PLAN!12/56.1 II1 FOR PANEL 1) PANEL NAILINS APPLIES TO ALL SHEATHING PANEL EDGES. NAIL SHEATHING TO INTERMEDIATE FRAMINS W PANEL NAILS a 12bc. IA TO I5'OF RAT SHIM 1 �' 'TS BOUNDARY NAILIN6 II ; MAY BE PLACED HERE 1 1 AS R b 11 EM$D R Xi°x 11'x 041'x OO AT SHEAR WALLS THAT RE(311RE A35 CONNECTION TO TOP RATE,PRWIDE MINIMUM aF(2)A35 AT EACH SEAR HALL. WOOD FRAMING _ S TO AID IN INSIALUTION A 1 \ 1 OF HOEDOWN 1 / HEADED STUDS o RNAILS PNOTE 3�1T OF S ARE HEET ON THE USE of COMMON HAILS. PorER DRIVEN NAILS MAY Y%nN1ED FOR LOMM(NN DETAILS , I ' it 1J___ 1 1 T FRAMING AT ADJOINING PAWL E26F5 SHALL BE 3'NOMINAL(OR WIDER)AND NAILS SHALL BE STAGGERED. 08-0027-04 ANCHOR BOLT SIZE PER---/Ek -FRAMING CONT. 1 1 ANCHOR BOLT 512E PER--�N �-FRAMING CON. I! II •®• m ©EXPANSION BOLTS SHALL BE USED IN LIEU OF WhOR BOLTS ONLY WERE SPECIFICALLY GALLED OUT ON PLAN OR M DETAILS. 5IMPSON CATAL06 S46-R l' W RS WERE OCC vj' It, 51WSCN CATALOG C-9a WERE OUJ.RS C 8 SIZE AND SPACING INDICATED FOR ANCHOR BOLTS APPLIES TO EXPANSION BOLTS, MAY 18, 1000 .. • k EMBEDMENT PER 2T561 BOLT VIA. -EMBED. , -� „�n••,•_. _-.. _ 8' 6305 FOR CALL-aRr 630T --- 13, 6308 'W �0 EXTERIOR WALL 6J04 S IN R CALL-SEE _...J6� USE R Wxb'x I'-4'W/(WO x 15"D2L p, 6000 N DETUL 2T56.1 I, 20, 2� ! e4,0G 2V YVood Stud Shear Wall Schedule 3O j CONSTRUCTION 25 26 114, _30' __.. SET <- DETAILS ------ A STUDS PER DETAIII.5 LP STUDS FIER DETAILS STUDS PER STUDS PER DETAILS I PER DETAILS C P AN6 E55 PER24/51.1 C P AN6LE5 PER 24/51.1 (LIANE PER 24/51.1 CLIANI PPER 24/51.1 --CL NII PER 24/57.1 j60OMTI6 HEAD TRACK b00MN6 HEAD TRACK K Ia T HeU N b00M716 WAD TRACK bOOMMb HEAD TRACK 600MTI,HEAD TRACK �"o"^^o -T5 bX5 -CONNECT TO T5 exbx7ft-CONNECT TO - ��600YLlb STUD-CONNECT TO - (3)bOOXL16 STUD-CONNECT TO EACH ___ TRACK PER 22/51.1 TRACK PER 2251.1 ""i^„ TRACK PER 22J511 -',I OTHER 6 To TRACK PER 2257.1 -. I'I CONNECT TRACK TO JAMB CONNECT}RARER TO JAMS s CONNECT FEARER TO JAMB z CONNECT HEADER TO(ALUNW `3- CONNECT HEADER TO COLUMN STUDS OR Ml50NRY r-- SND5 BEYOND PER 24511 L 1 STUDS BEYOND PER 24/51.1 -'-�� BEYOND PER 1651.1,U.O.N i �_'�-__ BEYOND PER 1651.1 U.O.tI 1 -$ BEYOND PER 24511 Ji t SILL TRACK AND AND SANE SILL TRACK AND AND SAME U MI HEAD TRACK AND STUD A5 HEAD TRACK AND STUDS SILL TRACK SAME A5 WHERE CGCLRS MERE OCCURS HEAD TRACK WHERE OCCURS I i i+__.' 5057 w III HH-1 H-2 H-5 14-4 4-5 w j BOLTS PER I coLur-N PER I CHU WALL ,-HEADER PER PLAN j PLAN PER PLAN - 11 16 GA.x SIX 0'1 v /1 t6)k8 50REVG INTO EACH ANGLE PER 2451.1 SILL OR HEADER :I � �(2�OICIB AND W MELDED EL ED 18 � END R PER 16511 \ / -._FEARER PER PLAN •• .1 C) E i ��-' EF�30/55.1- ((U SIDE Y9iERE _______ PER 2251.1 t 1651.1 OCCURS) TV (f� - i W(,2)WO EXP BOLTS � TOP OF SILL OR W) ®3'oc(E4BED 5I4'1 1 __________-___ BOTTOM OF HEADER V Q FE W-BOTTOM TO AL16H PER PLAN __J FOR GALL-'.TUTS NU BOTTOM OF FEARER Ij Q 1 530E 1307 II 5305 5304� PETAL Lu 1511 IV V-0 Zei. Lu [J 12 - - - - ----- - - ---- -2^ �� a o j ti TRACK PER DETAILS r-(2)ROWS OF(4412 5CR� Q z / HEADER PER BOTTOM - f ` T CAL 5ND5 PER EA.51DE OF SPLICE U.) V - t2P�i"@ BOLTS . PLAN-CONNECT STUDS i PLAN T PER PLAN ( ( b/511 DETAILS ANY POST PER 1 70 EACH OTHER 1 / j I" ( -I BE PLANTS FOR _ PER 2vs7, ��� - - ,� i NUMBER OF STUDS- '� --- e " WELD SUDS TOGETHER -__-- END�Va°- nrrAT'1 i PER 2251.1 ) -Ib6A.UNPUNCHED STUD ,J HEADER METAL �LLLPER%AN�/ �16GA.x 3'x3 x5g AN6E PER PLAN TOP 4 BOTTOM OF HEADER NV(6)K8 51RFE"3 INTO I R PER 50/55.1 1. MU.TI-5TA POST 30 R j I� - 3 j 309 I �/6 I ' ---- � 50-5}6 ' 50 p56 14 , ✓5✓✓ V6 Typical Wall Opening - - --- -- - NOTE:THIS DETAIL APPLIES TO TOP f BOTTOM TRACK OF ALL INTERIOR I!5"x 114"ANGLE W/ ATTACH ANSI TO TRACK W/SCREENS - WHERE POSSIBLE Ai TRACK ON STRUCTURAL SUDS. SEE 2451.1 FOR SUDS SUBJECT TO WIND LOAD. SAME EASE A5 STUD- LONCRETE OR ASAINST STEEL SHOOT -NO FUNLHOUi SHALL ODIC � ��=STUD UR (2)552"6 DRIVE PINS THRU EACH CON 5/78/99 STRU. SET I55 VIITHIN 12"FROM END OF SUDS AH6LE INTO cONII OR 51 Y IERE 5M75.OR J016TE, STUDS MUST BE FULLY E CONNECT BOTTOM III OR DETAILS CONNECT -- -�- � t IVa-36�� 5NV PER PLAN T BOTTOM \ ARE 5HOMN TO ABUT, SEATED AGAINST TRACK TRACK TO FLOOR TRACK TO FLOOR 1 MELD A5 SHOWNPER PER 1856.1 56.1 - g L RUNNER TRACK SAME TRACK SANE BASE AS _ GAGE AS STUD III M STUD W/A WIDE _ = MINIMUM IVi HIJEC NUANCES,MIN. NUANCES J �} � �H `•� t=EASE OF MATERIAL CONNECTED SCREW ATTACHMENT CSD � USE(3)NO.5 5CRENS � ((3J No.IO®I46A.SUDS) t � 11$-96 WHEN TRACK 15 ATTACHED DIRECTLY TO A S ALL B E,A STANDARD NOTE: TO ATTACH ANSI TO WEB HRB N0.b x M PAN NERD SHEETRACK METAL SCREW SHALL BE USED. WHEN SAME I. ALL STUDS D All MIA STUDS OF TI-5TU0 POSTS JEC TIME A STANDARD MINNJ I BINATION OF THE ABOVE METHODS MAY BE Uff0 IN THE LONG DRYWALL SOREN SHALL BE USED.AND STUD FLANSI ARE A7TAOHEP T AN ANY SUBJECT WIND CT TO LOADING 5HALL BE ATTACHED -- k y,FF 5059 (gM 5060 TO TOP AND B070M TRACKS AS SHONPI. 5061 - 20 21 COUGHLIN PORTER LUNDEEN 22 ERECTION OF A COMPLETED WALL ASSEMBLY. 23 2. STUD M55 SHALL BEAR ASAINST TRACK NEBS. 24A I I..- "I I. METAL FRAMING USED SHALL CONFORM TO THE 5PECIFICA7IONS `S V_cou, NOTES, OUTLINED IN THE GENERA.NOTES. a 5RO61M 15 RECWIRED FOR LOADINGS APPILIED 2.METAL FRAMING f 51 BRACING SHALL BE 6ALVANIZED UKLE55 � a BEFORE 5HEATHN5 15 ATTACHED TO BOTH FLANGES. n. BRIDGING FROVIDES RESISTANCE TO ROTATION I66A.x I!b x 1/1OTFERWISE HATED,CONFORMING AS FOLLONS: e CAUSED BY WIND LOADING°AND RESISTANCE TO BR WE CLIP AtKE 12,14,AND E CAGE AS7M A446,GRADE D Fy=50ksi � BOTH ROTATION AND MINOR AXI5 BENDING CAUSED ttPICAL BY AXIAL LOADING. THE NUMBER OF BRID61N5 16 AND 20 SASE A57M A446,&RAVE A Py-33Us1 8 ROM SHALL NOT BE L�THAN: � k 3.ALL STUDS t STUD vROUPS SHALL BE LATERALLY SUPPORTED To METAL STUD WALL Tl'I'ES -(4) 10 OR WALL DE516NATION 5MJ TYPE 5PACIN& 16E " 48 5CREW5 PREVENT MEAK AX15&IGKLI%BY CONNECTING EACH FLAN6E TO - -'- METAL PLYV100D PER THE SHEAR WALL SCHEDULE OF IB/561 OR TO GYPSUM 5-320 358XC20 I6'ac MA-LBOARD PER 1991 UBC.TABLE 25-H. 5-620 60OXc20 Ib"oc FRAMING j I. Up to IOb"helghE:Or,e row of tridgmg at mid-hoiyht. NOTE: SEE PLAN FOR - ---- --- _ 2. Over 10'-O'height:BrldgMg rows spaced 5'-0°oc maximum. 5-bI8 b00XC18 16"oc LOCATIONS OF 5TRICNRAL DETAILS 0 4.MELDING OF COLV-FORMED METAL FRAMING SHALL CONFORM TO AM 5-616-12 6WXCIB 12"oc STUD 1215 AND SHALL BE PERFORMED BY VBLDERS QUALIFIED TO PRODUCE S616-12 600X616 1I tX O6�9 V ID STUD BRIDGING SHALL BE EITHER VIOR SCREM ED THE SPECIFIED CLASSES OF WELD. _ 98-0027_04 GROUF5 T AS SHIOWN AT RSHT: 5-614-12 b00XC14 12"oc WETFE32 PER 186A.BRIWINS 2251:1 U CHANNEL, ' SWO� T STUDS M NIMJM SHALL BE PROVIDED AT THE END OF ALL WALLS MAY 18. 1999 - AND AT EACH SIDE OF ALL 01 UO.N. WELD 57 D 61 �i TOGETHER PER 22/51.1. 5063 REFER TO 2851.1 FOR REQUIRED MD6INS 5064 CONSTRUCTION S // �t 25 1 2C/ 28 Metal Framing Notes S"7� 1 _ SET 0 lC.r�7 Mj l.`.t.-'} ut 5�cy} '1"1'y C f ^.v +,ar. _T.: �•` `ice � i i � I E � ' �y ti�,i lur I T- rl 15EErsmG a�'Fco - �" _��,�..yyy---��� ..:...:.,-,^"- ---" M I T H U N f r t FLAN 9HT Halms ley rYERF"'. " J"o FRpY RAAGE� - }-.•'..�^" R e u { r �� i � �", •t � � � � oral r.. rtyy�, �L�a+'OWAPIpl � m e 5": LME 9EE clue d[GS (� xatSED - f IF . � I J�. �PLEN�d'1 o2W r� t t7=7_ I GESHETER�� ��--^�-`"- `-�� I 1 � '. �-aidY I I ✓ I i .._. _ i i t t '�_ i D-I RIP �' T _.,....... �u( A v J I � „ LL .T 3 E r G �� E 1 t 71 f �, i' �� cf O vr-a. Lu J ( v ! Z ma ti -' ( pAT c<c� rN �4 Q t J .. f , /' _ d ( LXN/£1E{FlPEdLF'TILYJ i I .SL�., t FIRE SI/FPaEb.•f(GW _ __.V r_ ._____ NOTE: srue roR pf� � � cur.ay G ' - srs]En vd o�e ra rc¢�,e_. ¢__�_ - r 'S y� P�ccuetacnav SEE A7.0 FOR COORDINATION OF LLB DUCTWORK WITH OTHER TRADES. CIS i M B£Al{9PALE t CO 3 I .. � OVER Lp1GT1[Gae I i i (TYP CP 4Jj 1 1 ( TW LLJ,, _._._ __-_. _�f 02 (BOXES 101-120) y ~ TERMINAL BOX SCHEDULE (B 65 � a TOGASLME Ii � ' ern uo. ml ms os ID ios iDu NE IIz Iu TYPE I 2 I — 2 2 2 2 2 y 23. 1128 IZ9 IZD 2] O L !i {f,Y,yy�' ' IxiEr slzE Iz m s e e J e 5¢ 112 Ia ID u ¢ 11 e e le Iz m M Q it Ii� W PP'., E,M ISso a5D ]so D Ro 11.D Iioo Isso E. Ibso I. 50o doo 2zDD uaa so U N D I. cr ,..._..._ ........�._. __._�,.. _..._._,._..._.. - _q.- ..... 'nta.. zs000 moo IOoo Issa eoo mm so 5D 1. mD ma aso DJao Q z r LOT k %t 4MY C!u 100 J50 250 250 250 SJD 5E 535 NO 5]5 1 dl5 y CDT y F.VI CEM J30 950 ]W ]oo IJDP I900 IT. i00 2200 J. B50 10 } 2 5 > b ID ♦ D l 9 II i 2 10 9 LQVTELT Q(r FL EX ! it '`f'"¢{ Vq.T/PIUSE +.N/S aeop 4",E aeo/a IBD/J aW/i Neap aeo/i aeo/5 4!0/a aBory aB0/J aeop 490/0 4G0/S FBo/J s80/s aeo/i ®► ('L/yNPLTCa r ' I - �.J STEPS 2 2 2 2 2 2 P 2 IAN GA$CLC'l �E�»_�. ).r _1fii a' 1 flEEMflNS R /1 /6 I/8 Y$ � ry� VMi/P1NSE // 2>]/I P�/I n1/ YP/ 27/ 2�/I Y])/I m/I 3]]/I 2n/i P)>/I 2n/r ¢n/ P]/I dP/1 0n/S 9/a TRUE NORTH 2 B f 8 f } 1 5i{P�Pa STO SrD !1 I If C .0 EE PCCE55 !M9 f l-N.3 N"xb"(rYPJ T"G//A5 it'. N°xb"81. r I t� NKM AS { ..- rZ31ol ( r,9 1( TmE -sca Es 1P adnEaen t Tus"ortt-. -- __.. A rYPE z-sEv Es ry�i Epvrzuo*Tus'oros'. %„t} 5 Is SCALE i HANND E60 L,I" f" ""�.. - - t rO 5/TE 6E4£R ,."A - _ 5/ra/5s EOv�Ivc5r6cT L�LlV2 + 2f O%CT LMIEa INSERr rrrP/ t �� r F PA! - r ' 1- �� .t,M • '^-... '+at-PPrrrrJ .s��'"�-' L N �� *G� "' / � __ rl1 ..w 4/ f„ dd'i C "6.8L.riYP. I t Il / ! ® � 1 cR 51 i Tt _ N a uxmwrTPJ I �nb 1 'j g 4rr/g"a k'X&"5C �f� •,:3�- rf�"..a ` ...x I v._._. ;. "` ,.,. {; 'r s ro's r• 11"„„1111 , F 11ar j ,{t '/ Rv.r. _ , 40 t RLCEe,HOI t +. :q s rip a`> 7 e 1Y T5s 3'/ �DN J. EE � I® '� P�?AJ. rG HS/OE5 ' k w' - - *Si V i{•P Pb 9R!OVpNU nGv� E t �� //-l� At �.,...-^.."'...... I L to ' //e t,', 0ma/r) u C) , E j t has Fo r f ""Dy 6P c = a � �-h K"xb YTYP/ - �.• � 6� �'�' ..r � Lp_3 ENTh�SHEET r 4f �"�: �L r�� .tea a 6 m q'frRAN1 I/) >• I A 56 - Pen , to x6 5 C 1 : _., SIORR� BTERB r le I 6a _ 1 FIRST FLOOR PLAN - t`y m ]h"G TO A/p/-1 � H_ � ✓ELa'K uJLr/s rG.l I � CT)m. _ v �Apg E f y" A I _ rT4xO bNLlNEO T / ®a { - 98046 m Ory'p - M43 I PLE:V6I BOX TTPJ—� IO l �. WG' 4� NOTE: — --— o bt A^%w I. FINISH FLOOR @ ELEVATION 19.501 6p8/YG J V {a"m 2. SEE DETAIL 5/M4.I FOR BURIED e.x WASTE LINE SUPPORT. M2008046 L FIRST FLOOR PLAN �J '. _ - . ] 3- VERIFY INVERT ELEVATIONS mrvw nexm i e ` NOTED BEFORE CONSTRUCTION. --- N SCALE: 1/8`=1'-13' 4, SEE GAS RISER DIAGRAM FOR GAS PIPE SIZE. 1��`, +•+2.0 CONSTAUCTIf1N�Et L 7-t TO ROCK CAP, uY -M I THU N i au A 4.�R A --4 4 v /7 if 4T', F aAo, MAL ,a TO �F.c Kryp, Lu FLR Qlx 9 ACI C/3 # CONO.DRAM TO SPLASH C rl If— A ! fii f lr� . f --- k TOWER ROO F PLANA SCALE: 1/8'ml'-O' L "A C) 01' Lu A Lu IV, NOTE: C) CIO LLJ DECK SEE A7.1 FOR COORDINATION OF —4;x�a"15R)rA 0�,lVIS I DUCTWORK WITH OTHER TRADES. J Lu CJ3 -�44) Lu TERMINAL BOX SCHEDULE (BOXES 221 'p, BOX No 221 223 22� 2nl l Illf 22� i ll�[f 1 232 1 v3 234 235 237 ... 241 11z n4ll z4Y �11 2 1 1 1 2 1 l, n l 1 1 2 c>2 2 1 A 1 2 Ikl if •IJ 1' 6 'l l Y l 1z l.. 811 4.. 2110 1 "Il 4fl. l,fll I- 1. 4Dl f`4 c �R 1�lf Ill. 1. 1. A 1. n. 4W Illf ll. l5lf Ill IA. im . 4nll IJ 1� 115 4. ll.a l Ill., Ill z5f) A� 1 -11 'TG WIL f f lean +oa • 14 VI J % llffLT/PRfK 4l 4.fl .,E� lt�tf/, �,,,K, �I,/, 4fflf/B 480/3 48D/3 480/3 480/3 490/3 �/3 4fl[AJ 4flV/3 TIFS I 1 1 2 2 2 1 2 1 2 1 f I /4 1/6 I/3 1/3 Alf /l, lA /3 1/3 1/5 ► -;77/1 277/1 277/1 277/1 A 1 11, �77/i V17/1 ll71/1 ll"/, z11/1 �17/1 ... z11/1 111/1 277/1 277/1 1277/1 7EU5 NORTH 9 T111 I IIRLS ANJ P�ER�ll TYPE n1fl!Flf A�.111n Tlll� ',Tns- J A 10 n fA LO 3 SCALE 1/8'0-0' ucilON SET AB,/. R"',syEEr lB PE,,VV E,ICA 1-7 Ili F I r BRA:.. �N NISH A 'A PEUE—, Nl ry 20 LOP 109 "A, V-1 e 10 A 4 f cl� R,V, oea Iv D.A,J A,Cq Ph f m,j p o PEP- > "i, j RiP I SIDER & BYERS ln� A...�-lll� ul RAI lak .-- PW X 'aECOND FLOOR PLAN 7 Inn}r 13 l At u A M43 ln,V, ET 5118/09 rl"E�OSU rs ln;l, ' we j, nAD4 ME 80�6 SECOND FLOOR PLAN HVAC SCALE: 1/8'=I'-G' M2. 1 CDNSTRXTB SET 19M Air ua+-5 Er-1 GN 2rt FLD 'ROJrE M I T H U N rRAP PRIMER R IL/EF , VAL VE c xo DRAI P-4 .uxx zzi u�" y su r I If Yt� , 1 Ost FLOORJ u//A/R GAP_ Y rnn qxe v n N r0 0 ^ / Iaep unxvom • IN"Nllli"V l� ,xrxn on nns vx !4 W GKEt P.5 Wr 6 LFL/!cL HB �RONDE WOO \ _- . 0.4 uH-2 ErN OV BR4 dGGESS PANEL WPHIS URN �ERN/GE. HH � I Ii I �D"-1 WW211 RAW-P-!� 211 P/✓ I 1�r aONi CV 4c I Z hGwS TTOOR /V' ;.. T^VON- S I -'--. _ P^✓ P4 uv$ NV/lcufa Wtlfy v P.ft?V/DE I'i " T' ✓ I /'^_;:.'3- Ii E4•* T. i _,= i..._... }Y4N'} Tz• v -s. _- I. � rxPr cu LINE IHWIF a aGc HEL .P,rowoE I�sdab r�H/N .F ..� TO 4D✓AGENT nl5/PL/GSHER PRD✓lDE A/R �I ols/+¢w�RW46TE L/NE SF II ,f6.i btso>u'_ s :i f >1 a u,� +.z•;�v/ Is•cW '''$ i d m a W a ✓ - _ �P--_ — — — ' -�'� `f � ... _. ...._. _ lLLJ .-� j vJ Ij y a zre - � � __i�� n }�+.J '.. �!T LKT) �a•V s�(� G4MFd I O "h/! YEST&fiE a /A 1 4.145EE SET 111D 41 IT v� 1 it I {i( 5' 7 ✓ G. .,kowvE lo'HWlcru, mT FOR Le 1 /h'cWl ^Hurl3-✓ ____ ____ 1 e"--_� !i i f- II. / 4I GJN� p ) � �W n�H 1,p1/•_ `` CIU UP D Y.W- �TE GH(/V/GR/LLE P-s3 wr h u 3 � r j - a.�v � GE/L/NS TO YH /!y IV I/1j••V-J Lu P-3 f -jCD . , PARTIAL SECOND FLOOR PLAN - PLUMBING PARTIAL FIRST FLOOR PLAN - PLUMBING Q z N SCALE: 1/4'=1'-0' SCALE: 1/4'=1'-0' U O U, CC _ L u rr U� �r`t'ri u. 'ry dj r 1! ..� � x t�„ t �- uj �- LJJ 14'4 M co 1= ,.t- Z C,,,> p-4 t c5I ) \. �/ ty` sus.! 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R, /�� ` J >*� ..r...r .C.,_j .+ L. F _ L,.-_�I i {( j —�� �1 �I�-- .._ f ■ ■ i C// -_ - Ir-. g`N '•�e(`p G ,°,.,� t mr'+ �� M 1 i , 1' ` ar. � T - 7 �r r�u <.a3.��1 _.S_..5'' _v � �._: .d,= �.._. �J .. ....m._..W�.,.®�._. a .....,_,�."__�___.._. .__............._ _......,�..�.__ ...... ___...._...___��._ _._..__......._._. A SECTION 13'-W E ¢ z — a SECTION 11'-6" �� U 4 M4.3 SCALE- 1/4• - 1'-0• M4.3 SCALE 1/4•- 1'-0• TR0 NORTH t , 0 1 10 � ) � SCALE 7/4'=1-0' i HELdULINE�S/GHT I `T N f y / s l/ F,xv-rmoeTN wEru ('^� b nx3m Fo.RETURJ 14, r Zze �� s F/R9r T i rL �- � f '6 /9r •/ t Box TSd m ____ Box 14-1 z37 i� Box1d3 N B. .� _.._ �. ! ._�u„.4' m -.• t ( lb x38'FO EUPPLY / xF,F'PY 239 Et'vE. 5T'x/b'Fa DA.J. _ L/ uP.M J. }( I ._... '; � Llb•x3a'FO SUPPL I"'-�, • �ii � �� z-1.�... 3 r k �� !?-�,� �� 7,?£3� �I � t I, � zmserFo. �- - 1 � ._._m /1I 4 _" ,. _._ _._ 4ff� _19Z .. .. � SIDERAYERS rFO G } TRAY '0 llJLE11 rO /NLET le'Fl+eea+m'mrlsml seiioie° {a i� � •U•w - a ,. �Box lB ro Box'9d 1 _......_ 46 HVAC ...� �/.. —10 N ". vwnm T ! M�433804� SECTION AT WRIST -I p SECTION 13'-0' ! M4.3 SCALE- 1/4•- 1'-0• ! _--- � � M4.3 SGALE• 1/4' - 1'-0• M4.3' casr�lmo sir m MITHUN Dora ur AD-4 laoqu o nu: n®�� are navro na ruueq w+sae PIPCG ThKp.Yd! •.�n o PdRAPET Inreuer nemn 5ED/•FE lK"G tO EXTERIOR � lIIALL Of TOI[ER 11 13 P H'PkI3 EMCAED � f14./ DV CATW4GK ROLP � 8"D/RT� ,_Y...._._.___<,.......__.._....,..,._._�_�.._<_..�..e�_.__...._..� LEG I u1GGL I � U PIPF•Ka A9 NK.N dS PETETR.CTK.N ("G f059IBLE•be ROGR .._.� Z cE/L MCa � -- �h"G I v�>veoaR '^J ! G 34'G BZS PL'N lK"G '9"G TO I ZBOT I-EW 3T5 t1BN EFER"EArY � v 1 I `GENERATOR S 141BZ M01J L -1_J hLTEL V J � �N GA9 YEtER l SERv/OE [ FRONDEG a EACH EC Mr.tONT WIGN PIPMG BY GdBCADE KGT. 4F/IFfIENT CCWECtIpt i"DIRJ LEG GAA 9/ZE FOR 361L'D HBK Z. O�MATE VU Cd5O4DE/JA)IAP.bI. / /\ uwtL PENErRAr/gv— G.dE(3f®FIY3-5/6<,FGR f¢'TER 9ET. ><\///) Z O GAS RISER DIAGRAM DC w uj z M 4.4 N.T.S. /Q� z HZE V O U' W Q _J u5 3:: ._ _LCE/LBG EBGI/TCNELW 7 /"N♦LYU 1 B&6FgPT NKr'1 L i v' l'i"I GAL v.AGL-th0. — i---___�.___._.__ �• sEccr.E ro snacTa� rFF_ — —'— UJ APO•E/)YP.6ZJ-1oGATE✓AL VEI,i� •--_ - )El'vP.PI'E5 /tYPJ -- -T- REL/6 vdL yE P/PE �3 C) �_.�__._._. j10 SERWOE SINK P-4 O ��°°° I DIELEGIR/C ©ER.BV Iloo i L�L Z/i" U Q I &Ar a R.ArHI4R I I I I A I ' 'I DR4M dry i I �� ,► �w ORLW PAN Ea/AL �:; TD N•!/!Tn'I•FG ra4S II - (24 D/AJ ryjtip �-.•�-. 0 1 L uixD ALL..navrB ALL.aaa'io SCALE AI= 1/40-0' BTEELff•' to / Z'YJ'k �� P. AFTER F4BR/OdTION ReT/OV£BNARP EDGEB,Y.ELD SLAG AND FVSt FMIBN IIbtN OVE CDAf EPONY PPII�R AND 81,@CIIAPdL BLCIXMG Cp ttW6rO4 $GRArWPoX AAMJr /lYP.OF bJ w0 3 MSTALL E4¢4OCEr lLITI1 PlA>7Q7Y cr A�MAT NOTED dFF calae�lNATE uarN GENERCL ccNTRAcroR /"N!LY4OH TO 4 PR E SE/Y/c BRGCMG F£R U c SEGrlp 5I . D/STR/B✓TIPY 9. OOVTR4CTOR 91idLG v ALL DlETtl/GN3 4V RER:RENCE TO ACT(/M.WR NtR UBED. w uv ww: BRACKET MOUNTED --- -- �� WATER HEATER DETAIL M 4.4 N.T.S. N9 RV RTG.� PaM.J a N g N �N ��. SIDER BeY=RS O eum.+uqu Ixop me'wm Yu pw in"e��ue �'_CHANICAL DETAILS & SECTIONS a 08046 fj 5/19MG w 4 M�Y8�0�6 ti M4.4 5!I MECHANICAL EQUIPMENT SCHEDULE BUILDING CODE NOTES: PLUMBING FIXTURE SCHEDULE TITUS MARK ITEM MFR: MODEL .DESCRIPTION ITEM MODEL DGSCRIPTIN SIZE MARK AC-1 PACKAGED VAV TRANE 32000 GEM 0 4.0" 7SP ALL SUBMITTALS SHALL BE APPROVED BY THE ENGINEER OF RECORD ANO/OR THE MARK ITEM MPft MODEL DESCRIPTION ARCHITECT THEN SUBMITTED TO THE BUILDING DEPARTMENT FOR REVIEW AND APPROVAL AIR CONDITIONING SFHGC904HAJSAE]08 4000 CFM MIN. OSA P-I WATER CLOSET AMERICAN STANDARD FLOOR-MOUNT, SIPHON JET, CEILING TWA ADJ. ROUND DIFF., STEEL AS UNIT 50 HE INDOOR FAN PER SECTION 106.3.4.2. APPROVED PLANS AND SPECIFICATIONS SHALL NOT BE 2234.015 ELONG. RIM, VIT. CHINA, 1-112' DIFFUSER MO, WHITE. INDIQATED CD IS HP EXH. FAN. CHANGED, MODIFIED OR ALTERED WITHOUT AUTHORIZATION FROM THE BUILDING OFFICIAL TOP SPUD, WHITE, IS" RIM M^1 T II U N PER SECTION 106.4.1, ADDRESS TO PUNS. HEIGHT, 1.6 ME, 10' ROUGH-IN. 14" CIA. CD-1 COOLING'. 1039 MEN TOTAL AND Mr9 I xrH eb 9 a 750 MBH SENSIBLE @ SEAT OLSONITE: N0. IOCC ELONG. WHITE PLASTIC, OPEN FRONT, nMrx ¢;aaeanl 12" DIA, CD-2 WITHOUT COVER, eaa Aalebd 80/6] EAT AND 85 OAT L Hess To as PER: 9.4 RUSH VALVE SLOAN: ROYAL #III 10" DIA, CD-3 rR xvn oA Ra ercn HEATING: 1000 MBH, 2 STEPS. B" DIA. CD-4 ?-1A WATER CLOSET AMERICAN STANDARD FLUOR MOUNT SIPHON JET, ELONG. ELECTRICAL 326 MCA, 460V„ 3 PH ENERGY CODE NOTES: 3043.102 RIM, VIT, CHINA, 1-1/2" TOP 6" DIA. CO-5 SPUD, WHITE, 17-1/2' RIM OR MOT.: 15,000 LBS I. SEE SCHEDULE FOR EQUIPMENT TYPE, CAPACITY AND EFFICIENCY. HEIGHT, I.6 GET, 12' RGUGH-IN. MCD FOUR ADJ. CORES, STEEL AS OBD. WHITE RAT INDICATED CO MISC.. VAV UNIT Al SUPPLY FAN 2, PROVIDE THERMOSTAT CONTROLS CAPABLE OF DEAOBAND OF 5 DEGREE SEAT OLSNITE'. N0. IOCC ELONG-, WHITE PLASTIC, OPEN FRONT, FRAME SURFACE MOUNT & E%H. FAN VFD'S MINIMUM BETWEEN HEATING AND COOLING. WITHOUT COVER. (TABLE I BORDER) GENERIC HAS INTERFACE, 8"X8" CO-6 1009 EXH. FAN W/STATITRAC, 3. PROVIDE AUTOMATIC CONTROLS WITH NIGHT SETBACK AND PROGRAMMABLE FLUSH VALVE SLOAN: ROYAL #III z 1. C ] DAY SCHEDULE. COMPENSATED OSA 10"x1D" CD-7 CONTROL, 2" 30% EFFICIENCY TA FILTERS, 4. PROVIDE DAMPERS FOR OUTSIDE AIR INTAKES AND EXHAUST FANS WHICH P-2 URINAL AMERICAN STANDARD WALL MOUNT, SIPHON JET, 'J T. 12"02" CD-8 ESCHEW IZER WJ LOW CLOSE AUTOMATICALLY WHEN THE SYSTEM IS OFF, EXCEPT FOR THOSE 6561.017 CHINA. 3/4" TOP SPUD, I CAL. LEAK DAMPERS, FIELD SYSTEMS WHICH OPERATE CONTINUOUSLY. FLUSH WHITE. /� BUILT CURB FOR 5. PROVIDE GAS-FIRED HEATING EQUIPMENT WITH MODULATING OR STAGED V/ SUPPLY 3OORL ODD, W DEFLECTION, STEEL AS SG HORIZONTAL O EFFICIENCY VALVE SLOAN: INS GRILLE OBD, WHITE INDICATED MINIMUM MOTOR EFFICIENCY CONTROL FOR ALL EQUIPMENT OVER 225 MBH: C 91% FOR EXH. FAN P-3 LAVATORY AMERICAN STANDARD 1]" X 20" OVAL, COUNTER TOP, c 6"x6' SG-I 93R FOR SUPPLY FAN 6. PROVIDE A MEANS OF BALANCING EVERYAIR SUPPLYOUTLET AND AIR OR D4]6 AC-2 ROOFTOP TRANE'YCG 120 Am.CFM a 1:00" E.S.P. WATER TERMINAL DEUCE .028 SELF RIM, VIT CHINA, 4". 8"x8" SG-2 PACKAGE AIR 5 HP FAN MOTOR GENTE RS, WHITE. CONDITIONING ]. SIMULTANEOUS HEATING AND COOLING IN A ZONE IS NOT PERMITTED. FAUCET SYMMGNS'. 4-1/2" SPOUT WITH AERATOR, SGL. coo 8"z8" SG-3 LINIT COOL LNG: 130.E MBH TOTAL A 8, SEAL TRANSVERSE AND LONGITUDINAL SEAMS OF ALL DUCTWORK. 5-20-0-IPS LEVER HANDLE, POP DP DRAIN 93.5 FISH SENSIBLE CAP, P. 0 CHROME PLATE. USE OFFSET DRAIN r 18"xI0" SG-4 BG/BI° AND W OAT #ISERE WITH INSUL. P-TRAP EER' 9.O 9. DUCT INSUATION: SEE SPECIFICATION SECTION 15250. COVER, 22"x14" SG-5 10. PIPE INSULATION: SEE SPECIFICATION SECTION 15250. Z HEATING: 205/150 MBH (HI/LOW) INPUT AND P-4 SERVICE SINK Fw NI"Xz'" ue* STYLHE, LINEAR ML-39 I" ADJ. SLOTS, AS 166/122 MEN(HI/LOW)OUTPUT O NATURAL COS. K '2� -. Y 19tA, `JoNE I AJN aTotl6r DIFFUSER ALUM., FLAT BLACK fl WHITE INDICATED LD '%° :Dlp, LAt 4(ISAIIJSQH W 1- ENAMEL, INSULATED PLENUM. WH1?6 ELECTRICAL 33.0 MCA, 480V., 3 PHASE. 4 SLOTS LD-1 60" LONG OP. M. 1400 LBS. FAUCET CHI CAGO: 305-V8-R yJALL MOUNT W/VACUUM Lu NO 26 BREAKER, INTEGRAL STOP ARMS. Z e Mlsc,: ECONOMIZER W/BAROMETRIC RELIEF. BUCKET HOOK, 3/4" HOSE THD„ RDGF CORK GENERAL PLUMBING NOTES: ROUGH.CHROME PLATE, #853 WALL 2 SLOTS LO-2 FARR 30/30 FILTERS. /� 48" LONG 1. PLUMBING FIXTURES SHALL BE DESIGNED OR EQUIPPED TO MEEE HOOK. 2 o VJ NC 23 A1-3 ROOFTOP iRANEYCDp9O-Da 3000 CFM W T.90" E.S.P. FOLLOWING WATER USE EFFICIENCY STANDARDS: P-TRAP KOHLER: 6673 3" DIA, ENAMELED INSIDE, J W PACKAGE AIR 3 FP FAN MOTOR R. L (TANK STYLE OR FLUSH VALVE , co =+ RETURN 350RL HORIZ, SINGLE DEFLECTION, CONDITIONING WATER CLOSETS Q ). 1.6 OFF. EXPOSED CLEANOUT PLUG GRILLE FIXED 35 DEG BLADES, INDICATED RG Mu:T . BLADES, N 8. URINALS. 1L OFF Q WHITE COOLING. BLI HMETER STOTALENS ISLE AND c. SHOWER HEADS k BATHROOM FAUCETS. 2.5 GPM o_pp (KITCHEN) ELKAY'. PSR-3322-0. STAINL"%8", IB GAUGE � _ I8"X18" RG-I 67.7 MBN SENSIBLE CM. ® M. LAVATORY k KRONEN FAUCETS. 2.5 GPM (KITCHEN) STAINLESS STEEL. DHL. 8e/6F AND 85' OAT SINK AND LAVATORY DBMS SHALL BE CHROME PLATED 17 GA. COMPARTMENT, SELF-RIM. Lu co J 36"%loll RG-2 EER: 9.0 BRASS TUBING BY ENGINEERED BRASS,DEARBORN OR HRASSCRAFT. 2 HOLES ON 4" CENTERS. •yam LLJ HEATING: 120 MOU INPUT AND PROVIDE INSULATED&STIPPL P-PER G STANPPLYDARDS COVERS @ ALL EXPOSED P-TRAPS k SUPPLIES PER A.DA STANDARDS 36"XIB" RG-3 97 NINE OUTPUT, FAUCET $TMMONS: SWING SPOUT WITH AERATOR.,. SGL. NATURAL GAS. 2. RUM8ING FIXTURE MOUNTING SHALL COMPLY WITH CONTRACT S-23-3-IPS LEVER HANDLE,.8' CTRS. CHROME V3 f� 36"%24" RG-4 DOCUMENTS AND W0.SHINGTON STATE BUILDING CODE CRAFTIER PLATE, HAND SPRAY N ELECTRICAL: 22.0 IFA, 480V., 3 PRI 51-30(ACCESSIBILTY)EFFECTIVE JUNE 30. 1995. O TRANSFER 350RL HORIZ. SINGLE DEFLECTION, DRAIN ELKAY: 335 CRUMB CUP STRAINER, 1 I/2" GRILLE FLIED 35 DEG. BLADES, INDICATED TO OF wT : 1200 LBS. 3, OF EACH WATER HAMMER ROU.UNITARRESTORSSI ON HOT AND COLD WATER PIPING DIA., STAINLESS STEEL. �J WHITE. "S EACH FIXTURE GROUP.UNITE SHALL LOCATION EQUALP TO WAGE 24"%12" iG-I MISC.: ECONOMIZER WJ BARtlAETR IC REI LEE. 6COMMEND'T SELECT UNIT SIZE AND RFIXS PER MANUFACTURERS ROOF WRB. RECOMMENDATIONS AND L IN ACCORD WITH POI STANDARD WH-201, DISPOSER I.6.E.: CLASSIC HP, IJW. RPM i1E VOLT, ^ 24"X24" iG-2 FARR 30/30 FILTERS. PROVIDE ACCESS PANELS AT ARRESTORS ABOVE GWB CEILINGS 3" CORD W. ED OUTLET PLUG, WALL SWITCHED OUTLET PROVIDED Z 4, COLD WATER AND HOT WATER PIPING SHALL HE ROUTED FULL SIZE AS UNDER BEV, 16, 72"X24" TG-3 SHOWN ON PLANS WITH APPROPRIATE SIZE REDUCTION AT POINT OF AC-4 SPLIT SYSTEM MITSUBISHI EXTERIOR UNIT CONNEC101a TO FIXTURE. p-qB COFFEE SINK ELKAV 25'X21'XS-I/2" SGL. COMP., EXHAUST 50F ALUM, WHITE EN AS COOLING OUTDOOR PU24EK TO MATCH AC-3A 5. INSTALL WATER PIPING ON WARM SIDE OF 9TUD1NG INSULATION. (A.D.A.) LRAD-2521-55-4 16 GA. STAINLESS STEEL, SELF- GRILLE ALUM, WHITE ErvAMEL. INDICATED EG UNIT RIM, SOUND-DEADENED, 4 HOLES 6. WHEN CONNECTING BEFORE RECOG BURIED WASTE PIPING,VERIFY PROPER ON 4" CENTERS, ADA COMPLIANT ®� fi"xfi" EG-I ELECTRICAL 16 MCA. 20B/230V., I PH FLOW CONDITIONS BEFORE COVERING. BUfsED WASTE AND MENi PIPING '" 6H411 BE MIN. 2" ON,k SLOPED I/4'/Fi. 8"z8' EC-2 OP. WT.: 200 L85 FAUCET SYMMC)NS WING SPOUT WITH AERATOR, SCE. ]. PROVIDE TRAP PRIMERS ON AL FLOOR DRAINS EXCEPT TN SHOWER 5-23-3--23-3-IPS LEVER HANDLE,SPRAY 8' CTRS. CHROME TRUE NORTH 10"x10" EG-3 MISC.: LOW AMBIENT RIMERS CONCCEALED NTOR HWLR`NSTALL LOCKABLE ACCESS PANELS AT PLATE, HAND SPRAY CONTROL TO OF. REMARKS 6. COORDINATE VENT THROUGH ROOF(VWJ LOCATIONS WITH HVAC UNITS. DRAIN ELHAY: 335 CRUMB CUP STRAINER, I I/2" I. CEILING UNIT FRAME SHALL BE COMPATIBLE WITH.CEILINGS, FLAT FRAME AC-4A DUCTLESS MITSUBISHI'. 900 CFM MAINTAIN MIN, 10'-R CLEARANCE.OFFSET VTR AS NECESSARY. DIA., STAINLESS STEEL. SURFACE MOUNT FOR DRYWALL CEILINGS AND WITH LAY-IN PANEL FOR EXPOSED SPLi T-SYSTEM PC24EK COOLING INDOOR 9. INSTALL WATER HEATERS IN ACCORD. WITH MANUFACTURERS P-4C SINK SAME SINK AS P-49 GRIP CEILINGS. SEE ARCHITECTURAL PLANS UNIT RECOMMENDATIONS AND SET OUTPUT TEMPERATURE TO 115 DEG.F. KITCHEN SAME FAUCET A$ P-4A 2. SIZE INDICATES DUCT COLLAR. UNLESS OTHERWISE NOTED FOR ELEC WATER HEATERS SET ON CONCRETE BOORS,PROVIDE R-lD INSUL PAD. SAME DISPOSER P-4A COOLING.: 24 MOH TOTAL 0 BO/67 AND 95 GAT 10 RISER DIAGRAMS k PLANS DO NOT SHOW SOME PIPING OFFSETS P-5 SHOWER FIAT: S115 39" DEEP % 39" WIDE % 82' HIGH EER: 9.9 REQUIRED FOR STRUCTURAL CLEARANCES.EXACT ROUTING MAY VARY. TERRAZZO FLOOR '8/6" SIDES A FROM THAT INDICATED. IJZ" FRONT LIP, SANDWICH PANEL HEATING NONE 11. SITE WATER PRESSURE IS M PSG PER ANACORTES WATER DEPT. WALLS W/ WELDED TUBULAR FRAME, S.S. CURTAIN ROD, S.S. ENTRY CAP ELECTRICAL. 3 AMPS, 12OV., I PH & S.S. DRAIN, (2) STANDARD S.S. GRAB BARS, FOLDING S.S. & TEAK SEAT Q CCA`TsCCSGW SET OR WT,'. 100 LBS IO OZ. CURTAIN W. PINS, 5/,a/R9 ENRRE SHEET MISC. PROVIDE MFRS. ]-DAY SHOWER VALVE SYMMONS'. SINGLE LEVER, PRESSURE THERMOSTAT 596-300-B24 BALANCING MIXING VALVE, %-R-V-L-8 W/ INTEGRAL SERVICE STOPS & VOL. CONTROL, METAL LEVER HANDLE, EF-I ROOFTOP GREENHECK: 700 CFM 0 0.375" S.P. CHROME BRASS ESCUTCHEON ON VALVE: ._ CENTRIFUGAL GB-100-4 1160 RPM, BELT DR. © HANDHELD SHOWER HEAD W/ 59" HOSE, EXHAUSTER 1/4 HP, 120V., I PH. WALL BAR, VAC BNB,. CHROME PLATE. 60 LBS. OP. WT. B BONES MAX. BACKDRAFT DMPR. P-9 WATER HAWS. PWCB TWO, SINGLE-LEVEL WALL MOUNT UNITS COOLER W/ONE MOUNTED @ ADA HEIGHT N.B. EF-2 ROOFTOP GREENHECK: 500 CFM @ 0.125, S.P, STAINLESS STEEL, SELF-CLOSING runrx axx EF-3 CENTRIFUGEXHAUSTER CB-90-4 1/4 RPM, BELT DR. .PUSH BUTTON CONTROL, 8 GPH, EXHAUSTER I/4 HP, 120V., I PH. I/5 H.P., 430 WATTS, 115 VOLTS 52 LBS. OP. MIT. RV ^ 5 SONES MAX. P-6A WATER YAWS: 3380 PEDESTAL M SUN T, BARRIER FREE, .m.cn BACKDRAFT OMER. COOLER STAINLESS STEEL BOWL, PUSH BUTTO': T.G. BUBBLE VALVE. P.M.J. EF-4 ROOFTOP GREENHECK'. IOU CFM @ D S.P. REMOTE CHILLER ,FOR P-6 8 P�-\6A /FOWL /TOE HAWS �#NCR'-8, I/�5 HP, 400 WATTS CENTRIFUGAL C-60-D 1040 RPM, DIRECTp EXHAUSTER 1/60 HP 120V., I PH. x✓ v v v \/ 9 SONES MAX. FO-I FLOOR DRAIN ZURN. Z-415-S 2" C.I. BODY, 5" SQUARE ADJ. 0PN etyOBLW, BACKDRAFT OWN. PRIMER BRONZE STRAINER, TRAP PRIMER TAPPING. PROVIDE TRAP Pq PRIMER FOR ALL INSTALLATIONS EF-5 ROOFTOP GREENHECK 2400 CFM 0 0.5' S P EXCEPT SHOVERS, 0°1 CENTRIFUGAL GB-180-5 820 RPM, BELT DR, FD-2 FLOOR DRAIN ZORN. Z-415-S-9 4" C.I. BODY, S' % 8" SQUARE waL EXHAUSTER 1/Z HP, IZOV., I PH. ADJ. NICKLE BRONZE STRAINER •nsas Lls/w SG .BONES MAX ,»¢: i NRBP FUNNEL. TAPPING. UT OVAL BACKDRAFT DMPR. t SIBg R"'k BYRRS STRAINER AREA BELOW FUNNEL WTss,mc. SERIES TITUS: SIZE AND CFM CS SERVICE BRASSCRAFT'. 112" SERVICES STOP FOR - ''Lesl TERMINAL OTOS/DFCL AS INDICATED COCK FRZ703 LR VENDING MACHINE WATER, DUAL BOX N PLAN, PLATE, PROVIIDE HANDLE, CHROME ESCUTCHEON SCHEDULES VAV- TITUS SIZE AND CFM RM-1 WATER HEATER A . SMITH: 66 GALLON STORAGE, (2) 4500 TERMINAL OESV AS INOICATEO PEC-66 -WATT ELEMENTS (NON-SIMULTANEOUS) - - --- BOX - ON PLAN. 240 VOLT/SGL PHASE: WH-2 WATER A.O. SMITH: 10 GALLON STORAGE, 4500 WATT 98046 HEATER ELSF-30 ELEMENT 240, 22' DIA. X 31" s HIGH 5/1I M5108043 WH-3 SAME AS WH-1. mwmu mr xur i U Lu ET-1 EXPANSION ST-12AMTROL'. WELDED COAST. W. INTERNAL �1yn(, TANK Si-12 DIAPHRAGM. M 1 111��. • COIS1RUtm SET SEQUENCE OF OPERATION I. ROOFTOP AIR CONDITIONING UNIT AC-1 AND TERMINAL BOXES WAR.ACTUATOR TB: YAV BOX RR A. ROOFTOP PACKAGE UNIT SHALL BE PROVIDED WITH M I T H U N INTERNAL DEC MICROPROCESSOR CONTROLS BY UNIT >a a • x a a' eev °e va ux {� MANUFACTURER. INTERLACE SHALL BE iHRU UNIT MRS. Iv fV e u r +Ic e o 0 SUPPLY TEMP SENSOR SEE DIAGRAM �� veuruuen of 4/M6,1 DUG INiERF ACE AND RTM MODULE LOCATED WITHIN GRADE- poq ezz a„ • MOUNTED UNIT, ucn vc av nvlvoq euvrue FEW xPojT CIXRROI AC-1 AC-2 \ THE CENtRAL 'UNIT CONTROL SHALL PERFORM THE v+s e e Ian COMMONS FOLLOWING FUNCTIONS AS DIRECTED BY THE CENTRAL EMS ENS RSC ! RROOOOMM SENSDR LOCATED IN WNDI1DNE) PANEL: 1 �. � EF-3 EF-4 EF-5 MAIN DUCT W ! I) SUPPLY AIR PRESSURE CONTROL VARIABLE AIR VOLUME BOX CONTROL DESCRIPTION \ � -VARIABLE SPEED DRIVE CONTROL B 8 T -SUPPLY AIR STATIC PRESSURE CONTROL THE INDIR xBENR BOX ML ERSNPLIED MING CONTROLS, M-CODOW ARCTOR EM$10 2) SUPPLY AIR TEMPERATURE CONTROL NGWDIW 20NE5. POWER SUPPLIED BY COMR0$$UB-CGN1RFCfOR 10 CDOflgNgTE ROOM -COOLING AND ECONOMIZER CONTROL. CREME WITH RECTIRCE CONTRACTOR. SENSORS -SUPPLY AIR TEMPERATURE SETPOINT.RESET BASED ON OUTDOOR AIR TEMPERATURE 3) MORNING WARMUP X -MORNING WARMUP WITH GAS-FIRED HEATING 2 VAN.V' BOX SECTION M8.1 SCALE:N.T.S. THE UNIT SHALL BE EQUIPPED WITH TRAQDAMPER CONTROL w TO PROVIDE V:) DIGITAL CONTROLLER 4) OUTDOOR AIR OEM COMPENSATION (TYPICAL) < LtfN -MODULATES MINIMUM POSITION OF ECONOMIZER TO ACCOMODATE VARYING UNIT AIRFLONAS. V W jFUTURE THE UNIT SHALL BE WUIPPEp WITH STATITRAC CONTROLTO PROVIDE /ROOFTOP UNIT ROW DWI[ 5) EXHAUST AIR FAN CONTROL V/AC-2 JdSOW Do -DIFFERENTIAL PRESSURE CONTROL VARIES EXHAUST AC-3 DIGITAL RSC �-- AIR FAN CAPACITY TO MAINTAIN BUILDING rAC 4 CONTROLLER PRESSUREONE CONTROLLERONFA MIIMTOR NEAONG CCR PER 90% (TYPICAQ REFER i0 DIAGRAM 4/M6.12AN ilt?EMS AI FAN B. CENTRAL DDC PANEL SHALL PERFORM THE FOLLOWINGDENNIS TENDAI HEAT 1 SIWJR FUNCTIONS: W AI HEAT 2 !RAI COOL SU°PD' C. I) START/STOP OF THE CENTRAL AIR HANDLING UNIT f'Ym �J COOL 2 DUCT AND FUNCTIONS LISTED IN A ABOVE L MIRED pC 2) START/STOP OF EXHAUST FANS EF-I, EF-2. EF-3, vr::X: AIR IN U 4N�WTI EF-4, AND EF-5. M 61x[dI IKONNED RISKS 3) OCCUPIEDLINGCUNIT A SETTINGS FOR THE CENTRAL O '^ TEMP WHERE SNCYx ON PINS � CENTRAL CONTROLLER AIR HANDLING UNIT AND THE TERMINAL BO%ES. � VJ ROOF — TEAT? / PINN DOW CILOSET� 104 4) OPERATION OF ALL TERMINAL BOXES: OCCUPIED/UNOCCUPIED SETTINGS W TO OTHER VAV V/ R TERMINAL BOXES HEATING/COOLING FOR AC-2, SA T ® 5) CHANGEOVER ST FAN DCONTROL, ECONOMIZER, AND TIC Q TEMP. TEDV 4WIREOR ll Q ROOM STAY BY UNIT NIGHT SETBACK. 9H VAS RENEWED LE / MFR. NOT CONTROLLED 6) FOR AC-3, STAGED HEATING, COOING, AUTOMATIC ff1� ^ TO OTHER CONTROLLERS LNL4 © ST EMS CHANNIGHGEOVER,FAN CONTROL, ECONOMIZER, AND W yy, UJ 5EMIS TO EMS PC FURNISHED aBY CONTROL CONTRACTOR T \ \ T) ON POWER FAILURE, OPERATES FAN, ERVE DATER, '^ FNIPDALRED FRONT-END SOFTWARE AND GRAPHICS AND HEATING SECTION OF AC-3 io SERVE DATA �/J WRING BOX RESIDENT ON PC O . ROOM. TOWER FAR INJURED RISING BOX(FIB)CIkRR0.DESCRIPTORTERMINAL ff11 ILNSOR i0 OTHER 80X (TYPICAL FOR 44) 6) CYCLES BUILDING LIGHTING BASED ON AGHTINOMI- vnu RexEs e CAl CLWK SEiTINCS (DRY CONTACT: LIGHTING MHE$FRIES FAN ING AND WXWC WX U'PNB)SW41 M 7W SPACE IEWA WID DE MO UBEENLATE B SCTIRG, CONTROL RELAY PANEL NOT IN DIVISIOry 15).W1MNN NENENAiWF AND COOING AZONE DURIS IN MISS THE PPoMIRY pSCT E VWVE SI IS MODULATE CBS SLID SHOWN AN HALL R FOR INDEPENDENT ZONE WNIRDL.THESE DR WMNUN 6 SPACE TTHE OCR SKILL S ID 9) CYCLES BUILDING CHUN LIGHTING BASED ON /� �\ TIE BOX SSK L$RRY AWX:MLY RI MRY ON DROP IN S SEIPoIM ifiE HFAifR SKILL CICLE 70 V ) / Z THE HE $NxCENELY d NO OF ER AY W FLENUN Aft NAxTNN SETRANI. ASTRONOMICAL CLOCK SETTINGS (DRY CONTACT; ! `) AS THE SPACE TEMPERATURE KN INCREASES ABOVE Its N AND LIGHTING CONTROL RELAY PANEL NOT IN DIVISION TYPICAL ROOFTOP UNIT THE PWYNWONCM MORI AND 15) Mmn AN xceEAEW gLurtm or COOL PWNxW NR. C. USER INTERFACES SHALL DE AS POLL DDC CONTROL DIAGRAM HANDLING UNIT DDC PANEL WITH A MINIMUM OF 2.P.M. BOX t ELECTRONIC CONTROL (DDC) SYSTEM ARCHITECTURE INTERFACE PANEL ON THE FACEACE OF THE AIR M8.1 SCALE:N.T.S. M8.1 SCALE:N.T.S. M8.1 SCALE:N.T.S. LINE R 40 CHARACTER DISPLAY FOR MCI LOSING SETTING, EDITING, AND CONTROLLING. TRUE NORTH 2) CENTRAL DDC PANEL SHALL BE MONITORED BY A PERSONAL COMPUTER PROVIDED BY THE.CONTROLS CONTRACTOR, 3) CENTRAL LOU PANEL SHALL BE PROVIDED WITH A INPUT/OUTPUT SUMMARY MODEM FOR MONITORING BY A SERVICE CONTRACTOR. ANALOG IN OUTPUTS SYSTEMS FEATURES 2, AIR CONDITIONING UNIT AC-4 AND AC-4A: DIGRAL IN SYSTEM APPARATUS MEASURED C/0 Al. ALARMSI PROGRAMS q, UNIT MFRI. ELECTRONIC SEVEN-DAY TnERCMOSTAi OR AREA POINT PROVIDES START/STOP, HEATING, COOLING, A070MAT;C TO CENTRAL PANEL U OTHER k 1 Q P4 ,6 x CHANGEOVER, FAN CONTROL. NIGHT SETBACK. v}'e CONTROLLERS DESCRIPTION 5 EM e. y 9 1 i F 1 B. INDEPENDENT ROOM SENSOR REPORTS TO BOB CONTROL 11 'JN. 5p�2F 3 W a>1 &S v1Yz `5 �g I R PANEL FOR MONITORING BY THE CENTRAL SYSTEM. C. FAN RUNS CONTINUOUSLY DURING OCCUPIED HOURS. W15 LS PW SW 5/18/IR CPYSTHUG 110N 4i / AC UNIT 1 3. FANS. zs IEAWNG(SIGN) DIGITAL i MIWG 144 CONTROLLE R(SJ _ A. EXHAUST FANS EF-I AND EF-5: RUN CONTINUOUSLY DURING OCCUPIED HOURS. :0 OTHER CONTROLLERS UNLHiRGE 1FNR. Ar POINT MAY or B. EXHAUST FANS EF-2, EF-3 ANDEF-4: CYCLED BY REQUIRE SUPPLY OR FAT ROW ADU SENSOR i0 OPERATE UPON TEMP RISE TO 00 F 1 ONE THAN DI NCf AA➢G (ADJ)_ ° ONE or A0 CONTROLLER Di 4. UNIT HEATER UH-I DIGITAL OLROL2 1 croNG. HrxWrve fSTAcED) .. �. WALL THERMOSTAT CYCLES FAN AND HEATER TO MAINTAIN ° WONG0 STARS) SETPOINT (ADJ.). N.B. LNR�RG zw oAawn GFIESNIAL MONDE 5. GENERAL: THE FOLLOWING WORK SHALL BE CONSIDERED TO BE UNDER R V. . > STATIC PRESSURE �� M UNIT .DIVISION I6'. A. ALL POWER WIRING FROM POWER SOURCE TO EOUI PMENT. a ~a B REFERENCES / XCLIHUNNG Q STAU) w.., i E UCS BLDG. AVItl&(2 SINES) .M.J. o a PRESS. SENSOR [dCWACE RIP. B. CHECKING CURRENT CHARACTERISTICS AND ROTATION OF XTAYr� / ALL MOTORS. I SPRY UNIT MFRS. L.1'� OIRFENItLL PPE55UR I. ° SAS C. FURNISHING AND INSTALLING DISCONNECT SWITCHES apN gA a Ta T T T GBAS INTERFACE —� UNLESS SPECIFICALLY NOTED OTHERWISE. PONT Px T \ UNIT MFR$. BLDG. m x a �ETPL Al STATITRAC /� X D. FURNISHING AND INSTALLING ALL STARTERS. A X PRESS. SENSOR °GENERAL FI / IN LOBBY q waP Y THANE RTM I THE FOLLOWING WORK SHALL BE CONSIDERED TO BE UNDER I..IIEN XDDEN RTM BY UNIT MRF 1 \ DIVISION IS x+L A. ALL TEMPERATURE. INTERLOCK, AND EQUIPMENT CONTROL �l FMCS DUCT WIRING, CONDUIT, AND APPURTENANCES, HIGH AND LOW C". SIOER k BYERS W VOLTAGE. a0curea,rxe. SO SENSOR EN AOXfS X X X X X` - X X. X X X x tlAV ONLY BOLES X X X X X X X X X X B. ALL CONTROL WIRING, LINE OR LOV VOLTAGE, INCLUDING x �E"-'Iml mm"�we ru�a jze-°Plow BUT NOT LIMITED TO WIRING THROUGH THE COILS OF THE qp) MAGNETIC STARTERS AND RELAYS, AND THROUGH THE CONTACTS OF THERMOSTATS AND OTHER PILOT DEVICES, CONTROLS EXCEPT WHERE NOTED OTHERWISE. NOTES: SUPPLY OUGi UNIT MGRS SP SENSOR (1) SUPPLY AIR DUCT SMOKE DETECTOR. OWNER WILL NOT ENTERTAIN ADDITIONAL COSTS DUE TO LACK OF (2) MEASURED WHERE INDICATED ON PLANS. COORDINATION BETWEEN DIVISION 15 AND DIVISION 16. L 4 i_ A C-1 U N I T C ON T R O L DIAGRAM (3) ONE (1) SENSOR, 2/3 DISTANCE DOWN MAIN TRUNK, 9B046 e M8.1 SCALE:N.T.S. 5/10/00 QM�01�9 tt046� U M6. 1 s �II,.�x cast�ucrmN sir SYMBOLS ABBREVIATIONS m MI"THUN LIGHTING EQUIPMENT FIRE ALARM SYSTEM GENERAL NOTES LIGHT FIXTURE TYPE - SEE LIGHTING PLANS AND FIXTURE G PANEL - 208 VOLT SYSTEM El MANUAL STATION I . COMPLY WITH NATIONAL ELECTRICAL CODE 1996 EDITION AND WAC 296-46. SCHEDULE FOR FIXTURE.SYMBOLS & TYPES. C::I;n PANEL - 480 VOLT SYSTEM 0 SMOKE DETECTOR (D INDICATES INSTALLATION IN DUCT) 2. THE LOCATIONS OF ELECTRICAL DEVICES OR LIGHTING FIXTURES INDICATED p EXIT SIGN - DIRECTIONAL ARROWS AS INDICATED, 0E 0 EQUIPMENT CONNECTION, E = EMERGENCY POWER 0 HEAT DETECTOR (D INDICATES INSTALLATION IN DUCT) ON ARCHITECTURAL PLANS ELEVATIONS OR SECTIONS TAKE PRECEDENCE S PA1\L I N G SHADED SIDES ILLUMINATED OVER LOCATIONS INDICATED ON THE ELECTRICAL DRAWINGS. .CY MOTOR CONNECTION SINGLE PHASE 0 SPRINKLER VALVE POSITION MONITOR CONNECTION 3. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT L3 EMERGENCY BATTERY POWER PACK WITH TWO LAMPS. AV MOTOR CONNECTION 3 PHASE SPRINKLER FLOW SWITCH CONNECTION LIGHTING FIXTURE LOCATIONS. OO ELECTRICAL ENOINEERINO, = POWER BUSWAY ED SPRINKLER PRESSURE SWITCH CONNECTION LIGHTING DEEIGNB It SWITCH - SINGLE POLE SUBSCRIPTS a,b, etc., - DENOTES CIRCUIT CONTROLLED TRANSFORMER 0 FIRE ALARM SPEAKER - FLUSH CEILING MOUNTED WORK DEFINITION TECHNOLOGY CON911LTING If 3 WAY SWITCH ® HOT WATER TANK HD FIRE ALARM SPEAKER - WALL MOUNTED © FLAG NOTE 720 OLIVE WAY-SUITE 1100 SEATTLE,W A 98101-1853 4 WAY SWITCH CONTROL m FIRE ALARM CHIME Q REVISION SYMBOL Fgx206-667-Os54 PHONE 206-667-0555 $ SWITCH - KEY OPERATED 04 FIRE ALARM HORN I 0' FUSED SWITCH (FUSE RATING INDICATED) ELECTRICAL DETAIL SYMBOL $ SWITCH - WITH PILOT LIGHT 12 DISCONNECT SWITCH © VISUAL ALARM LIGHT - WALL MOUNTED D DIMMER � FIRE ALARM CONTROL PANEL O ® EXISTING EQUIPMENT OR DEVICE ® MOTOR STARTER - MAGNETIC $ MOMENTARY CONTACT LOW VOLTAGE SWITCH p MANUAL STARTER O' REMOTE INDICATION LIGHT xxxs REMOVE EXISTING ELECTRICAL EQUIPMENT ® RELAY - NEC CLASS It 0' COMBINATION MOTOR STARTER DISCONNECT SWITCH O SMOKE DOOR RELEASE MECHANISM :______= EXISTING WALLS (WALL MOUNTED MAGNETIC TYPE) O IDENTIFICATION SYMBOL FOR EQUIPMENT w © LOW VOLTAGE TRANSFORMER 6 ENCLOSED CIRCUIT BREAKER 0 SMOKE DOOR RELEASE MECHANISM U3 0 OCCUPANCY SENSOR 0 THERMOSTAT (COMBINATION DOOR CLOSER/HOLDER TYPE) c ABBREVIATIONS •G $ SWITCH - OCCUPANCY SENSOR 0 TIME CLOCK ® FIRE ALARM REMOTE ANNUNCIATOR (FARA) uj Q SWITCH - PHOTO CELL © FIRE ALARM GRAPHIC ANNUNCIATOR ACH ABOVE COUNTERTOP BACKSPLASH HEIGHT MCC MOTOR CONTROL CENTER E} CONTACTOR '^ F - AND/OR FINISHED SINK BACKSPLASH HEIGHT MIN MICROWAVE v! 7C G7 RELAY - CONTROL TYPE 0 SMOKE DAMPER CONNECTION AFF ABOVE FINISHED FLOOR N NEUTRAL RECEPTACLES A, AMP ABOVE GRADE NIC NOT IN CONTRACT >- Lu Z ED PHOTOCELL CONTROL ElROLLING DOOR RELEASE MECHANISM AG AMPERE PNL PANEL " SINGLE RECEPTACLE 120V ® FlREFIGHTER'S TELEPHONE JACK ATS AUTOMATIC TRANSFER SWITCH R RACEWAY C Z PUSH BUTTON CONTROL STATION AWG AMERICAN WIRE GAGE RO RACEWAY ONLY \j 6 DUPLEX RECEPTACLE 120V CB CIRCUIT BREAKER RECEPT RECEPTACLE CO AUTO DOOR PUSHPLATE ® MONITOR POINT CKT CIRCUIT REF REFRIGERATOR m DUPLEX RECEPTACLE 120V, MOUNTED 3" ABOVE COUNTER CTB COMMUNICATIONS TERMINAL BOARD SPECS SPECIFICATIONS LLB LiJ BACKSPLASH CIRCUITS C. CONDUIT SW SWITCH C= a:) DED DEDICATED SWBD SWITCHBOARD DOUBLE DUPLEX RECEPTACLE 120V — - RACEWAY CONCEALED IN CEILING OR WALL. HASH MARKS INDICATE TELEPHONE & COMPUTER SYSTEMS DIN DISHWASHER TELE TELEPHONE ¢ -CC NUMBER OF WIRES. #12 AWG WIRE U.O.N. TWO WIRES IF NO HASH EWC ELECTRIC WATER COOLER TYP TYPICAL TWIST LOCK RECEPTACLE 120V - \ - MARK SHOWN. LONG HASH MARK DENOTES NEUTRAL. D TELEPHONE OUTLET FA FIRE ALARM UCR UNDERCOUNTER REFRIGERATOR U a� LL �- INDICATES GROUND WIRE. FBOIC FURNISHED BY OTHERS, DON UNLESS OTHERWISE NOTED II DUPLEX RECEPTACLE 120V, EMERGENCY CIRCUIT - - � 0 TELEPHONE OUTLET - WALL MOUNTED INDICATES NEUTRAL CONDUCTOR SIZED AT #70. INSTALLED BY CONTRACTOR V VOLT = Co � DOUBLE DUPLEX RECEPTACLE 120V, EMERGENCY CIRCUIT -�- INDICATES ISOLATED GROUND MARE. o DICTATION OUTLET G, GND GROUND VP VANDALPROOF RACEWAY CONCEALED IN FLOOR OR WALL © COMPUTER OUTLET GO GARBAGE DISPOSAL IN WIRE OR WATT �� = O @ CLOCK RECEPTACLE 120V GFI. GFCI GROUND FAULT CIRCUIT INTERRUPTER WP WEATHERPROOF IP SPLIT WIRED RECEPTACLE, 120V, TOP SWITCHED - - - - - RACEWAY EXPOSED CABLE TRAY HP HORSEPOWER XFMR TRANSFORMER IH INSTA-HOT WATER DISPENSER PHASE u j M COMBINATION RECEPTACLE 120/208V, 120/240V —G RACEWAY UP 0 TELEPHONE TERMINAL BOARD (TTB) J-BOX JUNCTION BOX --� RACEWAY DOWN �` COMMUNICATION RACEWAY T � Q - � RECEPTACLE 208V OR 240V, SINGLE PHASE i 0 RECEPTACLE 208V, SINGLE PHASE (TWIST LOCK) —� RACEWAY STUB-OUT WITH BUSHING INTERCOM SYSTEMS OUTLET MOUNTING HEIGHTS 0 RECEPTACLE 208V OR 240V, 3 PHASE HOME RUN TO PANEL OR LOCATION NOTED Z --t RECEPTACLE 48GV, SINGLE PHASE CIRCUIT CONTINUATION 6 MASTER STATION - (W=WALL MOUNTED) SPECIAL OUTLET HEIGHTS ARE SHOWN ON THE ELECTRICAL DRAWINGS OR ON THE ARCHITECTURAL. DRAWINGS. IF SPECIAL OUTLET HEIGHTS ARE 0 RECEPTACLE 480V. 3 PHASE 0 JUNCTION BOX °p SLAVE STATION NOT SHOWN OR REQUIRED, THEN LOCATE OUTLETS AS NOTED BELOW. OUTLET HEIGHTS ARE MEASURED FROM THE FINISHED FLOOR TO THE El PULL BOX v J 0 CEILING CORD DROP, 120V. SINGLE PHASE 0, INTERCOM STATION - FLUSH CEILING MOUNTED CENTERLINE OF THE OUTLET UNLESS OTHERWISE NOTED. 0 CEILING CORD DROP, 120V, SINGLE PHASE, EMERGENCY CIRCUIT --- EXISTING RACEWAY fIF HASH MARKS ARE SHOWN PULL NEW CONDUCTS) SECURITY SYSTEM ACH + 4 INCHES VERTICAL 40EM FLUSH FLOOR BOX & OUTLET DEVICES AS INDICATED RECEPTACLES + 18 INCHES VERTCAL ( ) —LV— LOW VOLTAGE WIRING (NEC CLASS 11) LIGHT SWITCHES + 4 FEET SET VERTICAL IQM FLOOR OUTLET - POKE THROUGH —T— TELEPHONE SYSTEM RACEWAY ® MAGNETIC DOOR SWITCH ED SECURITY CONTROL PANEL CLOCK OUTLET + 6 FEET, 8 INCHES (DEVICES AS INDICATED) 0, MOTION DETECTOR E4 ELECTRIC STRIKE —C— COMPUTER SYSTEM RACEWAY PANELBOARDS + 6 FEET TOP OF p Na � UNDERFLOOR DUCT SERVICE OUTLET ® ENTRY/EXIT KEYPAD CI CARD READER PANEL BOARD (DEVICES AS INDICATED) ELECTRICAL RISER REQUEST TO EXIT DETECTOR TELEPHONE OUTLET - DESK + 78 INCHES VERTICAL 401 TELEPHONE / POWER POLE TELEPHONE OUTLET - WALL + 54 INCHES VERTICAL �YY�1TT�� ��f•- FUSED SWITCH COMPUTER OUTLET - DESK + 18 INCHES VERTICAL r MULT-OUTLET ASSEMBLY CIRCUIT BREAKER PUBLIC ADDRESS SYSTEM MANUAL STATION + 4 FEET ® COMBINATION OUTLET (DEVICES AS INDICATED) FIRE ALARM VISUAL ALARM LIGHT + 80 INCHES OR 6 INCHES DRAWOUT CIRCUIT BREAKER 0, SPEAKER - FLUSH CEILING MOUNTED. NUMBER = ZONE BELOW CEILING WHICH DUPLEX RECEPTACLE SURGE PROTECTED Q CIRCUIT BREAKER - GROUND FAULT PROTECTION EVER IS LOWER Q 5/18/99 CONST. SET O, SPEAKER - WALL MOUNTED AT +84" AFF. FIRE ALARM HORN, CHIME + 80 INCHES OR 6 INCHES DUPLEX RECEPTACLE - ISOLATED GROUND - BELOW CEILING WHICH CABLE TO BUS CONNECTION �I VOLUME CONTROLLER WALL MOUNTED AT +54" AFF. NUMBER = ZONE EVER IS LOWER DUPLEX RECEPTACLE - STANDBY POWER �- FUSE OR CURRENT LIMITER Q., SPEAKER - MUSIC ONLY FIRE ALARM CONTROL PANEL + 8 FEET TO TOP OF PANEL �DOUG�BORS GF1' DUPLEX RECEPTACLE - GROUND FAULT CIRCUIT INTERRUPTER TYPE GROUND CONNECTION 99 MICROPHONE BILL VAN VLACK, PE ELECTRIC HEAT XxX IDENTIFICATION SYMBOL FOR FEEDER SIZES ED SANTOS �I BASEBOARD HEATER CONNECTION (K MISCELLANEOUS DRAWING LIST - ELECTRICAL O W INDICATED) YI� BW TRANSFORMER �.. j ® CABINET HEATER CONNECTION ED GENERATOR REMOTE ALARM PANEL EO.0 SYMBOLS AND ABBREVIATIONS i -0 UNIT HEATER CONNECTION Q WATT-HOUR METER E0,1 ELECTRICAL SITE PLAN O AMMETER MASTER ANTENNA TV & CCTV E1.0 POWER RISER DIAGRAM m DUCT HEATER CONNECTION E2.1 FIRST FLOOR POWER PLAN - SOUTH i OV VOLTMETER 04 CLOSED CIRCUIT TV CAMERA E2.2 SECOND FLOOR POWER PLAN - SOUTH r E2.3 ROOF POWER PLAN a- TRANSFER SWITCH E2,4 FIRST FLOOR MECHANICAL POWER PLAN - SOUTH �oP•S5•� N AUDIO VIDEO E2.5 SECOND FLOOR MECHANICAL POWER PLAN - SOUTH © ENGINE-GENERATOR E2.6 ELECTRICAL DETAILS - SHEET 1 Q _ m NOTE: ALL SUBMITTALS SHALL BE APPROVED BY THE ENGINEER IllCAMERA INPUT PANEL 0 JUNCTION BOX E2.7 ELECTRICAL DETAILS - SHEET 2 OF RECORD AND THEN SUBMITTED TO THE ANACORTES xxx AVAILABLE SHORT CIRCUIT CURRENT Ell FIRST FLOOR LIGHTING PLAN - SOUTH zzo3s ® VOLUME CONTROL ® JUNCTION BOX E3.2 SECOND FLOOR LIGHTING PLAN - SOUTH. BUILDING DEPARTMENT FOR REVIEW AND APPROVAL. /WtaL ro E4.1 FIRST FLOOR COMMUNICATIONS/FIRE ALARM/ACCESS CONTROL PLAN - SOUTH DOOR BUZZER SYSTEM a WALL MOUNTED SPEAKER ® EQUIPMENT RACK E4.2 SECOND FLOOR COMMUNICATIONS/FIRE ALARM/ACCESS CONTROL PLAN - SOUTH eiaxcs Iz-n-aoort E4.3 COMMUNICATIONS DETAILS - SHEET 1 Q PUSH BUTTON O TRANSFORMER ® AUDIO VIDEO WALL PANEL E4.4 COMMUNICATIONS DETAILS - SHEET 2 BUZZER HORN ED BUZZER AND VISUAL INDICATOR E4.5 COMMUNICATIONS DETAILS - SHEET 3 O ® SMI AFB-701 FLUSH MOUNTED FLOOR BOX E4.6 COMMUNICATIONS DETAILS - SHEET 4 SYMBOLS o E4.7 COMMUNICATIONS RISER i 0 SPEAKER - FLUSH COILING MOUNTED. NUMBER = ZONE E4.8 ACCESS CONTROL/CCTV RISERS AND a 1 AVIOI VDEO CONFERENCE ROOMS A/V INFRASTRUCTURE FLOOR PLAN ABBREVIATIONS AV702 ENTRY LOBBY & BREAKOUT A/V INFRASTRUCTURE FLOOR PLAN u 98060 w 7 - g7651FEB ARY 9, 1999 SPAKLING 7651 NETS ELELTRI4L ENGIHEERINq LIGHTING OE516X 8 TECHNOLOGY CONSVLTIN6 ]EOOLNEWnT_sUITEI'Uc'..LA,W.Q8Ol-less CONSTV4ACMN SET GPIl2G6$67-0584 PXONE 206$8]-0555 W Wtv.SpgRIINc.con csan,0usvasrY/a6R 051899 In Aur FEEDER SCHEDULE Q 1 m - TO PSE PAD-MOUNT TRANSFORMER. SEE SITE PLAN FEEDER CE AMPS AMPS W.OF RACEWAY CONgICTOR6 IPER RACEWAY) M I T H U N NUMBER /CORD RACEWA SIZE PRASE NEUTRAL GROUND NOTES PANEL KEY PANEL "SD" JO 0 70 75 75 1 1-1 4" } 2 - 1 8 ALUMINUM CONDUCTORS 130 0 125 135 135 1 2" 3- 2 O - 1 6 ALUMINUM CONDUCTORS Le 1lore 3m D 350 375 375 1 3-1 Y 3 JWMCM - 1 2 ALUMINUM CONDUCTORS POWER SYSTEM------ N = NORMAL r�elxoeixetf eraas 16M Y 16W 1200 425 4 5" 3#9mMCM ijisiximcm ALUMINUM CONWCTOR T = TECHNICAL 1680D ixonloa oealcx = 230 N 225 230 230 1 3 3 3W S STANDBY 2 300 1 4 ALUMINUM CONDUCTORS VOLTAGE 2 = 208Y/120V ' M 115Y 100 in 120 130 7 7 J , 0 , , 0 , 6 ALUMINUM CONDUCTORS 4 = SHOULDERV GENERAL NOTES S PA1\L I N G 1 Y 125 135 135 1 z 0 1 2 0 1 6 ALUMINUM CONDUCTORS AREA OF BUILDING 5 = HOULDER 200 Y 2W 205 205 1 3 250MCM 1 250MCM i 4 ALUMINUM CONDUCTORS E = ELBOW 2W Y 225 230 230 1 T 300MCM 1 300MCM 1 4 ALUMINUM CONWCTORS W = WRIST •''+y+ D = DATA CENTER 1. THE FOLLOWING EQUIPMENT HAS BEEN SIZED FOR FUTURE LOADS: C % 4W Y 4W 410 205 2 3' T50MCM 1 250MCM. 1 , ALUMINUM CONDUCTORS STANDBY GENERATOR AND DISTRIBUTION SYSTEM aloY 8W 820 205 4 3 ] 250MCM 1 250MC1A i ] 0 1 ALUMINUM CONWCTORS FLOOR C = COMMONS MAIN SWITCHBOARD, INCLUDING FUTURE CIRCUIT BREAKERS ELECTRICAL ENCIrveERWa, N 4 S 1 LIGHTING DESIGN As SCHEDULE NOTES TECHNOLOGY CONSULTING 1. CONDUIT SIZING BASED ON RIGID GALVANIZED STEEL CONWIT, TYPE TRW 72GOInI WAY•SURE t I00 600A NORTH BUILDING (FUTURE) WIRE TAKING INTO ACCOUNT BOTH FLAG NOTES SEATTLE,wA98101-1$53 SPACE CONWIT FILL AND"B RATIO FAX 206-657-0554 PHONE 206-667-0565 2. AMPACITIES USSED ARE BASED ON THE TRANSFORMER KEY FOLLOWING TAKEN FROM TABLE 310-16 PROVIDE SURGE PROTECTION DEVICE ON PANEL. SEE 800A NORTH BUILDING MECHANICAL (FUTUR A. 6D DEG. RATING FOR TERMINQION TO SPECIFICATIONS LOCATE WITH LEADS LESS THAN 18 INCHES SPACE DEVICES O ,DOA OR LESS PER UL. FROM MAIN BUS (OR BUSSES FOR TWO-SECTION PANELS). U B. 25 MG RATING FOR 3W AND 4W FEEDERS DEVICE T = TRANSFORMER C. 90 DEG RATING FOR 5W FEEDERS DE-RATED POWER SYSTEM N = NORMAL PROVIDE (1) ADDITIONAL 3-1/2- RACEWAY FOR A TOTAL OF (5). Z TO BOX WHERE PREDOMINARY HARMONIC T = TECHNICAL FOR FUTURE 2000A SERVICE. PROVIDE OVERSIZED GROUND AS CURRENTS PRE PRESENT. NEUTRALS/1/0 OR INDICATED. 200A RTNE55 WILDING (FUTURE) OVER PRE PARALLELED ON 5W FEEDERS S = STANDBY SPACE AREA OF BUILDING 5 = SHOULDER [r-> PROVIDE AUXILLIARY NO/NC CONTACT ON DISCONNECT FOR USE BY E = ELBOW ELEVATOR CONTACTOR. THIS SIGNALS THE DIFFERENCE BEWTEEN w 3. INCREASE RACEWAY SIZE FOR OTHER TYPES OF W = WRIST MANUAL AND AUTOMATIC SHUT-DOWN. /A 13 RACEWAYS AND DIFFlCULT OR LONG PULLS V.I D = DATA CENTER S 1OOA FITNESS BUILDING (FUTURE) 4. GROUND WIRE SIZE INCREASED FOR PARALLEL L CONDUCTOR RUNS PER NEC TABLE 250-95 FLOOR W 800Y T T S 1 C C)'^ f�R� 800A SOUTH BUILDING MECHANICAL PANEL "DPIS" v! V � LU Z_ BOGY 380D AC-1 ♦♦� ` T v O ''y/^E 800A SOUTH BUILDING 350A 4WA-M WRIST i W"/! 2000A UTILITY ROOM AAA SHOULDER COMMONS DATA CENTER WP ELBOW t 3f 230Y 2NE C5 2 PANEL 225A I N4S1 CE "NTW2" 75 KyA 480V-208Y/120V / 1 ^ co 30 4W `! L.L. �. �.as 400Y IWY 125A 115D 230Y 225A 225A T W 400A PANEL I fp x n PANEL PANEL i r 8 N2S2 ! ; N2W2 N2W2-2 `^ t,y= I s 1y?1 a v' Y) SODA 225A S j '< 225A 55 t § ^ O PANEL 555 y " P 2W2 W 200%NEUTRAL 2009 NEUTRAL J PANEL "DP2S" = U Q Tvss s SECOND FLOOR j 400A i ( N4E1 "N751" 25 KVA 4�f 4((W V/120V ( I 1 130D K 230Y 225A 130Y ,25a 125A N251 s (N2C1 230N SPRING ISOLATION _ "TNSi"45 KVA 480V-25 Y/120V 3m 200 3 230N Gi r ea 4mI 125A €6€6€5 y A "TTW1' 25 KVA 48�dW Y/120V FUSS 1 3 230Y 225A 1300 230N 230N 225A 225A 3 225A PN4W1 250A FU PT2WiL 42W1E 2. s 3 g! p K-13 2W%NEUTRAL 200%NEUTRAL( ELEVATOR !gg 3t$ ll5D 11SO 25hP k IOOA i LOAD CALCULATIONS \SHUNT TRIP CIRCUIT "11S1" 75 KVpp I Qi 5/18/99 CONST. SET BREAKER BY ELECTRICAL. 480V 208Y/120V TVSS I DPIS OP25 NZCI N2S1 WS2 N2W2 N2W2-2 N4Ei N4S1 Him LOCATE IN ELEVATOR 30 4W ### COnneetetl Load Pane] Total KVA 567.9 392.1 39.3 58.9 22.8 45.6 7.1 193 103.2 112.8 130D MACHINE ROOM. 230N 225A 1 PANEL Demand Lead Panel Total KVA 640.2 296.J 35.8 54.4 29.6 44.1 8.9 197.5 114.4 88 125A US1 panel Total Demand Amps 720.1 356.9 99.4 151.0 68.3 122.4 24.2 232.6 132.8 105.9 DOUG BORS "TSSt" 75 KVA DOOR K 13 200%NEUTRAL 480v 2GBY/t20V BILL VAN VLACK, PE 30 4W MS i $2D1 $2D1-2 S251 s2sl-2 T2S1 T2S2 T2WI T2W1-2 T2W2 wa.� 130D K-13 20OA DOOR Connected Load Panel Total KVA 44.6 25.5 53.1 5.6 45.8 24.5 55 10.8 25 ED SANTOS 225A I 125A MTS-51 PNL 52S1 PNL 5251 Demand Loatl Panel Total KVA 41.4 25.5 31.J 5.6 28.1 iJ.3 33.J 10.8 18.I wenma SPRING ISOLATION © ` SECTION 1 SECTION 2 Panel Total Demand Amps 114.9 70.8 88.0 15.5 78.0 48.0 93.5 30.0 50.2 j 200%NEUTRAL 200%NEUTRAL o�m MANUAL Connected KVA Demand KVA Demand Factor ° 125A 200N TRANSFER Elevmtor 54.4 54.4 Up to 72%, per 620-14 i SPACE 'MI' 75 KVA �� Kitchen 20.6 13SWITCH Equip 68.9 .4 100% 3.4 W to 652. Per 210-20 e 480V 4W Y/120V ddd Llghtln9 45.6 57. 125% 2 200A T Q. Mech 55J.9 625.8 125% of Largest �( �F)r)r a 130D K-13 201iN ATS-S1 200N 225A Mlac 9.2 9.2K 100% R�p4 NAsyYNc 125A �2 PANEL WCC•Pt 202 106 10 KVA @ 100%, rest 0 5OZ N { 9201 SPARE 1.4 S.4 x 100% x 1 SPRING ISOLATION 200%NEUTRAL Connected Load Panel Total KVA 960 A SHIELDED AUTOMATIC Demand Load Poaei Tatol KVA 126.1 �� n TRANSFER S Panel Total Demand Ames 1126.0 6CIgrygVq` d 150A SWITCH F `'1T2�AL SPACE K £ I EWRES 12-II-1W0 FIRST FLOOR aeoA SITE gym, SPACE POWER s RISER B°0A DIAGRAM STANDBY GENERATOR DIESEL 98060 49KW/61.2KVA FEBRUARY 9, 1999 o _ 2DON N G 2O0A CONDUIT AND WRE SIZED FOR FUTURE 125 KVA 7651 GENERATOR. PROVIDE J-BOX IN UTILITY ROOM TO 1,\ ALLOW CONNECTION OF FUTURE 150 KVA NTS LOCATE AT GENERATOR TRANSFORMER. T` w CONSTRUCT" SET E®e 1 Xnerww"Mee 051899 0 / / CONNECTION TO EXISTING M IgTHUN / PUGET POWER VAULT I. .a u.c / * e o 0 .oero; �xae ie. SPAKLING ------------ ELECTRIFAL ENGINEERING, ,�`. LIGNTMc DE81ON 6 CONNECTION TO TECHNOLOGY CONSULTING GTE PEDESTAL ' I — 720 OLIVE W AY-SVRE 1100 SEATTLE,W A 9 B 10 1-183' --� FAX 206-667b354 ' , I PHONE 209-667-0555 I I �1 Phase fiT I � i COMMUNICATONS I I` /� ' DUCTS - -.____ VJ 1 ' (4) 4' CONDUITS Lu Z I-- O CD � 1I U3 ~ Lu i i y-� �. PROVIDE 6" DE MIN)�X 4 6IMIlW CfT SW . � I r I I �� �� I ENERGY P Y COND T. P OVI 6',SAN 6E U ER D CONDUIT, AND COVER WITH CLEAN FlM EPTH OF T/C LL. MINIMU NDUI T0I �— BE 36'. COORDINATE WITH PSE FOR ADDITIONAL REQUIREMENTS cn FLAGNOTES V cx_ LJJ LP I PROVIDE EXCAVAn FO VA T A�REO�IRED BY PUGET$OUNW I I 1 _ � - - � II ` I t� EXTEND CAMERA POWER L CO-AX CONDUCTORS UP POLE TO CAMERA eft /tom - ENERGY LOCATION. COORDINATE WITH DINER FOR CAMERA MPUNTI vI ii C COMMUNI�ATI VAU�.T- ITIU VA ELT �]-T I J 1 0 TRAC OR T �� IA 1 � CDORDI NA E WITH GET POWE OR POLE MOUN ED CAMERA AND SIGMA CABLE I TALL TION ON UOET POWER PROVIDED POLES. -_ I 1 \ I ) 2- U TO KYACK 6 OM COMMONS O HELTER, COMMUNICATIONS (4)4" CONDUITS �� , ��� EHc , GENERAL NOTES / / I q - E� � 1 I / ' ELB E 1 1 I' ,; 1 1 ,, 1� S€E LIGH PLANS AND FIXTURE SCHEDULE FOR FIXTURE7Y15-AND,TY S. J. ELe � 1PG\REFERQO SPECIF'I6A"[IONS SECTION 16110 FOR DUCT TYLBOS �� �1 , REQUIRE TS- �_ �/ _ `� 1 3. CONTRALTO HAL'�[NSTALL MANHOLES AND DUCT BANKS AL€�ACT LOCATIONS '— �� �� �. ENC11 I I� 1 AS DIRECT ®BY CIV3I�ENGINEER �/" EEmc, 7,_ J I 4.II ALL STE CONDUIT INSTALLED UNDERGROUND. INCLUDING ELBOWS TO SURFACE, II SHALL D VC COATED OR WRAPPED PER SPECIFICATIONS. �_HF1 , r NX em #12 IN 3/4 R 1 CATHODIC PROTECTION N S1-19 EHC t 19 1_Aii�\ 1 EHC�\ �V. /� �y�HeELS 21 N2S1-33\\ \ �� -- 5/18/99 CONST. SET VA LIGHnr1c \ i IIcoNTAcroR S2S1 l 31 CONTACTOR /� �� JUUG wBORS -_� \ IN UTILITY RM ( ) � / BILL VLACK, PE. e ERA POWER) 1 I1 1 �V 1 -� I� � 1 1 1 I \I\ �D�ANTOS r I —�-'— -;�- _ NaslFcn No1_ VV r 1 _5 Q 1 1 coNT CT R e l 1 1 IN U RM 1 A. 1 Ir , kEHCITI 11 ( il 1 N251-0 C A� BLING A\(h/°��_��-� ELECTRIC BACK CURITY / �1� METER BASE -- r• OFFICE 125. PADMOUNTI WITH CONDUIT II 1 EHf)� TRANSFORMER TO SWITCHBOARD 1 I I I �1 / 1 11 AND VAULT I� METERING SECTION PER PSE SPECIFlCATONS \� E � . T �a I �1 I I / STANDBY - � � 11 GENERATOR C-SS �L, Dmncs Is-n-z000 I He ELECTRICAL AND COMMUNICATIONS i _ 1SITE 98060 LAN — _ ��,,, �. GFEBRUARY 9, 1999 L—, � � 7651 ..*=20' CONtUCTION E 1 .0 051899 F> �. LEGEND 2 S _ - �'•. FT TECHNICAL POWER FEED POINT AND EXTENT OF INJ� BASE POWER DISTRIBUTION FOR MODULAR FURNITURE M xT HUN x c . vs v ur rc- 1 SEE SECTION CALLOUTS &REFER TO SHEET E27 a o , x s • s 1 f16 FA= ADMINISTRATIVE POWER FEED POINT AND EXTENT OF I II! O BASE POWER DISTRIBUTION FOR MODULAR FURNITURELOU nn Ire cruse _ I` OsXEN r+VIDE Inue oa nsucn L• 1 n 6 i t� I I " 1 {.} MST RACK (PROVISIONED). SEE DETAILS ON SHEET E2.7 2S1-246 &10 _ I_ S I�I a +4- UP OWN N 1 L16I ^TF= TEST RACK (FUTURE) �� _' ' S RL aTs—st ) 2ov 1 _ a 1 HA ���se_T _ ATS-M1 FIRE A ENTRY -99 4 � � m t�l� -� � - - - -_ fi DEDICATED RECEPTACLE • PNL 5251 (SECT, 1dc2 sH- �/ �T I ALARM PANEL .�'�E O , --- -- OOW 1 a.i'� 1] I c1 4 46 d 11 4 41 S g ELECTRICAL ENGINEERING, ELCTRIC - --� 1 - OBBY pNL N2C1 t 11 STANDBY POWER DEDICATED RECEPTACLE LIGHTING DEswry a _ ®+ = JANITOR RECEPTACLE METER 1G C 1+]2" t2 ^- Q ! * db- -II 1 ( 1 TecHnolGOV CONEV LTING - P� 120V 251-35.,U Y ER E l5 \_ I J ¢G T 1 LIGITNG CONTACTOR _ 6 _ � IG nN I � � i t ( W 1 1 RIGATION - NL DPAS v g1 12 1 1 1 CON '''-� IG 6 17. 1 1 BREAK OUTBOLLARD WITH POWER AND COMMUNICATIONS 720 ouvE W Ar•scare I 100 N4S1 XFMR 511 Eo0 111 IG tty[SG 1S,t7 1 f SC PAC. I s6wrrLE.WwaB 101 1669 CLOSETN W 251 uw V1D a0 IG 4,IG / F �``�P$ry 5® I ® t PHONE 206-667-0555 TO DD PAN STORAGE PNL SdC T "^C! ® e a o Ear 1 }F42• I 6 ��OU1LET,TMWN� 1 ® - �- t - - - GENERAL NOTES IN COTAM pp 1 _ N P2S !!1 J W- 1 \ IG,] TO STRUCTURE 1 ` 1 )(F 1I \7 IG - 16 S2D1 3,11a".17 +1fj8"AFF 1 ® 1 ( \ ; 1 1, ALL CONDUIT NOAERUNS FOR AHA L BE CRUN IL- 2_I N2ST �i 7,190 � r i LIGHTING AND POWER SYSTEMS SHALL BE RUN IN THE 251-68 &23 •4.6 N251 2 22,24&26 t ra-- L !I ---- ---- ' OATH 9MIR� - 4 I UNISTRUT/CONDUIT ASSEMBLY AS NOTED AND SHOWN Z r IO s 9 6 r' 19 1 N25t 16,18 / 1 \ IG, I 1 6 1 ON EACH FLOOR DRAWING ! 8 to 1-7 911 9 1 UP 71G 4 18 2. PRIOR TO EE DEVICE L ROUGH-IN INSTALLATION WORK 8 &810,12 O COORDINATE ICALCE LOCATIONS TO ARCHITECTURAL L_ �, V ''i SUMP PUMP,1/4HP, h D1 9 I AND MECHANICAL DRAWITE w ON ET it Tb}B I 120V. I ._. Y _ V._ y .-. _I__. 1 _._ coo 4,6:+95 8 �B MA L I I 14 ]6y 2 3. PLEASE REFER R NATION CITH O HEFLECTE FILING 11 � �t43+"I - 1 PLANS FOR COORDINATION WITH OTHER TRADES. 2 e t y, N. 1 ] PROJECTOR SCREEN -�T'-- _ , ✓ 2$1� _ _ \ 1" I r+14' O" AFF _ I ____. .. •e_. - _ B-. ___. •-__ __ - 1 _ to r61�' t� J _ T xrt-.. 0 I PNL 2 FEO 1 _ 1 _. - -- -.. %, .. uj _ J 120VXFMR TTSt4.ti s 18 xe w 1,8� - 9,J 2D1 1416 �,� PNE T2ST 30 32 bpi y XFL1R TN51 2 MW 262830&3208208V�l �- N2S2-9 - -___.✓•> " 1 '31,33 N1 5201-18 1' - 1— WP i y ---------, ----- FLAG NOTES /^ Z Z_ 2S2 GR ' ! ® ..! S2S/-13.15.1 'I � ) ��/1 T2S1-19,21 �41 d &t4,t6.t6 ' LE©END v / O vI PROVIDE CORD DROP RECEPTACLE SEE DETAIL 1, T251-37,39,41 , i a. 4 10,M1 a' TECHNICAL POWER. CIRCUITS (&IHASE) PER PLANS&PANEL SCHEDULE SHEET E2.6. W �� Q !, &38.40.42 I G:f T4 C 'b' TECHNICAL POWER, SEE PLAN &PANEL SCHEDULE TD FUTURE)ELEVAT�MTI OR LTS IGHT. OUTLET, AND - _ co S' STANDBY CIRCUIT, SEE PLAN &PANEL SCHEDULE © M ELECT M 147 E27 u2Y,29 ]a ... SUMP PUMP. SEAL WATERTIGHT TO ALLOW USE OF 2. a a S S b 5 "i PIT FOR PLANTER. Q T �A T25I-27.29&31.35 �j 1 } E27 B �.c LOCATE TRAY&CONDUIT SUPPORT i v/ y CHANNEL OVER MODULAR FURNITURE [3� PROVIDE ELEVATOR POWER AND LIGHTING CONTROL U �•f \ uj US 'WING81, WA SHEETE EDE,AILS Al. A2 15A ENCLOSED SHUNT TRIP CIRCUIT BREAKERS. i Li p tTu T ® PROVIDE GROUNDED OUTLET IN ELEVATOR PIT. ia"a IOUp '11 $ a�w LOCATION OF BOOR BOXES. CHITECTURAL LAN DRAWING FOR EXACT J O N252-9 : i nJ A @1 I COORDINATE RLOCAIION PER A/V REQUIREMENTS 0 1 --- UP -- _ pig $ n "v 1 ` UT - OP �• - \ } © PROVIDE UP/DOWN/CENTER-OFF SWITCH FOR N2S2 9,J L 38 ENT TO OFFICE S 5 5 x n 5 _ s LIGHTING CONTROL TROL OF ESWTCHES SERVI G. LOCATE C BREAKOUT T Z T2S1-28,30 - At _. " - .. - ' SPACE 108. i �•� &32.36 II sl ) { E21 a E.W.C.-1zov, 500WATT5. COORDINATE WITH t 1 , 111 tt ,' i� APPROXIMATE LOCATIONS OF TECHNICAL � MECHANICAL PRIOR TO ROUGH-UN RDI INSATE WLA ON. AND STANDBY POWER FOR MODULAR FURNITURE Z �e ` a ➢ - d _ D�:, PROVIDE "WET LOCATION" WALL PLATES FOR 3CALE:NONE EQUIPMENT I REWIRED TO N "CORD AND PLUG" \.ie1_p_ _. AND NOT"DIRECT WIRE" CONNECTION. b 5 b 5 S { S $ ® COORDINATE A/V, TELECOMM.. AND POWER CONDUIT P ^ � S a � {f PER AUPS AND DEVICES LOCATIONS IN CASEWORK .3• J' • 1:� 1` 1 PER ARCHITECTS DIRECTION- ROUTE CONDUIT WIRING r, L� -3236 " B1 J III _ CONCEALED IN CASEWORK. S� E2.7 �`0 / (s?� t CONNECT CONTACTOR COIL TON 0 DRY CONTACTS IN T251-20,22 �'� C .I� / �-' D00 N282 9 , 02 i/8••1=0• VIP E271 VERIFY EXACT MOUNTING HEIGHT AND LOCATION OF s zv GFI 1. _..___ rri 8 !s�(,d s y ' 1➢ 1 0 © DEVICE(S) SHOWN W/ARCHITECT AND/OR ARCH. I f d B LS jl t yp ,{ •� -d i'O; DRAWINGS PRIOR TO PERFORMING RWOH-IN SCALE �- 54 f ( 1 INSTALLATION Ic Hs ou, S )�✓®` ® PROVID6-GFCf OOWNSREAM PROTECTION TO DEVICES WIRED ON SAME CIRCUITS DOWNSTREAM AND ONLY TJ,12 P I ( 1 ����>�� WTHIN SAME SPACE 5T 1 nT� '5251-19,21,23 --._.� 1 - _ ---- -PROVDE NEMA L6 30 TYPE RECEPTACLE IN 4" - 1 _ SQUARE BOX WITH 42' LONG FLEXIBLE METALLIC -- - - v a '&20.22,24 x 1---- CONNECT TO WALL MOUNTED JUNCTION BOX. II �c 10 i 7 -- WJ - i Jc13 " N SECURITY CONTROL PANEL, 120V, 500W INSTALL III - - - --- - — — -� 1 RECEPTACLES PER MANUFACTURER'S REQUIREMENTS. J � z7 6�18/99 CON9T_ SET 25 / 137 Al ` y '� 15 L055Y NNN ®FLUSH FLOOR BOX TYPE "A", INSTALL AT EXACT f �,1 0 FILE G�29. 3O / -^ E2 J �l Y` ' T --I 600TH 15 13 J I N LOCATION PER ARCHITECTURAL DRAWINGS. d �N� FUUSkFLO0R BOX PER SPECIFICATION SECTION 16601, �5251-38.40,42 '1 N INSTALL AT EXACT LOCATION PER ARCHTITECTURAL DOUG DORS At S1 8 39 J110s E2J "` 9 ' - E2] 'L(1�1 / 1 1 " \ N DRAWINGS. BILL V T2W1-1 _ BILL VAN VLACK, PE \?t9 , N� - _ U C06ROINAM WTH LANDSCAPE ARCHITECTURAL AND 9 ,p10's , 25,2]29$' r-.2 , a 1 1 .� 14,1 C - / - 18 13 1 MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION ED SANTOS ' ,v, if �- �- -' _ t-! R CONDUIT PROVISIONS. 31 33 35 �- 178 ',GR 1 PANEL ? 3 __ 173 E2.7 . 26 0 E2.// T2WI-1: 37,39 _ .. N4E1 �, 26 T2W1 1. • to r c^ri� ISC L l4 FIDE 1 i . J - � d r' _ ' 2A aml PNLST�'� T2W13f2 1 � �/ I � �• �i N \12 1 .. y &1 Fi}6T 3- NL T4W1 &19.21 1 UY -. 2 YV 1 1 lt"•'V / I _ 1�� 13. 1 t 17 � 15 i1 PNL � Np T -. 3 "' � _ •-^ ktos� IroMw.t31B�7 16h,� ).'FaI •• r '�+ ;_ CFN6r.. 2�L ..AciiSO~1 A�v �i cWFI /- �\ 1'{ij %l _a azuc so a n 11 10 c 1 &4cR 1891�Nm� 'S-1 ``q`rv'1601M 'i a1ACH tifl- � / 8 3 TYP 5 5 s 11 sA,,• e / wI 1 , �f 2Sa D7� ��fJ� iz_ POWER PLAN t _\ I/ 1WI 38.40 &1/3.1911 ' _-- O s ;S./'I 19 23 N2W2 8.1012 114Id'' _ u - - FLOOR 0 18 W UNISTRUT/CONDUIT ASSEMBLY FOR FIRST u y0 BRANCH CIRCUIT HOME RUN CONDUITS -� - - I 1 J �J11_9 1 o81i 923 ° T23 V 2/1 9,A1 l T2WI 2.i &10,12 s2t � 1©r 2 -1 __ - ' T2W_---8.'�1D � 1t 98080 B T2W 19,21,23 21 1 D FEBRU ARY 9, 19992Y&20,22,24 T2M-2-7,921 &:8.T0 T2W-14,16,18 - n7651 1l0" - i' D• ,'➢STS I 1 _ V 1 E2 CONSTRUCTION SET 1 051899 cl e c I c MsIaTHaUN 23 21.237� a as eeo roas I I laoal 21 9 °RAGE 4 ussclax oevlee 1 III 1- 21 1 a FE 23 ; ,21 — = —° — — _ SPAKLING OlE ELECTRICAL ENGINEERING, LWXTpIG GES1GNh • —1 T � �� \\ \ ATANAC \ I II { III I \\ ( TECXNOLOGY CON6ULTING _ 720 OLIVE W AY.$NTE 1 100 I fiEATTX2 6-66 10I-I B83 FAX OB-6667-053 P7-0554 HONE 206-66]-06E5 Dzm zT9n',&13,is -- --- --� 3 / 224 E�J-S—,' �D'ATAFE\.' 1 1 !WC NAL,_ n } r A;WALK t UP OM 5207 19 _ / 6.8 © ' " _- _ x' _ _ __ r „, DATA ROOM MEZZANINE 24 2,4 IOF4® VE6 IBULE --_-- -_ -_ - -__.- C i s i I SCAi£:i/6'= P-0• C/3 .� A, rt. TYP. s a --- - - -- - - FOIL T2S2 Lu L�PNLN252 i 6. - D 52 4:4.6_�� __ UCLR �6' --f---GFls�eo-;ACH _.._._. E`j -'>, `18,203 ),, ON f5201 214.16,18 ~I 9J 5 J J I GENERAL NOTES Cn �r N2S2-14,16,18 &20,22,24 N252 iJ,15 I -l'5 -VF li Gro hT 0 L'. 1 LIGHTING AND POWER SYSTEMS SHALL BE RUN IN THE ��**,,..� _ 1. ALL CONDUIT NOMERUNS FOR A/V, TELECOMM, L� Z T252 79 a5251-25,27 9 52D1-2a,3 LEGEND: UNISTRUT/CONDUIT ASSEMBLY AS NOTED AND SHOWN � L ,// 1i 26.28,k7 _ I ON EACH FLOOR DRAWING. ��//11 �T2S2-25,27,29 ( 4 , ., 'G' TECHNICAL POWER, CIRCUITS(&PHASE) PER PLANS &PANEL SCHEDULE vJ &26:28:30 I'�'/h "'{}' + 'p SIMILAR ',, 'b' TECHNICAL POWER, SEE PUN & ANEL SCHEDULE 2.PRIOR TO PERFORMING ROUGH-M INSTALLATION WORK �- ` 'S' STANDBY CIRCUIT, SEE PLAN &PANEL SCHEDULE COORDINATE DEMCE LOCATIONS TO ARCHITECTURAL E2] ". AND MECHANICAL DRAWINGS. LU T2S2-15.17 - 2 I E2,.t __\r' .__.. _____. n '.. n-_ 5 3- S 5 - 5 S h 5 ,'�1 3.PLEASE REFER TO ARCHITECTURAL REFLECTED CEILING ¢23� 27 / PLANS FOR COORDINATION WITH OTHER TRADES. $p /11 I LOCATE MAY&CONDUIT SUPPORT G CHANNEL OVER MODULAR FURNITURE Q 20 ��y 3 I 1 • NG WALLS' C^ vJ SEE DETAILS At. A2, ( h RE t t T WI81. B2 ON SHEET E2.7. �✓ 1..i.. b It IF 1,252-4� wa a �`' I d� �i FLAG NOTES �� „ t -29 ._ I FF IDN t W2141j, I ? �T252-8,10b A � MOUNT PANEL N2S2 WITHIN 10 CONDUCTOR FEET> YO 1 N252-9.J - S f ��- _ Ili FROM TRANSFORMER TT52 ON FlRST FLOOR. ■ • ■NO, ' n= _ S A tL_ v A. S . .EL . Lid C &16,18 29 -- 82 I'� I$/j: INSTALL PER ARCHITEG SEDIREC ON SECTION 16601. Q Z 11 CI APPROXIMATE LOCATIONS OF TECHNICAL V Q sH SCALE:NONE AND STANDBY POWER FOR MODULAR FURNITURE ' N°'Dsm. � � � -� � � COORDINATE Wi1H TELECOMM FOR EXACT LOCATION 6 _ ___ 4 PRIOR TO PERFORMING ROUGH-IN INBipLLATION. gy N a { a ( © PROMDE POKE THIRD W/PEDESTAL TYPE SERVICE �Aif i �h e n6 p 1 v RECEPTACLE. TO ACCOMMODATE (2) NEMA L6-J0 TYPE V A2 RECEPTACIJ'. / .. .. ©i FLUSH FLOOR BOX PER SPECIFICATION SECTION 16601. i.' 3 28 E\7 ���� / INSTALL AT EXACT LOCATION PER A/V DRAWINGS. T2S2 20.24 I A 19 t q��} ( r} o ' �6CALE i/6'•t'v N252 17,19 111 I / _ fiAMP -I 17.J 1 AIR ,1 5251-31,33,36 �� ! I �I RA.P `L a a2aa.36 T25. - 3t,35 ireF ! (p10s THRU-OUT). ?ate \ �6 _ _ I �\( I ���, � � �� I � UPS _ � 2 � 1 3&IG I d ° 4i• 9 3T.3 GI o^ rs°oo 35I i sI7 i ' 5/18/99 CONST SET!22 IING z (E2 A ,c P2 AREA I ll--- as 22 GF CE �� AR 33.35 3 m, 2 xs 20 `EaT d� v ! sxs�-2: diD 1z 20 vm l DOUG BORS �j 19 1,3 31(� �� L ,. C=r�_. (Aw Yim nHRu ou I _ A2 cFI I ,`.�,44 °N2 _ LED SA ,_ v k_ .I, PEN 1 -I -A I '_ BILL VAN VIACK. PE _ � .���� _ 3K� ° k� 5_ _�i. /E27� 1�e' 2A N2W2-20.2 4i 7� 2 PFrJ — I�4 8 ED SANTOS / 33 t s a 26 (j a. 4 A2 awl 1 8 6 YJ'� T OPFMF 12i 2 J2 IIIIIM w p 1 _ 35/ .9 19RES0ARYE \ ! R OM 30 1N 2 11 ♦ 1 a1 10 1 •1 ,�J� �� D P_ I k 116TAINI 1] � 3 © / 4 1618 X� .. �►�� �IA�L 8 e 3 _ OF �_ I � I / P v kt•al a1 - a' - za.z H, g I uP e I J �` -1 f -20,24 =�� L�i2 v1rcHENE S � _ I, uclacs Iz n e000 /� ] Nl s m Jt�4 e 0 BP n, 1 3 SECTIO 4 32 36 - -- _ 20.1 2 ] HALL ' ¢. J &16, 8,10 15,17 1 I ; A �_ o T2W2 � , � _ - — ! POWER PLAN R1 � l _ m 3i :�db 3�sa SECOND FLOOR &19.23 !/ `© GzrNFCReII,• ' 32 OAP, I _ - I T2W1 2 24.26 &3032. J I, .. Nil �E' 6 3 \ il izWz Zaz]�9 \I ' Fi ° \ - - - & 9. 41k- 98060 ( &26,28,36 - I A-_- 31IG - 1 T2W2 31, J3 3 A _ FEBRUARY 9, 1999 T2W2 ,T2W2 3$34,36 &38 •7651 cowmucTm SET mwen0l®.vu rwecz 051899 ( I E ? i WHERE HASHMARKS ON RACEWAYS ARE NOT SHOWN REFER TO CIRCUIT SCHEDULE ON DWG. PERK 2 PLEASE REFER TO COORDINATION ARCHITECTURAL REFLECTED OTHER % �^) ON TO BLDG ' ', CEILING PLANS FOR COORDINATION WITH OTHER MLI T A UN _ TRADES u4 OLIVE VAT - METER LIGHT i _ -- 1 f - SHEET E3. I ---��� 26 � rearrua•.o oz F SHEET E3.1� -__ _ EF-1 RAQ� .a<x rraorane rulzoel ase ses 1 _ - 28. �. N2Ci-26,28.30 ON ' �PROVIDE VERTICAL RACK SUPPORT, SEISMIC RATED FOR DISCONNECT xrEawe oeE oa DAND RECEPTACLE(MERE INDICATED) ` "> P - r S ARLING ELECTRICAL ENGINEERING, L � LIGHTING DESIGN _ L I TECHNOLOGY CONSULTING ELF 720 0L.VE W.:-5LNT.I I OO ELF ELF SEATTLE.WA981O1-1 3 WPI _ - - ' PHONE 206866%-05555 I h h V AC-3 "'HER N WIT 1 �lO.WM1 DN I4Ns1 - D 3AC- 0N2 3 � WPF \ � 2 L].J Z 1 U> ~r-- - CIRCUIT SCHEDULE �/� LiJ _Z vJ Z =EQUIPMENT t EDUIPMENY� VOLT PM MP KW PANEL CIRCUIT iY CB RACEWAY CONDUCTORS DWG F C> Co TAG LABEL DISC,FUSE SIZE PHASE NEUTRAL I GROUND NQTES E W Q - AC-2 DATA CENTER A/C UNIT 480 3 5 27.4 N4S1 14,16.18 1 Ile 318 1 10 2,4 E2.3 C AC-3 DATA CENTER A/C UNIT 480 3 3 18.3 N4S2 20.22,24 3 3 10 i 10 2,4 E2.3 II EF-1 EXHAUST - SHOULDER NORTH 115 1 0.25 0.7 N2C1 26 3 4" 1#10 1 10 1#10 4,7,9 E2.3 Q _ - EF-4 TOILET EXHAUST - SHOULDER 120 1 1/60 N2S2 10 3 47 1 12 1 12 1�12 4,7,9 E2.3 U = v, EF-5 TOILET EXHAUST - WRIST 120 1 0.5 1.2 N2W2 7 3/4" 1/12 1#12 1#12 4,7,9 E2.3 EF-6 TOILET EXH4USi-SHOULDER 120 1 0.05 N2S2 10 1 12 T 12 1 12 4,7,9 E2.3 2 I- 1. FAN IS 27N, 1 PHASE 6. COORDINATE LOCATION W/ MECHANICAL ACCESS PANEL. F-- Cl1 M 2. PROVIDE LOCKABLE SAFETY DISCONNECT 7. PROVIDE MANUAL STARTER W/ IN-LINE CONTACTOR AND IMERTIE TO DOC FOR CONTROL 3. PROVIDE FUSIBLE DISCONNECT 8. WATER HEATER W/ (2) HEAT ELEMENTS (NON-SIMULTANEOUS, SINGLE ELECT. CONNECTION). J^ O, (j 71 4. SEE PANEL SCHEDULE FOR CIRCUIT BREAKER SIZE 9. WITHIN SITE OF DEVICE Q E..1. U 5. SEE DRAWING E0.1 FOR FEEDER SIZE. W Q 31 U Q S1AI r r: I ' I '. 1 p II I 541 i , e tau i V 1 02 C, % Ill ,j. SCALE 1/8.-1=0• i N I- NS I ' I I 5/18/99 COAST. SET I '! f DOUC BORS I ,� / Lu.xw< 'I 11 1 '1 --� BILL VAN VLACK, PE I � � l I i 4� T55) ED SANTOS I EF-5 II, - o 9.NP >m N2W2 � N 1 I I zzz I ' O n i "' I G," q POWER PLAN I ROOF V' 1 FEBRUARY 9, 1999 d, N7851 _ 1 _ i/8'=1'-0" VENT - 1 CONST ICTM SET E 2 .3 NNsxNN..NVERVER : 051899 "m Air :r;, g) / (c� c c, > C ) ` z) (cad m 41 �- �s �.� T -, eesla MorEs. 1. WHERE HASHMARKS ON RACEWAYS ARE NOT SHOWN J REFER TO CIRCUIT SCHEDULE ON DWG 2 C C IXt CO ORDINATION NTION WITH OTHER E MIT K E EIU PLANS F TRADES, UN e. a r a s i a tL, I II sarn.�eaia'ao 0 arae,n., aa1E.11.aa,a4] ipE � � MBNOTE& �n.a.�ov.anae I I ea.n xlxs el � PROVIDE VERCT TICAL RECEPMT SEISMIC RATED FOR SP ING P� I HD WE HALE � + CLOSET _ �L E. - L - - MEN -- - - - _ - N291 I ! 0 II � ELEcrRlcwalNEEe1No _ I I i It t I q 9 ENTRY \ `� LIGHTING DESIGN @ D88Y TECHNOLOGYCONSULTING EF-2 N251 VIO TIDE i� -- t BREAKSPACE r I 720 OLIVE WAY•SVRE1f00 5� TORAOL C_LOS EOU�' CON BREAK ! SEATTLE,WA9B101-1839 51- 101 10`G b� - j 10 ! PHONE 206-667-0555 F I I ,UTIL1� I' �I it EF 3 N2S1 1 N4E1 24 TO II I 1 U 2}10 FUR. � 1. up JS osA itLIL DATA93 6� 0 .` II �il J �I 1 Ti w 11 CCJ \ IVAC' (ryA TB �116 CONFB-it] DH- � �� -� COPY Le LK NJ W JE6T13 L It \ ._ ._... _._ 251 la ___ �.. COMM F �� F COMP 1 11 IF .� -' HAL _I I AC-5A N� _ _ - - _ ., _ iV-�j y ------- i--------�u�-----� CIRCUIT SCHEDULE ♦^�' LL Z V! '_^ EQUIPMENT EQUIPMENT VOLT PH HP XW PANEL CIRCUIT N CB STARTER RALEWAY CONDUCTORS NOTES O V! 7 TAG LABEL DISC.FUSE SIZE SIZE PHASE NEUTRAL GROUND I W �W` 1 AC-1 MN HVAC UNIT 480 3 DP2S - 5 t.aV V n AC-5 VIDEO EQ. C UNIT 208 1 N2S1 1 3 4' 2 12 1�12 1/12 AC-5A VIDEO EQ. OUTDOOR UNIT 120 t N2S1 1 3 4" 1 12 1#12 Q Q l - I EF-2 BIKE STORAGE EXHAUST 120 1 0.25 N2S1 it 3/4' 1 12 1#12 1#12 7,9 U EF-3 UTILITY CLOSET EXHAUST 120 1 0.25 N2S1 11 3/4' 2#12 1 12 7.9 Q� LU WH-1 WATER HEATER WH-1 208 1 4.5 N2W2 1,3 3/4" 2 10 1#10 8 WH-3 WATHER HEATER WH-3 208 1 4.5 N2S1 7.9 3/4" 2#10 1#10 /� COMP-1 PREACTION AIR COMPRESSOR 120 1 0.33 N2C1 21 3/4' 1#12 1#12 i 12 2,9 '� (n TB-101 TB-101 480 3 i 3 ID.D N4E1 1.3,5 30AS/15AF 3/4" 3#10 1-#10 1�10 1,3,6,9 -, TB-102 TB-102 480 3 1 4 3.0 N4E1 2,4,6 30AS 151E 3/4" 3/10 1-#10 i 10 1,3;6,9 ^ O -il-I , ' _L TB-103 TB-103 480 3 1 4 2.0 N4E1 2,4,6 30AS/15AF 1" 39'10 1410 1 10 1,3.6,9 Q c -- c___.._ _-_._.- i�;_-__ -_ -.. i - -- - - '_-'-\ "' TB-105 TB-105 480 3 1 4 5.0 N4E1 2,4,6 30AS/151F 3/4' 310 1-I110 1 10 1,3,6,9 LL1 6 Q I OF TB-106 tB-106 480 3 1 4 5.0 N4E1 1,3,5 3GAS/15AF 3/a 3110 1-$10 1 10 OFFICE TS-107 TS-107 480 3 1 4 5.0 N4E1 2,4,6 3D/5/i5AF 3/4" 10 1-{�10 1 10 1,3,6,9 T 15s Sdi TB-108 TB-106 480 3 i 3 10.0 N4E1 ],9,11 30AS/20AF 3/4 3't0 1-QUIP 1�10 1.3,6,9 y �! TB-109 TB-109 480 3 i 3 4.0 N4E1 7,9,11 30AS/15AF 1' 3#10 1- 10 1 10 1,3.6.9 1� { E, TB-110 TB-110 480 3 1 3 9.0 N4E1 8,10,12 SPAS/20AF 1' 3#10 1-#10 1#10 1.3.6.9 TB-112 TB 112 480 3 1 4 ].0 N4E1 ],9,11 30AS/15AF 3/a' 3#10 1-$10 1#10 1,3,6,9 - ' TB-113 480 3 3 4 9.0 N4E1 14.16,18 30.A5 20AF 3 4' 3$10 1- 10 1 10 1 3.6.9 TB-113 / / TB-114 TB-114 480 3 1/3 4.0 N4E1 14.16,18 30AS/15 F 3/4 3/10 1- 10 1#10 1,3.6,9 TB-115 TB-115 48D 3 3/4 MID N4E1 13,15,17 3QAS/2OAF 3/4' 3}'t0 1- 10 1�10 1,3.6 9 TB-116 TB-116 480 3 i 6 1.0 N4S1 2.4.6 30AS/15AF 1' 3#10 1- 10 1#10 1,3,6,9 TB-117 TB-117 480 3 1/6 1.0 N4S1 2.4.6 30A5/15AF i" 3#10 1410 1#10 1.3.6.9 f TB-118 TB-118 480 3 3 4 10.0 N4S1 1.3,5 SPAS/20AF I. 3#10 1- 10 1}'10 1.3,15,9 \ TB 119 TB 119 480 3 1 3 9.0 NAST 2.4,6 SPAS/20AF 1" 3#10 1- 10 1 10 1,3,6,9 `9! / TB 120 10 120 480 3 k 11.0 N451 8,10.12 SPAS/ZOAF 1- 3�10 1- 10 1I'10 1,3,6,9 1. FAN IS 2T , 1 PHASE `5 >/ 1 6. COORDINATE LOCATION W/ MECHANICAL ACCESS PANEL. o a sF- - / 2. PROVIDE L SAFETY DISCONNECT 7. PROVIDE MANUAL STARTER W/ W-UNE CONTACTOR AND INTERTIE TO DOC FOR CONTROL. SCALE 1/8'•T-0• '. ..-_- - _ - _. - - ---- -- - 56i 3. PROVIDE FUS(B DISCONNECT CO �'i ', 8. WATER HEATER W/ (2) HEAT ELEMENTS (NON SIMULTANEOUS, SINGLE ELECT. CONNECTION). \Y _. __ ___. J �' 4. SEE PANEL SOIEDULE FOR CIRCUIT BREAKER SIZE { 9..WITHIN SITE OF DEVICE 01f "m' 1 FOR FEEDER SIZE - Cs � I f � S. SEE DRAWING � s V " 3 - ST [�nT� 114 TB-115 III J� - - - EN - Z 5/18/99 CLNST. SET a � A ILf6HIPB 1 ( :10 FIDE 1 N4E1: ODBY { A I ]B-108 / j - FEl 1 �� 1O« HORS j TB-.112 TB/109 / t 1 BILL VAN VLACK, PE r HA, WARE T 1 m ) RECEIVING 1 p- �. - • • i ED SANTOS 198)- ----- -. �Y.aTl1(N T -� - o V 1 � O�� � 10 I � 1 STORAGE ��� A. _ L � . " r �X TONAL 4�' ' ' J }�70 t 7f/ NAL _ ._ . MECHANICAL PLAN s / GONE POWER �s 1/ DNF ��T Ir. RST Lam- "1��`� _ - - eso oFL00R , J .H,�. r .- BHT' L EEBRUARV 9, 1999 :� �'�J.,.� -3 1 7651 1 �<; 1/6' = 1' 0" t S�TA7 F 2.4 =J r C UCH sir 051899 I I _ oera�,E xoga. 1. WHERE HASHMARKS ON RACEWAYS ARE NOT SHOWN M I T H U N - _ REFER TO CIRCUIT SCHEDULE ON OWE. g'r• - -f - TI 2. PLEASE REFER TO ARCHITECTURAL REFLECTED - _ TRADE PLANS FOR COORDINATION WITH OTHER rz tens oa >� II� TRADES u=x/ cm gee ngeeel ersvvvvs �� � � xrexlvv veslvx r ev.xn lne . PLAG ROV NOTE& PROVIDE VERTICAL SUPPORT SEISMIC RATED FOR/ l5TORACE �( I © II DISCONNECT AND RECEPTACLE. I �I I J AREA S PA IZL I N G TB-119 II \\ ELECTRICAL ENOINEERINc, iLreNr/Nc oeswN a TECHNOLOGY CONSULTING I 1 \\ I T20 OLIVE W AY•SUITE 1 53 _ CATMJAL li 5 �p SEATTLE2,06 W A 96 10 I-165 -667-0554 PHoN.2.6-.69O555 - L TB-120 I � I IS TO IST ,._ _ i� - -� -_� -•�T-.._ _ - "_-F _ _. FLOOR, VESTIBULE ��� k fit 24 I _ HALL V l�R /T A Y. c// Ems] mNA5t u uj a F NCIx l �A �-• � HAL CIRCUIT SCHEDULE > W _Z a _ EOUIPMEM EQUIPMENTI VOLT ➢H HP KW PANEL CIRCUIT $ CB STARTER RACEWAY CONOUCNRS NOTES U, O TAG LABEL DISC,FUSE SIZE SIZE PHASE NEUTRAL GROUND V - 1 AC-2 WATER UNIT 2' 480 3 DP2S - 5 Lu W 1 EICC 7 zOb 1 4.5 N2s2 to 31117 z$to co F 1 _. TS-221 TB-221 480 3 1 4 10.0 N4E1 31,33,35 30A3.15AF 3 4" 3 10 1- 10 1 10 1,3,6,9 Q_=y�. _. - - ----- -- ----- - ------- l�°? TB-222 TB-222 480 3 1 6 5.0 N4E1 31.33.35 30AS.15AF J 4" 3 10 1- 10 1 111 1.316.9 /•� -IFII TB-223 TS-U3 480 3 1 6 TO N4E1 32.34,36 AGA%15AF 3 4" 3 10 1- 10 1 10 1,3,6,9 Z^ C00 TB-225 TB-225 480 3 1 6 3.0 N4E1 32.34.36 30AS,I5 3 4" 10 1-$10 1$10 1,316.9 U P..P. W B- 27 TB-227 480 3 1 6 4.0 N4E1 32,34,36 30AS.15AF 1 10 1- 10 1 10 1,3,6,9 TS-229 TB-229 480 3 1 4 3.0 N4E1 37,39,41 30AS15AF 3 4" 3 10 1- 10 1 10 1.3.6.9 I� '^ M I ' 'I TB-229 TB-229 480 3 1 6 3.0 N4E1 37,39,41 30AS,15AF 3 4" 3 10 i-$10 1 10 1,3,6,9 co Li _ T8-230 TB-230 480 3 3 4 10.0 N4E1 37.39.41 30AS,20AF 314 3 10 1- 10 1$10 1,3.6,9 J =. O jp�pll TS-232 TS-232 480 3 1/3 11.0 N4E1 19,21.23 3OAS,20AF 3/47 3 10 1- 10 1 10 1,3,6,9SII Q- /' �1 Ii 11 T8-233 79-233 00 3 1 3 6.0 N4E1 19,21,23 30PS,15AF 1" 3 10 1- to 1$10 1,3,6,9 v ------ -_-- -- ( _ -- "' 1 - --"-- _ -- r{A -__-- i, TB-234 TB-234 480 3 1 3 10.0 N4E1 20.22.24 30AS,20AF P 3 10. 1- 10 1$10 1,3,6S W Q - -� TS-235 TB-235 L80 3 1 6 1.0 N4Ei 25.27.29 30AS,15AF 1" 3$1D i-$10 1$10 1.3.6.9 4 TS-237 TB-237 480 3 1 4 8.0 N4Ei 20,22.24 30AS.15AF 3/4". 3$10 1-$10 1 10 1.3.6.9 T TB-238 TH-238 480 3 1 6 LO N4E1 19,21.23 30A5,15AF 3/4" 3 10 1-$10 1$10 1,3,6.9 i v/ F N ,',« TB-239 TB-239 480 3 1 6 1.0 N4E1 25,27.29 30NS.15AF i" 3 10 1-$10 1$10 1,3,6,9 r Fp CS TS-241 TB-241 480 3 3 4 14.0 N4Ei 25.27,29 30AS,20AF P 3$10 1-$10 1$10 1,3,6,9 - TB-242 TB-242 480 3 1 3 5.0 N4Ei 26,28,30 30AS,15AF } e 3$10 1-$10 1$10 1,3,6,9 Z u / TB 2§3 TB 243 480 3 1 3 0 0 N4E1 26 28 30 30AS 1 OAF } 4" 3 10 1- 10 1 10 1 3 6 9 " - ) 5� TB 244 TB-244 480 3 1 6 13.0 MET 13,15.17 30AS15AF 3/4' 3$12 i-$10 1$12 1,3,6,9 I 1. FAN.l$.,�3Ne 1 PHASE 8. COORDINATE LOCATION W/ MECHANICAL ACCESS PANEL. 2. PROVIDE LQCKABLE SAFETY DISCONNECT 7. PROVIDE MANUAL STARTER W/ IN-LINE COMACTOR AND IMERTIE TO DDC FOR CONTROL_ ' 3. PROVW[-FUSIBLE DISCONNECT B. WATER HEATER W/ (2) HEAT ELEMENTS (NON-SIMULTANEOUS, SINGLE ELECT. CONNECTION). Lill Esi l / 4. SEE,PANEL SCHEDULE FOR CIRCUIT BREAKER SIZE 9. WITHIN SITE OF DEVICE 5. SEE DRAWING EO.1 FOR FEEDER SIZE. � i 1. 6F� -O j 7 SCALE 1/8'•T-0' � � JfMP TB-241 AIR �• f �� �� I !A { RAP CO r. DONE. _ , 5/18/99 CONS? SET r ROOM RCOM \ AREA L\ AREA -236 / f I / Iu t TB-221 V OFFICE / �- 1 � ! � DOUC BOBS 1 TB- J ROOM- -� _Rl �TB-2 3_ ��, I / I �DN 29 I 1 xSa 1 �D SA E WAR DP_n _ I I BILL VAN VIACK PE 'CONE - N4E1 / - I� AN70S I 222 p TB 238 _ F-ICE _ I �`' IN. OPEN II v I� �� �. - 1 OUIET 19� o�FICE 1_ R�6RAR�E l� / ROOMIL =18 I ELF' C„l -�=� l N4E11 �''! 19/ara��'` Cam]// - - n� or=1ce J t�EL I N4E1 )� -1 I �7Mi I �� cxPlREs I¢-at-amo KIT TIB'L�TE/ -lI - tali _ ���� i Jul - �;_J{' ITA,� - 1 `� - MECHANICAL POWER PLAN N, SECOND FLOOR co aFE -22'�1{I CON'. _ - _ I: -"._ , __.I 98060 cnCE aa� TB 23o!I FEBR UARY 9, 1999 7651 a E2. 5 < _ / 1 CON01P1VlrIMIY �1 V ^] 051899 CK CL,2 CC C �/) OUTLET BOX. SUPPORT FROM CONDUIT RACK STRUCTURE EYE HOOK, ANCHOR l SAME ELEVATION. TO CONDUIT RACK REFERENCE DETAIL STRUCTURE M Iq I H U N SECTION AT,EVA SHT. E2.7 _ :FRE TOM OF CONDUIT I�ael Gam" 1 1 K SUPPORT STRUCTURE ......... 227 ' , IV-111 LE FLUSH 20A LOCKING i^e Hasa. I2C1-],9,11 C\° �I / ) -� ��� - EPTACLE W/STAINLESS STEEL MICROWAVE 1 1/4"C.-3 &1#10G. y, ���' / ( 1 y� ERPUTE. HUBBELL 2310A 10A-12OV,+50- . [ ) vvWC/ R6•TIP. 2 LOCATIONS YEN/COOKT 8.OKVA i �n O WCiy- 23 D GRIP. HUBBELL 2311G �"�" SPAKLING MA 14-1 F 22 0� 23.24,NEMA 14-30 r 91 -231 N201-13,15,f]&19 \ 31.3 CFy � 3/C /12 NVN —\ , CAPACITY TOOL BALANCER1 1 - K f� ?OFLEXIBLE CABL \ USTED FOR 18"MAX. E%lEN- L�/ BRAND-REX NTa . EDAEROMOTIVE18- GM-31 LIGHTING Oeawn s GD,1� 23 - CIH. BEYOND 12' SLACK ieCBrvoLOGr eonsuLnNc W BEYOND MAXIMIM [ I� 3/4'C-3'10 EXTENSION KELLUMS CABLE SUPPORT. SINGLE 720 OuvE W Av•SmiE t 100 �,In TO N2W2-24,z 36 I L�UItlVF iEBA EA. '3� % L�_v. N 23,24 32,MW PROVIDE EYE KELLUMS 022-01 SERIES OR SewTTus,Ww 98 lot-t 853 GFI ` N252-25. 29 34,DW WOODHEAO 35000 SERIES FAX 20e-667-0334 8 31.33 r 36.GD NEMA 14-30R., 8' PMONE206-667-0555 / 234 52-30' 8 32, 25.GH.Ow i I 1ta � � � � 2 �� ( � KiTCHENETTf=/ 3 JEST?BJLE 20 GFI 0 A � J J - F ,1,y�'— HEAVY DUTY OUTLET BOX, N2C1 18,10.2 ) I 24 5 I I �� S.& WIRE % RECEPTACLES IP 9 �+ X FITTING. WIRE MESH CORD (RIP 29.(�1.G0©�\/ 1 � � I:� �1 .-- 1�1� FITTING. Z 1- cc r oo- Do- 207 ,24 GDjACH C �p�T _ VSTOR 1� ]'-O' A.F.f. RETRACTED 4'-9" A.F.F.EXTENDED O 2 B \\� LQ / QV LL ' �f) _ �yR 23 TYPE 1 CORD DROP DETAIL Z E2.1 E2.6 SCALE:NOT TO SCALE W O ENLARGED PARTIAL PLAN - LOUNGE 114 ENLARGED PARTIAL PLAN - COFFEE STATION (SOUTH) C/) � E`� SCALE 1/4 s 1'-0' a D E2a AND KITCHENETTE/VESTIBULE - 236 a D �./ ALE 1/4"-I' 0 HANDHOLE STUB CONDUIT T BELOW WITH GROOUND RUSHING. w /G ^ W s Z TT ORNAMENTAL BOLT COVER. O i TIGHTLY SECURE COVER TO v, POLE &BASE PLATE. PROVIDE FLAG NOTES NO AIR SPACE BETWEEN COVER Lu -CC AND TOP OF GROUT. BOLT AND/ IL� t�j VERIFY EXACT MOUNTING HEIGHT AND LOCATION OF OR SCREW COLOR SHALL MATCH //yyam� v/ DEVICE(S) SHOWN W/ARCHITECT AND/OR ARCH. POLE. y� DRAWINGS PRIOR TO PERFORMING ROUGH-IN Q _ INSTALLATION. OEBEBAL NOTE: NUT AND WASHER TO PLUMB T `� 1. PLEASE REFER TO ARCHITECTURAL REFLECTED CEILING HANDHOLE POLE (TWO EACH PER ANCHOR Z y� ©PROVIDE GFCI DOWNSTREAM PROTECTION TO DEVICES PLANS FOR COORDIANTION WTH OTHER TRADES. BOLT) CURED ON SAME CIRCUIT AND ONLY WITHIN SAME POLE AS SPECIFIED OR SHOWN CL- W SPACE DOWNSTREAM. a Q 1" X 1' CHAMFER f_ �'f^1 ® TIGHTLY PACKED GROUT UNDER PROVIDE "WET LOCATION" WALL COVER PLATES FOR GRADE L POLE BASE TO INSURE FUti I— cz) RECEPTACLE IF O TO BE "CORD AND PLUG' CONTACT WITH FOOTING (PROVIDE �' C)AND NOT"DIRECTT PARE'RE' CONNECTION. WEEP HOLE) EXPOSED PORTION OF CONCRETE Q cl- OAK TO HAVE RUBBED SURFACE W C RACEWAY 24' BELOW FINAL :I 6 GRADE OI NOTED ON T Q /� DRAWINGSGS (QUANTITY y /`!1 v V ACG� dl.� ASONOTUBE PDOIiM (REMOVE) lT.J DIMENSIONS I AREA UGHTNG m WITH POILEaOR S S FURNISHED SPECIFIED Z TYPES "EHA k ERG" : USE ERED HOLE AS �. CONCRETRET FOR MA FM I A 24"— BELOW SONOIDBE o ` L _ __ B 6' O"MIN, 3000 PS CAST-IN-PLACE N o C IV DIA CONCRETE. /3 REBAR TES AT TYPE 'EHC' : 3" O.C. O TOP.2" d u o VARIES-REFER TO y3 REBAR TIES AT A = LANDSCAPE DOGS 6'O.C. FOR REMAINDER. r1p a I C STAIR i S ALLY B= 4'-6' IN. - ---T i I C = 16" 010. °'e'. 1g6 EACH CORNER. REBAR o n \ O EACH CORNER, v rv: em PST HALL \ TYR. IT, / FLAG NOTE: C CONCRETE. ET CAST-IN-PLACE S 1 1 1 Y CONCRETE. D:�> PAINT EXPOSED GROUT AND CONCRETE BASE TO 6" BELOW GRADE. i � COLOR AS SELECTED BY ARCH. j 12 E2.6 OF �� POLEBASE DETAIL FOR FIXTURE 0 5/18/99 coNST. SET 23,4 - 43F TYPES 'EHA. EHB• AND 'EHC' E`j SCAL:NOT TO SCALE i °•i SVD-JO 22.24 26,28�.TH0�. 0`G�BORS 19 1 2 ,2 - _ OUTLET Box. SUPPORT FROM EYE HOOK, ANCHOR BILL VAN VLACK, PE ` 12 "ODER RACK SIDE OF LADDER RACK. TO LADDER RACK PER Ml­ECWM. DWGS &SPECS. W/1tdIND HEX NUT L. RUNG STRUCTURE ED SSANTOS 0 o � \ S201 19,I 1,23 - 0 SOS \ o p BOTTOM OF LADDER RACK �^ STRUCTURE SINGLE FLUSH 20A LOCKING RE I W I ,/� p COVMPLATE. H STAINLESS EL BOLT JBO% UBBELL2310A - � r o L s/mil TO MAY CORDMATCHING HUBBELL 2311UG WITH CR _ o o 3/C #12 NVN _ ^ FLEXIBLE CABLE \ 12LB. CAPACITY TOOL BALANCER ADJUSTED FOR 18' MAX. EXTEN- LADDER RACK 0 0 BRAND-REX SON, AEROAIOTIFc GM-31 OR EQUIVALENT P BEYOND DE 12' SLACK 10NA6 41' ENLARGED PARTIAL PLAN - DATA ROOM 121 a EXTEENSOMA%IMIM KELLUMS CABLE SUPPORT: SINGLE [xnn[s I}-li-poop ^ E\J SCALE 1/4" = 1' 0' EYE KELLUMS 022-01 SERIES OR WOODHEAD 35000 SERIES ELECTRICAL HEAVY-DUTY OUTLET BOX, DETAILS i WODOHEAD 321W WITH SL WAGER X 4619-010' ® FOURPLEX RECEPTACLES AND_ FLAG NOTES (2) 20 AMP POWER STRIP ® S.S. ORE MESH CORD GRIP 6 A P W/12 RECEPTACLES PER ® FITTING. CIRCUIT. SEE PLAN. O O 98060 s PROVIDE BOX 5-20 TYPE RECEPTACLES T 4' ( CONDUIT BOX WITH 42"EC LONG JUNCTION METALLIC I�-I ]'-0' A.F.F. RETRACTED FEBRUARY 9, 1999 CONDUIT AND CONNECT TO JUNCTION BOX AND NOTE: �^ 4'-9" A.F.F. EXTENDED RACEWAY SYSTEM UNDER RAISED FLOOR. ® F 51 NOTE: COORDINATE WITH ARCHITECT/OWNER EXACT 1,REFER TO TELECO DOGS FOR AS NO IOCATON OF JUNCTION BOX PRIOR TO ROUGH-IN LADDER RACK LAYOUT, '"`"`"^m'^ INSTALLATION. - Ili AS NOTED DETAIL TYPE 2 CORD DROP DETAIL SCALE:NOT TO SCALE E�6 €2.2E2.6 SCALE:NOT TO SCALE E2 .6 e CONSTRUCTION SET wsnm,s wuru,m.� 051899 MIpTH UN I%n�. FLAG NOTESJUNCTION BOX FOR 1neuloe e.amn �, &STANDBY CIRCUITS COMBINEDAND FLEABLENICAI 1 '�� DROPS TO MODULAR WORKSTATION- © SPAKLING ELECTRICAL ENGINEERING, J \�1/_ `/� TECHNOLOGY CGNSYLTWG STANDBY POWER J-BOX STANDBY POWER J-B0X 7200LlVE WAV-SNRE 1100 SEATTLE,W A OS I O 1-1 B53 TECHNICAL POWER J-BOX TECHNICAL POWER J-BOX FAX 206- 6>-o55a PFAX 2.6-6.7-0554 TEST RACK OUTLET J `LEST RACK OUTLET _ - TEST RACK !I RACK 1 RACK "I RACK I i I I Z W UJ 2ND FIR _- _ - _ _ 2ND FIR Z T LJLJ Q = Cf> MODULAR FURNITURE DETAIL 'A2' - SECTION A2 MODULAR FURNITURE DETAIL '132' - SECTION SCALE:1/2'= V-0' E\2 SCALE:1/2' - V-0' E2.2 Lu vJ `®1 ------------------_-------------..------------- ------ - ------ -.--.-- --__---- --_--_--------- Q { N _ r PowEa J-�10�1 — .1..i— �I_. _' �u� lil 4�1� TECHNICAL P w� �� I� r U cC Ili STANDBY POWER J-BOX STANDBY J-B X 1 STANDS _ TECHNICAL P tYER X Q JBOX TECHNICAL PpWERIL�/08 1 ®, TEST RACK OUTLET 1 !I I I TEST RACK OUTLET TEST RACK CUTLET _______- -__-_ T ------- -------.-__ -_-- - _--__- __ -__-- _-- -_...-__ _____-___ ______. ..___..__-__--_._-_-_- --_-_--. -._.__.. ______ ---_-_.. - --- - __ -..-_--_. ___ I I �I— � _i RACK RCK TEST CCK RA K RACK jRACK 1 RE 1ST PER 1ST FlR 1ST FLR I I I II I 2I -_._. L. ._1. .. Qi 5/18/99 CONST. SET MODULAR FURNITURE DETAIL 'A1' - SECTION A, MODULAR FURNITURE DETAIL '131' - SECTION B, MODULAR FURNITURE DETAIL 'C' - SECTION SCALE 1/2-= V-0- E\.1 SCALE:1/2' - 1'—O' E\2.1 SCALE:1/2' 1'—O' E2.1 DDOUG BORS BILL VAN VLACK, PE ED SANTOS EOS N NF RE a a � FLOOR SLAB A-A PROVIDE g3 GRADE BEAM E2.] >1'•'•' �� EPDXY-COATED 8'-0" REBAR 4" 00 of ry N� D I MIN m �yq N r \C' rci VARIES a5 REO' J— pa A TOCL EAR GRADE BEAMS EN%PES /OVA1L2-19-` 2M o POWER AND COMMUNICADDS PROVIDE FOAM CONDUITS PER SHEET E4.1 BLOCKS BETNEEN ELECTRICAL i° AND RISER DIAGRAM SHEET EO.1 CONDUIT AND SUB DETAILS - SECTION 'A-A' o 98060 i - FEBRUARY 9, 1999 REBAR CONDUIT SUPPORT DETAIL �� 7651 SCALE:NITS E2.1 E4.1 AS NOTED CONSTRUCTION SET E 2 05,899 a _ MI TAUN CA Waal e ra I a te. 37 B SPA LING 8 � GENERAL NOTES # AC ' AC IF 29 42 ELECT RIC..L ENGINEER.., L'p 39 S�-1 Z1 2� �� _ z$B _ ZR ± 1 LIOXTING DE91GN& F SEE LIGHTING PUNS AND FIXTURE SCHEDULE FOR FIXTURE SYMBOLS k : TYPES Tec... ..,C.rvAULnrvo - ]IE-1(TYP OF 15)] B c 2. FIXTURES MARKED WITH OSHALL BE BATTERY POWERED EGRESS FIXTURES. w FC q bt00 5 IF i 720 OLrvEwwr•6urtEf loo PNL N4S1 PNL N251 3 - 39 z3 z4 i�F"I $ z5 z5 LF 1 _ II .p. 3. PLEASE REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR SEATTLE,WA98101-1833 FC LI_t q D z4 z5 z5 z5 • 11 COORDINATION WITH OTHER TRADES. FAX206-667-0554 .I ,. 1 39 j z3 z] z z7 z] PHONE 2o6-669-oESs AB AS AB AB } 7- — r Si-41 z z5 zB EX z6 ,.✓ lh �'NR. d 1 39 zl AO AC AC FC / IXtT SIGN TYP FC 36 ='FO -FG- e" TFD -A Eo N2S1 3] q\ ( ) ':' FLAG NOTES CE CE CE FC 1 37 ECC --- / c.b o.e.;. c bFA - \11 _ PROVIDE ]-DAY PROGRAMMABLE TIMER FOR GROW LIGHTS. 39 Cf 39 N O I NINE (9)DIMMERS BANK. AL LIG T XTURES IN THE CONFERENCE RO 1 FC ';i t 39 q 39 1 39 39 Fp FA I TO BE CONTROLLED BY DIMMERS. PROVIDE WIRING BETWEEN THE DIMMERS '^ 1 Fa AND THE LIGHT FIXTURES V' C5� EG \ 39 33 s 39 fC L E L 1 +- ' 1 - 1 c b o b XX © CIRCUIT 35 TO RUN VIA DC FN25t 3B._ M tF I B FA ,.�HW l I A ECC CCC ECC uj s2� r HE DL 9 1 . WL f8 l4S1-41 o c F V c1 F-- C � [ F9�. J /� k.l _ k.l P.9 1 L.L. a W 4 m,n EB i C) . � rB O Rfi a L ,. O 1 I NIL P.9a I i _.. ? _ _.5• a z 5 to zo LE SCALE 1/8'=i'-O' LE LE i.l .0 wrz xm d a Ir .e O� L I LOD u 1 / t FB ' �..t_ _ -UP TO ECB FIXTURES ry � v I Qi 8/18/99 CONST SET g. - / N L;is 1 EE G4lARE / - � _ ,,��--�� /` ...9n cG cG 1 Fad a.e BIOU�eOR� UP To LOBBY �] URES � � `tIG�TNIY 1 w i �_ � �L�VAN �v y '�� • - 1 EI,�} N2W2 � Ecc D�ANTOS AC 1 K, PE ,18 I _ o,b f_ FB B w�IT ., ql N4W1 31.39,41 y g cl e I @ I C F5 c.a � t R,F 5 FC l I c,5 •/ e� FM �.� '� a ,p -.-. o.b ra a .Fl,, ,tF _ _}b � 3r3 o.a LE nLE r ,' LE �'3' mom' C L ( o:a D �� 9,6 DoB.�a. PNL NZW2 a,d t exwus t2-n-a000 • $,Sly- � S (ON 2cd. ROOA, ; F9 �;• N2W2-2 B — a e,_ LIGHTING PLAN 1 LELE c= ^ CE "cE �, Nzw2 24a FIRST FLOOR - of � .F , cf cE , i �yuF I cE 6A 98060 CE CE - _ FEBRUARY 9, 1999 w7651 CONSMUCTM SET� , 3. 1 i I I I HT ft mar I M .x 1 CO UN I 1. � .,naen•v.mx 'll �II III ��1 I I AKA k i 2 N e6 1 ____ _ vuxn�xc . LOCATE SWTDH - i S PA KL I N G — - __ - �2) PA - r ON + d FA I �L I A , O ELECTRICAL ENGINEERING, I�DN TO SW1jq,E5 EO42 k k t k. —. C4 LIGXTWG 09slON8 _ 42 g -- i B �I cO _CO � c.d S2 _ � FA \ TECXNOLOOYCONSULTINO 720 l\ III ii _� SEATOTLEEWA98101-1 eSS _ I b — _ O _ PHONE 206 667-0555 '� FAx 206-689-0654 ECB k I _ G I ..—+ IE _ G 1 ICD X CD CD 1 �q_ pL c,,- ON G wItl be / c 4 eb DATA ROOM MEZZANINE Z ---^�I m FA FA i 0 k/ k I k i CF - CE _ 40 ECC I�-- b //��Ca _ c W„GIII z0 _ 'L Yi IC� CD - S1 ` FE CA i� E5, h- ECB CA �L� 40F IIII { -F 4 co I 11 a i� _` F IIII IIII. I. I � ) II III III Lu o PNL N252 CE .. / III fill �2�— N2S2 39r4I IIII III IIII 14 II II 4S�-3B I III a GENERAL NOTES rECB „ ^ Z Z FA FA 1. SEE LIGHTING PLANS AND FIXTURE SCHEDULE FOR FIXTURE V� _ Lj kll kl / ,. Lu SYMBOLS & TYPES. W Q co _ _ _ o.q ' 2. FIXTURES MARKED WITH Q SHALL BE BATTERY POWERED— _ — ._ EGRESS FIXTURES, ¢ _ I cm ujU Q W �FA FAFAS. '^ vJ 4. PLEASE REFER TO ARCHITECTURAL REFLECTED CEILING PLANS —J = Q kl Rq \ _ FOR COORDINATION VltTH OTHER TRADES. Q Q— U 4) I W � Q I U Q III FA FA OFFICE FA FA r / µ �I I I � I P.9 v Z I I , FA FA FA FA HC _ I If v.q � `- I / 02 s 1. / SCALE 1/8'=1.-0' 39 39 LE - o ; II I A _ 5/18/99 CONST. SET al FA a 9.h LK �. RE4 9 CCi 9 1 L OFFICE _ FA e 1 a0 E - DOUG BORS b ON F 35 FA , S l FA e 1 LE - - I BILL VAN VLACK, PE / qd / 1 / ( 7 l "' LIN'TNOOFXTUREB -�/ NlW2 2� \gr —.-- �. -- _ �� 43 -�—� , , ED sANTos JZ FAPry 'ec _ t _ ar ! oFFN L / ONF ¢d J NL 42 FA g f psi °rec �/ Ica 6 N e = � i r A FA _ /rt I E.L - - 1 .FAO/0 1 ' I IL r N Y - B b I J A 1t OAt z M F �_, CA3 I /aF W ! LE d L 7l -, O.b i / a 2A �� e.f O d I lsals FA c.b / / e c ��� AT CA3 ,af FA I —LEPC _ a.b N r / 'r1SlC4iAL ' O / 0a E CFC AW FA 0 C CE EEo I exwees lan-z0o0 j c l/ W2_ / n W2 �r a COES IB�L�T / NA L FA a E�/ / / ��_ FN Cx, /we A OA3 I __ !t s ��iAv L GoACE... FA — of=� I _ LIGHTING PLAN p n _ E��L �i OA3 s $ t - cE 1 Eca - SECOND ! D x , -- . _ N eye — J J ,(/3 x��x5 x €X4 SIGN ZiM) I 96580 z$� ts � LFUF1acE - ,,._.E °N FEBRUARY 9. 1999 L O ON TO RXIURE BELOW .u...crw 3 .LE i -- - s re C®NSTRUCTm SET E3.2 11St ROO 1 C1) \ "is Aur 0O MITHUN cl I _ DE _ — STDRAG — - eo j SP ING _r I V' 11, I / \ QQ ELECTRICAL ENGINEERING, L�.c _ _ !. -- f \ LIGHTING DEbNTEO MNO LOGY CONSGLTMG 720 OLIVEWAV'$I11TE 1100 PATWAt $EA TEE.W- 67 0 5 R99 HONE20 66T -05b R XONE 206-86>-OS56 I � � I DATA ROOM _ — RENO ROO MEZZANINE Z _._ 9C / s 1 D DEL. ES'![BULE � ��� °� �� '�', � �n �1 �N 18�R ALE:18. I TTTIIIIII �AiELLITE LPNr. �. s� n13 ��� w �` �h 1- - --t �-- —�) ��-- --- -_. ` , GENERAL NOTES r i Z - p RL;,, 1. PLEASE REFER R ARCMTEC'R1RAL REFLECTED CEILING I ® III I PLANS FOR COORDINATION 1HTH OTHER TRADES. O \ J DR II _ Y,xrr�.nrw. I FLAG NOTES LLJ Z Z • �— - -L.q, � �� 1 ! ! lye SEE SHEET E22 FOR FLOOR BOX INFORMATION CO.) ) Lu Q -- ( co Ev 'I! 231 ��2 i4Z37 })\• a6 1 f 't`F ¢ Z C/� Lu //���� VJ LL !I J = O �- I u, 12 �" A '� aau U Z R ti a .. 4 ?2 �, 7I T I � Ind TTo tl � . '11 •_'1 ; `-roam III 219 I.;2'0r—?l 21 2 lh' o s>a ON F / RA P - 12' TRAY _ ROOM D DE it ®I r — ® q - r. SET 5/18/99 CONS alE� 4r: I rz SITTIYB , REDtip, 243 ® � � / I � I ¢" �°.°:�BORs 2.41E Iy/� �__....� �,,, o I BILL VAN t1ACK. PE v 8 �: �� 4a - 1 �� �J-F —'� : �9�� ')� ED SANTOS / 4H --- -- N� - .OFFICE rr )� ._ puler E Qf 1by V 17 � C O e OFFICE F, C R O — l- I: ��Q I �. RR�GE o aooM - 76J L, i �� t b 1 L STAIre! HALL �. IRI 15 52 268 r DFeI - w � © NC > �1_ I u r I�71 a _ f p Y b / 4J9�! e,✓''4 I / GzuQ a. ` 7 ifl _ R 61LC EmR�OHA 1-11]`2000 6� aT. "t li IIs� � �Jr� ' .oRr DD © ALL: 1 B3 � i I _! � _� - �;� / ��" COMIC/FA/ACCESS '-- _ ❑ _ EO T �� J _ TLAN J° F SECOND�fL00R � 1AD �1 •'-_, li __ �r-c ° 98060 :7 NOTE. ....00d UR'v ARE SHOWN OR F BRUARY 9, 1999 I RE R NCE ONLY SEE mF: 7651 INC CCAN FI bl N LAY ,, FOR ACCJRATE ORK9.A IOO LAYO UT OUT i/8"- 11 1' 0' E4.2 bVltlJlflVioOMtl JL.1 051899 - Y m G yam{^ MITH UN UP / 0 UNISTRUT BRACING TO ngxulxua uea LADDER RACK (TP) nreelox ms STAIR m 12'LADDER RACK HALL S PA KL I N G ELECTRICAL ENGINEERING, OWNERS OWNERS OWNERS OWNERS OWNERS OWNERS OWNERS LFMTING DESIGN& NETWORK NETWORK NETWORK NETWCRN NETWORK NETWORK NETWORK EWIPMENT EWIPM[NT EpUWMENT EQUIPMENT EN EMFJIT EWIPMEJlT EO(I PMENT TECNNGLoav CorvsULnrvc_ (N.LC.) (N.LC.) (N.LC.) (KLC.) (N.LC.) (N.LC.) `N.LC.) 4 720 OLNE WAY•SUOS 1100 lutl6�m -- fl TTLE,WA98101-1SSS 21. SEA208-66]-0554 IRA1 PHONE 206-667-0655 c � 122 O•/ ¢C �FE 72 PORT Z M.M. F.O. 0 PATCH M.M. F.O. SPt10E ``w\ ¢ J2 PORT V J o M.M. F.O. PATCH S MA. F.O. �6 oF F SPLICE GROAWS UND BAR W O >'x24' J'x24' T Tx 4' J'x24' J'x 3' ]'x24° (TYPICAL) BOOR Cie CABINET 1 CABINET 2 CABINET 3 s CABINET 4 CABINET 5 RACK 6 S CABINET J y D /R (N.I.C.) (N.I.C.) (N.I.C.) (N.I.C.) (N.I.C.) W Z CJ- MDF IST FLOOR ROOM Co PLAN VIEW Q SCALE: 1/4' I'-O' REF.SHEET: E----T Lu W DATA CENTER PBX ROOM RACK ELEVATION CTYFIGAL 'Q SCALE: NTC --� O W �C CROSS CONNECT FRAME i IOD-300 BLOCKS - TYPIGA = U K /1 - 1-300 FUTURE NORTH W2- 1-100 IDF 232, 101- 0 SPARE Z t2610 /3- 1-100 IDF 132. SPARE t°- 1-300 T R PSX $5- FUTURE 1-300 FUTURE NORTH 151-2)0 SPARE ., DOOR p $J - ,1-$DO IDF 144 101-3 0 SPARE //`) t8 t1 #8- 1-300 DEMARC/P8K C 10-11 EuTuRE -3000 SPARE NORTH t4 tB tl2 #12- 1-1300IPBX RESERVE(00 SPARE CONDUITS TO/FROM BE AARC. FUTURE, AND FLOOR 81 IXES f�- WALL i WALL 2 WALL 3—+ WALL 4 WALL 5- Mom- WALL 6 --_WALL ] WALL 8 WALL 9 WALL 10— WALL 11 WAIL 12 MOF S FL IOOR ROOM ELEVATIONS WALLS 1-12 SCALE:_ SCALE: I/2" = I'-O' REF.SHEET: E----t Q 5/18/99 CONST. SET DOUG BORS BILL VAN VLACK, PE ED SANTOS y C GTE PROTECTORS C a o r DEMARC BACKBOARD i CJ� 2 aw � I 1 ALL 3 O 4 � - ❑ ❑ O DOOR d � 22ow cvnms 1�-v-rz000 i, IST FLOOR DEMARC ROOM coNDUITS TO FR M ] PLAN VIEW MOF, IOFS t FU RE EMEE COMMUNICATIONS SCALE: I/4" I'-m" REF.SHEET: E----P I DETAILS III- WALL t _ WALL 2 — -___. _ __. J� WALL 3 WALL 4 SHEET 1 98060 ' 1� 1ST rLOOR ✓WMARC.,ROOM ELEVATIONS Ni FEBRUARY 9, 1999 651 WALLS_I-4 SCALE: I/2" = I'-m' REF,SWEET: E----T AS NOTED CONSTRUCTON SET E4.3 051899 n ur - (DETAIL) MAY sM.sPLIM mAr su.VAIN mar .P mAY 91AE - Mu.n.uaoE VAIN mAr Mx a T N Z R N SPME S^Al1E UNISTRUT BRACING TO LADDER RACK LADDER RACK IZY ataeza oea4e ' nlxoelev xeos CABLE MAY(TYR) F.O. INNERDUCT TYR. II I �� Ix+mon oaxiex VERTICAL CABLE MANAGEMENT l�L e x x a - CPI #11729-503 TYPICAL o 0 Ve 12-LADDER CK C BLE TRAY S PA KL I N G J ' E MANA6EYENi PE YM'NiEYFN! VERTICAL CABLE AL SM. M M MANAGEMENT CPI ELECTRICAL ENGINEERING. SPLICE h FUTURE 11729-503(TYR) PATCH SHELF 12 LAD ER R Gyl( r � Y.IRE N,WAfllllli =NRE MARAGIVIDIP LIGHTING DESIGN 8 Q fil HUBS =PBX 24 POfffm 5 0.=SINGLE MODE FIBER DOOR HUSS PBX 24 PORT MM:MULT MODE FIBER TECXNGLGOY eonsuLnnG 720 OLIVE W AY•SMITE 1 100 M1pE YNUf{VlJli PBx 24 PORT 3EATTLEr W A 98101-1853 ���- L - IGR HU85 NTURE —�-� HUBS FUTURE Fw%208-88]-0559 EDIT P. RACK PHONE 6-667-0555 554 PIPE N.WREFEOIt ME WHAOP01i 2LSiA .1.1Wi 11..24 PWi U CABLE=IRAV \ I SrATW 24 P(Pi SrATM 20 Pq0 13 sTAnW za vWT nAnN z4 PWT SrAnON N PIWi S..24 PQfi SEATM 24 I., STAl.24 PGRi I Z SrATM b PWi STATM 34 PORT I I} — �{ WALL i WALL 2 WALL 3 WALL 4 SrATIM 24 PWi SrATW 20 PORT ''^^w vJ 15T FLOOR IDF WEST ROOM yyBB AWG TO IST FLOOR IDF WEST ROOM ELEVATIONS Z YtOUD BAR uj PLAN VIEW Tx19" (TYPICAL) FLOUR WALLS 1-4 f� SCALE: 1/4' = 1'-0' REF.SHEET: E4.1 RACK 1 - RACK 2 SCALE: 12' I'-m' REF, SHEET: E4.1 00 IST FLOOR IDF WEST RACK ELEVATIONS SCALE: NTS ' (DETAIL) (// ^ W Z m � : Z O /�V J LUWARE C= UNISTRUT BRACING TO ` [CABLE MAY(TYP) U Z CZ.) F.O. INNERDUCT TYR. LADDER RACK LADDER RACK Li VERTICAL CABLE MANAGEMENT TT W CPI #11729-503 TYPICALvift {i '^ IS 1.112"LADDER CK � o � • VJ CABLE MAY J � O RE uMiAOFMwr RE uANAMMNr Q 5�M @ VERTICAL CABLE /%J C L AY SPLICE k NTURE jMANAGEMENT 29 503(TYYPP) PATCH SHELF MRE YM`1GEYENT MRE MANAMYEN ( MEW I - HUBS PBX 24 PORT -SINGLE MODE FIBER Z U Q HUBS PBX 24 PORT M M.=MULTI MODE FIBER F' xME MARASF]IENT PBX 24 PORT 1 t 114 LADDER RA HUBS NTURE DOOR O �11 3 'j HUBS FUTURE E L ELC WRE YAPAfffiI -.BE YA.I401 ,. VA.]4 PWT STAnGR 2'1P0.T »Mmr sdnaN a Parr EQUIP. R CK srAnW x PWT STAna 24 PdiT e noRTR STATRI 24 PWT SrATCN 24 PWi tok STA.24 R)RT VATIN 24 PXff STAT%M 24 PAU VA"24 100 Imo—WALL 1 WALL 2 WALL 3 WALL 4--— ARKS T GROU D BAR IST FLOOR OF S.W. ROOM '' '`11 ( YPICAL) FLOOR I57 FLOOR OF S.W. ROOM ELEVATIONS PLAN VIEW RACK 1 RACK 2 WALLS 1-4 SCALE= 1/4' V-m' REF.SHEET: E4.1 15T FLOOR IDF S.W. RACK ELEVATIONS SCALE: 1/2' = 1'-0' REF,SHEET: E41 SCALE: NTS (DETAIL) SM.9LM IBAY sM VAIN lever Qt 5/18/99 CONST. SET SY.PAICN mAY CAM MAn MWE PA,N mAY DOUG BORS veEE UNISTRUT BRACING TO BILL VAN VLACK, PE CABLE MAY(TYP) ED SANTOS F.O. INNERDUCT TYP. ,®•, VERTICAL CABLE MANAGEMENT CPI #11729-503 TYPICAL n LADDER RACK LADDER RACK ^* 12 LADDER CK o �, aY t EYANA®IO1T MIPE MWW3IUIT ��pp pp��(( f� Y O M M ANAGELLIENTBCPI a $pjJCE de FUTURE 11729-503(TIP) CABLE TR Y p PATCH SHELF `tr^ 1 MGE MARMAMS1T WRE u0N.. �pf• y/ HUBS PB% 24 PORT S —SINGLE MORE FIBER ~� CA MAY , HUBS PBX 24 PORT MM:MULL MODE FIBER 2" LADDE ACK MIT qRE MMIAM T PBX 24 PORT n Y HUBS FUTURE ,ram 22019 �A�, HUBS FUTURE .W �,r�'vAczsTea�'l" OVAL flD YMF YA311X1 MRE MAWI£YFNi f LEC. 3 48 SRUKN z4 PWT STAIM 24 PWT O z qp s WO 1 � 9rATW 24 PWT STAIN 34 PWi 147 N STAI 24 NNO STAN n 24 PWT j 1 vAlKN 24 MT- n.1nN 24 PWT SAMH24PWT SiATN4PtlX EQUIP. RA K COMMUNICATIONS ^ ��� rL" SiAT%M! 2 24 PWi 8TA1 PWl /�/ mnN_24WTI RTA.,%n 2,PWT DETAILS SHEET 2 �_ 98060 WALL I WALL 2 WALL 3---- WALL 4 __ U y6 AWG TD FEBRUARY 9, 1999 GROUND BAR Tx19' Tx19" (TYPICAL) FLOOR N7651 " RACK 1 RACK 2 AS NOTED 15T FLOOR IDF S.E. ROOM 16T FLOOR IDF SE. ROOM ELEVATIONS PLAN VIEW IST FLOOR IDF S.E. RACK ELEVATIONS WALLS 114 F4.4 SCALE: 1/4' = 1'-0' REF,SHEET: E4.1 SCALE: NTS SCALE: 1/2' = 1'-0' REF.SHEET: E4.1 ��CTm� 051899 m McIxTHUN I r'I°ITp �.1"..e.o 41 Ise+y a / SPAKLING C ELECTRICAL 4"E1PCiRICAL tY LADDER RACK JUNCTION JUNCTON MN"'•!` BOX tYPICAL Box 1mcAL 202 \�\ \\ f \ ELECTRICAL ENGINEERING, LIGHTING DESIGN@ �} �J TECNNOLOGYCONSMLTWO 7200LIYE WAY•SMITE 1100 OWNERS OWNERS OVMERS OWNERS OWNERB OWNERS OWNERS O'MiERS r - ? �. - YYY""" SEATTLE,WA 98101-I 8S9 ATA NE PTA NE DATA NETWOR DATA NETWOR DATA NETWOR ATA NETWORKDATA NETWGR ATA NE ' 2D, 'X <-` ; { r�r�n- FAX 206-667-0554 Ep(IIPMENT EQUIPMENT EOUIPM NT EWIPM[NT EWIPM[NT EWIPMENT EWIPM�lIT EDUIPM[NT ' K v PHONE 206-667-0555 (N.IG) (N.LCJ (N.'C (N.In (N,LC.) (N.LCJ (N.Lt.) (N.LG) L - 1� �-*yi' � I ( IS irAL LMA 13 5 C� =py. L �• h t U�� i I A✓ \ �(— :�w — V c�/// zi if \\\DN I / H O CD WING TO �QRWND BAR \ ' ^ W J'x 4' T 4 Tx 4 7'x 4 J'x J'x24" 7'x24" Tx24' (TYPICAL) FLOOR — I Z DATA EXPANSION DATA EXPANSION DATA EXPANSION DATA EXPANSION g DATA EXPANSON DATA EXPANSON a DATA EXPANSION a DATA EXPANSION �iA CABINET gi CABINET#2 CABINET #3 CABINET A4 CABINET/5 CABINET 06 CABINET dJ CABINET y8 O vn LLj W 2ND FLOOR MDF ROOM Cn DATA CENTER PBX ROOM RACK ELEVATION (TYPICAL) PLAN VIEW Q = SCALE NTS SCALE: 1/4' = 1'-0' REF.SHEET: E----T `TT' W 1 F� J O W Q - 1 V 4 12' LADDER RACK �\ _ E/ nupir I L-J L_J 1 I I I i L_J L_J 12" LADDER RACK I I I I L_J L_J I I I I d .. L_J L_J I I I I L_J L_J 1 L_J L_J 1 1 L_J L_J 1� WALL 1 + WALL 2 WALL 3 WALL 4 WALL 5—+ WALL 6 4 WALL J WALL 8 WALL 9 WALL 10 WALL 11 WALL 12- Q1 5/18/99 CONST. SET 21ND FLOOR MDIF ROOM ELEVATIONS DOUG BORS WALLS I-I2 BILL VAN VLACK, PE SCALE: 1/1' = 1'-0' REF.SHEET: E----T ED SANTOS > r m s 8 V 8 y �oPM eSy G I EXPIRES f2-fI-4040 m 3 COMMUNICATIONS DETAILS SHEET 3 98060 u FEBRUARY 9, 1999 p7651 i AS NOTED E4. 5 05,899 MITHUN ( �) as RT NE R.. nnnuE uw SY AIYE 1RAY Ipv=1 P SM.PARH SUIT [elr[cro p¢ ualaul UEf==E SY PAr01SUIT.. M.E Y@E PARR W.Y IXIEVIOv.a YlaX ,GAW UN STRUT BRAONO TO S P A K L I N G CABLE TRAY(TYP) F.O. INNERDUCT TYP. VERTICAL CABLE MANAGEMENT M 111729-503 TYPICAL ELECTRICAL ENGINEERING. 12 LADDER CK LpNTMG DESIGN E, TECHNOLOGY CONSULTING MANAGN PRE MANACDIENT LADDER RACK LADDER RACK E VERRCAL CABLE 720 OENE W Av.B VrtE 1100 SM. &M.M MANAGEMENT CPI SPLICE k NTURE 11]29-503(TYP) SEATTLE.WA G6101-1653 PATCH SHELF FAX 206-66JO554 MC MNIAI{LEMT MAE MAN p PHONE 206-66J-OB56 HUBS PB%24 FORT" S :SINGLE MODE FlBER AL HUBS PBX 24 PORT M M.-MULTI MODE FlBER CAB TRAY NRE MANAGEMENT- PB%24 PCRT LL / R HUBS FUTURE \J HUBS FUTURE Z ENE uRxnM'XIOI EEE MANASMENT - v t VTOL N IGR SIATgI N bf! a HAT N POP STATXN N APT C 2t0 LC JX STATKN 24 FST TG N NWT 2) nnmx N PST SGTIOI N APT O DOOR v, SPAIICM 24 P00T SGTg1 N POP WATCH 24 PMT STAIKN N PGIT LADDER N nATW 2A P[NT sTAIKN N PXC EWI RACK Z RACK O 1ALL (N C/� �r 211 CR ��88 AAc TOI-I inWl�;AR ^ -___ - I -- _- T 7x1 ( FLOOR WALL 1—� 'WALL 2--.�—WALL 3—+ WALL 4--� / Z — RACK 1 RACK 2 1 O v� Q CC co 2ND FLOOR IDF WEST ROOM 2ND FLOOR IDF WEST RACK ELEVATIONS 2ND FLOOR OF IDF WEST ROOM ELEVATIONS Q PLAN VIEW SCALE: NONE WALLS 1-4 'Q = U) SCALE: 1/4' = I'-O' REF,SHEET: E4.2 SCALE: I/2' - V-O' REF.SHEET: E42 U W F'_ U:) u L •_�� 0 � Q 1 i V Q i - UT BRACING TO CABLE Z CABLE MAY(TYP) I. V F.O. INNERDUCT YP, VERTICAL CABLE MANAGEMENT CPI #11J29-503 TYPICALCA 12' LADDER CK (2) 4• CONDUITS - NNUMIAENT -ummSG axT LADDER RACK LL/ S.M. &M.M MANAOF1AENTTT CPI SPLICE & NRIRE i1J29-503(TYP) 1ATG1 SHELF`nI UU`\.\ aEE MANAPEIFIIf aEE WC VTOL`nl� ` � HUBS PB% 24 PORT S =SINGLE MODE PEER I S H G W E;IR HUBS PBX 24 PORT M M.=MULTI MWE FlBER CABLE TRAYRE RESS ,IF 230 - AE[MAMMEMEMPB%24 PORT _ HUBS FUTURE HUM NNRE - j MRF 2.NET-N MfT YM MRE 4.wAT[ 11 nA1 STAINP N N.APl ZL nATMI M FuT nATM N NET DOOR O STATCH N FG11 SrAIIGI N RAT"Y 2 S VA"N Par STATXN N PaT DOOR p n..N PSI ...NPMf ' 1 4 o nAtla N Pam SnTON YA Par t 5/18/99 CONST. SET 41 235 sTAIIw N RX sTATnu N'GtT& EQUIP. RA DOUG BOBS BILL VAN VLACK. PE 2E 0DRDUITS A " TO D SANTOS 1ST R 2388 c�Al.j 1 Yxt HOOK WALL 1 WALL 2 WALL 3 WALL 4 WALL 3 WALL 6 N RACK 1 RACK 2 m 2ND FLOOR IDF SOUTH RACK ELEVATIONS 2ND FLOOR OF SOUTH ROOM ELEVATIONS 2ND FLOOR IDF SOUTH ROOM WALLS 1-6 WALLS 1-6 1 W D PLAN VIEW SCALE: NONE SCALE: I/2' = V-O' REF. SHEET: E4.2 e I SCALE: 114' . I'-0' REF.SHEET: E41 � ssaTs 1. n '�z_A@ine2t' u 4LS/ANAL�'N EXPIRES IP—p-2C00 F J COMMUNICATIONS DETAILS SHEET 4 98060 FEBRUARY 9, 1999 7651 AS NOTED CONSTRXTM WT E4.6 051899 m, MI"CHUN .. . . n . .. o.rvE..Y WESTW21 SPARLING OF ROOM 2 DATA ROOM 202 I 12 STRANDS 12 STRAND MM ELECTRICAL ENGINEERWG FO CABLE SECOND FLOOR LIGNTIVG ossmN& TECHNOLOGY CONSULTING 720 OLIVE W AY-SUITE 1 100 SEATTLE,WA 961 O 1-1859 FA[206-667-0844 PHONE 206-667-0555 12 STRAND MM V TO CABLE Z w 12 STRANDS V/ [12 STRAND MM C FO CABLE12 c ��- TO C BLED NM�� /A CD il F1 >- W •ZT _�_ _ _ FIRST FLOOR U, O ///i//> COMM/IDF COMM/IDF 12 STRAND MDF COMM/IDF i COMM/IDF CLOSET 104 CLOSET 132 MM TO CABLE DATA ROOM 121 CLOSET 144 CLOSET 143 co C LLJ MULTIMODE FIBER OPTIC CABLE DIAGRAM I= oC J = O Q V W Q Z V 4 Z C!� I 100 PAIR 150 PAIR Rr WEST COMM/ COPPER CABLE COPPER CABLE OF ROOM 212 DATA ROOM 202 J�JJJTTT��� --- JACK' LP�ELSj I � `PANELS -- SECOND BOOR -- --- -------- — I Qi 5/18/99 CONSi. SET DOUG BORS BILL VAN VLACK, PE ED SANTOS EBA A Nr n COPPER CABLE em 100 PAIR IM PAIR 7 COPPER CABLE i 50 PAIR BOO PAIR COPPER CABLE lPM g G COPPER CABLE A ACK tl 66 JACK JACK PANELS TQ\'AL�'� a NLS PANELS BLOCK PA E EXHFES I2-II-xwo 10 FIELD FIRST ROOK 0 i CLOSET 1 CLOSET F MDF CLOSET I CLOSET F Comm. 4 CLOSET iO4 CLOSET 132 DATA ROW 121 CLOSET 144 CLOSET 198 RISER i DIAGRAM 3 98060 COPPER CABLE DIAGRAM FEBRUARY 9, 1999 7651 NTS�4 CCNSTRUCTME4.'7 051 R99 A,B.C.D A,B.C.D A,B.C,D A,B,CA m G MITHUN It { H Ye eYf IE elEe DOOR 125 REX ES DS K K DS ES REX DOOR 133B DOOR 235 REX ES DS K K DS ES REX DOOR 243C nrtea.I Eez oxrE es B -SN C C-240 In.ea Nv ev sl ox DS DOOR 249 S PA KL I N G SCP SCP 235 .}t 1058 p ELECTRICAL ENOINEE.INO, LIONTINO DESIGN& TECHNOLOGY CONSULTING F 720 OLrvE WAY•SUITE 1 100 SEATTLE,W A 98 10 1-1933 FAX 206-66T-0554 PHONE 206-667-0533 A,B,C,D A.B,C,D A,B,C,D A,B,C.D C-SS C-WE U Z DOOR 100 REX ES DS K K DS ES REX DOOR REX DOOR 21M RE% ES OS K K DS ES REX DOOR 202 B B B V! DOOR 103 OS DS DS DOOR 104 DS ES DOOR 201 B MP a MP B W Z DOOR 101 DS 105C IDS DOOR 106B 212 DS ES DOOR 200 O ''^�^ Ire V! CD /�� UJ Z F 'Lu^ Q A,B.C,D A,B,C,D A,B,C.p A,B,C,D Q _ 1 = vJ 2` .^. II— DOOR 108A REX ES DS K K DS ES REX DOOR 1088 DOOR 159 REX ES DS K K DS ES REX DOOR 142 f� C/J c E E E - E J O Q � V COMMONS E M M COMMONS S WRIST SOUTH M M WRIST EAST SCP E SCP E M MIST SOUTHEAST C-134 C-106B T Q Z 1050 144 WRIST NORTHEAST M y CA) F F T. A,B,CA A,B.C,D A,B,C,O DOOR 121 REX ES DS K K DS ES REX DOCK 1378 DOM 134 REX ES DS K ES REX DOOR 139 NA nm C-108A C-1088 8 /^ E DOOR 120 DS ELBOW NORTH M ELBOW SOUTH SCP :oE 105E ELBOW WEST MtOSN ELBOW EAST Qt 5/18/99 CONST. SET F DOUG BORS ACCESS CONTROL RISER DIAGRAM BILL vAN VLACK, PE ED SANTOS C-116A C-120 BVV CABLE LEGEND IS F i — (———]]I MARK 0 DESCRIPTION CABLE 2o V A K CARD READER A/C - #22 SHOWED ♦ G - I B DOOR svnrcH z/c — i22 /ONpL klRE 0 C ELECTRIC STRIKE 2/C - #18 [xwa[s 13-1i-2ao ROOM t25 0 REQUEST TO EXIT 4/C - #22 I ACCESS CONTROL/CCTV RISER E O MOTION DETECTOR 4/C - #22 I DIAGRAM ('��^I I�J v 98060 n F CAMERA (SIGNAL) RG 590 FEBRUARY 9, 1999 CAMERA(POWER) 7651 C (TO NEAREST COIM CLOSET- 2/C - #18 — _ Ej< PROVIDE 15 UNTERMINATED COIL) NTS CAMERA (POWER) 2 - 2 CCTV RISER DIAGRAM H (SEE Et Q) E4.8 UCTiOtJ SET 051899 M Ip T HgU N .....I it S PA RL l G - — - - -�_ ELECTRICAL ENGINEERING, II f iI LIGRnrvG DESIGN n 1F K CONDUIT II� TECHNOLOGY CONSULTING HOME RUN \�,{ ( TO DATA ROO T ft RUN 1L CONOUIT I' I TOO DATA ROOM seATTLE, 6 56101-,e53 STUB OP INTO T r r — }� (' It PHONE 206-66>-0535 CEILING SPACE - - � t 9TUB UP TO e r- '- .. . G ___ _____ _ (J) 1 CONDUIT F _____(3}}CONDUIT - - F93 ND-- ) i"CONWITFD2E' }) Ia`CONDUIT FB4L.. ILING AOE 11 tl--_ j) ` V CE _ 1 / Cg1DU4T 4I t 9 Z � TM. 9� 6' 6 w 12 12, I Lu O FA GC - I ' uj ^ r' i - - T c/. v! 1 _ Z FURNITURE VIEW A F URNITURE VIEW B W � zg: VIDEO CONFERENCE RO OM 106 A/V INFRASTRUCTURE VIDEO CONFERENCE ROOM 106 A/V INFRASTRUCTURE ¢ U � LLI Y' Z ''^^_ H v/ cc el- c.-) wM ¢ 2 ) Z ¢ f / ff.) ,R SCALE 1/4'•i'-0' STUB UP INTO Z CEILING SPACE F/l./99 fONST GFT --------------- O.mG.�BORS FS5 4. NATHAN THOMAS �NATHAN THOMAS BRADY MCCOY Cj � V o Q � ` I A G YY m .._ ��bISPEriP��x - /ONAL4 (exalrels la-n-zoau FLAGNOTES: o © COMBINE PD,NER/DATA/AV CONNECTIONS. VIDEO CONFERENCE ROOM`, VIDEO CONFERENCE ROOM 238 A/V INFRASTRUCTURE A/V INFRASTRUCTURE SCALE:1/2"=l' FLOOR PLAN NOTES: i 98060 i PLEASE REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR •FEBRUARY 9, 1999 COORDINATION WITH OTHER TRADES. m7651 AS SHOWN i CONSTRUCeT6Ote9 SE7AV101 051899 J.r Illl MITHUN aafii xc xfi �Y Is olee n+lzeelzzze roes SPAKLING ELECTRICAL ENGINEERING, LIGHTING TECHNOLOGY CONSULTING ( � I ]$ATTLVE W AY•SUITE 1 100 S3 SEgTiIErWq 98101-1880 FA%206-669-0554 PNONE208-66]-0555 AIN I LouN&e � I I j ' I � I 14 ctr _WiMEN' �_� s — Ii _D ( , o�y,/ HALL ,I \\ L_r.!-� I I � ' �t —CLQSETuj tL— _ - -- - -- - t f 1— O I/ - - II dNTRY \ Imo/ hIi z Z ! ( III C W Wco Q �,. --\ 73/4* CONDUIT I� rr_ Avs ------------- ------- -= --- ---------------- A< CU Q Z li r--- I- --' - � I I I I I I V d U1 s�a-�uNou�7T W 5 BUP IN J FivL i Z �� I CEILING SPACE 1 III �A ABOVE _ vJOl! Q I Z jk o HALL = v IA` w z) l�Gu9 -I- ---- S� zo I� v f ' III _ �, o C5T 1 �_Js"L'F II I�+ _ _I���.��� III SITOR�- - - - �� �- �-- - ---- i _----- - --� - —�- - ---1-- - ---- - -: — �-� ';— - -- d. III \ 1 -- ---- -- ---- ~ - -- - 9/�tls N/ r - - 1 o DENSE SET _ _ �_. --- - - -� ENTRY LOBBY AND BREAKOUT SPACE AN INFRASTRUCTURE SCALE:1/4--1'-D- DOUG BOBS NATHAN THOMAS NATHAN THOMAS BRADY MCCOY IS 12 12 �1 -an D pµ\37C39 �� "wry "`Z'/SPBF`A' �IGVdL� g LOBBY & BREAKOUT FLAGNOTES: A/V INFRASTRUCTURE �o pl�l 4 GANG JUNCTION BOX MOUNTED IN MILLWORK. COORDINATE WITH FLOOR PLAN a ARCHITECTUAL DRAPANGS BEFORE ROUGH IN. 98060 -� FEBRUARY 9, 1999 NOTES: - 7651 j PLEASE REFER TO ARCHITECTURAL REELECTED PLANS FOR COORDINATION WITH OTHER TRADES1�4 -1 0 i CONsTwcnONffi7AV102 051899 1 � — `I11 MITHUN .. -7— �� {I I � � � r I � I nLPfY�tivv � t11 Uffl fill I13 PHASE 2 PARKING -� ( UUJ - --i._1.� ��_L�` ��I -ram I 1 � LU to I 711 , C ) 0 OLS� EN pR euE WACEOEM a.fmt� �1 1, 1 ro et MOO?di) a eoaON. is l kiHal cANOM CdreACUAAfiON. �I 1� G NA Ell, _ i,LM�_ DIA � 111 MM I m I ,' �, - i � � MIL1�IltnAS5Ck.`IATES,LtD. 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I I i 1 Mmtu.c AccrY'(AT'Pc l'rn a MR FA ,lr}A-3 1 DENOTES 2 SWRCNES. J / I,l/� L A,1 ADO CAtCUliS 10 6 L /FA l }'L y 0 1 �� BILEVEL SWITCHIN CEFA LE TO FA FA f >�T� a Fc a I A C. CA - CE I NY of E9Ti�U4 J 1 FA - CE a -� i/ ��� I lF FA _ I !LIGHTING PLAN Onl lI _ _ _ iI isecoNU LEveL P ZI ,xivJ I'� EcB 'a LOi FN V - o Z9^ - -' May 1090 'b� P�nPNMI[ .. s'AiROu j _ LI.2 M I MITHUN v av nt re ;1e ority vsv s a w.rn.vi ieu� faon .vu �wceer ctrvat ealeeq eu ew 'e....ov evnea MM NOTE: 13 f P,NECISE PLICE07 tO 8� DETERMINED 9Y ARCHITECT AND LIGHTING CONSULTANT - j � 6N SHE. 14 EHE EHE OCC ! w EH ENE I W CJ7 �-- - - w DCC ac LHF Q LU CIO J I C© � O Z Cf> U �C 1 I I i I I i I 777 ' M t J.MILLER&ASSOCIATES,LM. I � u¢envx u:.�ne..e scm.wr,w TROOP LEVPL _ (LIGHTING PLAN i I F - - - - - - FUTURE �qq p 6yf, RE NON-SLOTTED PIPING ��r - - - - F L 13 FUTURE SLOTTED PIPING - - _ - - I v J F118RE L Z 13,69peq.R _ rJ SLAB T19ClGMHS A V J ROW..PER PLM GLUED LWER SEPIA C C CONNECTION FOR - - - Lu CONNECTION FOR 00 NOTES: FUTESS CENTERUPIPINGRE N UN I (TO BE SURVEYED ED � NTM - - 1 og'WER ., • DEM Ex AND BURIED BE SPENDING NIXTItAC ORTH BUILDION ING sue q AEA - �. "DUI scemuLE r �O o PIPING TO ENTER BIKE STORAGE ROOM THROUGH 4'-4" AND BURIED PENDING �./ J x 6 FLOOR CUT-OUT PRIOR TO CONNECTION Of COMPLETION PR PUN AT MANIFOLD PIPES TO MANIFOLD. PIPING TO TERMINATE NORTH BUILDING ) w mN PW WE u W Z AT MANIFOLD (S-INCH INTERIOR WITH TEES AND PLUGS) COMPLETION) KNEW GLADE uj CD ALONG THE EAST INTERIOR WALL OF THE ___ BEaI NOTE: PERFORAmRIS OF PIPING WER(eg. O = BIKE-STORAGE ROOM. MANIFOLD TO H LINER DETAIL AIL WOM VNWOU cRntt RENO M. RUN)SHOULD BE SEALED USING TO ONE 2HP 100-200 OEM REGENERATIVE BLOWER, 1 CMswDCT" APPROPRIATE GLUES OR FABIINGS. V3 WITH KNOCKOUT, P/V RELIEF, SILENCER, STAND, AND II I =_ MCS. Lm 1 Pm = W MOTOR CONTROL BOX, MANIFOLD BLOWER AND N II II II II II 1111 Ill EQUIPMENT TO BE CONTAINED WITHIN EXPLOSION II II II D II II PROOF CABINET. EXHAUST FROM BLOWER TO _ 11 I/ _ - EXTERNAL ROOF STACK --11 -=== - -- - TLu 0- W _ y II ii ii II \\\�i II / II II �— PIPING TO DE PLACED IN COMMON TRENCHES AS �; 3V4..ASINED BOOK - - -- ---- - O \\ // II II I CAPIUA BWRH SIRUGTIPIE STAB � C) SHOWN IN DETAIL EXCEPT WHERE SEPARATED BY ( I I I mP I ranLwrr�� GRADE BEAMS PARALLEL TO PIPING RUNS. II I®) A'I rnA I'N II II Z CIL- c LEGEND --- ` — - I'I_- - n1 . `rI TI �BH V Q SLOTTED EXTRACTION PIPING v, (25 INCH SCH 40 PVC) 3 - _ -- 1 f .Ff�s' .T t„` :.. RMJDNOF r f NON-SLOTTED PIPING MCS.T -- -D MCS.14, r� `ram' �� _ / _ /\ (2.5 INCH SCH. 40 PVC) II_ _ 12' 2t'smrm n ,.a ss•sm.w we svtt�w NON-DEAF.PIPE ,. _ FOUNDATION GRADE BEAMS PH PUN B UO aoq x s m xn e WRAP mm VmNBLE SmJcT PER STRUCTURAL DRAWINGS it ..s��d muE rvaBm PH CRISNNCfION II 'MD1N wins VARIABLE� SEE NOTE NOW 1RENG1 WIDTH 12'FOR SIIRAE SLOTTED PPE EXTRACTION PIPING TRENCH MON NON-P E PIrc Is ALSO PRE SHE IN RA II \ WIDTH 6Y 2 WE CIHE IS LSO FACH C —_--- 2 CRO_SS—SECTION DETAIL NON-SLONED PIPE IN TON, -.'. �Il� /� 11 q 1!' II -. /II\\\Jl 11 mil/ It 11 ._ _.. — - III _ -_ __ —_-- IN TRENN UOUS \\ �.I�1.�7 111 I11 11 11 PIS RUN AND ClPNA4f STRUCTURAL SLAB �IJC_N 1 K" � 1 B J 11 '"Ir_`l1�!1ii I11��IIII � �• 11 �r II j1 11 111 24. ER It i SCHFDUDUMB P¢ // 11 it It11 it p --nC\ 11 11 u ki BG 12* s. .�:' . ._ DAASWG VAPOR GEOWLE AT NOUN V/AVIAE PIPING BASE OF PIPRIG PER CONs1AUC11ON RUN ROBS PIPE TRENCH — GRADE T RWRETED _ s BEAM CROSSING DETAIL MCS.1 eo8�AAR/Sp � s�i+rt9 W o`Ff�RraR�6\�� METHANE CONTRCIL SYSTEM ' BeaD.oD k~ MAY 18.1888 MCS.1 BID SET CB C CD C C e. C CJ u. C C a. m I.INSTALL NEGATIVE AM POSITI`/E HEADER GABLES IN A COMMON PVC CONDUIT SYSTEM. 1610 16ti0' M10 M dw 1 w'd 2" _. C1 2.RECTIFIER UNIT IS TO BE MOUNTED ON THE EXTERIOR Y1ALL INSIDE ROOM 100,BIKE _ "—,-,— - --— 3 M 6ETERAL,ANODES SHALL BE LOCATED CDITcRED BETYEEII PILES,PRLNIDIN6 EGUPL M,:T H U N I B I SEPARATION FROM 1EAR6Y PILING. ! I I I II @old • —„ •., •.' ., ••, I.' —� ,T "• : — -wp CATHODIC PROTECTION SYSTEM LEGEND I I I I I I I; a.1 vz CANISTERANOVE n _ _ ', �' I .' \< `` f- 1I I I __ -_- - -'-T REFERENCE HALF CELL W l I 1— -- - 7Q TEST STATION 3CO ;�� -� -' Ca ■ 1FTE YELD CONNECTION ir�z az w / O SPLICE HEADER _ 52 � ,•; � L _ � - ' -- ®—'mo _� v IE6ATIVE BgTD CCAABBLLEF1 fA�P CABLE — C cW OITVE ANODE MM■..�V W Z - -- -.7 5 T o co lit, ! III I j . Jco ¢ _ UJ --------------- .—.—.—.-- __ —.—.—_—.---- 53 — m— 'U h Z o— V Qz sa ' F ,► i s` IIDIEI i: I ---------------------- i E w o --o- --- /. A _.a 5/18/B8 COMSTRU SET l i ----- - ---- 9 y ---- i 7-7 BAG RF DAAS/DWG 1'I,' 1� ' � DAS/D/DWO Y Y N — tk �1qi — _ FOUNDATION PLAN o CATHODIC PROTECTION ♦ LTA SYSTEM LAYOUT \,` \ i Mtp / T MAY 12. 1999 2 15�519raCP1 k , 1 b C n— ONSTRUCTION MITHUN I oOs� '\ ruiaeq auanrs � SIDE DOOR .�A. %rnia...a.RP Y/ 1 t-D-S/B'1 � �TI2 L591T'PF TEST'OCAST RECTIFIER UNIT yyEl(� p ''h Q INTO LOVER 1 --- CAST IRON RING WITH LIFTING SOCKETS PROVIDE ED VOLT 10 AMP AC., PHASE 6RADE T 1-1/2'. THERMITE WELD TYPE VN OR VF v IINGIDE OUTSIDE� I FROM A DEDICATED SPEAKER CONCRETE FLOOR I 14'4 STEEL PILE OP-, Z Io "12�' I I 6RADEQCONCRETE{2 AWG TYPE8'4HMW/PE CABLC QTHERMITE WELD TYPE VG g EY8 SEAL BROOKS BOX MODEL 1RT [TWO WAY] _t W 8-J/4'4 CABLE WARNING m E APE .I}— �ANOOE LEPD WIRE 1-114'4 RG8 CIXAUTf t Y4 PVC CONDUIT FLOOR BODY WT.54 LBS TAP CABLE PHENOLIC TEST BOARD ANODE SPLICE {2 AWG TYPE HMW/PE C > Z "DOE ASSEMBLY C/-1- v T MIN, P. W /O TY IP RING TERMINAL(TYPICAL) 2 V AN CAST IRON ODE T4 PVC COHOUIT COPPER TERMNAL Po8T 5 NEGATIVE CIRCUIT HEADER CANQMBLE HEIIGHTL�IM32'1 N TERMINAL LEAD D {1 AWG RHW ryT11TEJ / 1 O '^ WIDTH RN]•24' 1 TEST LEAD WHITE �C_/ V 2 HALF CELL BLUE COKE DEPTH IDI.18' 3 IR FREE SENSOR RED 8�BOND CABLE SPLICE Q SIDE DOOR IS)•15' SPARE i . . , WEIGHT.185 LED 5 SPARE T�DE� -s 65 NOTES: Q -CC 1.PROVIDE BONDING STRAP BETWEEN TERMINALS I AND 3. T 2.PROVIDE 5 TERMINALS MINIMUM. W i^ ''Li^^ Lu �MM VJ R..E_ O Z CL_ U � Q ANODE INSTALLATION DETAIL RECTIFIER INSTALLATION DETAIL TEST STATION DETAIL TYPICAL PILE BONDING DETAIL :�U � 2 L � SEAL WITH MASTIC STRIPS p EPDXY AND ELECTRICAL TAPE -- TYPICAL ALL CABLE EXITS C 3' WIRE TIE LEAD WIRES AT 10 INTERVALS TAP CABLE s GRADE BEAM FILLING SPOUT V 00 NOT SPA z � o - TEST LEAD WIRE z n C HEADER CABLE z a 6XW1 oS K 12 AW6INMR[ WREI !0=CT W D` �J TYPE VG TYPE VN \ ^/ (WcaR Pn k !\ I Q 5/18/09 CONSTRU. SET BACKFlLL HALF CELL AND COPPER COMPRESSION CRIMP IN SENSOR WITH CLEAR FINE NATIVE BACKFILL k SPLICE KIT MOLD THERMITE WELD NOTES: iKPY1ie P� reeuxe A1Wr ffi I DO NOT OUT THROUGHHEADER CABLE fANWCTOR 2 E . STARTING POWDER 2.EXPOSE ONLY SUFFICFICIENT CONDUCTOR TO OV COMPLETE CONNECTIONKIT . J.EPDXY STYLE SPLICE K SHOWN.APPROVED HEAT SHRINK SHRINK SPLICE WERE KITS ARE ACCEPTABLE TO MAINTAIN SEPARATION N WELD METAL . NOTES• FROM THE HALF CELL ANODE SPLICE KIT DETAIL 1,EACH BOND CONSISTS OF TWO PARALLEL CABLES SPACED 9-8'APART : 2. REMOVE ANY COATING IN Jk3'SECTION S FILE TO BRIGHT METAL BG 3.WELD BOND STRAP TO PIPE MING COPPER SLEEVES INS REOUIREDI WELD METALS A LR.FREE SENSOR SMOG FOR E SLAG FIR AN WI EESIZE SING BONDED. RF METAL DISK 5.APPLY MASTIC FILLED'HANDI CAP OVER WELD OR APPLY A PRIMER 8 TAPE COATING. CP_I 8.BACK FILL CAREFULLY TO ENSURE MORE IS NOT BROKEN OR DAMAGED. DAS/DWG R.H. TAP HOLE TWO LAYERS OF RUBBER TAPE FB WITH SOX OVERLAP 4'ro 8'SEPARATION \ MASTIC TAPE `HALF CELL WELD CAVITY VINYL ELECTRICAL TAPE HEADER CABLE Q. COPPER SLEEVEbJ WIRE I 2RRRR (W4 NOTES: 1 CLEAN WELD AREA TO BRIGHT METAL. 2,WELD CABLE TO STRUCTURE USING'CADWELD OR APPROVED COPPER COMPRESSION CRIMP j EOIJgL EXOTHERMIC WELD. J.COAT B IL D FROM WELD AREA AND TEST FOR ADHESION. CATHODIC PROTECTION 4.COAT WELD WITH APPROVED COATING' CATHODIC C PR CTI TAP CABLE NOTES: SYSTEM I.DO NOT CUT THROUGH HEADER CABLE CONDUCTOR..PYPE VS SHOWN 2.EXPOSE ONLY SUFFICIENT CONDUCTOR TO COMPLETE CONNECTION. L I ETNLS AJ 1 3.APPLY ELECTRICAL COATING OVER RUBBER TAPE. _ HALF CELL/I.R. FREE SENSOR 08060.00 MAY 12. 1000 INSTALLATION DETAIL THERMITE WELD DETAIL BOND CABLE SPLICE DETAIL TYPICAL BONDING DETAIL S5'Q-cP2 CONSTRUCTION /'1 71® SET c`-1 IV Y cP-1P-1