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Permit D2000-317 - INFLOW DATA CENTER (NEVER ISSUED)
D2000 -317 INFLOW 11621 E. Marginal Way S EXPIRED PERMIT NEVER ISSUED MISSING RECORD Reid iddleton Date: November 17, 2000 To: Project: Segale Bldg 931 -A File No. 26-00-005-028-01 Enclosures: No. of Copies Remarks: 728 134th St SW, Suite 200 Everett, WA 98204 425/741.3800 (Fax 425/741 -3900) Brenda Holt City of Tukwila 6300 Southcenter Blvd., Suite #100 Tukwila WA, 98188 Review stamped plan sets From: Deena Snel cc: Description TRANSMITTAL MEMO Action Requested: None ® For your Records ❑ For your Signature ❑ For your Review and Return ❑ Other: Date Required: 7 U , C) rn CO w 0 g J; • W Q; H W' 1- 0 Z H; LLJ 'D O 10 N 1 ; 1- U N} z November 15, 2000 File No. 26 -00- 005- 028 -01 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review Segale Building #931 -A (D2000 -318) Dear Mr. Griffin: We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. We have no comments. Enclosed are the drawings, structural calculations, geotechnical report, and correspondence from the engineer for your records. If you have any questions or require any additional clarification, please call. Sincerely, Reid Middleton, Inc. on Emoto, P.E. an Review Engineer jsa\ 26se\ planrevw \tukwila \00 \tO28.doc \jhe Enclosures cc: Mark Hancock, Segale Business Park Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, Washington 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 0 0 0 OND company Architects & Engineers i ARCHITECTURAL /ENGINEERING FIRM 2635 Century Parkway Suite Eight Plundred Atlanta, Georgia 30345 (4 0 4) 6 3 3 - 8 9 9 8 Fax : 6 3 3 - 7 2 1 1 DIRECTIONS TO SITE NOT TO SCALE SITE LOCATION MAP I N F L O W Uptime all the ti SITE 11621 EAST MARGINAL WAY FROM (SEA - TAC AIRPORT): EXIT AIRPORT TO 5 170th STREET. TRAVEL TO THE INTERSECTION WITH INTERNATIONAL BLVD. AND TURN LEFT. TRAVEL ON INTERNATIONAL BLVD. UNTIL IT BECOMES PACIFIC HIGHWAY (WA 99). CONTINUE ON PACIFIC HIGHWAY TO THE INTERSECTION WITH 5 130th 5T. TURN RIGHT ONTO 5 130th 5T. AND TRAVEL TO THE INTERSECTION WITH MACADAM RD. TURN LEFT ONTO MACADAM RD. TRAVEL OVER RT. 599 AND IMMEDIATELY TURN SLIGHT LEFT ONTO INTERURBAN AVE. TRAVEL ON INTERURBAN. AVE. UNTIL IT BECOMES E MARGINAL WAY. CONTINUE ON E MARGINAL WAY. BITE 15 ON THE LEFT JUST BEFORE CROSSING THE RIVER. SITE ADDRESS: JURISDICTION: ZONING DESIGNATION: SIZE OF EQUIPMENT YARD: A51.1 AD1.1 AO.1 A0.2 A0.3 A1.1 A1.2 A1.3 51.4 A1.5 A1.6 A1.7 A2.1 52.2 A2.3 A2.4 A3.1 53.2 A3.3 54.1 A4.2 A4.3 A4.4 A5.1 A5.2 A5.3 A6.1 A6.2 A6.3 A6.4 A6.5 56.6 A6.7 A6.8 A6.9 A6.10 _A A5 SITE INFORMATION DRAWING INDEX GENERAL T1.0 COVER -TITLE SHEET ARCHITECTURAL 11621 EAST MARGINAL WAY, TUKWILA, WA 98188 CITY OF TUKWILA MIC /L MANUFACTURING/ INDUSTRIAL CENTER - LIGHT DISTRICT APPROX. 3,300 SQUARE FEET OVERALL SITE PLAN DEMOLITION PLAN FLOOR PLAN WITH EQUIPMENT YARD WALL PARTITION PLAN - NORTH WALL PARTITION PLAN PARTITION PLAN - NORTH PARTITION PLAN - SOUTH ENLARGED RESTROOM PLAN ELEVATION DESIGNATION 4. MILLWORK PLAN NORTH ELEVATION DESIGNATION 4 MILLWORK PLAN SOUTH DOOR SCHEDULE PARTITION AND MILLWORK PLAN LEGEND, NOTES AND KEYNOTES REFLECTED CEILING PLAN - NORTH. REFLECTED CEILING PLAN - SOUTH RECEPTION AREA REFLECTED CEILING PLAN REFLECTED CEILING PLAN LEGEND, NOTES S KEYNOTES POWER /COMMUNICATIONS PLAN - NORTH POWER /COMMUNICATIONS PLAN - SOUTH POWER /COMMUNICATIONS PLAN LEGEND, NOTES 8 KEYNOTES FINISH PLAN - • NORTH FINISH PLAN - SOUTH ENLARGED RESTROOM FINISH PLAN FINISH PLAN LEGEND, KEYNOTES AND SPECIFICATIONS FURNITURE PLAN - NORTH FURNITURE PLAN - SOUTH ENLARGED FURNITURE TYPICALS, NOTES AND KEYNOTES ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS EXPIRED 317 TM o\ ARCHITECTURAL - CONTINUED A7.0 A7.1 A7.2 A7.3 A7.4 A7.5 A7.6 A7.7 A7.8 A7.9 A7.10 A7.11 A7.12 A8.1 A8.2 PARTITION SECTIONS DETAILS DETAILS DETAILS DETAILS DETAILS DETAILS DETAILS DETAILS DETAILS DETAILS DETAILS RAISED FLOOR DETAILS ROOF PLAN ELEVATIONS STRUCTURAL 51.0 MECHANICAL STRUCTURAL FRAMING PLAN 51.1 MECHANICAL STRUCTURAL FRAMING PLAN 51.2 ROOF FRAMING PLAN - NORTH 51.3 ROOF FRAMING PLAN - SOUTH 52.0 DETAILS 53.0 SCREEN WALL DETAILS 54.0 GENERAL NOTES MECHANICAL M1.0 MECHANICAL GENERAL NOTES, LEGEND 8 M1.1 PLUMBING GENERAL NOTES, LEGEND AND M2.0 MECHANICAL SCHEDULES M2.1 MECHANICAL SCHEDULES M3.1 PLUMBING PARTIAL PLAN - NORTH M3.2 PLUMBING PARTIAL PLAN - SOUTH M3.3 PLUMBING 150 AND SCHEDULE M3.4 HVAC PARTIAL PLAN NORTH M6.1 HVAC PARTIAL PLAN SOUTH M6.2 HVAC SEQUENCES OF OPERATION M7.0 ROOF HVAC PLAN M8.0 HVAC DETAILS M8.1 HVAC DETAILS CODE ANALYSIS AND GENERAL INFORMATION CODE SUMMARY (PER 1997 UBC WMTH STATE OF WASHINGTON AMENDMENTS) CONSTRUCTION TYPE: OCCUPANCY CLASS: OCCUPANT LOAD: ALLOWABLE AREA: TOTAL BUILDING AREA PER FLOOR: NUMBER OF STORIES:, TOTAL NUMBER OF EXITS PROVIDED: OCCUPANCY 15T FLOOR - OFFICE: 15T FLOOR STORAGE: TOTAL OCCUPANT LOAD: OTHER APPLICABLE CODES AND STANDARDS: NFPA 101, LIFE SAFETY CODE, 1997 EDITION NFPA 241, SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS. NFPA 251, TESTS OF FIRE ENDURANCE OF BUILDING CONSTRUCTION AND MATERIALS. 1997 UPC WITH STATE OF WASHINGTON AMENDMENTS 1997 UMC WITH STATE OF WASHINGTON AMENDMENTS 1999 NATIONAL ELECTRICAL CODE NORTH SOUTH ABBREVIATIONS DETAILS TYPE III - N, SPRINKLERED UNLIMITED AREA W/ SEPARATION ALL SIDES B (OFFICE) 100 S.F. PER PERSON - OFFICE AREA 500 S.F. PER PERSON - EQUIPMENT AREA 15T FLOOR - 9,498 U.S.F. (OFFICE) + 25,348 U.S.F. (EQUIPMENT AREA) 34,846 U.S.F. 1 95 PERSONS 51 PERSONS 146 PERSONS FIRE PROTECTION F1.0 FIRE PROTECTION LEGEND AND NOTES F3.1 FIRE PROTECTION ZONE PLAN F5.1 FIRE PROTECTION SPECIFICATIONS 4 DETAILS F6.1 FIRE DETECTION - ALARM ZONE- PLAN F9.0 FIRE DETECTION - ALARM SPECIFICATIONS F9.1 FIRE DETECTION - ALARM SPECIFICATIONS ELECTRICAL E0.0 ELECTRICAL NOTES, LEGEND, A ABBREVIATIONS 51.1 ELECTRICAL SITE PLAN E1.2 ENLARGED BITE PLAN E1.3 ONE -LINE DIAGRAM E1.4 ONE -LINE DIAGRAM E1.5 SCHEDULES A LOAD ANALYSIS E1.6 MECHANICAL EQUIPMENT SCHEDULE A NOTES E2.1 LIGHTING PLAN - OFFICE AREA E2.2 LIGHTING PLAN - FIRST FLOOR - SOUTH E2.3 LIGHTING FIXTURE SCHEDULE AND CONTROL DIAGRAMS E3.1 POWER PLAN - OFFICE AREA E3.2 POWER PLAN - DATA CENTER E3.3 TYPICAL UNDERFLOOR POWER E3.4 POWER PLAN -ROOF E4.1 SYSTEMS PLAN - OFFICE AREA E4.2 SYSTEMS PLAN - DATA CENTER E5.1 SITE GROUNDING A LIGHTNING PROT. PLAN 6- DETAILS E5.2 RAISED FLOOR AND ELECTRICAL ROOM GROUNDING E5.3 LIGHTING PROTECTION DETAILS E5.4 GROUND BAR RISER DIAGRAM CRIMP DETAIL 8 NOTES E5.5 GROUND BAR DETAILS E6.1 EPO SWITCH DETAIL E6.2 DATATRAX ONE - LINE DIAGRAM AND NOTES E6.3 DUCTBANK DETAILS AND FIBER RISER DIAGRAM E6.4 POWER PANEL AND WIREWAY DETAILS E6.5 ELECTRICAL SWITCHGEAR DETAILS E7.1 PANELBOARD SCHEDULES E7.2 PANELBOARD SCHEDULES E8.1 SECURITY PLAN - OFFICE AREA E8.2 SECURITY PLAN - DATA CENTER INCOMg{ ETE LTR# NOV 1 0 2000 TURNER SPECIAL PRBIECR BIVIIIAN I N F L O W Uptime all the lime: 936 Bannock Street Suite Three Hundred Denver, Colorado 50204 (303,942-3275 Fax • 942-2003 1 y Architects & Engineers 2633 Century Parkway Suite Eight Hundred Atlanta, Georgia 30345 (404633 - 699 6 F a x. 6 3 3 - 9 2 1 1 0 z W J PERMIT CEN TE EI BY: TP V ER: ERG OB NO: 20256 T0,O1 2000 - ._ 0 a 0 E. MARGINAL WAY SO. III III ( ) 0 PL 463.65' PL 544.81' OVERALL SITE PLAN SCALE: 1" = 30' NOTE: EXISTING PARKING, LANDSCAPING, GARBAGE PICKUP AND EXTERIOR LIGHTING SHALL NOT BE CHANGED. PARKING TABLE REGULAR = 102 HANDICAP = 3 TOAL = 105 EQUIPMENT YARD EXISTING PARKING I II i I I I II I I I LJLJ L. _J Lip TRUCK LOADING SPACES TYP. X 3 EXPIRED D200,0 3/7 GRAPHIC SCALE: 20 0 20 40 SCALE: 1" = 20' 1 N F L O W Uptime all the time. 938 Bannock Street Std. Three Hundred Denver, Colorado 80204 (303/942-3275 Fax, 9 4 2- 2 8 0 3 1ticib 1N Architects & Engineers 2635 Century Parkway Sad. Eight Hundred Atlanta, Georgia 30345 00.633-8990 Fax , 6 3 3 - 7 2 1 1 3 0 DESIGNED BY: JCW REVIEWER: MRM JOB NO: 20256 oo DEMOLITION NOTES: 1. DEMO EXISTING INTERIOR WALLS AND PRATITIONS. 2. DEMO EXISTING DOORS AND - FRAMES. O 0 CD TELCO DEMARC (EXISTING TO REMAIN)' NOTES BY SYMBOL ELECTRICAL DEMOLITION) ALL EXISTING INTERIOR LIGHT FIXTURES ARE EXISTING TO BE REMOVED EXCEPT 3 ALL EXISTING EXTERIOR LIGHT FIXTURES AND CORRESPONDING WIRING, 5 RE -FEED EXISTING HIGH -BAY LIGHT FIXTURES AND CORRESPONDING THE HIGH -BAY FIXTURES LOCATED ON THE PHASE II SIDE OF DATA CENTER. O CONDUITS AND CONTACTOR ARE EXISTING TO REMAIN. RE - FEED EXISTING BRANCH O WIRING AND CONDUITS. CIRCUITS 2,4 4 6 FROM EXISTING REMOVE CORRESPONDING WIRING AND CONDUITS. CIRCUITS 8,10,12,14,16,16 FROM PANEL 2 TO NEW PANELBOARD LB. PANEL 1 SHALL BE RE -FED TO PANELBOARD LB. (CIRCUITS 22,24,26) REFER TO PANEL SCHEDULE ON SHEET E7.1. REFER TO PANEL SCHEDULE ON SHEET E7.1. 44 RE -FEED EXISTING TELEPHONE BOARD AND SPRINKLER SYSTEM BRANCH CIRCUITS (PANEL 2, CIRCUITS 19 4 21) TO NEW PANELBOARD LB. (CIRCUITS 6 $ 20) REFER TO PANEL SCHEDULE ON SHEET E7.1. ALL ELECTRICAL EQUIPMENT IN PHONE ROOM IS EXISTING TO BE REMOVED UNLESS OTHERWISE INDICATED. WORK Tr ONS DRYER PANEL 2 PANEL 1 DEMO. AND REPLACE I II rr- C:. 12 SCALE: 1"=1' LIGHTING CONTACTORS (EXISTING TO REMAIN) FIRST FLOOR _ 1, DEMOLITION PLAN GRAPHICS 2i 2, (HI SPC. REMOVE EXISTING WINDOW REMOVE EXISTING DOCK DOORS EXPIRED SECOND FLOOR DEMOLITION PLAN SCALE: 1"=1'-0“ 1 • F L O W Uptime all the time. 998 Bannock Street Suite Throw Hundred Denver, Colorado 60204 (303,942-327S Fax • 942-2809 pa ny Architects & Engineers 2638 Century Parkway Suite Eight Hundred Atlanta6 3.71. l 3034 04) 633 -099 F a x,6SS -72'1 1 J V J DESIGNED BY: DUI REVIEWER: 10J5 JOB NO: 20256 RECEIVED C OF TUKWItA AMR CENTER 7 - NO. DATE REVISIONS /25/00 PROGRESS SET p.. s 0 1 1 ° 1/05/00 I55UED FOR CONSTRUCTION DRAWING IS HALF SCALE 1 ! (1 .�- OFFICE , CE 12'x15' I! 1x15 II I _ ems— _ 11 f 0 1 _ cl =r. �ji , -1. 7 1:) 111 _. '> CFF�CF '. it OFFICE _\ I, x1 I, it I 14 .1 r. • • • 1 , : 49 --,_-_,....-- 7Lri1 ( I i I I ITl It 1 I_ll,L uuar ii! ITT! _ iIi IIiI mEzz. sroRAGE I ROOM � r o 1 JL _`�f]� 1` , —�._ L _. ROAM =,,. t 1r Y -� �I li II i I 0 1 t ��Et. - .) i I r I E ' _ 11 I DEMO. SECOND FLOOR HA1 GH W %STEIL FROM FLOT,R GYP,BG FROM CEILING OOF. (LIGHT IN 'SOFFIT b•.!j T Rii; j ma;FHANiCtit_ BEL'ucY -CI Ti 0 i I I 1 .. - ROOF LADDER S ROOF- AFT TO t: E.LEC ROOM • IliF oo DEMOLITION NOTES: 1. DEMO EXISTING INTERIOR WALLS AND PRATITIONS. 2. DEMO EXISTING DOORS AND - FRAMES. O 0 CD TELCO DEMARC (EXISTING TO REMAIN)' NOTES BY SYMBOL ELECTRICAL DEMOLITION) ALL EXISTING INTERIOR LIGHT FIXTURES ARE EXISTING TO BE REMOVED EXCEPT 3 ALL EXISTING EXTERIOR LIGHT FIXTURES AND CORRESPONDING WIRING, 5 RE -FEED EXISTING HIGH -BAY LIGHT FIXTURES AND CORRESPONDING THE HIGH -BAY FIXTURES LOCATED ON THE PHASE II SIDE OF DATA CENTER. O CONDUITS AND CONTACTOR ARE EXISTING TO REMAIN. RE - FEED EXISTING BRANCH O WIRING AND CONDUITS. CIRCUITS 2,4 4 6 FROM EXISTING REMOVE CORRESPONDING WIRING AND CONDUITS. CIRCUITS 8,10,12,14,16,16 FROM PANEL 2 TO NEW PANELBOARD LB. PANEL 1 SHALL BE RE -FED TO PANELBOARD LB. (CIRCUITS 22,24,26) REFER TO PANEL SCHEDULE ON SHEET E7.1. REFER TO PANEL SCHEDULE ON SHEET E7.1. 44 RE -FEED EXISTING TELEPHONE BOARD AND SPRINKLER SYSTEM BRANCH CIRCUITS (PANEL 2, CIRCUITS 19 4 21) TO NEW PANELBOARD LB. (CIRCUITS 6 $ 20) REFER TO PANEL SCHEDULE ON SHEET E7.1. ALL ELECTRICAL EQUIPMENT IN PHONE ROOM IS EXISTING TO BE REMOVED UNLESS OTHERWISE INDICATED. WORK Tr ONS DRYER PANEL 2 PANEL 1 DEMO. AND REPLACE I II rr- C:. 12 SCALE: 1"=1' LIGHTING CONTACTORS (EXISTING TO REMAIN) FIRST FLOOR _ 1, DEMOLITION PLAN GRAPHICS 2i 2, (HI SPC. REMOVE EXISTING WINDOW REMOVE EXISTING DOCK DOORS EXPIRED SECOND FLOOR DEMOLITION PLAN SCALE: 1"=1'-0“ 1 • F L O W Uptime all the time. 998 Bannock Street Suite Throw Hundred Denver, Colorado 60204 (303,942-327S Fax • 942-2809 pa ny Architects & Engineers 2638 Century Parkway Suite Eight Hundred Atlanta6 3.71. l 3034 04) 633 -099 F a x,6SS -72'1 1 J V J DESIGNED BY: DUI REVIEWER: 10J5 JOB NO: 20256 RECEIVED C OF TUKWItA AMR CENTER 7 - NO. DATE REVISIONS /25/00 PROGRESS SET p.. s 0 1 1 ° 1/05/00 I55UED FOR CONSTRUCTION DRAWING IS HALF SCALE 0_ JANITOR OFFICE TRAINING 105 PHONE OFFICE CORRIDOR RECEPTION OFFICE OFFICE .CUSTOMERS OPEN AREA OFFICE OFFICE OFFICE CORRIDOR CATERING AMP U 18' -D ' OFFICE SPACE WAREHOUSE SPACE PRESENTATION COPY /FA A0.1 A8.2 1 A0.1 AO.1 STAGING SCALE: 1 ° =1 IF FIRST FLOOR PLAN arm KEYPLAN EXPIRED ® ® 10 • DATA CENTER 1® ELEC RICAL IS SCALE: 1" = 1 - 0 2 iu 1 N F L® W Uptime all the time. 93B Bannock S[reet Suit¢ Tire¢ Hundred Denver, Colorado 80204 (303)942-3275 F a z • 942 I Mpany Architects & Engi mars, 2638 Century Park Way Suite Eight Hundred Atlanta, Coo,. 30345 (404)633-8998 P a x 1 6 3 3 - 7 2 1 1 8 O DESIGNED BY: DLR REVIEWER: EElS Joe NO: 20256 0 rn 0 a 0 O OFFICE CONFERENCE I TRAINING 1loot WOMEN CORRIDOR OPEN AREA UP 3 RISERS COPY /FAX PHONE RECEPTION 11001 CUSTOMERS 11231 O FILE OFFICE OFFICE OFFICE 1 1191 OFFICE OFFICE OFFICE PRESENTATION OPERATIONS TECHNICIANS FFICE 1 JANITOR - MI III MI IM - - IN MI MI - 0 WALL PARTITION PLAN SCALE: 1/8=1-0 ° EXPIRED 0 7 0 KEYPLAN 8 0 8 16 SCALE: 1/8" = 1' -0° 1 N F L O W 0ptime all the time. 936 Bannock Street Suite Three Hundred Denver, Colorado 80204 (3031942-3275 Faze 942 pa" comny Architects & Engineers 2635 Cantor, Parkway Sulfa Eight Hundred Atlanta, Georgia 30345 H04,633-8998 Fax . 6 3 3 - 7 2 1 1 8 ro DESIGNED BY: DLH REVIEWER: MJS JOB NO: 20256 A0,2 RECEIVED CITY OF TUKWILA ;ENTER 0_ 0 0 DATA CENTER 11311 • ELE 11351 ICAL WALL PARTITION EXPIRED 5I' 3 RISERS CA6E5 CAGES 2 OM 1 KEYPLAN 8 0 8 16 SCALE: 1 /8° = 1' -0° 1 t' F L O W 90 DESIGNED BY: Uptime all the time. 938 Bannock Street Suite Three HundnM Oenver, Colorado 00204 (303,942-327S F a x s 942-2803 pa ny Architects & Engineers 2638 Century Park Way Suite Eight Hundred Atlanta, Georgia 30346 (404)833-8998 F a x s 6 3 3 - 7 2 1 1 6 W 'V O K I L O t \ ''L21 T l JM RS`GRO15, IR. STAIEOF WASRENGION DLH REVIEWER: MJ5 OffIGE toll GONMENGE 11011 1E0-261 fKAININE 1 11061 JANITOR WOMEN 11071 Go 10 :Ly 0 6'D 0 A II OR K -- I Oil q. 60-5 PAR11110N 1 iir 1 M 4.-0 . 7 -6 o imminsavaiiir 00-6 SUPPLY 000 106 — 60060 PEN AREA i • Ca 1 0660 1. EOUAL RI66 OffIGE OF 1 GEl 1 120 -6' GLEAK ffIGE 000106 60KRIOOK lk 1 160-261 160 ' 1.Y0. RAMP 1 E001 1 0001 RAMP UP 18' EQUAL EQUAL 1 EQUAL I6'-4' t. PAKIITION GOI,UMN PARMION GOL.UMN LINE 3 1,160 4 1 PIMENSIONO PARTITION PLAN--NOKfH A1.1 BGA M01-1-ION 6066166 At' AMP UP 10 0A1A 6N16K real EXPIRED 4111 1 1N11 F L a IN Uptime all the thee C01 Architects & Engineers 2836 Century Parkway Suite Eight Hundred Atlenta,Georgie 30345 H041833-8998 Paer833-7211 L,2 .c2 A5581 architecture Interior design F. 7000 CENTRAL PARKWAY AnAnrrA,GEORGIT REVIEWER: JP z 0 1•= DC I— < 0 0 (I) a_ z cn PERMIT C TEE DESIGNED BY:SW/JGS/ SB/JP JOB No: 20256 r P. P. 5GA! -E11 /b° = 1 ' -0° a OIM>;NSION>.0 PAKTITION PL-AN- -SOUTH • as 10 d . 4 a /I O EXPIRED TRH TH 1 N F L O W Uptime all the time. company Architects & Engineer. 2835 Century Parkway Suite Etght Hundred AGaata.0eor21a 9945 Pax: 33-11288 Pax:838 -721t F O z 0 Cr n- 0 W I z 0 Q J z w CITY RECEIV 0 OF TU .WIIA DESIGNED BY:SW /JGS/ SB /JP REVIEWER: JP JOB NO: 20256 A1.2 0 ERMIT CE TEF E0 -21 00 - 22 160 -251 60- It did t 5' 0" 60-371 E O 3 O, E E -- VP fUKN °1 fYP. AKOUNO % n n „ j00 -14! O E- �EO -30 a� t �� �•�=�, - 23, � I \ ENI,AP. &0 I�ESTPOOM PLAN 00 -IN 60-13 1YP. E0 -311 100 - 251 ■ fUKN AKOUNO 2' -9 EXPIRED 00-21 00-22 CEO -15l 1YP. fVP. 1YP. TRITE NORTH RECEV IED CrrY OF T //I N I PO F L Co W Uptime all the time 1 company Architects & Engineers 9835 Century Parkway Suite Eight Hundred Atlanta. Georgia 80345 (4041833 -8998 Paz :6 3 3. 7 E 1 1 0 0 ASS8a1TAES MOWITAI.PABKWAY LRE3UA ATIAMA,CBORGIA 30318 SPAIi1E Wwasim 7JN DESIGNED BY:SW /JGS/ SB /JP REVIEWER: JP JOB NO: 20256 LA ELEVATION 05-5I&NATION MILLWORK PLAN- -NOKTN S %At-E d /0 " = I ' - 0 ° I I i .NNE NON. 1 N F L O W Uptime all the time. p n y Architects & Engineers 2035 Century Parkway Suite Eight Hundred Atlante.Ceorgia 20345 (4041833 -8998 F a x :8 3 3 - 7 2 1 1 ASS8BA TES archttectwe vaednr deggn granAicdaign MOO CENITALPAMOVAY AT EORM LAMA, GEORGIA 3RV8 U 0 J z = z 00 Q z Z ' Oz —< w z � O _ Q —J RECEIV JCITY OF T W J W 'PERMIT C• TEF DESIGNED BY:SW /JGS/ SB /JP REVIEWER: JP JOB No: 20256 r F_. 1 Mir �1- VAT I ON Q5 I &NATION M I I.-LWOKK PLAN- -50UTN GGAt- I /8 "=I' -0" 1 oCO Bt7 E XPIRED TRIIF NfatTN i N P L O W Uplime all the time p Architects & Engineers 2838 Century Parkway Suite Eight Hundred Atlanta, Georgia 30345 (4041833 -8998 Pax :833 -7211 N ASSOCIATES ]tlgCFMRALPABKWAY ATLIMA, GEORGIA 31210 (770)809-1180 REVIEWER: uP JOB No: 20256 DESIGNED BY:SW /JGS/ SB /JP POOR NO. POOR FRAME OOTAIL WOG NOfES fYPS WWII HEI&Hi MAIL. FINISH NANO LOOK GL05ER TYPE MAIL. f IN15H HEAO JA MO RV NROWR 11 ®--- ___ Mil MI yp 221 MtIY R'NN U R IIMIONIEICIIIIIE1=1® 102 0 9 ' -0' 8 ' - 10• W0/6, 501 ® RN ®1:111•1111®® YE5 NO 1 N.M. P1. HI NI JI JI ®® •2 103 A 3 ' -0' 8 ' WO 5iN LNR NO YE5 I N.M. Pi. HI JI e3 104 G 3 ' -0' 8 ' -10' W0/5, 501 LN NO NO I N.M. Pf. HI di •1 105 A G 3 '-0• 8 '-10' WO /b, Sint LH Y NO I N.M. Pi. HI di . •2 105 0 EX al5rvilY arw. „1,Y 29x. 106 A 3.' - 0' 8 . Kr WO OfN KKK Y55 NO I H.M. 91. NI di •2 107 A 3 ' - 0' 8 '-10 WO 5iN RH NO YE5 I H.M. Pi. 1 J3 •7 107 A E 3 ' - 0' 9 ' -0 ' PL 5iN POGKSf YE5 NO N/A 1.14 N/A •8 POGKEI POOR 106 A 3 '-0' B . 10 WO AlA LH NO YE5 1 N.M. Pf. N3 J3 .7 108 A A 3 ' -0' 9 ' -0 • FL 51N FOG YE5 NO N/A N4 N/A •8 FOGA.' POOR 109 EX 1611 ;PoCR' =715 srz TOR 110 A 3 ' - 0' 8 '-10' WO 5fN LN YE5 YE5 I N.M. Pi. HI di •4 110 A AX 'x6[101 ioi}aav ni III G 3 '-0' 8 . 10' WO /6, 0101 LH YE5 NO I N.M. Ff. NI i ll .2 112 G 3 ' - 8 . -10• WO /AL 5 LH YE5 NO 1 N.M. Pf. HI di •2 113 L 3 '-0' 8 . 10 WO /6L SfN LH YE5 NO I N.M. 9f. HI JI •2 114 G 3 ' -0' 8 . 10 W0 /AL 5iN LH Y NO i N.M. P1. HI JI •2 115 G 3 '-0` 8 ' -I0' W0/6, 5iN LH Y55 NO I N.M. Pi. HI di •2 118 G 5 ' -0' 8 ' -10' W0/6, 5iN LN Y55 NO I N.M. Pf. HI JI •2 119 G 3 '-0' 8 '-10' W0/6, 5X01 LH YE5 NO I N.M. Pi. HI JI •2 120 L 3 '-0• 8 ' - 10• WO /6L 5f. LH YE5 NO I N.M. Ff. HI JI •2 122 A A 3 '-0• 8 . 10' WO 6fN LH Y NO I N.M. Pf. HI JI •2 124 EX IxIH6151Yi A:g 0111,11, 126 G 5' - 0• 8 ' - 10' W0 /61, 51N LN Y55 NO 1 N.M. Ff. HI JI •2 128 A - f 3 ' - 0` '8 '- 10' /W0 /61, SAN LNR YE5 YE5 1 N.M. Pf. HI II •6 GARP RSAOER 128 6 F 3 -0' 8 ' -10' HM /220 /6, 5fN LH YE5 YE5 1 N.M. Pf. N3 J3 •4 129 F 3 -0' 8 ' -I0' HM /WO /61, 5iN LNR YE5 Y55 I N.M. Pf. HI JI •6 GAO READER 130 A 3 ' -0• 8 ' WO Sint LN YE5 YE5 I N.M. P1. HI JI •4 131 A F 3 -0• 8 ' -10' HM /WD /61, 5f4 LW Y55 YE5 I H.M. Pf. H3 J3 •6 ' MOOR 131 0 0 3 ' -0• 0.'-10' ' 1-1M /220 SIN LN Y55 NO 3 N.M. Pi. H2 J2 20 MIN •4 ...cu.. 16x2[7 131 G 0 3 ' - 0' 8 ' NM /WO 5iN LH Y55 NO 3 N.M. Pi. N2 J2 20 MIN • 1 M 2276 WORM 132 A 6 4 - 0 • 8 '10' NM /WO 5101 LH Y55 YE5 4 N.M. Ff. 012 J2 20 MIN •9 11 IIYx 22rzv Im 0161/ 206 Rowe 132 0 6 6 ' - 0' 8 ' - 10• HM /WO 5101 RHR /LHK YE5 Y55 2 N.M. Pf. N2 J2 20 MIN •10 .„.„„a7=7.., 133 A 3 '-0• 8 '-IX• WO 5fN LH Y55 YE5 1 N.M. Pf. N3 J3 •4 134 0 3 '-0• 8 ' -I0• HM /WO 5iN RN Y55 YE5 3 N.M. Pf. N2 J2 20 MIN •4 I HOUR RA150 135 A H 6 '-0' 8 ' -10' HM /WO 5iN LN /RN YE5 YE5 5 N.M. Ff. H3 J3 .5 GARO READER 135 8 EX n «RsrlIUw 6x7.6 fum22D tAX7 RYW[ 135 L 0 3 '-0• 8 ' - I0' HM /WD 5iN LH Y55 Y55 3 N.M. 91. N2 J2 20 MIN •6 .4 R 136 0 3 -0 8 ' -10' HM /WO 5iN Dig Y YE5 3 N.M. I. H2 J2 20 MIN .4 6t1e'aPl6iix 137 EX fXl srz l iur xx alau2xR lc GOOK XYPES A- 30' X 8'-10' I A LORE DOOR NIfH PLAIN SLILEO MAPLE ' VENEER WI N LLEAR 1,21,025[ FINISH 0016 HOUR RA160 HOLLOW MB1AL ODOR "f" MAPLE VENEER NI1N LLEAR LAGOUBR FI N15N LORE DOOR NI1N PLAIN 31,11,50 MAPLE V6N68RNI1N LLEAR 1,24025[ FIN 1501 AND 41255 IN56f. 3 0 D' -10' ONE HOUR RfEO NOLLON METAL DOOR WI fN MA LE X V8N8ER WIfN GLEAA R MLOUERFINI5N. 9' -0• SOLID LORE DOOR. W PLAIN 5LIG60 MAPLE VENEER NI /N LLEA 1,21,025[ FIN/ H. F. 3'-0• X 0'-10' L?NAr 125121, DOOR WIfN PLAIN S,ILEO MAP,B VENEERNIIN LLEAR LALOUBR fIN15N. WIfN4PLAIN pp -10' ONE HOUR RAXEO HOLLOW METAL DOO 51,11,50 MAPLE VENEER NIfN LLEAR 1,240 R 23[ FI N1 511. N- 6' X 8' - 10 . 501,10 LORE ODOR WIfN PLAIN 51,11,50 MAPLE VENEER WIIN LLEAR 121,025[ FI NI5N. 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FRAME TOR D000,5 LBAf 722011226 651 •0 1, 04[611LV13 :∎.:0.226::: 1161 20GR5ti. 6AR66Nf MD CARD .2013 OWOLt OWR6 O 665156, 2 r''''' 6 xAn61 r1111110 61,2{1 NAN0. 11x •101.99.610- 1101121 26211.221 4 0213 177, 9526 1 110:6161 M:121 b 19: 6224621, •13011 /13 1165100 1 WOK NANO. MAW 1217 52261111 5200 4621., 4 6291, 11626 fAGi Or 000 Rs U6 0 DAL, 60221116 712.6, HAW 4 601279, 4 1/2• X + 1/2•, 1,'526 1 LOG[ 672111902 , 6161, •0171, 2626 t LOG[ MINOR, Of64, •1 {711 2526 6121211 MAT/ ON DOfTMI Of U5T6, W WYA WOK. 67076, 112662 •243f, 2626, f2OOR NOtAlfAO 1 172.1 6216172%, 1 [110 3X1[2200 22191111112 247X 1224% 51 LAGR R, •2620, Iz fW6M DOI.f> D HAl2, IMP 7220/226 660 •9 1 L6Ar-L6r7 MANO 1 ,=,";,: 1,2. NA6IR, •ACTT, 29', OM, YpUNf O7 107 Of 116 1 H6 1,006 111fX M 11021..{ 6220.[070{[ 26/2 M20 Vt Lf -71 NANO . 266Nr DAD, 050.211. •021] 220, 26 + O22 2t M 61221e6 . NIN666, , 6 IN616, 1126. 61R A •001279, 4 + I /2. 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M' X + I/2', 25 LARp R6A06[- 566 60GRIfY OLAXS rx 5/6411I4At10N 1 4017 000 R 510/6, 01013, 0651, •1471, , U6 2 60.5 DOO 112642 •21]0, UP16, fwOR YOUNf{0 6 516XGD 04207 x2[0112[{ 601 •7 DOLT, 112213, 42026, 12', 2026, WONT ON 0012011 Of 114.1 IMA4fIV5 0f, 202,20ff MANO PUSH/ 1722 1722 •I. 41,0612 i {WON 0.., NAHR, •4022, 25', 2226, YgINf ON ,pp Of 1 PUSH • P6f5, IVK, 2TOD 668165.0260, r,;(2!'; 21 A!-!!f NM.- 1 0017 0002166 NIN615, 112313 •OO + 1/2', 0546 1 .06121 w 1 0017 ODOR 5107, 122613 •2137, 11626, 110121170 1 2220[14 6 612120, MANGNtff, 1003 6 {11 {6, 10001 KO 5 TAT, DLAGR 5, •0102 - D, Duo W 1 0014002200 .0602, W 31]0 4 3133, 20A 6022212X1, 1 OOx PULL, IV6 Y2W1fIWrUR6R 5f2202M 112211 NUY 5 7: I GM... 620402, LON, 3130 502.6, •3■33, ADA 4017212111, 2 026 Rf211fR5 -666 6102[1 tY. R2N8 TOR 6 {271421ION 11IDW241I1272 51269220 22161171 fINI. I 0002 .015G1 02216,' I265, MOO 672105, AIM P220 5 X 3291, 0260 2 Q Q � / 7 EXPIRED P 3' -0' 51 1'- 0' 21.6 J 5421 L 3' -0' 520. INT. 000K LINE OP 51ANOARO 'TENANT GEILING PLAIN 5LIGEO MAPLE VENEER W000 WITH GLEAR LAGOUEK FINISH 501.10 GORE 0008 64 -0• TYPE A 114 \ HEAD DETA I L fGONGEALEO TRAGIC LINE OP. DULKHEAD 501-10 GORE 0008 PLAIN 5LIGEO MAPLE VENEER W000 WITH GLEAR LAGOUER FINISH RESTROOM POGKET ODOK 50AL8.1/4•=1' 0' TYPE E LINE OF 51ANOARO TENANTGEI1-INS PAINTEO HOLLOW METAL FRAME 2 3' -0' 2° SEE 5GH,0U1.E SAP. NT. H.M. PRAMS LINE Of 5TANOARO 'TENANT GEILING PAINTED H01 4.OW METAL PRAMS REGE55E0 Op •K �JI I .KHEAO A NDAOER 0 @ 9' -0 ° . ALL HAROWADD 10 8E GONGOALEO. WW I° MANUFAGTURER'S OE1AIL5 POR MORE,INPORMATION. ',„LINE Of 51ANOARO TENANT' GEILING 0 5/8 1/2° 6' -0° 3' -0' LA55 PANEL 000K 6' -0 61-0. 6' -0" WIPE FRAME' 60ALa.l /4• =1-0' I HR. RATE° 4 7/8' I I5 /16 "I 5 7/8' / WIDE 1=RAME / HI \ HEAP DETAIL ONE HOUR RATED OOUOLE 0008 TYPE 0 5GALt.I /4°•I' -0• TYPE 1 AI.6 /5GAI-N.3• =I' -0• HOLLOW METAL 0008 WITH PLAIN 5LIGEO MAPLE VENEER W000 WITH GLEAR LAGOUER FINISH. 20 MIN. RATEO 000[5 INE OP 5TANOARO •'TENANT 0E11,I0 I° REVEAL PLAIN 5LIGEO MAPLE VENEER W000 WITH GLEAR LAGOUER FINISH HOLLOW METAL 000K I /4" GLEAR fEMPEREO GLA55, PKOVIOE 1' W0005/OP H GLASS LINE Of S1ANOARO TENANT GEILING PAINTEO NOW-OW METAL FRAME 20 MIN. RATEO 5/8° 51ANOADO NON -RATED PARTITION 000K ANO PRAMS -SEE 000K 5025001,E 1/2' 1 9/16' 51ANDAKO NON-RATEO PARTITION ANO 000K FRAME- SEE 000K SGHEOULE 2 3' -0' 2' EE 500E00LE ONE HOUR RATED FRAME 51,21,6.1/4 "I' -0' 5/8 1/2' 5 I/2" GI-A65 PANEL 000K 50AL6.I /4'•I -0• TYPE G 3' -0' 1 15/16• s ONE HOUR RA1E0 4' -0" 000K 51,21,5.1 /4• - o• TYPE G 7 I/4' 8 I/4° HEAD PETAIL 7 I/4 6 -, 6 -i JAMS DETAIL 21.6 0421,6.3•. I `-0` INE Of STANDARD •1ENAN1 GEILING I' REVEAL PLAIN 5140E0 MAPLE VENEER W000 WITH GLEAR LAGOUER PINISH 501,10 GORE 000K 1/4' GLEAR /EMPEKEO GLA55, PROVIOE I' W0005f0P H GLA55 L INE OP 5fANOARO 'TENANT GEILING HOLLOW METAL 000K WITH PLAIN 5LIGEO MAPLE VENEER W000 WITH 01.EAR LAGOUER FINISH. 20 MIN. KA /EO 000K ----LINE OF 51ANOAKO TENANT GEILING PAINTED HOLLOW METAL FRAME 20 MIN. RA /E0 PRAMS 5 /8' I HR. U.L. RATED PARTITION 20 MIN 000K ANO PRAMS I/2' 1 9/16' 5/8° 1 15/16' 1 9/16° 8 I/4' I HR. U.L. RAfEO PARTITION 20 MIN 000K ANO FRAME 4 0° 1(1, 5/8' 1/2° 6' -0" 7 1/4° HEAP DETAIL H4 7 I/4' 5/8 5/8' LINE OF 5TANOAKO 'TENANT GEILING HOLLOW METAL 000K WITH PLAIN 5LIGEO MAPLE VENEER W000 WITH GLEAR LAGOUER FINISH. 20 MIN. RATEO 000K ONE HOUR RATE° 000K NA*- E.v4•.1. TYPE 0 LINE Of 5 /ANOARO TENANT GEILING HOLLOW METAL 000K WITH PLAIN 5LIGEO MAPLE VENEER W000 WITH GLEAR 1,24025[ FINISH. 01-0. INT. 00001,E 000K 6GAw11 /4••I -O• TYPE H LINE OF 5 /ANOARO TENANT GEILING PAINTEO HOLLOW METAL PRAMS 20 MIN. RAW PRAMS EE SGHE0ULE ONE HOUR KATE0 F RAME 31,26.1/4• =1' -0' • 'r` S /ANOARO NON -RATED PARTITION AND 000K FRAME- 5EE 000K 5GNE0ULE 115/I61 I 1 9/16" 8 I/4 8 I/4' JAMO PETAIL AGA STANDARD NON -KS /DO PARTITION ANO 000K FRAME- SEE 000K SGHEOULE 9/I6° I N R L O W Uptime all the lime. ZCAr7+vitera Architects S Engineers 2835 Century Parkway Suite Eight Hundred Atlanta, Georgia 30345 14041833 -8988 Paz :833-7211 ASSOQATES aNOhnme Interim design 70W C21.2YLPA5RWAY A 711E MMA, GRORGfA a In61 so},1A4 (, F- _I _ U 0 LL. z W .J F 1- W REVIEWER: JP Al•6 RECEI cm of i PERMIT C DESIGNED BY:SW /JGS/ SB /JP JOB NO: 20256 OIMENSIONEO PAKTITION LE&-NO 1A 0 00012 WATER FIRE 0XfIN015HER GAOINEI-- REGE65E0 LAR6EN'5--24O9 -122 WIfN VERIIGAL PUO 0008 WITH WHITE DAKEP ENAMEL 00X, WITH 1250 LEffER6 FIRE EX1INGUISHER GADINEI-- SEMI-REGE55E0 LAR6EN'5-- 2409 -612 WITH VER1I0AL DUO 0008 WITH WHITE SAKE() ENAMEL 00X, WITH REO 1-51•15125. CONTRACTOR 10 PROVIDE LAR5EN HT SERIES HALOIRON I FIRE EXIIN6U15NER WALL MOUNfEO FIRE EXfIN6U1SHER KEYNOTE, WUMDER A5 INOIGAIEO PAR1ITION WITH ONE LAYER Of 5/6' GYPSUM WALLDOARP APPLIED 10 EACH SIOE OF 3 5/6' ME1AL 5005 Ai 24' O.G. UNLE55 NO100 OTHERWISE. PARTITION SHALL EXTEND FROM 5LAS 10 UNOER510E OF 5U5PENOE0 CEILING/ OR UNQER510E OF 6YP6UMSOAR0 GEILIN& WHERE APPLIGAOLE. WIININ OAfA CENTER Af EXTERIOR PARfIfION5, GON51RUG1 PARTITION FROM RAISED FLOORING. 5EE DETAIL 1/ A7.0 POR MORE INFORMA110N. ACOUSTICAL PARi1110N WITH ONE LAYER OF 5/8' GYPSUM WALLDOARP APPLIED 10 EACH 510E OF 6' METAL 51005. Al 24' O.G. UNLE55 N010.0 OTHERWISE. PAR11110N SHALL EXTENT FROM SLAG 10 51RUGfURE. PROVIDE 2 1/2' GON1IN0005 5000 ATTENUATION OLANKET IN5100 OF PARTITION GAVIIY. 5EE OETAIL 2/ A7.0 FOR MORE INFORMATION. ONE -HOUR RA1E0 PAR11110N WITH ONE LAYER OF 5/6' 1YPE 'X' GYPSUM WALLBOARD APPLIE0 1•0 60TH 510E5 OF 6' 20 &AUbE METAL 5105 Af 16° O:G. PARTITION 5NALL EXTEND FROM SLAD 10 SLAD MOVE. PROVIDE 2 1/2' iHERMAFIDER OLANKE1 INSIDE Of PARTITION CAVITY. 5EE DETAIL 3/ A7.0 FOR MORE INFORMATION. PAR11110N WITH ONE LAYER Of 5/8' GYPSUM WALLDOARO APPLIED 10 EACH 510E Of 3 5/6' ME1AL 5105 PARTIIION SHALL EXTENO FROM SLAD 10 12' -6' P ROVIDE 2 1/2' CONTINUOUS 50UN0 A11E6061106 DLANKEI 16510E OF PAR111ION GAVIIY ANT, 021E60166 3' -0' EAGN 510E OF PARTITION MOVE PINISH GEILIN& CONTRACTOR 10 DRAGE WALL 10 51RUG1URE ADOVE A5 REOUIREO TO ENSURE SiRUG1URE 51A01LITY. 5EE DETAIL 4/ A7.0 POR MORE INFORMATION. PAR11110N WI1H ONE LAYER Of 5/8' GYPSUM WALLBOARD APPLIED 10 EACH METAL 51005. PARTITION 5NALL EX1EN0 FROM 9' -0' Of 10 S1RUG1URE. PROVIDE 2 I/2' GON2IN0066 50060 011EN0A110N OLANKE1 165100 OF PARiIiION GAV11Y. 560 DETAIL 5/07.0 FOR MORE INFORMA110N. PARTITION WIfN ONE LAYER OF 5 /8' GYPSUM WALLDOARO APPLIE0 10 EAGN 510E Of 3 5/8' METAL 50005. PAR111106 5NALL EXTEND FROM 51-06 10 11'-6'. PROVIDE 2 1/2' 2062160006 50060 A1fENUAfION OLANKE1 INSIDE OF PARTITION GAVIfY ANO EXTENDING 3'-0' EAGN 510E OF PARTITION MOVE FINISHED GEILING. GON1RAGIOR 10 6RAGE WALL f 0 SfRUGfURE ADOVE A5 REQUIRED 10 ENSURE 51RUG1URAL 51601211Y. 505 001012 6/ A7.0 FOR MORE INfORMA110N. PARTIAL 601661 PARTITION 011H ONE LAYER OF 5/6' GYPSUM WALLOOAR0 APPLIED 10 EAGN 510E OF ONE 4' ANO ONE 6' METAL 5100 AT 21' 0.G. UNLE55 00100 01HERW15E. PAl2111lON 5NALL 0X1EN0 10 X '-X ' MOVE 11615H FLOOR, 500 ELEVATION FOR HEIGHT. 5E0 DETAIL 7/ 57.0 FOR MORE INFORMATION. M0151URE RESISTANT PAR11110N 011H TWO LAYER5 Of 5/8' M0151URE R65151AN1 GYP5OM WALLDOARO APPLIE0 WI1H JOINTS 51A&&6 00 10 EACH 510E OF 3 5/8' 50005 Af 24' 0.G. UNLE55 NO1E9 OfHERW150. PARTITION 5NALL MEW FROM 5LA0 10 10'-6'. PROVIDE 2 1/2' GON1IN0005 50060 0110NOA110N OLANKE1 165100 OF PARTITION GAVIIY ANO EX1ENOIN6 3'-0' EAGN 510E Of PAR11110N 500VE 01615600 GEIL166. GONTRAGiOR 10 DRAGE WALL 10 51RUG1URE MOVE A5 REQUIRED 10 ENSURE 51KUGfURAL 51A01LI1Y. 500 DETAIL 8/ A7.0 FOR MORE INFORMAiION. PAR11110N WITH ONE LAYER OF 5/8' GYPSUM WALLSOARO 5991-150 10 ONE 510E OF 3 5 /6' METAL 51005 E 24' 0.G. UNL055 00100 OINERWI50. 0AR11110N 10 011E60 FROM RA1500 566E55 fLOOR 10 6' MOVE 5U5PENQ00 GEILIN6. PROVIDE ME55 WITHIN PARTITION TOR SEGUKIIY. 50E DETAIL 9/A7.0 TOR MORE INPORMAIIQN. PAR11110N WITH ONE LAYER Of 5/6' GYPSUM WALLOOARO APPLIE0 10 EAGN 510E OF ONE 4' ANO ONE 6' ME1AL 5100 E 24' 0.G. UNLE55 NO1E0 O1HERW150. PARTITION 5NALL EXTEND FROM 5050 10 I4' - 6'. PROVIOE 2 1/2' 0ON11N0005 50UN0 A1fENUA1ION OLANKE1 16570E OF PARTITION CAVITY AND 051E60166 3' -0' EAGN 510E Of PARTITION ABOVE 01NI5600 GEILING. GONIRAGiOR 10 ORAGE WALL 10 STRUG1URE A00VE 05 REQUIRE° TO ENSURE STRUGfURAL 51001LI1Y. 5E0 001512 10/ A7.0 FOR MORE INFORMATION. PARTITION WIlil ONE LAYER OF 5/8' 5105UM WALLDOARO APPLIED 10 EAGH 510E Of ONE 4' AND ONE 6' METAL 5100 E 24' 0.G. UNLE55 NO1E0 01HERW150. PARTITION 5NALL EXIENO FROM 51-50 10 12'-6'. 5E0 001012 11/ A7.0 FOR MORE INFORMATION. 2(� EXPIRED O O O 0 0 0 PAR11110N W11H ONE LAYER OF 5/6' 650506 WALLOOAR0 APPLIE0 10 6AGH 510E OF 3 5/6' METAL 51005. PAR1i1ION 5NALL EX1EN0 FROM 5050 10 14' -6' A00 ANO WILL GANT FROM 4 7/0' IHIGK 10 1'-10' 1NIGK. PROVIDE 2 1/2' 0061160005 50060 011ENU0iION OLANKE1 16510E OF PARTITION CAVITY ANO EX1ENOIN6 3'-0' EAGH 510E OF PARTITION A0000 01615600 GEILIN6. GONIRAG1OR 10 DRAGE WALL 10 51KUG1URE MOVE A5 REOUIREO 10 EN5URE 51RUG1URAL 51A011.I1Y. - 5E0 DETAIL 12/ A7.0 FOR MORE INFORMATION. PAR11110N WITH ONE LAYER OF 5 /6' 6YP5UM WALLSOARO APPLIE0 10 EACH 510E OF 6' METAL 51005. PAR111ION MALL EXi0NO FROM 51-50 10 X'- X' AOF. 500 ELEVATION FOR 601661. 5E0 001511- 13/ A7.0 FOR MORE INFORMAiION. OIMENSIONEO PAKTITION KEYNOTES GON1RAG1OR 10 fURR PARTITION A5 INOIGAIE0 FOR K0GE5500 ELEG1RIGAL PANEL5. Al WINDOW WALL WITHIN 051A GENIER, GON1RAGfOR 10 GONSIRUG1 PAR11110N TYPE M, 4' FROM WINDOW WALL, 1YPIGAL. GON1RAGfOR 10 VEN1 AS REOUIREO FOR PROPER AIR01-06. MOOIFY 0215i166 5MOKE V561 A5 REQUIRE() POR 106561'5 5EGURI1Y, MEE1166 ALL APPLIGAOLE 00005. 500 (WAIL 0012 MORE INFORMATION. 0 CONTRACTOR 10 0114. EX1511N6 000K 0008 LEVELER, TYPICAL 7 LOGA110N5, 5E0 MAIL * *** FOR MORE INFORMATION. O 5 GONI1AG10R 10 REMOVE 02151106 006K 0008 ANO ALL A550215100 NAROWARE. MILL 055E OUILDIN6 PAR111I0N A5 INOIGAi0O ON DETAIL . 10 REMOVE 02151166 006K 00012 AND ALL 5550115100 HARDWARE, IN0LU01NG 00012 BUZZER WITH 1NTERCOM. MILL 055E DUILOIN& PAR11110N A5 160105150 IN * * * *. 00151166 000K 00012 560 HARDWARE 10 REMAIN. 5X151166 ROOF NA1GH 10 REMAIN. CONTRACTOR 10 6011-0 56501 MOVE 9' -0' AFF 10 ENCLOSE 1-500512 10 ROOF HA1GH. 00151166 SPRINKLER R15ER 10 REMAIN. GONiRAG10R f0 BUILD SHAOf A00VE 9' -0' AFF 10 ENCLOSE 5PRINKLER 1215012. INSTALL GRAIN ANO 3' CONCRETE CURD IN 011250 FLOOR RI5ER GL050W. 10 GON1RAG10R 10 PROVIDE AND IN51ALL 3/6' 1HIGK X 9' HIGH CLEAR 1EMPEREO 6L055 51061-110 510E OF 6' WITH 12EG05500 GHANNEL5 ON 160 510E5 ANO 0100500 I' 901:15500 51AINLE55 510EL GHANNEL5 Af TOP ANO 00110M.- 11 0ONiRAG1012 10 GL050 AND LOCK EX1ERIOR 00012 1610 PLAGE. PROVIDE 5A0E1Y WALL 4' FROM EXTERIOR WALL 10 5EGURE OPENING. 12 GON1RAG1012 1•0 001212 PAR111106 A5 REOUIREO FOR REGE5500 FIRE PANEL IN NOG. 0 GONfRAG10R 10 I651514 WIN00W 01-1605 AT EXTERIOR WINDOWS. 1URN BLIN05 INTO DOWN 00511106 10 GONGEAL ONE 510E0 PAR1I110N. OLIN05 10 HAVE MAXIMUM LIGN1 BLOGKIN6 OUAL11105. 506 FIN156 5GNE0ULE FOR DLINO SPEGIFIGA1ION. 14 GONiRAGiOR 5NOUL0 601 IN51ALL WINDOW DLINOS IN 1200001006 AREA, UNLE55 60100 0160126150. 15 GON112AG10R 10 I651ALL WINDOW 01-1605 Af EX1ERIOR WIN0065. 500 fIN15H°5GHEDULE 0012 0LIN0 5PEGI0IGA110N. 16 GONfRAG10R 10 PROVIDE ANO I651ALL 5001 120005500 FIRE EXTINGUISHER 0501661 A5 IN01GA160. 0 GONfRAGfOR 10 PROVIDE AND I651ALL 120005500 0112E EXIIN60I5HER GA01601. FORK PARTITION A5 REOUIREO 10 ACCOMMODATE FIRE EXTINGUISHER. IB 00N1RAG10R 10 PROVIDE ANO IN51ALL WALL MOUNIE0 FIRE EX11NGU15HER A5'INOIGA100. 19 GON1RAGfOR 10 PROVIDE ANO INSTALL 3/4' 1HIGK FIR0 REIAROANI PLYW000 0501200AR0 FOR 1ENAN15 PHONE 5Y5f0M5 FROM 9' AFF 10 GEILING. APPLY DRYWALL 10 0AGE OF 05012605120 AND 016155 A5 500010100. 20 CONTRACTOR 10 PROVIDE AND I651ALL 50060 ATTENUATION MOVE GEILING. 21 GON1RAGfOR 10 PROVIDE DRYWALL Af1AGHE0 10 FURRIN6 GHANNEL5 MGOLUMN 160105100. 22 IN5fALL 51AIR5 ANO HANORAIL5 FROM FATE FLOORING. 500 5PEGIFIGAIIONS FOR MORE INFORMATION. HANDRAIL 10 BE 5A1IN ALUMINUM FINISH. 23 GONI12AGIOR 10 INSTALL RAMP PER 151E FLOORING 500000IGA2I06. 001511-5 1 560 2/57 FOR MORE INFOKMA110N. REFER 10 24 GON1RAGIOR 10 IN5fALL 51AIR5 IN 900550 160 ONLY. 25 GONIRAGIOR 10 PROVIDE ANO IN5IALL INFLOW 51ANOARO GA6E5 WI1H 51,10166 000125. 05565 10 DE 8'X 51:INIiIALLY, 05605 WILL EVEN1UALLY GROW 00 6' X 20' A5 REQUIRED. GON1RAGf012 10 PR0V10E ANO IN51ALL'5/8' 6105UM BOARD ON FURRING GHANNEL5 WITH REOUIREO IN50L51ION 10 MEET R19 ENERGY EFFIGIONI12510N6 Af ALL 0116121012 PAR1111005, 1Y1'IGAL. 0 GON1RAG1012 10 PROVIDE TEMPORARY DEM151N& WALL Af LOGA110N 160105150. AREA 10 500150551 Of PARTITION 15 0005106RE0 OXPAN51'ON AREA, PHA50 100.. 28 GONIRAGIOR 10 PROVIDE 1OMPOKARY 5151125 1610 UNOGGUPIE0 AREA A5 INOIGA1E0. 5151125 10 OE OEMOLI5NE0 WHEN PHASE 110 G0N51RUG110N 0E6105. 29 EXPAN510N AREA. CONTRACTOR 10 GOMPL010 PAl2TIIION CONSTRUCTION AROUND 5PRINKLER R15ER CLOSET IN PNA5E ONE 60N51RU61ION. 00 N01 GOMPL01E GON5fRUC110N E WINDOW WALL IN 006550 ONE 00NATRUG110N, WINDOW WALL 60N5iRUG1I0N 10 06008 IN PHA50 1000. PROVIDE 0UR121N6 FOR 12-19 IN5ULA1ION Af WINDOW WALL ONLY. 30 GONiRAGIOR 10 1651ALL MAXIMUM L1651 OLOGKIN6 01.1605 IN 250 FLOOR WIN00W5 GLO5E0 IN 150 00WN Pi/511110N. CONFIRM THAT EX1511N6 iINfIN6 15 IN 6000 REPAIR OR PROVIDE NEW. 31 G0N1RAG10R 10 REFER 10 ELEVA11055 0012 HEIGH1 Of 1YPE J F 81111055. 32 12050125 10 6E 6' NI6H 10 1215E 10 OR DECLINE FROM 18' AFF, 112550 0EP1N 10 DE II' WITH I' OVERLAP OVER MAO WOW. GON1RAG1012 1000510E AND INSTALL 3/0' 15 5 00K X 9'-0' HIGH 6.555 510EL110 611 12EGE5500 /7,;\ 3 GHANNEL5 ON 1HE 510E5 ANO 5X90550 I' 901-15550 510101.055 51E01. GHANNEL5 Af 100 AND 00i10M. 6LA55 10 00 5KYLINE 005165, PAiiE12N: '51AROOX WOW 001100 A. PAf1ERN 10 0E 010500 OIREGfLY ON10 6LA55. EQUIPMENT LIST THE FOLLOWING L151 REFLEG15 EQUIPMEN1 1200ERENGEO ON PLAN5 0Y IN01GA110N OR KEYNOTE. ALL EOUIPMEN1 1.15100 OELOW 5NALL 0E GONfRAG10R PROVIDED ANO INSIALLEO, UNLE55 01HERWISE NO100. 150-1 100-21 1 00-3 1 1 EO -41 1 50-51 1 00 - 6 1 1 00-7 1 1 00-01 1 E0 - 91 100-101 l00 -Ill 100 -121 160 -131 150-141 100 -161 1E0-171 Igo-181 1E0-191 IEO -201 1E0-211 1 -221 FULL 517E R0FRI6E12A10R: 60 PROFILE, 100 22 PAO- 163 -00 GOLORy DLAGK, 51ZE: 67' N X 32 3/4' 0 X 31 1/4' W, REFRIGERATOR 10 HAVE AU10MA110 FACTORY INSfALLEO IGEMAKER. 0155W55HER: 60 PROFILE, 6504020Z005 COLOR: DLAGK ON BLACK, SIZE: 34' H X 24' W X 23 3/4' 0. NO10. I/4' 5PAGE NEE0E0 FOR REAR IN5ULAiION. K010506 51NK. MOEN • 22902 00001E 0061- 50A 51AINLE55 51EEL 51NK KI1GHEN 51NK FIXTURES: KOHLER. 15001251 KITCHEN 51NK 655E OAUGE1 01111 H165 COUNTRY SWING ARM 50001 *K- 8207 -K* AND LEVER NANOLE5 *K- 16070-4• IN POL15600 CHROME WITH KOHLER :50AP/ 1.01006 01500145ER *12-9619* IN 001-15550 &5120ME UNOORGOUNfER IGEMAKER: 5G0f5MAN •0GE -335 SIZE: 15' W X 24 3/5' 0 X 33 7/8' H COLOR: OLAGK3 0008 5WIN65 A5 INDICATED ON El-EVAf10N5 PROVIDE JAMEGO •200-IKP IGEMAKER GONNEGTION 00X K11 WI1H REQUIRED GONNEG110N5. NOTE: PROVIDE BUILT -IN PUMP FOR DRAINAGE IF REOUIREO BUILT IN MICROWAVE: 60 PROFILE, J0164060 COLOR: DLAGK ON DLAGK SIZE: 23 21/32' W X 13 5/16' N X 10 5/16' 0 1.6 GU 01. WAFER FOUNTAIN: NAL5EY TAYLOR, OVL -II 5012005 014-11-0R-0 UfILI1Y 51NK: ELKAY 5550-2118 -G SIZE: 21' W X 17 I /2'1- X 12' DEEP 60WL JANITOR 51NK FIXTURE: CHROME 91-5100 MIXING FAUGE1 51ANDARO WIfN 5INK UNOORGOUNf0R REFRIGERATOR: 50015MAN •1200 -33, SIZE: 15'00 X 24 3/5'0 X 33 11/16'55 FINISH: BLAGK5 0008 561565 A5 INOIGA1E0 ON ELEVATIONS. N01E: PROVIDE DUIL1-I5 PUMP FOR 0RAINA60 10 REQUIRED. GARBAGE 015P05AL: 6E, • &00000Y 1/2 50125EPOWER 600 RPM NOTE. 1051ALL 015005AL 10 MAINTAIN 0N0E12 COUNTER GLEARANGE5 RE00112E0 0Y A0A. NO1 WATER 5551512 *SINK *: 5EE ENGINEERING DRAWINGS FOR 5PEGIFIGA11015 12051ROOM PAR1I110N5: 60612000. 1040 005165E12 5ERIE5 WITH GONG0ALE0 5fAINLE55 HARDWARE 51050-00120 5110E AND 1512E5000 IN5ER15 91-55110 LAMINATE: DLAGK •1041 LAMINATE0 PLA5110 506E, FLOOR ANGNOREO WIfN 51AINLE55 51EEL 1N5ER15 PAPER TOWEL 015PEN5012 /WAsic eet,l.n 5010 Rei,EySEV IN10 PAR111105: 600RIGK 0 -36032 1RIMUNE 5ERIE5 PAPER 100051- 0150E55012 /W5510 1260601501.E- 55115 FIN15H STAINLESS 51000- ROUEN WALL 00E5156 SIZE: II I/2' W X 53 5/0' H X 3 3/4' MIN 00015 OVERALL 512E: 13' W X 55 I/0' H X 3 5/0'0 50AP DISPENSER: 600RIGK 0 -0226 TOP FILLING 5050 0I5PEN5ER FINI5H: 510101455 51001. 34 01- OZ CAPAC1TY 6'- 50001 LENb1H SANITARY NAPKIN /TAMPON VENDOR RE005500 INTO PAR111I0N: 600121012 03500 TRIMLINE 5012105 SANITARY NAPKIN /TAMPON VONOOR 61.0 MECHANISM: 51AN0AR0 50.25 MECHANISM ROUGH WALL OPENING 512E: 15 I/O ' W X 25 1/2' N X 4' MIN 05015 OVERALL 51ZE: 16 5/0'W X 27'H X 4 13/16'0 TOILET 11550E 01500050K: 506120002 •0 - 2688 01-55510 5ERIE5 MULTI ROLL TOILET 11550E 015PEN5ER SIZE: 6 1 /16'W X II'H X 5 15/16'0 5ANIfARY NAPKIN 015P05AL: 506RIGK •0-270 51ZE: 7 1/2' W X 10' H X 4' 0 5E51 COVER 01505N5ER 125GE5550 INTO PARI110N: 00DRIGK •03013- 1RIMLINE 5ERIE5 5E0f LOVER 0159EN5ER 01N15H: 5AfIN fINI5H51AINLE55 51EEL ROUGH WALL OPENING SIZE: 15 5/6' W X II I/O' N X 2 3/4' MIN 0001H OVERALL SIZE: 17 9/16'W X 13 1/16'5 X 3 1/16'0 GRAD OAR5: 005RIGK 005055LLE0 MOUNfIN6 5ERIE5 11/2' OIAMETER 06806 X 36 *6AGK WALL* 4 06606 X 42 *5105* flN1511: 5A1IN RE5IROOM LAVATORY: KOLNER, RHYTHM 5ERIE5 • K 2601 -0 5ELF- RIMMING IN51ALLA110N, MIRROR FIN15H, SIZE: 23 1 /8' X 15 I/O' *OVERALL *, •K -7605? 3/8' ANGLE 5UPPLIE5 0 /51005, •K -8990 I I/O ' GA51 6RA55 9-11259. 1205112000 LAVATORY FIXTURE. KOHLER, FALLING WADER WALL MOUNIE0 LAVATORY WITH 12' 59001. K-1199 WITH K -7700 LAVATORY GRAIN IN POL15550 GH120ME. 050 K -307 -K WALL MOUNT VALVE FOR IN5TALLA110N. Ei e EQUIPMENT 01ST GONT• Q 0 150 -231 150 -241 160-251 1E0 -261 150-271 1E0-261 150 150 -301 160-211 150 -331 150 -341 150 -351 1E0 -361 IEO -371 1E0-301 100 150-401 d0 • JAW= 5'.i • 10. 6577309 WASH60YmN DESIGNED BY:SW /JCS/ SB /JP REVIEWER: JP JOB NO: 20256 NT EN 1011-51: AMERICAN 5TANDAl20, •2511.012 10510010 3.5 E1-056550 01-055 VALVE 011H 65012 5900 COLOR: 020 WHI15 5551: 912E55A0-11 5550 5115001 GOOK FLU55 VALVE: 5LOAN ROYAL •144-3 '55012 5900. 00115 09110551. 50-055 AUTOMA1IG FLU5H VALVE MIRROR: FULL 000015 OF 00051512, EXTEND FROM 109 5PLA5H 10 GEILIN6 5EE ELEVATION FOR EXAG1 61015 MIRROR: EXTEND FROM TOP OF 110E 005E 10 7' - 0' A00 REfKAG1ADLE PROJEGiOR LIFE: DRAPER: LG0 MOUNT A, 51AN0AR0 DOMD DAY GL05URE, WITH WIRELE55 REM015 CONTROL AND VIDE0 HOOKUP. NOTE: PROJEG0OR 1.101 10 DE APPROVED 6Y INFLOW PRIOR 10 OROERIN&. NO1 0550 PROJEGIOR: 5ANY0, LO, 9012156LE, UL1RA 6121651 COLOR V1050 PR0JEG10R, M000L•: P14-200 OVERALL SIZE: 6.2' N X 16.9' W X 15.2' 0 NO15: PROJEGIOR 10 DE APPROVED 6Y INFLOW PKIOR 10 OROERIN& HOOK: 008RIGK 576717 015155: 55115 51AINLE55 51EEL 5NOWER: AOUA OATH, HAN01GA99E0 SHOWER UN11 •G41360F5 COLOR: WNI1E1 WIfN F0L0 UP 5551, fA01ORY DRILLED DOME LI6111, NANO HELD 5NOWER 5513 30' 5010E DAR) 5NOWER CURTAIN AN() HOOK5. 100051- DAR: 006RIGK 0 -7674 GLA5500 5512155 TOWEL OAR 24' 1-E5615 X 3/4' 005051E12 015155: 901.15550 51AINLE55 51EE0- 150-32150f U550 NOT 0550 N01 U5E0 5HOWER FIXTURE: 10 OE OR0ERE0 5015 SHOWER FROM AOUA BATH, 5EE 00-22 FOR MORE INFORMATION. H01 WAFER HEA1ER, 5HOWER: 555 ENGINEERING PLAN5 0012 5900I010110N URINAL AMERICAN 51AN0AR0, MAYOROOK 1.0 URINAL 6561.015, WIfN 9 -1RAP. COLOR: WHITE URINAL 10 HAVE AUf0M51IG 6.055 VALVE OPTION URINAL 5GREEN: 005RIGK 1041 DESIGNER 5ER1E5 91-55110 LAMINATE: DLAGK •1041- LAMINAOE0 9LA511G 5065, FLOOR ANCHORED 611N 51AINLES5 51501. 105ER15 GAIE1IN6 51NK: ELKAY • ELU -12 46 51N6LE 6061- A0A 510101455 51EEL 51NK, 12' 010. X 6' DEEP, UNOERMOUN1. CATERING 51NK FIXTURE: KOHLER AVATAR K110HEN 51NK FAUG51, M00EL •K -6352, KI64H1 -5100 HANDLE W /DLAGK 5912AYNEAO, 90115550 CHROME FIN15H. INCLUDE 51RAINER A5 5HOWN, IF NOf INGL0050. MILLWOKK LEGENO MILLWORK KEYN015, NUMOER A5 INOIGA1E0 ELEVAf10N 515001 550110N SYMDOL MILLWOKK KEYNOT GON1RAG1012 i0 PROVIDE ANO IN51ALL FIVE -HIGH AOJU5IA6LE 5HELVIN6. 5EE MAIL 4/A7.2 FOR MORE INFORMATION. GON1RAG1012 10 PROVIDE AND I051ALL GOA1 ROD AN0 5551-9. 5EE WAIL 3/A7.2 FOR MORE INFORMATION. [31 005112501012 10 PROVIDE 05100 5551-9 51 RA0105 IN010A1E0. GONfRAG1012 10 PROV105 560 I051ALL 000NfER100 0 34' AFF. 5EE 0E1AIL 5/57.1 FOR MORE INfORMA110N. i Ni iF L O W Uptime ali the time. 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II■■ ■ ■•� ■ ■'� pj s � et/ J II ■■■ ■■ ■■ ■ ■ = I I p ! ' 1uii N••i Iiii � IiiM SEATTLE, WA INFLOW FACILITY REFLECTED CEILING PLAN- -SOUTH ■ ∎1_ ■� ■ ■_ ■_I ■_1 .-■_■ ■_ ■M 11•1111111111M•1•11•••• 11=1 ■_1_■ ∎■■_ ■ENN ■_1�•■ ■ ■ ■ ■ ■ ■I� ■�■• ■_ IIIIIIMMIll ■•I ■ IMI PIM ■_1� ■� ■ ■ • - ■ MIMI M ENE NO DATE 10/25/00 11/8/00 REVISIONS PROGRESS SET ISSUED FOR CONSTRUCTION 1 1 (Imo '07-114-iregirzfrorpOtf INEINEEMENIO um III \4 °1�� ® ■� ■II ■■ LI/Eggal :Al 1106#itiAVAtatoRmealaktiall 4 #1 " , I'll ' till ABT ®N'" o �IP� � a ��� ,,,. -mss ��e ��.4! ��i � f ��!I'� I' IN --- 4 4 1w eittlreVe4.4.04t-tv-zz r■ 1 ■ ■ ■■■\ > ��0 ■■ LPAM �® , ► 4.-��a ® ® ��'E. 1 r ■ tom ■ ■ ■l . � . ® �� o E. , li■Q��� 1111 ■ ■E /48 V • "► — m - ■■ ■■il■■ Al 11C�r€►i►a'� �� ; pa il....•, v d a �. 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Georgia 30345 (404)633-8998 Pax•833 -7311 w w 2 0 DESIGNED BY:SW /JGS/ SB /JP REVIEWER; JP JOB N0: 20256 A2.3 PEELEGIEO GEILIN6 PLAN LE&ENO L -I o c e 0 0 0 0 D E •F •6 O 2 X 2 &RID AND TILES MANUfAGfURER: U56 &010: 0000 0069005ION 5051EM, NARROW 9/16' GENTRIGIfEE 0X1 COLOR: 050 WHITE TILE: 50VARE 006E '50' STYLE: MILLENNIA GLIMAPLUS INOIGA0E5 MAIN TEE LOCATION 2X4 fLOOKEs0ENf LI04 0IXfURE Mf6: LITHONIA LIbH1IN&, 0M2 2' X 4' PAKAMAX PARABOLIC 1 00000 WITH 2' PEEP LOUVER, 3 LAMPS REGE55E0 3' LOW VOL-TOE 0001 010: LIiHONIA 01000100, 0V3R, GLEAR AOJU51A0LE 5PE0ULAR OPEN, 50 MR16 LAMP. 00005500 0000R050001 001M010111. MFG: LITHONIA LIb1TIN& 1.&0117 -7 I/O' APERTURE, 006005500 WHITE 0008 REGE55E0 EMERbENGY fLU0RE5GEN1 000001601. MF6: LITHONIA 01001100 1.40V7 -7 I/O' APERTURE, REbRE55E0 WHITE 000R, 110 TO EMERbENGY C1RCUIT. RECE5500 1NGAN0E5GENf OOWNLI64.11 fIX1URE. MF6: LI1H0NIA 0)011100 030 5E0IE5 -, 6 I/4' APERTURE, 0110'.CLEAR TRIM COLOR WITH HIGHLY 5PEGULAR.0)0)5H REGE5500 OIREGIIONAL LOW VOLTAGE 00WNLI051. Mf6: LIiHONIA LI601105 0LV 00105-3' APERTURE, WITH CLEAR TRIM COLOR WITH HIGHLY SPEGULAR 0)0)50 SEMI-REGE5500 90WNLI&1l, AGG0N1 FIXTURE M00: 5PY GRAIL 50K1E5, 601015, REMOOELIN5 REG05000 0)1, ALUMINUM FINISH RE5fR00M PENDANT fIX1URE 000: LOL TEAR 5-1 05241, GRY5IAL 01.0A0 GLA55 COLOR WITH 5AfIN CHROME CANOPY ANO OLAGK GORO 5EE ELEVATION NN /A6.10 FOR MOUN1INb HEI5H1 1060 PEN0AN1 FIXTURE M06: ARTEMIDE LI00GH MODEL: M16464 FLAP GEILIN6 5P0f 64 W/ MR11, 12' HE16H1. •0E0010E5 REMOTE TRANSFORMER* 500 DETAIL 5/57.3 FOR MOUNTINb L0051)0N 000500OOM PENDANT 0)X1000 MPG: 005GARINI, OOM PI000LA COLOR: 6REEN 5E0 ELEVATION AA /A6.6 FOR MOUNTING 11E1651 REGE5500 IN0550E60001 00051-1651 Mf6. 'HALO 'fLEXALL' 5E0105 INGANOESGENi THERMALLY PR0100100 M00EL HSO01, 5LA0K GOILEX 0Af0LE WITH WHI1E TRIM 000055E0 00000050051 DOWNLI6H1 OLAG0 IN MAGI( GEILIN6 MPG: 1-11500)5 016NTIN6 L60V7 -7 1/8' APERTURE WITH 51EPPED MAGIC 11Af0L0 00 REGE5500 EMERGENCY fLU0RE5GEN1 000014651 OLAG0 IN OLAG0 0011-156 MF6: LITNONlA 0)650156 LW/7-7 I/O ' APERTURE WITH 50000E0 OLAGK 5Af5LE &A'ERIN& AREA PENDAN0 5)00005 Mf6: 1-11)- MERLIN() 10E5 50 MOUN1 WITH 50000M OF FIXTURE AT 6' -6' UNDER COUNTER fA5K L16H1 ALKG0 LITTLE INGN INCANDESCENT, GOOK-WHITE, GANG FIXIURE5 00 5)06LE.50)105 INOIGATEO, FIXTURE 10 MEND FULL W100H OF GA010505. o- 6' -0' iRA0K L16110156 Mf6: MIKA00 6' -0° TRACK IN &REY FINISH THREE 15 56 06 12 GM DIAMEfE0 L16105 WITH 38 00600E SEAM 5PREA0 MR -16 50W LAMP. 7 1/4' DIAMETER CANOPY 001H EN05 Of TRAC0 WITH REMOTE J110X :15 55 06 WITH 25' 5IN6LE 5U5PENSION R00: 15 52 00 GUT R00 50 THAT 'RACK HAN65 24' FROM GEIL1N6 L•. 1• • 45 4A 8A 8A WALL 5GONGE Af OffIGE5 Mf6: FL05 WINGS, WHITE, INGAN0E5GEN1 MOUNT VERTICALLY WI1H GENIER 11 72' Aff 8' -0' 1RAGK 01650106 Mf6: MIKADO 6'-0' TRACK IN bREY FINISH TOUR 15 56 06 12 GM DIAMETER LI0515 WI1H 38 9060E0 BEAM 5PREA0 MR -16 50W LAMP. 7 1/4' OIAMEIER CANOPY 001H 01405 Of 1RAG0 WITH REMOTE 00X :15 55 08 11I111 13' 51561.E 5050505100 000: 15 51 00 GU1 R00 50 THAi TRACK HAN65 9' FROM GEILIN6 6' -0' 0E11106 MOUN1E0 00000E50E50 510IP fIXfURE Mf6: LIIHONIA LI6111IN6 M00EL: LO-2 8'-0' GEILIN6 MOUNTED EMERGENCY fLU0RE5GEN1 STRIP FIXTURE Mf6: LIiHONIA LI6N11N& MODEL: L8 -2 WALL MOUNfE0 EMERGENCY 0101URE. Mf6: 061 COLUMBIA M00EL: WM 5E01E5 12' -0' INDIREG1 FLUOR05GEN1 fIX1URE5, DUAL GIRGUI1 Mf6: GORELII0 GLA55 A PERT; 24' AIRCRAFT GAOLS IN WHITE 500050GOAT FINISH -5E0 PLAN TOR RUN LENSIH. 8'-0' INDIRECT FLUOR050EN1 FIXIURE5, Mf6: 00000)05 GLA55 A PER5; 24' 5)000 fi GABLE IN WHITE 5000ERGOAT FINISH -5EE PLAN TOR RUN LEN60H. 12' -0' IN0IREGT EMER6ENGY FLUORE5GEN1 FIXIURE5, Mf6: GORELIi0 GLA55 A PERTs 24' AIRCRAFT GABLE IN WHITE 900000GOAI PINION-5E0 PLAN FOR RUN L05615. 8' -0' INOIREGT EMER6ENGY FLUORE5GEN0 fIXIURES, Mf6: 00RELIIE GLA55 A PERTs 24' AIRGRAF0GABLE IN WHITE POW050006i FINISH -500 PLAN TOR RUN LENGTH. 12' -0' INDIRECT 5000RE5GEN1 01000005 A Mf6: 0000115 GLA55 A PERT) 24' AIRGRAFI GAOLS IN WHITE POWOERGOA1 FINISH -500 PLAN TOR RUN LEN6iI1. 8' -0' INOIREG1 fLU0R0500N0 01000005 M06: GORELIIE GLAS5 A PEPS 24' AIRGRAFI GA11LE IN WHI00 F000E00001 FINISH -50E PLAN TOR RUN LEN6i5. 4' -0' 15010E01 fLU0RE5GEN1 51XfURE5 Mf6: 0000)1TE GLA55 A PERTs 24' AIRGRAFI GABLE IN WHI10 000000GOA0 FINISH -500 PLAN FOR RUN LEN60H. 12' -0' INOIREG' EMERGENCY fLU0R050000 f9X1URE5 A Mf6: GOREL115 GLA55 A PORES 24' AIRGRAFI GABLE IN WH11E POWOERGOAT FINISH -500 PLAN FOR RUN 00564H. 8'-0' INOIR0G1 EMER6ENGY 51000050050 FIXIUR05 MFG: 00001/10 GLA55 A PERTo 24' AIRGRAFI GABLE IN WHI00 POW0000050 FINISH -5EE PLAN TOR RUN LEN605. 4' -0' INDIRECT 00006E501 51-000050600 010000E5 Mf6: 60050)05 GLA55 A PORES 24' AIRGRAFI GA11L0 IN WHITE POW0ERGOAT 0IN155-5E0 PLAN FOR RUN 1.E06TH. (0' - 0') O KEYNOTE, NUMBER A5 INOICATEO ALI65 EXHAU50 TAN 0E0E5500 ELEGi010 PROJEG010N 5GREEN 05-1-100, 'O0500000N' AUfOMAfIG PROJECTION 5GREEN. 81-000 4 0RAGE T.0 50000100E ABOVE; REFERENCE DETAIL 5/A7.2. UTILIZE MOUNIIN6 MEN1H00 '0' WITH L 11RAGKET. SIZE 8'-0' W X 5' -0'H. PROVIDE MAf1E WHITE VIEWIN6 5UKFAGE WITH OLAGK MA5KIN6 0000E05. GEILIN6 HEI6H0 ABOVE fINI5HE0 FLOOR, UNLESS NO0E0 OTHERWISE GEILIN6 MOUN100 PROJECTOR. REFER 10 EQUIPMENT 0)51 ON A1.3. INFLOW AU0)0/ 0)50AL GONSULfAN1 TO APPROVE EXAG1 0lS1ANGE FROM 5GREEN. GEILIN6 MOUNTED EXIT 5)60 ARR0W5 INOIGAiE PATH Of TRAVEL Mf6: LITHONIA, MODE PREGI5E 5E01E5 WITH 5URE -1-110 E0X, 1-00 006E LIT W11H RED 0011005. PROVIDE MIRRORED SAOKIN& FOR 5)5600 5500 FIXIUR05. .PROVIDE OIREGIIONAL ARROW5, 000110E OR SINGLE fAGEO A5 INDICATED 51560E POLE 50)00H LOCATION 3-WAY 50110H LOGAiION DIMMER 5WIfGH LO0A9I0N PROJE00ION 5GREEN 5WI1GH LOCATION 056 6RIDWARE: 60001 9/16' 2 X 2 GRIP WI1H ANOOIZEO 5ILVER FIN15H, 056 WIRE WORK5 5PEGIA1.11 PANEL5 I' X I' PATTERN IN CHROME fINI5H, 5Ef IN 2' GOMPA550 TRIM WI1H CHROME 010155. 0E11.156 WILL GAN1 FROM 10'-9' Aff 10 13'-6' AFT. 2 X 2 6810 ANO 1)1-05 a 14' -0' Aff MAN050000RER: U56 &R10: 0055 51.15PENSION 5Y51EM, NARROW 9/16' GENIRIGIfEE OXf COLOR: 205 OLAGK TILE: U56 00050 ACOU5fIGAL GEILIN6 50YLE: 51-11 2' X 2'X 3/4' 414 FINISH: OLAGK 0500065000 KEELEGIEO GEILIN& PLAN KEYNOTES O REFER 10 55000 A2.3 TOR REGEP110N AREA 1.161111%. O GONfRAGfOR 10 5EE EN6INE005 LI6HTIN6 PLAN TOR SWITCHING IN 005151NG. ROOM. O CONTRACTOR 10 PROVIDE ANO 1551ALL ELEGiRONIG PROJECTION 5GREEN WI1H SEPARATE 0 CONTRACTOR T.0 PROVIDE ANO IN5TALL 6' U56 GOMPA550 TRIM Af AREA INDICATED. GOMPA550 TRIM 10 OE WHI1E 360 0E6REE5. O CONTRACTOR TO PROVIDE AND INSTALL BLACK 6010 ANO TILE AT I4' -0 Aff IN 000500105 AREA. 6810 10 Af1AGH 10 WIN00W WALL ANO 10 OVERLAP 12' -0' AGOU5TIGAL 0E11156 BY MINIMUM Of 4' -0' IN ALL OIREG1IONS. 500 4/A2.3 TOR MORE INfORMA1)ON. 50100H.' 6 GON1RAG10R 10 PROVIDE AND IN5IALL 2' U56 GOMPA550 fRIM IN CHROME 510155 Al EDGE Of 000100 00ILIN6. 0 PROVIDE WALL MOUNTED 0)00000 a 8' -6' Aff TO GOWER Of 5)00URE. FIXTURE 10 OE fIEO TO EMERGENCY CIRCUIT. SO PROVIDE 5WIiCH FOR OPEN AREA. ALL OPEN AREA 010000E5 10 BE 11E0 10 5W11GH. 0 GONTRAGiOR 10 PROVIDE AN0 INSTALL 5000)1 10 TOP Of OUIL1-IN SHOWER. 5HOWER 15 600100E0 WITH BUILT -IN 0)650, PROVIDE JUNG1)ON 50X TOR L)6H1. TOP OF SHOWER 0 84' Aff. 10 IN AREA Of EXPANSION GONTRAG1OR 15 10 INSTALL TEMPORARY 5100URE5 ONLY, MOUNTED 01REG0LY 10 5TRUG0URE 10 PROVIDE MINIMUM LI6HfINb LEVEL 0E0010E0 000 0010156. 00 NOT I051ALL GEILIN6 FILE ANO 6 IN EXPANSION AREA UNTIL PHA5E TWO GONSfRUG1ION. 11 TEMPORARY EXIT 5165 LOCATION. EXIT 5165 10 OE REMOVE() IN PHA5E 1WO. CONTRACTOR 10 IN5IALL 6005UM 110AR0 505511 ABOVE GABINE15. 5EE 12 ELEVATION' LL /A6.9 TOR MORE INFORMATION. 13 00' N01 INSTALL GONFLIGTIN6 016505 IN PHASE I, LI6H05 WILL OE INSfALL00 IN PHASE II WHEN DEMISING WALL 15 9EMOL15HE0. 14 GONIKAGIOR 10 GENIER 6810 AND TILE5 WITHIN EACH 000M, A5 INDICATED. 15 GONIKAGIOR TO PROVIDE DUAL LEVEL SWITGHIN& FOR OPEN 05010E AREA. 16 GONIRAG10R 10 PROVIDE DUAL LEVEL SWIIGHINO IN 0501005. 17) GON'RAGiOR T.0 50)105 016505 IN' 0000)000, REGEP110N, BREAK, ANO 005N 10601500 FROM 51NOLE LOGA110N. 500 0005000 8. 0050000000 10 PROVIDE DUAL LEVEL SW11 6 FOR INOIR000 fIX10005. t PROVIDE OIMMAOLE 50)1GH FOR 00WNLI6N15 ALONG PERIMETER Of ROOM. 19 0051000100 T.0 PROVIDE ANO INSTALL WALL 5GONGE WITH GENIER AT 6'-0' Aff. SGONGE 10 0E MOUNf0O 1' - 0' FROM DOOR FRAME. 20 6810 10 CANT PROM 10' -9' Aff TO 13' -6' 21 GONTRAG10R 10 105TALL 5U1PEN050 0011-106 a 10' -6' Aff ABOVE 510155E0 FLOOR, 12' -0' Aff A110VE FIN15HE0 5LA11. 22 MO OONf0AG1 O 0R 10 OCK 5100 0000 6010 5HOR1 Of EXTERIOR 05001110N 10 ALLOW FOR FREE OPEN VEMENT F D. U INSTALL EXIT 5160 IN PHASE TWO. AREA 24 1551 6014.HEAD Al 9' -0' Aff 10 GON0EAL IRAG0 TOR 0000E0 000R. 11ULKHEA0 10 MATCH iHICKNE55, PARTITION WITH REGE5500 POCKET 11ULKHEAO 10 EXTEND IN GONfIN0005 PLANE TO.GEN0ER.PLUMSIN6.WALL IN RE5IROOM. Di000 EXPIRED 1 b F L O W Optime all the time. Architects & Engineers 2635 Century Parkway Suite Eight Hundred Atlente.0eorgia 30345 (4041833 -0990 P a ::0 3 3- 7 2! 1 ° o \ ASSOCIATES architecture Intedor design sncxEmm ATWMA,GEORCfA zW 0_ - z >- 0 J z � - J c5 W 0 (J) LJ W0 U WD - 'z U w LU W LL J PERMI1 DESIGNED BY:SW /JCS/ SB /JP REVIEWER: JP JOB N0: 20256 REF I VED CITY OF TUKWIIA :ENTEP meeraM 1 1 0 9 1 BMW 42l■ 1 1 1 261 1291 � J 0 0 41;. 410 H61 1 1 1321 1 ,33 1 1 341 POW/ Gi9MMUNICA1lONS 1'LAN--Ni9KfM r b 2 0 - 1 EXPIRED MW F L a W Uptime all the time 120A company Architects & Engineers 2635 Century Parkway Suite Eight Hundred Atlanta,Geargie 30345 C404,633-8998 rex:833-7211 ASSOCIATES arditecture interior desig. MOO CENTRAL PARK= ATCANTA,GEORGIA ( 77 9 80 >— <0 < 01— 0 _J 0 0Z < LJ ci-A$ 0 DESIGNED BY: SW/J GS/ SB/J P REVIEWER: JP JOB NO: 20256 0 0 i I ` 1 F 11 t 1 i 1 0 0 11 0 0 4D i 23� 0 - Or 0 iO 19 i 19 0 0 4D POWER/ GOMMUNIGATIONS PI-AN- -SOUTH SGA /8 " =I' -0° 0 0 - 17 051 X51 0 <D® O 4D4i 4WD 0 'W® 23 0 IDO 0 4D --I 7i/ i ! © 0 1 Gig 4D0 4D4i WO [al 41#6 O 11371 14 EXPIRED TRITE NMTB I M P L O W UpEime ell the time. Architects & Engineers 2636 Century Parkway Suite Eight Hundred Atlant 6 3 3 gia 39345 14941633 -6996 Fax :633-7E11 ('J T_ ASSuclATES architecture LMebm deft. MOO CENTRAL PARKWAY ATIANlA,GEORE (rm)HO.= DESIGNED BY:SW /JGS/ SB /JP REVIEWER: JP JOB NO 20256 POWEK ANO GOMMUNIGATION I,E&ENO GFI INOIGAIES GROUND fAULf INTERRUPT DEVICE • DUPLEX WALL OUTLET OUAORUPLEX WALL OUTLET D- TELEPHONE WALL OUTLET Jo- JUNCTION BOX WALL M0UN1E0 Q+ ® HARDWIRE ANO TELEPHONE fL00R OUTLET FOR fURNIfURE SYSTEMS �— GOLD WATER LINE POWEP ANO GOMMUNIGATION PLAN KEYNOTES' 0 GONTRAGTOR TO PROVIDE ANO O 2 GONTRAGTOR f0 PROVIDE ANO O 3 GONTRAGIOR f0 PROVIDE ANO 0 G0N1RAG10R f0 PROVIDE ANO REQUIRE() FOR GARD READER. O 5 GONIRAGIOR TO PROVIDE ANO REFER 10 ENGINEERING DRAWINGS FOR 0 REFER TO ENGINEERING ORAWING5 900 INSTALL GARD READER. MORE INfORMATION ON POWER IN NOG. MORE INFORMATION ON POWER REQUIREMENTS. 20 0001000100 f0 PROVIDE ANC) INSTALL JUNCTION BOX 10 BE 000100EO A60VE LOGO WALL IN 91EL0. REFER f0 E /A6.2 900 MOUNTING HEIGHT. /7\ IN PHASE ONE, CONTRAGIOR f0 INSTALL ALL SHOWN OUTLETS NORTH Of DEMISING WALL, PROV109 ONLY CONVENIENCE OUTLETS 00010 Of 0EMIAING WALL, REMAINDER Of POWER SHOWN 10 BE INSTALLE9 IN PHASE II. 22 CONIRAGTOR 10 PR0V10E AND INSTALL WALL MOUNTED JUNCTION 00X 900 000090TION 10 PROW 0000 BUZZER. 23 CONTRACTOR f0 PROVIDE ANO INSTALL JUNCTION 00XES 900 POWER ANO DATA GONNEGTI0N5 AT PERIMETER WALLS. RUN G0N0UIf THROUGH FURRING Af PARTITION A5 0E0010E0 f0 MAINTAIN A 019 INSULATION FACTOR. 24 POWER ANC. 0000 WATER LINE 900 GONIRAGIOR PROVIDED ANO INSTALLE0 UN0ERG0UN1ER REFRIGERATOR a WITH IGEMAKER. 25 00 NOT INSTALL JUNCTION ,SOX 900 SECURITY CAMERA IN PHASE ONE. INSTALL IN PHASE TWO. Q HARDWIRE 90000 OUTLET OUAORUPLEX 90000 OUTLET ® TELEPHONE 90000 OUTLET CD CEILING MOUNTED JUNCTION 00X CR GARO READER O KEYNOTE, NUMBER AS INOIGATEO INSTALL JUNCTION BOX 900 WALL 00000E. REFER 10 ELEVATION 900 MOUNTING HEIGHTS. INSTALL JUNCTION 00X FOR GEILING MOUNTED OVERHEAD PROJECTOR. INSTALL JUNCTION BOX FOR GEILING MOUNTED PROJECTION SCREEN. INSTALL GARD READER Al TENANT ENTRY 0000. MOOIFY EXISTING HARDWARE AS O GONIRAGIOR f0 PR0V10E AND INSTALL OUTLETS 0 3'-0' ABOVE FINISNEO SLAB, SO THAT OUTLETS ARE I'-6' All Al AREA5 WITH 1'-6' RAI5E0 ACCESS 10000109- TYPICAL. 0 POWER ANO 001.0 WATER LINE f0R GONIRAG10R PROVIDED AND INSTALLEO WATER f0UN1AIN. 10 POWER AND GOLD WATER LINE FOR 000100GIOR PROVIDED ASO INSTALLED 9000 SIZE REFRIGERATOR WITH IGEMAKER. 11 POWER 900 GONTRAGIOR PROVIDED ANO INSTALLE0 0000AGE OIAPOSAL. 12 POWER ANO 001-0 WATER LINE 900 00996E SERVICE. 13 POWER ANO G0L0 WATER LINE FOR CONTRACTOR PROVI0E0 ANO INSTALLED DISHWASHER. 14 POWER ARO 0000 WATER LINE FOR GONfRAGTOR PROVIDED ANO INSTALLED UN0ER000NTEK IGEMAKER. I5 POWE0 FOR GONTRAGfOR PR001090 AND IN5IALLAO MICROWAVE. 16 POWER ANO GOMMUNIGAIION OUTLET f0R TENANT'S COPIER MAGHINE. 17 POWER ANO COMMUNIGAfION OUTLET 900 TENANT'S PRINTER. IB POWER AND GOMMUNIGATION OUTLET 900 TENANT'S FAX MAGHINE. 19 CONTRACTOR f0 PROVIDE ASO INSTALL JUNCTION 00X FOR TENANT'S SEGURI1Y CAMERA. Dzono-3 EXPIRED JRUF NMtTN I Fq F l. O W . Uptime all the time. pa riy Architects A: Engineers 2.535 Century Parkway Suite Eight Hundred Atlanta. 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Georgia 30345 14041833 -8998 F a x r e 3 3 - 7 2 1 1 ASSOCIATES DESIGNED BY:SW /JGS/ SB /JP REVIEWER: JP JOB NO: 20256 EIVED TUKWIfA CeM T © - -- - - Earl 1111 1! I w ' � III 1111 1 • 11 , API 1 III I j ' I 11 li II III ■t .■ 111••1 ■11MIIII. •i11 1 1 igNi iiiq ___ a , ELI 111 111 iiaiiiiNii -- . i - II 11 IV i II I NIIII 1 I 11.1... ___ • . ••11M11• EI IiII III i � i � � � 11.I1at1G1 11 ui•'i 11 •It It. C ..! ■.Id. ■ui■ ■�I. — -- ----- - - - - -- -- - - - - -- — — - ---- e■.,d- - - -- — - -- -- - - -- — , - -- • . 1 111111111 1 lGi • ■ ii • ■ • . �� . ... 1 1 U 11 11 I 1 F4111 11 I ________________ ••ii■ ■ • .. . .i`•u• ..,■ ..J ■I1..�1■ ■■■•u .......uIt..MI .P, • ELI ELI 111111 ' I m i II 1111111 EMZEIrd ____ r __, s,..-,,, i , 1 ,,,, 07 NOV 100 m: \projects \pond - inflow \seattle 20056 \secttle -one story \cadfiles \01_fin_south.dgn D N ‘"C 'CD\ 0 CJ`' SEATTLE, WA INFLOW FACILITY FINISH PLAN - -SOUTH NO. DATE 10/25/00 11/8/00 REVISIONS PROGRESS SET ISSUED FOR CONSTRUCTION n 0 I 1 ENI -AK &0 K- STKOOM F I N I SH PLAN D1000 317 EXPIRE I N F P_ O W Uptime all the time. VOND company Architects & Engineers 2835 Century Perkeey Suite Eight Hundred Atiente.Georgie 80345 (4041833 -8998 Pax :633 -7211 DESIGNED BY:SW /JGS/ SB /JP REVIEWER: JP JOB No:, 20256 W. TE" F INISH L44-NO 0 1H INDICATES fL00R FINISH iii INOICA1E5 WALL FINISH INDIGAfES DA5E fINISH COUNTERTOP AND BACK SPLASH INOIGAIES PLASTIC LAMINATE GASINE15- VERfIGAL SURPAGES TRANSITION 51RIP- MA1GH SGHEOULEO EASE BLACK MARBLE THRESHOLD KEYNOTE, NUMBER A5 INOIGA1E0 INOIGAfES PLASTIC LAMINATE F INISH KEYNOTES O PROVIDE ALUMINUM VIGRAMOLO TRIM PIECE WHERE TWO 91ffEREN1 WALL FINISHES INfERSEG1. O SEE ELEVA1ION E /A6.2 FOR MORE INfORMA1ION ON 1.O60 WALL FINISHES. O GONTRAGIOR 10 PAINT INTERIOR 510E Of EXTERIOR HOLLOW ME1AL 0008 P2. O EXPANSION AREA. GONIKAGIOR 10 fINISH AREA IN PHASE 1W0 ONLY. 5 GONfRAGfOR 10 PROVIDE ANO IN51ALL AGROVYN PANELS Af RAMP IN 51A&IN6 AREA, PROVIDE CORNER GUARD5 ANO RAILING AS REOUIREV. O6 GON1RAGfOR 10 PROVIDE ANT/ INSTALL BLACK MARBLE 1HRESHOL0 Af RES1R0005. O CONTRACTOR 10 PROVIOE GARPEI INSERTS 1HA1 MIRROR bYPSUM BOARD 5OfFIT LOCATION. REFER 10 RV 7 ANC fL00R PLANS FOR LOCATIONS. O 8 GONIRAGIOR 10 PROVIDE G12 OVER RAI5E0 FLOOR Afl. GON1RAGIOR 10 PROVIDE G13 ANO G17 IN GHEGKERSOARO 9A1fERN OVER RAISED FLOORING Afl. 10 CONTRACTOR 10 PAINT PUNGN THROU&H P7. II GONIRAGIOR 10 PAINT PUNGN THROUGH P8. 12 CONY AGTOR 10 PAINT PUNGN 1HR000H P3. 13 REFER 10 ELEVATION Ff /06.8 TOR MORE INfORMA1ION ON fIN1514E5. 14 REFER 10 ELEVATION 66/A6.8 TOR MORE INfORMA1ION ON FIN15HE5. 15 GONTRAG1OR 10 PAIN1 PUNGN 114K00614 P1. I -NISH SPEC IFIGATIONS FLOORING, GfI GARPEI 1HROU6HOUf UNLE55 NO100 OTHERWISE. MANUFAGIURER: DURKAN STYLE: 011Y OLOGK GOLOR: GB 60 -519$ WALKER FAGS YARN: 100% GON1INUOU5 fILAMEN1 MONOANf0 NYLON TYPE 6> 6 WITH GOMMERGIAL GARPE1 PROfEGf0K. WIOfH: 12' DAGKING: AGTION SAG G12 GARPE9 TILE: 0UAR1ER TURN IN NOG MANUFAGIURER: SHAW GONIRAG1 STYLE: AGAOIA 50UARE 51YLE NUMBER: 59131 GOLOR. NAME: ROGK GL-IMO GOLOR NUMBER: 31500 GONS1RUGfION: MULTI -LEVEL PATTERN 1.009 fIOER PRODUCT: 100% 501 UL1RON VIP 50 OG9 NYLON PR01EGfIVE TREATMENTS: PERMANENT AN1151A1 fLOR5EP1 ANIIMIGROOIAL IN [ACKIN& MEETS 6 REOUIREMEN15. GAUGE: I /10 STITCHES: 13.0 PRODUCTION YARN WEIGHT: 22.0 OZ /Y02 91N15H PILE fHICKNE55: 129 INCHES AVERA&0 0EN611Y: 6139 OZ /903 WEI&N1 9EN511Y: 135,058 DYE METHOD': 50LU110N OYE0 SEGONOARY DAGKIN&: PERMASAG WARRANTY: 15 YEAR NON- 9RORA100 GOMMERGIAL G13 501.10 GARPEf TILE: MANUFAGIURER: SHAW GONfRAG1 STYLE: SYN1NE5I5 111 500ARE 5191.E NUMBER: 59050 COLOR NAME: GORNfLOWER COLOR NUMBER: 50402 GONS1RUG1I0N: RANDOM 1IF5HEAR f10ER PR000Gf: 100% SOLUTIA UL1R5ON'VIP 009 NYLON PROTEG1IVE 1REAfMEN19: FLORSEPf ANIIMIGR0SIAL IN OAGKING MEETS 65A KEOUIREMEN15 GAUbE: 1/10 61116005' 11.0 PRODUG110N YARN WEION1:.30.0 OZ. /902 919150 PILE 101090E55: 154 1060E5 AVERAGE 0EN5119: 7013 OZ /Y03 WEIGHT 0EN51PYI 210, 390 OYE 0E1000: YARN OYE0 SEGONOARY OAGKIN0: PERMA0AG WARRANTY: 15 YEAR NON- PRORA100 GOMMERGIAL G14 AGGEN1 GARPEI MANUFAGIURER: OMAN 51YLE: 90911 9510f COLOR: 5102 - GAM09LA00 GON51RUG110N: MIMEO 1009 HIOEK: 100% 501.0110 UL1RON VIP$ NYLON TYPE. 6, 6 0010TH: 12' DAGKIN&: 01110NBAG WARRANTY: 10 YEAR LIMI1E0 WARRANTY Gf5 AGGENI GARPE1 MANUfAG1URER: DURKAN 51YLE: 9E111 90101 COLOR: 915078 LAKE GON5TRUG110N: 1EX1URE0 LOOP NOR; 100% 501.0110 U1.1RON VIP$ NYLON TYPE 6, 6 01010: 12'M0N5ANT0 0009100: 00110140AG WARRAN1Y: 10 YEAR 1.151940 WARRANTY G16 AGGEN1 GARPEI MANUPAGIURER: DURKAN 5TYLE: PET11 POINf COLOR: 915106 -ANNA INK GON59RUG110N: 1EX1URE0 1009 HOER: 100% 0001100005 9ILAMEN1 50L011A ULTRON NYLON TYPE 6, 6$ 01010: 12' 0009100: AC1l00000' WARRANTY: 10 YEAR LIMI100 WARRANTY Gf7 50LI0.GARPEf TILE: MANUFAG1URER: SHAW' :GONTRACT 51YLE: 5YN1NE515 Ill 50UARE 591100UMBER: 59050 1.010.9 000E:'0050 GOLOR'NUMBER: 50371 GONOfRUG910N: RANDOM flPSHtAR f10ER PRODUG1 :.1005 501.1.1110 ULTR50N VIP 009 NYLON PRO1EG1IVE 1REA1MEN15: FL0R5EPT ANIIM16ROOIAL IN SAGKIN& MEE15 65A REOUIREMENf5 GAUGE: 1 /10 5111011E5: 11.0 PR000G1ION YARN 001001: 30.0 OZ. /Y02 910150 PILE THIGKNE55: .154 INGNE5 AVERAGE 0005119: 7013 OZ /Y03 WEI6111 0005119: 210, 390 0YE ME9000: YARN OYE0 SEGONOARY'OACKIN0: PERMAOAG WARRANTY: 15 YEAR NON- PRORAIE0 GOMMERG4AL AD2,04C)0 WALL5 Vfl VINYL GOM9051110N fILE MANUFAGIURER: MANNIN610N GOMMERGIAL 5111.0: E55EN1IAL5 VINYL 0009051110N COLOR: 175 MINERAL GRAY SIZE: 12' X 12' 00060: 1/8' V12 VINYL TILE MANUFACTURER: FOR00 STYLE: GOLOREX VINYL 111.E 001.05: 50 150208 GRANITE SIZE: 29' X 24' 1HIGKNE55: 2.0 THIGKNE55 V13 VINYL 111E MANUFAGIURER: 90500 51YLE: GOLOREX VINYL TILE 001.0R: 50 150209 0A5AL1 51ZE: 24' X 24' THIGKNE55: 2.0 THIGKNE55 API AGGE55 FLOOR TILE MANUPAGIURER: 101E 0E5GRIP110N: 2'X 2'000E55 91005 -1A' H 1NFLOW NATIONAL CON1RAG1 501 SEALED 00005015 CLEAR CONCRETE SEALER LAP1001H INSTALL PER MANUFACTURER'S REGOMMENOAIIONS. USE NUMBER Of GOATS AS 5E0000E50E0. NO1E: GLEAN ALL PAINT ANO M15GELLANEOU5 MARKINGS 9ROM 00505015 5URFAGE5 PRIOR 10 APPLYING SEALER. fl. OAIHROOM TILE MFG: AMERICAN OLEAN 001.05: A33 GHARGOAL SIZE: 2' X 2' SOUARE 051 DAIHSOOM 05009 - -1/8' JOIN1 595: LAfIGRE1E 00105 22MI0NIEHT BLACK 01 RUDDER 805E 05509501URER: ROP9E 001.0R: 9100 OLAGK 51YLE: 4' GONfIN0005 G01L RUDDER COVE DA5E 02 TILE DA5E MANUFAGIURER: AMERICAN OLEAN 001.0R: A33 GHARGOAL 5TYLE: 4' 5105 111.E 0A5E Wfl WALL TILE MANUFAGIURER: AMERICAN OLEAN COLOR: A33 CHARCOAL 51YLE: 2' X 2' 11LE PI 'PAINT 1550005001 UNLE55 501E0 0(11E15015E. MANUFAGIURER: 101 51114: LATEX EGG5HELL 91N15H 001.-OR NAME: WHITE SAPLING COLOR: 648 MP *: 30YY 64/048 92 1515 PAIN1 INROU6NOU1 UNLE55 N01E0 OfHERW15E. MANUFAGIURER: 101 51YLE: ALKYD 5EM1 -61.055 91N155 00105 SAME: WHITE SAPLING COLOR: 648 MP, 30YY 64/048 P3 AGGEN1 FAINT MANUFAGIURER: 001.145 INTERNATIONAL, INC. COLOR: fERROXTONE 9X -400 GONIAG1 NUMBER: 972 -250 -2964 94 AGGENI PAIN1 MANUFAGIURER: 0014.EN INIERNAt10NAL> INC. COLOR: GRAFION 00 -04EM 0ON1A01 NUMBER: 972 -250 -2964 95 AGGEN1 FAINT. MANUPAGIURER: ICI 517LE: LA1EX 0065NELL FINISH 001.05 NAME: A5001 GLUE COLOR: 1437 M9*: 9000 41/040 96 AGGEN1 PAIN1 N0f 0540 P7 AGGEN1 9AIN1 MANUFAGIURER: SHERWIN WILLIAMS 51YLE: LATEX E605NELL 911415H COLOR NAME: 5UNKEN GARDEN 001.05 NUMBER: 5001412 P8 ACCENT PAIN1 MANUPAGIURER: ICI 5TYLE: LATEX 06550E14 FIN15H DOLOR NAME: INLAND WATERS 00105 NUMBER: 1426 M9•: 9006 16/060 WINDOW 0LI005 EXPIRED 99 AGGENI PAINT FOR fUOULA5 51441. GOLUMN5 MANUFACTURER: 101 51YLE: ALKYD 5EM1 -51.055 FIN155 COLOR NAME: DEEP ONYX COLOR NUMOER: 1674 910 GEILIN6 OLAGK -OUT PAINT MANUFAGIURER: BENJAMIN MOORE 51114: LATEX FLAT 9IN150 COLOR NAME: OLAGK COLOR NUMBER: 1603 PII GE11,100 PAINT ANO 699505 BOARD 509911 PAINT, 1NROUENOUT 000055 00140 OTHERWISE MANUFAGIURER: BENJAMIN MOORE 5TYLE: LATEX RAT FIN155 00005 NAME: GEILIN6 WNI16 G01.0R NUMBER: 25801 WGI WRITABLE WALLGOVERIN6 MANUFACTURER: MOO 5TYLE: MEM ERA5E 0RY ERA5APLE WALLGOVERIN&, 9500009 0000: ME -62 -02 00005 CHALK 001010: 62' WG2 RE59ROOM WALLGOVERIN6 MANUFAGIURER: MAHARAM 5TYLE: TETRA 395560 *05515 SERIES* COLOR: 009 YUGGA 0REEN GON16015: 100% VINYL DACKIN6: G01105 05NASUR6 TYPE/ WEIGHT: 1YPE II, 25 OZ. W101H: 51' WG3 RE59ROOM WALLGOVERING MANUFAGIURER: MAHARAM 5TYLE: TETRA 395560 *DA5I5 5E51E5* 001-05: 003 0559019E GON15515: 100% VINYL OAGKIN6: GO1fON 05500050 919E/ *01001: 199E II, 25 OZ. WI01N: 51' API 505005N WALL PANEL5 MANUFAGIURER: 505001N INTERIORS 5TYLE: PED5LE150 TEXTURE 0014R: •108 BLACK 1HIGKNE55: .040/ .060 WALL PR01EG1ION 551 555IROOM 50110 SURFACE MANUFACTURER: 90RMIGA 5TYLE: 5URELL, 50110 505540100 MATERIAL COLOR: &RAPHIIE PLI PLA5110 LAMINATE - MANU9AGIURER: NEVAMAR 51YLE: SIl.VERLINE HAUTELIN( 1EXLURE0 001..0R: HLT -0041 91.2 9005110 LAMINATE MANUFAGIURER: NEVAMAR 51YLE: OLAGK PEARL KHAYAW000 94X10540 001.0R: W-6 -0551 PL3 PLA5TIC LAMINATE MA00950105E5: 050050IAL COLLECTION 9ROM FORMICA 5TYLE: DRU5HE0 ALUMINUM 001.05: 2022 5555HE0 ALUMINUM PL4 PLA5110 LAMINATE MANUPAGIURER: NEVAMAR 51YLE: 05510 MACK. HAUIELINK 14X10540 COLOR: 501 -0011 91.5 PLA5T1G LAMINATE MANUFACTURER: NEVAMAR 51YLE: JEf OLAGK'1EX5URE0 00005: 5-6 -531 PLO PLA5fIG LAMINATE INTERIOR Of MICROWAVE 5HELF5 VERTICAL 55990515 MA50950105E5: A0E1 LAMINAII. 5TYLE: 5E1 COLOR: *543, 6REEN MANUFAGIURER: LEVOLUR 51YLE: RIVERA 5E51E5 51ZE: I' MINI OLIN05 COLOR: 34 05050E0 ALUMINUM 1 IV F L O W Uptime all the time 100 Architects 6 Engineers WM Century Parkway Suite Eight Hundred Atlanta. Ceoryia 80345 <4 D41833-B gg8 Pas:e33-7E11 ASSOCIATES U*P. 9000 CFNIRALPAFKWAY smmm ,am ATLAM'A,CEORG:A anna !rml w,,,.,vw, n OPT 7R. 01009' MGM DESIGNED BY:SW /JCS/ SB /JP REVIEWER: JP JOB ND: 20256 0 0 0 IDD DD 00 fYP. 00000 AL cE cc x 5Gna:1/5".1' 0 0 0 0 ,-- FURNITURE E 1-AN- -NOUN LU !RAMP UP_ „ 1 16'-0' • 0 O 0 O 0 0„0) 0 RAMP UP-> 8' - 0 . <H--- RAMP UPi 16'-0' EXPIRED TR. WIRTII 1 NI P L W Uptime all the time. Car Architects P. Engineers 2835 Century Parkway Suite Eight Hundred Atlanta,Georgle 30345 R00833-8998 Fax:833-7211 tt, t C; GQDW1N ASSOCIATES C1TY C DESIGNED BY:SW/JGS/ SB/JP REVIEWER: JP JOB NO: 20256 NTE, I ( I j i j I I I j i j I i 6GAI4: I /8" = I ' -0" �UKNITUK —50UTN Mal GOWN j3 R15ER5� 1 DZOO e■ RISER r -- C RAMP VOW1 18' -0. 1 V EXPIRE TRITE NORTH I 9V F L 4;>• W Uptime ell the time. pa riy Architects & Engineers 2995 Century Parkway Suite Eight Hundred Atlenta.Ceorgia 30345 (4 047933 -9995 P a x 9 3 3- 7 2 1 1 W O ti O O ASSOQA aeNdo<d BraP.c dam' 9000 MISR. PARKWAY ATLANTA, GEORGIA 303}8 Ir�1mf vm PERMIT CEN DESIGNED BY:SW /JGS/ SB /JP REVIEWER: JP JOB NO: 20256 A5.2 NOTE: fYPIGALS WERE GREA1E0 FROM INFLOW - SACRAMENTO 1YPIGALS AO ARE 10 5E GONWIRMEO 0Y INFLOW PRIOR 10 G OERING. 1W0-2HIGN GASINE1 / 48° WI OE WITH SLIDING 0008 G -G WORKSTATION VISAVIS GNAIR &ENEKAI- MANAGEK TYPIGA L } CODED SY 5GALE:1 /4 ° =I' O VISAVIS CHAIR SCALE: I /4 ° = 1 ' - 0 ° MEGA 2 GNAIR ONE -4HIGN GAD1NE1, 48" WIDE ARTEMIDE TOLOMEO TASK LIGHT MO01LE PEDESTAL-23 °0 OE>% I GE TYP I GAL-, CODED SY (") ARTEMIDE 10LOMEO TASK LIGHT (A) G-f WORKSTATION MO01LE PEDESTAL -23 °0 AR1EMIOE TOLOMEO TASK LIGHT 4 -HIGH MONO WALL WITH SPECIAL WORK MONO WALL , o 1 SNELE PRIVAGY SCREEN WOPKSTATION TYPICAI -, 000E0 SY ( WOKKSTATION TYPIGAT,, GOOD by SGALE:1 /4 ° =1'-0° "H° TABLE, 63° X 31 I /2° VISAVIS CHAIR FURNITURE PLAN KEYNOTES NO WALL PRIVAGY SCREEN MEGA 2 GNAIR TKA I N I N& KOOM TYP I GAI CODED SY 2 O 003/7 O INFLOW TO COORDINATE INSTALLATION AND DESIGN OF CUSTOM FURNITURE PIECES. Z� FURNITURE SHOWN INDICATES DESIGN INTENT ONLY. INFLOW TO COORDINATE EXACT SPECIFICATIONS. CONTRACTOR TO PROVIDE AND INSTALL STANDARD INFLOW OFFICE FURNITURE AS INDICATED. STANDARDS ARE VITRA. AD HOC SERIES. ANY VARIATION TO TYPICAL INDICATED TO BE APPROVED BY INFLOW PRIOR TO INSTALLATION. 4O INFLOW TO COORDINATE INSTALLATION AND SELECTION OF STORAGE UNITS IN N.O.C. KI -A -K3 WORK6fA1 ARTEMIOE 10t-0ME0 TASK LIGHT PRIVACY SGREEN SCAL I /4 ° =1 ' - 0 ° MO6ILE PEDESTAL 29° MEPA 2 CHAIR EXPIRED ONE -4HI6.H GASINE1 48° WIDE *ONE ORGANIZATIONAL PANEL fOR 000SLE 0E5K *ONE ORGANIZATIONAL PANEL F SINGLE 0E5K *TWO GAfALOG/ FILE SINS *ONE LETTER TRAY O5 REFER TO ENGINEERING DOCUMENTS FOR RACK AND CRAC UNIT LAYOUT :I AREA OF EXPANSION. NO FURNITURE TO BE INSTALLED IN PHASE ONE. Q INFLOW STANDARD 8' -0" X B' -0 X 8' -0 "H CAGES WITH SLIDING DOORS. CAGES TO EVENTUALLY EXPAND TO 8' -0" X 20' -0" X 8' -0" H. 8O PROVIDE TWO 2 -HIGH CABINETS WITH SLIDING DOOR IN OFFICE 102, RATHER THAN ONE 4 -HIGH CABINET. a 1.1 F L o w Uptime all the time. 1 company Architects & Engineers 2835 Cantury Parkway Suite Eight Hundred ELleete.Ceorgie 30345 t4 043833-8998 yez= 833 -7311 0 F- _ U LL 0 LL z LiJ J F Q LL I1) J Q U (n o- > F- F- O LU >- O LLJ I F- 2 CM z LL LU LU F- 0 z OR YOF !.; uJ DESIGNED BY: SW /JGS/ SB /JP REVIEWER: JP JOB NO: 20256 LA =UNIT C • A ELEVATION C K WAL-1, 4 100 SEHINO D A6. 1 SGA14:1 /2' = 1 ' - 0' 2' -0' 1 EXPIRED ELEVATION KEGEPTION / GUSTOMEK WOKK AKA I23 SGALE: I /2 .1 ' -0' DRYWALL 6Offl1 6GHEOULE0 6A6E I' -6' H1 &H GUf- fHROU &H IN WALL 61RUG1URAL COLUMN LINE 3G 2' COMPASS° 1RIM Al CAN1E0 GEILIN&'. DRYWALL 6Offl1 UMW WALL IN REGEP1ION LOW- HEI&N1 WALL PUNGN- THROUGH IN PARTITION. PAINT INFERIOR Of PUNCH - fHROU &H P -6. SGHAOULEO 6ASA I.EVAT I ON @ GEPT I ON WAL-1. *100 SGALE: I /2' = I ' -0' 1' -6' SGA1 /2 ° =I' -0° E0. jj'- 01,9 "j, TYP. TYP. I5' -6 1/2 lYP. EL- VATION @ GUSTOMEP WOKK AKEA 4 123 LOP Of REGEPfION AREA WALL GEILIN& &KIO W 14' -0' A.P.P. 6'COMPAAH0 TRIM Al 12' -0° �AGOU51IGAL GEILIN&. OKYWALL AOff11 A60VE SEAIIN& AREA PAR11110N WALL 10 GA1EKIN& 6EYONO 1HICK X 9' -0' N1 6N PATTERNED 1EMPEKEO &LAOS 510ELI&Hf, WITH KACASAE0 SIOE CHANNEL AI WALL. lOP, 60110M, ANO OPEN SIDE Of &LASS 10 HAVE EXPOSE() I'. VOL. STAINLESS SLEEL CHANNELS. &LAOS f0 OE SKYLINE DESIGN, PAffERN: '61AKAOX REPEA1', OPTION A. PA1fERN 10 BE EIGHEO DIRECTLY ONTO &LAAA. SCHEDULED 6AHE 2' &OMPASSO PRIM Al &ANTED GEILIN& OKYWALL SOffI1 51KUGfUKAL COLUMN LINE 3G --1RIM 01)1 WITH ORYWALL ON fURKIN& GNANNEL ANO PAINT 6LAGK, P -l0. URVEO WALL N KEGEP1ION LOW- HEI &H1 WALL PUNCH- 1HROU &H IN PAR11110N. PAIN1 IN1EKIOK Of PUNCH - 1HROU &H P -8. SGHEOULEO 6AAE ! !d c L O Uptime ell the time Architects & Engineers 2035 Century Parkway Suite Eight Hundred Atlante.0eorgie 30345 [404)8 Fes = 8 38-731 1 ASS8PR hatvdordesigt %1e0@lIRl LPARR1YAY AnAxrAGEORGIn F- 0 0 J LL Q w J F- F- LU Cr) RECE ED CITY OF UKWILA ERMI DESIGNED BY:SW /JCS/ SB /JP REVIEWER: JP JOB NO: 20256 NTE= ELEVATIONS ISSUED FOR CONSTRUCTION PROGRESS SET N.— - -- 0 \ " o " „0 - ,0 -,01 a/I e ,0 -■e AL I OPEN-- '\ ° l'\ \ &N\ — 2 7.3 fY. C � / o 0 I „0 -,5 \ mmawav MOW moN Ob.. r WIP // I < EO. 9' 1 �1-YP.�4YP. , 6' -8 1/2 " 4' -2 1/2 " 14' -Il 1/2 10' -10 1/2 " A ELEVATION C K WAL-1, 4 100 SEHINO D A6. 1 SGA14:1 /2' = 1 ' - 0' 2' -0' 1 EXPIRED ELEVATION KEGEPTION / GUSTOMEK WOKK AKA I23 SGALE: I /2 .1 ' -0' DRYWALL 6Offl1 6GHEOULE0 6A6E I' -6' H1 &H GUf- fHROU &H IN WALL 61RUG1URAL COLUMN LINE 3G 2' COMPASS° 1RIM Al CAN1E0 GEILIN&'. DRYWALL 6Offl1 UMW WALL IN REGEP1ION LOW- HEI&N1 WALL PUNGN- THROUGH IN PARTITION. PAINT INFERIOR Of PUNCH - fHROU &H P -6. SGHAOULEO 6ASA I.EVAT I ON @ GEPT I ON WAL-1. *100 SGALE: I /2' = I ' -0' 1' -6' SGA1 /2 ° =I' -0° E0. jj'- 01,9 "j, TYP. TYP. I5' -6 1/2 lYP. EL- VATION @ GUSTOMEP WOKK AKEA 4 123 LOP Of REGEPfION AREA WALL GEILIN& &KIO W 14' -0' A.P.P. 6'COMPAAH0 TRIM Al 12' -0° �AGOU51IGAL GEILIN&. OKYWALL AOff11 A60VE SEAIIN& AREA PAR11110N WALL 10 GA1EKIN& 6EYONO 1HICK X 9' -0' N1 6N PATTERNED 1EMPEKEO &LAOS 510ELI&Hf, WITH KACASAE0 SIOE CHANNEL AI WALL. lOP, 60110M, ANO OPEN SIDE Of &LASS 10 HAVE EXPOSE() I'. VOL. STAINLESS SLEEL CHANNELS. &LAOS f0 OE SKYLINE DESIGN, PAffERN: '61AKAOX REPEA1', OPTION A. PA1fERN 10 BE EIGHEO DIRECTLY ONTO &LAAA. SCHEDULED 6AHE 2' &OMPASSO PRIM Al &ANTED GEILIN& OKYWALL SOffI1 51KUGfUKAL COLUMN LINE 3G --1RIM 01)1 WITH ORYWALL ON fURKIN& GNANNEL ANO PAINT 6LAGK, P -l0. URVEO WALL N KEGEP1ION LOW- HEI &H1 WALL PUNCH- 1HROU &H IN PAR11110N. PAIN1 IN1EKIOK Of PUNCH - 1HROU &H P -8. SGHEOULEO 6AAE ! !d c L O Uptime ell the time Architects & Engineers 2035 Century Parkway Suite Eight Hundred Atlante.0eorgie 30345 [404)8 Fes = 8 38-731 1 ASS8PR hatvdordesigt %1e0@lIRl LPARR1YAY AnAxrAGEORGIn F- 0 0 J LL Q w J F- F- LU Cr) RECE ED CITY OF UKWILA ERMI DESIGNED BY:SW /JCS/ SB /JP REVIEWER: JP JOB NO: 20256 NTE= ELEVATIONS ISSUED FOR CONSTRUCTION PROGRESS SET N.— a/I e ,0 -■e 2 7.3 fY. C � / o 0 I „0 -,5 \ < EO. 9' 1 �1-YP.�4YP. , 14' -Il 1/2 A ELEVATION C K WAL-1, 4 100 SEHINO D A6. 1 SGA14:1 /2' = 1 ' - 0' 2' -0' 1 EXPIRED ELEVATION KEGEPTION / GUSTOMEK WOKK AKA I23 SGALE: I /2 .1 ' -0' DRYWALL 6Offl1 6GHEOULE0 6A6E I' -6' H1 &H GUf- fHROU &H IN WALL 61RUG1URAL COLUMN LINE 3G 2' COMPASS° 1RIM Al CAN1E0 GEILIN&'. DRYWALL 6Offl1 UMW WALL IN REGEP1ION LOW- HEI&N1 WALL PUNGN- THROUGH IN PARTITION. PAINT INFERIOR Of PUNCH - fHROU &H P -6. SGHAOULEO 6ASA I.EVAT I ON @ GEPT I ON WAL-1. *100 SGALE: I /2' = I ' -0' 1' -6' SGA1 /2 ° =I' -0° E0. jj'- 01,9 "j, TYP. TYP. I5' -6 1/2 lYP. EL- VATION @ GUSTOMEP WOKK AKEA 4 123 LOP Of REGEPfION AREA WALL GEILIN& &KIO W 14' -0' A.P.P. 6'COMPAAH0 TRIM Al 12' -0° �AGOU51IGAL GEILIN&. OKYWALL AOff11 A60VE SEAIIN& AREA PAR11110N WALL 10 GA1EKIN& 6EYONO 1HICK X 9' -0' N1 6N PATTERNED 1EMPEKEO &LAOS 510ELI&Hf, WITH KACASAE0 SIOE CHANNEL AI WALL. lOP, 60110M, ANO OPEN SIDE Of &LASS 10 HAVE EXPOSE() I'. VOL. STAINLESS SLEEL CHANNELS. &LAOS f0 OE SKYLINE DESIGN, PAffERN: '61AKAOX REPEA1', OPTION A. PA1fERN 10 BE EIGHEO DIRECTLY ONTO &LAAA. SCHEDULED 6AHE 2' &OMPASSO PRIM Al &ANTED GEILIN& OKYWALL SOffI1 51KUGfUKAL COLUMN LINE 3G --1RIM 01)1 WITH ORYWALL ON fURKIN& GNANNEL ANO PAINT 6LAGK, P -l0. URVEO WALL N KEGEP1ION LOW- HEI &H1 WALL PUNCH- 1HROU &H IN PAR11110N. PAIN1 IN1EKIOK Of PUNCH - 1HROU &H P -8. SGHEOULEO 6AAE ! !d c L O Uptime ell the time Architects & Engineers 2035 Century Parkway Suite Eight Hundred Atlante.0eorgie 30345 [404)8 Fes = 8 38-731 1 ASS8PR hatvdordesigt %1e0@lIRl LPARR1YAY AnAxrAGEORGIn F- 0 0 J LL Q w J F- F- LU Cr) RECE ED CITY OF UKWILA ERMI DESIGNED BY:SW /JCS/ SB /JP REVIEWER: JP JOB NO: 20256 NTE= ELEVATIONS ISSUED FOR CONSTRUCTION PROGRESS SET i Pi F L O W Uptime all the time. fYP. 6N GUIV5PACIN6 •066114 Af Gf6K• 4' -2 1/2 " — GEILIN6 GRID 6' HI&H 056 GOMPA550 TRIM GEILIN6 6810 PAINfEO P7 2 LIGHT FIXTURES GL6 MOUNIEO DRYWALL 50FF1f FIXING In-ME AND GAOLS HARDWARE A1fAGHEO '0 6YP. BOARD HEAP ELEVATION @ LOCO WALL IN PEG 100 SGALE:1 /2 ° =I' -O° %ALE:I /2' °I' EL @ O *102 5/16' SELF-fAPPIN& SCREWS TOP AND DOTI. 6YP. WARP FRAMED OPENIN& 1.5MM GAOLS, 50 15.30 ALUM. PANEL 516N, 3' -3' WIPE 0Y HAMMERED 0E516145 PERFORAIE0 ME1AL SCREEN W/ BENT ALUM PRIM Al TOP ANO 001fOM. METAL 10 0E SUPPLIED 0Y MGNIGHOLS GO., 11EM NUMBER 033 ON 055, 26 GAUGE, PERFORAfAO STAINLESS. FIXING PLA1E ANO HARDWARE A1fAGHEO LE 10 AN60 ("Yr. 0O YP. ARV SILL ANGLED GYP. 0OAR0 FRAMED SILL 5GHE0ULE00A5E bYPSUM BOAR() GEILIN6 AAOVE 3/6' 1HIGK X 9' -0' MIAM CLEAR fEMPEREO 64.-A55 WITH REGE55E0 GHANNEL5 ON THE 510E5 ANO EXP05E0 I' POLISHE() 50AINLE55 STEEL GHANNEL5 AT TOP ANO 001TOM. SGHEOULE0 BASE NOTE: ALL METAL HARDWARE OY SHOPKIf EXPIRED D2.1)00#3 ' -0" 0/A WIDTH ELEVATION @ O>%EIGE .102 ( —ARTWORK 0Y OfHEK5 0 �Y. IJ / // // = P // // yyI9' I 0 Iy 1.Y ,. l YP. "' I 3' —6" :5, X 18' —7 1 /2 " fOP OF OFFICE .102 WALL ORYWALL 500011 GEILIN6 &RI0 a 14' -0' A.F.F. ARIMEI0E- L11EGH, MIKAVO TRAGIC CANOPY FOR SUSPENSION R00. ARIMEIOE- L11EGH, MIKA9O 'MAGI( SUSPENSION MOO. ARTMEIOE- LIfEGH, MIKA00 'RACK- OLAGK. AR0MEIVE- LI1EGH, MIKA00 TRACK SPO1LI6H1 16 WITH 1RAGK AOAPIER. —3/0' THICK X 9' - 0' HI6H PATTERNED TEMPERED 61.A55 510ELI&Hf1 W11H REGE55E0 510E CHANNEL- AT WALL. 10P, 00110M, ANO OPEN 510E OF 6LA55 TO HAVE EXPOSED. 1' POL. 5IAINLE55 51EE1. GHANNEL5. &I.-AAA 10 0E SKYLINE 0E516N) PAffERN: 'A1AR00X REPEAT', OPfION A. PA1fERN 10 OE EfGHEO OIREGILY 01110 6LA55. SGHEOULEO SASE GEILIN6 &RIO E 14' -O° A.0.0. 6' HIGH U56, GOMPA550 TRIM GEILIN6 &RIO TOP OF GYPSUM 00AKP 500011 Af PRESENTAf10N ROOM OEYONO TOP OF GAIERIN6 WALL 3 LI&Hf GEI1.IN6 0IXIURE, LAL LIAH1IN6, 6L16615G, 5AIIN CHROME, 36' H16H X 39' WIDE. FIXTURE SHOWN FOR REFERENCE ONLY} 10 0E MOUNfE0 ON 0000511E 510E OF WALL. 3 /6' 1HIGK CLEAR 1EMPERE9 6LA55 REGE55E0 IN CONGEALED GHANNELS. PAINT INTERIOR OF PUNGHOAGK PI. GHE0ULE0 BASE CITY R O S HERMIT R c parry Architects & Engineers 283N Century Parkray Suite Eight Hundred Atlanta.0eorgta 90845 14041899 -8998 F a x :8 9 9- 7 2 1 1 Q ASSOCIATES IN 7100 OMBAI.PARKWAY KRAN:A.GEOBGu frmt e0.2eo n DESIGNED BY:SW /JCS/ SB /JP REVIEWER: JP JOB NO: 20256 :NED TUKWILA CENTS, kill i Pi F L O W Uptime all the time. fYP. 6N GUIV5PACIN6 •066114 Af Gf6K• 4' -2 1/2 " — GEILIN6 GRID 6' HI&H 056 GOMPA550 TRIM GEILIN6 6810 PAINfEO P7 2 LIGHT FIXTURES GL6 MOUNIEO DRYWALL 50FF1f FIXING In-ME AND GAOLS HARDWARE A1fAGHEO '0 6YP. BOARD HEAP ELEVATION @ LOCO WALL IN PEG 100 SGALE:1 /2 ° =I' -O° %ALE:I /2' °I' EL @ O *102 5/16' SELF-fAPPIN& SCREWS TOP AND DOTI. 6YP. WARP FRAMED OPENIN& 1.5MM GAOLS, 50 15.30 ALUM. PANEL 516N, 3' -3' WIPE 0Y HAMMERED 0E516145 PERFORAIE0 ME1AL SCREEN W/ BENT ALUM PRIM Al TOP ANO 001fOM. METAL 10 0E SUPPLIED 0Y MGNIGHOLS GO., 11EM NUMBER 033 ON 055, 26 GAUGE, PERFORAfAO STAINLESS. FIXING PLA1E ANO HARDWARE A1fAGHEO LE 10 AN60 ("Yr. 0O YP. ARV SILL ANGLED GYP. 0OAR0 FRAMED SILL 5GHE0ULE00A5E bYPSUM BOAR() GEILIN6 AAOVE 3/6' 1HIGK X 9' -0' MIAM CLEAR fEMPEREO 64.-A55 WITH REGE55E0 GHANNEL5 ON THE 510E5 ANO EXP05E0 I' POLISHE() 50AINLE55 STEEL GHANNEL5 AT TOP ANO 001TOM. SGHEOULE0 BASE NOTE: ALL METAL HARDWARE OY SHOPKIf EXPIRED D2.1)00#3 ' -0" 0/A WIDTH ELEVATION @ O>%EIGE .102 ( —ARTWORK 0Y OfHEK5 0 �Y. IJ / // // = P // // yyI9' I 0 Iy 1.Y ,. l YP. "' I 3' —6" :5, X 18' —7 1 /2 " fOP OF OFFICE .102 WALL ORYWALL 500011 GEILIN6 &RI0 a 14' -0' A.F.F. ARIMEI0E- L11EGH, MIKAVO TRAGIC CANOPY FOR SUSPENSION R00. ARIMEIOE- L11EGH, MIKA9O 'MAGI( SUSPENSION MOO. ARTMEIOE- LIfEGH, MIKA00 'RACK- OLAGK. AR0MEIVE- LI1EGH, MIKA00 TRACK SPO1LI6H1 16 WITH 1RAGK AOAPIER. —3/0' THICK X 9' - 0' HI6H PATTERNED TEMPERED 61.A55 510ELI&Hf1 W11H REGE55E0 510E CHANNEL- AT WALL. 10P, 00110M, ANO OPEN 510E OF 6LA55 TO HAVE EXPOSED. 1' POL. 5IAINLE55 51EE1. GHANNEL5. &I.-AAA 10 0E SKYLINE 0E516N) PAffERN: 'A1AR00X REPEAT', OPfION A. PA1fERN 10 OE EfGHEO OIREGILY 01110 6LA55. SGHEOULEO SASE GEILIN6 &RIO E 14' -O° A.0.0. 6' HIGH U56, GOMPA550 TRIM GEILIN6 &RIO TOP OF GYPSUM 00AKP 500011 Af PRESENTAf10N ROOM OEYONO TOP OF GAIERIN6 WALL 3 LI&Hf GEI1.IN6 0IXIURE, LAL LIAH1IN6, 6L16615G, 5AIIN CHROME, 36' H16H X 39' WIDE. FIXTURE SHOWN FOR REFERENCE ONLY} 10 0E MOUNfE0 ON 0000511E 510E OF WALL. 3 /6' 1HIGK CLEAR 1EMPERE9 6LA55 REGE55E0 IN CONGEALED GHANNELS. PAINT INTERIOR OF PUNGHOAGK PI. GHE0ULE0 BASE CITY R O S HERMIT R c parry Architects & Engineers 283N Century Parkray Suite Eight Hundred Atlanta.0eorgta 90845 14041899 -8998 F a x :8 9 9- 7 2 1 1 Q ASSOCIATES IN 7100 OMBAI.PARKWAY KRAN:A.GEOBGu frmt e0.2eo n DESIGNED BY:SW /JCS/ SB /JP REVIEWER: JP JOB NO: 20256 :NED TUKWILA CENTS, [l /1 4 .0 -.0 .6 '.0-, 9 ,b % II r . I♦ i . 7. YP // / /... 3 6' -0' 9° r i' 1YP. 1YP 'aril' T' .o ...1°E.. - N \ • 00- / I / <— \ \ \ ELEVATION @ GOPPIOOP 4 124 SCALE: 1 /2.. 1 ' -0. 5GALE :1/2° =1'-0' 5' -0" 2'-0' ELEVATION @ GATEPING WALL 4125 GEILIN& &RIO TOP Of LOW HEI &HI WALL IN GATERIN6 3/6' THICK X 9' -0' H16H CLEAR TEMPERED &LA55 WITH REGE55E0 GHANNEL5 OW THE 510E5 ANO EXP05E0 I° POL1511E0 5fAIN1.06S 5fEEL GHANNEL5 Al TOP ANO 0O1fOM. 5GHEWUL0P 605E LINE Of GEILIN6 &RIO DRYWALL soffit TRACK LI &FITIN& FIXTURE) ARTOMIOE, MIKA00 TRACK AN1E0 WALL AT PRESENTATION ROOM 3/6° THICK X 9' -0' HIGH GLEA 1EMPEREO 6LA55 WITH REGE55E0 CHANNELS ON THE 510E5 AND EXPOSED I' 001-15HE0 5TAINLE55 STEEL GHANNEL5 Al TOP AND 6011OM. 509E00140 0950 5GALE:1 /2'' = I ' - 0 3' - I ° A)2,000 / ELEVATION @ PPESENTATION ROOM X 126 60614;1/2° = I TYP. _ 3' - 0 ° ELEVATION @ GATEPING WALL *125 3' EXPIRED GEILIIN6 6RI0 V " ARfMEI0E- LI1EGH, MIKA00 1RAGK 5U5PEN5ION ROD. GG� >ARTMEIOE- L11EGH MIKA00 TRACK- 6LAGK. GEI1..IN6 &RI0 0 12'-0° TOP Of GATERIN6 WALL 3 I-16HT GEILIN6 fIXfURE1 L9L LI &HfIN &, 51-16615G, SATIN &HR0ME1 36' H1611 X 39' WIDE. 11/2' 406E PANEL ORYWAL1- 600010 &ANTE() WALL 5GHE0ULE0 6660 6 1/2' H16H DRYWALL 500010 3/6' THICK GLEAR 1EMPEREO 61-056 REGE5500 IN CONGEALED GHANNEL5. PAINT INTERIOR OF PUNGH6AGK PI. 2' -0' DEEP PLASTIC LAMINATE 605E &A61NOI6 WITH AOA GOMPLIANI SINK E0 -39. fAUGOf AND AG&066O 106 00-90. 000R PULL 'A' TYPICAL. UN0ERG0UNfER REFRI6ERAfOR UNDERGOUNIER IGEMAKER SCHEDULED 605E ARfME10E- LItECH, MIKA00 / TRACK CANOPY FOR 6060096109 ROD. AKIMEIOE- 1..I0EGH, MIKA00 'MACK 69011-1690 16 WITH 1RAGK A0APIER. DOOR/ DRAWER PULL "A ". TYPICAL MFG: HAFELE CAT N0: 102.36.209 FINISH: POLISHED CHROME Uptime all the time. KtONID riv Architects A Engineers 2835 Century ParMay Suite Eight Hundred AUante.9eorgia 30345 (4041833 -8998 Fax :833 -7211 ASSM 'AmCENTRALPARKWAY MEMO AVAMA,09312QA SOW (TARnI�Iffi1 DESIGNED BY:SW /JGS/ SB /JP REVIEWER: JP JOB ND: 20256 A6.3 3/1 9 o Z/1 9 N m 4 --- ---- c\ 0 .b 1 00. EQ. E0. r � ARTWORK 0Y - Of H ERS 0 1 / / „0 — ,£ „0 — ,6 r o Z/1 9 N m c\ \ 00. EQ. E0. 0 E0. E0. E0. :h12.// / / / o . P / / \ \ 5' -0" 3' -5 1/2 " B E0. SECTIONS / / 20' -6" V.1.F. / ELEVATION C PKESENTATION KOOM 4'126 SCALE: 1/2".1 000K/ DRAWER PULL '0', TYPICAL MFR: HAFELE GAT NO 102.71.200 FINISH: POL15HE0 CHROME a ELEVATION @ GUSTOMEK WOKK AKEA >%AGIN& N. O. WALV A6.4 SGALE= I /2 = I ' - 0" GYPSUM 60f0If Al 10' -0° A.F.F. WITH REGE5AO0 PROJECT ION \ SCREEN. LINE Of GEILING &RIO Al 12'-0 A.f.f. LINE Of CURVED GYPSUM 600011 Al 9' -0' A.F.F. / CONTRACTOR TO PROVIDE 1/2° 'NICK GLASS WITH 60E0 EDGES SUPPORTED BY: SHOPKIT PANEL 1/2 SUPPORT •15.27. CURVED, I I/2° fOIGK PLASTID LAMINATE GOUNTERIOP DOOR PULL 'B', 1YPIGAL X2'-0' 000P PLASfIG LAMINATE NASA GABINETS. SGHEOULEO BASE D D D 0 --- 3 1 EXPIRED LINE Of SOfflf 3/8° THICK GLEAR fEMPEREO GLASS REGE55E0 IN GONGEALEO CHANNELS. PAINT INTERIOR Of PUNGHOACK P -8. SGHEOULEO BASE SGALE: I /2 ° = 1 ' -0. -J 13'11 I/2 ° V.I.P. -WALL ABOVE GEILING -LINE OF GAILING --GYPSUM SOfPIf AT 10' -0° A.f.f. —3/8 fHIGK X 9' -0° HIGH GLEAR YEMPEREO GLASS W11H RECESSED GHANNEL5 ON THE 510E5 ANO EXPOSED I' 00L15HE0 STAINLESS 51EEL GHANNELS AT TOP ANO 0O1fOM. / PLASIIG LAMINATE PLOAfINA GOUNfER1OP WITH I/2' REVEAL EACH 510E ELEVATION I GOUNTEK 4' 123 ELEVATION K >%KONT* ELEVATION T SAGO' \ \ \ 10' HIGH PLASfIG LAMINATE 5GREEN LINE OF GOUNfER1OP BEYONO 11/2' 'HICK PLA5fIG LAMINATE WORK SURPAGE POOR PULL 'A' fYPIGAL 2' -0° OEEP PLASTIC LAMINATE SASE GABINEIS'W1111 ONE AOJUSfABLE 5HELP 4' HIGH fOEKIGK PLASfIG LAMINATE 5GREEN, TO EXIENO 4' ABOVE 3' -6' HIGH WORK SURPAGE I I/2° THICK PLASTIC LAMINATE WORK SURPAGE ORACKET f0 SUPPORT COUNSERMOP •TYP.* BAGKSIOE Of NASA GAS NET SG : / 2 ° =1' - 0' I'-3 1/2 ° 3' -6' LINE Of GEILING &RIO Af 12 -0° A.f.f. GYPSUM 50ff11 Al 10' -6' A.F.F. ELEVATION KAMP 4 127 I /2 PROVIDE BLOCKING IN PARTITION AS REQUIRED f0 SUPPORT HANDRAIL. 3j, 2' -1 ' ELEVATION S *S10E* *SAME OPPOSITE NANO* K ELEVATION @ GUSTOMEK AKEA I23 WOKK GOUNTEK SCA14:I /2 °.I'_0' WALL ABOVE GEILING 3/8° THIGK X 9' -0° HIGH CLEAR TEMPERED GLASS WITH REGES6E0 GHANNEL5 ON THE 610E6 ANN EXPOSED I° POLISHED STAINLESS STEEL CHANNELS Al TOP ANO 0O1fOM. I I/2 DIAMETER ALUMINUMSAFEfY HANDRAIL @ 34° ANf f0 EXIENO l' -0° BEYONO ENO Of RAMP. 304 STAINLESS STEEL. SGHEOULE0 NASA 000K/ DRAWER PULL 'A °, 1YPIGAL MPR: HAfELE GAT NO 102.36.209 FINISH: POI-1611E0 CHROME LINE OF RAMP. RAMP 0Y TALE AGGESS FLOORING. PROVIDE GYPSUM @CARO FILLER Al SIOELIGHf 510E1 FINISH DRYWALL ANN PAINT P -I. LINE ON NINISHEO ALAS 10' HIGH PLASTIC LAMI NATE 5GREEN Et 1 I/2° 'HICK PLASTIC LAMINATE WORK SURFACE 3G 000K PULL °A' fYPIGAL 2'- 0' 0E50 PL5511G LAMINATE BASE'. GAOINEIS WITH ONE AOJUSIABLE SHELF ' N F L® W Uplime all the time. 'lcomparey Architects & Engineers 2835 Century Parkway Suite Eight Hundred Atlanta.Georgia 30845 (404:833 -8998 Fax =e 3 3 - 7 2 1 1 DESIGNED BY:SW /JCS/ SB /JP REVIEWER: JP JOB No: 20256 AEC g CITY O TUKWILA ?ERMIT CENTER. SEATTLE, WA INFLOW ELEVATIONS ISSUED FOR CONSTRUCTION o '„0- "' . P // // fYP. // // // // // // // // // // // // // // // // // // // // // // // // // // // // // v Y // // // // // // // // // // // 9" I' 0° TYP. TYP. ELEVATION C PKESENTATION KOOM 4'126 SCALE: 1/2".1 000K/ DRAWER PULL '0', TYPICAL MFR: HAFELE GAT NO 102.71.200 FINISH: POL15HE0 CHROME a ELEVATION @ GUSTOMEK WOKK AKEA >%AGIN& N. O. WALV A6.4 SGALE= I /2 = I ' - 0" GYPSUM 60f0If Al 10' -0° A.F.F. WITH REGE5AO0 PROJECT ION \ SCREEN. LINE Of GEILING &RIO Al 12'-0 A.f.f. LINE Of CURVED GYPSUM 600011 Al 9' -0' A.F.F. / CONTRACTOR TO PROVIDE 1/2° 'NICK GLASS WITH 60E0 EDGES SUPPORTED BY: SHOPKIT PANEL 1/2 SUPPORT •15.27. CURVED, I I/2° fOIGK PLASTID LAMINATE GOUNTERIOP DOOR PULL 'B', 1YPIGAL X2'-0' 000P PLASfIG LAMINATE NASA GABINETS. SGHEOULEO BASE D D D 0 --- 3 1 EXPIRED LINE Of SOfflf 3/8° THICK GLEAR fEMPEREO GLASS REGE55E0 IN GONGEALEO CHANNELS. PAINT INTERIOR Of PUNGHOACK P -8. SGHEOULEO BASE SGALE: I /2 ° = 1 ' -0. -J 13'11 I/2 ° V.I.P. -WALL ABOVE GEILING -LINE OF GAILING --GYPSUM SOfPIf AT 10' -0° A.f.f. —3/8 fHIGK X 9' -0° HIGH GLEAR YEMPEREO GLASS W11H RECESSED GHANNEL5 ON THE 510E5 ANO EXPOSED I' 00L15HE0 STAINLESS 51EEL GHANNELS AT TOP ANO 0O1fOM. / PLASIIG LAMINATE PLOAfINA GOUNfER1OP WITH I/2' REVEAL EACH 510E ELEVATION I GOUNTEK 4' 123 ELEVATION K >%KONT* ELEVATION T SAGO' \ \ \ 10' HIGH PLASfIG LAMINATE 5GREEN LINE OF GOUNfER1OP BEYONO 11/2' 'HICK PLA5fIG LAMINATE WORK SURPAGE POOR PULL 'A' fYPIGAL 2' -0° OEEP PLASTIC LAMINATE SASE GABINEIS'W1111 ONE AOJUSfABLE 5HELP 4' HIGH fOEKIGK PLASfIG LAMINATE 5GREEN, TO EXIENO 4' ABOVE 3' -6' HIGH WORK SURPAGE I I/2° THICK PLASTIC LAMINATE WORK SURPAGE ORACKET f0 SUPPORT COUNSERMOP •TYP.* BAGKSIOE Of NASA GAS NET SG : / 2 ° =1' - 0' I'-3 1/2 ° 3' -6' LINE Of GEILING &RIO Af 12 -0° A.f.f. GYPSUM 50ff11 Al 10' -6' A.F.F. ELEVATION KAMP 4 127 I /2 PROVIDE BLOCKING IN PARTITION AS REQUIRED f0 SUPPORT HANDRAIL. 3j, 2' -1 ' ELEVATION S *S10E* *SAME OPPOSITE NANO* K ELEVATION @ GUSTOMEK AKEA I23 WOKK GOUNTEK SCA14:I /2 °.I'_0' WALL ABOVE GEILING 3/8° THIGK X 9' -0° HIGH CLEAR TEMPERED GLASS WITH REGES6E0 GHANNEL5 ON THE 610E6 ANN EXPOSED I° POLISHED STAINLESS STEEL CHANNELS Al TOP ANO 0O1fOM. I I/2 DIAMETER ALUMINUMSAFEfY HANDRAIL @ 34° ANf f0 EXIENO l' -0° BEYONO ENO Of RAMP. 304 STAINLESS STEEL. SGHEOULE0 NASA 000K/ DRAWER PULL 'A °, 1YPIGAL MPR: HAfELE GAT NO 102.36.209 FINISH: POI-1611E0 CHROME LINE OF RAMP. RAMP 0Y TALE AGGESS FLOORING. PROVIDE GYPSUM @CARO FILLER Al SIOELIGHf 510E1 FINISH DRYWALL ANN PAINT P -I. LINE ON NINISHEO ALAS 10' HIGH PLASTIC LAMI NATE 5GREEN Et 1 I/2° 'HICK PLASTIC LAMINATE WORK SURFACE 3G 000K PULL °A' fYPIGAL 2'- 0' 0E50 PL5511G LAMINATE BASE'. GAOINEIS WITH ONE AOJUSIABLE SHELF ' N F L® W Uplime all the time. 'lcomparey Architects & Engineers 2835 Century Parkway Suite Eight Hundred Atlanta.Georgia 30845 (404:833 -8998 Fax =e 3 3 - 7 2 1 1 DESIGNED BY:SW /JCS/ SB /JP REVIEWER: JP JOB No: 20256 AEC g CITY O TUKWILA ?ERMIT CENTER. SEATTLE, WA INFLOW ELEVATIONS ISSUED FOR CONSTRUCTION ELEVATION @ GOATS 4 103 5GA1.E:1 /2.. 1 ' - 0 ° I.EVAT 1 ON @ CORK 19OR * 1 2I SGALE:1 /2 ° 1' - 0' idk 51M. GEILIN6 RIO BACK 510E Of -060 WALL PAIN1EO P3 3/8' THICK X 9'-0' NISH CLEAR fEMPEREO SLAS5 WIfh REGES5E0 CHANNELS ON THE 510:.5 AN0 EXPOSE() I' POLISNEO STAINLESS STEEL GHANNELS AT f0P AND 801fOM. SGNEOULEO BASE (OPEN EXPIRED SIM. 6' -0" 4 E0. SECTIONS EI -VAT1 ON e TKA I N I N& 105 SGALE:1 /2 ° =.I '-0° 13' -2 1/2 " GEILIN6 RIO ORYWALL 50f5If PUNGHfHROU6N IN PARfIfION. PAINT INFERIOR Of PUNGHfHROU&H P7. D2LD&3 /7 5' -0" 5GNE0ULE0 BASE \ \ 3' - 0 A6.5 ) SGA-E: I /2' = 1 ' - 0 ° 3' -0' LI bYPSUM SOfflf Af 9' -0' A.f.f. GURVEO> 11/2' fHIGK PLAAfIG LAMINATE COUNTERTOP AN0 4' HIGH BAGKSPLASH 000K/ MAW PULL °A°, fYPIGAL 2' - 0' OEEP PLA5110 LAMINATE SASE CABINETS WITH I ADJUSTABLE 5HELf 0008 / DRAWER PULL 'A', .1751051- Mfg: NASALS GAT N0: 102.36.209 fINISH: 501-15HED CHROME' x ELEVATION C bKEAKKOOM ENTKANGE GEILINS 68.10 DRYWALL 50ff11 3/8' THICK X 9' -0' 51611 GLEAR fEMPEKEO &LASS WITH REGE55E0 GHANNELS ON 155 51055 AN0',EX50550 I' POL15HE0STAINLESS 5fEEL GHANNELS Af 10P AND BOTTOM. 50NEDULE0.SASS I PI F LOW Uptime all the time inny Architects A Engineers 2835 Century Parkway Suite Eight Hundred Atlauta.Ceargia 30345 (4041833-8998 Paz =833 -7211 GODWIN ASSOCIATES grgitedeagn iateriordoign Aa0@nHALPAeKWAY xnaxrA,cmxcax rrAlms>.° REVIEWER: JP REGAIN. D CRY OF T WILA ^ERMI C DESIGNED BY:SW /JGS/ SB /JP JOB NO: 20256 SEATTLE, WA INFLOW FACILITY ELEVATIONS ISSUED FOR CONSTRUCTION \ f „0 -,ZI Z/I 9 .0•,6 O _ f YP. < -r. I 1 3 -0. 5 -I. ELEVATION @ GOATS 4 103 5GA1.E:1 /2.. 1 ' - 0 ° I.EVAT 1 ON @ CORK 19OR * 1 2I SGALE:1 /2 ° 1' - 0' idk 51M. GEILIN6 RIO BACK 510E Of -060 WALL PAIN1EO P3 3/8' THICK X 9'-0' NISH CLEAR fEMPEREO SLAS5 WIfh REGES5E0 CHANNELS ON THE 510:.5 AN0 EXPOSE() I' POLISNEO STAINLESS STEEL GHANNELS AT f0P AND 801fOM. SGNEOULEO BASE (OPEN EXPIRED SIM. 6' -0" 4 E0. SECTIONS EI -VAT1 ON e TKA I N I N& 105 SGALE:1 /2 ° =.I '-0° 13' -2 1/2 " GEILIN6 RIO ORYWALL 50f5If PUNGHfHROU6N IN PARfIfION. PAINT INFERIOR Of PUNGHfHROU&H P7. D2LD&3 /7 5' -0" 5GNE0ULE0 BASE \ \ 3' - 0 A6.5 ) SGA-E: I /2' = 1 ' - 0 ° 3' -0' LI bYPSUM SOfflf Af 9' -0' A.f.f. GURVEO> 11/2' fHIGK PLAAfIG LAMINATE COUNTERTOP AN0 4' HIGH BAGKSPLASH 000K/ MAW PULL °A°, fYPIGAL 2' - 0' OEEP PLA5110 LAMINATE SASE CABINETS WITH I ADJUSTABLE 5HELf 0008 / DRAWER PULL 'A', .1751051- Mfg: NASALS GAT N0: 102.36.209 fINISH: 501-15HED CHROME' x ELEVATION C bKEAKKOOM ENTKANGE GEILINS 68.10 DRYWALL 50ff11 3/8' THICK X 9' -0' 51611 GLEAR fEMPEKEO &LASS WITH REGE55E0 GHANNELS ON 155 51055 AN0',EX50550 I' POL15HE0STAINLESS 5fEEL GHANNELS Af 10P AND BOTTOM. 50NEDULE0.SASS I PI F LOW Uptime all the time inny Architects A Engineers 2835 Century Parkway Suite Eight Hundred Atlauta.Ceargia 30345 (4041833-8998 Paz =833 -7211 GODWIN ASSOCIATES grgitedeagn iateriordoign Aa0@nHALPAeKWAY xnaxrA,cmxcax rrAlms>.° REVIEWER: JP REGAIN. D CRY OF T WILA ^ERMI C DESIGNED BY:SW /JGS/ SB /JP JOB NO: 20256 SEATTLE, WA INFLOW FACILITY ELEVATIONS ISSUED FOR CONSTRUCTION „0 -,ZI Z/I 9 .0•,6 O _ f YP. d Y F- d Y I' 0' 9° 2'-6' TYP. fY . \ \ _\ ELEVATION @ GOATS 4 103 5GA1.E:1 /2.. 1 ' - 0 ° I.EVAT 1 ON @ CORK 19OR * 1 2I SGALE:1 /2 ° 1' - 0' idk 51M. GEILIN6 RIO BACK 510E Of -060 WALL PAIN1EO P3 3/8' THICK X 9'-0' NISH CLEAR fEMPEREO SLAS5 WIfh REGES5E0 CHANNELS ON THE 510:.5 AN0 EXPOSE() I' POLISNEO STAINLESS STEEL GHANNELS AT f0P AND 801fOM. SGNEOULEO BASE (OPEN EXPIRED SIM. 6' -0" 4 E0. SECTIONS EI -VAT1 ON e TKA I N I N& 105 SGALE:1 /2 ° =.I '-0° 13' -2 1/2 " GEILIN6 RIO ORYWALL 50f5If PUNGHfHROU6N IN PARfIfION. PAINT INFERIOR Of PUNGHfHROU&H P7. D2LD&3 /7 5' -0" 5GNE0ULE0 BASE \ \ 3' - 0 A6.5 ) SGA-E: I /2' = 1 ' - 0 ° 3' -0' LI bYPSUM SOfflf Af 9' -0' A.f.f. GURVEO> 11/2' fHIGK PLAAfIG LAMINATE COUNTERTOP AN0 4' HIGH BAGKSPLASH 000K/ MAW PULL °A°, fYPIGAL 2' - 0' OEEP PLA5110 LAMINATE SASE CABINETS WITH I ADJUSTABLE 5HELf 0008 / DRAWER PULL 'A', .1751051- Mfg: NASALS GAT N0: 102.36.209 fINISH: 501-15HED CHROME' x ELEVATION C bKEAKKOOM ENTKANGE GEILINS 68.10 DRYWALL 50ff11 3/8' THICK X 9' -0' 51611 GLEAR fEMPEKEO &LASS WITH REGE55E0 GHANNELS ON 155 51055 AN0',EX50550 I' POL15HE0STAINLESS 5fEEL GHANNELS Af 10P AND BOTTOM. 50NEDULE0.SASS I PI F LOW Uptime all the time inny Architects A Engineers 2835 Century Parkway Suite Eight Hundred Atlauta.Ceargia 30345 (4041833-8998 Paz =833 -7211 GODWIN ASSOCIATES grgitedeagn iateriordoign Aa0@nHALPAeKWAY xnaxrA,cmxcax rrAlms>.° REVIEWER: JP REGAIN. D CRY OF T WILA ^ERMI C DESIGNED BY:SW /JGS/ SB /JP JOB NO: 20256 SEATTLE, WA INFLOW FACILITY ELEVATIONS ISSUED FOR CONSTRUCTION ELEVATION bi<A1Q<OOM 4 122 SGALE: 1 /2' =1 ' - 0° SGALE :I /2 ° =1' - 0 ° 5' -5 CLEAR 2 ° 3' -4° i GLEAR GLEAR 4' -0° 3 . GLEAR ELEVATION c BREAKKOOM 4 122 - MILLWOKK GEILIN6 6.R10 DRYWALL 50ffI1 DRYWALL 50ffIT 3/0' 1HIGK X 9' -0' HIGH GLEAR TEMPERED &LASS WITH REGE55E0 CHANNELS ON THE 510E5 ANO EXPOSES I' POL15i50 5TAINLE55 STEEL CHANNEL-5 AT TOP ANO 50110M. 50HE0ULE0 SASE 3 EOUA ELEVATION @ TRASH COUNTER SG 1 / 2' = 1 ' - 0' DRYWALL 5OffIi 6' -9" LINE Of GEILIN6 &RIP ABOVE DRYWALL 505511 I' 3' DEEP PLA511G LAMINATE OVERHEAD GABIN515 WITH TWO •2• ADJUSTABLE SHELVES 1' 3' PEEP PLA5TIG LAMINATE OVERHEAD GAOINEIS WITH ONE SHELF 000K / , DRAWER PULL °A', 1YPIGAL MIGROWAVS I I/2' 'MILK PLASTIC LAMINATE GOUNfER10P PULL HEIGHT PLA5110 LAMINATE BAGKSPLA5H. 2 0 PEEP PLA5110 LAMINATE' SASE GA5INE15 WITH I ADJUSTABLE 5HELf 2' -0' DEEP AOA GOMPLIANI SINK GA5INE1 WITH AOA GOMPLIA51 51NK •50-3•, 5500E1 ANO AGGE550RIE5 .50-4. WITH GARBAGE 015505AL •50-11• 2'-0' PEEP PLA5110 LAMINATE SASE GA5INE1 WITH fOUR EQUAL DRAWERS. 015HWASHEK ICE MAKER HOT WATER HEATER WITHIN SASE 0551551 COOK/ ORAWER PULL 'A °, 1YPIGAL MFR: HA5ELE GAT NO: 102.36.209 fIN15H: P0LlAHEO CHROME O EXPIRED DRYWALL 50ff11 OVER GA51NE15 OURVING WITH — AOJAGENI 50ff11 1'-3' DEEP PLA5TIG LAMINATE OVERHEAD GABINEIS WITH TWO •2• ADJUSTABLE SHELVES AND TASK LI&H1 000K PULL 'A °, TYPICAL 4' HIGH PLASTID LAMINATE SAGKSPLASH. 0' CIA. CUTOUT WITH GROMMET, 10 Of &ENTERED ASOVE SASE GAOINEI BELOW •SYP.• I I/2° 1HIGK PLA5TIG LAMINATE 000N1ER10P 2'-0' DEEP PLA5110 LAMINATE SASE GASINEIS WITH ONE ADJUSTABLE 5HELf 4' HISS f0EKIGK 5011500140 BASE 000K/ DRAWER PULL °A °, TYPIGAL MFR: HAfELE GAT N0: 102.36.209 FINISH: 501-15550 CHROME \ ° l 1I U L 4 EO.A . 50.5 50.5 L I2' -0' 50.0 50.5 5GALE :i /2 ° =1'-0' ELEVATION I SREAKROOM *122- BAR SGALE: I /2° = I ' -0° 3 EQUAL SEGIIONS tLEVATION C SREAKROOM 4 122- MILLWORK LINE Of 50ff11 LINE Of 50ff11 BEYOND PENDANT LIGHT fIX1URE OVERHEAD CABINETS PLA5TIG LAMINATE OAR 1506E PLASTIC LAMINATE COUNTER 10P BEYOND I° VERTIGAL SUPPORTS I° ALUMINUM REVEAL LINE Of 505511 I'-3° DEEP PLA511G LAMINATE OVERHEAO CABINETS WITH 2 ADJUSTABLE SHELVES 000K/ DRAWER PUL1 'A °, TYPIGAL 4' PLASTIC LAMINATE BACK SPLASH. I I /2° 1HIGK PLA5110 LAMINATE GOUNIEKTOP 2' -0' 0EE5 PLA511G LAMINATE SASE GA51NE1 WITH DRAWERS ANO 1501051ABLE 5HELf POOR/ DRAWER PULL °A °, TYPICAL MfR: HA5ELE GAT N0: 102.36.209 fINISH: 501ISHSC CHROME i Ai F L O W — Lleompany Architects & Engineers 2835 Century Parkway Suite Eight Hundred Atlanta.0eorgia 30345 (404)833 -5998 1,1,533-7E11 Uptime ell the time. RECEIVE CITY OF TUY. ILA PERMIT CP, EP DESIGNED BY:SW /JCS/ SB /JP REVIEWER: JP .105 NO: 20256 3 A7.I 4 A7.I ` 6 EOUAL SECTIONS 4'-I 1/2 SEGT 4 EQUAL \ / _ _ \ / / \ __ -_= \ _ p _- __ _: Pt \ r, 00 -6 I I 60 -6 u REFRIbERAtOR REFRIGERATOR Aell Alir - ; Q 5 `5 `� ui1i IMLIMM���� � 1 A, j/2 j I !!_iii // —mil 4 r 4 ELEVATION bi<A1Q<OOM 4 122 SGALE: 1 /2' =1 ' - 0° SGALE :I /2 ° =1' - 0 ° 5' -5 CLEAR 2 ° 3' -4° i GLEAR GLEAR 4' -0° 3 . GLEAR ELEVATION c BREAKKOOM 4 122 - MILLWOKK GEILIN6 6.R10 DRYWALL 50ffI1 DRYWALL 50ffIT 3/0' 1HIGK X 9' -0' HIGH GLEAR TEMPERED &LASS WITH REGE55E0 CHANNELS ON THE 510E5 ANO EXPOSES I' POL15i50 5TAINLE55 STEEL CHANNEL-5 AT TOP ANO 50110M. 50HE0ULE0 SASE 3 EOUA ELEVATION @ TRASH COUNTER SG 1 / 2' = 1 ' - 0' DRYWALL 5OffIi 6' -9" LINE Of GEILIN6 &RIP ABOVE DRYWALL 505511 I' 3' DEEP PLA511G LAMINATE OVERHEAD GABIN515 WITH TWO •2• ADJUSTABLE SHELVES 1' 3' PEEP PLA5TIG LAMINATE OVERHEAD GAOINEIS WITH ONE SHELF 000K / , DRAWER PULL °A', 1YPIGAL MIGROWAVS I I/2' 'MILK PLASTIC LAMINATE GOUNfER10P PULL HEIGHT PLA5110 LAMINATE BAGKSPLA5H. 2 0 PEEP PLA5110 LAMINATE' SASE GA5INE15 WITH I ADJUSTABLE 5HELf 2' -0' DEEP AOA GOMPLIANI SINK GA5INE1 WITH AOA GOMPLIA51 51NK •50-3•, 5500E1 ANO AGGE550RIE5 .50-4. WITH GARBAGE 015505AL •50-11• 2'-0' PEEP PLA5110 LAMINATE SASE GA5INE1 WITH fOUR EQUAL DRAWERS. 015HWASHEK ICE MAKER HOT WATER HEATER WITHIN SASE 0551551 COOK/ ORAWER PULL 'A °, 1YPIGAL MFR: HA5ELE GAT NO: 102.36.209 fIN15H: P0LlAHEO CHROME O EXPIRED DRYWALL 50ff11 OVER GA51NE15 OURVING WITH — AOJAGENI 50ff11 1'-3' DEEP PLA5TIG LAMINATE OVERHEAD GABINEIS WITH TWO •2• ADJUSTABLE SHELVES AND TASK LI&H1 000K PULL 'A °, TYPICAL 4' HIGH PLASTID LAMINATE SAGKSPLASH. 0' CIA. CUTOUT WITH GROMMET, 10 Of &ENTERED ASOVE SASE GAOINEI BELOW •SYP.• I I/2° 1HIGK PLA5TIG LAMINATE 000N1ER10P 2'-0' DEEP PLA5110 LAMINATE SASE GASINEIS WITH ONE ADJUSTABLE 5HELf 4' HISS f0EKIGK 5011500140 BASE 000K/ DRAWER PULL °A °, TYPIGAL MFR: HAfELE GAT N0: 102.36.209 FINISH: 501-15550 CHROME \ ° l 1I U L 4 EO.A . 50.5 50.5 L I2' -0' 50.0 50.5 5GALE :i /2 ° =1'-0' ELEVATION I SREAKROOM *122- BAR SGALE: I /2° = I ' -0° 3 EQUAL SEGIIONS tLEVATION C SREAKROOM 4 122- MILLWORK LINE Of 50ff11 LINE Of 50ff11 BEYOND PENDANT LIGHT fIX1URE OVERHEAD CABINETS PLA5TIG LAMINATE OAR 1506E PLASTIC LAMINATE COUNTER 10P BEYOND I° VERTIGAL SUPPORTS I° ALUMINUM REVEAL LINE Of 505511 I'-3° DEEP PLA511G LAMINATE OVERHEAO CABINETS WITH 2 ADJUSTABLE SHELVES 000K/ DRAWER PUL1 'A °, TYPIGAL 4' PLASTIC LAMINATE BACK SPLASH. I I /2° 1HIGK PLA5110 LAMINATE GOUNIEKTOP 2' -0' 0EE5 PLA511G LAMINATE SASE GA51NE1 WITH DRAWERS ANO 1501051ABLE 5HELf POOR/ DRAWER PULL °A °, TYPICAL MfR: HA5ELE GAT N0: 102.36.209 fINISH: 501ISHSC CHROME i Ai F L O W — Lleompany Architects & Engineers 2835 Century Parkway Suite Eight Hundred Atlanta.0eorgia 30345 (404)833 -5998 1,1,533-7E11 Uptime ell the time. RECEIVE CITY OF TUY. ILA PERMIT CP, EP DESIGNED BY:SW /JCS/ SB /JP REVIEWER: JP .105 NO: 20256 1 M F Lew Uptime all the time. DD A6.7 EE A6.7 ELEVATION e NOC WALL #128 E0. A / E0. B 40' -10 1/2" ELEVATION @ GLAZED WALL IN NOC ROOM #128 LOOKI',NG TOWARD DATA CENTER SCALE:1 /2 " =1 ' -0" N.O.G. WALL GONflNUES 1.0 51KUGTURE LINE OF GEILINb BRIO Af 12' -0° ABOVE PINIA1.1E0 SLAB GYPSUM SOFFIT AT 9' -0' A.F.P. 6GHEOU140 BASE •fYPIGAL• LINE OF KAIAE0 PLOORIN6 EXPIRED E0. A / E0. B E0. A / E0. B EQ. A / 6� fYP. N.O.G. WALL CONTINUES 10 67KUL1URE 66HE90140 SASE LINE Of GEILIN& 6RiV Al 10 ' -6° A.F.P. 3' - 0' WIDE X 8' -10' NI6H DOOR WITH 6LAA6 INSET WITH 2° HOLLOW METAL PRAMS PAINT PRAMS P2 TYPIGAL. •1YP1GAL• 3/8' THICK X I2' -0' HI&H GLEAK TEMPERED M-A55 WITH RECESSED 510E CHANNELS AND EXPOSED I° POLISHED 5TAIN1.E66 STEEL GHANNEL5 Al TOP AND SO11OM. 80% E1GHEO STRIPE ON &4..A66 ON DATA GENIER 610E. PRtGE A5 0E000f ALIERNAfE: APPLY EfGHIN& PAffERN WITH ETGHIN& STICKER APPLIED 10 OA1A CENTER 510E OF &-A66. LINE Of KA16E0 fLOOKING 1 W Architects 8 Engineers 2835 Century Parkway Suite Eight Hundred Atianta.Georgia 30345 1404)833 -8998 Fax•033-7211 ti 0 0 RECEIVE CITY OF TUK iL^. PERMIT CEN E DESIGNED BY:SW /JGS/ SB /JP REVIEWER: JP JOB N0: 20256 r C\P -7 IYP. \ r \ < > P-3� I ------- L _ tYP. 7 1YP. P-3�, --ARTWORK RK Of HERS \ '' ''' -. P - 15--____> �AR ®WORK OfHERS'� �P - 8—__ F—________ WG G _fYP. ,1 fYP. T T !`� P 3 -_� i" us-,3 1 9 ° 11'- 0 °X9 °/ /9'II'-019'. \ 4' - 4' - 6 1/2 ' / 4' - 0' 4' -6 1/2 ' 4' -0 7' -9' IO' -0° ` I6' -II° , 10' -0° r 111 IF IYP. \ r \ < > P-3� L _ P-3�, --ARTWORK RK Of HERS \ '' ''' -. P - 15--____> �AR ®WORK OfHERS'� �P - 8—__ _fYP. ,1 fYP. \ 4' - 4' - 6 1/2 ' / 4' - 0' 4' -6 1/2 ' 4' -0 7' -9' REVIEWER: JP DESIGNED BY:SW /JGS/ SB /JP SGALE:1 /2 " =I' - 0° <S ELEVATION @ ACCENT WALK IN OPEN AKEA 4 116 GOKKIDOK 7.5. ELEVATION @ ACCENT WALL IN OPEN AKEA 4 116 SCALE: 1 / 2" . 1 ' - 0 ° 1"J. L)LJ WALL A0OVE GEILIN6 LINE Of GEILIN6 WALL MONO DRYWALL 50FFIf AGGENT PARTITION WITH PUNCH fHROU&H5 I' REVEAL WITH RE61.E4 ALUMINUM CHANNEL ORM- 50-50. ALIGN TOP OF REVEAL WITH TOP OF DATUM SHELF. OAIUM SHELF SCHEDULED 0ASE WALL ABOVE GEILIN6 LINE OF GEILIN6 DRYWALL SOFFIT AGGENT PARTITION WITH PUNGH fHR0U6N5 &ANTED PARTITION, TYPICAL FLAP PARTITION, 1YPIGAL BASE A6 60HE0ULE0 EXPIRED i 1.4 g I. 49 W Uptime all the time company Architects & Engineers 2635 Century Parkway Suite Hight Hundred Atlanta. Georgia 30845 140 VG 33.899 F a :: 5 3 3 - 7 2 1 1 N Lt RECEIVED CRV OF TUIN ILA >EpM(i CE'ti1 ELEVATIONS PROGRESS SET °o .D \ ELEVATION @ OEEIGE 4111 4 7/ / 1 7.2 6 EQ. SECTIONS LINE OF WALL ABOVE LINE Of GEILIN& &RID AT 12' -0' A.F.F. &YPSUM SOffif Al 10' -0' A.f.f. 3/0° 1HIGK X 9' -0' HI&H CLEAR TEMPERED &LASS WITH REGE55E0 GHANNELS ON THE 610E6 ANO EXPO6E0 I' POLISHED 5fAINLE55 STEEL GHANNELS At TOP ANO BOTTOM. SCHEDULED SASE 18' -7" V.I.F. ELEVATION @ COPY/AX *117 SGALE:1 /2 ° =I'-0° 00 LINE Of WALL ABOVE — LINE Of GEILIN& &RIO AT 12' -0° A.F.F. &YPSUM SOFFIT AT 10'-0 A.F.F. LINE Of GEILIN& &RIO IN OffIGE SGHEOULE0 BASE LINE Of WALL ,ABOVE 3 /6' THICK X 9' -0' HI&H &LEAK TEMPERED &LASS WITH RA&A66A0 CHANNELS ON THE AIDES AND EXPO6A0 1° POL15HE0 61AINLEAS STEEL GHANNELS Af fOP ANO 60110M. &YPSUM BOARD SOFFIT AT 10' -0' A.f.f. GEILIN& &RIO AT 12' -0 A.f.f. DRYWALL SOFf11 EXPOSED STEEL GHANNEL FOR fEMPEREO &LASS 610ELI&Hf I' -3' VEEP PLASTI& LAMINATE OVERHEAD GAAINE15 WITH TWO, 2 AOJUSIASLE SHELVES DOOR /DRAWER PULL 'A', TYPIGAL 11/2 THICK PLASTIC LAMINATE COUNTERTOP WITH 4' HI&H'OAGKAPLASH 2'-0' DEEP PLASTIC LAMINATE BASE GABINETS WITH ONE AOJU5fAALE SHELF 4' HI&H TOEKIGK SGHE0ULE0 BASE 000K/ ()RAWER PULL °A °, TYPIGAL MFR: NAFELE GAT NO 102.36.209 FINISH: POI-1511EO &HROME ELEVAT I ON @ O >%>% I GE * 1 1 2 AGALE: I /2° = I ' 0° EXPIRED SG I / =1 ' - 0 ° 10'-0 1/2 AIM. / 10" / 10' 3' -2 1/2 ° ELEVATION @ GOPY /TAX 4 117 LINE Of WALL ABOVE LINE Of GEILIN6 &RIO Af 12' -0' A.f.f. &YPSUM SOffiT Al 10'-0° A.f.f. LINE Of GEILIN& &RIO Al 12' -0' A.f.f. Fl-O6 IAA WALL 5GONGE, MODEL= WINS, WHITE 0lffUSER, 2 X IOOW OPAL A -19 LAMP. •10 SE MOUN1E0 VEK1IGALLY• 60NE0ULE0 BASE LINE Of WALL ABOVE LINE Of GEILIN& &RID AT 12' -0' A.f.f. &YPSUM 6Offl1 Af 10' -0' A.f.f. 3/6' THICK X 9' -0' HI&H &LEAK TEMPERED 6LASS 51OELI&Hf, WITH REGE66E0 510E GHANNEL AT WALL. TOP, 00f10M, AND OPEN 510E OP &LASS 10 HAVE EXPOSED 1' PC-. 61AINLEAA STEEL CHANNELS. SAFELY HANOKAIL AT 34' A.f.f. SGHEOULE0 BARE ! P! F L C. W Uptime all the time. wmg> assy Architects & Engineers 2895 Century Parkway Suite Eight Hundred Atlanta. Georgia 30345 14041833 -8998 1,3=833 -7211 RECEIVED CITY OF TUK. IlA -- PERtdIT CENT DESIGNED BY:SW /JGS/ SB /JP REVIEWER: JP JOB No: 20256 E0. 35 3' -6' SGALEs I /2° = 1 - 0° 3' -0' MIN. I_ E0. j E0. 1' - 6' 3' O' C 5' -0' E0. j O. 3' 0' / 1 6' NN TYPIGAL ELEVATION @ SINK WAIL IN MENS WOMENS KESTPOOM A6.10 SGALE:I /2' =1' -0" MIN. ELEVATION @ MEN5 PESTROOM a 3' -0' MIN. 2 1' -6' 3' - O' MIN. 2° 1' -0' 3' - 0' MIN. MIN. LINE Of GEILING GYPSUM SOAR° SOFFIT WITH REGESSEO POWNLIGHTS GYPSUM WARP SOFFIT WITH PENDANT FIXTURES EO -24, GUS1OM MIRKOR,SIZEO TO FIT OPEN AREA - E0 -14, REGO66E0 PAPER TOWEL DISPENSER ANO TRASH GAN, MOUNTED Al REQUIRE() HEIGHT EO -I6, REGESSEN SANITARY NAPKIN/ TAMPON DISPENSER, WOMENS ONLY, MOUNTED AT REOUIREO HEIGHT I I/2" THICK SOLIN SURFACE COUNTERTOP WITH 501.10 SURFACE LE06E ANO WALL - MOUNTED fAUGET 9' SACK ANN SINE SPLASH 4° SOLI() SURFACE APRON 13/4' THICK POCKET 0008 TILE NASA AN SPEGIFIE0 3' - 0' SOFFIT W 84' AFf, MOVE SHOWER UNIT. SHOWER UNIT,. f0. 35 TOILET PARTITION, TYP. WALL FILE, PROVIDE FINISHED ENNA Al PARTITION SEPARATING FIRST STALL FROM URINALS URINAL PARTITION GRAS OAR, INSTALL! At REQUIREO '!HEIGHTS TOILET, INSTALL At REOUIREO HEIGHT, TYP. URINAL, INSTALL At REOUIRED HEIGHT, TYP. TILE BASE 3f7 I 3' -2' 3'-0' 0008 WILL FRO(UOE INTO OPENING 4' WHEN OPEN, LEAVING 32° CLEAR 5' -2 1/2 ' I LINE OF GEILING PARTITION SUMP -OUT TO HOUSE SANITARY NAPKIN /TAMPON DISPENSER IN WOMEN'S RE-Si SULKHEAO FOR GONGEALEO TRAGIC POGKET 0008 PULL, SEE 000K SGHEOULE FOR MORE INFORMATION 13/4' THIGK SOLID GORE MAPLE VENEER 000K ON GONGEALEO TRACK FOR SLIOING MOVEMENT. 0o TYPICAL ELEVATION @ POCK OOO. IN MENS WOMENS KESTJ <OOM SGALE, I /2° = 1 ' -0" ELEVATION @ IN WOM-NS PESTKOOM EXPIRED IN. MIN. SOFFIT N 84' Alf, ASOVESHOWER UNIT. TOILET PARTITION, TYP. SHOWER UNIT, EQ. 35 GRAB BAR. INSTALL AT REQUIRED HEIGHTS TOILET, INSTALL AT REQUIRED HEIGHT, TYP. TILE RASE I N F L O W Uptime aU the ti me company Architects & Engineers 2835 Century Park :ay Suite Eight Hundred Atlenta.Georgia 30345 1504,833 -8908 Faa -7211 N N ■ C7 Sr_ DESIGNED BY:SW /JGS/ SB /JP REVIEWER: JP JOB NO: 20256 AX/ O D (C; ' 10 1111111gril l \ 1' TYP. N, / \iI I illigilL MEI I �— 3,-0° / - 3 ..0° //_ 3. 3'-O / _ 5'-0' i 3. -0' L i 3 ' -6 " E0. 35 3' -6' SGALEs I /2° = 1 - 0° 3' -0' MIN. I_ E0. j E0. 1' - 6' 3' O' C 5' -0' E0. j O. 3' 0' / 1 6' NN TYPIGAL ELEVATION @ SINK WAIL IN MENS WOMENS KESTPOOM A6.10 SGALE:I /2' =1' -0" MIN. ELEVATION @ MEN5 PESTROOM a 3' -0' MIN. 2 1' -6' 3' - O' MIN. 2° 1' -0' 3' - 0' MIN. MIN. LINE Of GEILING GYPSUM SOAR° SOFFIT WITH REGESSEO POWNLIGHTS GYPSUM WARP SOFFIT WITH PENDANT FIXTURES EO -24, GUS1OM MIRKOR,SIZEO TO FIT OPEN AREA - E0 -14, REGO66E0 PAPER TOWEL DISPENSER ANO TRASH GAN, MOUNTED Al REQUIRE() HEIGHT EO -I6, REGESSEN SANITARY NAPKIN/ TAMPON DISPENSER, WOMENS ONLY, MOUNTED AT REOUIREO HEIGHT I I/2" THICK SOLIN SURFACE COUNTERTOP WITH 501.10 SURFACE LE06E ANO WALL - MOUNTED fAUGET 9' SACK ANN SINE SPLASH 4° SOLI() SURFACE APRON 13/4' THICK POCKET 0008 TILE NASA AN SPEGIFIE0 3' - 0' SOFFIT W 84' AFf, MOVE SHOWER UNIT. SHOWER UNIT,. f0. 35 TOILET PARTITION, TYP. WALL FILE, PROVIDE FINISHED ENNA Al PARTITION SEPARATING FIRST STALL FROM URINALS URINAL PARTITION GRAS OAR, INSTALL! At REQUIREO '!HEIGHTS TOILET, INSTALL At REOUIREO HEIGHT, TYP. URINAL, INSTALL At REOUIRED HEIGHT, TYP. TILE BASE 3f7 I 3' -2' 3'-0' 0008 WILL FRO(UOE INTO OPENING 4' WHEN OPEN, LEAVING 32° CLEAR 5' -2 1/2 ' I LINE OF GEILING PARTITION SUMP -OUT TO HOUSE SANITARY NAPKIN /TAMPON DISPENSER IN WOMEN'S RE-Si SULKHEAO FOR GONGEALEO TRAGIC POGKET 0008 PULL, SEE 000K SGHEOULE FOR MORE INFORMATION 13/4' THIGK SOLID GORE MAPLE VENEER 000K ON GONGEALEO TRACK FOR SLIOING MOVEMENT. 0o TYPICAL ELEVATION @ POCK OOO. IN MENS WOMENS KESTJ <OOM SGALE, I /2° = 1 ' -0" ELEVATION @ IN WOM-NS PESTKOOM EXPIRED IN. MIN. SOFFIT N 84' Alf, ASOVESHOWER UNIT. TOILET PARTITION, TYP. SHOWER UNIT, EQ. 35 GRAB BAR. INSTALL AT REQUIRED HEIGHTS TOILET, INSTALL AT REQUIRED HEIGHT, TYP. TILE RASE I N F L O W Uptime aU the ti me company Architects & Engineers 2835 Century Park :ay Suite Eight Hundred Atlenta.Georgia 30345 1504,833 -8908 Faa -7211 N N ■ C7 Sr_ DESIGNED BY:SW /JGS/ SB /JP REVIEWER: JP JOB NO: 20256 AX/ O O ' 10 1111111gril l \ 1' TYP. N, / illigilL MEI E0. 35 3' -6' SGALEs I /2° = 1 - 0° 3' -0' MIN. I_ E0. j E0. 1' - 6' 3' O' C 5' -0' E0. j O. 3' 0' / 1 6' NN TYPIGAL ELEVATION @ SINK WAIL IN MENS WOMENS KESTPOOM A6.10 SGALE:I /2' =1' -0" MIN. ELEVATION @ MEN5 PESTROOM a 3' -0' MIN. 2 1' -6' 3' - O' MIN. 2° 1' -0' 3' - 0' MIN. MIN. LINE Of GEILING GYPSUM SOAR° SOFFIT WITH REGESSEO POWNLIGHTS GYPSUM WARP SOFFIT WITH PENDANT FIXTURES EO -24, GUS1OM MIRKOR,SIZEO TO FIT OPEN AREA - E0 -14, REGO66E0 PAPER TOWEL DISPENSER ANO TRASH GAN, MOUNTED Al REQUIRE() HEIGHT EO -I6, REGESSEN SANITARY NAPKIN/ TAMPON DISPENSER, WOMENS ONLY, MOUNTED AT REOUIREO HEIGHT I I/2" THICK SOLIN SURFACE COUNTERTOP WITH 501.10 SURFACE LE06E ANO WALL - MOUNTED fAUGET 9' SACK ANN SINE SPLASH 4° SOLI() SURFACE APRON 13/4' THICK POCKET 0008 TILE NASA AN SPEGIFIE0 3' - 0' SOFFIT W 84' AFf, MOVE SHOWER UNIT. SHOWER UNIT,. f0. 35 TOILET PARTITION, TYP. WALL FILE, PROVIDE FINISHED ENNA Al PARTITION SEPARATING FIRST STALL FROM URINALS URINAL PARTITION GRAS OAR, INSTALL! At REQUIREO '!HEIGHTS TOILET, INSTALL At REOUIREO HEIGHT, TYP. URINAL, INSTALL At REOUIRED HEIGHT, TYP. TILE BASE 3f7 I 3' -2' 3'-0' 0008 WILL FRO(UOE INTO OPENING 4' WHEN OPEN, LEAVING 32° CLEAR 5' -2 1/2 ' I LINE OF GEILING PARTITION SUMP -OUT TO HOUSE SANITARY NAPKIN /TAMPON DISPENSER IN WOMEN'S RE-Si SULKHEAO FOR GONGEALEO TRAGIC POGKET 0008 PULL, SEE 000K SGHEOULE FOR MORE INFORMATION 13/4' THIGK SOLID GORE MAPLE VENEER 000K ON GONGEALEO TRACK FOR SLIOING MOVEMENT. 0o TYPICAL ELEVATION @ POCK OOO. IN MENS WOMENS KESTJ <OOM SGALE, I /2° = 1 ' -0" ELEVATION @ IN WOM-NS PESTKOOM EXPIRED IN. MIN. SOFFIT N 84' Alf, ASOVESHOWER UNIT. TOILET PARTITION, TYP. SHOWER UNIT, EQ. 35 GRAB BAR. INSTALL AT REQUIRED HEIGHTS TOILET, INSTALL AT REQUIRED HEIGHT, TYP. TILE RASE I N F L O W Uptime aU the ti me company Architects & Engineers 2835 Century Park :ay Suite Eight Hundred Atlenta.Georgia 30345 1504,833 -8908 Faa -7211 N N ■ C7 Sr_ DESIGNED BY:SW /JGS/ SB /JP REVIEWER: JP JOB NO: 20256 PARTITION TYPE A: TO UNOERS106 Of GEILIN& 1/2'•1'-0' PARTITION TYPE 6: PARTITION WITH SOUND ATTENUATION FROM 9 Aff 64,4 .1 1/2' =1' -0' 54.6.1 I /2'•1' -0' PARTITION TYPE M: TO 6" A0OVE AGOUSTIGAL GEILIN6 PARTITION TYPE 0: PARTITION WITH 50UN0 ATTENUATION SWLE.1 1/2'.1` -0 PARTITION TYPE H: AGOUSTIGAL PARTITION TO 14 - 6" SmE.c I 1/2" 1 0' PARTITION TYPE 0: TO 14' -6" / ORAGB PART If ION f0 5fRUGTURE // A5 06081060 DRAGE TO STRUCTURE 2 1/2' SONO ATf6NUAt10N DLANKET TO 5'-0' EACH 510E Of PARTITION GEILIN6 TILE &YPSUM WALLOPARO EXPAN060 FLANGE, MOO ANO SAND SMOOTH 2 1/2' 50UN0 ATTENUATION DLANKET 1 LAYER 5/8' 629. 60. EACH 5106 ONE 4 METAL 5180 a 24' O.G. ONE 6' METAL STUD a 24' O.G. 0A56 AS 5GNEDUIE0 PINION FLOOC ROOF LINE COOP LINE 2 1/2' SOUND ATTENUATION OLANKET TO 9' -0' EAOH SIPE Of PARTITION GE ILIN6 TILE GONTINUOU5 PERIMETER WALL ANGLE I LAYER 5 /0' 6YP. 00. EAGN 510E - 2 1/2' 500N0 ATTENUATION 0,A18.E1 9 518' METAL 50005 DA56 A5 60E011L69 PIN15H 1,00K I. • 5GAL6.1 1/2'.1' -0 111 F UL TEST ir • 8465 10,,1 PARTITION TYPE E: ONE -HOUR RATE() PARTITION 141 1/2'•1' -0 5401,61 1/2' 1' D DRAGE f0 51RUGTURE GEILIN6 TILE PARTITION TYPE P: TO 12' -6° GYPSUM WALLOOARO EXPANDED PLAN661 MOO AN0 SAND 6/400TH 1 LAYER 9/0' 6YP. 60. EAGN 510E ONE 4 METAL 61UP a 24' O.G. ONE 6' METAL STOP a 24' P.G. 0A56 AS 5GN60U,O0 PINION PLOOR METAL ROOFING BXTENO PARTITION 10 UNOER5IOE OF METAL 00GO MOVE GEILIN6 TILE GONIINUOUS PERIMETER WALL ANbLE 1 LAYER 5/8" TYPE 'X' 6YP. DD. EAGN 510E 2 1/2' 1NERMAPIDER DLANKET 6 20 6A00E METAL 50005 a 16' 0.G. DASE AS 0004018.00 GONtINUOU5 0EA05 Of ACOUSTICAL SEALANT PINION 00.000 CORNER DEAD 040.0600046 AS 06001000 1 LAYER 5/0' 679. 00. EAGN 5106 ONE 4' METAL 5080 a 24' 0.G. ONE 6' METAL STUD a 24 O.G. 5000, 04461.E 0000001 04 10' 0.G. PASTAN 00 00.000 MONO 00 WITHIN 12' Of TOP Of WALL" EITHER 510E Of PARTITION 6A5E AS SGIEOULEO PINION FLOOR PARTITION TYPE J: LOW- HEI &H1 PARTITION 5G.E.1 1/2 .1 -0 ."'") 1' -10" 7/8 PARTITION TYPE R: TO 14' -6" PARTITION TYPE f: ACOUSTICAL PARTITION 10 12 -6" 34.6.1 I/2' .1 . -0 . 1 !Mir 11 00111 / DRAGE PAR11110N 10 620UGfUR0 A5 REOUIREO 2 1/2' 50UN0 AftaNUATION OLANKET TO 9'0' MOM 510E Of PARTITION 6E1L106 T1LE' CONTINUOUS PERIMETER WALL AMPLE I LAYER 5/0' 6YP. 60. EACH 510E 2 1/2' SOUND ATTENUATION DLANKEO 9 5/0' METAL 51805 a 24' O.G. OASE AS SGNE000.00 PINION FLOOR RAGE PARTITION TO 5fRUGTURE AS REOUIREO �PI /2' 5011NO AtfEMUI /2' 50UN0 AffENUAfION OLANKEI .v 5'-i' EAG'N 510E Of PARti110N GEILIN6 TILE GONIINUPU5 PERIMETER WALL AM6.6 2 LAYERS 5/0' MOISTURE RESISTANT 62P. 00. EACH 510E 2 1/2' SOUND ATTENUATION WANK01 9 510' METAL STUNS a 24' O.G. OAS, AS 5060,60 GONT MUM DEA. Of ACOUSTICAL SEALANT PIN15N FLOOR PARTITION TYPE L: MOISTURE RESISTANT PARTITION TO 10' -6' EXPIRED DRAGE PARTITION TO SMUG AS REQUIRED 2 1/2' SOUND ATTENUATION OLANK60 10 5' -0' EAGN 6106 OF PARTITION __GEILIN6 0ILE 10.AY60 5/0' 609. 00. EAGN 5106 2 1/2' 50060 ATT6NUAf ION 0,ANKE1 9 eve. METAL 51006 a 24 0.G. OW A5 5GH6010.E0 CORNER 06010 OLOGKIN6 AS REQUIRED 1 0.AY60 5/0' 610. 00. EAGN 510E II 11 0.6 A6 60.001.60 014115N FLOOR I ��� � � PIN15NE0 0,000 50EEL AN6LE ORACKE6 a fee 0.G. PA5TEN 10 00.000" MONO f0 WITHIN 12' Of 101' Of WALL, EITHER 5106 OF PARTITION 6 METAL 61805 PARTITION TYPE 5: LOW - HEIGHT PARTITION 1 N 40 4. O W Uptime 60 the time. Architects 0 66ginee03 285 Century Parkway Suite Eight Hundred Attauta.0eorgie 30345 (4 041889 -8898 Fax :633 -7E11 U RECEIV cm of n � =RMi? CE DESIGNED BY:SW /JCS/ SB /JP REVIEWER: JP JOB N0: 20256 A7.O DETAIL @ AOA COMPLIANT SINK GASIN -1 6CALE: 1 I /2° =1 ' -O' N \ SGALEsl I ° =1' -0" DRYWALL 50511 W000 SLOWING CREATING I/2° REVEAL, PAINT 6LAGK 3/4° MO0 SCHEOULEO GASINET PULL 3/4° M95 0008 WITH CONGEALED HINGES ANO PLA511G LAMINATE ON ALL SURFACES I/4° MELAMINE ON I/2° 6LOGKIN6 PL6 INTERIORS 4' 510E5PLASH FLUORESCENT UNDER GAOINE1 TASK / LIGHT, SEE REfLECTEO CEILING PLAN 05 LOCATIONS. LIGHT MUST 6E INSTAL-LEO AS SHOWN, WIRED S KOM SAG. WALL Al EXPOSED CA61NE1 ENOS, PROVIDE RETURN AT VALANCE TO CONGEAL ENO Of TASK LIGHT EXTENO CAEINET (AGE AS SHOWN DETAIL @ UPPEK, GASIN H NEL>% ET WIT OPEN S POK MIGKOWAVE 3/4' PLYWOOD COUNTER TOP 8 FULL HEIGHT 6ACKSPLASH WITH PLASTIC LAMINATE ON ALL EXPOSED SURFAGES ON ALL EXPOSED SURFACES COUNTERTOP SEYONO STAINLESS STEEL SINK 4 FAUCET AS SPEGIFIEO 3/4' HARDWOOD 510' WITH PLASTIC LAMINATE fAGE INSULATE PIPING AS REOUIREO 6Y GOOE I/4" MELAMINE ON I/2° SOCKING 5G11E0ULE0 CASINE1 PULL 6LAGK MELAMINE INTERIORS 3/4" MOf DOOR WITH PLASTIC LAMINATE FINISH ON ALL SURFAGES, NI•NGE5 TO 6E CONGEALED. 00085 TO OPEN FULL WITH 32° GLEAR AGGE55 UNDER SINK PER GOOF SGNEOULEO ALOORING 3/4° PLYWOOD WITH PLASTIC LAMINATE FINISH SCALE: I 1 /2" . 1 ' 0" 3/4" PLYW000 COUNTERTOP WITH PLASTID LAMINATE FINISH ON ALL EXPOSED SURFAGES, PROVIDE 1/2° REVEAL AT 510E PARTITIONS IDS VEEP STEEL TUBE S24" O.G. RECE6SE0 INTO PARTITION ANO SEGUREO TO W000 6LOGKIM& SCHEOULE0 SASE DETAIL @ MEETIN& GOUNTEK SGALEtI I /2 " =1' DETAIL @ SASE GASINET WITH OKAWEKS 50 9 -1 SCALE I I /2" = 1 ' -O" / PLASTIC LAMINATE 6AGK5PLA5H, f HEIGHT VARIES, SEE ELEVATION FOR MORE INFORMATION 3/4' P COUNTER TOP WITH PLA5110 LAMINATE 0IN155 ON ALL EXPOSED SURFACES 50 SAGK5PLASH SEYONO S0E00140 GA61NE1 PULL I/2° OLAGK MELAMINE DRAWER ON 510E MOUNTE0 DRAWER 6LI0E5 3/4 M0F PLASIIG LAMINATE 01-50 DRAWER 5RON1 I/4' MELAMINE ON I/2' 6LOGKING 3/4' M00 6LOGKING A5 REOUIREO SCHEOULE0 FLOORING SGNEOULE0 SASE DETAIL @ SASE GASINET W I TN TKASH 9KOP 8" 01A. GLEAR GUT GIRGLE IN COUNTERTOP WITH SOUARE SELF 506E FOR TRASH DROPS 0000 MOCKETT 1M 5ERI5 &1 1M2P55 --8° 01A> I° DEEP POLISHED STAINLESS 51E1. GROMMET 3/4° P1-919000 COUNTER TOP ANO 6ACKSPLASH WITH PLASTIC LAMINATE 51NISH ON ALL EXPOSE° 505050E5 6AGKSPLA5H SEYONO 505E00140 CASINET PULL 3/4° MOP WITH PLASTIC LAMINATE fINISN ON ALL SURFACES .TYPICAL. I/4° MELAMINE ON I/2" SLOWING _51550550 °RU66ERMA10° TRASH GAN GU1 TO 011 ORAWER SLACK MELAMINE INTERIORS 3/4° M05 5000KING AS RE0015E0 50HEOULE0 FLOORING PLASTIC LAMINATE 51N15H 2OO EXPIRED 605LE: 1 1/2°-1'-0° FL- SCALE. I I /2° = I '-0" 9 ' ORYWALL 505511 W000 6LOGKING CREATING I/2 REVEAL, PAINT SLACK 3/4" M05 3/4' SLACK MELAMINE 5501-0 3/4° M05 0005 WITH CONGEAL00 HINGES ANO PLASTID LAMINATE ON ALL SURFACES - 1/4' MELAMINE ON I/2° 6LOGKING 6LAGK MELAMINE INTERIORS 50HE0ULE0 CASINE1 PULL 5LU6H MOUNTE0 A0J. STANOAR05 4 CLIP6 FLUORESCENT UNDER GA61NEf TASK LIGHT, SEE RE0LEGIE0 CEILING PLANS 505 LOCATIONS, LIGHT MUST 6E INSTAL/LEO. A5 SHOWN, WIRED 5ROM 5A0K WALL AT EXP05E0 GA6INE1ENOS, PR0010E RETURN Al VALANCE 10 CONGEAL ENO OF TASK LIGHT EXTEND CASINEi FAGS AS SHOWN OETAI� @ OVEKNEAO GASINET 3/4" 00W000 G0UN1E5 TOP ANO 0ACKIPLASH WITH PLA511G LAMINATE ON ALL EXPOSED SURFAGES 6AGKSPLASH 0EY0N0 EOUIPMEN1 ITEM 56 65E0101E0 1561'4L 605010100 665E IN EQUIPMENT ALGOVE Al SAGS WALL 500E00140 01-005155 DETAIL @ GOUNTEKTOP OPEN TO SEL-OW ° M P L a W Uptime all the time. Architects & S9gileer$ 2835 Century Parkway Salta Eight Hundred Atlente.Geargie 30345 1404,853 -8998 P e: = BSS -72II F N N g_ ASSOQA I S DESIGNED BY:SW /JGS/ SB /JP REVIEWER: JP JOB N0: 20256 A7.1 SCALE 1 1 /2" = I ' - 0 ° I' -6' U.N.O. FIVE 3/4" SHELVES WITH DLAGK MELAMINE ALL EXPOSED SURFAGES. SHELVES 4 SHALL DE Of EQUAL WIDTHS AGRO55 _ PARTITION PAGE, NO GREATER THAN 5' -0° LONG. KNAPE 4 VOGT NO. 160 LOGK NUT DRAGKET, PAINTED 10 MA1GH PARTITIONS SCHEDULED RASE DETA I L @ >% 1\/ 1-11&1-1 AO tJUSTASLE SHELVING SGALE I/2 ° =1'-0" 3/4' PLYWOOr COUNTER TOP ANO DAGK5PLA5H WITH PLA51IG LAMINATE FINISH ON ALL EXP05E0 SURFAGES DAGK6PLASH DEYONO, HEIGHT VARIES, SEE ELEVATION SGHEOULEO GADINE1 PULL 3/4' M9F WITH PLASIIG LAMINATE FINISH ON ALL SURFAGES }TYPICAL• 1/4° MELAMINE ON 1/2" OLOGKING 3/4° DLAGK MELAMINE SHELF DLAGK MELAMINE IN1ERIQK5 FLUSH MOUNTED AOJU5TAOLE 51ANOAR05 4 GLIPS 3/4' MOP S- OGKING AS REOUIREO SCHEDULED FLOORING PLA511G LAMINATE FINISH O>;TAIL @ SASE GASINET WITH COOKS KNAPE 8 VOG1 NO 60-A 5TO. PAINTED 10 MATGH PARTITIONS PROVIDE DLOGKING IN WALL A5 REQUIRED SCALE: I UT-P-0° nnnnn 6' MAX DETAIL @ PKOJ SGREEN' SGA-A 1/2 ° = 1'e ° LINE OP WALL THREADED K00 SUPPOKI 10 51RUG1URE. CONTRACTOR TO VERIFY APPROPRIATE SIZE OF RO0 KEQUIREO WITH MANUFACTURER MOUNTING' �DRAGKET PROJECTION SCREEN HOUSING PROJEGIION SGREEN AN SPEGIPIEO I 1 1 1 1 1 1 1 I1 I I I II LINE Of FINISHES CEILING, AGOU51IGAL AND DRYWALL, IYPIGAL GEILING TEES PAINT SGREEN HOUSING GEILING WHITE IN AN ALKYD SEMIGLOSS FINISH 10 MA1GH AOJAGENI GEILING 3/4 PLYW000 GOWER f0P WITH PLASfIG LAMINATE FINISH ON ALL EXP05E0SURFAGES VERTICAL 11/2' SUPPORT WITH PLASTIG LAMINATE ON ALL EXPOSED 005E5 AS INOIGAIEO IN ELEVATION AA /A6.2, PL6 Q AIL @ GOUNTEKTOP IN SKEAKKOOM *122 6' Mil. Sf00 FRAMING W/ 5/8 " 00. 4' MIL 5TUP FRAMING W/ 5/8' GYP 00 605E Of M1L 5100 FRAMING 3/8 °0X5/8 °W ALUM. CHANNEL DENT ALUM Al EN05 -10 DE FLUSH FOAM SPAGERS Al EA. 510E Of GLAZING TRIM PLUSH AFTER GYP. PAINTING 3/8° GLAZING W/ ENO SPAGERS AS NEE0E0 SGALE I 1 / 2 ° = 1 ' - 0 ' HEAP /SILL AIM. / S0. / DLOGKING,AS KEO'0 SHELF TO DE 3/4° MOP WITH 3/4 NAK0W000 EOGE ALL SURFAGES 10 DE DLAGK MELAMINE I /4° PLYW000 WITH DLAGK MELAMINE FINISH 3/4 W000 TKIM WITH 6LAGK MELAMINE FINISH ANGHOREO SEGURELY INTO WALL WITH GONGEALEO FASTENERS 5HELP SUPPORT, CENTERED ON SHELF S LENGTHS OVER 8' -0° WIOE HANGROO SUPPORIEO Al 00tH ENDS 3° KAOIUS GUKVE SGHEOULE0 PARTITION SGHEOULEO SASE SGHEOULEO P1-00KINS NOTE, GONIRAGTOK 10 PROVIDE PIKE KETAKOANI W000 OLOGKING.IN PARTITION DETAIL @ GOAT KOO ANO SHEL>% A0. 2 -cDDO 3 /^7 EXPIRED DETAIL G SIDE L I T E I N KEG GHANN L 1112 m in h 1.11 F L O W Spum ell th time — 'company Architects N Engineers 2825 Century Parkway Suite Eight Hundred Atlante.Georgia 30345 0041633 -8998 Fez: 633 -7211 U Ass ° MMES arthMe interior design 700e.141 1.1 ATLANTA,GEOMIA mmaua280 REVIEWER: JP DESIGNED BY:SW /JGS/ SB /JP JOB NO: 20256 ED 11CYt�iIA N ?ER SCALE: I 1/2 SGALE:I 1/2 " =I' - O" :: DETAIL @ DATUM SNELT IT THICK CLEAR &LASS WITH EA5E0 E06E5 3/4° PLYWOOQ GOUNfER10P WITH PLASTIC LAMINATE FINISH ON ALL EXPOSWQ SURPAGES 5TAINLE55 STEEL SUPPORI5 POK &LASS OYs SHOPKIT PANEL SUPPORT •15.27. STEEL 1110E W24° O.G. REGE55E0 IN10 PARTITION ANO SECURE? 10 W000 0L0GKIN& SGHEOULE0 GAOINE1 PULL 5GHEOULE0 DANE DETAIL @ MEETING GOUN1EK 2' X 1/2 DEEP REVEAL GU1 INf0 6HEL0 WITH PLASTIC LAMINATE ALL EXPOSED SURFACES 3/4° PLY'W000 000N1ER10P WITH PLASfIG LAMINATE fIN15H ALL EXPOSE0 SURPAGES. GUI 9AfUM SNELP Al RA0IU5 IN0IGA10 ON I /A1.4. STEEL SUPPORT EXIENOIN& PROM PARTITION 10 SUPPORT SHELF a 12' 0.G. PAR OEYUNO 0A5E AN 6GNEOULE0 I' -0° fJETA I @ PUNGN1NKOI1GN SCALE: I I /2' = I ' - O" 3' - 6 ° 4 A7.3 6&AL00 1 /2 " =1'-O° DETAIL @ GOUNTKTOP IN GUSTOMEK AR 6' METAL 51110 PRAMIN& W11H 5/8' &YPSUM 00AR0 4' METAL MO FRAMING WITH 5/8" 6195UM 00AR0 2' W000 0L0GKIN& A6 REQUIRED, TYPICAL OPEN fHR0U6H PARTITION, PAINT INTERIOR Of PUNGH 1HR0U&H 0 -7 3/4' PLYWOOD GOUN1ER WITH PLA5t1G LAMINATE fIN15H ON ALL EXPOSE(' SURPAGES 5UPP0R1 ORAGKEI NOfEs Pt-A51IG LAMINATE PL -6 ON ALL EXPOSE0 510E5 Of ORAGKEI 6011000140 GAWINE1 PULL- 'A' 3/4 M00 WITH 01,A6IIG LAMINATE fINISH'ON ALL SURPAGES 4 1YPIGALe I /4' MELAMINE ON IT 0LOGKIN6 3/4' 0LACK MELAMINE SNELP 0LAGK MELAMINE INfERI0R5 PLUSH MOUN1E0 60JU51110LE 51ANOAR05 6 CLIPS 3/4' MOf 0LOGKIN& A5 REOUIREO 6011EOULE0 fL00R1NO PLA511G LAMINATE fIN15H LI6111 fIX1URE- 5EE R0fLEGf00 GEILIN6 PLAN fIXIN& PLATE 50 15.8 W/ ENO 5100, 50 15.4 1.5 MM GA01.0, 50 15.6 1/2' 0ENf ALUM TRIM U- SHAPED W/ 5/16' &AW HEA0 SELF- fAPPINO SCREWS 1HRU PANEL AT 12° 0.G. GAOLS SWIVEL &RIP,. 50 15.30 PERf0RA100 M11-. SCREEN METAL 10 6E: MGNICI10L5 GO., ITEM NUMSER 033 ON 055, 26 6AUbE, PERf0RA1E0 STAINLESS ALUM. PANEL 516N 0Y HAMMERED 0E51&N5 PANEL &KIP 50 15.18 TOP ANO 001 LINE Of 61P. 60 6EYON0 1/2'X1" 0EN1 ALUM. PLATE 22 6A. GAOLS SWIVEL &RIP 50 15.30 fIXIN6 PLATE) 60 '.15.8 W/ ENO 5109, 50 154 5/8' &YP 60 ON 6' M1. 6111O PRAMIN6 2' -10' LDD 0 / 3(7 EXPIRED R2' 3 3/6 - R 2' - 8 1/2 7 5 5 3/4 I/O /6 1' -0° DETAIL @ I-O&O WAIT IN KEGEPTION 100 6&A4:I 6 MTL 51110 PRAMIN6 2X WO G0N1. fRAMIN& 4' MIL 61006 W/ 6YP. 00 EA. 510E 1 04 F L O W Uptime all the time. company Architects & Engineers 2835 Century Parkway Suite Eight Hundred Atlanta. Georgia 30345 14041833 -8998 Paz:833 -7211 it GODWIN AS5 )auE5 OF 1 cmRoFru DESIGNED BY:SW /JGS/ SB /JP REVIEWER: JP JOB NO: 20256 ItA HERMIT CEN'ER 5GAL01 / 2 ° = I ' - O ° WALL TYPE °M° i EXISTING PAINTED SHEET METAL fLASNING EXISTING ROOFING ROOFING MEMORANE EXISTING GLUE LAM. SEAM FURRING A5 REOUIREO TO MEET R -I9 ENERGY EffIGIENGY RATIN& EXISTING WINDOW WALL. VERIFY EXISTING TINTING 15 IN 6000 GONDIIION OR PROVIDE NEW. NEW MAXIMUM LIGHT SLOW N& BLINOS IN GOWN POSITION fURKIN& AS REQUIRED TO MEET R -I9 ENERGY EFfIGIENGY RATIN& AGOUNIIGAL GEILIN& AT 12' -0' ABOVE FINISHED SLAB SRAGIN& O EXTERIOR PARTITION AS REQUIRE() STEEL FRAMING AS REQUIRED FURRING AN REQUIRE() f0 MEET K-19 ENERGY EFFICIENCY RATIN& EXISTING STUGGO N0fIITING OVER STEEL STUD FRAMING, EXISTING WINDOW WALL. VERIFY EXISTING TINTING 15 IN &000 GONfIIION OR PROVIDE NEW. NEW MAXIMUM LIGHT DOCKING SLIN05 IN ()OWN POSITION FURRING AN REQUIRED TO MEET RI9 ENERGY EFFIGIENGY RATING RAISED FLOORING BY TATE @I' -6° Aff, PROVIDE VENTING AS REQUIRE() TO ALLOW AIRFLOW TO EXTERIOR WINDOW WALL EXISTING TILT UP GONGRETE PANEL WITH SMOOTH fINISH, PAINTEO. EXISTING CONCRETE ALAS WITH 2" SAND, VAPOR BARRIER ANO &RAVEL. EXISTING R -10 RIGLO INSULATION ()ETA I @ DATA G WINOOW WALI, i am mmincsiki V EXISTING PAINTED SHEET METAL fLASHINN EXISTING ROOFIN% ROOFING MEMORANE EXISTING GLUE LAM. SEAM fURRING AS REOUIREO 10 MEET R -I9 ENERGY EFFIGIENGY RATIN& r /� EXISTING WINOOW WALL. VERIFY / EXISTING TINTING 15 IN 5000 �C GONOITION OR'PROVIOE NEW. NEW MAXIMUM LINHI SLOGKING SLINO5 IN DOWN 9051110N AGOUSIIGAL TILE GEILING FURRING AS REQUIRE() 10 MEET R -19 ENERGY EFFIGIENGY RATING PROVIDE PARTITION EXTENOIN& TO 6' ABOVE GEILING AS REQUIRE() Al WINDOW WALL, SRAGE 10 EXTERIOR Of SOILOING AS REQUIRE() EXISTING 51UGG0 SOAAIGING OVER STEEL STUD FRAMING,. EXISTING WINOOW WALL. VERIFY EXISTING TINTING 15 IN 6 GONOIIION OK PROVIDE NEW. NEW MINI-AL-IMPS @ OffIGES ONLY,. NO BLINDS IN REGEPTION AREA, SEE fINISN PLAN FOK SPECIFICATION. fURRINN AS REOUIREO TO MEET R -19 ENERGY EFFIGIENGY RATIN(' EXISTING TILT UP GONGKEIE PANEL WITH SMOOTH fINISH, PAINTED. EXIST GONGKETE SLA0 WITH 2° SANO, VAPOR BARRIER MO &RAVEL. EXISTING R-10 K1610 INSULATION L`� ,� oo � 3 1 7 EXPIRED 2 \ () TAIL- @ O I GE AR>%A WINDOW WAL-L- 57.4 SGALE:1 /2 " >I' -0° i i.1 F L o w Uptime all the time. c Architects & Engineers 2885 Century Park.ay Suite Eight Hundred Anent. Ceorgie 30345 (404.33 -8998 Pax=833-7211 w 0 GODWIN ASSOCIATES architecture eledgrt gayni° TYa CENTRAL PARKWAY nscs, ATLAMAG®P.GiA mnl Pet-1230 0 J LL z (.f) J _ H- J C) w J I FEOENE CITY OF Tli.' NIL4 w PERMIT .CE, IEr.. DESIGNED BY:SW /JGS/ SB /JP REVIEWER: JP JOB No: 20256 5/8 1NIGK GYPSUM OOARO EAGN 510E OF PAK11fION PRY REGLE1 REVEAL 9KM -50 -50 ° STEEL 51UO @ 24° O.G. 6° STEEL SGUO @24° 0.G. 5GNE0ULE0 0A5E DETAIL @ AGGENT WAIL- IN OPEN AKA 116 5GALE:I ° =I - 0 ° LINE OF ALOU5IIGAL GEILING GAN1E0 PAR1IfI0N DEY0N0 DRYWALL 50PFIf 12) 2, 00(3 5GALE:I ° =I -0° J 1' -7 1/2 " 3(7 EXPIRED LINE OF GEILING GROSS ORAGING POR RIGIOIfY A5 KE0UIRE0 DRYWALL 500fIf OEY0N0 . DRYWALL 50FF11 4° 5100E 5100 GANGING @ DEGREE INOIGA1E0 e 10° 0.G. DEGREE INOIGAIEO MEEf5 AOA GUIOELINE OF NOG MORE CHAN A 4° NORIZONIAL GNANGE 001-OW 00° A00 6° 51001. 51U0 @24° 0.G. 5/0 1HIGK 6YP5UM 00AR0 EAGN 510E Of PAR11fI0N I° REVEAL FRY RE6LE1> 0KM -50 -50 50N0001.E0 OASE PETAIL @ AGGENT WAL-L- IN OPEN AREA 116 SIM. 1 M F L O W Uptime all the time. P any Architects & Engineers 2835 Century Parkway Suite Eight Hundred Atlanta Georgia 30345 .04,633-8998 pax =833 -7211 W 0 ASS8cr a acbitecrarre td 70XICEWIHAL PARKWAY ArfAMA,G®RQA [77p)804-]]81 A7.5 DESIGNED BY:SW /JGS/ SB /JP REVIEWER: JP JOB NO: 20256 SIM. 5 /6' THICK bYPSUM SOAP EAGN 5I0E Of PARTITION) fYPIGAL PUNGHIHROUGH IN PARTITION, 5EE 2/A7.3 FOR MORE INFORMATION 4' STEEL 5100 24° O.G. 6° STEEL, STOP @ 24° O.G. 5GNEOUI -E0 055E SETA I I, @ REGEPT I ON WAL-I. *100 DRYWALL 500flf EXPIRED D2000'3l7 L- I' -0° 9ETAI G RECEPTION WAI.1. *100 SCALE: 1 ° = 1 ' - O ° MAGIC GE 11.1 N6 GK I 0 ANO M05 14' -0° A0f 5/6' &YPSUM 00AR0 Af1AGNE0 10 3 5/6' 5100, PAINTE0 SLACK PIO. GE11.IN6 &RI0 ANO 11.1.05 0'12'-0 Aff DRYWALL 500Plf GONSIRU0f0P Of 050 4' ANO ONE 6° 5100 DRAGEO 0Y .510E1. AN6.1:0 INTO PAR1I10N ANO GOVEREO 0Y 5/6' &YP5UM 00AR0 ON AI;L EXP05E0SUR0AGES TYPE '0' PARTITION, 5E0 A7_0 f0R MOREINf0RMA1I0N 505E00140 055E ®® I N I F L C S W Uptime all the time Architects & Engineers 2835 Century Parkway Suite Eight Hundred Atlanta. Georgia 38845 t4041833-89911 Fax:833-721I LiJ REVIEWER: JP JOB N0: 20256 RECEIV D CfTV OFT KWIfA PERMIT C DESIGNED BY:SW /JG5/ SB /JP Er, 0 a L$ L J 0 00000000 DTAIL- @ PKESENTATION KO OM X 126 5GALE:V =1' AGOU5fIGAL GEIt-IN& Al 14' -0' APP. AGOU5IIGAL GEILING Al 12' -0' APP. ORYWALI. 5Offi1, 1YPIGAL ror 3 5/8 STEEL 511.105 Af 18° O.G. PROVIDE GRO55 ®RAGING AS REQUIRED. 5/8° 6YP5UMSOAR0 80tH 51005, 1YP I GAI. 8A5E A5 SGHEOULEO SIM. X0'3 5GALE:1 ° =1' EXPIRED DETAIL. e PKESENTATION KOOM #126 PARt11ION f0 GANT ABOVE ORYWAI.I. 50fP I f DRYWALL 50fAIf3 1YPIGAL 51M. 1YPIGAL 4 7/8' fHIGK PAK11f10N 0008 AS SGHEOULEO s IF LOW Uptime all the time. ND Architects 5 Engineers 2835 Century Parkway Suite Eight Hundred Atlenta,Ceorgia 30845 (4043833-8998 Pa: =833 -7211 0 N ASSOCIATES DESIGNED BY:SW /JGS/ SB /JP REVIEWER: JP JOB NO: 20256 O�TA I @ GUKV>iO DRYWALL- 50t%t% 1 T 5GALE:3 ° =I' O>;TA I L @ OKYWAL-L- 50>%t% 1 T W I TN OKYWALAL- ( TO SGALE13" = I ' - 0" clwx N , L VARIES VARIES I' - 0 tYP. •■4t ilmw.xxxmes • 8011OM OF GEILI 60ff1 A.f.F. NOfE1 SEE REFLEGIEO 0E11.11 PLAN FOR GEILIN6 fIXfURE 5PEGIFICA1ION ANO LOCATION Af SIMILAR GONOIIION5. PAR111ION WITH ONE 4° ANO ONE 6 METAL 5fU05. 5/8° 6YP6UM 80AR0 ON ALL EXP0560 AREA5, fYPIGAL. fW0 3 5/8 WIVE 5fRUGfURAL STEEL 516105 Al 18" 0.G. CORNER 8EA0 L16Hf FIXTURE AS SPEGIFIE0 5EE REfI -EG1E0 GEILIN6 PLAN f0R MORE INf0RMA1I0N. 51E66 AN6LE ANGH0RE0 TO STUD WITHIN PARTITION ANO SPANNING DEPTH Of 506011 FOR STASILIfY... PROVIOE 18 AT 0.0. OR 65 REOUIREO FOR R161011Y Of 606011. DRYWALL 10 EX1EN0 10 AG0U51IGAL 6E11,166 A80VE. 3 5/8° WIDE 51RUG1URAL 516EL 516105 Af 18° 0.G. 5/8' GYPSUM S0ARO ON ALL EXP05E0 606E5, fYPIGAL. 51EEL A6656 ANGH0RE0 10 51U0 WITHIN PARTITION ANO 50666166 0601H Of 50ffif f0R 51A0ILIfY. PROVIDE Al 18 0.G. OR AS REOUIREO FOR RI &IOI1Y Of 506011. CORNER 0EA0 L16H1 FIXTURE AS SPEGIfIE0, SEE RE6LEGfE0 CEILING PLAN FOR MORE INfORMA1I0N. PARTITION WITH ONE 4° ANO ONE 6° METAL 5fU05. 3 .17 EXPIRED I N p L 4D W Uptime e1I the time. Architects & Engineers 2895 Century Parkway Suite Sight Hundred Atianta.Georgia 90.445 14041833-8908 Paz -7211 GODWIN ASSOCIATES °,w2mre arc = gray>u"a�. 9nn@1TRAI.PARCWY ® $0 02 ATNNTA.GPIJRGN 3l@B DESIGNED BY:SW /JGS/ SB /JP REVIEWER: JP JOB NO: i7,»>am n ECEII CITY R CF T PEWIT C 20256 A.7.8 ED ncwnla N iER S 5/8' GYPSUM 60AR0 ON ALL EXPOSER 5I0E5 $ 80110M Of CEILING SOff11 • 9 -0 A.f.f. SPEGIfIEO LIGHT FIXTURE. 5EE REFLEGTEO CEILING PLAN fOR MORE INFORMATION. CANTED PARTITION OEYONO SGA14:3 "_ ' -0" DETAIL @ OKYWAI-L- SO AT SPGIAL-TY WAIT TWO 3 5/8' 611)05 18' O.G. PARTITION WITH ONE 4" ANO ONE 6° METAL 51005. STEEL ANGLE ANGHORER WITHIN PARTITION ANO SPANNING DEPTH Of SOff I1 FOR 51A611..I1Y. PROVIDE a IN O.G. OR AS REOUIREO " Of SOff11. GORNER DEAR, TYPICAL 3 5/8" 51005 4? IS' O.G. 5/8' GYPSUM WAR, ON ALL EXPOSED 515E5 W000 8L0GKING A5 REMAKE() 8Q1LOM Of Gu I-I SA SOFF I t 8'-1 I /8° 595&15150 LIGHT FIXTURE. 5EE REFLEGfEO CEILING PLAN fOK MORE INFORMATION. 6° 511105 4? 18' O.G. 1 N F L O W Uptime all the time. Zcompany Architects h Engineers 2835 Century Parkway Suite Eight Hundred Atlanta.Ceorgia 30345 0041833-8098 Fax: 833 -7211 L1 DESIGNED BY:SW /JGS/ SB /JP REVIEWER: JP JOB NO: 20256 CITJ OFT �W�LA ,ERMIT C -JTEr GORNER BEAD, 1YPIGAL 801foM OF GEIL-IN& 50FF11 GORNER SEA0, 1YPIGAL 00ffOM OF CEILING 50FF11 ,w i r � � I 1 l 3 ° SGALE:3 “_1' -0° AcieMeledr%r Affil” SPECIFIED LI&H1 FIXTURE, 5EE REFLEGIEO GEILIN& PLAN FOR MORE INFORMATION SGALE:3 °.1 -0° I' -0 2' -0' r � . 1 OETA 1 @ OKYWAI.I. SOLE I T AT SENTAT I ON BOOM 1YPIGAL 4 7/8' 1HIGK PARTITION TWO 3 5/8" WIOE 51RUG1URAL 51E01. 611105 € 18° O.G. 5/9" GYP5UMSOAR9, tYPIGAL STEEL ANGLE ANCHORED 10 MD WITHIN PARTITION ANO SPANNING WIN Of SOffI1 FOR 51AbILIIY. PROVIDE Al 18' O.G. OR AS REQUIRED FOR RI6.i011Y OF SOffI1. SPEGIFIEO 1.I6H1 FIXTURE, SEE REFLEGIEO GEILINb PLAN FOR MORE INFORMATION DETAII. @ DRYWALL. 50 EXTENDIN& EKOM ONE 510E OF PAKTITION 2' -0° 10 -0° A.F.F. GANIIN6 PARTITION WITH THREE 3 5/8° METAL 51UD5 AND 5/8' GYPSUM 80AKO EACH 510E GROS6 BRAGIN6 AS REOUIREO IN PARTITION 51EEL ANGLE ANGHOREO f0 51U0 WITHIN PARTITION ANO SPANNING DEPTH Of 50FF11 FOR 5fAOILIfY. PROVIDE Al 18° O.G. OR A6 REQUIRED FOR R161011Y OF 6O fl f. 5/8 GYPSUM BOAR?, 1YPIGAL IWO 3 5/8 WIDE STRUCTURAL STEEL 61U05 18' O.G. D 20D6' 31 EXPIRED i Pal F L O W Architects & Engineers 2835 Century Parkway Suite Eight Hundred Atlanta.8eargia 811345 [4841833 -88 P e s :8 3 3 - 7 2 1 1 z i7; ASSOCIAV architechoe insairedesign 7000(ENLRALPARKWAY .,R1020 ATIAMA,GEORQA 770) 8044280 Upham an the time ( J LEI 0 % I- RECEIVE cm of Tu. °ERMIT CEN E DESIGNED BY:SW /JCS/ SB /JP REVIEWER: JP JOB N0: 20256 A7.10 to GORNERSEAO, 1YPIGAL 1 111111 11 1 111111(1 $ BOTTOM O GEILINb SOffljl 10'-Q° A SPECIFIED LI&H1 FIXTURES. SEE KEPLEGTEV GEILIN& PLAN FOR MORE INPORMAfION. 5/8' &YPSUM 8OARP, TYPICAL SGAL ° =1' - 0 ° r VARIES DETAIL @ CEILING IN 6REAK KOOM 8Qf1OM OF GEILIN& SOPfI1 SPECIfIEO LI&Hf FIXTURES. SEE REPLEGTEO GEILIN& PLAN fOR MORE INFORMATION. iii 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r J l VARIES 3 5/8' WIPE STRUCTURAL STEEL STUDS@ 18' O.G. STEEL ANbLE ANGHOREPfO STUD WITHIN PAKfI1ION ANO SPANNING. PEPfN Of 50fPlf FOR STABILITY. PROVIDE Al I8' o.G. OR A6 REOUIREP fOR KI &I01TY of SOfPif. TWO 3 5/8' WIPE 61KUGfURAL 61 € 18' O.G. 5/8' &YPEUM 8OAKP, TYPICAL TYPICAL 4 7/8° TNIGK PARTITION TWO 3 5/8° WIVE STRUCTURAL STEEL S1U0S @ 18' 0.G. 5/8' &YP5UMSOAR0, TYPICAL 000 / � � 7 E I :d F L C90 W Uptime all the time. Architects & Engineers 2635 Century Parkway Suite Eight Hundred Atlanta. Georgia 30345 (4041933 -9999 Fax :933-7211 ASSOCIATES RIS, CENIRALPARK% unR ATf 4N1'A,GFDRQA was mm DESIGNED BY:SW /JGS/ SB /JP REVIEWER: JP JOB NO: 20256 177 A 12 MAX 1 A7.12 4 A7.12 flETA i'L @ BOTTOM Of KAMP SGALE: I I /2" = I ' - 0 ° PEOESXAL �G GARPEI AS SCHEOULEO RAMP PANELS RAMP STRINGERS ALUMINUM RAMP 5N0E DETAIL @ PERIMETER WINDOW WALL SGA - 5:I I /2 " =I' -0" EXTERIOR WINDOW WALL TYPE "M' PARTITION FURRING AS KEOUIRE0 ASK KI9 ENERGY EAFIGIENGY RATING SGNEOULE0 SASE RA15E0 FLOOR WITH SGNEOULEO NIGH PRESSURE LAMINATE, SOS FINISH SGNEOULE ORAG 5EGURE 10 5-A5 ANO P60651AL STEEL 1UOE PEOESfAL AONESIVE FLOOR SLAG 2 Al. I2 12 MAX I PE0E51AIk DETAIL @'TOP OF KAMP SGALE71 1/2"-1 0 GARPEI AS SGNEOULEV RAI5E0 S-00R T11.E WITH GARPEI AS 5GHE0ULE0 RAMP PANELS RAMP STRINGERS 5fEEL TUOE PEDESTAL ADHESIVE fL00K 5I-A0 3 A7.12 200 EXPIRED I sias 05 N. DETAIL K I M“ K 'WALL OONO M ON 6GALE:1 i/2 ° =1 -0" 505E00140 WALL PARTITION SGNEOULEO SASE, 5EE FINISH PLAN RAI5E0 fLOOK WITH 5055001.E0 NIGH PRE55URE LAMINATE, INFLOW 51ANOARO ORAGE, 5EGURE 10 SLAG ANO PEOESlAL STEEL 105E 4 PEOESIAL AOHESIVE f)OOK 5LA0 wed 7900 @RMLPARKWAY SEM= ASSANM,CEOBGLI 39323 A7.12 CROFr 111. 3TXISopwkszork Ni 1 N F 1- 9 W Uptime all the time. 1 Architects & Engineers 2835 Century Parkway Suite Eight Hundred Atta 39345 [494789 -8998 Pas: 833-7211 GJ N c� 0 a , ERMIT CE. ER RECEIV:D CITY OF TU WILA DESIGNED BY:SW /JGS/ SB /JP REVIEWER: Jr JOB NO: 20256 C � EXIST. SNOKE VENT TO BE REMOVED AND ROOF OPENINC — — — — — — — — — TO BE FRAMED IN TO BE COVERED WITH SOLID MATERIAL. — — — — — — — — — - — — — R =ROOF ENTIRE ROOF — — — 3 311'-s. — — _ 24' -5" 2 24' , 24 -5" / / 24'-5" / 24' - 5' 2 24' -5" / / 24' -5" 24'-5" ! 24' -5" / 24'-5" 2 24 -5" 24' -5" , 24' -5" / ,, 2 / 2 ! 2 , 2 „O1 -,62 J I L L� =ROOF ENTIRE ROOF R = „9 -,6L 0 2 HEAD JAMB N SILL O DOOR DETAIL SCALE: 1 1/2 " =1 - 0 NEW CONC. INFILL 1/2" THRU - BOLT @ 24" 0.C. L 6x4x3/8" BEAR 8" BEYOND OPENING RATED SEALANT CONTIUOUS BOTH SIDE MINIMUM OF 1/2' JAMB ANCHOR - 3 PER JAMB RATED H.M. DOOR AND FRAME JAMB ANCHOR - 3 PER JAMB THRESHOLD SET IN MASTIC SILL 5/8" TYPE "X" GWB KRAFT FACED BATT INSUL. R -19 EXIST. 6" THICK PRECAST CONC. GALV. STL. STUDS @ 16" O.C. CAULK W/ BACKEROD- PAINT TO MATCH EXIST. CONDITION INFILL W/CONC. 5/8" TYPE "X" GWB SEALANT INFILL W/CONC. CAULK W/ BACKEROD- PAINT TO MATCH EXIST. CONDITION INFILL DETAIL @ DOOR EXISTING SECTION @ ROOF SCALE: 1 1/2 " =1' -0" D2JJOY3/ BREAK MTL. COVER 3/4" P.T. PLYWOOD 3/4" P.T. PLYWOOD UNDER LAYMENT 2x4'5 @l6" O.C. 2x4 FRAME INSIDE 4'x8' OPENING 0 3' -8" WIDE x 12" THK. CONC FTG - W/ (3) #4's CONT. FIORE TOP AND BOTTOM O 8" UNIT MASONRY W/ #5'5 @ 16 " O.C. FULL HEIGHT, SOLID GROUT ALL VOIDS 3 8 BOND BEAM W/2 #4'5 CONT., HORIZ., AT 4' -0" VERTICAL AND AT TOP. 12' -0" % 11 - 4111 �i l 11 l 1 1 l li l 1 1 l 11 l 1 1 l 11 l 1 1 l it l 1 1 l 1 � �I =111 — III —III III —III I C I —I III= III— '1= 'll= lil =li! / /Illllilllllilllllillllllllll 1111L-1111 r=t I�ICI a Q e ICI �I —II— ° . 1= -III— =-111-1-71 -1'-6" -11 1= III — III — iii —� I I— III — III -- III — III — III —i I i- -1 — -1 11 =11E111_ 1 11 =1 11 =1 11 =1 i 1 =1 11 =1 11 =1 i I -1 1 •Iii —I 11 =1 11 =11 I- 111 -11 I =111 =1 ! 1= 111 =111 -1 1 =111 =' I =1 I i 11,1L-7-111-7 SCREEN WALL SECTION SCALE: 1 " =1 - 0" 16 0 16 32 SCALE: 1/16" = 1 - 0" 1 0 1 2 SCALE: 1" = 1 -0" 1 0 1 S CALE: 1 1/2" = 1 -0" I N F L O W Uptime all the time. 1 938 Bannock Street Suite Three Hundred Denver, Colorado 80296 I 3 - 3 2 7 5 -2003 I COMM 11 Architects & Engineers 263E Century Parkway Suite Bight Hundred ALanta. Gor - 89 9 S (40. 633 -99 B Fax > 6 3 3 - 7 2 1 1 r) S O DESIGNED BY: DLH REVIEWER: l,A�ly JOB NO: 20256 DRAWING IS HALF SCALE IF Fr 36” MIN. 5PLICE CV O \ VAV /' r .V . AVA W WA VA .. % /r /. • 4.4 EXISTING HOLLOW CMU WALL TO MATCH USED METAL EXT. DOORS AHU CONDENSER PR. 6' -0 ° x12 . - 0 ° DOORS SCALE: 1/16 =1 - 0 ° O ELSEWHERE IN BUSINESS CENTER CMU WALL TO MATCH USED ELSEWHERE IN BUSINESS CENTER NORTH ELEVATION CONDENSER PROPOSED GENERATOR LOCATION \\/ PARTIAL - EAST ELEVATION SCALE: 3/ 1 =1 -0" • • ■ II ■ ■ ■ ■ • ■ FINISH TO MATCH EXISTING CONCRETE INFILL OF DOCK DOORS WEST ELEVATION EXISTING CLOSURE SYSTEM TO BE CLEANED (PRESSURE WASHED) AND INSPECTED FOR TOUCH UP PAINTING ANODIZED ALUMINUM WINDOW FRAME W /1° INSULATED GLAZING (SAFETY GLASS) PR. 6' - 0"x12' -0 DOORS 17 CMU WALL TO MATCH USED ELSEWHERE IN BUSINESS CENTER SOUTH ELEVATION EXISTING HOLLOW METAL EXT. DOOR EXISTING OVERHEAD DOCK DOOR SCALE: 1 / 16 " =1' - 0" PROPOSED SIGNAGE PAINTED TILT - UP CONCRETE REVEALS CONDENSER 4 0 4 8 12 SCALE: 3/16" = 1'-0" 16 0 16 32 SCALE: 1/16" = 1' -0 N F L O W 938 Bannock Street Suite Three Hundred [Hower. Colorado 80204 (303,942-3275 Fax. 942-2803 — LJc Architects & Engineers 2635 Gentry Parkway Suite Eight Hundred Atlanta, Georgia 30245 H00633 -8998 Fix , 6 3 3 - 7 2 1 1 0 O 0 0 Uptime all the time. DESIGNED BY: DLit REVIEWER: IS JOB NO: 20256 RECE�VEC RY OF TUY.WIUI ERM1T CENTER ARM00016 rmd 11/07/00 SEATTLE, WA INFLOW FACILITY REVISIONS PROGRESS SET 90% PROGRESS SET MATCH LINE - SEE SWEET 51.5 19:36:47 rmd T: \Dm \ARM00016 \ Eng \Arm 16s 10.dwg MCH. FRAMING PLAN - NORTH OA ' m `t r � cs.) k 120' -O° DRAWING IS HALF SCALE IF 11" x 17" 00 0 -a -i n z z z m m x [ N N (P R " O O tN, O 1 � r H ol o m 1 E gg MATCH LINE - SEE SHEET 51.5 ® ®�®®® 000 P O v O 2 "6 O m N ARM00016 rmd 11/07/00 19:36:23 rmd T: \Dm \ARM00016 \Eng \Arm16s11.dwg MCI ■ \lIl MATCH LINE - SEE SHEET SI.4 Z ni 11 e 0 SEATTLE, WA INFLOW FACILITY M�CH.,,STRUT FRAMING PLAN — SOUTH N g m � O � � �m y O 0 m 120' -0" 0 DRAWING IS HALF SCALE IF 11" x 17" 0 0 MATCH LINE - SEE SHEET 51.4 <I> 0® 0 00000 000 g q o m n .11 o ,li g -- o N . 0, d A x s N % E M m O NO. DATE 10/25/00 11/08/00 REVISIONS PROGRESS SET 90% PROGRESS SET bG 0 0 m N 24' -6" ( 24' -6" PLAN NORTH SCALE: I/8" = I'-O" O O O 24' -6" 24' -6" 24' -6" IROOF FROM f NCI FLAN - NORT 24' -6" 24' -6" 318' -6" KEYNOTES O EXIST. PLYWOOD SHEATHING = 19/32" AT GRID®TO GRID 20 0 ADD IOd NAILS AT 6" O.G. TO ALL PANEL EDGES 0 ( 3 1 EXIST. PLYWOOD ADJACENT TO WALL CONSTRUCTED w/1001 AT 4" �/ O.C. ALL EDGES AT GRID OA 4 O EXIST. 3x6 AT 48" O.C. AT LTT2OB STROP LOCATIONS TYP. AT GRID ® 4 OE O EXIST. I/2" C.6.8 BETWEEN GRIDS 0 TO 13 O EXIST. 2x6 D.F.L. •2 w/F26N HANGERS AT 24" O.C. O EXIST. 2 IR" x 16 I/2' GLB AT 8' -0 O EDGES STAGGERED AS SHOWN 0 EXIST. PURLIN 106 4" O/C 10 4" STANDARD PIPE SEE DETAIL 2/53.3 11 FIRST EXIST. G.L. PURLIN LOCATED AT 8' -O I /8" FROM WALL TYPICAL AT GRIDS ® O E 12 EXIST. HDBA TIE AT 16' -O" O.C. AT GRID 20 13 C 8x13.15 14 EXIST. RTU LUT :15011AX 15 REMOVE EXIST. SKYLIGHT: 2 2x6 EA SIDE (TYP.) INFILL w/2x6'6 AT 24" O/C AND 1/2" PLYWOOD 0 EXIST. (2) 2x6 PI EXIST. ROOF HATCH RE: ARCH IS EXIST. 4x6 LEDGER 19 EXIST. 4x12 LEDGER 20 EXIST. 44' HANGER 21 EXIST. RAINLEADER FROM ROOF DRAIN 22 AIR HANDLER RE: ARCH 23 TS 4x4xI/4 BELOW CONDENSER UNITS TYPICAL a EXIST. 5 I/8 x 31 1/2 GLB O EXIST. 5 1/8 x 25 I/2 GLB 0 EXIST. 5 1/8 x 22 1/2 GLB O 4 EXIST 3 I/8 x 16 1/2 GLB 0 5 5 1/8 x 31 1/2 GLB 0 6 51/8 x24 GLB NOTES: I) 2 1/2x16 1/2 24 FV4 PURLMS AT 8' -O 1/8" O /C. EXPIRED 2) NOTE 19/32" PLYWOOD SHEATHING BETWEEN GRIDSOTOO AND GRIDS 0 TO (3 3) PRIOR TO ANY ROOF WORK: A) ENSURE THAT ROOF PENETRATIONS ARE CLEAR OF ALL EXISTING STRUCTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS. b) CONTRACTOR SHALL COORDINATE WITH THE BUILDING OWNER AND ROOFING MANUFACTURER THAT ALL METHODS OF SEALING PENETRATIONS, INSTALLATION OF EQUIPMENT, AND OTHER ROOF WORK IS FER ROOFING MANUFACTURERER'S RECOMMENDATIONS AND WILL NOT VOID ANY WARRANTIES. c) INSTALLATION OF ANY ROOFING MATERIALS SHALL BE APPROVED BY BUILDING OWNER u-- 1 N F L O W UpUme all the time. MOND company Architects & Engineers 2635 Century Parkway Suite Eight Hundred Atlanta, Georgia 30345 (4 0 4) 6 33— 8998 F a x: 633— 7 2 1 1 tr, co o o� we, a INC DESIGNED BY: RMD REVIEWER: PASO JOB NO: 20256 E O 318' -6" 24' -6" 24' -6" 24'-6" 24' -6" SCALE: VW L. ILO" 24' -6" 24' -6" PLAN Nfolk, IROOF FIRAMIN G FLAN ® SOUTH H 24' -6" O O O O 0 rl O z-- KEYNOTES 0 ADD IOd NAILS AT 6" O.C. TO ALL PANEL EDGES 0 2 EXIST. PLYWOOD SHEATHING = 19/32" AT GRID 13 TO GRID 14 0 3 EXIST. PLYWOOD ADJACENT TO WALL CONSTRUCTED w/104 AT 4" O.G. ALL EDGES AT GRID ® t QE EXIST. 3x6 AT 48" O.C. AT LTT2OB STRAP LOCATIONS TYP. AT GRID 0A i E0 O EXIST. I/2" 0.5.8 BETWEEN GRIDS 02 TO 13 O EXIST. 2x5 D.F.L. •2 w/F26N HANGERS AT 24" O.G. O EXIST. 2 I/2" x 18 1!1' GLB AT 8' -0 I/8" 0.G. O O EDGES STAGGERED AS SHOWN O EXIST. FURL IN IOd ® 4" 0/C 10 4" STANDARD PIPE SEE DETAIL 2/53.3 I I FIRST EXIST. G.L. PURLIN LOCATED AT 8' -0 1/8" FROM WALL TYPICAL AT GRIDS A0 1 EQ 12 C 8x13.15 13 EXIST. 5054 TIE AT 16' -0" O.G. AT GRID Q ® EXIST. RTU WT: 150TMAX 15 REMOVE EXIST. SKYLIGHT: 2 2x6 EA SIDE (TYP.) INFILL w2x6's AT 24" 0/C AND 12" PLYWOOD 16 NOT USED 0 NOT USED IS EXIST. 4x6 LEDGER 19 EXIST. 4x12 LEDGER 20 NOT USED 21 EXIST. RAINLEADER FROM ROOF DRAIN 22 CANTILEVER CHANNEL DO NOT SPLICE AT THIS LOCATION 23 TS 4x4xI /4 BELOW CONDENSER UNITS TYPICAL EXIST. 5 1/8 x 31 12 GLB c : - EXIST. 5 1/8 x 25 12 GLB 0 3 EXIST. 5 I/8 x 22 12 GLB O EXIST 3 I/8 x IS 12 GLB 0 5 5 1/8 x 31 I2 GLB 0 6 5 I/8 x 24 GLB NOTES: I) USE 2 1/2x16 1/2 24 FV4 PURL INS 8' - I/8" 0 /C. EXPIRED 2) NOTE 15/32" PLYWOOD SHEATHING BETWEEN GRIDSQTO02 AND GRIDS 13 TO ( 3) PRIOR TO ANY ROOF WORK: A) ENSURE THAT ROOF PENETRATIONS ARE CLEAR OF ALL EXISTING STRUCTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS. b) CONTRACTOR SHALL COORDINATE WITH THE BUILDING OWNER AND ROOFING MANUFACTURER THAT ALL METHODS OF SEALING PENETRATIONS, INSTALLATION OF EQUIPMENT, AND OTHER ROOF WORK IS PER ROOFING MANUFACTURERER'S RECOMMENDATIONS AND WILL NOT VOID ANY WARRANTIES. c) INSTALLATION OF ANY ROOFING MATERIALS SHALL BE APPROVED BY BUILDING OWNER 00 - 317 1 I N F L O W Uptime all the time. 1 30parny Architects & Engineers 2635 Century Parkway Suite Eight Hundred Atlanta, Georgia 30345 (4 0 4) 633- 8998 F a x: 6 3 3- 7 2 1 1 a 0 O I EXPIRES 08/27/81 INC. Z H- 0 (f) z 0 0 U- LL 0 � R ECEIVED ' OF TUK l °ERMIT CENT V DESIGNED BY: RMD REVIEWER: PASO JOB NO: 20256 . I I 1 1 / ;(!r,- -sv \ \ // / " .T\ `, V � 0 77/ 7% --- _ --, \ , \, \ \+ (i1( Q .- \ w v `, 1I I I: i i i L ,'i�, i ij! I it , \� i � j / I i1 I % ` ,i I i i o ,oi I I I E = ( I F 4 O SCALE: 3/4" = I' -O" E IDETA L "4 BARS AT 12" O.C. EACH WAY O 'i'F. DOCK EDOO INFIX_ NoT To 9cALE EEA' TO COLA SCALE: I I2" = 1' -0" CONNECTION DETAIL KEYNOTES 0 CENTERLINE OF EXIST. GLIB BELOW CD COLUMN EASE PLATE SEE DETAIL 2/3.3 0 C 8x13.15 SUPPORT FRAME O TS 4x4x1/4 SUPPORT SEAM BELOW CONDENSER UNIT O CONDENSER UNIT VERIFY SIZE WITH MANUFACTURE O 1/4" CAP PLATE O 4" 0 STANDARD PIPE O I/4" GUSSET PLATE O I /4 "x5 "x0' -10" STEEL BASE PLATE w/9/16 "0 HOLES FOR 1/2 "0 x 4" LAG BOLTS PRE -DRILL NO LARGER THAN 5/16"0 10 EXIST. PLYWOOD ROOF SHEATHING 0 EXIST. 5 I /8" x IS 1/2" GLUE -LAM PURLIN 0 EXIST. 5 S8" x 31 12" GLUE -LAM BEAM 13 EXIST. 3/4" BENT PLATE 14 EXIST. TS 6 "x6 "x1/4" STEEL COLUMN 15 5 I/8" x 24" GLUE -LAM BEAM 16 I /4 "x5 "x1' -5" STEEL PLATE w /(2) 13/16 "0 HOLES FOR 3/4"0 BOLTS BOTH SIDES OF COLUMN 17 L4x4x1 /4 x O' -1" w /(2) 1/4" GUSSET PLATES 18 L4x4x1 /4 x O' -4" 19 3/4 "42 "x3' -O" STEEL MOUNTING PLATE w/13116 "0 HOLES FOR 3/4 "0 EXPANSION BOLTS 20 5 I/8" x 31 12" GLUE -LAM BEAM 0 1/4" BENT PLATE BEAM MOUNT D 00 3 l 7 E QL I F ENT SUFFORT F1RAV 0 FQST CONNECTION DETAIL EXPIRED 7 1; MIN BM. Ma. rimrA WA Kam. m A 0 w:: WA Ma SI V I I/2 12' I/4 5E4' TO WALL CONNECTION DETAIL SCALE: 112" . 1' -0" s I N F L O W Uptime 0 the time. 7com parry Architects & Engineers 2635 Century Parkway state Eight Hundred Atlanta, Georgia 30345 (40 4) 6 3 3 — 8 9 9 8 F a% : 6 3 3 — 7 2 1 1 UN rn DESIGNED 8Y: RMD REVIEWER: PASO JOB NO: 20256 DRAWING IS HALF SCALE IF 1 O W4 3/4" = L '• EXPANSION JOINT SCALE: O T I 3 . W4L_ COIRNER SCALE: OL-IF O FOS SCALE: I I/2" = 1-0" _ III —I I t— III — II — III — III I I —II � I —I i I —I � I —I 11 =1 I I I I I I � 1 =1 I I III — III — I I =111- 111- 111- 111 -111 — I I —I (I —I = I1 III — III — Iii —i i iTl i I —ii i —i i — i I i i— I —I -11 k ° — I —111 -111 -1 e = -111 = 1 - 111_ —111 —I I -1 ° • I —I —I 1 I— I II — III — III — III — III —I f 7 — 1I 1 =1 1 =1 1 =1 I- 111= 111 -111 111 -111 =1 I 11 =1 1-111-111- 111 - 111-111=11 H I 1- 111 -11- 3' -8" N SLFFORT =R4 E CONNECTION DETAIL KEYNOTES 0 3' -8" WIDE x 12" NICK CONCRETE FOOTING w/(3)'4 BARS CONTINUOUS HORIZONTAL TOP AND BOTTOM O 8" CONCRETE MASONRY UNIT w/*6 BARS AT 16" O.G. FULL HEIGHT SOLID GROUT ALL VOIDS O 8" BOND BEAM w /(2) •4 BARS CONTINUOUS HORIZONTALLY AT 4' -0" VERTICALLY FROM BASE AND AT TOP OF WALL O FLANGED NEOPRENE CONTROL JOINT APPLIED VERTICALLY w/CAULKING SEALANT EACH SIDE OF NEOPRENE AND EACH SIDE OF WALL O PROVIDE (I) 11 4 BAR EACH SIDE OF JOINT O DISCONTINUE HORIZONTAL BARS AT JOINT O (I) 5/8" SMOOTH ROD AT 24' O.G. VERTICALLY FULL HEIGHT OF JOINT 0 8 CORNER BARS MAY BE USED INSTEAD OF BENDING HORIZONTAL BARS 0 8 0 6 BARS w/18" HOOKS ALTEWATE LEGS 02,04(Y 3(7 EXPIRED I SOripany Architects & Engineers 2635 Century Parkway Suite Eight Hundred Atlanta, Georgia 30345 (4 0 4) 6 3 3 — 8 9 9 6 F a x: 633 — ] 2 1 1 c I ICI C w I1J REC EIVE TU , F.RMIT CEN EP DESIGNED BY RMD REMEWER: PALO JOB NO: 20256 LA GE REQUIREMENTS I. THE CONTRACTOR SHALL VERIFY ALL HELD DIMENSIONS, EXISTING CONDriloNS, AND NOTED ASSUMPTIONS. ANY DEVIATIONS SHALL BE COORDINATED WITH THE ENGINEER OF NOTE PRIOR TO PROCEEDING WITH THE RELATED WORK CONCERNING THE DEVIATION, 2. THE 1991 UNIFORM BUILDING CODE WAS USED IN PREPARING THESE DESIGN DOCUMENTS. ALL CONSTRUCTION SHALL CONFORM TO THIS CODE. 3. ASSUMED LOADING: A. SEISMIC W. WIND C. ROOF D. SOILS ZONE: 3 SOIL TYPE: S D OCCUPANCY CLASSIFICATION: STANDARD WIND SPEED: 80 mph EXPOSURE: C ROOF LIVE LOAD: DEAD LOAD: TOTAL ROOF LOAD: BEARING CAPACITY: UNIT WEIGHT: ACTIVE PRESSURE: PASSIVE PRESSURE: FROST DEPTH: 4. ALL DIMENSIONS TO TAKE PRECEDENCE OVER THE SCALE SHOWN ON THE PLANS, ELEVATIONS, SECTIONS, AND DETAILS. 25 psf (LL) 12 psf (DL) 31 per 2500 psf 120 pcf 35 pcf 250 pcf IS In. 5. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY CO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL BRACING, SHORING, AND ALL OTHER NECESSARY METHODS REQUIRED TO COMPLETE CONSTRUCTION. 6. PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE AND SAFETY OF WORKMEN DURING CONSTRUCTION. COMPLY WITH ALL APPLICABLE REQUIREMENTS OF OSHA AND OTHER GOVERNING BODIES HAYING JURISDICTION AT THE SITE. 1. COORDINATE WITH THE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS AND VERIFY THE LOCATION OF ALL CHASES, INSERTS, OPENINGS AND OTHER PROJECT REQUIREMENTS. STEEL CODES AND REFERENCES I. AISC MANUAL OF STEEL CONSTRUCTION (WED) NINTH EDITION 2. AMERICAN WELDING SOCIETY DI.I, STRUCTURAL WELDING SPECIFICATIONS CRITERIA DESIGN STRESS: I. ALL SHAPES, PLATES, WARS (ASTM Aso) 2. STEEL PIPE AND STRUCTURAL TUBING (ASTM A500) 3. LIGHT GAGE METAL FRAMING (ASTM A446 GRADE A) STEEL CONSTRUCTION NOTES: I. SUBMIT COMPLETE SHOP AND ERECTION DIAGRAMS THAT IDENTIFY ALL MATERIALS, CUTS, COPES, CONNECTION, HOLES, THREADED FASTENERS, AND WELDS (BOTH SHOP AND FIELD) 2. SUBMIT MILL TEST REPORTS FOR ALL STRUCTURAL STEEL. 3. STORE ALL STRUCTURAL STEEL MEMBERS AT THE SITE ABOVE GROUND ON PLATFORMS, SKIDS, OR OTHER APPROVED SUPPORTS. PROTECT STEEL FROM CORROSION. STORE IN A WEATHER TIGHT AND DRY PLACE. 4. ALL THREADED FASTENERS SHALL BE ASTM 325, GRADE A, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 5. ALL WELDS SHALL BE MADE USING E10XX ELECTRODES. 6. A SPECIAL INSPECTOR IS REQUIRED TO REVIEW THE WELDS MADE IN THE FIELD. 1. A SPECIAL INSPECTOR IS REQUIRED TO REVIEW ALL HIGH STRENGTH BOLTING. Fy =50000 PSI Fy =46,000 PSI Fy =33000 PSI SOILS AND FOUNDATION REPORT I. DESIGN COMPLIANCE HAS SEEN IN ACCORDANCE WITH THE RECOMMENDATIONS MADE WITHIN THE FOLLOWING SOILS REPORT PREPARED BY GEO ENGINEERS: GEOTECHNICAL ENGINEERING REPORT INFLOW OFFICE BUILDING, TUKWILA, WASHINGTON 11521 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 2. ADDITIONAL GEOTECHNICAL INFORMATION IS AVAILABLE IN THE FOLLOWING REPORT: GEOTECHNICAL ENGINEERING REPORT INFLOW OFFICE BUILDING, TUKWILA, WASHINGTON 11521 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 3. THE CONTRACTOR IS RESPONSIBLE TO REVIEW THIS REPORT IN ITS ENTIRETY AND ADHERE TO ALL RECOMMENDATIONS WITHIN. FOOTING DESIGN CRITERIA: I. MAXIMUM ALLOWABLE SOIL BEARING PRESSURE (I3 rci INCREASE FOR WIND OR SEISMIC) 3 FOOTING AND SLAB CONSTRUCTION NOTES: I. ALL LOOSE AND DISTURBED SOIL SHALL BE REMOVED PRIOR TO PLACING CONCRETE. 2. THE BOTTOM OF THE FOOTINGS SHALL BE A MINIMUM OF 18" BELOW GRADE. 3. THE FOOTING- FOUNDATIONS SHALL BEAR ON EITHER COMPACTED STRUCTURAL FILL OR UNDISTURBED NATIVE SOILS. 4. ALL CONCRETE SLABS SHOULD BE CONSTRUCTED ON SURFACES WHICH HAVE BEEN PREPARED AS OUTLINED IN THE SOILS REPORT. 5. CONCRETE SLABS SHOULD BE UNDERLAIN BY AT LEAST 6 INCHES OF CAPILLARY BREAK MATERIAL SUCH AS A FREE DRAINING, CLEAN DRAIN ROCK OR A 3/8 INCH PEA GRAVEL. AN IMPERMEABLE MEMBRANE SHOULD BE PLACED OVER THE CAPILLARY BREAK MATERIAL. THE MEMBRANE SHOULD BE A HIGH QUALITY POLYMER WHICH IS RESISTANT TO PUNCTURE DURING SLAB CONSTRUCTION. THE MEMBRANE AND THE SLAB SHOULD BE SEPARATED BY AT LEAST 2 INCHES OF SAND. A. THE SOILS ENGINEER SHALL REVIEW THESE PLANS TO VERIFY THAT THEY FOLLOW THEIR RECOMMENDATIONS. 1. THE SOILS ENGINEER SHALL REVIEW THE EXCAVATION PRIOR TO PLACING ANY STRUCTURAL CONCRETE. S. REFER TO SOILS REPORT FOR ALL OTHER INFORMATION. 9. SEE MECHANICAL DRAWINGS FOR UNDER SLAB PIPING. MASONRY CODES AND REFERENCES: I. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530 -88 /ASCE 5 -SW) 2. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) 3. REINFORCED MASONRY- ENGINEERING HANDBOOK - lth EDITION 4. CONCRETE REINFORCING STEEL INSTITUTE MASONRY CONSTRUCTION NOTES: I. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C -90, N. TTt'E I, AND HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 1500 pet ON THE NET SECTION. 2. MORTAR SHALL COMPLY WITH ASTM C 210, TYPE M. WITH A MINIMUM COMPRESSIVE STRENGTH 1500 psi AT 2S DAYS. THE MORTAR SHALL BE COLORED TO MATCH MASONRY UNIT FINISH UNLESS NOTED OTHERWISE. 3. GROUT MIX SHALL COMPLY WITH ASTM C 416 AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 pH. GROUT SHALL HAVE A SLUMP OF 8" TO 10 ". 4. ALL MORTAR JOINTS SHALL WE 3/8" THICK AND STRUCK FLUSH AND RAKED OR TOOLED TO A DENSE SURFACE. THE SURFACE OF THE WALL SHALL BE KEPT CLEAN AND KEP4T CLEAN OF MORTAR SPLOTCHES. 5. ALL CELLS SHALL WE FILLED SOLIDLY WITH GROUT. PROVIDE A CLEAN - OUT AT THE BOTTOM OF EACH CELL TO REMOVE ALL DEBRIS. 6. MASONRY WORK SHALL WE KEPT MOIST BY A FINE WATER SPRAY FOR A PERIOD OF FIVE DAYS INCLUDING WEEKENDS AND HOLIDAYS TO PREVENT RAPID DRYING. WALLS SHALL NOT BE SATURATED. 1. REINFORCING SHALL CONFORM TO A51M 615 GRADE 60. (SEE CONCRETE NOTES FOR LAP SPLICES. 2500 PSF CONCRETE AND REINFORCING STEEL CODES AND REFERENCES: I. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE: ACI- 318 -99 2. SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS: ACI- 30I -89 3. GUIDE FOR CONCRETE FLOOR AND SLAW CONSTRUCTION: ACI- 302.1R-89 4. CONCRETE REINFORCING STEEL INSTITUTE HANDBOOK CRITERIA DESIGN STRESS: I. STRUCTURAL CONCRETE STRENGTH (28 DAY) A. SPECIAL INSPECTION ALONG WITH CYLINDER TESTS IS REQUIRED PER SEC 1101.5. THIS USUALLY CONSISTS OF CASTING FOUR CYLINDERS EACH DAY STRUCTURAL CONCRETE IS PLACED. ONE CYLINDER SHALL BE TESTED AFTER 1 DAYS. TWO SHALL BE TESTED AFTER 28 DAYS. ONE SHALL BE STORED AND TESTED IF NECESSARY. B. A SPECIAL INSPECTION IS NOT REQUIRED FOR THE CONCRETE PLACED FOR THE SIDEWALKS. 2. REINFORCING STEEL A. 3 AND SMALLER (ASTM A615, GRADE 40) B. 0 4 AND SMALLER (ASTM A615, GRADE SO) C. ALL BEAM STIRRUPS, COLUMN TIES, AND BARS WHICH REQUIRE WELDING 3. MAKE HORIZONTAL BARS CONTINUOUS AROUND CORNERS OR PROVIDE CORNER BARS. CEMENT - TYPE 2 CONCRETE CONSTRUCTION NOTES L PROVIDE COVER FOR REINFORCING AS SPECIFIED IN ACI- 318-99, SECTION 1.1.1 AS FOLLOWED A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH B. CONCRETE EXPOSED TO EARTH AND WEATHER 11 5 THROUGH MS 1 5 BAR W31 OR 031 WIRE, AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS "II BAR AND SMALLER BEAMS, COLUMNS PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 2. WHERE SPLICES IN REINFORCING ARE REQUIRED, THEY SHALL BE LAPPED AND STAGGERED SUCH THAT NO MORE THAN ONE -HALF OF THE BARS ARE LAP SPLICED WITHIN A REQUIRED LAP LENGTH. THESE SHALL MEET THE REQUIREMENTS OF A CLASS "B" SPLICE, GRADE 60 AND WE AS FOLLOWS: 3 THROUGH 11 5 3. SUBMIT SHOP DRAWINGS SHOWING REINFORCING DETAILS, INCLUDING STEEL SIZES, SPACING, AND PLACEMENT TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. 4. CHAMFER ALL EXPOSED EDGES 3/4" UNLESS NOTED OTHERWISE. EXPIRED 3000 pet Fy= 40,000 pat Fy= 60,000 pet Fy= 40,000 pet 3 IN. I -1/2 IN. USE 35" 1)2,0400 I N F L O W UpSme all We time. 7compaliy Architects & Engineers 21335 Century Parkway Suite Eight Hundred Atlanta, Georgia 30345 (4 0 4) 6 3 3- 8 9 9 8 F a x: 633- 7 2 1 1 DESIGNED BY: RED REVIEWER: PABO JOB No: 20256 d 0 IT CENTER Date Plotted:08—NOV-2000 o y F L a w iptime au the time. SYMBOLS (ALL SYMBOLS SHOWN ARE NOT NECESSARILY USED ON THE DRAWINGS) DUCT (DUCTWORK) PIPING SYMBOLS ABBREVIATIONS MISCELLANEOUS SUPPLY AIR DIFFUSER ARROWS INDICATE AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT ALUM. ALUMINUM ARCH ARCHITECTURAL BTU BRITISH THERMAL UNIT CFM CUBIC FEET PER MINUTE CRAC COMPUTER ROOM AIR CONDITIONING UNIT DC DRY COOLER DP DIFFERENTIAL PRESSURE E.A.T. ENTERING AIR TEMPERATURE EXTERNAL STATIC PRESSURE E.S.P. EF EXHAUST FAN EFF EFFECTIVE .. EWH ELECTRIC WALL HEATER FCO FLOOR CLEANOUT FLA FULL LOAD AMPS FD FIRE DAMPER FPM FEET PER MINUTE GPM GALLONS PER MINUTE G.C. GENERAL CONTRACTOR HP HORSEPOWER HR HOUR IN INCH IPS INTERNAL PUMP SIZE KW POUNDS MDF MAIN DISTRIBUTION FRAME MIN MINIMUM N0. NUMBER PC PUMPED CONDENSATE PH PENTHOUSE PSI POUNDS PER SQUARE INCH P/T PRESSURE /TEMPERATURE RAF RAISED ACCESS FLOOR SCR SILICON CONTROL RECTIFIER SENS. SENSIBLE SF SUPPLY FAN SL STATIC LOUVER S.S. STAINLESS STEEL STL STEEL THK THICK TYP TYPICAL VTR VENT THROUGH ROOF W/ WITH O THERMOSTAT H HUMIDISTAT O T TEMPERATURE SENSOR H HUMIDITY SENSOR FO FIRESTAT O DUCT SMOKE DETECTOR. 7" PNEUMATIC TUBING OR CONTROL WIRING OA DRAWING Sui: Three Hundred C303,942-3275 i , 942-2603 — " PATTERN. NO PATTERN SHOWN EQUALS 4 -WAY. RETURN AIR DEVICE O ELBOW UP 1 II ELBOW DOWN DIRECTION OF FLOW company Architects & Engineers .- EXHAUST DEVICE DIRECTION OF SLOPE DOWN Y 12 0 ROUND DUCT, DIAMETER INDICATED IN INCHES. I� CONCENTRIC REDUCER n site Century Parkway Atlanta, aao.sia.845 (404,633-8095 r ... 6 s s - 2 , , ECCENTRIC REDUCER 20x12 RECTANGULAR DUCT. SIZE INDICATED IN INCHES, 0 TEE OUTLET UP FIRST NUMBER IS SIDE SHOWN. NOTE REFERENCE BBB HVAC TERMINAL UNIT REFERENCE. "A' . DENOTES O CCC TYPE, "BBB' DENOTES CFM, "CCC" DENOTES ,I HEATING GPM WHERE APPLICABLE 4 ROUND $ OVAL OR FLAT OVAL REVISIONS NOUOf12116N00 80A 03(1661 136 95321902M .. TEE OUTLET DOWN DASHED LINES INDICATE 2" ACOUSTICAL LINER �� / FLEXIBLE DUCT i I UNION X PIPE ANCHOR / r,„1 SUPPLY OR OUTSIDE AIR DUCT 1/1 RETURN AIR DUCT. L,,<1 RELIEF OR EXHAUST AIR DUCT. DIFFUSER /GRILLE LABEL• I I EXPANSION JOINT I I STRAINER WITH SLOWDOWN VALVE ' HVAC DESIGN CRITERIA —CC GATE VALVE INFLOW - TUKWILA, WASHINGTON ® BALL VALVE --- 12:1 FLOW REGULATOR OR FLOW MEASURING DEVICE F DESIGN CONDITIONS FROM ASHRAE FUNDAMENTALS 1997 CD -A 12X1 200 i==10 TYPE /DESIGNATION - NECK SIZE (INCHES) - AIRFLOW (CFM) 90 DEGREE DUCT ELBOW. LOCATION: ELEVATION: 69 LATITUDE: 78 31V0 10/25/00 11/06/00 --1' OS &Y VALVE CHECK VALVE WINTER: 26 DRY BULB (99% - 2') SUMMER: 87 DRY BULB (0.4% + 2 °) 92 DRY BULB (MEDIAN OF ANNUAL EXTREME) ! o RADIUS DUCT ELBOW ROUND OR RECTANGULAR. RECTANGULAR DUCT BRANCH TAKE OFF WITH 45 DEGREE BRANCH INLET. ,4--;' FLARED SPIN -IN WITH DAMPER AND FLEX DUCT (DIFFUSER CONNECTION). ROUND DUCT BRANCH TAKE -OFF FROM RECTANGULAR MAIN WITH CONICAL TAP. �3 DUCT SIZE TRANSITION. BUTTERFLY VALVE 3 WAY SELF OPERATING VALVE 2 WAY SELF OPERATING VALVE PRESSURE /TEMPERATURE TAP WITH BALL VALVE INSIDE DESIGN CONDITIONS EQUIPMENT ROOMS: ] CAP ON END LINE FS FLOW SWITCH Q SUMMER: 72'F ±2T, 45% RH, ± 10% RH G NOTES: $o,. ,,,,i ro /// � vo 9 F�sTEaE ° e gss o'' EZMirliralnimm PS Y PRESSURE SWITCH , PLUG VALVE MANUAL AIR VENT AUTOMATIC AIR VENT 1. WORK TO BE PROVIDED INCLUDES FURNISHING, DELIVERING, UNLOADING, HANDLING, ERECTING, ADJUSTING AND TESTING OF MATERIALS AND EQUIPMENT WHICH ARE REQUIRE D FOR MECHANICAL SYSTEM, COMPLETE IN ALL RESPECTS. 2, DRAWINGS ARE DIAGRAMMATIC AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE INSI IN SUCH A MANNER AS TO CONFORM TO STRUCTURE, ALLATION OBSTRUCTIONS, PRESERVE HEADROOM AND MAINTENANCE ACCESS AND KEEP OPENINGS AND PASSAGEWAYS CLEAR, 3. COMPLETED WORK SHALL BE IN PROPER WORKING AND CLEAN. LEAVE PREMISES IN PRESENTABLE CC FREE OF SURPLUS MATERIALS AND DEBRIS. 4. PROVIDE ONLY NEW, FIRST GRADE EQUIPMENT AND MATERIALS WHICH COMPLY WITH REQUIREMENTS OF SPECIFICATIONS AND APPLICABLE STANDARDS. SIMILAR ITEMS OF MATERIAL AND EQUIPMENT SHALL BE PRO SAME MANUFACTURER. 5. IN CASE OF CONFLICT BETWEEN THE DRAWINGS AND BRING CONFLICTS TO THE ATTENTION OF THE ENGINEER RESOLUTION. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUT TING AND PATCHING AND REPAIRING OF WALLS, FLOORS, ETC. NECESSARY TO INSTALL MECHANICAL SYSTEMS. OW REPRESENTATIVE SHALL APPROVE CUTTING ANY PAR T WHERE STRENGTH OR APPEARANCE OF FINISH IS INVOLVED BEFORE WORK IS STARTED. FINISH UP IN A NEAT MANNER TO MATCH EXISTING WORK. 7. ALL MECHANICAL WORK SHALL BE IN ACCORD WITH ALL FEDERAL, STATE AND LOCAL CODES AND STANDARDS. 8. INSTALL MATERIALS AND EQUIPMENT IN STRICT ACC( MANUFACTURER'S PRINTED INSTRUCTIONS. g. CONTRACTOR SHALL FURNISH AND INSTALL ALL HANGERS, SUPPORTS AND MISCELLANEOUS STRUCTURAL MEMBERS REQUIRED TO SUPPORT THE PIPING SYSTEMS IN ACCORD MANUFACTURER'S STANDARDIZATION SOCIETY OF THE FITTING INDUSTRY (MSS). /I'll j FLEXIBLE DUCT CONNECTION MECHANICAL GENERAL NOTES, LEGEND & ABBREVIATIONS j r II SUPPLY OR OUTSIDE AIR DUCT UP T &P RELIEF VALVE PRESSURE GAUGE WITH BALL VALVE SUPPLY OR OUTSIDE AIR DUCT DOWN MEI 4 THERMOMETER RETURN AIR DUCT UP =IA RETURN CONNECTION PIPING TYPES -I. RETURN AIR DUCT DOWN RELIEF OR EXHAUST AIR DUCT UP CHWS CHILLED WATER SUPPLY - -- CHWR CHILLED WATER RETURN CW CRY WATER POTABLE RELIEF OR EXHAUST AIR DUCT DOWN MIN IN -LINE 90 DEGREE RISE IN DUCT filLa M I IN LINE 90 DEGREE DROP IN DUCT D DRAIN DW DOMESTIC WATER - NON- POTABLE FDW ill UP I NCLINED RISE IN DUCT FILTERED DOMESTIC WATER - NON- POTABLE W WASTE PC PUMPED CONDENSATE ill DN lir INCLINED DROP IN DUCT I �. I TURNING VANES L_Y _ SPLITTER DAMPER DRAWING /DETAIL REFERENCE KEY DUCT MOUNTED HEATING COIL 0 DUCT MOUNTED HUMIDIFIER REFER TO POINT OF CONNECTION - NEW TO EXISTING © DAMPER DRAWING /DETAIL NUMBER I e RE:2/M05 I I �� MOTORIZED TYPE: FD FIRE DAMPER SHEET NUMBER REFERENCED FROM I SHEET NUMBER Of DRAWING /DETAIL PIKED E1 DAMPER + 1 f FSD - RE'SMOKE DAMPER BD - CO DAMPE BD - COUNTER BALANCE R BACKDRAFT DAMPER VD - VOLUME DAMPER d 0 IT CENTER Date Plotted:08—NOV-2000 SYMBOL DESCRIPTION ABBREVIATIONS DESCRIPTION DIRECTION OF FLOW A/C ABOVE CEILING A.F.F ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE C PIPE TURNED DOWN BAL. V. BALANCING VALVE BFP BACKFLOW PREVENTER B/F BELOW FLOOR PIPE TURNED UP B/G BELOW GRADE BV BALL VALVE CV CHECK VALVE 3 RISE OR DROP CO CLEANOUT PLUG CONTR CONTRACTOR CRAC COMPUTER ROOM AIR CONDITIONING UNIT I BRANCH TOP CONNECTION CW COLD WATER — POTABLE D DRAIN PIPING DET DETAIL BRANCH BOTTOM CONNECTION DPCO DECK PLATE CLEANOUT DS DOWNSPOUT CAP ON END OF PIPE EWC ELECTRIC WATER COOLER FCO FLOOR CLEANOUT FD FLOOR DRAIN SOIL, WASTE, OR SAN. SEWER FDW FILTERED DOMESTIC WATER FM FLOOR MOUNT FV FLUSH VALVE VENT PIPING GCO GRADE CLEANOUT GV GATE VALVE COLD WATER — POTABLE HC HOSE BIBB HC HANDICAP HW HOT WATER — POTABLE HOT WATER POTABLE HWR HOT WATER RETURN PIPING LE. INVERT ELEVATION OSD OPEN SITE DRAIN HOT WATER RETURN PIPING REF REFER S & W EX. SOIL, WASTE, OR SAN. SEWER SAN SANITARY PIPING -- D — DRAIN PIPING SANS SANITARY SEWER SS STAINLESS STEEL STR STRAINER G NATURAL GAS PIPING T THERMOMETER TEMP. & PRESS. RELIEF VAL tl� BALANCING VALVE osa BALL VALVE N CHECK VALVE ca GATE VALVE STRAINER I UNION THERMOMETER PRESSURE GAUGE CLEANOUT PLUG 0 FLOOR CLEANOUT ., WALL CLEANOUT GRADE CLEANOUT PLAN 4 ELEV— WATER HAMMER ARRESTOR FLOOR DRAIN TRAP PRIMER SING. /MULT. —� I I- VENT THRU ROOF ® BACKFLOW PREVENTER - HOSE BIBB NEW PIPE CONN. TO EXIST. PIPE LEGEND NOTES T & P TEMP. & PRESS. RELIEF VALVE TP TRAP PRIMER SING. /MULT. TYP TYPICAL U UNION ✓ VENT PIPING VTR VENT THRU ROOF W WASTE PIPING WC WATER CLOSET WCO WALL CLEANOUT WH WALL HUNG WHA WATER HAMMER ARRESTOR 1)2DO EXYI GENERAL NOTES: 1. SEE DWG M1.0 FOR MECH LEGEND, ABBREVIATIONS AND SYMBOL KEY. 2. SLOPES AND INVERT ELEVATIONS SHALL BE ESTABLISHED BEFORE ANY PIPE IS INSTALLED IN ORDER THAT PROPER SLOPES WILL BE MAINTAINED. 3. ALL PIPING SHALL BE LOCATED AND DETERMINED WHEN TO BE INSTALLED TO AVOID CONFLICT WITH OTHER TRADES. 4. PIPING SHALL BE CONCEALED UNLESS OTHERWISE NOTED. 5. KEEP WASTE PIPING CLEAR OF FOOTING. 6. ALL CLEANOUTS SHOWN SHALL BE SET FLUSH WITH FLOOR AREAS OR FIN. GRADE. 7. CONTRACTOR SHALL COORDINATE LOCATION OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT. 8. EXTENSION OF EQUIPMENT DRAINS TO FLOOR DRAINS, FLOOR SINKS AND OPEN SITE DRAINS SHALL BE PROVIDED BY EQUIPMENT CONTRACTOR. 9. SANITARY SEWER PIPING SHALL BE INSTALLED TO PROVIDE A MINIMUM SLOPE OF 1/8" PER LINEAR FOOT. WASTE PIPING 3" & SMALLER SHALL BE INSTALLED TO PROVIDE A MINIMUM SLOPE OF 1/4" PER LINEAR FOOT. 10. DO NOT SCALE DWGS., REFER TO ARCH. DWGS. FOR EXACT DIMENSIONS, FIXTURE LOCATIONS, ROOM NAMES AND NUMBERS. 11. PROVIDE FOR ACCESS TO ALL EQUIPMENT REQUIRING CLEANING & ADJUSTMENT. ALL HOSE BIBBS, VALVES WITH THREADED HOSE CONNECTIONS & ALL WALL HYDRANTS SHALL BE EQUIPPED WITH BACKFLOW PREVENTER. (VACUUM BREAKER) 12. THE CONTRACTOR SHALL INSTALL PLUMBING SYSTEMS IN COMPLIANCE WITH ALL APPLICABLE GAS, PLUMBING, STATE & LOCAL CODES. 13. THESE PLANS ARE SCHEMATIC & DIAGRAMATIC ONLY. THEY DO NOT SHOW ALL REQUIRED BENDS, OFFSETS, VALVES AND MISCELLANEOUS FITTINGS FOR A COMPLETE INSTALLATION. I N F L O W Eptime all the time. 930 Bannock street Suite Three Hundred D enver, Colorado 80204 (303,942 -3 2 7 8 Fax • 942-2803 VOinpany Architects & Engineers 2636 Century Parkway SuHe light Hundred Atlanta, Georgia 30343 0 O 4) 6 3 3 - 6 9 9 0 P a x. 6 3 3 - 7 2 1 1 0 8 O DESIGNED BY: TRD REVIEWER: WBH JOB NO: 20 VARIABLE AIR VOLUME UNIT (VAV) SCHEDULE PACKAGED GAS ROOFTOP AIR HANDLING UNIT SCHEDULE MARK DESIGN BASIS (TRANE) SERVES SUPPLY FAN DATA • COOLING COIL DATA GAS HEAT DATA FILTER DATA ELECTRICAL DATA MIN. CFM NOTES /ACCESSORIES TOTAL SA CFM FAN HP # FANS FAN RPM FAN TYPE ESP INWC TOTAL OA CFM TOTAL COOLING MBH SENSIBLE COOLING MBH EAT dB /wb •F LAT dB /wb 'F HEAT INPUT MBH HEAT OUTPUT MBH EAT dB T �v• TYPE QUANTITY V /PH SYSTEM POWER KW EER OPERATING WEIGHT LBS. AHU -1 YCD181C OFFICE 6200 4.1 2 828 CV 1.5 1,580 188.49 147.64 77.60/62.90 56.33/53.44 350 284 56.1 98.8 10 4 460/3 16.6 10.5 2,017 1,2,3,4,5,6,8,9,10,11,13 AHU -2 YCD049C NOC 1,452 0.8 1 972 CV 1.44 200 48.70 37.63 76.60/61.90 53.81/51.13 90 73 56.1 102.9 0.16 2 460/3 4.5 10.1 672 1,2,3,4,5,6,8,9,10,12,14 REMARKS /ACCESSORIES: 2" 1.5# SOLID INSULATION, PERFORATED INNER WALL. 7. NOT USED. -THRU AND INCLUDE: ECONOMIZER WITH ENTHALPY CONTROL, 8. FOR DUCT LEADING TO VAV BOXES, SEAL ALL TRANSVERSE JOINTS AND LONGITUDINAL 9. SUPPLY AND RETURN DUCT TO BE INTERCONNECTED WITH VARITRAC SYSTEM DOES NOT INCLUDE COIL, CASING OR FILTER LOSSES. 10. HEAT RECOVERY SYSTEM OF AT LEAST 50 %. IN SUPPLY PLENUM. 11. HIGH HEAT HEATING COIL WITH 2 STAGES. 12. LOW HEAT HEATING COIL WITH 1 STAGE. AND CONTROLLED TO EVALUATE OUTSIDE AIR 13. THREE 12" VARITRAC CHANGEOVER /BYPASS VAV DAMPERS AND CONTROLS. 14. ONE 12" VARITRAC CHANGEOVER /BYPASS VAV DAMPER AND CONTROL. PARTIAL COOLING. SEAMS. FOR VAV OPERATION. FILTER TYPE NOTES: 1. DOUBLE WALL CASING UNITS, WITH 2. AHU SHALL BE DOWN FLOW, DRAW MIXING BOX AND FILTER SECTION. 3. EXTERNAL STATIC PRESSURE (ESP) 4. SMOKE DETECTOR SHALL BE INSTALLED 5. COMBUSTION HEATING TO BE STAGED. 6. AIR ECONOMIZERS TO BE 100% CAPABLE, REQUIREMENTS FOR COOLING, OR BASIS OF DESIGN: TRANE MODEL YC SERIES. 10 FILTERS TO CONSIST OF 20x20x2 THROWAWAY TYPE. 2O FILTERS TO CONSIST OF 20x25x1 THROWAWAY TYPE. VARIABLE AIR VOLUME UNIT (VAV) SCHEDULE MARK SERVES INLET SIZE IN. 0 VALVE SIZE FAN SIZE FAN HP FAN FLA VOLTS MAX. CFM MIN. CFM E.S.P. IN. W.C. NC REMARKS /ACCESSORIES VAV -1 GM, SALES MGR, SMALL CONFERENCE 8 11 11 1/3 5.4 115 645 190 0.25 - 1,2,3 VAV -2 TRAINING 8 17 15 1/3 7.5 115 765 229 0.20 - 1,2,3 VAV -3 RECEPTION, CUSTOMER REPS AREA 10 24 20 1/2 7.6 115 1485 441 0.16 - 1,2,3 VAV -4 PRESENTATION 5 06 07 1/8 2.6 115 390 115 0.15 - 1,2,3 VAV -5 BREAK 8 17 15 1/3 7.5 115 870 255 0.16 - 1,2,3 VAV -6 NOC 10 24 20 1/2 7.6 115 1450 433 0.17 - 1,2,3 VAV -7 ACCOUNT MGR, SALES MGR, ENGINEERING OPEN AREA 8 24 20 1/2 7.6 115 1030 370 0.16 - 1,2,3 VAV -8 MARKETING, SYSTEMS ADMIN, OPERATIONS MGR, EQUIPMENT 5 06 07 1/8 2.6 115 260 83 0.13 - 1,2,3 VAV -9 IP MR, ENGR MR, FUT, A/C SALES, VIS, PHONE, TOILET 8 17 15 1/3 7.5 115 890 264 0.15 - 1,2,3 REMARKS /ACCESSORIES: . 1. TRANE DDC CONTROLLER. 2. MAX. NC LEVEL SHALL BE 30. 3. 5 DEGREE DEADBAND MINIMUM ON THERMOSTAT CONTROLS. BASIS OF DESIGN: TRANE MODEL VSCE. FAN SCHEDULE MARK TYPE SERVES CFM E.S.P. IN W.C. HP VOLTAGE /PHASE MAX SONE RATING MAX RPM REMARKS /ACCESSORIES EF -1 INLINE CENTRIFUGAL BATHROOM TOILETS /JANITOR 145 0.250 1/4 115/1 8.8 1185 1,2,7 EF -2 INLINE CENTRIFUGAL BATHROOM SHOWER 25 0.250 1/50 115/1 4.1 1050 1,3,4,5,7,8,9 EF -3 INLINE CENTRIFUGAL BATHROOM SHOWER 25 0.250 1/50 115/1 4.1 1050 1,3,4,5,7,8,9 EF -4 INLINE CENTRIFUGAL DC POWER 150 0.250 1/50 115/1 4.1 1050 1,4,6 RCF -1 INLINE CENTRIFUGAL DC POWER /STAGING 120 0.375 1/4 115/1 8.4 1185 1,2 SF -1 INLINE CENTRIFUGAL DATA CENTER 80 0.250 1/4 115/1 13.6 1 525 1,2 REMARKS /ACCESSORIES: 1. PROVIDE BACKDRAFT DAMPER. 5. ALUMINUM CONSTRUCTION. 2. GREENHECK BSO -70, OR SIMILAR 6 . GREENHECK SQ -95 -E 3. GREENHECK SQ -80 -E, OR SIMILAR 7. INTERCONNECT WITH LIGHT SWITCH 4. DIRECT DRIVE 8. DUCTWORK TO BE SEALED WATER TIGHT. 9. TOP DISCHARGE AIR DISTRIBUTION DEVICE SCHEDULE MARK SIZECIN TYPE PRESSURE DROP IN. W.G. THROW FEET NC REMARKS 0 6" 24x24R MODULE 0.028 6 - 1, 2 B 10" 0 LOUVERED FACE 24x24 MODULE 0.047 8 21 1, 2 © 12" LOUVERED FACE 24x24 MODULE 0.063 10 12 1, 2 QD 12" 0 SIDE WALL 24x6 MODULE 0.016 12 28 1, 4 0 - PERFORATED 24x12 MODULE 0.079 - 14 3 PERFORATED 24x24 MODULE 0.079 - 17 3 PERFORATED 6x6 MODULE 0.079 - - 3 NOTES: OPPOSED BLADE DAMPER. OF DESIGN; TITUS TMSA. OF DESIGN; TITUS 8R. OF DESIGN; TITUS 250 -AA. 1. PROVIDE 2. BASIS 3. BASIS 4. BASIS NOTES 1. SEE DWG M1.0 FOR GENERAL NOTES. t2OOO 3/7 EXPIRED i N F 'L 0 W Uptime all the time. 996 Bannock Street Sulto Three Hundred Treanor, Colorado 50204 (309)942-3276 Fax. 9 4 2 - 2 0 0 3 � L Architects & Engineers 2696 G., Parl[way Sulfa Eight Hundred Atlarda. Georgia 90946 (404) 639 -0999 P a x a 6 9 9 - 7 2 1 1 S 8 N 0 8 DESIGNED BY: TRD REVIEWER: WBH JOB NO: 20256 M 2 0) PER T CENTER SEATTLE, WA DATA CENTER Date Plotted,08—NOV-2000 DRAWING IS HALF SCALE IF 1 ISSUED FOR CON5TRUCTION DIRECT EXPANSION COMPUTER ROOM AIR CONDITIONING UNIT SCHEDULE INDOOR UNIT OUTDOOR UNIT MAKE /MODEL AREA SERVED AT 80 °F, 67 °F FAN ELECTRIC R KW T HUMIDIFIER (LBS /HR) FILTER SYSTEM F.L.A. VOLTS/ PHASE MARK MAKE /MODEL AMBIENT ° F DB FAN QUANTITY SYSTEM F.L.A. VOLTS/ PHASE REMARKS TOBHL SEMSBIBLE CFM SPX IIJ. M OP R OFMANS CRAC -01 DATA —AIRE DAAD -3034 1ST FLR DATA 416.6 310.2 12,000 0.5 3 3 30 10 -30 4" HIGH EFF. 74 460/3 COND -01 DATA —AIRE DARC -3034 95 4 8.4 460/3 1, 2, 3, 4, 5 CRAC -02 DATA —AIRE DAAD -3034 1ST FLR DATA 416.6 310.2 12,000 0.5 3 3 30 10 -30 4" HIGH EFF. 740 460/3 COND -02 DATA —AIRE DARC -3034 95 4 8.4 460/3 1, 2, 3, 4, 5 CRAC -03 DATA —AIRE DAAD -3034 1ST FLR DATA 416.6 310.2 12,000 0.5 3 3 30 10 -30 4" HIGH EFF. 74 .0 460/3 COND -03 DATA —AIRE DARC -3034 95 4 8.4 460/3 1, 2, 3, 4, 5 CRAC -04 DATA —AIRE DAAD -3034 1ST FLR DATA 416.6 310.2 12,000 0.5 3 3 30 10 -30 4" HIGH EFF. 740 460/3 COND -04 DATA —AIRE DARC -3034 95 4 8.4 460/3 1, 2, 3, 4, 5 CRAC -05 DATA —AIRE DAAD -3034 1ST FLR DATA 416.6 310.2 12,000 0.5 3 3 30 10 -30 4" HIGH EFF. 74,0 460/3 COND -05 DATA —AIRE DARC -3034 95 4 8.4 460/3 1, 2, 3, 4, 5 CRAC -06 DATA —AIRE DAAD -3034 1ST FLR DATA 416.6 310.2 12,000 0.5 3 3 30 10 -30 4" HIGH EFF. 74 . 0 460/3 COND -06 DATA —AIRE DARC -3034 95 4 8.4 460/3 1, 2, 3, 4, 5 CRAC -07 DATA—ARE DAAD -3034 1ST FLR DATA 416.6 310.2 12,000 0.5 3 3 30 10 -30 4" HIGH EFF. ; 74,0 460/3 COND -07 DATA —AIRE DARC -3034 95 4 8.4 460/3 1, 2, 3, 4, 5 CRAC -08 DATA —AIRE DAAD -3034 1ST FLR DATA 416.6 310.2 12,000 0.5 3 3 30 10 -30 4' HIGH EFF. 74 ,0 460/3 COND -08 DATA —AIRE DARC -3034 95 4 8.4 460/3 1, 2, 3, 4, 5 CRAC -09 DATA —AIRE DAAD -3034 1ST FLR DATA 416.6 310.2 12,000 0.5 3 3 30 10 -30 4" HIGH EFF. 74,0 460/3 COND -09 DATA —AIRE DARC -3034 95 4 8.4 460/3 1, 2, 3, 4, 5 CRAC -10 DATA —AIRE DAAD -3034 1ST FLR DATA 416.6 310.2 12,000 0.5 3 3 30 10 -30 4' HIGH EFF. 74,0 460/3 COND -10 DATA —AIRE DARC -3034 95 4 8.4 460/3 1, 2, 3, 4, 5, 6 CRAC -11 DATA —AIRE DAAD -3034 1ST FLR DATA 416.6 310.2 12,000 0.5 3 3 30 10 -30 4" HIGH EFF. 74.0 460/3 COND -11 DATA —AIRE DARC -3034 95 4 8.4 460/3 1, 2, 3, 4, 5, 6 CRAC -12 DATA —AIRE DAAD -3034 1ST FLR DATA 416.6 310.2 12,000 0.5 3 3 30 10 -30 4' HIGH EFF. 74.0 460/3 COND -12 DATA —AIRE DARC -3034 95 4 8.4 460/3 1, 2, 3, 4, 5, 6 CRAC -13 DATA —AIRE DAAU -3034 1ST FLR DATA 416.6 310.2 12,000 0.5 3 3 30 10 -30 4' HIGH EFF. 74 . 0 460/3 COND -13 DATA —AIRE DARC -3034 95 4 8.4 460/3 1, 2, 3, 4, 5, 6 CRAC -14 DATA —AIRE DAAU -3034 1ST FLR DATA 416.6 310.2 12,000 0.5 3 3 30 10 -30 4" HIGH EFF. 74 . 0 460/3 COND -14 DATA —AIRE DARC -3034 95 4 8.4 460/3 1, 2, 3, 4, 5, 6 CRAC -15 DATA —AIRE DAAU -3034 1ST FLR DATA 416.6 310.2 12,000 0.5 3 3 30 10 -30 4" HIGH EFF. 74 . 0 460/3 COND -15 DATA —AIRE DARC -3034 95 4 8.4 460/3 1, 2, 3, 4, 5, 6 CRAC -16 DATA —AIRE DAAD -3034 1ST FLR DATA 416.6 310.2 12,000 0.5 3 3 30 10 -30 4" HIGH EFF. 740 460/3 COND -16 DATA —AIRE DARC -3034 95 4 8.4 460/3 1, 2, 3, 4, 5, 6 CRAC -17 DATA —AIRE DAAD -3034 1ST FLR DATA 416.6 310.2 12,000 0.5 3 3 30 10 -30 4" HIGH EFF. 74,0 460/3 COND -17 DATA —AIRE DARC -3034 95 • 4 8.4 460/3 1, 2, 3, 4, 5, 6 CRAC -18 DATA —AIRE DAAD -3034 1ST FLR DATA 416.6 310.2 12,000 0.5 3 3 30 10 -30 4" HIGH EFF. 74 460/3 COND -18 DATA —AIRE DARC -3034 95 4 8.4 460/3 1, 2, 3, 4, 5, 6 C RAC— 19 DATA —AIRE DAAD -3034 1ST FLR DATA 416.6 310.2 12,000 0.5 3 3 30 10 -30 4" HIGH EFF. 74 460/3 COND -19 DATA —AIRE DARC -3034 95 4 8.4 460/3 1, 2, 3, 4, 5, 6 CRAC -20 DATA —AIRE DAAD -3034 1ST FLR DATA 416.6 310.2 12,000 0.5 3 3 30 10-30 4" HIGH EFF. 74 460/3 COND -20 DATA —AIRE DARC -3034 95 4 8.4 460/3 1, 2, 3, 4, 5, 6 CRAC -21 DATA —AIRE DAAD -3034 1ST FLR DATA 416.6 310.2 12,000 0.5 3 3 30 10 -30 4" HIGH EFF. 740 460/3 COND -21 DATA —AIRE DARC -3034 95 4 8.4 460/3 1, 2, 3, 4, 5, 6 CRAC -22 DATA —AIRE DAAD -3034 1ST FLR DATA 416.6 310.2 12,000 0.5 3 3 30 10 -30 4" HIGH EFF. 74,0 460/3 COND -22 DATA —AIRE DARC -3034 95 4 8.4 460/3 1, 2, 3, 4, 5 CRAC -23 DATA —AIRE DAAU -3034 1ST FLR ELEC 416.6 310.2 12,000 0.5 3 3 30 10 -30 4" HIGH EFF. 74 460/3 COND -23 DATA —AIRE DARC -3034 95 4 8.4 460/3 1, 2, 3, 5, 7 CRAC -24 DATA —AIRE DAAD -3034 1ST FLR DATA 416.6 310.2 12,000 0.5 3 3 30 10 -30 4" HIGH EFF. 74 460/3 COND -24 DATA —AIRE DARC -3034 95 4 8.4 460/3 1, 2, 3, 4, 5 CRAC -25 DATA —AIRE DAAU -3034 1ST FLR ELEC 416.6 310.2 12,000 0.5 3 3 30 10 -30 4" HIGH EFF. 74 460/3 COND -25 DATA —AIRE DARC -3034 95 4 8.4 460/3 1, 2, 3, 5, 7 NOTES: THREE STAGE ELEC HEAT 3. PROVIDE FACTORY MOUNT CONDENSATE PUMP 5. PROVIDE INTEGRAL HUMIDISTATS, THERMOSTATS, AND SMOKE DETECTORS. 7. PROVIDE UPFLOW PLENUM WITH FRONT SUPPLY GRILLE. ELECTRODE STEAM CANISTER 4. PROVIDE STAND FOR RAISED FLOOR MOUNTING. 6. FUTURE UNIT. 1. 2. (D2000" 317 EXPIRED NOTES 1. SEE DWG M1.0 FOR GENERAL NOTES. 1 1 N F L O W uptime all the time. 936 Bannock Stream Suite Three Hundred Reiner, Colorado 00204 (3031942-3275 Fix. 942-2803 1 Q p airy Architects & Engineers 2636 Caotury 94rd Suite slight Hundred Atlanta, Georgia 30343 (4041633-4996 Fax . 6 3 3 - 7 2 1 1 0 S FLL 8 8 DESIGNED BY: TRD REVIEWER: WIH JOB NO: 20256 0 7 LIZ 3" CW 2 1 /21 {CW 1 3/4QHW 3/4" CW / CRAC -01 CRAG -02 IFDW CRAC -06 I CRAC -07 2 1/2" CW 1 1/2" CW 1 1/2" H 2" HW CONNECT TO EXISTING BUILDING WATER SUPPLY it SAN N err /4 " CW Ii CWa a -1 1/2' FDW SCALE: 1 /8" = 1' -0" a EXPIRED FDW PLUMBING PLAN - NORTH O - --1 I 1 - ---� r . _ il R CRAC -03 R t lsi`. - - --- .s.�` —t1< i I r D2O�O3/7 — 1 f 1 CRAG - 04 CRAC -05 !. NOTES 8 0 8 16 SCALE; 1/8" = 1' -0" 1. SEE DWG M1.0 FOR GENERAL NOTES. 'CRAC -08 1 1/2" FDW & PC KEY PLAN I I 1 N F L O W 936 Bannock Street Suite Throe Hundred Denver, Colorado 00204 (303)942-3575 F a x t 942-2003 p a y Architects & Engineers 2636 Century Perkwa7 Suite PJght HurHtred Atlanta, Georgia 30340 004)633-0998 F a x. 6 3 3 - 7 2 1 1 B a a rL O N Uptime all the time. DESIGNED BY: TRD REVIEWER: WBH JOB NO: 20256 I T I • . 4 . . ,i- -- . • • , . • • - • 4 - a "a o — . a . 4 . . . . o • . -, . • 4 , 4 . . a • I • 1 -- . 1 ---'\, , FDW sc PC 11:, ;. • FDW CRAl2 CRACT1: PC CRAC —09 1 FliME 1 'PAO-MOUNIED ° trifiNCRINER 5 -- ' *anEig MI I • • MI CRAC —25 • Lij CRAC —11 CRAC-13 0 CRAC —15 PLUMBING PLAN — SOUTH SCALE: 1/g = 1'-0" 1 -I CRAC —17 FDW FDW CRAC 23 MI PC UP 3 RISERS co C_) 0 c CRAC —22 131_1W NOTES 1. SEE DWG M1.0 FOR GENERAL NOTES. --gD2,000 •3/7 RAW oylito KEY PLAN 8 0 8 16 SCALE: 1/8" = 1' — I I1 F L W Uptime all the time. Denver, Colorado 80204 (303)942-3275 Fax. 942-2803 COITM Architects & Engineers 2635 Century Parktvay Salto Eight Hundred Atlanta, Coors. 30945 (404)633-8990 F•24633-7211 S 2 S 8 9 8 z <C m DESIGNED BY: TRD REVIEWER: WBH JOB NO: 20256 LL crryNK TUKWILA PERMIT NT. PLUMBING FIXTURE SCHEDULE ITEM DESCRIPTION CW HW WASTE VENT REMARKS P -1 LAVATORY 1/2" 1/2" 1 1/2" 1 1/2" 2,3,5,6 P -2 ' WATER CLOSET 1" 115/1 3" 2" 1,2,3 P -3 URINAL 1" 3" 2" 3,4 P -4 KITCHEN SINK 1/2" 1/2" 1 1/2" 1 1/2" 3,6,7 P -5 FLOOR CLEANOUT 3" - 8 P -6 FLOOR DRAIN - 3" 2" 9,11 P -7 WALL CLEANOUT P - 8 DISHWASHER P - 9 DRINKING FOUNTAIN 1/2" -- 1" -- 12 P -10 JANITOR SINK 1/2" 1/2" 1 1/2" 1 1/2" 13 NOTES: STANDARD #2513.018 7. DUAL COMPARTMENT SINK, MOEN #22901 ACCESSIBLE FAUCET & SPRAY TABORET #K- 8820 -K /K- 16070 -4 CONSERVATION FIXTURES 8. JOSAM SERIES 56040 CLEAN OUT. STANDARD #6581.015 9. JOSAM 30000 -A FLOOR DRAIN STANDARD #0355.012, FAUCET 10. JOSAM 58740 WALL CLEANOUT /COVER. #2517. 11. PROVIDE WITH 1/2" PRIMER CONNECTION. P -TRAP WITH CLEANOUT PLUG. 12. HALSEY TAYLOR OVL-II-ER-O 13. ELKAY ESSB -250, FAUCET 8121/50002 1. AMERICAN 2. HANDICAPPED 3. WATER 4. AMERICAN 5. AMERICAN DELTA 6. PROVIDE GAS WATER HEATER SCHEDULE ITEM GAL. STORAGE BTUH INPUT REC /GPH /RISE TEMP. LOCATION HP VOLTS /PHASE AMPS REMARKS WH -1 125 199,000 239 40'F -120'F COL E -1 1/3 115/1 8 BASIS OF DESIGN: PVI POWER GAS 20 N 125A -PG a P -5 P -7 P -6 I \ / P -1 SCALE: NONE P -5 P -1 I 0 P -2 WASTE # VENT ISOMETRIC � 3" VTR /', / / \ / / \ / P-4 2" / , / \ / \ 1 1/2 "� (4' 4" .. \ \ // , \ // I I P -10 I Qs I I 1 1/2" 3" - NOTES: 1. SEE DWG M1.0 FOR GENERAL NOTES. 2 „\ I P -5 P -6 P6 1 1/2” P -5 i2OQC3/7 EXPIRED 8 0 8 16 SCALE: 1/8" = 1' -0" P -8 I N F L O I N Uptime all the time. 930 Bannock Sweat Suite Three Hundred D enver, Colorado 80204 (303)942-3275 Fax , 942-2803 pa Architects & Engineers 2638 Century Parkway Salta Eight Hundred Atlanta, Georgia 30345 (404)633-0990 P e s i 6 3 3 - 7 2 1 1 rn 0 S ui O O DESIGNED BY: TRD REVIEWER: JCE JOB NO: 20256 R CENED CITY rF TUKWILA ?ER T CENTS: 2 0 ©85 CFM * �I TYP 9 14X14 4X1 — ~VAV =3 2 X;22 A-3 X16 i 8X8 VAV 12X12 4 *t 1 8X8 14X10 \C M 12X10; i` 10Xge 0 ® ® ® /1__....__.12 II_____. l ZL___..®._... r 1 ® ®®' ®I -- - - j® __IZ ® ® ®i ®_ ®, �® t F_. -n.. ----1 J l tHz t ® HE r--1 ® ® El 1 ® ® -. ®_ _ 1® -I .i -®r_ -i® f ® - ® ru € ~_J i ® r Z. ® ® 1E ® ® ®I i _ �.. ® ® ! - ®.._1® r® € - - ►1 - ® ® ® j ' wj _ • i i 1 I i ® [ I i__._., • _.� E I- - - -€ i -, ® i____.,j ® ® �_ -..!® ..._z "._.j®i'- ®r..._-1®I ®;- .._i ®4 1® ® ® r- -- ® i ® ® ] Z i r - , F-----; - Z Z Zi Z ------Z RZ [ I ® ® r C RAC -01 I � CRAC -02 1 3/8" (TYP) 7/8" (TYP) CRAC -03 CRAC -04 CRAC -06 F -4 E: 1/M8.1 C RAC -08 HVAC PLAN - NORTH SCALE: 1/8' = 1' -0" ¶)2D3O 3( CRAC -05 EXPIRED 8 0 8 16 SCALE: 1/8" = 1' -0" NOTES 1. SEE DWG M1.0 FOR GENERAL NOTES. KEY PLAN I N F LOW 998 Bannock Street Suite Three Hundred Uenvar, Colorado 80204 (3031942-327s Fax . 942-2803 P i a L Architects & Engineers 2636 Century Parton, Suite eight Hundred Atlanta, Georg. 30346 (404)633-099e F a 6. 6 3 3 - 7 2 1 1 8 8 8 0 Uptime all the time. DESIGNED BY: TRD REVIEWER: WEN JOB NO: 20256 E EIVED CIYV R O TUI(WILA PERM 11 CENTFA AIL lur co 0 C 2 C) N Cs } C7 1 N W El El El El ®® t.? • ? H - " D C C) n \I 11 111 r. 1'I I i I" 1\ I /S -n p 1�I // n C) 1 N FD l u l . _. ma§ DG .1 ►1 CRAC -2 CRAC -18 El I 121 121 I1' i p C) 73 > O C) D C7 C) C) J_ Drawing location: L:\ DWG \Inflow \20256- 1 \dwg \M602.dwg Date Plotted:08 —NOV -2000 1:34:57 PM _ 9 SEATTLE, WA DATA CENTER ril H VAC P LAN FIRST FLOOR —SOUTH ZZIZEZEIZZEIZE1Z;ZZEI ® ®; ® ® ® ®' EZZZEZ.O.E1Z El El El El El Z El El El EIKEZZEZZEIZZEZZEZEIZE ZEIZEIZEIZZZ EIZEZEIZEIEZ i I ® ® ® ® ® ® ® ® ® ® ® ® :. ® ® ® ∎ EZZ ®` ® .® f ®. ® ® ® ® z ® z Z:ZEIZZrZEZEZIEZ CRAC -21 I d -I- f ZEZZRZZEI >. SEE DWG M6.1 FOR CONTINUATION — • — • — 7E1 1 El IZ1 CRAC-19 I E Z Z E Z Z E ZZZZ Z El El NO. 0 DATE 10/25/00 11/08/00 REVISIONS PROGRESS SET ISSUED FOR CONSTRUCTION DRAWING IS HALF SCALE IF 11" x 17" m it CO • 1 V) 0P D At n 0 a. w - 0 cn m m m Co mI m m O HYPASS/CHANGPOVFR AIR HANDI FRS OCCUPIED AND UNOCCUPIED MODES OF OPERATION AT THE TIME PROGRAMMED, THE DDC SYSTEM SHALL PLACE THE CONTROL SYSTEM IN THE OCCUPIED MODE AND PLACE THE MINIMUM OUTSIDE AIR DAMPER UNDER MINIMUM OUTSIDE AIR FLOW CONTROL AND SHALL PLACE THE ECONOMIZER OUTSIDE AIR, RETURN AIR, AND RELIEF AIR DAMPERS UNDER ECONOMIZER CONTROL AND MIXED AIR TEMPERATURE CONTROL. AT THE TIME PROGRAMMED, THE DDC SYSTEM SHALL PLACE THE CONTROL SYSTEM IN THE UNOCCUPIED MODE OF OPERATION. SIIPPI Y FAN CONTROI OCCUPIED MODE — SUPPLY FAN IN EACH AIR HANDLER SHALL START, AND OPERATE CONTINUOUSLY. UNOCCUPIED MODE — EACH SUPPLY FAN SHALL CYCLE ACCORDING TO THE NIGHT SETBACK SCHEDULE. THE FAN SHALL START AND STOP AT THE SETPOINTS AS PROGRAMMED. SUPPLY DUCT PRESSURIZATION CONTROL — WHEN THE SUPPLY FAN STARTS, THE DDC SYSTEM SHALL MODULATE THE BYPASS DAMPERS FROM THE SIGNAL OF A STATIC PRESSURE SENSING ELEMENT AND TRANSMITTER TO MAINTAIN THE SETPOINT. A HIGH LIMIT STATIC PRESSURE SWITCH IN THE FAN DISCHARGE SHALL STOP THE SUPPLY FAN AND INITIATE A HIGH STATIC ALARM WHEN THE STATIC PRESSURE EXCEEDS THE SETPOINT. WHEN THE FAN IS OFF, THE BYPASS DAMPERS SHALL BE CLOSED. A DIFFERENTIAL PRESSURE SWITCH ACROSS EACH FILTER SHALL INITIATE A FILTER ALARM WHEN THE PRESSURE DROP ACROSS THE FILTER REACHES THE PROGRAMMED SETPOINT. FRFF7F PROTECTION A FREEZESTAT, LOCATED IN THE MIXED AIR PLENUM, SHALL STOP THE SUPPLY FAN, CAUSE THE OUTSIDE AIR, RETURN AIR, AND RELIEF AIR DAMPERS TO RETURN TO THEIR NORMAL POSITION, AND SHALL INITIATE A LOW TEMPERATURE ALARM IF THE TEMPERATURE DROPS BELOW THE FREEZESTAT'S SETPOINT. THE DDC SYSTEM SHALL MONITOR THE FREEZESTAT THROUGH AUXILIARY CONTACTS AND SHALL INDICATE AN ALARM CONDITION WHEN THE FREEZESTAT TRIPS. DIRECT EXPANSION C001 ING COII OCCUPIED MODE — THE STAGES OF COOLING SHALL BE CONTROLLED ACCORDING TO THE SPACE TEMPERATURE. UNOCCUPIED MODE — COOLING SHALL BE OFF. MINIMUM OUTSIDF AIR Fl OW CONTROI OCCUPIED MODE — THE MINIMUM OUTSIDE AIR DAMPER SHALL BE MODULATED TO MAINTAIN THE MINIMUM OUTSIDE AIR FLOW AT SETPOINT, AS SENSED BY AN AIR FLOW MEASUREMENT STATION LOCATED IN THE OUTSIDE AIR DUCT. UNOCCUPIED MODES — THE OUTSIDE AIR DAMPER SHALL BE CLOSED. FCONOMI7FR AND MIXED AIR TEMPERATURE CONTROI THE DDC SYSTEM SHALL ACCEPT THE SIGNAL OF AN OUTSIDE AIR TEMPERATURE SENSING ELEMENT AND TRANSMITTER AND THE SIGNAL OF A RETURN AIR TEMPERATURE SENSING ELEMENT AND TRANSMITTER. WHEN THE RETURN AIR TEMPERATURE IS ABOVE THE ECONOMIZER SETPOINT, AND THE OUTSIDE AIR 'TEMPERATURE IS SUFFICIENTLY BELOW THE RETURN AIR TEMPERATURE TO BE EFFECTIVE FOR COOLING, THE DDC SYSTEM SHALL PLACE THE AHU IN THE ECONOMIZER MODE BY MODULATING THE ECONOMIZER OUTSIDE AIR, RELIEF AIR, AND THE RETURN AIR DAMPERS TO MAINTAIN THE MIXED AIR TEMPERATURE AT SETPOINT. AS THE ECONOMIZER OUTSIDE AIR AND RELIEF AIR DAMPERS OPEN, THE RETURN AIR DAMPER CLOSES. WHEN THE SYSTEM IS NOT IN ECONOMIZER MODE, THE ECONOMIZER OUTSIDE AIR AND RELIEF AIR DAMPERS SHALL REMAIN CLOSED AND THE RETURN AIR DAMPER SHALL REMAIN OPEN. FMFRGFNCY FAN SHUTDOWN SMOKE DETECTORS IN THE RETURN AIR DUCTWORK SHALL STOP THE SUPPLY FAN AND INITIATE A SMOKE ALARM IF SMOKE IS DETECTED. RESTARTING THE SUPPLY FAN SHALL REQUIRE MANUAL RESET AT THE SMOKE DETECTOR. FMFRGFNCY SYSTEM CHANGEOVER THE DDC SYSTEM SHALL ACCEPT THE SIGNAL OF A DUCT PRESSURE SWITCH IN THE AHU -2 SUPPLY AIR DUCTWORK. IF AHU -2 IS ENERGIZED, AND THE SUPPLY PRESSURE FALLS BELOW A PROGRAMMED LIMIT, THE FOLLOWING ACTIONS SHALL OCCUR. 1. AN "AHU -2 FAILURE" ALARM SHALL BE INITIATED. 2. DAMPERS D -1 AND D -2 SHALL OPEN, AND DAMPER D -3 SHALL CLOSE. THIS WILL REDIRECT AHU -1 SUPPLY AIR TO AHU -2 SUPPLY DUCTWORK, AND AHU -2 RETURN AIR TO AHU -1 RETURN DUCTWORK. 3. THE AHU -2 SUPPLY FAN SHALL BE DE— ENERGIZED. 4. AHU -1 SHALL CONTINUE TO OPERATE NORMALLY, MODULATING THE BYPASS DAMPERS TO MAINTAIN SUPPLY AIR DUCT PRESSURE SETPOINT. AHU -1 SYSTEM CAPACITY IS OVERSIZED TO HANDLE AHU -2 LOAD ALSO. 5. THE DDC SYSTEM CALCULATION TO DETERMINE WHETHER THE AHU -1 SHOULD ENTER HEATING MODE, SHALL ALSO INCLUDE THE SPACE TEMPERATURE SIGNAL FROM VAV -6, WHICH IS NORMALLY SUPPLIED FROM AHU -2. FAN POWERED _VAV BOXES VAV -1 THRU 6 1. THE VAV BOX FAN SHALL BE ENERGIZED FROM AN UPSTREAM DUCT PRESSURE SWITCH CONFIRMING HVAC SYSTEM FAN OPERATION. A SPACE TEMPERATURE SENSING ELEMENT, LOCATED AS SHOWN, ACTING THROUGH A MICROPROCESSOR BASED VAV BOX CONTROLLER, SHALL MODULATE THE SUPPLY AIR CONTROL DAMPER, MIXING THE SUPPLY AIR AND PLENUM AIR TO PROVIDE A CONSTANT VOLUME OF AIR TO THE SPACE TO MAINTAIN THE COOLING SET POINT AS SHOWN UNTIL THE SUPPLY AIR DAMPER CLOSES TO MINIMUM SUPPLY AIR FLOW. 2. WHEN THE SPACE TEMPERATURE CALLS FOR HEAT AFTER THE SUPPLY AIR DAMPER IS CLOSED TO MINIMUM FLOW AND THE VAV BOX IS IN MAXIMUM RECIRCULATION, CONTROL SHALL THEN PASS THROUGH THE TEMPERATURE DEAD BAND. 3. WHEN THE DDC CONTROL SYSTEM DETERMINES THAT THE SPACE TEMPERATURE HAS DROPPED THROUGH THE TEMPERATURE DEAD. BAND FOR ALL VAV BOXES SERVED BY THE AIR HANDLER, THE AIR HANDLER SHALL GO INTO HEATING MODE. CRAC UNITS CRAC -1 THRU 25 1. EACH CRAC UNIT AND ASSOCIATED REMOTE CONDENSER WILL BE CONTROLLED VIA A FACTORY SUPPLIED CONTROL SYSTEM INDEPENDENT OF THE AHU -1 AND AHU -2 DDC CONTROL SYSTEM. CRAG UNITS ARE ENERGIZED AT EACH UNIT'S LOCAL CONTROL PANEL. REMOTE CONDENSERS ARE ENERGIZED BY THEIR ASSOCIATED CRAC UNIT. 2. EACH CRAC UNIT SHALL INDEPENDENTLY MODULATE TO MAINTAIN TEMPERATURE AND HUMIDITY SETPOINT. FMFRGFNCY FAN SHUTDOWN FACTORY SUPPLIED SMOKE DETECTORS IN THE RETURN AIR PLENUM SHALL STOP THE SUPPLY FAN AND INITIATE A SMOKE ALARM IF SMOKE IS DETECTED. SUPPLY FAN SF -1 SUPPLY FAN SF -1 SHALL BE ENERGIZED MANUALLY, AND SHALL OPERATE AT ALL TIMES. D o 317 EXPIRED NOTES 1. SEE DWG M1.0 FOR GENERAL NOTES. I tN F L O W Upttme all the time. 938 Bannoek reet Suitt Th race Hun r5 .7 , Cobrado 80304 F 0 1 9 4 2- a 3 7 8 Fax . 9 4 3 - 3 6 0 3 — CJ - co ) sny Architects & Engineers 3698 Century Parkway Salta Elghe Hundred (4 O 4 9 8 - 0 9 9 0 Pax • 6 3 8 - 7 3 1 1 S ul DESIGNED BY: TRD REVIEWER: WBH JOB NO: 20256 0 0 AHU -1 L_: PENETRATE ROOF AND CONNECT TO GAS METER HU -2 CONNECT TO EXISTING 1/2" G +S LINE FROM REF LACEr O R HANDLER I E_ I I L 3/4" GAS LINE BD I 0 044 DA -1 NC TRUE 1/2" GAS LNE DA -3 DA -2 �I NC N ROOF PLAN SCALE: 1/16" = 1' -0" BD AADf1O - SCALE : 1/4=1-0" ROOF DECK 1ST FLR CEIL EXPIRED 3 i' 2" WOOD BLOCK 1 ' INSULATION BY OTHERS SCALE: NO SCALE D2.nook3I ROOF CURB DETAIL SEE DWG M1.0 FOR GENERAL NOTES. SEE STRUCTURAL DWGS FOR SUPPORT OF CONDENSERS. O3 CONNECT TO EXISTING GAS LINE. ® 1" CONDENSATE LINE, ROUTE TO SECOND FLOOR JANITOR'S SINK. , 0 PENTHOUSE FOR TOILET EXHAUST. INSULATION BY OTHERS 16 0 16 32 SCALE: 1/16" = 1' -0" 4 0 4 8 li• � SCii.E: 1/4 = I N F L O Uptime all the time. 936 ...nook Street Suite Three Hundred Denver, Colorado 00204 (30339•2 -3 2 7 3 Fax. 942-2803 pa ny Architects & Engineers 2636 Century Parkway Suite Eight Hundred Atlanta, Gaorgla 30846 004,633-8998 F66.633-7211 8 O 8 O 0 DESIGNED BY: TRD REVIEWER: NBA JOB NO: 20256 EIVED TUKWILA CENTER 2' -0" LJ RL & HG TO CONDENSER SIDE ELEVATION PC FDW RE: 5/M5.0 SMOKE AND FIRE DETECTORS ARE FACTORY INSTALLED. 2. PROVIDE AND INSTALL NEOPRENE GASKET AROUND PERIMETER ON AIR HANDLING UNIT AT THE RAISED FLOOR. 3. PROVIDE CIRCULAR PENETRATIONS WITH ESCUTCHEON PLATES FOR EACH PIPE THRU RAISED FLOOR. (2) 5/8" RL & (2) 7/8" HG TO CONDENSER, ROUTE TO ROOF IN WALL (2) 5/8" RL & (2) 7/8" HG TO CONDENSER FDW PC PC RE: 2/M8.1 FOR CONT. DRAIN VALVE WATER DETECTOR CRAC RAISED FLOOR SUPPORT (ADJUST FOR ISOLATOR INSTALLATION) 3' -0" FDW FIELD INSTALLED PACKAGED CONDENSATE PUMP RE:5 /M5.0 3/4" PC 1/4" FDW PLAN VIEW a FRONT ELEVATION SPRING ISOLATORS FOR CRAC LOCATED ON THE SECOND FLOOR AND UP. NEOPRENE ISOLATION PAD FOR CRAC LOCATED ON GRADE. CONNECT TO CRAC CONDENSATE PIPING FDW INSTALL LEAK DETECTOR AFTER WATER PROOFING FLOOR PLAN 00 DOWNFLOW AIR HANDLING UNIT DETAIL SCALE: NTS fi PROVIDE 2x2x1/8" ANGLE IRON AROUND PERIMETER OF UNIT. CLEANUP FLOOR AREA BEFORE APPLYING SEALANT. PAINT FLOOR WITHIN ANGLE IRON AREA WITH WATER PROOF SEALANT. SEAL FLOOR AND ANGLE IRON WATER TIGHT SEAL. LEAK TEST SEAL BEFORE FACILITY TURNOVER. PROVIDE AND `INSTALL SHEET METAL COVER AT FLOOR BEHIND UNIT. PAINT COVER FILTERED DOMESTIC WATER! WHITE TO MATCH RAISED FLOOR. TO CRAC HUMIDIFIER }6 EXPIRED SOLENOID VALVE FILTER DRIER CHARGING VALVE -\ HAND SHUT -OFF VALVE D4 ,4 ■■ 0 1" IN 20 FT NOTES PRESSURE GAUGE TAPPING FOR CHECKING PRESSURE AHEAD OF FILTER DURING OPERATION SUCTION LINE FILTER CONDENSING UNIT WITH SUCTION & DISCHARGE GAUGES. UNIT TO HAVE DISCHARGE & SUCTION VALVES. NOTE: TYPICAL FOR EACH CIRCUIT 1. SEE DWG M1.0 FOR GENERAL NOTES. - M8.0 REFRIGERANT PIPING SCHEMATIC SCALE: NTS ANCHOR TO ROOF WITH 1/2 0 ANCHOR BOLTS THRU 1/2" THICK ISO - MODE PAD ISOLATORS D2DDO AIR COOLED CONDENSER 3 REFRIGERANT PIPING 7.0 08.0 SCALE: NTS REFRIGERANT DUTY BALL VALVE, TYP. MOISTURE INDICATING SIGHT GLASS THERMAL EXPANSION VALVE W /EXTERNAL EQUALIZER LINE DISTRIBUTOR LEADS TO BE FREE OF KINKS AND BENDS DX COOLING COIL INVERTED TRAPS ON RL &RHG LINES TO EXTEND 7 1/2" ABOVE BASE OF COIL MINIMUM RE: 2/M8.1 FOR CONT. THROUGH ROOF & WALLS RL & HG TO CRAC UNIT 1 IN F L O W Uptime all the time. =LB-7;7:1=r; Denver, Colorado 80204 (303,9 F a x s 942-2..03 Mammy Architects & Engineers 2635 Century Parkway Suite. Eight Hundred Atlanta, Georgia 30843 P O 4 6 3 9 - 3 9 9 8 Pa x r x633 -727'1 0 DESIGNED BY: WBH REVIEWER: JCE JOB NO: 20256 V8.0 STRUCTURAL BEAM 24X24 LOUVER 5" DIA FLUE VENT 1 1/4"" GAS GAS REG NOTES: 1. SF -1 AND SF -2: INCLUDES FILTER AND MOTORIZED DAMPER. 2. NO EQUIPMENT OR PIPING SHALL BE BELOW 10' -6" ABOVE RAF. MAINTAIN 12' -2" CLEAR ABOVE RAF. 3" MIN. DIRT LEG FLEX CONNECTION — MOTORIZED DAMPER FILTER ASSEMBLY ROOF /SECOND STORY FLOOR PROVIDE BELT GUARD HORIZONTAL INLINE FAN DETAIL Nil M8.1 SCALE: NONE M6.4 / SCALE: NTS (�I IIIIII 1' FINISHED FLOOR 110° F HW TO HAND SINKS, SERVICE SINK, TOILET RM LAVATORIES & SHOWERS I CONCRETE PAD TO EXTEND BEYOND HEATER 6" (MINIMUM) ON ALL SIDES GAS FIRED WATER HEATER SPRING VIBRATION ISOLATORS VACUUM BREAKER UNION (TYP.) EXTEND DUCT TO UNDER RAISED ACCESS FLOOR. PROVIDE SEAL AND ESCUTCHEON PLATE AT DUCT PENETRATION. P & T RELIEF VALVE 3/4" PIPE TO NEAREST FLOOR DRAIN MANUFACTURER STANDARD SUPPORT WITH INSULATION VALUE OF R -10 OR GREATER 3/4" (MINIMUM) DRAIN VALVE — RS &L LINES THRU SIDES OF CURB, SEAL PENETRATION W/ SILICON SEALANT. EXPIRED GASKET (FIELD INSTALLED) 18X18 ROOF CURB RS &L LINES FROM CRACS TO SIZE PER MFG R'S RECOMMENDATIONS, INSULATE PER SPECIFICATIONS. � REFRIGERANT LINE 'PITCH / l POCKET' CURB DETAIL M8.0 M8.1 SCALE: NONE ID 2- Dop 1 317 WALL SLEEVE BREAKAWAY JOINT SCALE: NTS NOTES _ 1. SEE DWG M1.0 FOR GENERAL NOTES. SHEET METAL SCREWS 6" OC, SEAL WITH SILICON SEALANT 24X24 18 GA. GAL. STEEL CURB CAP - WOOD NAILER, TYP. COUNTER FLASHING (FIELD SUPPLIED), TYP. RIGID INSTALLATION (FIELD SUPPLIED), TYP. ROOFING MEMBRANE (FIELD SUPPLIED), TYP. CANT STRIP (FIELD SUPPLIED), TYP. ROOF STRUCTURE WALL RETAINING ANGLE ALL AROUND STYLE B FRAME STRAP FASTENING TO ALLOW MANUAL TESTING OF DAMPER & TO BE ACCESSIBLE THRU ACCESS PANEL FOR TESTING DAMPER FRAME BREAKAWAY JOINT VERTICAL FIRE DAMPER INSTALLATION 938 Banno<h Street Suite Three Hundred Deader, Colorado 80204 (303)942-3275 3t, 9 4 2 - 2 8 0 3 Arcldtects & Engineers 2636 Century ParhWay Suite Eight Hundred Atlanta, Georgia 30345 (4 O 4) 6 3 3 - 8 9 9 8 Fa x,633 -7'211 0 S 0 r 0 0 8 0 DESIGNED BY: WBH REVIEWER: JCE JOB NO: 20256 V 8 .1 ALARM GENERAL NOTES A. PROVIDE WIRING IN 3/4" CONDUIT MINIMUM. B. MOUNT HORN /STROBE AND STROBE UNITS WITH THE BOTTOM OF THE BACKBOX AT 80" AFF OR 6" BELOW THE CEILING, WHICHEVER IS LOWER. C. MOUNT MANUAL PULL STATIONS WITH THE TOP OF THE BACKBOX AT 48" AFF. D. ALL FIRE ALARM 120 VAC POWER SHALL BE DEDICATED. E. ALL CIRCUITS SHALL BE POWER LIMITED. F. DETECTORS SHOULD NOT BE LOCATED IN DIRECT AIR OR CLOSER THAN 3FT FROM AN AIR SUPPLY DIFFUSER. G. PROVIDE CONNECTIONS TO THE LIGHT AND POWER SERVICE IN ACCORDANCE WITH NFPA 72 -1996, SECTION 1- 5.2.5.2. H. ALL INITIATING DEVICE CIRCUITS SHALL BE 18 AWG MINIMUM. I. ALL NOTIFICATION DEVICE CIRCUITS SHALL BE 14 AWG MINIMUM. J. INITIATING CIRCUIT WIRING SHALL BE CLASS "B ". K. THE DESIGN SHOWN IS A PERFORMANCE DESIGN. IT ILLUSTRATES GENERAL DESIGN CRITERIA ONLY. IT IS THE RESPONSIBILITY OF THE INSTALLATION CONTRACTOR TO PROVIDE ANY ADDITIONAL EQUIPMENT REQUIRED TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS. L. THE FIRE /SMOKE DETECTORS FOR THE NEW ANUS ARE FACTORY INSTALLED. DRAWING /DETAIL REFERENCE KEY F MANUAL PULL STATION DRAWING /DETAIL NUMBER 1- r I \l I 1/F1.0 F1.0 FLU 1 SMOKE DETECTOR MOUNTED AT CEILING LEVEL (SEE 2/F1.0) SHEET NUMBER ON WHICH DRAWN ON DRAWING /DETAIL IS CALLED OUT FIRE ALARM LEGEND SYSTEM OUTPUTS / VISUAL UNIT (NO. INDICATES THE MINIMUM F MANUAL PULL STATION / \ CANDELA RATING) FACP FUNC 1 SMOKE DETECTOR MOUNTED AT CEILING LEVEL (SEE 2/F1.0) (NO.) A ZO ALARM BELL AND STROBE O SMOKE DETECTORS UNDERFLOOR (SEE 1/F1.0) CONTROL MODULE U X Z DUCT MOUNTED SMOKE DETECTOR WITH AUXILIARY CONTACTS M MONITOR MODULE / AUDIBLE /VISUAL UNIT (NO. INDICATES THE / MINIMUM CANDELA RATING) R CONTROL RELAY IFS I WATER SPRINKLER FLOW SWITCH O PREACTION SOLENOID ITS I WATER SPRINKLER TAMPER SWITCH © PREACTION LOW AIR SWITCH SYSTEM INPUT SYSTEM OUTPUTS A B CONTROL UNIT ANNUNCIATION NOTIFICATION CONTROL FUNCTIONS FACP FUNC SYSTEM INPUT e / / * / ° /'= / /'*'/&5/ / / / /P /CS /' / /CT /`J/ , A B C D E F G H I J K L M N O P R S T U ALARM DEVICES 1 MANUAL FIRE RELEASE STATION • • • • • • • 1 2 SMOKE DETECTOR (WITH 60 SEC. ALARM VERIFICATION) • • • • • • • 2 3 UNDERFLOOR SMOKE DETECTOR (WITH 60 SECOND ALARM VERIFICATION) • • • • • • • 3 4 ANY OTHER ALARM DEVICE ACTIVATED DURING VERIFICATION PERIOD • • • • • • • 4 SUPERVISORY DEVICES 5 DUCT DETECTORS (SUPPLY SIDE) • • • ` • • 5 6 DUCT DETECTORS (RETURN SIDE) • • • • • 6 TROUBLE FUNCTIONS 7 FIRE ALARM AC POWER FAILURE • • • • 7 8 FIRE ALARM SYSTEM LOW BATTERY • • • 8 PANEL FUNCTIONS 9 SYSTEM SILENCE • • • • 9 10 SYSTEM RESET • 10 11 11 A B C D E F G H I J K L M N O P R S T U 0 co BOND DETECTOR JUNCTION TO THE NEAREST GROUNDED FLOOR PEDISTAL. GROUND CONDUCTOR TO BE #4 AWG. ACCESSIBLE FLOOR TWO 1/4" ANCHOR BOLT SCALE: NOT TO SCALE ANGLE �? SUPPORT FLOOR FLU F1.0 SCALE: NONE TYPICAL UNDERFLOOR DETECTOR DETAIL SMOKE DETECTOR CONDUIT BODY EMT rTh_FIRE ALARM SEQUENCE OF OPERATIONS FIRE ALARM ANNUNCIATOR PANEL SCALE: NOT TO SCALE FIRE ALARM CONTROL PANEL AIR SAMPLING SYSTEM INTERFACE PANEL L E L cC cc AHU SHUTDOWN AIR SAMPLING SYSTEM INTERFACE PANEL C FIRE PROTECTION SYSTEM SCHEMATIC DIAGRAM g ti� • 2 A, O k' 0 �,� t7 O -cr? -CV �� Q �' 2`0 Quo O = O J _� o O O Q O ' ' ,L',) ,S2' h 4, • Is ° �, Q C v J v o 4` �2 • 2 Z oo v ' `. <� � Q C 2 ° 4' e ,-2 Q� ° ��, , O 02 v h = C v Q `� v, P �g V 4' a O OJ O = a = 2 G = c O `` o � o � V o �� �, O sijI/; � ° 4, (v - 4'Q O g am � <.' G, J `\� _° Q s `JQ Q3�JQ 4s J Q S o' c2 °= EXPIR NOTES 1. SEE DWGS F5.1, F9.0 AND F9.1 FOR SYSTEM SPECIFICATIONS. 2. FIRE PROTECTION ZONES AND SYSTEM TYPES ARE DESCRIBED ON DRAWINGS F3.1 AND F3.2. 3. IONIZATION AND VESDA SENSOR, AND OTHER EQUIPMENT LOCATIONS ARE SHOWN ON DRAWINGS F6.1 AND F6.2. 11 SMOKE DETECTOR 4" SQUARE JUNCTION BOX 3 F1.0 F1.0 ESCALE: XPOSED NOT TO SCALE STRUCTURE DETECTOR DETAIL 1 N F L O W Uptime all the time. 998 k Street Suite Three Hundred Denver, Colorado 80204 (303,942-327S Fax, 942-2803 Wipany Architects & Engineers 2698 Century Parkway Suite' Eight Hundred Atlanta, Georgia 911846 0049693 -8996 Pax , 6 3 9 - 7 1 1 1 DESIGNED BY: JCE REVIEWER: WBH JOB NO: 20256 F1.0 ZONE 1A WET PIPE AREA: 10,643 SOFT FIRE PROTECTION DATA - FIRST FLOOR ZONE 1A: OFFICES, BATHROOM, ADMIN, ETC. OCCUPANCY CLASSIFICATION: LIGHT HAZARD SPRINKLER SYSTEM DESCRIPTION: AUTOMATIC WET PIPE DENSITY: 0.10 GPM /SQ. FT. HYDRAULIC REMOTE AREA: 1500 SOFT. SPRINKLER ORIFICE SIZE: 1 /2" (QUICK RESPONSE) HOSE STREAM ALLOWANCE: 100 GPM DURATION OF SUPPLY: 30 MIN. ZONE 2: BATTERY, TECHNICAL AREA OCCUPANCY CLASSIFICATION: ORDINARY HAZARD, GROUP 2 SPRINKLER SYSTEM DESCRIPTION: DOUBLE INTERLOCK PREACTION DENSITY: 0.20 GPM /SQ. FT. HYDRAULIC REMOTE AREA: 1500 SOFT. SPRINKLER ORIFICE SIZE: 1/2" (QUICK RESPONSE) HOSE STREAM ALLOWANCE: 100 GPM DURATION OF SUPPLY: 30 MIN. O CONTRACTOR SHALL CONDUCT HIS OWN FLOW TEST AND BASE HIS HYDRAULIC CALCULATIONS ON ACTUAL FLOW CONDITIONS. 0 HYDRAULIC CALCULATIONS SHALL BE PROVIDED FOR EACH ZONE AS SEPARATE EVENTS. 03 ENTIRE BUILDING SHALL BE 100% SPRINKLED IN ACCORDANCE WITH NFPA REQUIREMENTS, DRAWINGS AND SPECIFICATIONS. 04 THE MAXIMUM DISTANCE BETWEEN SPRINKLERS, EITHER ON BRANCH LINES OR BETWEEN BRANCH LINES SHALL BE 12 FT. SCALE: 1/16" = 1' -0" FIRST FLOOR PLAN E XPIRED NOTES D2- 000 3/7 1, SEE DWGS F5,1, F9,0 AND F9,1 FOR SYSTEM SPECIFICATIONS. EXISTING FIRE WATER 8" RISER. PROVIDE ONE WET PIPE SPRINKLER RISER AND TWO PREACTION RISERS. RE 1/F5.1. 16 ZONE 2 PRE - ACTION AREA: 24,622 SOFT 0 16 SCALE: 1/16" = 1' -0" 32 1 I N F L O W Uptime all the time. 938 k Street Suite, Three Hundred Hamer, Colorado 80284 (303,942-327S Fax. 942-2803 W invany Architects & Engineers 2636 Century Parkway Sulte Eight Hundred Atlanta, Georgia 30346 (404)633 -6996 1,131633-7211 V_1 8 11l DESIGNED BY: JCE REVIEWER: WBH JOB NO: 20256 0 DOUBLE INTERLOCK PREACTION SYSTEM A: GENERAL: PROVIDE AND INSTALL AN APPROVED DOUBLE INTERLOCK PREACTION SPRINKLER SYSTEM, CONSISTING OF CLOSED SPRINKLER HEADS, PIPING, FITTINGS, VALVES, HANGERS, EMERGENCY PULL STATIONS AS REQUIRED. (1) PROVIDE A RELEASING CONTROL PANEL AND DETECTORS AS REQUIRED FOR A COMPLETE AND FUNCTIONING SYSTEM. SYSTEM SHALL BE IN FULL ACCORDANCE WITH THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. B: OPERATION: TO FLOW WATER INTO THE SYSTEM; TWO SEPARATE EVENTS MUST TAKE PLACE. THE DRY PILOT ACTUATOR CAN ONLY BE OPENED BY THE LOSS OF SYSTEM AIR PRESSURE AND THE SOLENOID VALVE MUST BE OPENED BY PROPERLY ACTIVATING THE CONTROL PANEL. A DETECTOR OR DETECTORS OPERATING WILL CAUSE THE PANEL TO GO INTO ALARM, BUT WITHOUT AN ACCOMPANYING LOSS OF AIR AND OPENING OF THE DRY PILOT ACTUATOR THE DELUGE VALVE WILL REMAIN CLOSED. THE LOSS OF AIR PRESSURE ALONE WILL CAUSE A TROUBLE ALARM IN THE PANEL, BUT WITHOUT AN ACCOMPANYING DETECTOR IN ALARM, THE SOLENOID VALVE WILL NOT OPEN. THE PRESSURE IN THE PUSH ROD CHAMBER IS NOT RELEASED UNTIL BOTH A DETECTOR IS IN ALARM CAUSING THE PANEL TO OPEN THE SOLENOID VALVE AND THE DRY PILOT VALVE HAS OPENED DUE TO LOSS OF AIR IN THE SYSTEM PIPING. THEN AND ONLY THEN IS THE WATER IN THE PUSH ROD CHAMBER VENTED TO DRAIN, ALLOWING THE DELUGE VALVE TO OPEN. ONLY THEN DOES WATER FLOW INTO THE SYSTEM PIPING. THIS REQUIREMENT FOR BOTH A DETECTOR AND A SPRINKLER TO OPERATE BEFORE THE DELUGE VALVE RELEASES WATER INTO A PREACTION SYSTEM ASSURES MAXIMUM PROTECTION AGAINST THE INADVERTENT WATER FLOW BEFORE A SPRINKLER OPERATES. WHEN THE CONTAINED AIR PRESSURE IS RELEASED, THE WATER COMING INTO THE PUSH ROD CHAMBER RESTRICTED BY THE BUILT -IN ORIFICE CANNOT KEEP UP WITH THE PRESSURE BEING VENTED TO THE DRAIN. WHEN PRESSURE IN THE PUSH ROD CHAMBER DROPS SUFFICIENTLY, THE DELUGE VALVE WILL TRIP AND WATER WILL FLOW INTO THE SPRINKLER PIPING. THE RELEASING PANEL IS LOCKED INTO THE ALARM MODE AND THE SOLENOID WILL REMAIN OPEN UNTIL THE DETECTOR RETURNS TO NORMAL AND THE PANEL IS RESET. THE SYSTEM SHOULD BE PRESSURIZED CLOSING THE DRY PILOT ACTUATOR BEFORE THE PANEL IS RESET AND THE SOLENOID CLOSED. C: COMPONENTS: THE FOLLOWING COMPONENTS ARE REQUIRED FOR THE DOUBLE INTERLOCK PREACTION SYSTEM. (1) DELUGE VALVE: THE LATCHING DELUGE VALVE IS THE AUTOMATIC WATER FLOW CONTROL VALVE THAT CONTROLS THE FLOW OF WATER INTO THE PIPING SYSTEM. THE RELEASE OF PRESSURE FROM THE PRESSURIZED PUSH ROD CHAMBER OPENS THE VALVE AND ALLOWS THE FLOW OF WATER INTO THE PIPING SYSTEM. VALVE SHALL BE A LATCHING TYPE AND CAPABLE OF EXTERNAL RESET. (2) AIR CHECK VALVE: LOCATED ABOVE THE DELUGE VALVE, THE 250 PSI AIR CHECK VALVE SHALL BE CAPABLE OF HOLDING THE AIR PRESSURE IN THE SYSTEM WITHOUT PRIMING WATER AND PROVIDE TAPPED OUTLETS FOR THE AIR LINE, AUXILIARY DRAIN AND GAUGES. WITHOUT THE AIR CHECK VALVE THE AIR IN THE SYSTEM WOULD ESCAPE FROM THE ALARM LINE OR THE BALL DRIP VALVE. (3) DRY PILOT ACTUATOR: THE DRY PILOT ACTUATOR IS THE DEVICE THAT ISOLATES THE WATER PRESSURE CONTAINED IN THE DELUGE VALVE TRIM, FROM THE AIR PRESSURE IN THE SSYSTEM. THE DRY PILOT LINE ACTUATOR IS A QUICK OPENING VALVE THAT IS HELD CLOSED BY THE AIR PRESSURE IN THE SYSTEM. THE LOSS OF AIR IN THE SYSTEM WILL CAUSE THE DRY PILOT ACTUATOR TO OPEN. IF A DETECTOR HAS ALARMED AND CAUSED THE RELEASING CONTROL PANEL TO OPEN THE SOLENOID VALVE, THE OPENING OF THE DRY PILOT ACTUATOR WILL REDUCE THE PRESSURE IN THE PUSH ROD CHAMBER. THE LOSS OF PRESSURE IN THE PUSH ROD CHAMBER WILL OPEN THE DELUGE VALVE AND ALLOW WATER INTO THE PIPING SYSTEM. (4) TRIM: THE TRIM PACKAGE PROVIDES THE PIPE, FITTINGS, NIPPLES AND VALVES REQUIRED TO OPERATE THE VALVE. (5) AIR SUPPLY: PROVIDE AND INSTALL A SUFFICIENTLY SIZED TANK MOUNTED AIR COMPRESSOR WITH PRESSURE SWITCH, GAGE AND AN APPROVED AIR MAINTENANCE DEVICE. THE AIR MAINTENANCE DEVICE SHALL INCLUDE STRAINER, REGULATOR, CHECK VALVE, SHUT OFF VALVES AND BYPASS VALVE. FACTORY OR OWNERS AIR SUPPLY WITH AN AIR MAINTENANCE DEVICE CAN BE USED IF THE AIR SUPPLY IS AVAILABLE 24 HOURS A DAY FOR 365 DAYS A YEAR. IT IS CRITICAL THAT THE AIR SUPPLY BE AVAILABLE 24 HOURS A DAY FOR EACH DAY OF THE YEAR. (A)B -1 GAST OILESS PISTON AIR COMPRESSOR, WITHOUT BELTS OR PULLEYS, SIZED FOR THE CAPACITY OF THE SYSTEM TO PROVIDE SUFFICIENT AIR PRESSURE TO SUPERVISE THE SPRINKLER PIPING AND OPERATE THE TRIPPING DEVICES. THE AIR COMPRESSOR SHALL BE PROVIDED WITH A TANK SIZED TO PROVIDE SUFFICIENT BACKUP FOR THE SYSTEM. THE TANK MOUNTED AIR COMPRESSOR IS REQUIRED TO PROVIDE SUFFICIENT VOLUME OF AIR AS BACK UP AND TO PREVENT EXCESSIVE CYCLING OF THE AIR COMPRESSOR. TANK PACKAGE SHALL INCLUDE ASME CODED TANK MOUNTED AIR COMPRESSOR INCLUDING GAUGE, START /STOP PRESSURE SWITCH, SHUT OFF VALVE, DRAIN VALVE, AND SAFETY VALVE. COMPRESSOR SHALL PROVIDE OIL FREE AIR WITH NO LUBRICATION REQUIRED WITH CORROSION RESISTANT PARTS AND A REGARDLESS OF REASON GUARANTEE. (6) DETECTORS: THE DETECTION SYSTEM SHALL BE CAPABLE OF EMPLOYING ANALOG PHOTOELECTRIC SMOKE SENSORS, ANALOG IONIZATION SMOKE SENSORS, ANALOG THERMAL SENSORS, AND AIR SAMPLING DETECTORS. AUTOMATIC OPERATION OF EACH PROTECTED AREA SHALL BE AS FOLLOWS: 1. ACTUATION OF AN AIR SAMPLING DETECTOR SHALL: A. ILLUMINATE THE ALARM LAMP ON THE CONTROL PANEL B. DISPLAY INFORMATION ON THE CONTROL PANEL IDENTIFYING THE ALARM ZONE AND THE LEVEL OF ALARM. 2. ACTUATION OF ONE (1) ANALOG SMOKE SENSOR SHALL: A. ILLUMINATE THE "ALARM" LAMP ON THE CONTROL PANEL FACE. B. SOUND AN ALARM BELL. C. DISPLAY INFORMATION IDENTIFYING AND LOCATING THE DEFECTOR IN ALARM. D. TRANSFER RELAY CONTACTS WHICH CAN PERFORM AUXILIARY SYSTEM FUNCTIONS SUCH AS: 1. OPERATE A DOOR HOLDER /CLOSURES ON ACCESS DOORS. 2. TRANSMIT A SIGNAL TO A FIRE ALARM SYSTEM AND /OR MONITORING SYSTEM. 3. LIGHT AN INDIVIDUAL LAMP ON AN OPTIONAL GRAPHIC ANNUNCIATOR. 3. ACTUATION OF A 2ND ANALOG SMOKE SENSOR SHALL: A. ENERGIZE AN ALARM HORN /STROBE DEVICE.(PULSATING TONE) B. DISPLAY INFORMATION IDENTIFYING AND LOCATING THE DETECTOR IN ALARM. C. SHUT DOWN THE HVAC SYSTEM AND /OR CLOSE DAMPERS. D. START THIRTY (30) SECOND PRE - DISCHARGE TIME DELAY SEQUENCE. E. LIGHT AN INDIVIDUAL LAMP ON AN OPTIONAL GRAPHIC ANNUNCIATOR.' 4. AFTER COMPLETION OF THE PRE- DISCHARGE TIME DELAY SEQUENCE, THE SYSTEM SHALL DISCHARGE AND THE FOLLOWING SHALL OCCUR: A. DISPLAY A "SYSTEM DISCHARGE" ON THE CONTROL PANEL LCD. B. SHUTDOWN OF ALL POWER TO HIGH - VOLTAGE EQUIPMENT. C. ENERGIZE AN ALARM STROBE OUTSIDE THE HAZARD IN WHICH THE DISCHARGE OCCURRED. D. CHANGE PULSATING HORN /STROBE TO STEADY TONE. 5. OPERATION OF A MANUAL DEVICE SHALL DUPLICATE THE "VERIFIED DETECTION" SEQUENCE DESCRIPTION ABOVE EXCEPT THAT THE TIME DELAY AND ABORT FUNCTIONS SHALL BE BYPASSED. THE MANUAL DISCHARGE STATION SHALL BE OF THE ELECTRICAL ACTUATION TYPE, SUPERVISED AT THE MAIN CONTROL PANEL AND LOCATED AT EACH EXIT DOOR FROM THE HAZARD AREA. (7) RELEASING (ACTUATION) CONTROL PANEL SHALL BE: FIKE, CHEETAH CONTROL SYSTEM PANEL. SEE DWG F9.1. (8) SOLENOID VALVE: THE SOLENOID VALVE IS PART OF THE CONTROL OF THE RELEASE OF WATER PRESSURE FROM THE PUSH ROD CHAMBER (4 "). WHEN THE RELEASING PANEL RECEIVES A SIGNAL FROM A DETECTOR IN ALARM, THE PANEL POWERS THE OPENING OF THE SOLENOID VALVE AND CONTINUES TO KEEP THE SOLENOID VALVE OPEN AS LONG AS THE PANEL IS IN THE ALARM MODE. HOWEVER, THE PRESSURE WILL NOT BE RELEASED FROM THE PUSH ROD CHAMBER UNTIL THE LOSS OF AIR PRESSURE OPENS THE DRY PILOT ACTUATOR. WHEN THE DETECTION ALARM CONDITION IS CORRECTED AND THE PANEL RESET, THE SOLENOID WILL CLOSE. NOTE, THE SOLENOID VALVE WILL REMAIN IN THE OPEN POSITION UNTIL THE DETECTORS ARE OUT OF THE ALARM CONDITION AND THE PANEL IS RESET. THE DELUGE VALVE SHOULD BE RESET PRIOR TO RESETTING THE PANEL. THE SOLENOID VALVE IS NORMALLY CLOSED AND REQUIRES POWER FROM THE RELEASING PANEL TO OPEN. THE CIRCUIT TO THE SOLENOID VALVE MUST BE SUPERVISED AND THE RELEASING PANEL MUST PROVIDE BATTERY BACK UP TO PROVIDE THE NECESSARY POWER AND SUPERVISION. (SOLENOID VALVE IS INCLUDED IN TRIM PACKAGE). D: MATERIAL: MATERIALS AND EQUIPMENT SHALL BE STANDARD PRODUCTS AND LISTED BY UNDERWRITERS LABORATORY AND /OR FACTORY MUTUAL AND SHALL PERFORM AS A SINGLE SYSTEM. ALL COMPONENTS SHALL BE APPROVED BY THE AUTHORITY HAVING JURISDICTION. FIELD FABRICATED EQUIPMENT ALL NOT BE ACCEPTED AND WILL BE GROUNDS FOR SYSTEM REJECTION. ALL NECESSARY EQUIPMENT FOR THE PROPER FUNCTION OF THE EQUIPMENT SHALL BE PROVIDED TO INSURE THE FULL AND COMPLETE OPERATION OF THE SYSTEM. CONTRACTOR TO PROVIDE ALL REQUIRED TAMPER AND SUPERVISORY AS WELL AS ALL PRESSURE SWITCHES AND ELECTRICAL BELLS REQUIRED. ALL WIRING SHALL MEET THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, NFPA 72 AND ALL STATE AND LOCAL CODES. (1) ALL DETECTION WIRING, CONDUIT, DETECTORS, AND RELATED DETECTION MATERIAL SHALL BE PROVIDED BY THE SPRINKLER CONTRACTOR. THE POWER WIRING TO THE PANEL SHALL BE PROVIDED UNDER DIVISION 16 AND COORDINATED WITH FM200 CONTRACTOR PRIOR TO INSTALLATION AND PURCHASE OF MATERIALS. E: PLANS, DRAWINGS, AND MANUALS: THE CONTRACTOR SHALL PROVIDE PRIOR TO INSTALLATION SHOP DRAWINGS FOR APPROVAL INDICATING ALL SYSTEM COMPONENTS, PIPING LOCATIONS, PANEL AND DETECTOR LOCATIONS. THESE DRAWINGS SHALL BE NO SMALLER THAN 1/8 (3.2 MM). A MATERIAL SUBMITTAL SHOWING THE PRODUCT DETAILS AND WIRING INFORMATION SHALL BE SUBMITTED IN A BOUND THREE -RING BINDER FOR APPROVAL PRIOR TO THE INSTALLATION. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL PROVIDE AS -BUILT DRAWINGS SHOWING THE INSTALLED LOCATION OF ALL PIPING AND ANY CHANGES MADE FROM THE INSTALLATION SHOP DRAWINGS. THE AS -BUILT DRAWINGS SHALL BE ACCURATE AND CORRECT. THE CONTRACTOR SHALL PROVIDE AS MANY COPIES AS SPECIFIED BUT NO LESS THAN TWO COPIES SHALL BE PROVIDED TO THE OWNER. LOW PRESSURE ALARM SWITCH AIR MAINTENANCE DEVICE COMPRESSOR DRY PILOT ACTUATOR FINISHED FLOOR TO WET PIPE RISER 22 EXISTING 8" MAIN NOTES 1. SEE DWG F1.0 FOR GENERAL NOTES AND LEGEND. TO SPRINKLER HEADS -_ • PRESSURE GAUGE (TYP) FILL CUP 0 ENOID VALVE BALL VALVE (TYP) TO DRIP UP II WATER SUPPLY O Ai r SYSTEM DRAI \ ". DRAIN TO OS &Y GATE VALVE (TYP DRAIN TO OUTSIDE ' 1 PREACTION RISER DIAGRAM F3.1 F5.1 SCALE: NONE SPRINKLER ALARM BELL UTSIDE FIRE DEPT CONNECTION FLOW SWITCH RISER CHECK VALVE Doc ( EXPIRED F: TESTING, AND OPERATIONS AND MAINTENANCE MANUALS: UPON COMPLETION OF THE INSTALLATION, THE CONTRACTOR SHALL CONDUCT A FUNCTIONAL AND TRIP TEST TO DEMONSTRATE THE OPERATION OF THE SYSTEM. IN ADDITION THE CONTRACTOR SHALL ALSO CONDUCT ALL TESTS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. THE COMPLETED SYSTEM SHALL BE APPROVED BY THE AUTHORITY HAVING JURISDICTION AND SHALL FUNCTION AS REQUIRED TO PROTECT THE PROPERTY AS SHOWN ON THE PLANS AND AS SPECIFIED. IN ADDITION, THE CONTRACTOR IS TO PROVIDE A TRAINING CLASS TO FAMILIARIZE THE OWNER" PERSONNEL WITH THE SYSTEM COMPONENTS, SYSTEM FUNCTIONS, AND ALL RECOMMENDED PROCEDURES G: FINAL SUBMITTAL OF COMPLETED DOCUMENTS: CONTRACTOR SHALL FURNISH A LIST OF ALL EQUIPMENT ITEM, MODEL AND SERIAL NUMBERS AS WELL AS PARTS LIST ANNOTATED FOR THE PARTICULAR INSTALLATION. CONTRACTOR SHALL FURNISH MARKED AS BUILT PLANS DESCRIBED ABOVE AS WELL AS TWO COPIES OF A DETAILED OPERATIONS AND MAINTENANCE MANUAL EXPLAINING THE OPERATION OF THE SYSTEM COMPLETE WITH ALL NECESSARY DIAGRAMS, PROCEDURES AND SPARE PARTS LIST REQUIRED. CONTRACTOR SHALL DELIVER ALL APPROVED PERMITS, DOCUMENTS OR OTHER PAPERWORK REQUIRED TO GIVE • THE OWNER PROOF THAT THE SYSTEM MEETS ALL NFPA STANDARDS, FEDERAL, STATE AND LOCAL CODES. 1 N F L O W Uptime all the time. 338 eannook Street Suite Three Hundred Denver, Colorado 00204 (303,942-3275 Fax. 942-2603 costr pa Architects & Engineers 2636 Century Parkway Salta eight Hundred Atlanta, Georgia 30345 004))633-0096 Fax . 6 3 3 - 7 2 1 1 S °o 0 8 DESIGNED BY: ,ICE REVIEWER; WBH JOB NO: 20256 Cn z CD H= U Li U Lin 0 (� • ECEIV CITY OF TUK WILA IT CENTER Drawing location: L:\ DWG\ Inflow\ 20256-1\ dwg\ F61.dwg r SEATTLE, WA DATA CENTER FIRE DETECTION/ ALARM ZONE PLAN - FIRST FLOOR Date Plotted:08NIOV-2000 11:45:37 AM Ak 4 1 .. • ■ ! VI z z ij eiLi ' D r 11'-' • IN 7 — 1 -1----- ' ----- g -- [ ' i et • , ti••• • • I ! ^ ^ v NO. DATE 10/25/00 11/08/00 REVISIONS PROGRESS SET ISSUED FOR CONSTRUCTION DRAWING IS HALF SCALE IF 1 1" x 1 7" 1 0 z 0 z 0 2 r7 0 0 VESDA SMOKE DETECTION SYSTEM A SEPARATE VERY EARLY SMOKE DETECTION SYSTEM SHALL BE PROVIDED FOR EACH FLOOR AS INDICATED ON SHEETS F6.1 AND F6.2. DETECTORS SHALL BE VESDA LASERPLUS. 1. DETECTOR ASSEMBLY A. THE DETECTOR, FILTER AND ASPIRATOR SHALL BE HOUSED IN A MOUNTING BOX AND SHALL BE ARRANGED IN SUCH A WAY THAT AIR IS DRAWN FROM THE HAZARD AREA THROUGH THE DUAL STAGE FILTER AND DETECTOR BY THE ASPIRATOR. B. THE DETECTOR SHALL BE LASER —BASED TYPE AND SHALL HAVE AN OBSCURATION SENSITIVITY RANGE OF 0.0015 TO 6 % PER FOOT. C. THE DETECTOR SHALL INCORPORATE FACILITIES TO TRANSMIT DETECTOR FAULT AND AIR FLOW FAULT CONDITIONS. D. THE FILTER SHALL BE A DUAL STAGE DISPOSABLE UNIT. THE FIRST STAGE SHALL BE CAPABLE OF FILTERING PARTICLES IN EXCESS OF 20 MICRONS FROM THE AIR SAMPLE. THE SECOND STAGE SHALL BE ULTRA CLEAN, FILTERING PARTICLES IN EXCESS OF .03 MICRONS AND ROUTED ACROSS THE DETECTOR CHAMBERS RECEIVING OPTICS , CREATING A CLEAN WASH TO PREVENT CONTAMINATION AND INCREASE RELIABILITY. E. THE ASPIRATOR MOTOR SHALL BE A PURPOSE —BUILT ROTARY VANE AIR PUMP. IT SHALL BE CAPABLE OF ALLOWING FOR MULTIPLE SAMPLING PIPE RUNS UP TO 300 FEET EACH (4 PIPE RUNS PER DETECTOR) WITH A RESPONSE TIME OF LESS THAN 120 SECONDS, PER NFPA 72. F. THE DETECTOR ASSEMBLY SHALL CONTAIN RELAYS FOR ALARM AND FAULT CONDITIONS. THE RELAYS SHALL BE SOFTWARE PROGRAMMABLE TO THE REQUIRED FUNCTIONS OF THE CUSTOMER, NFPA STANDARDS, APPROVAL BODIES AND THE AUTHORITY HAVING JURISDICTION. G. THE DETECTOR ASSEMBLY SHALL BE ABLE TO BE SURFACE MOUNTED TO A WALL OR RECESSED INTO A WALL CAVITY. H. THE DETECTOR ASSEMBLY SHALL HAVE BUILT —IN DATA AND EVENT LOGGING, INCLUDING SMOKE LEVELS AND FAULT MONITORING AT USER — SPECIFIED TIME INTERVALS, WITH UP TO 18,000 EVENTS PER DETECTOR (ZONE) CAPABILITY. 2. HIGH LEVEL INTERFACE A. A HIGH LEVEL INTERFACE (FIKE P/N 68 -023) SHALL BE PROVIDED TO CONNECT VESDA LASERPLUS DETECTORS TO THE CHEETAH CONTROL PANEL. B. THE HIGH LEVEL INTERFACE SHALL SUPPORT BI— DIRECTIONAL COMMUNICATION BETWEEN THE CHEETAH CONTROL PANEL AND EACH LASERPLUS DETECTOR. C. THE HIGH LEVEL INTERFACE SHALL PROVIDE FOR SUPERVISION OF EACH LASERPLUS DETECTOR IN SUCH A MANNER THAT ANY TROUBLE, PRE —ALARM OR ALARM CONDITION OCCURRING AT THE DETECTOR IS REPORTED AND DISPLAYED ON THE CHEETAH CONTROL PANEL. SEPARATE AIR SAMPLING DISPLAYS SHALL NOT BE PERMITTED. D. THE HIGH LEVEL INTERFACE SHALL PROVIDE FOR RESET AND ACKNOWLEDGE FUNCTIONS AT EACH LASERPLUS DETECTOR FROM THE CHEETAH CONTROL PANEL. E. THE CONNECTION BETWEEN THE HIGH LEVEL INTERFACE AND THE CHEETAH CONTROL PANEL SHALL BE VIA RS -232 PORTS F. THE CONNECTION BETWEEN THE HIGH LEVEL INTERFACE AND THE LASERPLUS DETECTORS SHALL BE VIA RS -485 PORTS USING SPECIAL RS -485 CABLE. G. THE HIGH LEVEL INTERFACE SHALL BE HOUSED IN A STEEL ENCLOSURE MEASURING 6" X 12" X 4 ". 3. SAMPLING PIPE NETWORK A. THE MAIN SAMPLING PIPES SHALL BE NONMETALLIC (OR METALLIC, IF REQUIRED BY USER OR AHJ), OF 3/4" TO 1" DIAMETER, AND SHALL BE IDENTIFIED AS FIRE DETECTION SAMPLING PIPE AT INTERVALS NOT EXCEEDING THE USER SPECIFICATIONS OR NFPA GUIDELINES. B. THE FAR END OF EACH TRUNK OR BRANCH LINE SHALL BE FITTED WITH AN END CAP AND DRILLED WITH A HOLE APPROPRIATELY SIZED TO ACHIEVE THE PERFORMANCE AS SPECIFIED AND AS CALCULATED BY THE SYSTEM DESIGN. C. ALL JOINTS SHALL BE AIR TIGHT AND MADE BY USING SOLVENT CEMENT, EXCEPT AT ENTRY TO DETECTOR MOUNTING BOX. D. ALL PIPE SHALL BE SUPPORTED AT LEAST EVERY FIVE (5) FEET. E. SAMPLING HOLES OF AT LEAST 5/64" DIAMETER SHALL BE SEPARATED AT INTERVALS OF NOT MORE THAN THIRTY (30) FEET ALONG THE LENGTH OF THE PIPE. THESE INTERVALS MAY VARY ACCORDING TO CALCULATIONS. F. EACH SAMPLING POINT SHALL BE IDENTIFIED IN ACCORDANCE WITH NFPA STANDARDS. G. WHERE FALSE CEILINGS ARE INSTALLED, THE SAMPLING PIPE SHALL BE INSTALLED ABOVE THE CEILING, AND CAPILLARY SAMPLING POINTS SHALL BE INSTALLED ON THE CEILING AND CONNECTED BY MEANS OF A CAPILLARY TUBE. THE TUBE SHALL BE VISION SYSTEMS P/N E700 —TUBE OR EQUIVALENT. H. THE MAXIMUM LENGTH OF THE CAPILLARY TUBE SHALL BE TWELVE (12) FEET. I. THE CAPILLARY TUBE SHALL TERMINATE AT A CEILING SAMPLING POINT. THE SAMPLING POINT SHALL BE VISION SYSTEMS P/N E700 —SP OR EQUIVALENT. J. A CONVENTIONAL TEE FITTING WITH 2 NPF FEMALE PORT SHALL BE PROVIDED IN THE MAIN SAMPLING PIPE FOR EACH CAPILLARY SAMPLING POINT. K. AIR SAMPLING PIPE NETWORK CALCULATIONS SHALL BE PROVIDED FROM A SAMPLING POINT ASPIRATION MODELING PROGRAM SUCH AS VESDA ASPIRE (V1.9 OR LATER). 4. ELECTRICAL INSTALLATION: A. ALL FIRE ALARM SYSTEM WIRING SHALL BE FURNISHED AND INSTALLED BY THE FIRE ALARM SYSTEM CONTRACTOR. 1) CONTROL AND OTHER PANELS SHALL BE MOUNTED WITH SUFFICIENT CLEARANCE FOR OBSERVATION AND TESTING. ALL FIRE ALARM JUNCTION BOXES MUST BE CLEARLY MARKED. 2) ALL CONDUIT, MOUNTING BOXES, JUNCTION BOXES AND PANELS SHALL BE SECURELY HUNG AND FASTENED WITH APPROPRIATE FITTINGS TO INSURE POSITIVE GROUNDING THROUGHOUT THE ENTIRE SYSTEM. 3) NO WIRING OTHER THAN THAT DIRECTLY ASSOCIATED WITH FIRE DETECTION, ALARM OR AUXILIARY FIRE PROTECTION FUNCTIONS SHALL BE PERMITTED IN FIRE SYSTEM CONDUITS. WIRING SPLICES ARE TO BE AVOIDED TO THE EXTENT POSSIBLE, AND IF NEEDED THEY MUST BE MADE ONLY IN JUNCTION BOXES AND SHALL BE CRIMP CONNECTED. 4) TRANSPOSING OR CHANGING COLOR CODING OF WIRES SHALL NOT BE PERMITTED. ALL CONDUCTORS IN CONDUIT CONTAINING MORE THAN ONE WIRE SHALL BE LABELED ON EACH END WITH "E —Z MARKERS" OR AN EQUIVALENT. CONDUCTORS IN CABINETS SHALL BE CAREFULLY FORMED AND HARNESSED SO THAT EACH DROPS OFF DIRECTLY OPPOSITE TO ITS TERMINAL. CABINET TERMINALS SHALL BE NUMBERED AND CODED. ALL CONTROLS, FUNCTION SWITCHES, ETC., SHALL BE CLEARLY LABELED ON EQUIPMENT PANELS. ALL WIRING SHALL BE CHECKED AND TESTED TO INSURE THAT THERE ARE NO GROUNDS, OPENS OR SHORTS. 5) ALL SYSTEM COMPONENTS SHALL BE SECURELY SUPPORTED INDEPENDENT OF THE WIRING. RUNS OF CONDUIT AND WIRING SHALL BE STRAIGHT, NEATLY ARRANGED, PROPERLY SUPPORTED, INSTALLED PARALLEL AND PERPENDICULAR TO WALLS AND PARTITIONS. 6) THE SIZES OF THE CONDUCTORS SHALL BE THOSE SPECIFIED BY THE MANUFACTURER. COLOR CODES SHALL BE USED. ALL WIRES SHALL BE TAGGED AT ALL JUNCTION POINTS AND SHALL BE FREE FROM GROUNDS AND CROSSES BETWEEN CONDUCTORS. FINAL CONNECTIONS BETWEEN EQUIPMENT AND THE SYSTEM WIRING SHALL BE MADE UNDER THE DIRECT SUPERVISION OF A FACTORY TRAINED REPRESENTATIVE. 7) ALL WIRING SHALL BE INSTALLED BY QUALIFIED INDIVIDUALS, IN A NEAT AND WORKMANLIKE MANNER, TO CONFORM TO THE NATIONAL ELECTRICAL CODE, ARTICLE 725, FOR CLASS 1 SIGNAL SYSTEMS, EXCEPT AS OTHERWISE PERMITTED FOR LIMITED ENERGY CIRCUITS, AS DESCRIBED IN NFPA 72 -1993 EDITION. WIRING INSTALLATION SHALL MEET ALL STATE AND LOCAL CODES. 8) THE COMPLETE SYSTEM ELECTRThAL; INSTALLATION, AND ALL AUXILIARY COMPONENTS, SHALL BE GROUNDED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 5. SYSTEM INSPECTION AND CHECKOUT: AFTER THE SYSTEM INSTALLATION HAS BEEN COMPLETED, THE ENTIRE SYSTEM SHALL BE CHECKED OUT, INSPECTED AND FUNCTIONALLY TESTED BY QUALIFIED, TRAINED PERSONNEL, IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED PROCEDURES AND NFPA STANDARDS. A. ALL PIPING SHALL BE CHECKED FOR PROPER MOUNTING AND INSTALLATION. B. ALL ELECTRICAL WIRING SHALL BE TESTED FOR PROPER CONNECTION, CONTINUITY AND RESISTANCE TO GROUND. C. ALL AIR SAMPLING PIPE, FITTINGS AND SAMPLE POINTS SHALL BE CHECKED FOR PROPER INSTALLATION AND LABELING. D. THE COMPLETE SYSTEM SHALL BE FUNCTIONALLY TESTED, IN THE PRESENCE OF THE OWNER OF HIS REPRESENTATIVE, AND ALL FUNCTIONS, INCLUDING SYSTEM AND EQUIPMENT INTERLOCKS, MUST BE OPERATIONAL AT LEAST FIVE (5) DAYS PRIOR TO THE FINAL ACCEPTANCE TESTS. 1) EACH DETECTOR SHALL BE TESTED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED PROCEDURES, AND TEST VALUES RECORDED. 2) ALL SYSTEM AND EQUIPMENT INTERLOCKS, SUCH AS DOOR RELEASE DEVICES, AUDIBLE AND VISUAL DEVICES, AND EQUIPMENT SHUTDOWNS, LOCAL AND REMOTE ALARMS, ETC. SHALL FUNCTION AS REQUIRED AND DESIGNED. 3) EACH CONTROL PANEL CIRCUIT SHALL BE TESTED FOR TROUBLE BY INDUCING A TROUBLE CONDITION INTO THE SYSTEM. 6. TRAINING REQUIREMENTS: PRIOR TO FINAL ACCEPTANCE, THE INSTALLING CONTRACTOR SHALL PROVIDE OPERATIONAL TRAINING TO EACH SHIFT' OF THE OWNERS PERSONNEL. EACH TRAINING SESSION SHALL INCLUDE SYSTEM CONTROL PANEL OPERATION, MANUAL AND ABORT FUNCTIONS, TROUBLE PROCEDURES, AUXILIARY FUNCTIONS AND EMERGENCY PROCEDURES. 7. OPERATION AND MAINTENANCE: PRIOR TO FINAL ACCEPTANCE, THE INSTALLING CONTRACTOR SHALL PROVIDE FOUR (4) COPIES OF OPERATION AND MAINTENANCE INSTRUCTION MANUALS TO THE OWNER. ALL ASPECTS OF SYSTEM OPERATION AND MAINTENANCE SHALL BE DETAILED, INCLUDING PIPING ISOMETRICS, WIRING DIAGRAMS OF ALL CIRCUITS, A WRITTEN DESCRIPTION OF THE SYSTEM DESIGN AND SEQUENCE OF OPERATION, DRAWING(S) ILLUSTRATING CONTROL LOGIC AND EQUIPMENT USED IN THE. SYSTEM. CHECKLISTS AND PROCEDURES FOR EMERGENCY SITUATIONS, TROUBLESHOOTING TECHNIQUES AND MAINTENANCE OPERATIONS AND PROCEDURES SHALL BE INCLUDED IN THE MANUAL. 8. AS —BUILT DRAWINGS: UPON COMPLETION OF EACH SYSTEM, THE INSTALLING CONTRACTOR SHALL PROVIDE FOUR (4) COPIES OF SYSTEM "AS—BUILT" DRAWINGS TO THE OWNER. THE DRAWINGS SHALL SHOW ACTUAL INSTALLATION DETAILS INCLUDING ALL EQUIPMENT LOCATIONS (I.E. CONTROL PANEL(S),, DETECTORS, ALARMS AND MANUALS, ETC.) AS WELL AS PIPING AND CONDUIT ROUTING DETAILS. SHOW ALL ROOM OR FACILITIES MODIFICATIONS. ONE (1) COPY OF REPRODUCIBLE ENGINEERING DRAWINGS SHALL BE PROVIDED REFLECTING ALL ACTUAL: INSTALLATION DETAILS. 9. ACCEPTANCE TESTS: A. AT THE TIME "AS- BUILT' DRAWINGS AND MAINTENANCE /OPERATIONS MANUALS ARE SUBMITTED, THE INSTALLING CONTRACTOR SHALL SUBMIT A "TEST PLAN" DESCRIBING PROCEDURES TO BE USED TO TEST THE SYSTEM(S). THE TEST PLAN SHALL INCLUDE A STEP —BY— STEP:'DESCRIPTION OF ALL TEST TO BE PERFORMED AND SHALL INDICATE THE TYPE AND LOCATION OF TEST APPARATUS TO BE EMPLOYED. THE TESTS SHALL DEMONSTRATE THAT THE OPERATIONAL AND INSTALLATION REQUIREMENTS OF THIS SPECIFICATION HAVE BEEN MET. ALL TESTS SHALL BE CONDUCTED IN THE • PRESENCE OF THE OWNER AND SHALL NOT BE CONDUCTED UNTI( THE TEST PLAN HAS BEEN APPROVED. B. THE TESTS SHALL DEMONSTRATE THAT THE ENTIRE CONTROL SYSTEM FUNCTIONS AS DESIGNED AND INTENDED. ALL CIRCUITS SHALL BE TESTED: AUTOMATIC ACTUATION, MANUAL ACTUATION, HVAC AND POWER SHUTDOWNS, AUDIBLE AND VISUAL ALARM DEVICES. SUPERVISION OF ALL PANEL CIRCUITS, INCLUDING AC POWER AND BATTERY POWER SUPPLIES, SHALL BE TESTED AND QUALIFIED. NOTES 1. SEE DWG F1.0 FOR GENERAL NOTES AND LEGEND. 3(7 EXPIRED 1 N F Law Uptime all the time. 990 Bannock Street Suite Three Hundred Denver, Colorado 80204 (303,942-3275 F ax , 942-2803 pa ny Architects & Engineers 2638 Century Parkway Suite Eight Hanwtrod Atlanta 3 3'!17 945 (4 O Q 6 3 3 - 6 9 30 9 8 P03.633-7311 B 8 0 DESIGNED BY JCE REVIEWER: WBH JOB NO: 20256 F9.0 o ` FIRE ALARM SYSTEM A. CONTROL EQUIPMENT 1. THE CONTROL PANEL SHALL BE A CHEETAH CONTROL SYSTEM (P /N 10- 052 -R -1), MANUFACTURED BY FIKE PROTECTION SYSTEMS OF BLUE SPRINGS, MISSOURI. THE CONTROL PANEL SHALL BE A MICRO - PROCESSOR BASED SYSTEM CAPABLE OF COMMUNICATING WITH THE FOLLOWING TYPE OF PERIPHERALS AND ACCESSORIES: ADDRESSABLE SMOKE SENSORS, ADDRESSABLE THERMAL SENSORS, ADDRESSABLE CONTACT MONITOR MODULES, ADDRESSABLE SUPERVISED OUTPUT MODULES, ADDRESSABLE RELEASING MODULES AND ADDRESSABLE RELAY MODULES. 2. SYSTEM CAPACITY AND GENERAL OPERATION A. THE SYSTEM SHALL BE CAPABLE OF COMMUNICATING WITH AND CONTROLLING UP TO 508 ANALOG ADDRESSABLE DEVICES AND SENSORS. THE SYSTEM SHALL SUPPORT UP TO 240 SOFTWARE ZONES FOR CONFIGURING INITIATING DEVICES AND OUTPUT FUNCTIONS. 3. THE SYSTEM SHALL RESPOND TO AN ALARM INITIATING DEVICE, INCLUDING ANALOG SMOKE SENSORS, WITHIN THREE (3) SECONDS FOR A FULLY - LOADED SYSTEM (508 DEVICES). RESPONSE TIMES SHALL BE MEASURED FROM THE ACTIVATION OF THE INITIATING DEVICE TO THE ACTIVATION OF THE ASSOCIATED NOTIFICATION APPLIANCE CIRCUIT. 4. THE SYSTEM SHALL PROVIDE AN ALARM, TROUBLE AND SUPERVISORY FORM C RELAY CONTACT RATED 2.0AMPS W 30VDC. 11. SIGNALING LINE CIRCUITS (SLC) A. EACH SLC SHALL PROVIDE POWER AND COMMUNICATION WITH UP TO 127 ANALOG ADDRESSABLE DEVICES. THE BASIC SYSTEM SHALL CONSIST OF TWO (2) SLCS (254 DEVICES TOTAL), WITH EXPANSION TO FOUR (4) SLCS (508 DEVICES TOTAL). EACH SLC SHALL BE CAPABLE OF MEETING THE WIRIN$ REQUIREMENTS OF NFPA 72, STYLE 4, 6 AND 7. B. EACH SLC SHALL COMMUNICATE USING A COMPLETELY DIGITAL COMMUNICATION METHOD TO PROVIDE A MORE RELIABLE, NOISE- IMMUNE COMMUNICATION SYSTEM. ALL COMMUNICATION BETWEEN AN ADDRESSABLE DEVICE OR SENSOR SHALL USE A VALIDATION METHOD, SUCH AS PROVIDING A CHECKSUM FOR EACH MESSAGE, TO VALIDATE THE INTEGRITY OF EACH MESSAGE. SYSTEMS WHICH USE A COMBINATION DIGITAL /ANALOG COMMUNICATION SCHEME SHALL NOT BE PERMITTED. C. EACH SLC SHALL USE AN INTERRUPT - DRIVEN COMMUNICATION SCHEME TO RAPIDLY IDENTIFY ALARM CONDITIONS OF ANY CONNECTED DEVICE. THE NORMAL POLLING SCHEME OF THE SYSTEM SHALL BE INTERRUPTED BY A DEVICE IN ALARM. IDENTIFICATION OF THE ALARMING DEVICE SHALL BE ANNUNCIATED AT THE CONTROL PANEL DISPLAY WITHIN TWO (2) SECONDS OF ACTIVATION. D. CONTROL DEVICES SHALL MAINTAIN LOCAL OPERATING PARAMETERS AND NOT REQUIRE INDIVIDUAL COMMANDS FROM THE CONTROL SYSTEM TO ACTIVATE. E. THE SYSTEM SHALL MEET THE REQUIREMENTS OF NFPA 72 AS A CALIBRATED SMOKE SENSITIVITY FIXTURE. 12. ENCLOSURES A. THE SYSTEM SHALL BE HOUSED IN A SMALL FOOTPRINT ENCLOSURE WITH DIMENSIONS NOT TO EXCEED 22" X 14.75" X 4.5 ". B. THE ENCLOSURE SHALL BE CAPABLE OF SURFACE OR SEMI -FLUSH MOUNTING WITHOUT REQUIRING ADDITIONAL HARDWARE. C. THE ENCLOSURE SHALL BE PAINTED RED OR GRAY WITH A CORROSION PROTECTIVE, HARDENED FINISH. C 5. THE SYSTEM SHALL PROVIDE TWO CONFIGURABLE NOTIFICATION APPLIANCE CIRCUITS AT THE CONTROL PANEL. EACH CIRCUIT SHALL BE RATED 2.0AMPS W 24VDC. 6. THE CONTROL PANEL SHALL INCLUDE A FULL.- FEATURED OPERATOR INTERFACE WITH LCD DISPLAY, INDIVIDUAL COLOR -CODED SYSTEM STATUS LED'S AND ALPHANUMERIC KEYPAD FOR FIELD PROGRAMMING OF THE SUPPRESSION SYSTEM. Cri 7. ALL PROGRAMMING OR EDITING OF THE EXISTING CONFIGURATION PROGRAM IN THE SYSTEM SHALL NOT REQUIRE USE OF SPECIAL EQUIPMENT, SUCH AS A LAPTOP PERSONAL COMPUTER. ACCESS TO THE CONFIGURATION PROGRAM SHALL BE LIMITED BY USE OF A PASSWORD SECURITY SYSTEM. THERE SHALL BE TWO LEVELS OF PASSWORDS. 8. THE CONTROL PANEL SHALL PROVIDE THE FOLLOWING: A. DRIFT COMPENSATION FOR ANALOG SENSORS. B. SENSITIVITY TEST, PER NFPA 72 REQUIREMENTS. C. MAINTENANCE ALERT FOR SENSORS WITH EXCESSIVE ACCUMULATIONS OF DUST OR DIRT. D. ALARM VERIFICATION WITH INDIVIDUAL COUNTERS FOR EACH SENSOR. E. PERIODIC CALIBRATION OF SMOKE SENSORS. F. DAY /NIGHT AUTOMATIC SMOKE SENSOR SENSITIVITY ADJUSTMENTS. G. ONE MAN WALK TEST WITH OPTIONAL NOTIFICATION APPLIANCE TESTING. H. TWO LEVELS OF ADJUSTABLE PRE -ALARM FOR ADVANCE WARNING. I. 1800 EVENT HISTORY BUFFER WITH DEDICATED 600 EVENT ALARM BUFFER. 9. CENTRAL MICROPROCESSOR A. THE CENTRAL MICROPROCESSOR SHALL COMMUNICATE, CONTROL AND MONITOR ALL EXTERNAL DEVICES. ALL CUSTOM OPERATING PARAMETERS FOR THE SYSTEM SHALL BE STORED IN NONVOLATILE MEMORY TO PREVENT LOSS DURING POWER OUTAGES. A REAL TIME CLOCK SHALL BE PROVIDED TO DENOTE ACTUAL TIME OF OCCURRENCE OF SYSTEM EVENTS FOR THE DISPLAY, HISTORY BUFFERS AND EXTERNAL REPORTING DEVICES. 10. DISPLAY A. AN 80 CHARACTER LCD DISPLAY SHALL ANNUNCIATE SYSTEM CONDITIONS AND PROGRAM SYSTEM OPERATING PARAMETERS. B. EIGHT STATUS LEDS; AC POWER, FIRE ALARM, PRE -ALARM WARNING, SUPERVISORY, TROUBLE, ALARM SILENCE, SUPERVISORY SILENCE AND TROUBLE SILENCE, SHALL BE PROVIDED. C. A 25- BUTTON KEYPAD WITH TACTILE FEEL MEMBRANE SWITCHES WHICH PROVIDE OPERATIONAL FEEDBACK. SEPARATE KEYS SHALL BE PROVIDED FOR; SYSTEM RESET, STEP, ALARM SILENCE, ACKNOWLEDGE AND DRILL. TATES. 13. POWER SUPPLIES A. THE POWER SUPPLY SHALL OPERATE ON EITHER 120VAC OR 240VAC 60 HERTZ AND SHALL PROVIDE ALL POWER NECESSARY TO OPERATE THE CONTROL SYSTEM. B. THE POWER SUPPLY SHALL PROVIDE 5.0 AMPS OF POWER FOR NOTIFICATION APPLIANCE CIRCUITS OR AUXILIARY POWER CIRCUITS. C. THE CONTROL SYSTEM SHALL HAVE THE CAPABILITY OF BEING EXPANDED TO SUPPLY AN ADDITIONAL 5.0 AMPS OF POWER, BRINGING TOTAL OUTPUT POWER TO 10.0 AMPS AT 24VDC. D. THE POWER SUPPLY SHALL PROVIDE BATTERY CHARGER CAPACITY SUFFICIENT TO RECHARGE A DEPLETED SET OF 17 AMPERE HOUR BATTERIES WITHIN 48 HOURS. E. AUXILIARY POWER CIRCUITS SHALL BE PROVIDED FOR FOUR- WIRE DETECTORS OR ADDRESSABLE CONTROL MODULES. A SEPARATE CIRCUIT SHALL BE PROVIDED TO ALLOW RESETTING THE AUXILIARY POWER DURING A SYSTEM RESET. ALL AUXILIARY POWER CIRCUITS SHALL BE POWER- LIMITED. 14. FIELD PROGRAMMING A. THE SYSTEM SHALL BE PROGRAMMABLE FROM THE CONTROL PANEL WITHOUT THE USE OF A PERSONAL COMPUTER. B. ALL PROGRAMMING SHALL BE ACCOMPLISHED VIA THE 25 BUTTON KEYPAD. C. TWO LEVELS OF PASSWORD ACCESS SHALL BE PROVIDED TO PREVENT UNAUTHORIZED MODIFICATIONS TO THE SYSTEM OPERATING CONFIGURATION. IT SHALL BE POSSIBLE TO ASSIGN SIXTEEN (16) UNIQUE USERS WITHIN EACH ACCESS LEVEL. D. A LEARN MODE SHALL BE PROVIDED TO IDENTIFY CHANGES IN THE INSTALLED SYSTEM WITH THE SYSTEM CONFIGURATION, IDENTIFIED CHANGES WILL THEN BE DISPLAYED FOR THE USER /PROGRAMMER TO VALIDATE. THE LEARN MODE SHALL PROVIDE A MEANS TO PROGRAM GROUPS OF DEVICES WITH THE SAME OPERATING CHARACTERISTICS TO MINIMIZE CONFIGURATION TIME AND ERRORS. E. PANEL SHALL OPERATE PREACTION SYSTEM AS SPECIFIED ON F5.1. B. SYSTEM PERIPHERALS EXPIRED 1. ANALOG PHOTOELECTRIC SENSORS A. EACH SENSOR SHALL STORE THE SENSOR ADDRESS AND OPERATING CHARACTERISTICS IN NONVOLATILE MEMORY AT THE SENSOR. THE SENSOR SHALL USE A THRESHOLD RECEIVED FROM THE CONTROL PANEL TO DETERMINE WHEN AN ALARMCONDITION EXISTS. B. EACH SENSOR SHALL HAVE TWO ALARM LEDS FOR 3600 VIEWING. THE ALARM LEDS SHALL FLASH WHEN COMMUNICATING WITH THE CONTROL PANEL. THE ALARM LEDS SHALL ILLUMINATE STEADY DURING ALARM CONDITIONS. C. SENSITIVITY SETTINGS FOR PHOTOELECTRIC SENSORS SHALL BE SET AND DISPLAYED ON THE LCD DISPLAY IN FEET. D. EACH SENSOR SHALL BE CAPABLE OF COMPENSATING FOR DUST AND DIRT ACCUMULATION WITHIN THE SENSING CHAMBER. E. A CALIBRATED LIGHT SOURCE SHALL BE USE TO CALIBRATE THE ALARM LEVEL OF THE PHOTOELECTRIC SENSOR. SENSORS WHICH • USE A FIXED ALARM LEVEL LIMIT ARE NOT ACCEPTABLE. 2. ANALOG IONIZATION SENSORS A. EACH SENSOR SHALL STORE THE SENSOR ADDRESS AND OPERATING CHARACTERISTICS IN NONVOLATILE MEMORY AT THE SENSOR. THE SENSOR SHALL USE A THRESHOLD RECEIVED FROM THE CONTROL PANEL TO DETERMINE WHEN AN ALARM CONDITION EXISTS. B. EACH SENSOR SHALL HAVE TWO ALARM LEDS FOR 3600 VIEWING. THE ALARM LEDS SHALL FLASH WHENCOMMUNICATING WITH THE CONTROL PANEL. THE ALARM LEDS SHALL ILLUMINATE STEADY DURING ALARM CONDITIONS. C. EACH SENSOR SHALL BE CAPABLE OF COMPENSATING FOR DUST AND DIRT ACCUMULATION WITHIN THE SENSING CHAMBER. 3. ANALOG THERMAL SENSORS A. EACH SENSOR SHALL STORE THE SENSOR ADDRESS AND OPERATING CHARACTERISTICS IN NONVOLATILE MEMORY AT THE SENSOR. THE SENSOR SHALL USE A THRESHOLD RECEIVED FROM THE CONTROL PANEL TO DETERMINE WHEN AN ALARM CONDITION EXISTS. B. EACH SENSOR SHALL HAVE TWO ALARM LEDS FOR 3600 VIEWING. THE ALARM LEDS SHALL FLASH WHEN COMMUNICATING WITH THE CONTROL PANEL. THE ALARM LEDS SHALL ILLUMINATE STEADY DURING ALARM CONDITIONS. C. SENSITIVITY SETTINGS FOR THERMAL SENSORS SHALL BE SET AND DISPLAYED ON THE LCD DISPLAY IN DEGREES FAHRENHEIT. THE SET POINT FOR THE THERMAL SENSOR SHALL BE ADJUSTABLE BETWEEN 1000 AND 1650. THE THERMAL SENSOR SHALL OPERATE ON A FIXED TEMPERATURE PRINCIPLE. 4. FAST RESPONSE CONTACT MODULES 5. SUPERVISED OUTPUT MODULES NOTES 1. SEE DWG F1.0 FOR GENERAL NOTES AND LEGEND. A. CONTACT MODULES . �����, -,�� MODULES SHALL PROVIDE MONITORING OF DRY CONTACTS AS INITIATING DEVICES. B. EACH MODULE SHALL STORE THE SENSOR ADDRESS AND OPERATING CHARACTERISTICS IN NONVOLATILE MEMORY AT THE MODULE. C. THE MODULE SHALL BE MOUNTED TO A STANDARD JUNCTION BOX AND PROVIDE VISUAL INDICATION VIA A STATUS LED. OPTIONAL MOUNTING SHALL BE AVAILABLE TO ALLOW MOUNTING OF THE MODULE WITHIN A JUNCTION BOX WITH A MONITORED CONTACT. A. EACH SUPERVISED OUTPUT MODULE SHALL BE RATED TO OPERATE LISTED NOTIFICATION APPLIANCES B. CIRCUIT SHALL BE RATED FOR 2.0 AMPS W 24VDC. C. EACH MODULE SHALL STORE THE ADDRESS AND OPERATING CHARACTERISTICS IN NONVOLATILE MEMORY AT THE MODULE. D. EACH MODULE SHALL BE INDIVIDUALLY SELECTABLE FOR SILENCING AND WALKTEST. A MODULE PROGRAMMED TO OPERATE DURING WALKTEST WILL INITIATE THE PROGRAMMED PATTERN FOR FOUR (4) SECONDS WHEN THE APPROPRIATE INITIATING CONDITIONS ARE SATISFIED. E. EACH MODULE SHALL OPERATE UNDER UP TO SIXTEEN (16) DIFFERENT CONDITIONS OCCURRING IN THE SYSTEM. THESE CONDITIONS INCLUDE COMBINING VARIOUS ZONES AND ZONE STATES. D2_00D0/7 N F L O W Uptime all the time. 936 Bannock Street Suite Throe Hundred Denver, Colorado 80204 (3031942-3273 Fax: 9 4 2 - 2 8 0 3 WND Architects & Engineers 2638 Century Parkway Suite eight Hundred Atlanta, Georgia 30343 (404) 693 -099 B DESIGNED BY: JCE REVIEWER: JOB NO: 20256 WBH N E M, OF TU!:WILA MIT CEN-f", F RECEIVED ' OF TUKWILF RMIT , Date Plotted:07—NOV-2000 8:03:02 PM i N F Law Uptime all the time. ELECTRICAL LEGEND (ALL SYMBOLS SHOWN ARE NOT NECESSARILY USED ON THE DRAWINGS) ELECTRICAL ABBREVIATIONS I A AMPS KWH KILOWATT -HOUR LIGHTING ONE LINE AND RISER DIAGRAMS AFF ABOVE FINISHED FLOOR LED LIGHT EMITTING DIODE t. t EXIT SIGN, ARROWS AS INDICATED, LETTER DENOTES TYPE X DARKENED AREA DENOTES LIGHTED FACE AFG MOVE FINISHED GRADE LTG LIGHTING �W� Tt TRANSFORMER, DESIGNATION AND RATINGS AS NOTED 45KVA AIC AMPERE INTERRUPTING CAPACITY MCB MAIN CIRCUIT BREAKER 5.38 Bannock Stye et Suite Three Hundred oenvar, Colorado 80204 (303)942-3275 FAX. 9 4 2 - 2 O O 3 AHU AIR HANDLING UNIT MOP MAIN DISTRIBUTION FRAME B 2X4 FLUORESCENT LIGHT FIXTURE CONTAINING BATTERY BACKUP CONNECT UNSWITCHED HOT TO EMERGENCY LEG OF BATTERY -,,,,__ SWITCH, . RATINGS AS SHOWN, 3 POLE UNLESS OTHERWISE NOTED 400A ATS AUTOMATIC TRANSFER SWITCH M6B MASTER GROUND BUS company Architects & Engineers BALLAST. LIGHT TO BE CONTROLLED BY SWITCH AND 15 TO ILLUMINATE FULLY FULLY DURING POWER OUTAGE REGARDLESS OF SWITCH STATE. BKBD BACKBOARD + OR MOUNTING HEIGHT MH (ABOVE FINISHED FLOOR) I I I I- FUSE, RATING AS SHOWN SODA - CIRCUIT BREAKER TRIP RATING AS SHOWN, 3 POLE UNLESS OTHERWISE NOTES O UTILITY METERING AUTOMATIC TRANSFER SWITCH ® KIRK KEY INTERLOCK ELECTRICAL EQUIPMENT w1D5Al DISTRIBUTION PANEL ' PANELBOARD (FLUSH OR SURFACE MOUNT) AS INDICATED ON PANEL SCHEDULE �T DRY-TYPE TRANSFORMER ATS I AUTOMATIC TRANSFER SWITCH TELEPHONE TERMINAL BACKBOARD, TYPE AS NOTED, 4'X 8X 3/4 BRK BREAKER FLUORESCENT LIGHT FIXTURE, LETTER DENOTES TYPE, B DRAWN TO SCALE BCW BARE COPPER WIRE MLO MAIN LUGS ONLY 5 WALL MOUNTED LIGHT FIXTURE, LETTER DENOTES TYPE 9 (- WALL SCONCE. SEE ARCH FOR MOUNTING HEIGHT C OR COND CONDUIT MI5 MANUAL TRANSFER SWITCH 2636 Century Parkway Suite Eight Hundred Suite ght H dreg 0040633-8998 Fax •633 -72'11 CIR CIRCUIT NEC NATIONAL ELECTRICAL CODE CLG CEILING NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION COORD COORDINATE SNO SIA32i PROGRE55 5E7 ISSUED FOR CONSTRUCTION I ° • 1 CT CURRENT TRANSFORMER NATIONAL FIRE PROTECTION NFPA ASSOCIATION I ° • 1 4', 8' OR 12' INDIRECT LIGHTING FIXTURE CU • CONDENSING UNIT I° •I DISC DISCONNECT No OR NUMBER # I I 4', 8' OR 12' INDIRECT LIGHTING FIXTURE WITH EMERGENCY BATTERY PACK. DPDT DOUBLE POLE DOUBLE THROW OFCI OWNER FURNISHED CONTRACTOR INSTALLED. I I SEE ABOVE 2X4 FLUORESCENT DESCRIPTION FOR BATTERY INFO. I I DWG DRAWING G OFFICE PRINCIPLE GROUND POINT 0 RECESSED CAN LIGHT IP RECESSED CAN LIGHT WITH EMERGENCY BATTERY PACK SEE ABOVE 2X4 FLUORESCENT DESCRIPTION FOR BATTERY INFO. E OR EXISTING EXIST P POLE EMPTY CONDUIT WITH EC PULL WIRE PDU POWER DISTRIBUTION UNIT PG� PRINCIPLE GROUND POINT --I CHAIN HUNG 8' FLUORESCENT STRIP ��JJ TT ® CHAIN HUN 8' FLUORESCENT ESCE TES STRIP yV T DIE5Cl2 EMERGENCY N OR BA Y PACK. ECP EPO CONTROL PANEL �H PHASE 31V0 10/25/00 .11/08/00 EF EXHAUST FAN PNL PANEL SWITCHES EMT ELECTRICAL METALLIC TUBING POTS PLAIN UNLESS OTHERWISE NOTED ❑ I DISCONNECT (SAFETY) SWITCH 200/3/150" DENOTES AMPERES /POLE /FUSE, "NF" DENOTES NON -FUSED I FUSED DISCONNECT SWITCH prrrar...1 CABLE TRAY BY OTHERS ® RACEWAY UNDER RAISED FLOOR MOTOR EPO EMERGENCY POWER OFF OLD TELEPHONE SERVICE PVC POLYVINYL CHLORIDE G SWITCH, SPST, 20A, 120/277V 5 SWITCH, 20A,,1,?0/277V, "2" DENOTES,,DPST, "3" DENOTES THREE -WAY, ' 4 DENOTES FOUR -WAY a DENOTES CONTROL OF SWITCHING 5 DIMMER SWITCH 5 SWITCH FOR PROJECTION SCREEN ED EPO PUSHBUTTON OPERATOR (MOUNT 45" AFF.) RECEPTACLES AND OUTLETS IZ o EWC ELECTRIC WATER COOLER RFGB RAISED FLOOR GROUND BUS � EWH ELECTRICAL WALL HEATER RGS RIGID GALVANIZED STEEL FRCP FIRE ALARM CONTROL PNL RM ROOM FGB FRAME GROUND BUS FLA FULL LOAD AMPS SPST W6L SINGLE THROW FLEX FLEXIBLE TVS5 TRANSIENT VOLTAGE SURGE SUPPRESSER GENERAL DUPLEX RECEPTACLE (MT. 18" AFF), WO DUPLEX RECEPTACLE (PLACED ON 10' WHIPS UNDER RAISED FLOOR IN NOC ROOM.) a � QUAD RECEPTACLE (PLACED ON 10' WHIPS UNDER RAISED FLOOR IN NOC ROOM.) DUPLEX CEILING OUTLET a GENERAL DUPLEX RECEPTACLE MT. 6" ABOVE COUNTER @ DUPLEX FLOOR OUTLET MOUNTED IN WALKER MODEL RFB4 FLOOR BOX. PROVIDE DUPLEX RECEPTACLE AND COMMUNICATIONS PLATES AS REQUIRED WITHIN BOX FOR NUMBER OF RECEPTACLES AND OUTLETS SHOWN ON POWER AND SYSTEMS PLANS. PROVIDE BOX WITH RAKMII COVER PLATE. POWER AND SYSTEMS PLANS. PROVIDE BOX WITH FAKMII COVER PLATE. a TELEPHONE FLOOR OUTLET MOUNTED IN SAME FLOOR BOX AS SHOWN ABOVE. 0 CEILING MOUNTED JUNCTION BOX. COORDINATE EXACT LOCATION PER EQUIPMENT IN FIELD C WALL MOUNTED JUNCTION BOX 0 TELEPHONE OUTLET ONLY P V VOICE/ DATA OUTLET MT 18" AFF, U10. STUB 3/4" CONDUIT TO 6" ABOVE CEILING. SECURITY EQUIPMENT FRACT FRACTIONAL e c C S 4 , y� �wns® e NC` h ., • 36835 ors kFC(sttx� oNnt,�. ,. ` B IOMETRIC READER (BY OTHERS). PROVIDE FLUSH MOUNTED JUNCTION BOX IN FLOOR. ROUTE E 3 /4"C FROM BOX TO WALL AND STUB OUT AT 6" ABOVE ACCESSIBLE CEILING. CR CARD READER (BY OTHERS). PROVIDE FLUSH- MOUNTED JUNCTION BOX AT 45" AFF. ROUTE 3 /4"C FROM BOX TO 6" ABOVE ACCESSIBLE CEILING. SECURITY CAMERA (BY OTHERS). PROVIDE FUSH- MOUNTED JUNCTION BOX 12" BELOW CEILING. ROUTE 3/4 "C FROM BOX 6" ABOVE ACCESSIBLE CEILING. G GROUND TYP TYPICAL GEN GENERATOR UG UNDERGROUND GFI GRND FAULT INTERRUPTER UL UNDERWRITERS LABORATORIES HID HIGH INTENSITY DISCHARGE U10 UNLESS INDICATED OTHERWISE UPS UNITERRUPTIBLE POWER SUE HP HORSEPOWER HPS HIGH PRESSURE SODIUM E=U�� MOUNTING HEIGHTS (UNLESS OTHERWISE NOTED) IMC INTERMEDIATE METAL CONDUIT V VOLTAGE W WIRE I SEATTLE, WA DATA CENTERLJ ELECTRICAL NOTES, LEGEND ABBREVIATIONS WALL SWITCHES 48" A.F.F. TO CENTER 'OF SWITCH. WALL RECEPTACLES: FINISHED AREAS -18" A.F.F. TO CENTER OF RECEPTACLE. J5 JUNCTION BOX WP WEATHERPROOF KVA KILOVOLT AMPERES XFMR TRANSFORMER ELECTRICAL DRAWING LIST DRAWING/ DETAIL REFERENCE KEY NUMBER DRAWING E0.0 ELECTRICAL NOTES, LEGEND, $ ABBREVIATIONS E1.1 ELECTRICAL SITE PLAN DETAIL NUMBER DRAWING/ DETAIL NUMBER a E1.2 ENLARGED 517E PLAN E1.3 ONE LINE DIAGRAM PHASE I E1.4 ONE -LINE DIAGRAM - PHASE II 1/ E0.1 E0.1 E0.1 I 1 I SHEET REFERENCED ON �HEET DRAWN ON `-SHEET NUMBER OF DRAWING/ DETAIL E1.5 SCHEDULES H LOAD ANALYSIS E1.6 MECHANICAL EQUIPMENT CONNECTION SCHEDULE A NOTES E2.1 LIGHTING PLAN OFFICE AREA E2.2 LIGHTING PLAN - DATA CENTER MISCELLANEOUS E LIGHTING FIXTURE SCHEDULE 4 CONTROL DIAGRAMS CIRCUITING AND WIRING a KEYNOTE. NUMBER AS INDICATED E3.1 POWER PI AN - OFFICF ARFA F3 2 POWER PLAN - DATA CENTER E3.3 TYPICAL I I.00R POWER CIRCUIT CONCEALED IN WALL OR CEILING CIRCUIT BELOW 51AB OR GRADE - U / UNDERGROUND CIRCUIT HASH MARKS INDICATE NUMBER OF CONDUCTORS IF MORE THAN 3 CONDUCTORS IN CONDUIT. SHORT HASH MARK INDICATES HOT OR NEUTRAL CONDUCTORS. LONG HASH MARK INDICATES EQUIPMENT GROUNDING CONDUCTOR. , HOME -RUN TO ELECTRICAL PANEL EXPIRED o CONDUIT STUB UP GENERAL NOTES E3.4 POWER PLAN AN - ROOF 1. PROVIDE 2 #12, 1 #126, FOR ALL CIRCUITING UNLESS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS. 2. PERMANENTLY LABEL ALL RECEPTACLES, JUNCTION BOXES, MOTOR OR POWER DISCONNECTS AND REMOTE LOADS WITH THE PANEL AND CIRCUIT NUMBER FEEDING THE RECEPTACLE OR DEVICE. LABELS TO BE CLEAR WITH BLACK LETTERS. 3 . ALL UPS CIRCUITS SHALL HAVE DEDICATED HOT, NEUTRAL, AND ISOLATED GROUND CONDUCTORS. E4.1 SYSTEMS PLAN OFFICE AREA E4.2 SYSTEMS PLAN - DATA CENTER E5.1 517E GROUNDING PLAN H DETAILS E5.2 RAISED FLOOR AND ELECTRICAL ROOM GROUNDING- FIRST FLOOR DESIGNED BY: HM REVIEWER; J5C JOB NO: 20256 E5.3 LIGHTNING PROTECTION DETAILS E5.4 GROUND BAR RISER DIAGRAM GROUNDING DETAILS H NOTES E5.5 GROUND BAR DETAILS NOTE TO THE CONTRACTOR: E6.1 EPO SWITCH DETAIL SEATTLE, WASHINGTON FALLS WITHIN SEISMIC ZONE 3. THIS BUILDING OCCUPANCY CLASSIFICATION 15 STANDARD. ELECTRICAL CONDUIT SEISMIC RESTRAINTS ARE NOT REQUIRED FOR CONDUIT SUSPENDED BY INDIVIDUAL HANGERS 12 INCHES OR LESS IN LENGTH FROM THE TOP OF THE • CONDUIT TO THE SUPPORTING STRUCTURE OR CONDUIT WHICH HAS LESS THAN 2- i /2 INCHES INSIDE DIAMETER. WHERE CONDUIT SEISMIC RESTRAINTS ARE REQUIRED, THEY SHALL BE DESIGNED AND INSTALLED IN COMPLIANCE WITH THE 1997 UNIFORM BUILDING CODE, CHAPTER 16, DIVISION N. SEE DETAIL 5jE6.3. E6.2 DATATRAX ONE -LINE DIAGRAM H NOTES . CONDUIT STUB DOWN - 6 GROUND WIRE E6.3 DUCTBANK DETAILS AND FIBER RISER DIAGRAM E6.4 POWER PANEL AND WIREWAY DETAILS E0.0 I E6.5 ELECTRICAL SWITCHGEAR DETAILS G ROUND I - E7,1 PANELBOARD SCHEDULES E7.2 PANELBOARD SCHEDULES E8.1 SECURITY PLAN OFFICE AREA SECURITY PLAN DATA CENTER E8.2 F RECEIVED ' OF TUKWILF RMIT , Date Plotted:07—NOV-2000 8:03:02 PM ELECTRICAL UTILITY NAME: SEATTLE CITY LIGHT P.O.C.: BOB HANSEN NUMBER: (206) 386 - 1670 TELEPHONE UTILITY NAME: U.5. WEST / OWEST P.O.C.: SCOTT MCKEEHAN NUMBER: (206) 345 - 2897 Planter Planter FIBER SPLICE VAULT ®0 FIBER SPLICE VAULT ®® _ 11111117.11. , 02132 ELECTRICAL SITE PLAN SCALE: 1 "= 20' KEYED NOTES 0 ROUTE CONDUITS TO FIBER POINT OF DEMARCATION. O2 (4) 4" CONDUITS, EACH HAVING (4) 1" INTERDUCTS WITH PULLSTRINGS. SEE DETAIL 2/E6.3 03 ROUTE (4) 5" CONDUITS TO SERVICE POINT AS DIRECTYED BY SEATTLE CITY LIGHT. 5EE GENERAL NOTE 4. ® ROUTE 1 -4 "C TO TELEPHONE SERVICE POINT AS DIRECTED BY TELEPHONE UTILITY. SEE GENERAL NOTE 2. 5EE E4.1 FOR CONTINUATION. ®5 STUB - UP FIBER CONDUITS INSIDE OF BUILDING. ROUTE CONDUITS UP INTERIOR WALL (CONCEALED) TO SECOND FLOOR LEVEL. SEE 1/E4.2 FOR CONTINUATION AND DETAIL 3/ E6.3. ® PROVIDE NEWBA515 MODEL NUMBER FC5400R 4 -0 DIAMETER ROADWAY -RATED SPLICE VAULT. VAULT TO HAVE CAST IRON COVER AND RING, 36" MOLDED POLYMER BODY AND POLYMER BASE. PROVIDE WITH KNOCKOUTS TO MATCH CONDUIT ENTRANCES. PROVIDE A LOCK AND ELECTRICAL CONTACT ON MANHOLE COVER. 0 LOCATE MANHOLE WITHIN ENTRANCE DRIVEWAY NEAR STREET ON INFLOW'S SIDE OF DRIVEWAY. ® TRENCH CONDUIT A MINIMUM 36" UNDER SLAB. 5EE GENERAL NOTE 3. GENERAL NOTES TRANSFORMER $ PAD PHASE II TRANSFORMER 1. LOCATE ALL UTILITIES AND SPRINKLER SYSTEMS PRIOR TO TRENCHING AND BURYING OF CONDUITS. DO NOT DISTURB PLANTER AREAS DURING TRENCHING. REPAIR ALL TRENCHED AREAS TO ORIGINAL CONDITION. 2. MAINTAIN 24" SPACING (MINIMUM) BETWEEN PARALLEL RUNS OF TELEPHONE d POWER CONDUITS. 3. ELECTRICAL CONTRACTOR SHALL TRENCH, EXISTING SLAB TO STUB UP CONDUITS INSIDE OF BUILDING AS INDICATED. SLAB SHALL BE PATCHED AND RESTORED TO MATCH EXISTING CONDITION. 4. ALL PRIMARY (HIGH) VOLTAGE CONDUITS MUST HAVE 36" MIN. COVER ON PRIVATE PROPERTY. INSTALL ALL CONDUITS PER SEATTLE CITY LIGHT (5CL) CONSTRUCTION GUIDELINES AND CONTACT SCL BEFORE PURCHASING AND INSTALLING CONDUITS FOR APPROVAL OF MANUFACTURER. CONDUIT INSTALLATIONS MUST BE INSPECTED BY SCL BEFORE COVERING. DRIVEWAY CENTERLINE D 3 1 7 EXPIRED GRAPHIC SCALE: 20 0 20 40 SCALE: 1" = 20' 1 Uptime all the time. , T ny Architects & Engineers 2633 Century Parkvvry Suit. Eight Hundred Atlanta, Georg. 30345 004,633-8998 F a 'i 6 3 3 - 7 2 1 1 S O O 2 93B Bannock 5 <rao4 Suite Threo Hundred Denver, Colorado 00204 (303)942-3275 F ax • 942-2503 DESIGNED BY: NM REVIEWER: ,ISc JOB NO: 20256 CRAC -01 ,,,,,',0" / ® . � I YI / tJs,"� .. "SEiF.R ?1J / //.., �7 q _._ J ( (2) 5" CONDUITS WITH i I POLLSTRING - -- : -s � _ __ _ � �� � _ �- s- s- a���a- ���w�����s• �e- o- �w����aaoe- ogemApoorloevmms- mo- moNons 3,0c _EK _M ERVICE UPS -4B BA I 2A 1UPS -2A BAT BAT BAT 28 28 28 CRAC -25 GENERAL NOTES III 1. VERIFY LOCATION OF UTILITIES PRIOR TO TRENCHING. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING INSTALLATION REQUIREMENTS. 2. ELECTRICAL CONTRACTOR SHALL TRENCH EXISTING SLAB TO STUB UP CONDUITS INSIDE BUILDING AS INDICATED. SLAB SHALL BE PATCHED AND RESTORED TO MATCH EXISTING CONDITION. GRAPHIC SCALE: 8 0 5 16 SCALE: 1 /8 = 1 - 0" CRAC -03 I NOTES BY SYMBOL /ft 0 NORMAL POWER FEEDER CONDUITS TO MAIN BREAKER IN SWITCHBOARD A. SEE DETAIL 1/E6.3 AND ONE LINE DIAGRAM 1/E1.3. O SEE BUS /METER ENCLOSURE DETAIL 2/E1.2. 0 STAND -BY POWER FEEDER CONDUITS TO GENERATOR SWITCHGEAR A. SEE DETAIL 1/E6.3 AND ONE -LINE DIAGRAM 1/ E1.3. 4 STAND -BY POWER FEEDER TO TRANSFER BREAKER IN SWITCHBOARD A. SEE DETAIL 1/E6.3 AND ONE -LINE DIAGRAM 1/E1.3. O 5 TRENCH CONDUIT A MINIMUM 36" UNDER SLAB. SEE GENERAL NOTE 2. O 6 COORDINATE WITH MANUFACTURER FOR EXACT STUB -UP LOCATION. O j RUN CONDUIT FROM PANEL HA TO GENERATOR FOR GENERATOR COMPONENT POWER. FEEDER TO BE 4 #1, 1#6 GROUND, 2 "C. PROVIDE A 100 AMPERE, 3 POLE CIRCUIT BREAKER IN PANEL HA FOR GENERATOR COMPONENT POWER. O g (1) 1 -1/2" CONDUIT FROM GENERATOR FOR GENERATOR ANNUNCIATOR. ' I CRAC 07 I E1.1 Et .3 - -T — I- -T FU RE 3 ERNCE z z z z z 1 1 1 1 i P I GENERATOR SWGR DP -1 XFMR 1A BAT BAT BATT1 1A 1A 1A; BAT 1B UPS -1B BAT 1B UPS -1A BAT iB ENLARGED SITE PLAN E SCALE: 1/8" = 1 -0" I LCRAC -10� PARALLL _ABINET� XFMR 1B XFMR 2A 2 PARA. :ABINET- XFMR 2B I CRAG -1' 11 SEE 1 /E1.1 FOR CONTINUATION. O RUN (1) 1 "C FROM PANEL LB TO GENERATOR SWITCHGEAR FOR TWO STRIP HEATERS. CONDUCTORS TO BE 2 #12, 1 #12 GROUND, 1 "C. PROVIDE A 20 AMPERE, 1 POLE CIRCUIT BREAKER IN PANEL LB FOR BOTH HEATERS. 10 STUB -UP (8) 4" CONDUITS AND CAP AT LOCATION INDICATED FOR PHASE II EQUIPMENT. 11 STUB -UP (3) EMPTY 2" CONDUITS AND CAP AT LOCATION INDICATED FOR PHASE II EQUIPMENT. STUB -UP (1) EMPTY 1 "C FOR FUTURE PHASE II EQUIPMENT 13 RUN EMPTY 2" CONDUIT WITH PULLSTRING FOR FUTURE GENERATOR COMPONENT POWER. 14 RUN (1) 1"C FROM GENERATOR TO PANEL HOC. STUB -UP CONDUIT INSIDE ELECTRICAL ROOM AS INDICATED. CONDUCTORS TO BE 2#12, 1#12 GROUND, 1 "C. PROVIDE A 20 AMPERE, 1 POLE CIRCUIT BREAKER IN PANEL NOC. 15 RUN (1) 1 "C FROM GENERATOR TO PANEL NOC. STUB -UP CONDUIT INSIDE ELECTRICAL ROOM AS INDICATED. CONDUCTORS TO BE 2#12, 11112 GROUND, 1 "C. PROVIDE A 20 AMPERE, 1 POLE CIRCUIT BREAKER IN PANEL NOC. XFMR 3A z z z z z z L2j, PARALLEL :ABINET -. XFMR 3B CRAC -13 TA T BAT UPS -3A 3A 3A 3A UPS -3B BAT 3B BAT 3B BAT 3B XFMR I,1T. XFMR I- XFMX�rAweLE�[ XFMR 1 L 4A _ I ( NEMA 3R, UL LISTED ENCLOSURE AS MANUFACTURED BY POUCH ELECTRIC MGF, CO. INC. (503) 284 -1415 UTILITY METER SOCKET CUSTOMER SERVICE MOUNTING LUGS CUSTOMER SERVICE ENTRANCE CONDUITS, SEE 1/E1.2 4" HIGH CONCRETE PAD CRAC -15 1 I BATTr BAGFBATLV UPS - -II- BATTTBATTBAT� 4A URS -SA 1 L 4A__ 4 4A - L - -- JL SAL 5 AJ_SA J J r pc AR " BATT BATTBATnr UPS -5B BATT BA BAT L J- 48J_ 4BJ_ 4BJL J_ 5Bf 5BJ 5BJ (4) 4" FIBER CONDUITS SEE 1/E1.1 FOR CONTINUATION. J CRAC -23 16 SEE DETAIL 2/E6.5. DZ000'17 BOX DETAIL EX pIRE� i --,\DUSNIETER 2I E1.2 SCALE: NONE 1 / FENCE UTILITY CO. MOUNTING LUGS I N F L O W Uptime all the time. 936 Bannock Street Suite Three Hundred Ramer, Colorado 50204 (303,942-3275 Fax, 942-2803 Zcomp ny Architects & Engineers 2635 Century Parkway Suite Bight Hundred Atlanta, Georgia 30345 (404)633-B990 F a rt ,.6 3 3 - 7 2 1 1 z 0 S S I DESIGNED BY: HM REVIEWER: ,iSC JOB NO: 20256 ECEIVED CITY OF TUKWIL4 IT CF_NTE KVM KN11 3000A /3P - 3000A /3P SWITCHBOARD A, 480V, 3 PH, 4W, 3000A, 65,000 AIC 0 1000 /3P MS 225A/3P 125/3P 800A/3P 2254/3P )800A/3P 125A/3P 125A/3P 800A/3P 800A/3' 800A /3P � 800A/3F 800A/3F 800A/3P ) 800A/3P 800A/3P ) 800A/3 800A /3P 800A /3P 800A /3P J BOND NEUTRAL AND GROUND. ROUTE TO PRINCIPLE GROUND PONT. SEE 2/E5.4� 3000A /3P 225A, 208/120V UPS BRANCH CIRCUS DISTRIBUTION PANELBOARD (TYPICAL) 2000KW /2500KVA, 480/277,, 3PH, 4W ENGINE GENERATOR WITH WEATHERPROOF ENCLO5URE(O.F.C.I) FURNISHED BY INFLOW AND INSTALLED BY CONTRACTOR 3000A GENERATOR SWITCHGEAR "A" NEAR 3R, 400/2770, 30, 4W, 65,000 AIC A3 PANEL RDP 208/120,, 30, 4W 250A, 10KAIC DC POWER PLANT (OFCI) 100% RATED BREAKER DISTRIBUTION PANELBOARD (DP 1600A, 208/120V, 3PH, 4W, 22,000 AIC 271121121111111111111 A/ �� m m m m m m m m m m m (ID m m (ID 83 PANEL RAG PANEL MB BUOY NEG. 485 DC )IOOA/ 300 ITVSSI )1600A E1.2 PAD - MOUNTED UTILITY xPMR WITH CT COMPARTMENT AND METER , - UTILITY METER SPARE SPARE SPARE SPARE SPARE I 50A, 485 DC RECTIFIER (TYP.) 40A 40A DC -I 0 m 3 00 DC 2 E1.3 SCALE: NONE C2 on - I / EXPIRED 4140AI 40A ?40AT 40A 4141 / / / • / / / 00 00 0.0 DC- D2 DC -4 pOA/ } App/ 1 0A/ 4000 DC -5 (OFCI) (OFCI) (OFCI) (OFCI) (OFCI) 150A/ T -RDP1 �75KVA, 450 208/120, 3PH, 4W, K -13 RATED y-1 F2 400 /3/250 FUSED - D15COPPJECT 11 4000, 4 POLE MANUAL TRANSFER SWITCH 0 0 0 0 0 0 0 0 0 0 DISTRIBUTION PANELBOARD (DP -2): 1600A, 205/1200, 3111, 4W, 22,000 AIC 15POA/ 1 VA/ ?35° VA' (3P A/ 71,J5POY/ J2 100% RATED BREAKE P2 02 CRAG PANEL MC 25A/2P � g,9A/ � TOSS L 225A, 208/1205 UPS BRANCH CIRCUIT DISTRIBUTION PANELBOARD (TYPICAL) 1 \ ONE -LINE DIAGRAM- ELECTRICAL - PHASE 1 16000 GENERAL NOTES 1. PROVIDED BY OWNER, INSTALLED BY ELECTRICAL CONTRACTOR: GENERATOR, UP5 SYSTEMS, DC POWER PLANT, 8 DATATRAX. 2. REFER TO SHEET E1.5 FOR CONDUCTOR SCHEDULE, FAULT CURRENT ANALYSIS, TRANSFORMER SCHEDULE, AND ELECTRICAL LOAD ANALYSIS. 100A 1000 100A SPACE SPACE SPACE 500 KVA POWERWARE HOT SYNC UPS UNIT, 4805, 3P11, 4W, 65,000 AIC (TYPICAL) (O.F.C.I) 500 KVA UP5 TRANSFORMERS (O.F.C.I) (TYPICAL) HOT SYNC PARALLEL TIE CABINET WITH TWO 16000 BREAKERS. (TYPICAL) / I 42,000 AIC (O.F.C.1) 5 1A .■-1 A350KCMIL OBI D3 ID \ 1A350KCMIL MOB 2 PC -1 3P A/ ( 3P0A/ 7A/ » 3P / ( 3P / DISTRIBUTION PANELBOARD (DP - 3): 1600A, 208/1205, 3PH, 4W, 22,000 AIC 2A 28 d-- 10350KCMIL ma y - I0350KCMIL MOB 1 poi,/ ;OA/ ,R OA/ J ,5 P OA/ 3 M3 225A, 208/120V CAGE PANEL (TYPICAL) NOTES BY SYMBOL 0 MANUAL INTERLOCK KEY TO PREVENT BOTH BREAKERS FROM BEING SHUT OFF AT THE SAME TIME. O 2 IF CONDUCTOR LENGTH EXCEEDS 10 FEET BETWEEN TRANSFORMER SECONDARY AND MOB CIRCUIT BREAKER, PROVIDE FUSED DISCONNECT ON SECONDARY OF TRANSFORMER WITH 1600A FUSES. 0 RUN CONDUIT TO GENERATOR LOAD CENTER FOR GENERATOR INTERNAL POWER REQUIREMENTS. MAKE CONNECTION TO INPUT TERMINALS. SEE 1/E1.2. C SWITCHGEAR METERING EQUIVALENT TO SQUARE D POWER LOGIC OR APPROVED EQUAL. 0 CONDUCTORS BY UTILITY, CONDUIT AND TRENCH PROVIDED BY ELECTRICAL CONTRACTOR. O TVSS PROVIDED WITH SWITCHBOARD BY SWITCHBOARD MANUFACTURER. O 7 SWITCHBOARD METERING EQUIVALENT TO SQUARE D PM -650 OR APPROVED EQUAL. ® AUTOMATIC TRANSFER BREAKER PAIR PROVIDED BY SWITCHGEAR MANUFACTURER FOR OPEN TRANSFER OPERATION. ?MOB 2 PC -2 100% RATED BREAKER CP -1 00A/ " 200A/ 52200A/ 3P ?60A/ F ITVSS CP -2 CP -3 16000 xa I N F L O W Uptime all the time. 938 Bannock Street Suite Three Hundred Denver, Colorado 80204 (303,942-327S Fax. 942-2803 pany Architects & Eighteen 2636 Century Farkura . Suite Bight Hundred Atlanta, Ganda 30646 H04)633-8998 Fax $ 6 3 3 - 7 2 1 1 S O N O I DESIGNED BY: NM REVIEWER: J6C JOB NO: 20256 i Era OF TUKWILA MIT CENTS, CJ BOND NEUTRAL AND GROUND. ROUTE TO PRINCIPLE GROUND POINT, SEE 2/E5.4 KwH 3000A /3P 1 #350KCMIL PHASE II SWITCHBOARD B, 480V, 3 PH, 4W, 65,000 AIC 350KCMIL -- 1 #350KCMIL 800A /3P 350 ^ / f3POA / VA/ 3P ^/ 3POA /'3PO^/ — K GFI 000A/ _ 3000AA1 3000A /3P r 3000A /3P 1 L- J PHASE II 500 KVA POWERWARE HOT SYNC UPS UNIT, 4805, 3PH, 4W, 65,000 AIC (TYPICAL) (O.F.C.I) PHASE II 480V- 208Y/120V, 500KVA XFMR (TYPICAL) (O.F.C.I) PHASE II HOT SYNC PARALLEL -TIE CABINET WITH TWO 1600A BREAKERS, 42,000 AIC (TYPICAL) (O.F.C.1) FUTURE 2000KW /2500KVA, 480/2775, 3PH, 4W ENGINE GENERATOR WITH WEATHERPROOF ENCLOSURE FURNISHED BY INFLOW AND INSTALLED BY (O.F.C.I) CONTRACTOR FUTURE 3000A GENERATOR SWITCHGEAR NEMA 3R, 480/2775, 30, 4W, 65,000 AIC 100% RATED BREAKER E OB 1 — 225A, 208/1200 UPS BRANCH CIRCUIT PANEL BOARD (TYPICAL) 57i — 1 Pc = 4 MOB 1 FUTURE UTILITY METER —1 4B FUTURE PAD - MOUNTED UTIUTY XFMR WITH CT COMPARTMENT AND METER 1 #350KCMIL '07 — I PCC =S J KWHI DISTRIBUTION PANELBOARD (DP -4): 1600A, 208/120V, 3PH, 4W) 22,000AIC 1 1600A 5p r > 5p 60A/ ;P A/ f3P A/ I P3 I , C 'I CP - 5 6 - 7 I I CP - 8 I C P L 9 i - 10 j u u � 200A, 208/1200 CAGE PANEL, (TYPICAL FOR 7) 100% RATED BREAKER E1.4 SPACE SPACE SPACE SPACE -J E1.4 y 1600A L SCALE: NONE vat I CRAG CRAG P I I P ME L_ —I I— _J Dz nrvi37 225A, 208/120V UPS BRANCH CIRCUIT PANEL BOARD (TYPICAL) DISTRIBUTION PANELBOARD (DP - 5): 1600A, 208/1205, 3PH, 4W, 22,000 /VC EXPIRED 15P0A/ ? 7A/ ? 3P^/ S lOG) 1 GOA/ L J I B4 I LJ I D4 I LJ I, 4 I I 64 I I 4 I L NI I I N4 1 LJ Q4 I f' 1 \ ONE —LINE DIAGRAM— ELECTRICAL — PHASE 2 PANEL 200A, 208/120V CAGE 1 PA/ GENERAL NOTES 1. ALL EQUIPMENT AND CONNECTIONS SHOWN ON THIS SHEET ARE FOR THE PHASE II BUILD -OUT. 2. REFER TO SHEET E1,5 FOR CONDUCTOR SCHEDULE, FAULT CURRENT ANALYSIS, TRANSFORMER SCHEDULE, AND ELECTRICAL LOAD ANALYSIS. NOTES BY SYMBOL 0 MANUAL INTERLOCK KEY TO PREVENT BOTH BREAKERS FROM BEING SHUT OFF AT THE SAME TIME. O SWITCHBOARD METERING EQUIVALENT TO SQUARE D POWER LOGIC OR APPROVED EQUAL. O CONDUCTORS BY UTILITY, CONDUIT AND TRENCH PROVIDED BY ELECTRICAL CONTRACTOR. O PROVIDE THESE CONDUITS CAPPED AT BOTH ENDS WITH THE INITIAL BUILD -OUT. O IF CONDUCTOR LENGTH EXCEEDS 10' BETWEEN XFMR SECONDARY AND MOB CIRCUIT BREAKER, PROVIDE FUSED DISCONNECT ON SECONDARY OF XFMR WITH 1600A FUSES. O SWITCHBOARD METERING EQUIVALENT TO SQUARE D PM -650 OR APPROVED EQUAL. O 7 TVSS PROVIDED WITH SWITCHBOARD BY SWITCHBOARD MANUFACTURER. (D AUTOMATIC TRANSFER BREAKER PAIR PROVIDED BY SWITCHGEAR ' MANUFACTURER FOR OPEN TRANSFER OPERATION. I N F L O W Uptime all the time. 938 Ban Street Suite Three Hundred Denier, Colorado 00204 (303)942-3275 Fax • 542-2803 Architects & Engineers 2690 Century Parkway Suite Eight Hundred Atlanta, Georgia 30343 004,633-099e Fax , 6 3 3 -7211 S 16' 0 DESIGNED BY: NM REVIEWER: J50 JOB NO: 20256 SERVICE 1 LOAD ANALYSIS SYMBOL OVER- CURRENT GENERAL INFORMATION: ISOLATED CONDUIT NUMBER BUILDING TOTAL SQUARE FOOTAGE 39,019 SQUARE FEET (SF) PHASE NEUTRAL OFFICE AREA SQUARE FOOTAGE (15T F 2ND FLOOR) 10,812 SQUARE FEET (5F) SIZE OF RUNS 15T FLOOR DATA CENTER E OTHER ARRAS SQUARE FOOTAGES: 14,072 SQUARE FEET (5F) - - CONNECTED LOADS: VA 5" 4 UPS LOADS TOTAL CONNECTED UPS LOAD (MINUS UPS LOSSES) 3 #500KCMIL 1 #500 KCMIL WEE HOSTING EQUIPMENT 82,601 4" 8 UP5 SERVER LOADS (16 AMPS @ 120 VOLT PER CABINET) 436 CABINETS 837,120 VA EQUIPMENT IN CAGES (57.6 KVA /PANEL X 3 PANELS) 172,800 VOLT -AMPS 172,800 VA TOTAL CONNECTED UP5 LOAD (MINUS UP5 LOSSES) 1,009,920 VA UPS LOSSES (94% EFFICIENT) 64,463 VOLT -AMPS 64,463 VA TOTAL CONNECTED UP5 LOAD ( INCLUCING LOSSES) 1,074,383 VA NON -UP5 LOADS - 1 #1/0 VA OFFICE LIGHTING (3.5VA /SF) 10,812 SQUARE FEET (5F) 37,842 VA LIGHTING (DATA CENTER $ OTHER AREAS) (2.0 VA /5F) 14,072 SQUARE FEET (SF) 28,144 VA RECEPTACLE (1.0 VA /5F) 10,812 SQUARE FEET (5F) 10,812 VA CRAG UNITS (30 TONS) @ 63.2 kVA EACH (12 WITH 1 RED) 11 AC UNITS 695,035 VA CONDENSING UNITS @ 6984 VA EACH 11 CONDENSING UNITS 76,824 VA NON- TECHNICAL AREA HVAC LOADS (6.0 VA /5F) 10,512 SQUARE FEET (5F) 64,872 VA 2" TOTAL CONNECTED LOAD 1,987,912 VA TOTAL CONNECTED AMPS 2,391 AMPS DEMAND ADJUSTED LOADS: 2 1/2" 1 10 LIGHTING: OFFICE AREA @ 125% PER NEC ART. 220 -10(B) 47,303 VA LIGHTING: DATA CENTER F OTHER AREAS @ 125% PER NEC ART. 220 -10(5) 35,180 VA RECEPTACLE @ 50% PER NEC TABLE 220 -13 10,406 VA AFTER THE FIRST 10 KVA 1 12 UP5 POWER FOR WEB HOSTING EQUIPMENT 1.00 DEMAND FACTOR 1,074,383 VA HVAC EQUIPMENT 4" 5 13 CRAC UNITS (12 UNITS- 1 REDUNDENT) 1.00 DEMAND FACTOR 695,035 VA CONDENSING UNITS 1.00 DEMAND FACTOR 76,824 VA NON- TECHNICAL AREA HVAC LOADS 1.00 DEMAND FACTOR 64,872 VA 1 #6 TOTAL DEMAND - ADJUSTED LOAD 2,004,002 VA 100A /3P TOTAL DEMAND LOAD 2,410 AMPS CONDUCTOR SCHEDULE SYMBOL OVER- CURRENT CONDUCTORS ISOLATED CONDUIT NUMBER 1,337 A PROTECTION PHASE NEUTRAL GROUND GROUND SIZE OF RUNS 0 480V/30/3W - - - VA 5" 4 O2 TOTAL CONNECTED UPS LOAD (MINUS UPS LOSSES) 3 #500KCMIL 1 #500 KCMIL - 82,601 4" 8 @ 3000A /3P 3 #500KCMIL 1 #500KCMIL - CRAC UNITS (30 TONS) @ 63.2 kVA EACH (13 W/ 1 RED.) 12 AC UNITS 4" 8 O 4 800A /3P 3 #600KCMIL - 1 #1/0 TOTAL CONNECTED AMPS 4" 2 ® 800A /3P 3 #600KCMIL - 1 #1/0 VA 4" 2 O 25A/2P 2 #10 - 1 #10 2,097,689 3/4" 1 O7 225A/3P 3 #4/0 2 #4/0 1 #4 2 1/2" 1 O 8 100A /3P 3 #1 1 #1 1 #8 2" 1 O 3 #250KCMIL 1 #250KCMIL 1 #4 2 1/2" 1 10 125A/3P 3 #1 - 1 #6 1 1/2" 1 11 250A/3P 3 #250KCMIL 1 #250KCMIL 1 #4 2 1/2" 1 12 - 3 #600KCMIL 2 #500KCMIL 1 #250KCMIL 1 #250KCMIL 4" 5 13 1600A/3P 3 #600KCMIL 2 #500KCMIL 1 #250KCMIL 1 #250KCMIL 4" 5 14 150A/3P 3 #1/0 2 #1/0 1 #6 1 #6 2" 1 15 100A /3P 3 #1 2 #1 1 #8 1 #8 2 1 16 200/3P 3 #3/0 2 #3/0 1 #6 1 #6 2 1/2" 1 ® 40A /2P 2 #6 - 1 #10 1" 1 SERVICE 2 LOAD ANALYSIS (PHASE II) KEY AVAILABLE FAULT CURRENT GENERAL INFORMATION: 56,523 A 54,390 A BUILDING TOTAL SQUARE FOOTAGE 36,019 SQUARE FEET (SF) , 1,337 A 42,442 A CONNECTED LOADS: 20,863 A 18,761 A UP5 LOADS 15,605 A #2 WEB HOSTING EQUIPMENT 480V/30/3W 208V/30/4W U P S S E R VER LO DS (11 A @ 1 R CABINET) 434 CABINETS 833,280 VA 460,800 VOLT -AMPS 460,800 VA TOTAL CONNECTED UPS LOAD (MINUS UPS LOSSES) 1,294,080 VA UP5 L05SES (94% EFFICIENT) VOLT AMPS 82,601 VA TOTAL CONNECTED UPS LOAD (INCLUDING LOSSES) 1,376,681 VA NON -UP5 LOADS CRAC UNITS (30 TONS) @ 63.2 kVA EACH (13 W/ 1 RED.) 12 AC UNITS 637,200 VA CONDENSING UNITS @ 6984 VA EACH 12 CONDENSING UNITS 83,808 VA TOTAL CONNECTED LOAD 2,097,689 VA TOTAL CONNECTED AMPS 2,523 AMPS DEMAND ADJUSTED LOADS: UPS POWER FOR WEB HOSTING EQUIPMENT 1.00 DEMAND FACTOR HVAC EQUIPMENT 1,376,681 VA CRAC UNITS 1.00 DEMAND FACTOR 637,200 VA CONDENSING UNITS 1.00 DEMAND FACTOR 83,808 VA TOTAL DEMAND - ADJUSTED LOAD 2,097,689 VA TOTAL DEMAND LOAD 2,523 AMPS FAULT CURRENT SUMMARY KEY AVAILABLE FAULT CURRENT 000000000 56,523 A 54,390 A 18,294 A 1,337 A 42,442 A 42,860 A 20,863 A 18,761 A , 15,605 A #2 TRANSFORMER SCHEDULE LOAD DESCRIPTION PRIMARY VOLTAGE SECONDARY VOLTAGE ACTUAL SIZE (KVA) CONNECTED KVA DEMAND KVA GROUND BOND JUMPER XFMR 'T -LA'. 480V/30/ 3W 208V/30/4W 75 48.2 48.2 #2 XFMR 'T -RDP1' 480V/30/3W 208V/30/4W 75 - #2 XFMR 'T -RDP2' 480V/30/3W 208V/30/4W 75 - - #2 F 998 Ban nock Stroet Snits Thre Hendred O4nver, Colorado 80204 (3091942-3275 Fax. 942-2809 (TRANSFORMER >5 %Z) D200(Y EXPIRED l i npa Architects & Engineers 26aa canrnry Farkw.y Suns eight Hundred• Atlanta, Georgia 30349 004,633-1199a F a x t 6 3 9 - 7 2 1 1 S H 0 a °o DESIGNED BY: HM REVIEWER: JUC JOB NO: 20256 ri757 RECEIVED OF TUICWILA RMIT CENTER DRAWING IS HALF SCALE IF 1 Date Plotted:07—NOV-2000 ISSUED FOR CONSTRUCTION RECEIVED OF TUKWILA MIT Cr.IJI EIT Date Plotted:07—NOV-2000 7:59:00 PM I I N F L® W Uptime all the time. * * * * * * * * * MECHANICAL EQUIPMENT CONNECTION SCHEDULE MECHANICAL EQUIPMENT CONNECTION SCHEDULE 930 Bannoc Street State Colorado 0 Fax • ) 942-2003 VOLTS/ FULL LOAD CIRCUIT WIRE /CONDUIT VOLTS/ FULL LOAD CIRCUIT WIRE /CONDUIT UNIT DESCRIPTION LOCATION PHASE AMPS KVA NUMBER SIZE DISCONNECT NOTES UNIT DESCRIPTION LOCATION PHASE AMPS KVA NUMBER SIZE DISCONNECT NOTES — ""C°' Architects &Engineers CRAC -1 COMPUTER ROOM AIR HANDLING UNIT DATA CENTER 480/3 74.0 61.5 MA -1,3,5 3 #2, #66 -1 1!2" C NOTE 6 1,2,6 COND -1 CONDENSING UNIT ROOF 480/3 8.4 7.0 MA -2,4,6 3 #12, #12G -1" C 30A /3P / 1,3 CRAC -2 COMPUTER ROOM AIR HANDLING UNIT DATA CENTER 480/3 74.0 61.5 MB -1,3,5 3 #2, #6G -1 1/2" C NOTE 6 1,2,6 COND -2 CONDENSING UNIT ROOF 480/3 8.4 7.0 MB -2,4,6 3 #12, #12G -1" C 30 �F 1 3 CRAC -3 COMPUTER ROOM AIR HANDLING UNIT DATA CENTER 480/3 74.0 61.5 MA- 7,9,11 3 #2, #6G -1 1/2" C NOTE 6 1,2,6 COND -3 CONDENSING UNIT ROOF 480/3 8.4 7.0 MA- 8,10,12 3 #12, #12G -1" C 30 AF 1,3 CRAC-4 COMPUTER ROOM AIR HANDLING UNIT DATA CENTER 480/3 74.0 61.5 MB 7,9,11 3#2,#66-1 1/2" C NOTE 6 1,2,6 * * COND 4 COND -5 CONDENSING UNIT CONDENSING UNIT ROOF ROOF 480/3 450/3 8.4 8.4 7.0 7.0 MB 8,10,12 MA- 14,16,18 3#12,#12G-1" C 3 #12, #12G -1" C 30. SF 30 SF 1,3 3 1,3 2ws Century Parker, Supt ,Ge hundred Suite Eight Hun osas 0104,633 -0998 2 1 1 CRAC-5 COMPUTER ROOM AIR HANDLING UNIT DATA CENTER 480/3 74.0 61.5 13,15,17 3 #2, #6G -1 1/2" C NOTE 6 1,2,6 CRAC -6 COMPUTER ROOM AIR HANDLING UNIT D A T A CENTER 480/3 74.0 61.5 MB- 13,15,17 3 #2, #66 -1 1 /2" C NOTE 6 1,2,6 COND 6 CONDENSING UNIT ROOF 480/3 5.4 7.0 MB 14,16,18 3#12,#12G-1" C 30 SF 1 3 CRAC -7 COMPUTER ROOM AIR HANDLING UNIT DATA CENTER 480/3 74.0 61.5 MA 19,21,23 3 #2, #6G 1 1/2" C NOTE 6 1,2,6 COND -7 CONDENSING UNIT ROOF 480/3 8.4 7.0 MA- 20,22,24 3 #12, #12G -1" C 30 5F 1,3 CRAC -8 COMPUTER ROOM AIR HANDLING UNIT DATA CENTER 480/3 74.0 61.5 MB- 19,21,23 3 #2, #65 - 1 1/2" C NOTE 6 1,2,6 COND -8 CONDENSING UNIT ROOF 480/3 3.4 7.0 MB 20,22,24 3 #12, #126 -1" C 30 AF 1,3 REVISIONS PROGRESS SET CRAC - 9 COMPUTER ROOM AIR HANDLING UNIT DATA CENTER 480/3 74.0 61.5 MB- 25,27,29 3 #2, #66 -1 1/2" C NOTE 6 1,2,6 COND -9 CONDENSING UNIT ROOF 480/3 8.4 7.0 MB- 26,28,30 3 #12, #126 -1" C 30 AF 1,3 CRAC -10 COMPUTER ROOM AIR HANDLING UNIT DATA CENTER 480/3 74.0 61.5 MA- 25,27,29 3 #2, #6G -1 1/2" C NOTE 6 1,2,6 COND -10 CONDENSING UNIT ROOF 480/3 8.4 7.0 MA 26,28,30 3 #12, #12G -1" C 30 qF 1 3 CRAC -11 COMPUTER ROOM AIR HANDLING UNIT DATA CENTER 480/3 74.0 61.5 MC -1,3,5 3 #2, #65 -1 1/2" C NOTE 6 1,2,6 COND -11 CONDENSING UNIT ROOF 480/3 8.4 7.0 MC -2,4,6 3 #12, #12G -1" C 30 A/3P/15AF 1,3 CRAC -12 COMPUTER ROOM AIR HANDLING UNIT DATA CENTER 480/3 74 61.5 ME -1,3,5 3 #2, #6G -1 1 /2" C NOTE 6 1,2,6 * COND -12 CONDENSING UNIT ROOF 480/3 8.4 7.0 ME -2,4,6 3 #12, #12G -1" C 30 A/3P/15AF 13 CRAC -13 COMPUTER ROOM AIR HANDLING UNIT DATA CENTER 480/3 74.0 61.5 MC- 7,9,11 3 #2, #6G -1 1/2" C NOTE 6 1,2,6 * * COND -13 CONDENSING UNIT ROOF 480/3 8.4 7.0 MC- 8,10,12 3 #12, #12G -1" C 30 °F 1,3 CRAC -14 COMPUTER ROOM AIR HANDLING UNIT DATA CENTER 480/3 74.0 61.5 ME- 7,9,11 3 #2, #6G -1 1/2" C NOTE 6 1.2,6 COND -14 CONDENSING UNIT ROOF 480/3 8.4 7.0 ME- 8,10,12 3 #12, #126 -1" C 30 SF 1,3 CRAC -15 COMPUTER ROOM AIR HANDLING UNIT DATA CENTER 480/3 74.0 61.5 MC- 13,15,17 3 #2, #6G -1 1/2" C NOTE 6 12,6 * COND -15 CONDENSING UNIT ROOF 480/3 8.4 7.0 MC- 14,16,18 3#12,#12G-1" C 30A /3P/ 15AF 1,3 CRAC -16 COMPUTER ROOM AIR HANDLING UNIT DATA CENTER 480/3 74.0 61.5 ME- 13,15,17 3 #2, #6G-1 1/Z C NOTE 6 1,2,6 * * * COND -16 CONDENSING UNIT ROOF 450/3 8.4 7.0 ME- 14,16,18 3 #12, #12G -1" C 30A /3P/ 15AF 1,3 CRAC -17 COMPUTER ROOM AIR HANDLING UNIT DATA CENTER 480/3 74.0 61.5 MC- 19,21,23 3 #2, #6G -1 1/2" C NOTE 6 1,2,6 COND -17 CONDENSING UNIT ROOF 480/3 8.4 7.0 MC- 20,22,24 3 #12,11126 -1" C 30A /3P /15AF 1,3 CRAC -18 COMPUTER ROOM AIR HANDLING UNIT DATA CENTER 480/3 74.0 61.5 MD -1,3,5 3 #2, #6G -1 1/2' C NOTE 6 1,2,6 COND -18 CONDENSING UNIT ROOF 480/3 8.4 7.0 MD -2,4,6 3 #12, #12G -1" C 30A /3P /15AF 1,3 00/GZ/0ll 3.1203 CRAC -19 COMPUTER ROOM AIR HANDLING UNIT DATA CENTER 480/3 74.0 61.5 MD- 7,9,11 3 #2, #6G -1 1/2" C NOTE 6 1 28 t COND -19 CONDENSING UNIT ROOF 480/3 8.4 7.0 MD 8,10,12 3 #12, #12G -1" C 30A /3P /15AF 1,3 1,3 CRAC -20 COMPUTER ROOM AIR HANDLING UNIT DATA CENTER 480/3 74.0 61.5 MD- 13,15,17 3 #2, #6G -1 1/2" C NOTE 6 1 26 t * * COND -20 CONDENSING UNIT ROOF 480/3 8.4 7.0 MD- 14,16,18 3 #12, #12G -1" C 30A /3P /15AF CRAC -21 COMPUTER ROOM AIR HANDLING UNIT DATA CENTER 480/3 74.0 61.5 MD- 19,21,23 3 #2, #6G -1 1/2“ C NOTE 6 1,2,6 COND -21 CONDENSING UNIT ROOF 480/3 8.4 7.0 MD- 20,22,24 3 #12, #12G -1" C 30A /3P/ 15AF 1,3 ° z o CRAC -22 COMPUTER ROOM AIR HANDLING UNIT DATA CENTER 480/3 74.0 61.5 MD- 25,27,29 3 #2 #65 1 1!9" C NOTE 6 1 26 COND -22 CONDENSING UNIT ROOF 480/3 8.4 7.0 MD- 26,28,30 3 #12, #12G -1" C 30A /3P /15AF 1,3 CRAC -23 COMPUTER ROOM AIR HANDLING UNIT ELECTRICAL ROOM 480/3 74.0 61.5 MD- 31,33,35 3 #2, #6G -1 1!2" C NOTE 6 1,2,6 COND -23 CONDENSING UNIT ROOF 480/3 8.4 7.0 MD- 32,34,36 3 #12, #12G -1" C 30A /3P /15AF 1,3 CRAC -24 COMPUTER ROOM AIR HANDLING UNIT DATA CENTER 480/3 74.0 61.5 M13- 31,33,35 3 #2. #65 -1 1/2" 0 NOTE 6 1,2,6 1,2,6 COND -24 CONDENSING UNIT ROOF 480/3 8.4 7.0 MB- 32,34,36 3 #12, #12G -1" C 30A /3P /15AF I 3 CRAC -25 COMPUTER ROOM AIR HANDLING UNIT ELECTRICAL ROOM 480/3 74.0 61.5 MC- 31,33,35 3 #2, #6G -1 1/2" C NOTE 6 COND -25 CONDENSING UNIT ROOF 480/3 8.4 7.0 MC- 32,34,36 3 #12, #12G -1" C 30A /3P /15AF 1,3 * FUTURE EQUIPMENT D 3 /7. AHU -1 OFFICE AIR HANDLING UNIT ROOF 480/3 40.0 33.3 MA- 31,33,35 3 #6, #10G -1" C 50A /3P /50AF 1,2 AHU -2 OFFICE AIR HANDLING UNIT ROOF 480/3 10.3 8.6 MA- 32,34,36 3 #12, #12G -3/4" C 20A /3P /15AF 1,2 � 4,, -, westip° H �Q R Ggrsi TONAL EF -1 EXHAUST FAN (1 /4HP) BATHROOM /JANITOR 120/1 5.8 .70 LE -17 2 #12, #12G -3/4" C MOTOR RATED SWITCH 4 EF -2 EXHAUST FAN (1/50HP) BATHROOM SHOWER 120/1 0.2 LB -17 2 #12, #12G -3!4 C MOTOR RATED SWITCH 4 EF-3 EXHAUST FAN (1/50HP) BATHROOM SHOWER 120/1 0.2 LB -17 2 #12, #12G -3/4" C MOTOR RATED SWITCH 4 EF -4 EXHAUST FAN (1/50HP) DC POWER 120/1 0.2 LB 21 2#12,#126-3/4" C MOTOR RATED SWITCH EF-5 EXHAUST FAN (1 /25HP) ELECTRICAL 120/1 1.5 .18 LB 21 2 #12, #12G -3/4" C MOTOR RATED SWITCH '1747' RCF -1 RECIRCULATION FAN (1 /4HP) DC POWER /STAGING 120/1 5.5 .70 LB -21 2 #12, #12G -3/4" C MOTOR RATED SWITCH SEATTLE, WA DATA CENTER' 1 MECHANICAL EQUIPMENT CONNECTION SCHEDULE 4- NOTES A 2 SF -1 SUPPLY FAN (1 /4HP) DATA CENTER 120/1 5.8 .70 LB -23 2 #12, #12G - 3/4" C MOTOR RATED SWITCH EWH -1 ELECTRIC WATER HEATER (1.3HP) PHONE ROOM 120/1 8.0 .96 LB -15 2 #12, #12G -3/4" C * FUTURE EQUIPMENT (PHASE II) EXPIRED NOTES: 1. INSTALL OVERCURRENT PROTECTION AND BRANCH CIRCUITS PER UL LISTED REQUIREMENTS FOR EQUIPMENT SERVED. REFER TO EQUIPMENT CUT PHASE SHEETS AND MANUFACTURER'S DATA FOR ROUGH -IN LOCATIONS OF ELECTRICAL CONNECTIONS AND INTERCONNECTIONS FOR ALL EQUIPMENT. PROVIDE DISCONNECT SWITCH (NON- FUSED, UNLESS NOTED OTHERWISE). COORDINATE EXACT NAMEPLATE DATA OF EQUIPMENT TO BE USED WITH MECHANICAL CONTRACTOR. PROVIDE HACR CIRCUIT BREAKER OR FUSIBLE SWITCH FOR ALL MECHANICAL EQUIPMENT. 2. COORDINATE AND CONNECT DUCT SMOKE DETECTORS AND ASSOCIATED WIRING WHERE REQUIRED BY CODE. DETECTORS SHALL BE PROVIDED BY D IVISION 15, CONNECTED BY DIVISION 16. LIGHT 3. PROVIDE WP DEVICES (NEMA 3R) IN ALL EXTERIOR OR DAMP LOCATIONS. SWITCH NEUTRAL (277V) WOMEN'S LIGHTS SWITCH CO MIN 1111 0 4. INTERLOCK FAN TO RUN WHEN RESTROOM LIGHTS ARE "ON ". SEE DETAIL 1/E1.6 110 MIN WM 5. CONNECT FAN FOR CONTINUOUS RUN OPERATION. • (120V CKT# LB -17) MEN'S LIGHTS 6. DISCONNECT FURNISHED WITH EQUIPMENT. CR1 0 CR2 MR5 EF -1 DESIGNED BY: HM REVIEWER: JSC JOB NO: 20256 MR5 E ©2 0 MR5 EF *PROVIDE A NEMA 1 ENCLOSURE WITH TWO CONTROL RELAYS. . / ' 1 FAN CONTROL DIAGRAM r L 1 ' E1 ±I.6 SCALE: NONE RECEIVED OF TUKWILA MIT Cr.IJI EIT Date Plotted:07—NOV-2000 7:59:00 PM PANEL PANEL LB PANEL CONTACTORS C3 4 C4 •k: •, • • •: :E II: E •: II �` M •: • , t • ; ;E •t : t. LB -35 • • BE E E OFFICE ... CONFEPFNCE KE A JANITOR i HA -4 TRAINING A —A--- A WOMEN +.; MEN PHONE HA -17 A A A A A E2 E2 • C SU PPLI OFFICE CORRIDOR Fl A LIGHTING PLAN- OFFICE AREA SCALE: 1/8 = V a U U' FL) A A a RECEPTION 6 -7 OF STORA 3 A BREA \ 1- LE . 9 iHRU OFFICE CUSTOMERS HA -11 TH�U A • • A D FIXTVp OFFICE II OFFICE CORRIDOR _6G CATE' FIXTURE ° W ° \A FIXTURE ° X ° (TYPICAL) NOC aQ A =25 FIXTURE ° UU ° TYPICAL) PRESENTATION RAMP OPERATIO S TECHNICIA S w;:.:- -" CONTACTORS I EQUIP. 'I C1 d. C2 • . • 3. lJ COPY /FAX - A II PANEL HP A M. \M M M M - A AREA 'A O O O O M ill ill ill L I OFFICE I E OFFICE E OFFICE I` E OFFICE I GENERAL NOTES j PROVIDE 3 #12 CONDUCTORS IN AN A 1/2 CONDUIT (TWO A O TRAVELLERS 4 ONE HOT) BETWEEN CORRESPONDING 3 -WAY (AND 4 -WAY) SWITCHES, REFER TO 2/E2.3 FOR SWITCH A j LIGHTING CONTROL DIAGRAM. O2 REFER TO 4/E2.3 FOR CONTROL DIAGRAM. A I CONTRACTOR TO SWITCH LIGHTS IN CORRIDOR, RECEPTION, 3 BREAK, AND OPEN AREA TOGETHER FROM INDICATED SWITCH. t FIXTURE 1. REFER TO SHEETS E7.1 AND 7.2 FOR PANEL SCHEDULES. 2. CIRCUIT EXIT LIGHTING AHEAD OF SWITCHING. FOR EGRESS LIGHTING, CONNECT UNSWITCHED HOT TO EMERGENCY LEG UP BATTERY BALLAST. LIGHT TO BE CONTROLLED BY SWITCH OR DIMMER AND 15 TO ILLUMINATE FULLY DURING POWER OUTAGE REGARDLESS OF SWITCH OR DIMMER STATE. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF FIXTURES. NOTES BY SYMBOL O REFER TO 5/E2.3 FOR CONTROL DIAGRAM. 300T3 EXPIRED KEY PIAN /la GRAPHIC SCALE: 8 0 8 16 SCALE: 1/8 = 1' -0° 1 IN F 1. 0 W UpEme all the time. OF •ASy4N 'BONAL E2,1 930 Bannock Street Suitt , Col Hundred Denver, Colorado 00201 (303)942-3275 F ax , 942-2603 P a 1J Architects & Engineers 2696 Century Parkway Suite Eight Hundred Atlanta, Georgia 30946 <404,633-8996 Fax , 6 3 3 - 7 2 7 1 O S 0 0 DESIGNED BY: HM REVIEWER: JSC JOB NO: 20256 MIT CF_NTEF • HD-1 THRU "C HB - 4 THRU "C2" HB -3 THRU "C1" HB -6 THRU "C2" HB -5 THRU "C1" STAGING 11321 (1331 l:1Ec�:1 it DATA CENTER 131 RICAL CAGES Uptime ail the time. 938 Bannock Stroot Sulte Threo Hundred Denver, Colorado 80204 (303/942-327S Fax. 942-2803 GENERAL NOTES 1. REFER TO SHEET E7.1 FOR PANEL SCHEDULES. 2. CIRCUIT EXIT LIGHTING AHEAD OF SWITCHING. FOR EGRESS LIGHTING, CONNECT UNSWITCHED HOT TO EMERGENCY LEG UP BATTERY BALLAST. LIGHT TO BE CONTROLLED BY SWITCH OR DIMMER AND 15 TO ILLUMINATE FULLY DURING POWER OUTAGE REGARDLESS OF SWITCH OR DIMMER STATE. 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF FIXTURES. 4. REFER TO E2.3 FOR LIGHTING FIXTURE SCHEDULE. SCALE: 1/8" = i - 0" LIGHTING PLAN -DATA CENTER NOTES BY SYMBOL D2.000 O REFER TO 2/E2.3 FOR SWITCH LIGHTING CONTROL DIAGRAMS. O PROVIDE 3 #12 CONDUCTORS IN AN A 1/2" CONDUIT (TWO TRAVELLERS # ONE HOT) BETWEEN CORRESPONDING 3 -WAY (AND 4 -WAY) SWITCHES. REFER TO CONTROL DIAGRAM. 2/E2.3. ® ALL LIGHT FIXTURES LOCATED SOUTH OF COLUMN 9 ARE IN PAHSE II CONSTRUCTION. EXPIRED 317 GRAPHIC SCALE: 8 0 8 16 SCALE: 1/8" = 1 -0" — ZJcompa — ny Architects & Engineers 2636 Century Parkway Su(te Ng. Hundred Aden. 0.0ns(a 30346 0404/633-8990 F•xt633 -7211 ca S 0 rr 0 0 CEIV CITY •F TUK WILA ?ER IT CENTER DESIGNED BY: HM REVIEWER: JAC JOB NO: 20256 0 op LIGHT FIXTURE SCHEDULE TYPE BE C D G 8' 0 INDIRECT EMER. FLOURESCENT FIXTURE SECTION JE DUAL CIRC. CORELITE APWP 218 2C 277 A C 24" T9 2C E B K KE M ME N NE PE Q 5 U V W DESCRIPTION/MANUFACTURER A RECESSED LOW VOLTAGE MR16 DOWNLIGHT LITHONIA LIGHTING: LV3R WITH 3V01AZ ADJUSTABLE SPECULAR OPEN RECESSED FLOURESCENT DOWNLIGHT LITHONIA LIGHTING LGFV7- 42TRT- 7- RW -T73 -277 RECESSED EMERG. FLOURESCENT DOWNLIGHT LITHONIA LIGHTING LGFV7- 42TRT- 7 - RW - T73 - 277 RECESSED COMPACT FLOURESCENT DOWNLIGHT HIGH POWER FACTOR, FULL LENGTH CLEAR ALZAK REFLECTOR COOPER PORTFOLIO C6032 -2D- 6000- LI TRM6 - P 2x2 FLOURESCENT PARABOLIC LIGHT FIXTURE COOPER METALUX 2P3G 2U6T85331- 277V - E581 2x4 FLOURESCENT TROFFER #12 ACRYLIC PRISMATIC COOPER METALUX 26 332 A 27W E581 12. -0" INDIRECT FLOURESCENT FIXTURE SECTION DUAL CIRC. CORELITE APWP 2T8 2C 277 A C 24" T9 2C E B TRACK LIGHTING UU ARTEMIDE LEECH, MIKADO, 8' -0" TRACK IN GREY FINISH WITH SUSPENSION ROD LOGO PENDANT FIXTURE ARTEMIDE LEECH, M16464 FLAP CEILING, SPOT G4 35W MR11, 12" HEIGHT UNDERCABINET LIGHTS LITHONIA LIGHTING #2UC32 277HPF COOPER SURE -LITES ELX SERIES EDGE -LIT EXIT SIGN SELF- POWERED LED LAMPS, NUMBER OF FACES AND CHEVRONS AS SHOWN ON PLANS, WHITE FINISH, MIRRORED DIVIDER FOR TWO -FACE 510 PROVIDE WALL OR CEILING MOUNTING AS SHOWN ON PLANS. VOLTAGE 277 277 277 277 277 277 12' -0" INDIRECT EMER. FLOURESCENT FIXTURE SECTION SINGLE CIRC. CORELITE APWP 2T8 2C 277 A C 24" T9 2C E B 277 WALL SCONCE FIXTURE FLOG USA MODEL:VENEZIA W CHROME W/ WHITE SHADE 120 RESTROOM PENDANT FIXTURE LIGHTNING BUG LIGHTING TEAR 5 -1 #H524CL5C2C OR APPROVED EQUAL 120 BREAKROOM PENDANT FIXTURE DOM PICCOLA 120 8. -0" INDIRECT FLOURESCENT FIXTURE SECTION DUAL CIRC. CORELITE APWP 21 2C 277 A C 24" T9 2C E B 277 277 277 12' -0" INDIRECT EMER. FLOURESCENT FIXTURE SECTION DUAL CIRC. CORELITE APWP 2T8 2C 277 A C 24" T9 2C E B 277 4' -0" INDIRECT FLOURESCENT FIXTURE SECTION DUAL CIRC. CORELITE APWP 2T8 2C 277 A C 24" T9 2C E B 277 12' -0" INDIRECT FLOURESCENT FIXTURE SECTION SINGLE CIRC. CORELITE APWP 2T8 2C 277 A C 24' T9 2C E B 277 8 -0" CHAIN HUNG FLOURESCENT STRIP FIXTURE COOPER METALUX 8T 55L 2 -32 HRS 277 E681 277 8 -0" CHAIN HUNG EMER. FLOURESCENT STRIP COOPER METALUX 8T SSL 2 -32 HRS 277 5581 EL4 277 RECESSED FLOURESCENT DOWNLIGHT (BLACK) LITHONIA LIGHTING LGFV7 -42 TRT- 7- 5B -T73 -277 277 RECESSED EMERG. FLOURESCENT DOWNLIGHT (BLACK) LITHONIA LIGHTING LGFV7 -42 TRT- 7- 5B -T73 -277 277 RECESSED DIRECTIONAL LOW- VOLTAGE DOWNLIGHT (BLACK) LITHONIA LIGHTING DLV- WSH -MR 16 -3AC -277 277 SEMI - RECESSED DOWNLIGHT ACCENT FIXTURE SPY, GRAIL SERIES, GR1015.30JMCRG 120 WALL MOUNTED FIXTURE: U5I COLUMBIA #1835- A- 2- R5A -WM- 277 -5GL POLISHED ANODIZED ALUMINUM OR APPROVED EQUAL 277 CATERING FIXTURE OR APPROVED EQUAL 277 TRACK LIGHTING ARTEMIDE LITECH, MIKADO, 6' -0" TRACK IN GREY FINISH WITH SUSPENSION ROD 120 120 277 277 277 NO. 3 2 4 4 F32 T8 6 6 4 6 6 4 4 2 3 3 LAMPS TYPE 50W MR16 42W TRT RECESSED 42W TRT 32W TRT 32W U T8 32W T8 100W OPAL A -19 SOW HALOGEN A -19 SOW HALOGEN JC TYPE F32 T8 F32 T8 F32 T8 F32 T8 F32 T8 F32 T8 32W T8 32W T8 42W TRT 42W TRT SOW MR16 SPOT SOW MR16 FLOOD 50W MR16 50W MR16 38° BEAM SPREAD 50W MR16 38° BEAM 4 SPREAD 1 35W MR11 32W T8 32W TRT MOUNTING RECESSED RECESSED RECESSED RECE55ED RECESSED MOUNT VERTICAL WITH CENTER AT 6' - 0" AFF. MOUNT 12" BELOW CEILING PENDANT MOUNT 24" BELOW CEILING PENDANT MOUNT 24" BELOW CEILING PENDANT MOUNT 24" BELOW CEILING PENDANT MOUNT 24" BELOW CEILING PENDANT MOUNT 24" BELOW CEILING PENDANT MOUNT 24" BELOW CEILING CHAIN HANG 12'0" AFF CHAIN HANG 12'0" AFF RECESSED RECESSED RECESSED SEMI - RECESSED MOUNT 8' -6'. AFF. MOUNT 6' -6" AFF. HANG 24" BELOW CEILING HANG 9" BELOW CEILING WALL OR CEILING AS SHOWN ON PLANS REMARKS PROVIDE 277 VOLT TRANSFORMER PROVIDE EMERG. BATT PACK PROVIDE DIMMING BALLAST PROVIDE TWO BALLASTS WHERE DUAL SWITCHING 15 INDICATED ON PLAN. PENDANT MOUNT INTEGRAL 500 24" BELOW LUMEN EMERG. CEILING BATT. PACK INTEGRAL 500 LUMEN EMERG. BATT. PACK INTEGRAL 500 LUMEN EMERG. BATT. PACK EMERGENCY BATTERY PACK (3000 LUMEN) EMERGENCY BATTERY PACK (3000 LUMEN) FIXTURE TO BE TIED TO EMERGENCY CIRCUIT PROVIDE 277V TRANSFORMER REQUIRES 277V REMOTE TRANSFORMER Cl Cl C1 HB -50 — I C HB - 70 --1 Cl HB -90 —H SPARE C 1-- 2A FUSE HB -10 HE 30 C4 LB -270 --I LB- 290 3 -WAY 4 -WAY 4 -WAY LINE 3 -WAY NEUTRAL E2.1 E2.2 3 \ LIGHTING CONTROL DIAGRAM E2.31 SCALE: NONE C4 DATA CENTER. LIGHTING CONTROL DIAGRAM SCALE: NONE SWITCH SCALE: NONE LIGHTS 120V LIGHTING CONTACTOR "C4" (4- POLE) OPEN AREA WALL SCONCE LIGHTING CONTROL DIAGRAM 3 -WAY 7 4 -WAY 3 -WAY (IF REQUIRED) LIGHTS (TYP) C4 — I I— SPARE C4 — SPARE 277V LIGHTING CONTACTOR "Cl' (6- POLE) 3 #12, 1 #12G -3/4 "C 11 3 -WAY 4-WAY �4-WAY 1 I " 3 -WAY HA -260 HA -280 SPARE HA- 270 HA -290 SPARE DATA CENTER LIGHTING CONTROL DIAGRAM SCALE: NONE C3 — HI C3 C3 --I —H I— C3 — H C3 C3 � F- 2A FUSE 277V LIGHTING CONTACTOR "C3" (12 -POLE) OPEN AREA, RECEPTION, CORRIDOR, BREAK RM LIGHTING CONTROL DIAGRAM SCALE: NONE LIGHTING FIXTURE NOTES: 1. PROVIDE ALL FLUORESCENT FIXTURES WITH T8 LAMPS, ELECTRONIC ENERGY SAVING BALLASTS, RFI SUPPRESSORS AND LINE FUSE. 2. PROVIDE LIGHT FIXTURES BY MANUFACTURER SPECIFIED OR APPROVED EQUAL. 3. FOR FIXTURES CONTAINING EMERGENCY BATTERY BACKUP, PROVIDE BATTERY PACK CAPABLE OF ILLUMINATING (2) LAMPS AT FULL OUTPUT FOR 90 MINUTES. BODINE #B30 OR EQUAL. SWITCH ✓ o I 2A FUSE C2 - HB - -20 C2 � — HB -40 C2 1— HB -60 C2 -80 C2 I— H13- 100 C2 - SPARE LIGHTS 277V LIGHTING CONTACTOR "C2" (6 -POLE) C3 I — LB -250 C3 I— LB -270 C3 -HI— SPARE C3 1— LB -290 C3 I— LB -330 C3. . SPARE — LIGHTS 1 N F L O W Uptime all the time. 938 Bannock Street Suite Throe Hundred Denver, Colorado 80206 (303,942-3275 F ax • 942-2003 Architects & Engineers 2636 Century Parkway Suite Might Hundred Atlanta, Georgia 30346 H04)633-6990 Fax . 6 3 3 - 7 2 1 1 S 8 N . 8 O CD J O DY 1— z O C) z ECo ED cIN R V OF %VILA PERMIT .ENTEP DESIGNED BY: HM REVIEWER: JSC JOB No: 20256 9 GFI EF -2 LC - 15 MI I. Ili tit IA -11 I LB -17 I eb IA -34,36 LA -17,19 coRibut ; i 1 m 1 SENTAAT1U9 ARE:, 19-26 36 36 36 )C1 t'; , - 34 34 34 34 it Ilk.' 36 I i» � t PANEL 1A PANEL LB XFMR T -LA PANEL HA CONTACTOR C3 CONTACTOR C4 EXISTING .TELEPHONE 11 EXISTING TO REMMN CONTACTORS SCALE: 1/ = 1' -0" POWER PLAN — OFFICE AREA ® START -- MINT u Ili: A X� 11, Y EXPIRED GENERAL NOTES ALL RECEPTACLES TO BE MOUNTED 18" ABOVE RAISED FLOOR, UNLESS NOTED OTHERWISE. 2. REFER TO MECHANICAL SHEETS FOR LOCATIONS OF EQUIPMENT. 3. BRANCH CIRCUITS FROM ALL 120V PANELS SHALL HAVE DEDICATED NEUTRAL FOR EACH BRANCH CIRCUIT. 4. REFER TO MECHANICAL EQUIPMENT SCHEDULE ON SHEET E1.6 FOR ELECTRICAL CONNECTION INFORMATION. NOTES BY SYMBOL 0 POWER FOR CONTRACTOR PROVIDED AND INSTALLED MICROWAVE. O POWER FOR CONTRACTOR PROVIDED AND INSTALLED ICEMAKER. O POWER FOR CONTRACTOR PROVIDED AND INSTALLED DISHWASHER. O DUPLEX OUTLET MOUNTED BELOW RAISED FLOOR (PROVIDE 10' FLEX FOR EACH FLOOR OUTLET IN NOC ROOM.) O CEILING MOUNTED DUPLEX OUTLET O POWER AND COMMUNICATION OUTLET FOR COPIER MACHINE. 0 POWER FOR CONTRACTOR PROVIDED AND INSTALLED ELECTRIC WATER COOLER. 0 POWER AND COMMUNICATION OUTLET PROVIDED FOR PRINTER. POWER AND COMMUNICATION OUTLET PROVIDED FOR FAX MACHINE. INSTALL OUTLETS S -0" ABOVE FINISHED SLAB, SO THAT 10 OUTLETS ARE 1 -6" AFF. AT AREAS WITH 1 -6° RAISED ACCESS FLOORING - TYPICAL. () POWER FOR COFFEE SERVICE. POWER FOR CONTRACTOR PROVIDED AND INSTALLED FULL 12 SIZE REFRIGERATOR WITH ICEMAKER. POWER FOR CONTRACTOR PROVIDED AND INSTALLED 0 GARBAGE DISPOSAL. CONTRACTOR TO PROVIDE AND INSTALL JUNCTION BOX• FOR 14 CEILING MOUNTED PROJECTION SCREEN. 0 CONTRACTOR TO PROVIDE AND INSTALL JUNCTION BOX FOR CEILING MOUNTED OVERHEAD PROJECTOR, 0 POWER FOR CONTRACTOR PROVIDED AND INSTALLED UNDERCOUNTER REFRIGERATOR W/ ICEMAKER. 17 CONTRACTOR TO PROVIDE AND INSTALL WALL MOUNTED JUNCTION BOX 0 FOR CONNECTION TO FRONT DOOR BUZZER. 0 CONTRACTOR SHALL RE CIRCUIT EXISTING TO REMAIN EQUIPMENT. SEE 1 /AD1.1 FOR EXISTING TO REMAIN EQUIPMENT AND CORRESPONDING CIRCUITS. 1 g NOC FURNITURE LAYOUT 15 SHOWN FOR CLARITY. CONTRACTOR SHALL VERIFY ACTUAL NOC FURNITURE CONFIGURATION BEFORE PLACING RECEPTACLES AND WIREMOLD. 2003/ KEY PLAN GRAPHIC SCALE: 0 8 16 SCALE: 1/8" = 1 -0" I N F L O A N Uptime all the time. 936 Bannock Street Suite Three Hundred Denver, Colorado 00204 (303/942-3273 F a x • 942-2803 P J .. a y Architects & Engineers 2639 Century Parkway Suite Bight Hundred Atlanta, Georgia 30343 004)633-0990 Fax,633 -7211 S 4T 8 ro DESIGNED BY: HM REVIEWER: JBC JOB NO: 20256 ECEIVED OF TUKWIU� T CEN tEF' W6.._i..._.A,.e....1... 1 I ? 1 ;I 6. . % / � � 1 LB 23 p=111: I r - x - Flit 1 rp XFMR L 4A JETLET _4B J I _5A J :AL (TYPICAL) l 2 t B AIT BATT I BATT GATT G r BA T BA T BATTT — — — 1 EBATTTBATTTBATT-T U — — — 1 2A 2A l UPS -2A 3A 3A. 3A UPS -3A L 4A 4 4A J UPS -4A JL SA SA� 5A _L 3-4B GATT BAIT GATT UPS - GATT GATT BATT r BA &^TT BATT�r - r BA1 BA BATT1 2B 2B 2B 3B 3B 38 ,I- UPS - 48J_ 48J_ 4BJL UPS - 5B -L 5BJ_ 5BJ_ 58 _J OR GENERAL NOTES NOTES BY SYMBOL ALL RECEPTACLES TO BE MOUNTED 18.. ABOVE RAISED FLOOR, UNLE55 NOTED OTHERWISE. 2. REFER TO MECHANICAL SHEETS FOR LOCATIONS OF EQUIPMENT. 3. BRANCH CIRCUITS FROM ALL 120V PANELS SHALL HAVE DEDICATED NEUTRAL FOR EACH BRANCH CIRCUIT. 4. REFER TO MECHANICAL EQUIPMENT SCHEDULE ON SHEET E1.6 FOR ELECTRICAL CONNECTION INFORMATION. 5. ALL DATA CENTER CABINETS LOCATED SOUTH OF COLUMN 9 ARE IN PHASE II, NOC -1 — FUSED DISCONNECT SWITC XFMR T -RDP2 - FUSED DISCONN C T SWITCH XFMR T -RDP1 f — 1 - - T — r - T T FU RE 30 1 1 1 ERVICE OA LJ__1__ _1__1 O SEE DETAIL 1/E6.5 0 SEE DETAIL 3/ E6,5 33 COORDINATE EXACT LOCATION OF EXHAUST FAN WITH MECHANICAL DRAWINGS. POWER PLAN-DATA CENTER SCALE: 1 /8 = 1 -0 ZO003l7 EXPIRED KEY PLAN SCALE: 1/8" = 1 -0" GRAPHIC SCALE: 8 0 8 16 938 Bannock Street Suite Three Hundred Demme, Colorado 80204 C303,942-3275 Fax • 942-2803 Mammy Architects & Engineers 2636 Century Parkway Suite Eight Hundred Atlanta, Georgia 30345 (4041633-8990 P a x. 6 3 3 - 7 2 1 1 z 6 0 (` O DESIGNED BY: HM REVIEWER: J5C JOB NO: 20256 )F 0 0 24" ON CENTER (TYPICAL) O 0 ■t 0 0 0 0 0 r15 1 i 10 112 I11 12 1110 I I I I 211 I I 10 0 � 5 —L_ — _ � I :_ J " t 6 5 4 3 O 0 , T' 17 I 16 115 m 1 1 � 1 1 1 __. 22 I 1 1€ 1 1 1 1 17 16 I15 s14 . 13 312 11 10 — �� L_ L L L 1 I 1- 1 I 221 1 1 16 � x ;13 SCALE: 1/2" = 1 - 0" WIREMOLD 6000 (3 -9/ 16" D x 4 -3/4" W) WITH COVER 0 TYPICAL UNDERFLOOR POWER 0 Li UNDERFLOOR RACEWAY ROUTING AT PANELBOARD SCALE: NOT TO SCALE g —1 —I8 Ti 20 I . .__._._ I d I I I j I s t HANDY BOX 58371 -3/4 (TYPICAL) COVERPLATE 58 -C -S (TYPICAL) L5- 20R -20AMP TWISTLOCK RECEPTACLE (TYPICAL) [ I i I 1 :tb.i.._ _ _ _ -_._ I _. 12 1 i : I e _ �. ,. -. ...—, - — I 1, ; t I I I I I I I I I 1 I I I I; `Y I 20 I E 19 I I 1 I 0 1 I I I _. } } ._ ...----- I'_. .___. 1— 1 7 �— 2 —J_ 1 1 _I— s 9 ! a —L— �— f 6 —� 5 —� 4 �_ 13 2 I 1 1 I 1 FLEXIBLE METAL CONDUIT WHIP PROVIDE LOCKING RING PANELBOARD (SEE DETAILS 1/E6.4 2/E6.4, 3/E6.4 4 2/E3.3) 2" CONDUIT FOR CABINET PANELBOARD POWER (TYPICAL) 3/8" 0 ROD ATTACHED TO EXISTING SLAB WITH HILTI HY20 SYSTEM WITH 2 1/2" MIN. EMBEDMENT INTO SLAB RAISED FLOOR PEDESTAL 3.25" UNISTRUT MOUNTED TO FLOOR CHANNEL 1 - 5/8" UNISTRUT MOUNTED TO FLOOR a UNDERFLOOR TWISTLOCK RECEPTACLE DETAIL -- -. SCALE: NOT TO SCALE ®® SCALE: NONE SCALE: 1 " =1' - 0" EXPIRED NOTES BY SYMBOL c RACEWAY ENDCAP 90 DEGREE ELBOW 2" CONDUIT (TURNED UP) O 4 1 -1/2" CONDUIT (FEEDER) O S 1-1/2" CONDUIT (TURNED UP) O AC PANEL 20 "X6" O 7 PANEL STAND AND SUPPORT. 5EE 3/E6.4. O 8 INDICATES CABINET PANELBOARD CIRCUIT (TYPICAL) O INDICATES CABINET NUMBER IN ROW (TYPICAL) 10 BRANCH CIRCUITS FROM ALL 120V PANELS SHALL HAVE DEDICATED NEUTRAL FOR EACH BRANCH CIRCUIT. RAISED ACCESS FLOOR CONDUIT SUPPORT DETAIL SECTION -POWER AISLE - 5 WIREWAYS 2 0 SEE 1/E3.2 FOR QUANTITY OF CONDUITS. 1 -5/8" P1000 SERIES UNISTRUT - LENGTH AS REQUIRED EXISTING SLAB WIREMOLD 6000 RACEWAY FOR DC POWER BRANCH CIRCUIT WIRING (WHERE REQUIRED) WIREMOLD 6000 RACEWAY FOR AC POWER BRANCH CIRCUIT WIRING 2OW 2 SCALE: 1 /2" = 1' -0" 4 1 IV F L O W Uptime all the time. 998 Bannock Street Suite Three Hundred Oenver, Colorado 96204 (303)942-3275 Fax • 942-2803 MOrspany Architects & Engineers 2639 Century Parkway Suite eight Hundred Atlanta, Georgia 30346 (40.633-8998 Pax . 6 9 9 -7211 S w 0 0 O RE cmr I DESIGNED BY: HM I REVIEWER: ,)5C JOB No: 20256 EKED TUKWIU+ CENTER SINGLE TWIST LOCK RECEPTACLE IN WIREMOLD 6000 RACEWAY. (UNDER RAISED FLOOR) / SINGLE TWIST LOCK RECEPTACLE ON THE END OF A 6' FLEXIBLE METAL CONDUIT WHIP. (UNDER RAISED FLOOR) 5EE DETAIL 3/E3.3 - SPARE RECEPTACLE FOR EVERY 3 CABINETS (TYPICAL) 0 0 24" ON CENTER (TYPICAL) O 0 ■t 0 0 0 0 0 r15 1 i 10 112 I11 12 1110 I I I I 211 I I 10 0 � 5 —L_ — _ � I :_ J " t 6 5 4 3 O 0 , T' 17 I 16 115 m 1 1 � 1 1 1 __. 22 I 1 1€ 1 1 1 1 17 16 I15 s14 . 13 312 11 10 — �� L_ L L L 1 I 1- 1 I 221 1 1 16 � x ;13 SCALE: 1/2" = 1 - 0" WIREMOLD 6000 (3 -9/ 16" D x 4 -3/4" W) WITH COVER 0 TYPICAL UNDERFLOOR POWER 0 Li UNDERFLOOR RACEWAY ROUTING AT PANELBOARD SCALE: NOT TO SCALE g —1 —I8 Ti 20 I . .__._._ I d I I I j I s t HANDY BOX 58371 -3/4 (TYPICAL) COVERPLATE 58 -C -S (TYPICAL) L5- 20R -20AMP TWISTLOCK RECEPTACLE (TYPICAL) [ I i I 1 :tb.i.._ _ _ _ -_._ I _. 12 1 i : I e _ �. ,. -. ...—, - — I 1, ; t I I I I I I I I I 1 I I I I; `Y I 20 I E 19 I I 1 I 0 1 I I I _. } } ._ ...----- I'_. .___. 1— 1 7 �— 2 —J_ 1 1 _I— s 9 ! a —L— �— f 6 —� 5 —� 4 �_ 13 2 I 1 1 I 1 FLEXIBLE METAL CONDUIT WHIP PROVIDE LOCKING RING PANELBOARD (SEE DETAILS 1/E6.4 2/E6.4, 3/E6.4 4 2/E3.3) 2" CONDUIT FOR CABINET PANELBOARD POWER (TYPICAL) 3/8" 0 ROD ATTACHED TO EXISTING SLAB WITH HILTI HY20 SYSTEM WITH 2 1/2" MIN. EMBEDMENT INTO SLAB RAISED FLOOR PEDESTAL 3.25" UNISTRUT MOUNTED TO FLOOR CHANNEL 1 - 5/8" UNISTRUT MOUNTED TO FLOOR a UNDERFLOOR TWISTLOCK RECEPTACLE DETAIL -- -. SCALE: NOT TO SCALE ®® SCALE: NONE SCALE: 1 " =1' - 0" EXPIRED NOTES BY SYMBOL c RACEWAY ENDCAP 90 DEGREE ELBOW 2" CONDUIT (TURNED UP) O 4 1 -1/2" CONDUIT (FEEDER) O S 1-1/2" CONDUIT (TURNED UP) O AC PANEL 20 "X6" O 7 PANEL STAND AND SUPPORT. 5EE 3/E6.4. O 8 INDICATES CABINET PANELBOARD CIRCUIT (TYPICAL) O INDICATES CABINET NUMBER IN ROW (TYPICAL) 10 BRANCH CIRCUITS FROM ALL 120V PANELS SHALL HAVE DEDICATED NEUTRAL FOR EACH BRANCH CIRCUIT. RAISED ACCESS FLOOR CONDUIT SUPPORT DETAIL SECTION -POWER AISLE - 5 WIREWAYS 2 0 SEE 1/E3.2 FOR QUANTITY OF CONDUITS. 1 -5/8" P1000 SERIES UNISTRUT - LENGTH AS REQUIRED EXISTING SLAB WIREMOLD 6000 RACEWAY FOR DC POWER BRANCH CIRCUIT WIRING (WHERE REQUIRED) WIREMOLD 6000 RACEWAY FOR AC POWER BRANCH CIRCUIT WIRING 2OW 2 SCALE: 1 /2" = 1' -0" 4 1 IV F L O W Uptime all the time. 998 Bannock Street Suite Three Hundred Oenver, Colorado 96204 (303)942-3275 Fax • 942-2803 MOrspany Architects & Engineers 2639 Century Parkway Suite eight Hundred Atlanta, Georgia 30346 (40.633-8998 Pax . 6 9 9 -7211 S w 0 0 O RE cmr I DESIGNED BY: HM I REVIEWER: ,)5C JOB No: 20256 EKED TUKWIU+ CENTER 0 II O O O O O a o o a� j I ($I NIr WP ‘ii. GFI, WP O N GFI, WP ? GFI, WP / \ / / / \ — / --- Ho* COND -24 LB -13 - - 1GF1, (� O Z Z � Z v v v I , I I !ir GFI, WP / I I COND - 18 I0•0•1 COND -19 I.... \ CON° -20 COND -21 GPI INN* `p 6F1, WP i � v POWER PLAN -ROOF SCALE: 1/16" = 1 - 0" EXPIRED GENERAL NOTES 1. REFER TO MECHANICAL EQUIPMENT CONNECTION SCHEDULE ON E1.6 FOR MECHANICAL EQUIPMENT CONNECTION REQUIREMENTS. 2. PROVIDE #10 CONDUCTORS FOR ANY 120/14, 20A CIRCUIT ROUTED MORE THAN 100 FEET FROM FANELBOARD. DZMU 3l7 GRAPHIC SCALE: 16 0 16 32 SCALE: 1/ 16 = i 1v'I 1 N F LOW 990 Bannock Street Suite Throe Hundred pemror, Colorado 00204 (303)942-327s Fax . 942-2803 P a Architects & Engineers 2635 Cantu, Parkway Suite Night Hundred Adanta, Georgia 30345 H04,633-6996 Fax , 6 3 3 - 7 2 1 1 Uptime all the time. DESIGNED BY: HM REVIEWER: JSC JOB No: 20256 Rr1, EP ` :i E1.1 E4.1 SCALE: 1 /8" = 1 —0 SYSTEMS PLAN- OFFICE AREA 0 PBX PANEL SECURITY CABINET DATA CABINET STUB OUT IN EQUIP. ROOM TELEPHONE CABINET SECURITY PANEL EXPIRED NOTES BY SYMBOL O j SEE E101 FOR CONTINUATION. 2 STUB OUT CONDUIT TO 6 ABOVE ACCESSIBLE CEILING. O DATA CENTER EPO CONTROL PANEL 4O GENERATOR ANNUNCIATOR ( FUTURE GENERATOR ANNUNCIATOR 6 ROUTE 4"C UP INTERIOR WALL TO ABOVE CEILING LOCATION. ROUTE OVER SUSPENDED CEILING TO EQUIPMENT ROOM AND STUB OUT. 7J 8 KEY PI Al 0 SCALE: 1 /8 = 1 —Oa 8 16 Uptlme all the time. il gOspany Architects & Engineers 2635 C.., Parkway Sulte Eight Hundred Adanta, Georgia 30345 00.633-8990 F a x• 6 3 3 - 7 2 1 1 S DESIGNED BY: HM REVIEWER: J5C JOB NO: 20256 EKED F TUKW IT CENT EP 1 2x2x1 PULLBOX" 12 13 2'x2'xr PULLBOX /A STAGING El CfvPC •4...,.. CRAC46 ; ,: .WRAC 1'q6 -5 on El Ell Ell ata 12 RAC � 12 12 12 12 12 12 12 12 12 12 12 me F Ai 12 12 12 12 12 12 12 12 52 52 1L MERGENC STORAGE d 12 F IE 12 LI 12 0 El 12 12 12 12 12 12 12 ES 4) DATATRAX DC PANELS POWER O 2 I Ell 12 12 12 so 12 12 ma EMI 1111 I 10 026 OD - 631 CABLE T, 21 21 12 12 12 so ES 12 21 EMI MO 21 ES El El ES 12 12 21 12 12 12 21 El ES ES ES El DP -1 12 "x12 "x4" r1 H 1--T-T--1 I I F Mr' I I J__1 XFMR 1A PARA ABIN LLE 21 21 so ES ES XFMR 18 XFMR 2A 0 4A PARALLEII ;PBINEf- 12 El MEI El 12 12 21 12 12 12 12 12 12 ES El ES 21 XFMR 28 0 12 52 52 52 12 111 12 12 XFMR 3A 12 El I Ei El ES El El 12 El 52 12 52 12 12 PARALLEL :ABINET- XFMR 38 ELECTRICAL 111 12 1121 Ell 12 52 1 El 1 52 El F" ■2 E El 1 1 1 El 12 al I 12 El 1 12 212 12 1 1 iF 52 110 ' 1211 :e I XFMR - 1 rpA:;, - tr XFMR - I r L 41‘ JEABMET ae J L P A--- L._ 8 "x8 "x4" El El 21 El El El asa 21 El El El Ell 12 El 12 El ES Ott XFMR r XFMR l 5A JEABINET� 58 J 52 sem 52 52 12 12 -r7{_ 13_ h1. 52 21 DP -3 21 21 22 NO MS E i ES El • S!'gl 4A 5A _L • 5A J 1 _ -J BATTT BAITTBATTn � `` PS -56 T BATT - BA 8■T71 4 - _ j_ 58_ 58J 58 6 413 12- DP -4 12 RAC -23 14 mammal El Ell 12 12 El /qD gilld 12 % , a rrifin= (111100 mama 12 12 so so SD CFO E ■1Cii iiEywill mamma= s E1iCa all �� ®InkimllLl_� ®0® '' "I I0 ®�►�r " 1 0 ►" ® L3 r�a ® � 1111R ■■ ' 112112 •t -:, At 16 is 1.4. 13 19. C) CP -1 CA ;CP -2 'b I0 r44 CR ;SPRINKLER: NOTES BY SYMBOL 0 1 FIBER /DATA CABLE TRAYS TO BE PROVIDED AND INSTALLED BY DATA CABLING VENDOR. 2 REFER TO DATATRAX DIAGRAM ON 1/E6.2 FOR SYSTEM OF OPERATION AND CONDUIT SIZES. O STUB UP FIBER CONDUITS AND ROUTE ABOVE ACCESSIBLE CEILING TO 2' X 2' 1' PULLBOX AT CEILING STRUCTURE. SEE FIBER RISER DIAGRAM, 3/E6.3. Q ROUTE FIBER CONDUITS OVER SUSPENDED CEILING 4 Q:j TO COLUMN INDICATED. ROUTE DOWN COLUMN AND TERMINATE BELOW RAISED FLOOR IN A 2'x4'x1' PULLBOX. SEE FIBER RISER DIAGRAM, 3/ E6.3. SEE 1/E1.1 FOR CONTINUATION. d a d 6 INSTALLED BY DATA CABLING VENDOR. 24 - PORT PATCH PANEL (TYPICAL IN CAGE AREAS) 7 INSTALLED BY DATA CABLING VENDOR. 48 -PORT PATCH PANEL (TYPICAL IN DATA CENTER AREA). d d Q • Ei.i E6.3 E4.2 `SCALE: 1/3' = 1' -0" DATA CABLE TRAY 1 "C TO SWITCH BOARD AUTOMATIC TRANSFER BREAKER PAIR. g ROUTE 1 -2 "C FROM DATA TRAX JUNCTION BOX. STUB OUT UNDER FLOOR IN DATA CENTER. 5YSTEM5 PLAN - DATA CENTER • u,._. ._ -..3 1000 10 ROUTE 1 - 2 "C FROM DATA TRAX JUNCTION BOX. STUB OUT OVER SUSPENDED CEILING IN DATA CENTER. 11 ROUTE 3 . /4 "C FROM DATA TRAX JUNCTION BOX TO 8 "x8 "x4" JUNCTION BOX WITHIN GENERATOR ENCLOSURE. KEY PLAN 11 / 8 0 8 16 SCALE: 1 /8" = 1' -0" I N F L O W 938 Bannock Street Suite Three Hundred Denver, Colorado 80204 (303)942-3275 Fax • 942-2803 Z NID i aW Architects & Engineers 2686 Century Parkway Sul. Eight Hundred Adana, Georgia 30348 (404)63 S -6998 Fax • 6 3 9- 7 2 t 1 S 8 DESIGNED BY: HM REVIEWER: 35C JOB NO: 20256 VED 1UKWILA IT CENTER x i - ttVj1:0a =MEMK u • • OFTOP CONDENSING UNIT (TYPICAL) SEE 7/E5.3 04 FOR 116HTIg6 PROTECTION SYSTEM BONDING. -. LIGHTNING PROTECTION SYSTEM MAIN CONDUCTOR (TYP) LIGHTNING IPR9TECTION AIR TERMINAL (OM ROOF) SEE 4/E5.3 E 6/E5,3 (TYPICAL) Q • ii; o a Z O ; 0 ca ®5 COND -21 G E5.1 G • G E5.1 SCALE: NONE LIGHTNING PROTECTION SYSTEM DOWNLFAD. SEE 1/E5.3 E 2/E5.3. NOTE 1 CABLE TO CABLE CADWELD (TYP.) 2 \ FENCE GROUNDING 2' 6" MIN. OR 6" BELOW FROST LINE NOTES VERTICAL POST CONNECTED TO RING 1. VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER AND AT EACH GATE POST. AS A MINIMUM ONE VERTICAL POST SHALL BE BONDED TO THE GROUND RING IN EVERY 100 FOOT STRAIGHT RUN OF FENCE. 2. CONNECT GATE TO GATE POST (TYPICAL 2 PLACES) WITH #4/0 WELDING CABLE THAT HAS BEEN CRIMPED ON EACH END FOR THE CADWELD PROCESS. CADWELD CABLE TO POSTS. LENGTH TO ALLOW FULL SWING OF GATE. CONNECT GATE POSTS TO GROUND ROD. RESTORE EXISTING LANDSCAPING TO PRE - DISTURBED CONDITION AFTER INSTALLATION OF GROUND RING. E5.1 E5.1 SCALE: NONE p- GRAPE W //may' /, W' / /,CY r CADWELD (§s LIGHTNING PROTECTION AND EXTERIOR GROUNDING PLAN SCALE: 1 / 16 = i -0" GROUND CONDUCTOR #2 AWG BCW GROUND ROD WITH A PURE COPPER JACKET NOT LESS THAN 0.0012 THICK. 5/8'x10' -0" LONG. (SUPPLIED BY ELECTRICAL CONTRACTOR) TYPICAL GROUND ROD 30" MIN. TEST WELL AND COVER #2 AWG BCW TINNED PIGTAIL CADWELD TYPE GT CLEAN SAND FILL 1 "x4" SLOT IN 12" PVC PIPE GROUND CONDUCTOR, SIZE AS NOTED ON PLANS DRIVEN COPPER CLAD GROUND ROD 5/8" x 10' (SEE NOTE) D2 TYPICAL GRAPHIC SCALE: "Ijilt " 16 0 16 32 SCALE: 1/16 = 1 -0 NOTE: TO IMPROVE SYSTEM RESISTANCE, ERICO GEM MAY BE USED AS A BACKFILL MATERIAL IN AN AUGURED HOLE. PROVIDE RODS TO ACHIEVE MAXIMUM 3 OHMS RESISTANCE. ( a j GROUND ROD INSPECTION WELL E5.1 E5.1 SCALE: NONE G Q G GROUND CONDUCTOR ./7 NOTES BY SYMBOL O GROUND ROD INSPECTION WELL. (TYPICAL FOR 2) 0 PROVIDE BARE #2 AWG SOLID TINNED COPPER GROUND BURIED 30" BELOW GRADE OR 6" BELOW FROST LINE, WHICHEVER 15 GREATER. MINIMUM BENDING RADIUS THROUGHOUT THE INSTALLATION SHALL BE 12 ". RELOCATE EXISTING GROUND RING TO INDICATED LOCATION. O CONNECT FENCE POST TO GROUND RING. SEE 2/E5.1 FOR DETAIL. 0 GROUND GENERATOR FRAME AT EACH CORNER TO GROUND RING AS SHOWN. 0 BOND UTILITY TRANSFORMER GROUND TO GROUND RING PER UTILITY COMPANY'S REQUIREMENTS. O PROVIDE PVC SLEEVE WHEREVER GROUND CONDUCTOR MUST ROUTE THROUGH CONCRETE SLAB (TYPICAL). (Di CONNECT #750 KCMIL GROUND CONDUCTOR TO PRINCIPAL GROUND POINT. SEE 1/E5.2 AND 5/E5.4. O CONNECT BUS 4 METER ENCLOSURE TO GROUND RING. SEE DETAIL 2/E1.2. O SAWCUT EXISTING SIDEWALK IN ORDER TO INSTALL GROUND RING. UPON COMPLETION OF INSTALLATION, REPAIR SIDEWALK TO PRE- DISTURBED CONDITION. LIGHTNING PROTECTION SYSTEM NOTES 1. THE LIGHTNING PROTECTION INSTALLATION SHALL COMPLY IN ALL RESPECTS TO LIGHTNING PROTECTION INSTITUTE STANDARD 175. THE INSTALLATION SHALL BE MADE BY OR UNDER THE SUPERVISION OF AN L.P.I. CERTIFIED MASTER INSTALLER. 2, THE INSTALLATION OF THE LIGHTNING PROTECTION SYSTEM SHALL MEET THE REQUIREMENTS OF NATIONAL FIRE PROTECTION ASSOCIATION. STANDARD #780, CURRENT EDITION. 3. METAL BODIES OF INDUCTANCE LOCATED ABOUT THE ROOF SUCH AS METAL FLASHING, GRAVEL STOPS, ROOF DRAINS, SOIL PIPE VENTS, INSULATION VENTS, LOUVERS AND DOOR . FRAMES SITUATED WITHIN 6 -0" OF A LIGHTNING CONDUCTOR OR BONDED METAL BODY SHALL BE INTERCONNECTED TO THE LIGHTNING CONDUCTOR SYSTEM. 4. CONDUCTORS SHALL INTERCONNECT ALL AIR TERMINALS AND SHALL FORM A TWO -WAY PATH FROM EACH AIR TERMINAL HORIZONTALLY OR DOWNWARD TO CONNECTIONS WITH GROUND TERMINALS. 5. ALL LIGHTNING PROTECTION CONDUCTORS SHALL BE FASTENED NOT MORE THAN 3' -0" MAXIMUM SPACING. 6. CONNECTIONS TO GROUND ROD OR GROUND LOOP CONDUCTOR SHALL BE MADE AT A POINT NOT LESS THAN 1' - 0" BELOW GRADE AND 2' -0" AWAY FROM FOUNDATION WALL. 7. ACTUAL JOB -SITE CONDITIONS MAY NECESSITATE SLIGHT ALTERATIONS IN AIR TERMINAL AND GROUND ROD LOCATIONS. 8. AIR TERMINALS SHALL BE PLACED AT ALL UNPROTECTED OUTSIDE CORNERS AND LOCATED INTERMEDIATELY ON 20' -0" MAXIMUM SPACING AROUND THE ROOF PERIMETER OR RIDGE AND WITHIN 2' -0" OF OUTSIDE EDGE. 9. BOND ALL METALLIC PIPES INCLUDING WATER, FIRE, GAS, SEWER, STORM, ETC. WHICH ENTER THE STRUCTURE TO THE NEAREST DOWNLEAD, GROUND ROD OR GROUND LOOP. 10. THE LIGHTNING PROTECTION SYSTEM SHALL BE INSTALLED IN A NEAT AND INCONSPICUOUS MANNER 50 THAT ALL COMPONENTS WILL BLEND IN WITH THE APPEARANCE OF THE BUILDING. ALL MAIN CONDUCTOR CABLES AND DOWN -LEAD CABLES TO BE U.L. LABELED, 29 STRAND, 17 GA. COPPER, 192 POUNDS/ 1000 FT., 59,450 CM ( #2 AWG) 12. ALL SECONDARY BONDING WIRE SHALL BE COPPER WITH A WEIGHT OF 80 POUNDS/ 1000 FT, 26,240 CM ( #6 AWG). GROUNDING LEGEND - G— G GROUND ROD INSPECTION WELL (SEE 4/E5.1) 5/8 "x 10' COPPER CLAD STEEL GROUND ROD (SEE 3/E5.1) GROUND RING CADWELD CONNECTION OR LIGHTNING PROTECTION CABLE SPLICE #2 50LID TINNED BARE COPPER GROUND CONDUCTOR ALL BELOW GRADE GROUND CONNECTIONS SHALL BE CADWELD. COIL 12' -0" SPARE #2 SOLID TINNED BARE COPPER GROUND CONDUCTOR. LYNCOLE #K2 - 1005 XIT GROUND ROD, 10' IN LENGTH. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS. LIGHTNING PROTECTION AIR TERMINAL. SEE 4 /E5.3.FOR SPECS. 1 N F L O W Uptime all the time. 930 Bannock Street Suite Three Hundred Denver, Colorado 80204 (303)942-3275 F a x 942-2803 ccrs pa oy Architects & Engineers 2638 Century Parkway Suite Eight Hundred Atlanta, Georgi. 30348 (404,633-8998 F a x , 6 3 3 - 7 2 1 1 8 w N 8 DESIGNED BY: HM REVIEWER: ,15C JOB NO: 20256 N to 0 0 z 0 0 -6,1 • ■ i 1113 ltI I. am MI in IS IM SO III Imo._;,._.. SI RE Pa _.. IMI MI MI 111131 Et El Kt ILI 1113I MI 1111 MI MI MI I 111 MI 111/1 MI IM CI IM ego in trI Z11, 1M MI MI ht II lit lif FM IIIIII Li MI 1111 011 •W el T — r — � — - - i - -� RE 3.. r-BATTF - 8 BAT 4A 4A 4A 1rBATBATBAT S - SA 5A 5A NOTES BY SYMBOL 0 STRANDED COPPER PERIMETER GROUND RING. NO. 2 AWG BARE. O CONNECT PERIMETER GROUND RING TO PEDESTAL. SEE 2/E5.4 FOR DETAIL. (TYPICAL) O BOND FLOOR MOUNTED AIR CONDITIONER FRAMES TO THE PERIMETER GROUND RING USING A #6 AWG BARE STRANDED COPPER CONDUCTOR. SEE 3/E5.4 FOR DETAIL. (TYPICAL) 0 CONNECT RAISED FLOOR PEDESTALS USING #2 AWG BARE STRANDED COPPER WIRE. (TYPICAL) O SEE 4/E5.4 FOR RAISED FLOOR SIGNAL REFERENCE GROUNDING GRID DETAIL. O PROVIDE TWO CONNECTORS BETWEEN THE PERIMETER GROUND RING AND THE RAISED FLOOR GROUND BUS USING NO. 2 INSULATED STRANDED COPPER. 0 CADWELD #2 AWG SOLID TINNED COPPER CONDUCTOR FROM 5RG TO EACH STRUCTUAL STEEL COLUMN WITHIN DATA CENTER. C HALO GROUND RING TO CONSIST OF #2AWG SOLID TINNED OPFER CONDUCTOR. HALO TO BE MOUNTED ON STAND -OFFS (MAX s-0" O.C.) AT 7. -6" AFF. 0 CONNECT 750KCMIL GROUND CONDUCTOR TO GROUND RING. II OFFICE II 1C':i;. ^.. CQ Lib . t DfiTATRAX PANELS i SCALE: 1" = 10 -0" F60 1 -1J -1 L J RAISED FLOOR AND ELECTRICAL I ROOM GROUNDING PLAN 02 O003j7 EXPIRED GENERAL NOTES 1. GROUND EXISTING AND NEW EQUIPMENT IN ACCORDANCE WITH SPECIFICATIONS. PROVIDE ALL EQUIPMENT NECESSARY TO UPGRADE THE EXISTING GROUNDING IN ACCORDANCE WITH THESE SPECIFICATIONS. 2. ALL ABOVE GROUND CABLES TO BE COPPER AND HAVE GREEN INSULATION. 3. PROVIDE COPPER BUSBARS, ALUMINUM 15 NOT PERMITTED. 4. PROVIDE TWO HOLE LONG BARREL COMPRESSION TYPE CONNECTORS. MECHANICAL CONNECTORS ARE NOT PERMITTED. 5. THOROUGHLY CLEAN AND COAT ALL CONTACT SURFACE WITH NO -OX -ID "A" SPECIAL OR EQUIVALENT. 6. TURN CABLE TOWARDS THE GROUND SOURCE USING LONG SWEEPING BENDS. 7. UNLESS OTHERWISE NOTED, THE MINIMUM BENDING RADIUS FOR LEADS UP TO AND INCLUDING #6 AWG 15 SIX INCHES, FOR LEADS GREATER THAN #6 AWG 15 12 INCHES. B. METALLIC CONDUIT, SLEEVES AND RACEWAYS ARE NOT USED AS GROUNDING CONDUCTORS. 9. 10. 11. 15. 16. PROVIDE EXOTHERMIC WELDS FOR ALL BELOW GROUND CONDUCTOR CONNECTIONS. MOUNT ALL GROUNDING BUSBARS ON APPLE TYPE INSULATORS OR EQUIVALENT. LABEL ALL BUSBARS IN ACCORDANCE WITH THEIR FUNCTION, SUCH AS "FRAME GROUND BUS ", "PRINCIPAL GROUND POINT ", ETC. 12. DO NOT MOUNT GROUNDING CONDUCTORS ON THE CABLE RACK WITH OTHER CABLES. MOUNT ON SEPARATE CABLE RACKS, ON BRACKETS HUNG FROM THE CABLE RACK STRINGER OR TO THE SIDE OF THE STRINGER FOR SHORT DISTANCES. 13. SIZE ALL BUSBARS PER DETAILS ON DRAWING E5.5. 14. GROUNDING CONDUCTORS MAY NOT BE PASSED THROUGH METALLIC CONDUITS. SEE DRAWING E5.5 FOR GROUND BAR DETAILS. 10 0 10 SCALE: 1" = 10' GROUNDING CONDUCTORS SHALL BE SECURED BY "NON METALLIC" MEANS. USE ENDURO (800 231 - 7271) "DUROSTRUT" WITH ENDURO "NON- METALLIC" OR FIBERGLASS CLAMPS. GRAPHIC SCALE: 20 996 Bannock Street Slate Three Hundred Denver, Colorado 60204 (309,942-3275 Fax. 942-2803 MO nparsy Architects & Engineers 2695 Century Parkway Suite eight Hundred Ad., orgia 93 r 046 -09 Fax . 6 3 9- 7 2 t 1 S 0 0 0 DESIGNED BY: HM REVIEWER: JSC JOB NO: 20256 .2 y COPPER LOOP TYPE MASONARY CABLE ANCHOR. FURNISHED WITH 1 /4" X 1-1/4" MASONARY DRIVE ANCHOR. FASTEN CABLE 3. -0" O.C. MAX. REFER TO 3/E5.3 FOR CABLE BENDING. COPPER DOWNLEAD CABLE. COURSE CABLE EXPOSED DOWN EXTERIOR WALL CONSTRUCTION TO BELOW GRADE AS SHOWN ON DETAIL 2/E5.3 E5.1 E5.3 E5.3 COPPER DOWNLEAD CABLE. COURSE CABLE EXPOSED UP EXTERIOR WALL CONSTRUCTION TO ROOF EDGE AS SHOWN PER DETAIL 1/E5.3 COPPER LOOP TYPE MASONRY CABLE ANCHOR. FURNISHED WITH 1/4" X 1 -1/4" MASONRY DRIVE ANCHOR. FASTEN CABLE N-0" O.C. MAX COPPER LOOP TYPE PROTECTOR PIPE ANCHOR. FURNISHED WITH 1/4" X 1-1/4" MASONRY DRIVE ANCHOR. FOUR REQUIRED PER PROTECTOR. SPACE EVENLY IN A SIMILAR MANNER AS SHOWN. 1" X 10' POLYVINYLCHLORIDE (PVC) PROTECTOR PIPE. ONE REQUIRED PER EACH DOWNLEAD TO EXTEND A MINIMUM OF V-0" BELOW GRADE. SEAL ENDS OF PROTECTOR PERMANENTLY WATER TIGHT WITH DUCT SEAL. COPPER CABLE. COURSE CABLE BELOW GRADE TO GROUND ROD CONNECTION. REFER TO LAYOUT FOR LOCATION E5.1 5.3 1 \ TYPICAL DOWNLEAD ROUTING AT ROOF SCALE: NONE 2 \ TYPICAL DOWNLEAD ROUTING AT GRADE E5.3/ SCALE: NONE NOT ACCEPTABLE NOT ACCEPTABLE CABLE BENDING DETAIL SCALE: NONE COPPER CABLE. COURSE CABLE AS THE MAIN CONDUCTOR AND CLOSE CIRCUIT WHERE REQUIRED WITH SPLICER AS SHOWN PER DETAIL 8/E5.3. COPPER LOOP TYPE CABLE FASTENER. SECURE WITH #10 X 1" STAINLESS STEEL SCREW. FASTEN CABLE 3' -0" O.C. MAX CAST BRONZE PARALLEL COMBINATION CABLE SPLICER. CADWELD (EXOTHERMIC) CABLE TO GROUND ROD CONNECTION. UTILIZE MOLD STYLE "GY -168C" WITH CARTRIDGE SIZE NO. 150 #2 TINNED SOLID COPPER GROUND RING. 5/8" X 10' -0" COPPER- CLAD STEEL GROUND ROD. REFER TO LAYOUT FOR LOCATION D200b 3 17 < 90° EXPI RED 1/2" x 12" COPPER POINT, NICKEL PLATED. REFER TO LAYOUT FOR LOCATION 1/2" CAST BRONZE POINT BASE. SECURE WITH TWO #10 X 1" STAINLESS STEEL SCREWS SCALE: NONE AIR TERMINAL MOUNTING DETAIL SCALE: NONE TYPICAL OVERFLOW. SCUPPER BOND NOTE: THIS DETAIL DEPICTS NO SPECIFIC AREA SHOWN ON THE LAYOUT. THIS DETAIL ILLUSTRATES TYPICAL AIR TERMINAL. PLACEMENT FOR EITHER PARAPETS OR FLAT ROOFS. TYPICAL AIR TERMINAL �\ CORNER MOUNTING DETAIL E5.1 E5.3/ SCALE: NONE COPPER MAIN CABLE. COURSE CABLE AS THE MAIN CONDUCTOR AND CLOSE CIRCUIT WHERE REQUIRED WITH SPLICER AS SHOWN PER DETAIL 8/E5.3. CAST BRONZE PARALLEL COMBINATION CABLE SPLICER COPPER SECONDARY BONDING WIRE CAST BRONZE TERMINAL BONDING LUG, LEADED. SECURE WITH 1/4" X 3/4" STAINLESS STEEL MACHINE SCREW AND 1/4" STAINLESS STEEL NUT COPPER MAIN CABLE. COURSE CABLE AS THE MAIN CONDUCTOR AND CLOSE CIRCUIT WHERE REQUIRED WITH SPLICER AS SHOWN PER DETAIL 8/ E5.3. COPPER LOOP TYPE CABLE FASTENER. SECURE WITH #10 X 1" STAINLESS STEEL SCREW. FASTEN CABLE 3' -0" O.C. MAX. COPPER MAIN CABLE COPPER MAIN CABLE CADWELL "TEE" TYPE EXOTHERMIC CONNECTION. COPPER MAIN CABLE CABLE SPLICE DETAIL E5.1 E5.3 SCALE: NONE E5.3 3/8" CAST BRONZE BONDING LUG, LEADED. SECURE WITH 3/8" X 1" STAINLESS STEEL MACHINE SCREW AND 3/8" STAINLESS STEEL NUT COPPER SECONDARY CABLE. COURSE CABLE TO THE NEAREST MAIN CONDUCTOR AND CLOSE CIRCUIT WHERE REQUIRED WITH SPLICER AS SHOWN PER DETAIL 8/E5.3 TYPICAL METAL EQUIPMENT BONDING DETAIL SCALE: NONE CAST BRONZE PARALLEL COMBINATION CABLE SPLICER. COPPER CABLE CAST BRONZE PARALLEL COMBINATION CABLE SPLICER. COPPER SECONDARY BONDING WIRE #2 TINNED SOLID COPPER GROUND LOOP. 4-1/Z0 TO 6..0 COPPER ADJUSTABLE TYPE PIPE BONDING STRAP. INSTALLING CONTRACTOR TO FIELD ADJUST AND INSURE A SECURE BOND. COPPER MAIN CABLE. COURSE CABLE TO THE NEAREST MAIN CONDUCTOR AND CLOSE CIRCUIT WHERE REQUIRED WITH SLICER AS SHOWN PER DETAIL 8/E5.3. COPPER MAIN CABLE. COURSE CABLE TO THE NEAREST MAIN CONDUCTOR AND CLOSE CIRCUIT WHERE REQUIRED WITH SLICER AS SHOWN PER DETAIL 8/E5.3. 1 1/4 "0 TO 2"0 CAST BRONZE PIPE BONDING CLAMP (LEADED). INSTALLING CONTRACTOR TO FIELD ADJUST AND INSURE A TYPICAL METAL P IPES BOND. ( -- 6 BONDING DETAIL 1E5.1 E5.3 SCALE: NONE I N F L O W Uptime Al the time. 938 Bannock Street Suite Three Hundred owner, Colorado 90204 (303,942-327s Fax • 942-2809 NtOrspany Architects & Engineers 2636 Century Parkway Suite Eight Hundred Atlanta, Georgia 30943 (404) 633 -B99 B F a x r 6 3 3 - 7 2 1 1 S 0 0 DESIGNED BY: HM REVIEWER: ,NC JOB NO: 20256 RECEIVED TTY OF TUKWILA TRMIT CENTER CRIMPING LOCATION (TYPICAL BOTH ENDS) TO GROUND BU5 BARS • • [GYt a #2 AWG COMPRESSION CONNECTOR (TYPICAL BOTH ENDS) (1) 750 KCMIL IN 2" PVC (EACH) TO BUILDING COLD WATER SERVICE TO BUILDING STEEL TO GROUND BUS IN SWGR "A" TO FUTURE GROUND BUS IN SWGR "5" (1) 750 KCMIL IN 2 "C TO GROUND RING *NOTE TAGGING CABLE 15 REQUIRED AT BOTH ENDS OF CABLE. BOLTING HARDWARE MUST BE SILICONE BRONZE NOTES aar, (OMITTED FOR CLARITY) E5.4 E5.4 SCALE: NONE PROVIDE BUS WITH (4) VERTICAL HOLES PER DETAIL NO OX COMPOND UNDER LUG NO MORE THAN 1/16" PROTRUDING FROM END OF LUG CLEAR HEAT SHRINK 1 \ CRIMP DETAIL 7' 0" ELECTRICAL / UP5 ROOM E1.3 E5.1 E5.4 EXISTING SLAB (TYPICAL) SCALE: NONE INSPECTION HOLE #2 AWG COMPRESSION CONNECTOR CLEAR HEAT SHRINK OMITTED FOR CLARITY OPEN SLOT; ENSURE CABLE 15 INSERTED COMPLETELY INTO LUG. SILICONE BRONZE BOLTING HARDWARE NO MORE THAN 1/16" PROTRUDING FROM END OF LUG 7' - 0" GROUND BUS BAR ASSEMBLY #2 AW6 COMPRESSION CONNECTOR (TYPICAL BOTH ENDS) FEB- 1 I DC ROOM RAISED FLOOR COMPRESSION CRIMP 5 \ GROUND BAR RISER DIAGRAM AND NOTES o EXPI RED (1) 750 KCMIL IN 2" PVC (EACH) VERTICAL ROUTING SHALL BE WITHIN WALLS I RFGB 1 11 t18" N.O.C. 1. REFER TO DETAIL 1/E5.4 FOR CRIMPING AND GROUND BAR ATTACHMENT. 2. TAG ALL GROUNDING CONDUCTORS WITH FIBER "FAR END TERMINATION TAGS" AT BOTH ENDS. FLOOR STRINGER I RFGB -2 I I RFGB -3 I EQUIPMENT DATA CTR. ROOM #2 A5 SHOWN ON PLAN REFER TO RAISED FLOOR DETAIL 2/E5.2 BURNDY U BOLT - CAT #GP64526G1 HOLD TIGHT TO BOTTOM OF FLOOR PEDESTAL RAISED FLOOR GROUNDING DETAIL E5.4 SCALE: NONE 2. 3. TWO HOLE COPPER COMPRESSION TYPE GROUND LUG BURNDY TYPE YAZ LONG BARREL LUGS WITH INSPECTION WINDOW. 1/4" DIAMETER STAINLESS STEEL BOLT, NUT $ WASHERS ENCLOSURE GROUND CONNECTION GROUND BAR 4. EQUIPMENT E5.2 E5.4 SCALE: NONE nl ul il.1.,11a NMI VII GROUND BAR OR EQUIPMENT s6 GROUND CONDUCTOR RAISED FLOOR SIGNAL E5.4 4 REFERENCE GROUNDING GRID E 5.2 E5.4 / SCALE: NONE GENERAL NOTES (DETAIL 4/E5.4 ONLY) PROVIDE THE GROUNDING CONDUCTORS, CONNECTORS AND CONNECTIONS TO THE RAISED FLOOR IN ACCORDANCE WITH THE RAISED FLOOR GROUNDING DETAIL AS SHOWN. PROVIDE A SUPPLEMENTARY SYSTEM OF NO. 2 AWG BARE, SOLID, TINNED COPPER CONDUCTORS INSIDE THE PERIMETER, CONNECTED TO EVERY 6TH PEDESTAL. AT EACH INTERFACE OF THE NO. 2 PERIMETER AND NO. 2 INTERIOR CONDUCTORS, CONNECT BOTH CONDUCTORS TO RAISED FLOOR PEDESTAL VIA A BURNDY TYPE GP -G1, CAT. NO. GP64526G1. 4, PROVIDE FOUR CONNECTORS BETWEEN THE RAISED FLOOR GROUND BUS BAR AND THE PERIMETER NO. 2 CONDUCTOR. PROVIDE CONNECTING CONDUCTORS OF 2/0 AWG INSULATED STRANDED COPPER. CRIMP - CONNECT CONDUCTORS USING BURNDY C TAP CRIMP #YC26C26 OR APPROVED EQUAL TO THE #2 AWG PERIMETER CONDUCTOR. 6. BOND ALL UNDERFLOOR METALLIC CONDUITS, CABLE TRAY OR OTHER CONDUCTING STRUCTURES TO THE RAISED FLOOR GROUNDING SYSTEM AT THEIR POINTS OF ENTRY INTO THE RAISED FLOOR AREA. #6 GROUND CONDUCTOR #2 HALO GROUND CONDUCTOR BURNDY H -TAP CONNECTOR #YH292C CONDUCTOR ENDS REMAIN VISIBLE WHEN CONDUCTOR 15 SPLICED COLOR CODE STRIPS (TYPICAL) STRIP LENGTH 1 -1 /2" GROUND EVERY SIXTH PEDESTAL OF RAISED FLOOR IN BOTH DIRECTIONS. SEE 2/E5.3. 5. BOND ALL FLOOR MOUNTED AIR CONDITIONER FRAMES TO THE #2 PERIMETER CONDUCTOR VIA A NO.6 AWG BARE STRANDED COPPER CONDUCTOR BURNDY C TAP CRIMP #YC26C26 OR APPROVED EQUAL. 7. REMOVE ALL PAINT AROUND PERIMETER OF PEDESTAL AT THE POINT WHERE GROUND CONNECTOR AND CONDUCTORS ARE ATTACHED TO PEDESTAL. #2 AWG SOLID TINNED COPPER SIGNAL REFERENCE GROUNDING GRID CONDUCTOR (TYPICAL) FOR ALL #2AWG TO #2AWG CONNECTORS PROVIDE BURNDY C TAP CRIMP CONNECTOR. LOCATE ALL GROUNDING WIRE AND GROUNDING CLAMPS UNDER RAISED FLOOR. 1 N F L O W UpUme all the time. 938 Bannock Street Suite Three Hundred Denver, Colorado 90204 (306,942-627P FAX. 942 - 2 009 �a "o np any Architects & Engineers 2696 Century Parkway Suite eight Hundred Atlanta, Georgia 30346 F a x s R a x 6 9 3 - 7 2 1 1 S w 8 8 DESIGNED BY NM REVIEWER: J5C JOB NO: 20256 RE CEIVED O F TUKWILA MIT CENTER O N 0.531 DRILL E5.2 43.25 O O O O O 0 O O O O O O O O O O O O O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 in N. h N in 0 N in O LO h in O O N in h (0 M ,I Cr; M 06 N N N h N N ALL HOLES TO BE 0.437 DRILL EXCEPT AS NOTED EAR TO BE HD COPPER .25 THICK TYPICAL DRILLED HOLE DIMENSIONS FOR PGP BURNDY YAZ SERIES LUG OR EQUIVALENT DETAIL A: PEP GROUND BAR DETAILS PRINCIPAL GROUNDING POINT (PGP) E5.5 SCALE: NONE O O O O U) N INCLUDES 4" STANDOFFS, 5/8° HARDWARE 8 INSULATORS. 6.0 • -4.687 -3.687 -3.0 -2.312 • -1.312 0 O N E5.2 DIDOO 3 1? 0.531 DRILL 3D O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 O 0. 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 IA 0 M M M O M M M h N h N O N 4 N M (0 N N ALL HOLES TO BE 0.437 DRILL EXCEPT AS BAR TO BE HD COPPER .25 THICK O M N NOTED M BURNDY YAZ SERIES LUG OR EQUIVALENT DETAIL C: REED, FED O O M 6.0 • -4.687 • -3.687 -3.0 • -2.312 -1.312 0 TYPICAL DRILLED HOLE DIMENSIONS FOR RFGD, FED INCLUDES 4 STANDOFFS, 5/8 HARDWARE S INSULATORS. FRAME GROUND BAR (FGP) AND RAISED FLOOR GROUND BAR (RFGB) DETAILS E5.5 SCALE: NONE 1 t1 F L O W Up6me ali the time. 9313 Bannock Street Suite Throe Hundred aonver, Colorado 80204 (303)942-327S Fax, 9 4 2 - 2 8 0 3 Architects & Engineers 2636 Century Parkway Suite Eight Hundred Atlanta, Georgia 30345 (4 O 4) 6 3 3 - 6 9 9 6 F a a. 6 3 3 - 7 2 1 1 S 8 8 DESIGNED BY: HM REVIEWER: 38C JOB NO: 20256 SEQUENCE OF OPERATION FIRST FLOOR DATA CENTER EPO CONTROL PANEL T 0 0 0 R102 R102 UPS -1A SHUTDOWN UPS 1B SHUTDOWN 0 UPS -2A R102 SHUTDOWN 0 0 UPS -2B R102 SHUTDOWN 0 _L R102 T O 0 R102 T 0 SPARE SPARE J- - r- _L J_ 1 M Aral 0 0 0 0 0 0 120V CIRCUIT # L B -4 SYSTEM -RESET R102 R102 0 0 R102 R102 RI01 RI03 III 0 RI01 R1QM1 Dl UPS -3A SHUTDOWN UPS -3B SHUTDOWN UPS -4A SHUTDOWN 0 UPS -4B R102 SHUTDOWN UPS 5A SHUTDOWN 0 UPS -5B R102 SHUTDOWN I cl EPO STATION 4 /COVER AND KEY RELEASE PUSHBUTTON tTTP.) WIRING TERMINAL (TTP., 10 vaa R101 UNLATCH RI T T. TEDT -REIAY 0 0 0 0 R102 - R102 T 0 0 0 0 0 R102 R102 0 R102 0 I EPO POWER ON I EPO ARMED I IUM ACTIVATED( IEPO TEST MODE I TEST OK I IEPO HAINT. MODEL CRAG PANEL MA R102 SHUNT TRIP CRAG PANEL MB SHUNT TRIP CRAG PANEL MC _L SHUNT TRIP CRAC PANEL MD SHUNT TRIP SHUNT TRIP SPARE 0 CRAG PANEL ME .L 0 0 0 0 0 0 0 0 R102 R102 R102 SPARE R102 DATA TRAX MONIT. DC POWER PLANT #1 SHUTDOWN DC POWER R102 PLANT #2 SHUTDOWN SPARE _L SPARE T R102 O AN EMERGENCY POWER OFF (E.P.O.) SHALL BE PROVIDED FOR ALL COMPUTER EQUIPMENT AREAS. THE SYSTEM SHALL BE CONTROLLED FROM AN EPO CONTROL PANEL. E.P.O. CONTROL PANEL 1. POWER TO THE ECP SHAL BE SINGLE PHASE 120 VAC PROVIDED FROM A STANDBY POWER SOURCE. A WHITE INCANDESCENT LIGHT ON THE ECP SHALL INDICATE POWER 15 AVAILABLE. ALL COMPONENTS; RELAYS, PUSH - BUTTONS, ROTARY SWITCHES, PILOT LIGHT5.5HALL BE INDUSTRIAL GRADE BY SQUARE D. OR ALLEN BRADLEY. PROVIDE CONTACTS ON RELAYS AS NEEDED PLUS TWO SPARES EACH (MININUM). 2. THE ECP SHALL BE CAPABLE OF OPERATING IN THREE MODES, "ARMED" "TEST" AND "MAINTENANCE ". OPERATIONAL MODE SHALL BE SELECTED FROM A KEY OPERATED SELECTOR SWITCH. STATUS OF THE SWITCH POSITION SHALL BE REPORTED TO THE DATA TRAX SYSTEM. a. ARMED MODE A WHITE INCANDESCENT LIGHT ON THE ECP SHALL ILLUMINATE WHEN THE ECP 15 PLACED IN ARMED MODE. DEPRESSING AN E.P.O. STATION'S RED PUSH- BUTTON SWITCH SHALL CAUSE THE FOLLOWING: RED INCANDESCENT LIGHT(5) ON THE ECP SHALL ILLUMINATE INDICATING AN E.P.O. SWITCH HAS BEEN ACTIVATED AND AC/ UPS UNITS HAVE BEEN SHUTDOWN. "THE E.P.O. ACTIVATED" RELAY SHALL BE ENERGIZED AND SHALL SEND A SIGNAL TO THE DATA TRAX SYSTEM AND SHALL ENERGIZE THE ASSOCIATED SHUT DOWN RELAY(S) IN THE ECP PANEL. CONTACTS FROM THE AC AND UPS SHUT DOWN RELAYS WITHIN THE RELAY PANELS SHALL SERVE TO ACTIVATE THE AFFECTED ZONE'S REMOTE EPO CONTACTS WITHIN UPS UNITS AND AIR CONDITIONERS WHICH SERVE THE DATA CENTER. b. THE ECP'S RED INDICATOR LIGHT(5) SHALL REMAIN ACTIVE UNTIL ALL EPO PUSH BUTTONS HAVE BEEN RESTORED TO THEIR NORMAL STATE BY MEANS OF A KEY RELEASED MECHANISM AND THE ECP'S RESET PUSH BUTTON 15 DEPRESSED. TEST MODE PLACING THE MODE SELECTOR SWITCH IN THE TEST POSITION SHALL CAUSE THE TEST RELAY TO ACTIVATE. THE ACTIVATION OF ALL TEST RELAYS SHALL CAUSE AN AMBER INCANDESCENT LIGHT ON THE ECP TO ILLUMINATE. WHEN THE ECP 15 PLACED IN TEST MODE, ALL ASSOCIATED SHUNT TRIP FUNCTIONS ARE DISABLED BY MEANS OF TEST RELAYS. THIS MODE ALLOWS THE E.P.O. PUSH- BUTTON STATIONS TO BE TESTED WITHOUT REMOVING POWER TO THE ZONE WHEN AN E.P.O. STATION 15 ACTIVATED. c. MAINTENANCE MODE A GREEN INCANDESCENT LIGHT ON THE ECP SHALL ILLUMINATE WHEN THE ECP 15 PLACED IN MAINTENANCE MODE. WHEN THE ECP 15 PLACED IN MAINTENANCE MODE, ALL E.P.O. STATIONS, SHUNT TRIP FUNCTIONS AND TEST FUNCTIONS ARE DISABLED. THIS MODE ALLOWS FOR SERVICE TO THE E.P.O. SYSTEM WITHOUT RISK OF ACCIDENTAL POWER L055 TO THE ZONE WHEN AN E.P.O. STATION 15 ACTIVATED. E.P.O. STATION MOUNTING HEIGHT AT 5' - O " A.F.F. TO TOP y MOMENTARY 5P5T. PUSH BUTTON 3. EPO STATIONS SHALL BE LOCATED IN THE FIELD AS DIRECTED BY ENGINEER /OWNER. 4. PROVIDE "STOPPER II" COVER PLATES ON ALL STATIONS. MODEL 5T11100C9 FOR FLUSH MOUNT, ST11100C9 FOR SURFACE MOUNT (5.T.1 - PHONE 248- 673 -9898) COVER PLATE SHALL GIVE A LOCAL AUDIBLE ALARM AS COVER 15 OPENED. SURFACE CABINET, 1. E.P.O. STATIONS SHALL BE LOCATED AS INDICATED ON THE PLANS. 2. E.P.O. STATIONS SHALL CONSIST OF THE FOLLOWING COMPONENTS: a) RED, PUSHBUTTON WITH NORMALLY OPENED CONTACTS. THE PUSH - SUTTON SHALL LOCK IN THE DEPRESSED POSITION THE PUSH - BUTTON SHALL BE RELEASED TO ITS NORMAL STATE BY MEANS OF A KEY RELEASE MECHANISM. b) HINGED PUSH- BUTTON COVER WITH SAFETY PIN AND HINGED LEXAN COVER GUARD TO PROTECT PUSH - SUTTON STATION FROM INCIDENTAL CONTACT BY PERSONNEL OR EQUIPMENT. MOUNTED NEMA -1 RELAY SIZE AS REQUIRED ARM I TEST I RESET E.P.O. TEST OK I MAI NT.I MODE SELECTOR SWITCH ZONE CONTROL PANEL X 0 EPO POWER ON EPO ARMED EPO MAINT. MODE EPO TEST MODE EPO ACTIVATED ENGRAVED PHENOLIC NAMEPLATES (TYP.) E.P.O. PUSH BUTTON DETAIL NO SCALE ZONE NAME PER SCHEMATIC HINGED FRONT COVER MODE SELECTOR SWITCH (KEY OPERATED) PROVIDE NUMBER PER PLAN REMOVABLE COTTER PIN, CHAIN ATTACHED 4" SQUARE STAINLESS STEEL PLATE FLUSH Lii 120V, 10A, 2 POLE HEAVY DUTY NEMA - i PUSHBUTTON ALLEN - BRADLEY TYPE 800H WITH #600H -N140 LOCKING COVER 2 DOD _ 3 1 7 EXPIRED I N F L O W Uptime all the time. 938 Bannock Street Suite Three Hundred Danner, Colorado 60204 (303,942-3275 Feat 942 -2 8 0 3 KtOpany Architects & Engineers 2638 Century Parkway Srita Elght Hundred wtlanta, Georgia 90368 (004:633 -6998 Pa x 698 - 71'1'1 S z 0 8 S 0 r S DESIGNED BY: HM REVIEWER: .ISC I JOB NO: 20256 ECEIVED CI R OF TUKWILA "I RMIT CENTER DATA TRAX CONDUIT REQUIREMENTS DATA TRAX UNIVERSAL INPUT ENCLO5UE5 (4) MOUNTED ON WALL IN ELECT. RM. FURNISH AND MOUNT 12"X12" X4" JUCTION BOX IN ELECT. RM. NEAR ENCLOSURES FURNISH AND MOUNT 8 "X8 "X4" J- BOX ON EACH UPS MODULE (TOP, RIGHT/ FRONT CORNER) FURNISH AND MOUNT 8°X8 "X4" J- BOX NEAR GENSET INTELLIGENT INTERFACE PORT OR TO THE POWERCOMMAND GATEWAY MODULE POWER 3/4" CONDUIT TO EACH ENCLOSURE FROM CIRCUIT J- BOX (4 ENCLOSURES) PULL CONDUCTORS FROM CIRCUIT J BOX TO EACH ENCLOSURE (1) 120VAC UP5 20 AMP CIRCUIT) (1) 120VAC UP5 20 AMP CIRCUIT TO EACH UPS J- BOX (STANDARD 3 -PRONG OUTLET) (1) 120VAC UPS 20 AMP CIRCUIT TO GENSET J -BOX (STANDARD 3 -PRONG OUTLET) DATA 2" CONDUIT TO JUNCTION BOX FROM EACH INPUT ENCLOSURES 2" CONDUIT FROM J- BOX TO STUB OUT ABOVE CEILING GRID IN DATA CENTER 2" CONDUIT FROM J- BOX TO STUB OUT UNDER ACCESS FLOOR IN DATA CENTER 3/4" CONDUIT FROM J BOX TO GENSET INTELLIGENT INTERFACE PORT OR TO THE POWERCOMMAND GATEWAY MODULE 3/4" CONDUIT FROM J- BOX TO ALL PV55(5) 3/4" CONDUIT FROM J BOX TO EACH UPS MODULE J- BOX 3/4" CONDUIT FROM J- BOX TO HVACS IN ELECT. RM. DATA TRAX UNIVERSAL SOLO ENCLOSURE PANELS (4) 3/4" CONDUIT CONDUIT TO VEDA IN ELECT RM. CONDUIT TO EACH UPS MODULE CONDUIT TO 1V55(s) CONDUIT TO HVACS IN IN ELECT RM. 2 E4.2 4 J- BOX (12 "x12 "x4 ") 2" CONDUIT UP5 CIRCUIT DATATRAX ONE -LINE DIAGRAM S ALE: NONE E XPIRED CONDUIT TO GENSET INTELLIGENT INTERFACE PORT OR TO THE POWERCOMMAND GATEWAY MODULE 3/4" CONDUIT FOR ALL CONDUIT TO STUB OUT UNDER ACCESS FLOOR IN DATACENTER CONDUIT TO STUB OUT ABOVE CEILING GRID IN DATACENTER Dcloopr I NF LOW UpEme all the time. 936 k Street Suite Three Hundred Denver, Colorado 00204 (303,942-3273 Fast 9 4 2 - 2 0 0 3 P a y Architects & Engineers 2638 Century Parkway Suite Eight Hundred Atlanta, Georgia 36348 (404,633-0008 F a%, 6 3 3 - 7 2 1 1 O S DESIGNED BY: HM REVIEWER: JSC JOB NO: 20256 E6.2 I a 0 0 0 N 0 N 0 0 c c� 0 PROVIDE UTILITY MARKER TAPE BURIED 12 BELOW FINISHED GRADE E1.2 PROVIDE UTILITY MARKER TAPE BURIED 24" BELOW FINISHED GRADE EXISTING SURFACE THICKNESS +. 1 MIN. - UNDISTURBED SOIL El .1 36" #3 STIRRUP AT 5 FT. O.C. 1.2 E6.3 SCALE: NONE 1 1= 111 =1 -11 -11 I ;1111 - 111 = 10 - I— UNDISTURBED 50IL 6" LAYER OF STONE WHERE REQUIRED 3000 P5I CONCRETE NOTES (DETAIL 2/E5 ONLY): 1. CLEAN SURFACES OF DIRT, CLAY AND OTHER OBJECTIONABLE MATERIAL. 2. SAWCUT EXISTING PAVEMENT TO PROVIDE STRAIGHT VERTICAL JOINT. 4 \ PAVEMENT CUT $ PATCH DETAIL COMPACTED BACKFILL 4" C. FOR POWER (TYPICAL FOR 8) EIGHT UNDERGROUND SERVICE ENTRANCE CONDUIT DETAIL E6.3 SCALE: NONE 3" NEW ASPHALT PAVEMENT 8° STABILIZED AGGREGATE BASE COURSE EXISTING PAVEMENT EXISTING BASE -- 12" TYPICAL CONDUIT SIZE AS INDICATED ON PLAN COMPACTED BACKFILL OI OIL*44"W ri'W i 4**,OI 4 ily E1.1 #5 CONTINUOUS REBAR 36" Iz" 2 \ FIBER INNERDUCT DETAIL E6.3 SCALE: NONE n, BRACKET HANGER — CONDUIT E0.0 E6.3 SCALE: NONE ASPHALT FINISHED GRADE WARNING TAPE 4" CONDUIT (TYPICAL) 4 - 1" INNERDUCTS WITH TRI -PLEX PLUG (TYPICAL) BRACKET- CONDUIT HANGER LONGITUDINAL AND TRANSVERSE BRACING 3/8" BOLT & NUT TO STEEL JOIST OR 1/2" CONCRETE ANCHOR WITH MIN. TENSION CAPACITY OF 1130 LBS. -- HANGER ROD SEE SPECS. CABLE PLAN HANGER CONDUIT SECTION ROUTE CONDUITS ALONG INTERIOR WALL, CONCEALED. (4) 4" FIBER CONDUITS W /PULLSTRINGS W/ (4) 1" INNERDUCTS W/ PULLSTRING PER CONDUIT EXTERIOR GRADE 1 /4 "0STEEL CABLE WITH BREAKING STRENGTH OF 4940 LBS. (2) U -BOILT CLIPS PER CONNECTION TRANSVERSE BRACING PROVIDE TRANSVERSE AND LONGITUDINAL BRACING AT ENDS OF CONDUIT AND AT 80 FEET ON CENTER. PROVIDE TRANSVERSE BRACING AT 40 FEET ON CENTER. 5 \ SEISMIC CONDUIT RESTRAINTS DETAIL 2'x2'x1 PULLBOX INTERIOR WALL 3 \ FIBER RISER DIAGRAM E1.1 E6.3 SCALE: NONE E4.2 E4.4 ROUTE CONDUITS ABOVE CEILING ,,/— — CEILING COLUMN RAISED FLOOR 2'x4'x1' PULLBOX SLAB `\)2000 " 3/7 vows' (4) 4" FIBER CONDUITS W /PULLSTRINGS W/ (4) 1" INNERDUCTS W/ PULLSTRING PER CONDUIT ROUTE CONDUITS ALONG DESIGNATED COLUMN. 5EE 1/E4.2. 1 !J F L A W I Uptime all the time. 938 gannoek Street Suite Three Hundred Denver, Colorado 00204 (3 0 3 1 9 4 2- S 2 7 S Fax. 9 4 2 - 2 6 0 3 Ii i3Ospany Architects & Engineers 2696 Century ParkWay Suite Eight Hundred Atlanta, Georgia 80346 (404)633-899e Fan •6 9 9- 7 2 11 S 0 0 `i 0 DESIGNED BY: HM REVIEWER: JSC JOB NO: 20256 2' - 6" ®F9 El 72" 4" 35" 1/2 SCALE: NOT TO SCALE EQUIP. SPACE PANELBOARC WIREWAY i o / 20" AC POWER PANEL DETAIL -9" EXTENDED 8' -9" RETRACTEb EXTENDED RETRACTED 6" 2' -2.25' �— 12' 1' -9 7'-2.75 FROM ACCESS FLOOR 25" 1'- 3.75" 2.5" 1 -1 I 1- 11.75" 675" 1 —y- 1 , - 10" AC POWER PANEL SUPPORT DETAIL SCALE: NOT TO SCALE 1'- 5.875" � T 9.75" 2' - 2.25" 5.375" SCALE: NOT TO SCALE AC $ DC POWER PANEL DETAIL DC POWER DISTRIBUTION PANEL (O.F.C.I). PROVIDE A SHELF ABOVE PANEL WITH FLAT BLACK FINISH. SECURE SHELF TO PANEL SUPPORT FRAME WITH SHELF TAPPING SCREWS. (SHELF -B- LINE #5B -747V- 15) BRANCH CIRCUIT MONITORING EQUIPMENT SPACE. CONNECT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. AC POWER PANEL BOARD (O. F.C.I) MOUNT ON UNISTRUT FRAME, SUPPORT FROM FLOOR. 4 "x4" WIREWAY MOUNTED INSIDE AC POWER PANEL FOR DC CABLE ROUTING. £31000 3(7 E,Vpji I N F Law Uptime all the time. 930 Bannock Street Suite Three Hundred Denver, Colorado 00204 <303,942-327s Fax, 942-2803 W a Architects & Engineers 2633 Century Parkway Suite Eight Hundred Atlanta, Georgia 30343 <40.633-8998 Pax , 6 3 3 - 7 2 1 1 S 0 8 O DESIGNED BY: HM REVIEWER: ,SC JOB NO: 20256 EKED 711Kb`11LA CENTER MAIN SWITCHBOARD DETAIL SCALE: 3/4 " =1 '0" SCALE 3/4"=1'0" DISTRIBUTION SWITCHBOARDS "DP-1", DP -2 DP -3 "DP-4", DP -5 ROLL —UP GENERATOR SERVICE HEAD SERVICE HEAD f 5UPPORT 3000 A BREAKER (ROLL —UP GENERATOR) 3000 A BREAKER (NORMAL GENERATOR) GENERATOR SWITCHGEAR DETAIL SCALE: 3/4 "_1' -0" JWL)U 1 - 3 1 v 1 0 1 2 3 SCALE: 3/4" = 1' -0" Uptime all the time. 938 Bannock Street Suite Three Hundred Guavar, Colorado 60204 (203)942-3275 Fax. 942-2603 1p a — ny Architects & Engineers 2696 Century Park Way Suite Eight Hundred Atlanta, Gang. 90346 H04)633-8996 F a x t 6 3 3 - 7 2 1 1 S � a 8 E6,5 DESIGNED BY: HM REVIEWER: J5C JOB NO: 20256 Date Plotted:07—NOV-2000 DRAWING IS HALF SCALE Drawing locatio ❑ J��i� 'i'i•�O'O'i'i'ivOpi' 'ii':'i; ❑ TV50 KWH KWH ❑ ❑ METER METER ❑ A 3000 A MAIN BREAKER (STANDBY) 3000 A MAIN BREAKER (NORMAL) ❑ ° �� I II I I II I ° SERVICE ENTRANCE PULL SECTION E ❑ rrA i ❑ ❑ ❑ MAIN SWITCHBOARD DETAIL SCALE: 3/4 " =1 '0" SCALE 3/4"=1'0" DISTRIBUTION SWITCHBOARDS "DP-1", DP -2 DP -3 "DP-4", DP -5 ROLL —UP GENERATOR SERVICE HEAD SERVICE HEAD f 5UPPORT 3000 A BREAKER (ROLL —UP GENERATOR) 3000 A BREAKER (NORMAL GENERATOR) GENERATOR SWITCHGEAR DETAIL SCALE: 3/4 "_1' -0" JWL)U 1 - 3 1 v 1 0 1 2 3 SCALE: 3/4" = 1' -0" Uptime all the time. 938 Bannock Street Suite Three Hundred Guavar, Colorado 60204 (203)942-3275 Fax. 942-2603 1p a — ny Architects & Engineers 2696 Century Park Way Suite Eight Hundred Atlanta, Gang. 90346 H04)633-8996 F a x t 6 3 3 - 7 2 1 1 S � a 8 E6,5 DESIGNED BY: HM REVIEWER: J5C JOB NO: 20256 Date Plotted:07—NOV-2000 DRAWING IS HALF SCALE Drawing locatio PANELBOARD SCHEDULE A1,B1,D1,E1,F1,J1,K1,N1,P1,Q1 A2,132,P2,E2,F2,J2,K2,N2,1 B3,C3,E3,F3,63,K3,MP,P3,Q3 B4,C4, E4, F4,64,K4,M4, P4,Q4 PANELBOARD SCHEDULE C1,61,M1 C2 62 M2 A3,D3; 3,N4 Upttmeall ``"' I N F L O W the time. MAINS: 2255 MW I VOLTAGE: 120 /208V. PHASE. 30 WIRE 4W. I MOUNTING: SURFACE MAINS: 225A MLO I VOLTAGE: 120/208V. PHASE: 30 WIRE 4W. I MOUNTING: SURFACE 958 nannnek street suers Three Hundred !Denver, Colorado aozos (SOS) 9 4 2 - 3 2] 3 Fax. 942 CIR. N. 0 TRIP QL� DESCRIPTION CONNECTED LOAD VA DESCRIPTION TRIP /POLE CIR. CIR. TRIP NO N. O OLE DESCRIPTION CONNECTED LOAD VA DESCRIPTION TRIP / ! OIF CIR. NO . PA PB PC PA PB PC 1 20/ 1 CABINET 1 RECEPTACLES 9660 0/9 CABINET 2 RECEPTACLES 20/ 1 2 I 20/ 1 3 20/1 CABINET 1 RECEPTACLES CABINET 3 RECEPTACLES 960/960 96060 CABINET 2 RECEPTACLES CABINET 4 RECEPTACLES 20/ 1 20/1 2 4 3 20/1 CABINET 3 RECEPTACLES 960�F,0 CABINET 4 RECEPTACLES 20/1 4 VOINTI DO company Architects & Engineers C d Suite b Elgh ghe HHundrerod Atlanta, Georgia, 30345 Pau s O 4 633 P 6S3 5 20/1 CABINET 5 RECEPTACLES 96O/ CABINET 6 RECEFTACLE5 20/1 6 5 20/1 CABINET 5 RECEPTACLES 9• 9 () CABINET 6 RECEPTACLES 20/1 6 7 20/1 CABINET 7 RECEPTACLES 960/- CABINET 8 RECEPTACLES 20/1 8 7 20/1 : IN 7 R - T:. _ 960 960 CABINET 8 RECEPTACLES 20 1 8 9 20/1 CABINFT 9 RECEPTACI FS 960 /960 CABINET 10 RECEPTACLES 20/1 10 9 20/ CA BINFT 9 RECFPTAN.I F9 _ e4 960 CABINET 10 RECEPTACLES 20/ 1 10 11 20/ 1 CABINET 11 RECEPTACLES 96 060 CABINET 12 RECEPTACLES 20/1 12 11 20/1 CABINET 11 RECEPTACLES 96° ,460 CABINET 12 RECEPTACLES 20/ 1 12 13 20/1 CABINET 13 RECEPTACLES 0 / 9 9660 CABINET 14 RECEPTACLES 20/1 14 13 20/1 CABINET 13 RECEPTACLES 960/960 CABINET 14 RECEPTACLES 20/1 14 15 20/1 CABINET 15 RECEPTACLES 960 9 60 CABINET 16 RECEPTACLES 20 1 / 16 15 20/1 17 20/1 CABINET 15 RECEPTACLES CABINET 17 RECEPTACLES 960 / 960/ - SPARE RECEPTACLE SPARE RECEPTACLE 20 / 1 20/ 1 16 18 17 20/ 1 CABINET 17 RECEPTACLES 960/ - SPARE RECEPTACLE 20/ 1 18 19 20/ 1 SPARE RECEPTACLE - / - - / - SPARE RECEPTACLE SPARE RECEPTACLE 20 1 20/1 20 19 20/1 22 . 21 20/1 SPARE RECEPTACLE SPARE RECEPTACLE - / - - � - SPARE RECEPTACLE SPARE RECEPTACLE 20/1 20/1 20 22 21 20/1 SPARE RECEPTACLE 23 - SPACE - / - SPACE - 24 23 - SPACE - 7 - SPACE - 24 25 - SPACE - /- SPACE - 26 25 - SPACE - ./- SPACE - 26 27 - SPACE - /- SPACE - 28 27 - SPACE - /- SPACE - 28 29 - SPACE - / - -,./.- SPACE SPACE - - 30 29 - 32 31 - SPACE SPACE - / - - /- SPACE SPACE - - 30 32 31 - SPACE 33 - SPACE - / - SPACE - 34 33 SPACE - / - SPACE - 34 35 - SPACE - / - SPACE - 36 35 - SPACE - - / - SPACE - 36 37 - SPACE - / - SPACE - 38 37 - SPACE - / - SPACE - 38 39 - SPACE - / - SPACE - 40 39 - SPACE - / - SPACE - 40 41 - SPACE - / - SPACE - 42 41 - SPACE - / - SPACE - 42 MINIMUM BREAKER A.I.C.: 18,000 TOTAL PA TOTAL 0 B TOTAL P C 45.3 A. MINIMUM BREAKER A.I.C.: 18000 TOTAL PA TOTAL P B TOTAL P C ° 4800 42.6 A. • 4800 5760 4800 5760 4800 . ALL 120/2080 PANELS SHALL HAVE 200% SIZED NEUTRALS. . ALL 120/2080 PANELS SHALL HAVE 200% 51ZED NEUTRALS PANELBOARD SCHEDULE- HA PANELBOARD SCHEDULE- HD PANELBOARD SCHEDULE- LA PANELBOARD SCHEDULE- LB MAINS: 2254 MC5 I VOLTAGE: 277/4000. P1 30 WIRE: 4W. I MOUNTING: SURFACE MAINS: 225A MC5 VOLTAGE: 277/4800. PHASE: 30 WIRE: 4W. MOUNTING: SURFACE MAINS: 2506 MC5 I VOLTAGE: 120/2080. PHASE: 30 WIRE: 4W. I MOUNTING: SURFACE MANS: 2500 MLO I VOLTAGE: 120 /2000. PHASE: 30 WIRE: 4W. MOUNTING: SURFACE CIR. TRIP CONNECTED LOAD VA TR IP CIR. CIR. TRIP CONNECTED LOAD VA TRIP CIR. CIR. NO' TRIP /POLE DESCRIPTION CONNECTED LOAD VA . DESCRIPTION TRIP IP POLE CIR. NO. CIR. NO •E T DESCRIPTION CONNECTED LOU VA TRIP CIR. Na OLE DESCRIPTION PA PB PC DESCRIPTION OLE N0 N0 OLE DESCRIPTION PA OD PC DESCRIPTION O LE N°. PA PB PC PA 05 PC DESCRIPTION , NO 1 20/1 LIGHTS -COST. /CAT. 24804457 LIGHTS-NOG/PRESENTATION 20/1 2 1 20/1 LIGHTS- DATA CENTER 2650659 LIGHTS- DATA CENTER 20/1 2 1 20/1 RECEPTACLES -OFFICE 1089/200 RECEPTACLES- REFRIGERATOR 20/I 2 1 20/I GENERATOR STRIP HEATER 1200 FUN STRIP HEATER 2 z 0 3 20/1 LIGHTS- RECEPTION 21384,,,, LIGHTS- TRAIN /CONFERENCE 20/1 4 3 2001 LIGHTS- DATA CENTER 9F.5q LIGHTS- DATA CENTER. 2001 4 3 20/1 RECEPTACLRECEPTACLES-TRAINING 90 %00 RECEPTACLES- REFRIGERATOR 20/1 4 3 20/1 EXTERIOR RECEPTACLES 200 54% 500 / C PANEL EPO CONTROL 60100NE SPRINKLER SYSTEM 20/ 1 20/1 20/1 4 6 5 20/1 LIGHTS- CORRIDOR 1897/ LIGHTS - OFFICES 20/1 6 5 20/1 LIGHTS- DATA CENTER 2659 LIGHTS- DATA CENTER 20/1 6 5 20/1 OVERHEAD PROJECTOR 4 SCREEN 5UU / 900 RECEP-UNDERCOUNTER ICEMAKER 20/1 6 5 20 MOD PLC BREAKER MONITORING 0 7 20/1 866606OOM 181 SPARE 20/1 8 7 20/1 LIGHTS DATA CENTER 2650659 LIGHTS- ELECTRICAL 20/1 8 7 20/1 RECEPTACLES- 108200 RECEPTACLES-DISHWASHER 20/1 8 7 20/1 RECEPTACLES DATA CENTER 108(500 _ OUTDOOR 9 100 GENERATOR LOADCENTER 305 85F FUTURE GENERATOR LOADCENTER 100 10 9 20/1 LIGHTS- DATA CENTER 2509 LIGHTS- DATA CENTER /CAGES 20/1 10 9 20/1 RECEPTACLES - RESTROOM 126 RECEPTACLES-GARBAGE DISPOSAL 20/1 10 9 20/1 RECEPTACLES DATA CENTER 9 0500 OUTDOOR 11 166,55e 1 12 11 20/1 LIGHTS- DATA CENTER 302_ SPARE 20/,1 12 11 20/1 RECEPTACLES- RESTROOM 900/360 RECEPTACLES-COUNTER 20/1 12 11 20 /1 RECEPTACLES -ROOF 10 /500 13 30 6<00A06 1 3 14 13 20/1 1 SPARE -/ - SPARE 20/1 1 14 13 20/1 1 OVERHEAD PROJECTOR 4. SCREEN 500100 RECEPTACLES- MICROWAVE 2001 14 13 20/ 1 RECEPTACLES -ROOF 108(500 007000 007000 15 20/1 SPARE - 9462 LIGHTS -OPEN AREA 20/ 1 16 15 20/ 1 SPARE - / - SPARE 20/1 16 15 20/1 RECEPTACLES- RECEPTION 900/4100 RECEPD MICROWAVE 20/1 16 15 20/ 1 ELECTRIC WATER HEATER 960/500 EXIST. CONTACTOR-HIGH 17 20/1 RE0TR0016 1496/ - SPARE 20/1 18 17 20/1 SPARE - / - SPARE 20/1 18 17 20/1 RECEPTACLES- RECEPTION 1269,4100 RECEPT/ COFFEE 20/1 18 17 19 21 20/1 20/1 20/1 EF- 1,EF- 2,EF -3 SPARE EF -4, EF -5 4 RCF -I -/4000 _ 1 089,0000 1 0094200 EXIST. CONTACTOR-F.XTERIOR LT5. EXIST. TELEPHONE TEMPORARY PI TEMPORARY PHASE 2 LIGHTS 20/1 0/1 18 19 20/1 SPARE - / - SPARE 20/1 20 19 20/1 SPARE - SPARE 20/1 20 19 20/1 RECEPTACLES- RECEPTION 126- 9/ SPARE 20/1 20 21 20/1 SPARE - / - SPARE 20/1 22 21 20/1 SPARE - / - SPARE 20/1 22 21 23 25 20/1 20/1 20/1 SPARE RECEPTACLES- COFFEE RECEPTACLES - DISPOSAL 100000 - 4000 500/4200 RECEPTACLES- COPIER RECEPTACLES-PRINTER RECEPTACLES -COPY /FAX 20 /1 20/1 20/1 23 25 27 20/1 20/1 20/1 SPARE SPARE SPARE - /- " /- - / - SPARE SPARE SPARE 20/1 20/1 20/1 24 26 26 23 25 27 20/1 20/1 20/1 SPARE SPARE SPARE " /- - /- - / - SPARE SPARE SPARE 20/1 20/1 20 /1 24 26 28 23 20/1 5F -1 700/4000 25 20/1 CATER /PRESENTATION LIGHTS 8000( SPARE _ 27 20/1 RECEPTACLES -WATER FOUNTAIN 10000480 RECEPTACLES- OFFICE 20/1 27 20/1 WALL SCONCE LIGHTS 80% _ SPARE 29 20/1 SPARE - 7 - SPARE 20/1 30 29 20/1 SPARE -7- SPARE 20/1 30 29 20/1 RECEPTACLES -WATER FOUNTAIN 1000,420 RECEPTACLES- OFFICE 20/ 1 29 20/1 WALL SCONCE LIGHTS _ 800/- SPARE 31 20/1 SPARE - / - SPARE 20/1 32 31 20/1 SPARE - / - SPARE 20/1 32 31 20/1 RECEPTACLES- ICEMAKER 900/4080 FLOOR OUTLETS -OPEN AREA . 20/1 31 20/1 SPACE - / - _ 33 20/ 1 SPARE - / - SPARE 20/ 1 34 33 20/ 1 SPARE - / - SPARE 20/ 1 34 33 20/1 SPARE - /4440 RECEPTACLES- OFFICE 20/1 33 20/1 CORRIDOR LIGHTS 1350/ - • SPARE 35 20/1 SPARE - / - SPARE 20/ 1 36 35 20/1 SPARE - / - SPARE 20/1 36 35 20/1 RECEPTACLES- PRESENTATION 1080440 RECEPTACLES- OFFICE 20/1 OE 35 20/ 1 RESTROOM 300/ - SPARE 37 20/1 SPARE - / - SPARE 20/1 38 37 20/1 SPARE - / - SPARE 20/1 38 37 39 20/1 20/1 SPARE SPARE - / - " / - SPARE SPARE 20/ 1 20/ 1 48 42 39 4 -0/ I 20 / I SPARE SPARE SPARE - / - - / - - / - ' SPARE SPARE SPARE • SPARE 0/1 0/1 36 40 39 20/ 1 SPARE - / - SPARE 20/1 40 39 20/ 1 SPARE - / - SPARE 20/1 40 41 20/1 SPARE TOTAL PA TOTAL 0 B - / - TOTAL 0 C SPARE 20/1 42 41 20/1 SPARE TOTAL PA TOTAL P B -,/'- TOTAL 0 C SPARE 20/1 42 41 20/ 1 SPARE - / - SPARE 20/ 1 42 1 41 ZO/ 1 MINIMUM BREAKER A.I.C.: 18000 118 A. MINIMUM BREAKER A.I.C.: 18000 35.3 A MINIMUM BREAKER AIL.: 10,000 TOTAL 06 TOTAL 2 B TOTAL NC 92.5 A. MINIMUM BREAKER A.I.C.: 10,000 TOTAL PA TOTAL 0 B TOTAL P C SPARE 34460 34427 29208 11005 10481 7822 PROVIDE FEED -THRU LUGS TO LB 11300 11080 10960 6760 5280 5780 • NEUTRAL IN PANEL "LA" SHALL BE SIZED 200 %. * NEUTRAL IN PANEL "L8" SHALL BE SIZED 200 %. .Y D 2 0 0 - 0 , 3 /7 rIR-ti) DESIGNED BY: HM REVIEWER: K•C JOB NO: 20256 =, ii CEIVED >F TUK`NI a CENTER PANELBOARD SCHEDULE CRAG PANEL MA mI . M - 5 V %L AL9i X5 /4 4F'144111 6 I " 4W, MD UNYiN a 01.1 F1 CIR. TRIP CONNECTED LOAD VA TRIP W. N0. DESCRIPTION OA 0B OC DESCRIPTION � OL 1 100 CRAG -i r50„, : cu-1 15 2 3 _1.1111111111111=1111_ r a rc:- 4 5 2507 i2P 7 rr CRAC-3 20507 CU -3 - 8 9 . - r p ark- ©10 11 r r 2 1 rr CRAG -5 4 15 6 17 20507 „p 18 19 rr CRAC -7 CU -7 20 21 22 23 20 2222 24 25 rr CRAC - I0 rr r CU -10 26 27 - r r 28 29 2050'i9F _ 30 31 r AHU -1 11085 , AHU -2 32 33 34 1108. 37 rr SPARE �- SPARE 38 39 - 40 41 3 - 3 42 MINIMUM BREAKER A.I.C.: 50,000 TOTAL PA TOTAL 0 B TOTAL 0 C 462 3 A. 128120 128120 128120 - PROVIDE SHUNT TRIP MNN CIRCUIT BREAKER PANELBOARD SCHEDULE CRAG PANEL MC . MAINS: 8000 MCB VOLTAGE: 277/4800. PHASE: 30 WIRE: 4W. 1 MOUNTING: SURFACE CIR. TRIP CONNECTED LOAD VA TRIP CIR. DESCRIPTION DESCRIPTION NO. 0A 0B 0C .OL N0. i rr CRAC -11 =MINIM CU -11 It8 - ir � rr rt r , r � r t " 13 r r CRAG -15 :r r 17 rr rr250 19 CRAG -17 CU -17 24 25 Ar r . r rr CRAG -25 26 27 ®. r ra,.1 28 �2050�i2E 30 01 31 rr 5PARE 5PARE 32 33 -v� 34 35 - 1111131 6 37 SPACE SPACE - 38 39 SPACE - Z- SPACE - 40 41 SPACE - Z,_ SPACE - 42 MINIMUM BREAKER A.I.C.: 50,000 TOTAL 0A TOTAL 0 B TOTAL 0 C 412 0 A. 114175 114175 114175 - PROVIDE - SHUM TRIP MAIN CIRCUIT BREAKER PANELBOARD SCHEDULE- CRAG PANEL MB MAINBI 6686 MOB 1 VKiLt'A01 827/9469. PMABkI 0 WWI 49.j M8tiN6N&: 61.10A06 CIR. TRIP CONNECTED LOAD VA TRIP CIR. N0. DESCRIPTION OA OD 4C DESCRIPTION � OL: 1 100 CRAC-2 r. /7/0'.,04 CRAG -2 15 2 3 3 2050� %'J'19P. - 4 5 + 32f 6 7 100 CRAG -4 0507 - CU -4 8 9 3 t� r i2P 20507 12 /2b30 1 3 100 CRAG - 050 2E CU - 6 14 15 zL ' b �� j� 16 17 r � 18 19 rr CRAC -e 20 21 - MEMMOWNVAMMOMMO 22 23 r, 320 24 25 rr CRAG -9 2050 . c0_8 26 27 2 r 28 29 200.1%2F 30 31 rr CRAG -24 050 j 2B CU -24 32 33 - 20507 24 35 3 20507. F 3 36 37 - 5080E - �- SPACE - 38 39 - SPACE - /_ SPACE - - 40 41 - SPACE - /_- SPACE - 42 MINIMUM BREAKER A.I.C.: 50,000 TOTAL 05 TOTAL 0 B TOTAL 0 C 4944 A. 137010 137010 137010 - PROVIDE 06061 TRIP MAIN CIRCUIT BREAKER CIR. TRI N0. ,6 MAIN5: 8000 MCB VOLTAGE: 277/480V. PHASE: 30 WIRE: 4W. 1 MOUNTING: SURFACE CONNECTED LOAD VA DESCRIPTION OLEI 0A I 0B 1 4C MINIMUM BREAKER A.I.C.: 50,000 TOTAL OA TOTAL 0 B TOTAL 0 C - PROVIDE SHUNT TRIP MAIN CIRCUIT BREAKER 37010 137010 137010 DESCRIPTION TRIP/ CIR. N0. r aWI 'i.-- CU -18 MMIIIrrt �rca: -= r r f,IM -- 11 _MMir r �__ CU 20 1111.111ZZIReliallEr 19 AM=NINNIIIIMMINIMgeZMIMIIIIIIIIII CRAG -21 rr�r`,,. -- 21 23 ® M -- r ^rri:� 15 27 ; 25 226 8 29 __ r rr :. 30 33 31 _ © 32 35 - r - 36 37 r �d- - ® 38 39 • -�d -� 40 3 41 42 494 4 A. MAINE: BOA MCB PANELBOARD SCHEDUL- NOC ROOM PANEL OLiASE! 1pi3/008V. 01466E, SR WIRE: 4W. M16014'66: 00,66 CIR, N0. DESCRIPTION CONNECTED LOAD VA 1 20/1 RECEPTACLES 3 20/1 RECEPTACLES 1001/500 500 20/1 DATATRA3 PANEL 20/1 SPARE RECEPTACLES RECEPTACLES RECEPTACLES RECEPTACLES CEILING RECEPTACLE 25% UP5 MONITORING GENERATOR MONITORING FlRE ALARM CONTROL PANEL 5PARE DE5012101105 RECEPTACLES RECEPTACLES RECEPTACLES SPARE SECURITY PANEL SPARE SPACE SPACE CIR. N0. 20/1 2 23 20/1 SPARE 25 20/1 SPARE MINIMUM BREAKER A.I.C.: 10,000 TOTAL 00 TOTAL 0 B I TOTAL 0 22.9 A. PANELBOARD SCHEDULE- CRAC PANEL ME MAINS: 8005 MCB VOLTAGE: 277/4800. PHASE: 30 W1RE: 3W. 1 MOUNTING: SURFACE CU -16 r rant -111 SPARE SPARE CIR. TRIP N0. OL DESCRIPTION SPACE 27 - SPACE 29 SPACE 1 SPACE 1 SPACE MINIMUM BREAKER A.I.C.: 50,000 CONNECTED LOAD VA TOTAL 00 TOTAL 0 B TOTAL 0 DESCRIPTION SPACE SPACE SPACE SPACE 247.2 A. - PROVIDE SHUNT TRIP MAIN CIRCUIT BREAKER DDOO 317 Uptime all the time. 938 Bannock Street Suite Three Hundred Denver, Colorado 00204 (303,942-3275 Fax. 942-2E03 060 117137/1=1 EL_ 0- 0- CT. Archfteci5 & Engineers 2638 Century Parkway Suite Eight Hundred Atlanta, Georgia 30345 H041633-8998 F428633-2211 Q 0 10 0 a O ! DESIGNED BY: HM REVIEWER: J80 JOB NO: 20256 EIVED TUKWILA T CENTER i I E8.1 E8.1 SCALE: 108" = 1 - 0" SECURITY PLAN- OFFICE AREA (TYPICAL) . �XpI RED NOTES BY SYMBOL O PROVIDE CONDUIT IN WALLS FOR DOOR SECURITY. COORDINATE FINAL LOCATION WITH SECURITY VENDOR. O PROVIDE 120V, 20A/1P CIRCUIT FOR SECURITY PANEL. O DOOR POSITIONING SWITCHES SHALL BE LOCATED ON ALL DOORS WITH EXTERIOR ACCESS. c7\ KEY PLAN 8 0 8 16 SCALE: 1/8" = 1' -Ot 1 tV F L g W Uptime all the time. 998 Bannock Street Suite Throe Hundred Denver, Colorado 80294 (3031942-3275 Fax • 942 -3 8 0 3 1 301pany Architects & Engineers 2636 Gantury Parkway Suite Eight Hundred Atlanta, Georgia 30345 (404,633 -8 9 9 8 Fez , 6 3 3 - 7 2 1 1 8 PER DESIGNED BY: HM REVIEWER: J5C JOB NO: 20256 EKED T UKWILA T CENTER Uptime all the time. 938 Bannock treet Suitt Th HuSndred Denver, Colorado 80204 (303)942-3275 Fax. 9 4 2 - 2 8 0 3 NOTES BY SYMBOL 00 O 0 0 0 10 00 1 MOUNT SECURITY CAMERA J- BOXES 8' -0" AFF. EXTEND 3/4" EM7 CONDUIT FROM J- BOX TP 6" ABOVE CEILING CONTRACTOR SHALL ENSURE J- BOXES ARE CENTERED IN CABINET ROWS. O DOOR POSITIONING SWITCHES SHALL BE LOCATED ON ALL DOORS WITH EXTERIOR ACCE55. s 0 00 O 0 0 0 a ' E8.2 0 NMI 40 00 (TYPICAL) NMI 0 0 0 s 1 — 0 00 l 0 0 1 0 0 0 0 0 0 8 $____.___._8 ,_.____8_ 8 SECURITY PLAN —DATA CENTER O E8.2 SCALE: 1 /8" = 1 -0" D iN 0 517 ol" 5�. 0 0 0 KFY PLAN 8 0 8 16 SCALE: 1/8 = 1' -0" P a Archkects & Engineers 2638 Century Park■ey Suite eight Hundred Arlan*, GorBia 30348 (404)633-8998 P•8.633-7211 S DESIGNED BY: HM REVIEWER: J5C JOB NO: 20256 E5.2