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C C C t t Z ? ? 3 `"�`,�'° '' t t !' $414>A1,? �'�' `+ �lC ♦1 ♦ , Niel 1414 n� 1 i 6 ♦�♦'� Ir ���♦♦♦h,,:s�,Lr'r������f�**� ♦♦♦♦�r►���� *���`!!!�r�i''T �♦♦ i 31 • 128 I B �'� '�!♦� ♦� f�' ♦♦!! !!♦!♦♦♦!'♦# ♦!!♦♦########���#####��� +#��#� ♦ LUNCH /��; �,'�' OFFICE OFFICE � ���• ♦; ±1 •-�i►♦♦♦♦♦�►;��s!!!♦♦!♦♦♦! ► �A♦!!� 1414. 1414 .. .. . - A. - A. - A. A. A. A. - - - A. - A. A. Roots ,, ,;, �% 140 i 41 1ir�►�►�l�� .:�_:��►��.►1►.rl♦i♦.►♦i►...-.._ ,��♦�♦,�1�♦,,�1,�!�#ii�l,�♦�#,•...46. 1,,�1,,►!Ad �l�A+♦� ROOM SF RM OCC T / I I #���♦4 143 / ';/%/,:://////:'://,/1///''///: ROOMSF RMOCC . f j j'j 13a 1 130 1 i ! !�!, ROOM RMOCC = OLF OCC TYPE .- •B 1 1 X$4: /0 B i l 1 occ j fWORK/COPY L--J B J `', QUALITY �$ , , CIRC. ///:-%7,/, --1414 I 139 ♦�"►� (N) i i;��i;%��/��i i`, CIRC. INSPECTION - 129 i ' 138 ROOM Sf RM OCC ! 132 1414 ---- (E)---- // // jjrør : C 11, ONFERENCE 390f ""` 4 `!.V!♦,' 137 �t B � ��►♦, - ROOxe sf RMOCC - IN. COMPRESSOR 20 > kxrrs3ot5f ,, ,. LECTR#CAL ►+,►4)!` 13a C < 1� 15 B ( � E LE��CAL r -� ••• 4 } 4�� I i iris.. ■ � �,,, �i,,���� . (E) R1: �.�-1414' l/411111111111111 I k 1w■■""�'� DISTRIBUTION n c iiir 'N-) ELECT.PANELS 135 1 0 0 0 ROOM SF RM OCC 0 16 EXIT <4650 s otf occiree (N) Ej 11300 B EXIT 1 1414. v) 1414. 0 z 10■1•MAMMBiiiiiinaMEMA=11 _L________,L , ir -1 --J Cn .....1 ....rte rkrl.r D 1 EGRESS PLAN (1.1) co T-1,4 1/8"-1'-0" til I L1-1 im- Z c.','.' LIFE SAFETY SUMMARY , FIRE & LIFE S A FE TY P LAN NOT ES W CD 1. COMMON PATH OF EGRESS TRAVEL(SECTION 1014.3, EXCEPTION 1.) (Il') W THE LENGTH OF A COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL GROUPS B, F,AND S, SHALL NOT BE MORE THAN 100 FEET, PROVIDED THAT TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. /ti -- THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER Col) SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 v) I..i44I COMPLIANCE: MAXIMUM PATH OF EGRESS TRAVEL- 97-6" 2.TRAVEL DISTANCE LIMITATIONS, (SECTION 1016.1) 1414... Z EXITS SHALL BE SO LOCATED ON EACH STORY SUCH THAT THE MAXIMUM FIRE & LIFE SAFETY PLAN LEGEND w LENGTH OF EXIT ACCESS TRAVEL,MEASURED FROM THE MOST REMOTE > POINT WITHIN A STORY TO THE ENTRANCE TO AN EXIT ALONG THE NATURAL d en AND UNOBSTRUCTED PATH OF EGRESS TRAVEL, SHALL NOT EXCEED ROOM SF RMO C ROOM SUMMARY TARGET in 300 FEET. (SEE TABLE 1016.1) 200 2 (h N COMPLIANCE:MAX1MUM TRAVEL DISTANCE- 298'-6" en N 3. EXIT OR EXIT ACCESS DOORWAYS REQUIRED (SECTION 1015.1) .� Cn TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PATH OF EGRESS ILLUMINATION-MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS ' Z Ce PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50, THAN 1 FOOT-CANDLE(11 LUX)AT THE FLOOR LEVEL. THE POWER SUPPLY FOR THE 0 (SEE TABLE 1015.1) MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES 0 ELECTRICAL SUPPLY, IN THE EVENT OF A POWER FAILURE,THE EMERGENCY POWER COMPLIANCE: EXIT DOORS REQUIRED- 2 QUANTITY // SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND t!') C COMPLIANCE:EXIT DOORS PROVIDED- 4 QUANTITY SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT,OR AN ON SITE GENERATOR. 1 t THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH CO Q 4.TWO EXITS OR EXIT ACCESS DOORWAYS.(SECTION 1 015,2.1, EXCEPTION 2) 2010 O.S.S.C. SECTION 2702, PER 2010 O.S.S.C. SECTION 1006 U in 0 "I WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC o } SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, 1"" vt THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS (!) EXIT LIGHT AC WITH BATTERY BACK-UP DIRECTIONAL ARROW o DOORWAYS SHALL NOT BE LESS THEN ONE-THIRD OF THE LENGTH OF THE UNITS WHERE LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. g MAXIMUM OVERALL DIMENSION DIMENSION OF THE AREA SERVED. MARK DATE DESCRIPTION b COMPLIANCE: MAXIMUM SEPARATION REQUIRED- 97' FIRE EXTINGUISHER COMPLIANCE: MAXIMUM SEPARATION PROVIDED- 246'-1" Z FIRE EXTINGUISHER CABINET u--, FEC NEW TENANT PARTITION WALL TO UNDERSIDE OF CEILING 1' ra: EXISTING WALL TO REMAIN 61 1 - - 0 ,T N 00 1 DATE: 12.23.10 r JOB: 056290 0 ,�,,1 FILE: T-1.0 FLS vt3~I DRAWN: TL 9 CHECKED: SO co 1 , °":0 0 COPYRIGHT ANKROM ASSOCIATED ARCHITECTS 200 NU r o Q zi-s a EGRESS PLAN N-; Cr 13.I 0Z FU 1-- d Z "'iin ► , m v; d-' T. • 0 r,,t.)0 ....,,....,.., PERMIT SET 12 .29. 10 - ( ..%\1;11 ibrisc C..'� z H. ANKROM v- P.- ,,,, 4040 ,7 *--3 I 1 th o, oRE� ,ti 1 1 ,� 'moo 1? Vs_.__ - OF 0 - - - Earw�.w�._E 1 B Ill EC f , 4 cr 9 = 14 ,.. , Z u 8 § z 1...7 fr < l. va- r-, N to I , I I Z cn I E I 06 le/ N ,� - _-....__-. _. - $.,,_.� _-- E ,r -v. , _......E i t s 4====1, a .. a a .. 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'` 2 \ ELECT.PANELS-ill \`, iI- 0 �' 21 .¢_\\22 ; L== 1 r� 0 , t 1_, Lei (i # ��� 1 :11 (r"',„ , B 29 -A4 '- .--__ll ' l le 1-11\'Cf• --ti�' ---C \tic)--' --E ' -�„ # 0 -I 1 ri° Z r�^� 1 r r� r r1 = {t # \lJ�J_ =(- '' "-\'' -.l !, 0-= E II B 41, 2: \l 11 s mfr •: 0 r 0 D. 1 DEMOLITION PLAN el) u..iccl T-2.0 1/8"-V-0" DEMO PLAN KEYNOTES DEMOLITION SCOPE DEMOLITION PLAN GENERAL NOTES DEMOLITION PLAN SYMBOLS 0 Ki 1 RA ISED WOOD PLATFORMS AND ELECTRICAL AND VOICE/DATA OUTLETS TO BE , REMOVE ALL FLOOR FINISHES THROUGHOUT AREA OF WORK EXCEPT 1. PARTITIONS, DOORS, RELITES& ITEMS SHOWN AS DASHED ARE TO BE 1-1.1 0 / REMOVED AND TERMINATED. RESTROOM#114, 115, 128, 131, ELECT#127,ELECT#136,AND JANITOR#116. REMOVED OR RELOCATED. REUSABLE MATERIALS TO BE RETURNED TO EXISTING WALL TO REMAIN 0 EXISTING CARD KEY SENSORS/STRIKES TO BE REMOVED AND SALVAGED FOR REUSE, PREPARE TO RECEIVE NEW FLOOR FINISHES AS INDICATED ON FINISH PLAN. BUILDING STOCK AND/OR REUSED ON PROJECT. U L1 - COORDINATE WITH DOOR SCHEDULE. _ _ __ WALL OR ITEM TO BE REMOVED-SALVAGE FOR REUSE 1.-- 2. REMOVE UNUSED LIGHT SWITCHES-PATCH/REPAIR WALL AS REQUIRED. 2. REMOVE ALL POWER SIGNAL,SWITCHING &OTHER PERTINENT ITEMS FROM STOREFRONT&GLAZING TO BE REMOVED. PREPARE TO RECEIVE NEW OVERHEAD WALLS TO BE DEMOLISHED. /7\ 3. REMOVE BOLTS/SCREWS FROM WALLS AS REQUIRED-PATCH AND REPAIR DOOR.COORDINATE SALVAGE WITH LANDLORD. WALLS AT AREA OF DAMAGE THROUGHOUT. 3. DEMOLITION CONTRACTOR IS NOT TO REMOVE ANY STRUCTURAL 1 1 GLASS RELITE LLI '` W 0, CUT IN OPENING FOR NEW FRAMED OPENING 4'-0"WIDE BY DOOR HEIGHT. ELEMENTS WITHOUT PRIOR DIRECTION AND AUTHORIZATION BY A Z 4. REMOVE MINI-BLINDS AT INTERNAL RELITES.SALVAGE AND COORDINATE STRUCTURAL ENGINEER. OFFICE ROOM NAME STORAGE AND REUSE WITH LANDLORD. 108 - Z 5 PATCH/REPAIR WALLS AS REQUIRED AT AREAS OF DEMOLITION. 4. CARE HAS BEEN TAKEN TO FORESEE ALL PERTINENT CONSTRUCTION ROOM NUMBER W CONDITIONS. HOWEVER, FIELD CONDITIONS MAY OCCUR WHICH WILL > CUT-IN OPENING FOR NEW 8'WIDE X 9' HIGH OVERHEAD DOOR.CONTRACTOR TO CAUSE A CONFLICT. IT IS THE RESPONSIBILITY OF THE GENERAL KEYNOTE 6 COORDINATE ADDITIONAL SUPPORT IN WALL AS REQUIRED. CONTRACTOR OR THEIR SUBCONTRACTOR TO ALERT THE ARCHITECT OF t V EXISTING RAISED ACCESS FLOOR, RAMP AND RAILING TO BE REMOVED. REMOVE/GRIND ANY SUCH DISCREPANCIES OR CONFLICTS PRIOR TO PERFORMING WORK, ( = DUPLEX RECEPTACLE CO _ ADHESIVE UNDER PEDESTALS AS REQUIRED TO RECEIVE NEW FLOORING. REFER TO FAILURE TO DO SO MAY LEAD TO WORK IN QUESTION BEING REJECTED BY D TENANT OR ARCHITECT. C1) SINGLE RECEPTACLE CC) CIN FINISH PLAN. (,f 0, REMOVE AND CAP FLOOR SINK. 5. DISMANTLE AND REMOVE ALL ITEMS AND CONSTRUCTION WHICH ARE NOT ali WALL 4-PLEX ..... , • TO BE INCLUDED OR REUSED AS A PART OF NEW CONSTRUCTION, Z eCii ALARM PANEL TO BE RELOCATED AS REQUIRED-COORDINATE WITH TENANT, 22oV RECEPTACLE (I) 6. CARE SHOULD BE MADE IN CAPPING OFF ALL UNUSED ELECTRICAL AND 1 WALL VOICE OUTLET 0 PLUMBING FEEDS. WHERE POSSIBLE ALL ABANDONED UTILITY FEEDS TO BE tr) ci 10 GRIND DOWN BOLTS IN FLOOR. REMOVED BACK TO THE SOURCE OF ORIGINATION. Q WALL DATA OUTLET 7 in 11 CUT IN OPENING FOR NEW DOOR-COORDINATE WITH DOOR SCHEDULE. 7. REMOVE ALL ELECTRICAL CIRCUITS NOT ATTACHED TO FUNCTIONING •1 WALL VOICE/DATA OUTLET ( .J � Lu EXISTING DOOR TO BE REMOVED DOOR FRAME AND RELITE TO REMAIN. PREPARE TO EQUIPMENT THAT IS TO REMAIN. REMOVE THEM BACK TO PANELS.ALSO 12 RECEIVE REVERSED SWING DOOR. REMOVE CONDUITS WHERE POSSIBLE. C] FLOOR MONUMENT WITH DEVICES SHOWN r-- I- F- LU VI REMOVE WINDOW/FRAME AND INFILL WALL TO MATCH EXISTING. SALVAGE FOR REUSE 8. CARE TO BE TAKEN DURING WALL DEMOLITION WHERE NEW WALL N 13 COORDINATE WITH KEYNOTE#4 ON SHEET T3,0. CONSTRUCTION IS PROPOSED TO INTERSECT OR JOIN EXISTING OR ABBREVIATIONS ' EXISTING FIRE EXTINGUISHER CABINET OR WALL MOUNTED FIRE EXTINGUISHER TO in ADJACENT CONSTRUCTION. E EXISTING g 14 MARK DATE DESCRIPTION REMAIN. 9. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY R REMOVED = 15 EXISTING FIRE EXTINGUISHER TO BE REMOVED AND RELOCATED. NEAT AND ORDERLY CONDITION AND LEFT FREE FROM ACCUMULATIONS RL RELOCATED a, 15 OF WASTE MATERIALS AND RUBBISH DURING THE ENTIRE CONSTRUCTION +44" MOUNTING HEIGHT 6 EXISTING RESTROOMS TO REMAIN AS IS-PREPARE WALLS AND CEILING TO BE PERIOD. REMOVE CRATES, CARTONS,AND OTHER FLAMMABLE WASTE A.F.F.TO RE-PAINTED. MATERIALS OR TRASH FROM THE WORK AREA AT THE END OF EACH D DEDICATED v 17 WORKING DAY. PIPE AND DUCT SHAFTS, CHASES,FURRED SPACES,AND REMOVE BOLLARDS AT OVERHEAD DOOR-REPAIR ASPHALT AS REQUIRED. SIMILAR SPACES SHALL BE CLEANED AND LEFT FREE OF RUBBISH, LOOSE _' PLASTER, MORTAR DRIPPINGS, EXTRANEOUS CONSTRUCTION MATERIAL REMOVE EXISTING WHITEBOARD-SALVAGE FOR REUSE IN CONFERENCE ROOM#137- DIRT,AND DUST. � MATERIAL, /7;\ REFER TO KEYNOTE#14 ON SHEET T-3.0 ooi 19 EXISTING 'SONITROL' SECURITY/CARD KEY PANELS TO REMAIN. 10. CONDUCT DEMOLITION TO AVOID DAMAGE TO EXISTING BUILDING SHELL! STRUCTURE. CEASE OPERATION AND NOTIFY OWNER IMMEDIATELY IF SHELL/ , , 0 SALVAGE DOOR/FRAME/RELITE FOR RE-USE AT OFFICE#109. STRUCTURE APPEARS TO BE IN DANGER. sz Let 0 11. THE CONTRACTOR'S DISCRETION IS REFERRED TO FOR INTERPRETATION OF DATE: 12.23.10 21 O' SALVAGE DOOR/FRAME/RELITE FOR RE-USE AT OFFICE#110. THE LIMITS UNDER WHICH THEY TREAT WALLS WHICH ARE TO REMAIN. �' KI JOB: 056290 o` SALVAGE DOOR AND FRAME FOR RE-USE AT CABLING AREA. WHETHER TO DEMOLISH AN ENTIRE WALL TO BE REUSED OR TO PROVIDE cr) 22 SELECTIVE DEMOLITION. FILE: T-2.0 DEMO PLAN -- u', SALVAGE DOOR/FRAME/RELITE FOR RE-USE AT OFFICE#108. 12, CARE TO BE TAKEN NOT TO DAMAGE ALREADY INSTALLED EXISTING CEILING DRAWN: TL p 23 GRID TO REMAIN. CHECKED: SO m SALVAGE DOOR AND FRAME FOR RE-USE AT ENTRY#120. �# 24 13. PATCH/REPAIR EXISTING SHEET ROCK AT AREAS OF DEMOLITION. , 25 SALVAGE DOUBLE DOOR AND FRAME FOR RE-USE AT ASSEMBLY AREA#118.-DOOR W/ COPYRIGHT ANKROM MOtSAN = 2S EXISTING HALF LITE TO BE AT EAST END. ciV ASSOCIATED ARCHITECTS 2010 O.* 0, SALVAGE DOOR AND FRAME FOR REUSE AT MEN'S RESTROOM#128. t O 27 REMOVE ANY SPECIALTY ELECTRICAL OUTLET- PATCH/REPAIR WALL. DEMOLITION `m � 1 PLAN LUNCH ROOM-REMOVE WALL HUNG BULLETIN BOARD-PATCH/REPAIR WALL AS 03 28 REQUIRED. ce 0 (11> REMOVE COMPRESSED AIR CONNECTION. ?Z -'? (I) REMOVE AND SALVAGE OVERHEAD DOOR FOR LANDLORD. • 1-8 a5 T.2 • 0 o PERMIT SET 12 .29. 10 _ __...„..: ` _____ _ cOtD 4,44., . " a H. ANKROM v- P-- 9 ,,,'j *"3 I 0 L •1 , _._ D. 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(N Os 29 29 29 • /,-, , 2 cn OFFICE \`J� z�� �L-./ \`J � 11.1/ \._J ��� L.-./ //// 102 (I11 ' Iti�► _ 1�► _ - -- 22 22 --® z2 005 002 ooz 002 < 002 > < 002 `' O EN i N- . ( 001 < -006 < oos > oob ► . - OFFICE 1--- 4:6-1 �"''' I`'1 � 1 � 34 1 I I I IF ITCHEN/BREAK _1 _I L_ J +. N N N} N) N N) N) • N r7 � � �( ) r �N} D r r 1N) (} r r N) _ ?-6 27 [�1 103 �iiir r--+� r-� r--�1 i�.1 (4)C4 (N) '0 I��` (N) =TYP. /1`]{✓J� T-55.8 411 \ \__J ...... \,_/ (N) a1 - - RC•, t0'-7 1/2" 0 a IDF (N) ASSEMBLY AREA FEC CIRC. 0 0 145 IS � ,,t ,„ 118 ° 1248 32 :/ Inv 5?3 MI �ru 11- ,.,ir 411 l► �a . MENS 7 6 Ci) _ ,� , . " . . 4. 1008 (N) 39 114fi.- _ :: (N) L_ _ '"' ,iii► i� --.... . { (N) CARD i 7. 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(E) DE*,;, 131 A 1 128 - _. %;�/, c• (N} t ) 11 (N) 41i r LUNCH /, rai , ��► Ili {N (11) +t► ��► _ �3� 11► ,l► = u► �.� ROOM 1 b -(N) , OFFICE ( } = {N) oFFIC (14,}_ It► lu N _ _ PIIIIM11111111011111. it► It> • ii ► ` 38 tN1 � � 143 , , , 140 (N) _ .4(N ' _ • t ( ) et )_L. 0 )s Allik , . ► t t 23 _ ; �•T-5.t� _ t t� CARD .... (N , L. .,1 , - !� ! B = (N) KEY _ �(N) QUALITY i;i CIRC. {N 19 125A ;/%'�i • t CIRC. WORK/COPY INSPECTION ,--- 129 � � � �,�� lit 411 138 139 132 ter.. ç2 !i' B Z 'Q(N) • (N)C :16!i• iii k e CONFERENCE - 0 D +N Os e 137 < 23 ( B 10 ELECTRICAL - (E) Q Os °/T\ ) ' 1( ) - 34 s Oa$ MPRESSOR I V typical = T ii'w z < 130 0 tr (m E) T: ELECTRICAL . 024 r -1 1 C - (N) x O rn�I t i T (N) .:. ALARM PANEL V 1 ir. rS I !_ 36. (E) !► I I 11111111M1111 _ � �. ► 111 ,.. B IU w - mom 4 DISTRIBUTION rn I r � Ili 4 yr 1 .... .� t. ,��i�� 8-8 r "fa i 9 . 135 . r 1 iii/ t '�- c w s 111 0 3'-21/2' 5'-011 II- V 5'-O„ typical IAN Ko N) 0• (N <; )5 ID ,. ze. I ,~ 37 i '� z., . z 1 (N) (N) ..�. r,. .t. .., f: II �fi �%i .t� CIN) I 1��. �lil�1 1�1 I _. I -I } 1 Pori 1 FLOORPLAN ...................................................__________________e D T-3.0 1/8"-l'-0" 1 FLOOR PLAN KEYNOTES FLOOR PLAN GENERAL NOTES p.,/ DISTRIBUTION AREA-TENANT TO INSTALL Ht-BAY SHELVING TO MEET CODE. G.C.TO 1. ALL PARTITIONS TO BE INSULATED UNLESS NOTED OTHERWISE-REFER TO WALL DOOR S C H E D U L SYM I_I_I 1 DETAILS. FLOOR PLAN SO LS C !mum OORDINATE WITH BIDDER DESIGNED SPRINKLER SUB CONTRACTOR FOR MODIFICATION DUE TO SHELVING LAYOUT AND STORED ITEMS. 2. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS DOOR FRAME HDW RELOCATED EXISTING RELITES. NOTED OTHERWISE. Na. SIZE TYPE MAT. FIN. MAT. FIN. TYPE NOTES EXISTING WALL TO REMAIN Z 0 0/� NO O �f 3. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWINGS 100E 3'-0"x 8'-0" D WD ST MTL PAINT - 5 - - LOCKERS PROVIDED AND INSTALLED BY TENANT. AT COMPLETION OF CONSTRUCTION. - - - AI U 104 3'-O"x 8'-O" B WD ST MTL PAINT 2 NEW PARTITION WALL Li.t RELOCATED(E)WINDOWS INSTALL WITH SILL AT 36"A.F.F. 105 3'-0"x 8'-0" B WD ST MTL PAINT - 1 - - TO CEILING GRID T-6 I- 0 4. ALL NEW WALLS TO HAVE SMOOTH WALL FINISH-NO TEXTURE. _ 0 tif) 5 NEW STAINLESS STEEL UTILITY SINK/FAUCET. SINK:WHITEHAUS MODEL#WH412K OR 5. ALL ELECTRICAL IS EXISTING UNLESS DENOTED AS NEW. 117 b'-0"x 8'-0" C WD ST MTL PAINT - 1 - - talm) Cr) �_ APPROVED EQUAL. FAUCET: KOHLER,TRITON K-7320,POLISHED CHROME FINISH. 118B 7'-0"x 8'-0" C WD ST MTL PAINT - 3 - - �� NEW INSULATED PARTITION WALL T-6 w � PROVIDE 4' X 8' SHEET OF P LAM AT WET WALL BEHIND SINK. 1180 3'-0"x 8'-0" D WD ST MTL PAINT - 1 - - B TO CEILING GRID 6 CUT-IN HALF LITE IN BOTH LEAVES OF EXISTING DOOR. Q Efl U I P�1r1E OJT SOH E D U LE 119A 3'-0"x 8'-0" B WD ST MTL PAINT - 1 - - ■...1.�,. Z 7 EXISTING EXTERIOR DOOR TO REMAIN. EXISTING CARD KEY ACCESS TO REMAIN AT ALL 17 9B 3'-0"x 8'-0" D WD ST MTL PAINT - 1 - - .l.t 7 STOREFRONT DOORS. PROVIDE NEW ELECTRONIC STRIKE AT H.M. DOOR TO DIMENSIONS am� NEW FULL HEIGHT WALL 7-6 CA COORDINATE WITH RELOCATED CARD KEY CONTROLS. ID T NAME VOLTS AMPS PHASE SHUT-OFF EXHAUST WALL CEILING - - D Q. _(W X L X H) SWITCH - AIR FEED DROP 124E 3'-0"x 8'-0" D WD ST MTL PAINT 1 8 NEW P-LAM LOWER CABINET WITH ADA ACCESSIBLE STAINLESS STEEL SINK AND { 001 C MATERIAL DRYER 3`X 5'X 110 25 S X 125A 3'-0"x 8'-0" D WD ST MTL PAINT - 6 POLISHED CHROME ADA FAUCET: - - CCI n c4 SINK-ELKAY, LR2522, 6-1/2" DEEP, OR APPROVED EQUAL. < 002 > C SERVERS 4'X 5'X 5' 110 20 S X 128 A 3'-0"x 8'-0" A WD ST MTL PAINT - 4 - - FAUCET-AMERICAN STANDARD, CONNOISSEUR 4400.641 OR APPROVED EQUAL - GLASS RELITE m PN. 003 j C 1"EXTRUDER 10'X 30'X-' 208 40 3 X X 131 A 3'-0"x 8'-0" A WD ST MTL PAINT - 4 - tin- NEW DOOR SLAB IN EXISTING DOOR FRAME. REUSE EXISTING HARDWARE. <003-A > C 3/4" EXTRUDER 10'X 30'X-' 208 30 3 X X (308) NEW DOOR TAG I - - 132 3'-0"x 8'-0" D WD ST MTL PAINT - 4 - - Z �/ < 005 > C MOLDING MACHINE 5' X 5' X T 208 60 3 X X HARDWIRE minj EXTEND STUDS TO STRUCTURE ABOVE W/GYP ON DISTRIBUTION SIDE ONLY AT 135A 6'-0"x 8'-0" C WD ST MTL PAINT - 1 - - OFFICE ROOM NAME 10 PERIMETER OF DISTRIBUTION ROOM#135. < 046 > C BRAIDER 4'X 4'X 8' 208 20 S X , „ , „ I 100 I ROOM NUMBER 0 007 > C CABLER 8'X 25'X' 208 75 3 X X 135B 7-0 x 8-0 C WD ST MTL PAINT 1 _�_�_ _ - 11 INFILL WALL TO MATCH EXISTING AT AREA OF WINDOW DEMO. _ 008 > C COMPRESSOR-EXISTING 3'X 3'X 7' 208 30 3 X X 140 3'-0"x 8'-0" B WD ST MTL PAINT - 2 - - 2 KEYNOTE 1 W 12 NEW BOLLARDS-REFER TO DETAIL 171T-6. KEEP 3' CLEAR IN FRONT OF EXISTING < 010 > A - WET BENCH 5'X 9 X 8' 208 30 2 X X X 141 3'-0"x 8-0 B WD ST MTL PAINT - 2 - - Q t�J ELECTRICAL PANELS 4'X 5'X 5' 110 20 S X 019 C SERVERS(2} 5 �� 7 �, t f) n INTERIOR ELEVATION REFERENCE � r-- � � 13 NEW 5' WIDE BY 4' HIGH TEMPERED GLASS SLIDER WINDOW WITH SILL AT 34"- < 013 > C MATERIAL DRYER 4'X 5'X 6' 208 75 3 X X 24 VISION v) f OPERABLE FROM OPEN OFFICE SIDE ONLY. FRAME TO MATCH DOOR FRAME SYSTEM. , IT < 014 > A _ CUT&STRIP MACHINE 4 X 4'X 6 208 20 3 X � LITE , , o� INSTALL RELOCATED(E)WHITEBOARD. 015 A HEAT CHAMBER - 208 50 S X X WALL TYPE MARK DATE DESCRIPTION N @:; < > - r VISION HARDWARE GROUPS in ° CUT IN FULL LITE INTO EXISTING DOOR-TEMPERED GLASS-BLACK METAL TRIM TO // LITE DUPLEX RECEPTACLE 15 GROUP 1 INTERIOR PASSAGE MATCH BLDG. STANDARD. O 1 1/2 PAIR BUTTS-41/2"e,.. REUSED(E) DOOR, FRAME AND RELITE. REFER TO DEMO PLAN KEYNOTES-KEEP(E) E L E CT RI CA L/M E C H A N I CA L/E Q U I PM E N T KEYNOTES �• LEVER LOCKSET-"PASSAGE"TYPE C SINGLE RECEPTACLE 4k'4,� FLOOR STOP �:�16 HARDWARE U.N.Q. WALL 4-PLEX (REFER TO ELECTRICAL AND MECHANICAL PLANS, SPECIFICATIONS,AND EQUIPMENT SCHEDULE ON THIS SHEET) 4`4 C��' SILENCER "'L) 17 PROVIDE PASSAGE LOCKSET AND CUT IN VISION LITE IN EXISTING RELOCATED DOOR. -€ -€ -°20 NEW DEDICATED 20 AMP OUTLET FOR TENANT PROVIDED COPIER. KICK PLATE C9� GROUP 2-INTERIOR LOCKING-OFFICE 220 RECEPTACLE-WALL MOUNTED u 18 PROVIDE PASSAGE LOCKSET AND CUT IN VISION LITE IN ONE DOOR. IN RELOCATED /` 1 1/2 PAIR BUTTS-4 1/2" DOOR. BOTH SIDES OF LEVER LOCKSET-"ENTRANCE"TYPE •0-. FLUSH FLOOR MONUMENT WITH DEVICES SHOWN � 21 PROVIDE DEDICATED 710/30 AMP CtRCU1T-TERMINATE WITH (fourptex ON FLEXIBLE � EACH LEAF FLOOR STOP U RELOCATED EXISTING FIRE EXTINGUISHER CABINET. FIRE MARSHALL TO APPROVE CEILING CONNECTIONS. ' I 19 LOCATION PRIOR TO INSTALLATION. TYPE DOOR TYPE DOOR /�TYPE DOOR DOOR SILENCER 0 SPECIAL OUTLET-REFER TO EQUIPMENT SCHEDULE 22 NSOTALDL AtR LINES WITH FtLT R S ABOVE EQUIPMENT. TENANT TO CONNECT AND v ()TYPE GROUP 3- INTERIOR PASSAGE-DOUBLE flOOR 4 ° NEW FIRE EXTINGUISHER CABINET TO MATCH BUILDING STANDARD.FIRE MARSHALL TO 0® CEILING DROP SPECIAL OUTLET 0 34 1 1/2 PAIR BUTTS-4 1/2" EACH LEAF REFER TO EQUIPMENT SCHEDULE in APPROVE LOCATION PRIOR TO INSTALLATION. DISTRIBUTION-RECEIVING BENCH-PROVIDE(1) DEDICATED 20 AMP OUTLET AND "PASSAGE"�_ °1 3 VOICE/DATA ROUGH-IN ONLY. p A r C LEVER LOCKSET- PASSAGE TYPE ON ACTIVE LEAF DATE: 12.23.10 ° 35 INSTALL NEW STAINLESS STEEL KICK PLATE ON EACH SIDE OF DOOR. -IAR.D Y Y ARE NOTES COORDINATOR ® CEILING DROP WITH DEVISES SHOWN 0 24 DISTRIBUTION-SHIPPING BENCH-PROVIDE(1) DEDICATED 20 AMP OUTLET AND CLOSERS JOB: 056290 N1 NEW 8'-0"WIDE X 9'-0" HIGH NON-INSULATED MOTORIZED COILING OVERHEAD DOOR. \/ VOICE/DATA ROUGH-IN ONLY. SILENCER •I WALL VOICE OUTLET FILE: T-3.0 FLOOR PLAN 36 PROVIDE PUSH BUTTON CONTROLS ON BOTH SIDES OF DOOR. G.C.TO COORDINATE 1. MAIN EXIT DOOR TO HAVE SIGNAGE ABOVE THE DOOR STATING: DISTRIBUTION-WORK BENCH-PROVIDE (1)DEDICATED 20 AMP OUTLET AND u,i WITH DOOR MANUFACTURER FOR REQUIRED ADDITIONAL WALL SUPPORT. 25 VOICE/DATA ROUGH-IN ON WIREMOLD POWER POLE. "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING I5 GROUP 4 -RESTROOMS Q WALL DATA OUTLET DRAWN: TL 37 NEW 12'-O"WIDE X 9'-O" HIGH INSULATED MOTORIZED COILING OVERHEAD DOOR. OCCUPIED" 1 1/2 PAIR BUTTS-4 1/2" d WALL VOICE/DATA OUTLET CHECKED: SO m 7 PROVIDE PUSH BUTTON CONTROLS INSIDE AND REMOTE CONTROL OPERATIONS FROM (i )6 SERVER ROOM- PROVIDE NEW 20 AMP CIRCUIT.TERMINATION LOCATION TO PUSH/PULL HARDWARE t 2. EXIT DOORS ARE OPERABLE FROM THE INSIDE WITHOUT THE USE BE COORDINATED WITH TENANT U SILENCER � .u-.1 OUTSIDE. G.C. TO COORDINATE WITH DOOR MANUFACTURER FOR REQUIRED EXISTING WALL SURFACE MOUNTED ' _ O ADDITIONAL WALL SUPPORT, PAINT EXTERIOR OF DOOR TO MATCH BUILDING. OF A KEY, SPECIAL KNOWLEDGE OR FORCE. CLOSER en= 27 JUNCTION BOX FOR BASE FEED-1N CONNECTION FOR ELECT/VOICE/DATA TO TENANT THERMOSTAT(SHOWN FOR REFERENCE COPYRIGHT ANKROM MOISAN �; CUT IN VISION LITE AT EXISTING DOOR AND INSTALL NEW STAINLESS STEEL KICKPLATE 4 PROVIDED SYSTEMS FURNITURE. 3. ALL HARDWARE IS ADA COMPLIANT. GROUP 5 -CARD KEY ACCESS ONLY) ASSOCIATED ARCHITECTS 2010 `-" 38 ON EACH SIDE OF DOOR. �, 1 1/2 PAIR BUTTS 4 1/2" ° 39 LOCATION OF TENANT PROVIDED WIRELESS SYSTEM. 28 )UNCTION BOX ABOVE CEILING FOR POWER POLE CONNECTION FOR 4. PROVIDE 18 GA. BACKING AT ALL WALL STOP LOCATIONS, tF LEVER LOCKSET-"ENTRANCE" TYPE JUNCTION BOX ELECTA/OICE/DATA. REFER TO REFLECTED CEILING PLAN FOR EXACT LOCATION. APPLICABLE. ELECTRIC STRIKE FLOOR PLAN ill N m 40 CORE DRILL FOR VGA INTERFACE TO CLG.MOUNTED PROJECTOR. PROVIDE T TO. SILENCER @ FLOOR DRAIN 04 ADDITIONAL CORE DRILL WITHIN WALL CAVITY TO ACCEPT VGA CABLE CONDUIT TO 29 PROVIDE EXHAUST AIR CONNECTIONS FOR TENANT TO CONNECT O. CLOSER >✓ ABBREVIATIONS �Z CONNECT FROM CEILING TO CORE DRILL LOCATION.VGA CABLE TO BE IN CONDUIT. 3' DOOR AN D FRAME NOTES ev SEE DETAIL 18/T-6. 30 CABLER-PROVIDE (3) 208/25 AMP/3 PHASE ON WALL-APPROX. 3 APART.ALL THREE GROUP 6 - INTERIOR LOCKING-STOREROOM E -EXISTING t,.,(„ OUTLETS TO BE TIED TO 75 AMP SHUT-OFF.-PROVIDE(4)STANDARD OUTLETS ON WALL i 1/2 PAIR BUTTS-4 1/2" N -NEW Z Z 41 FLUSH FLOOR MONUMENT FOR ELECTRICAL AND VOICE/DATA. AS SHOWN ON PLAN. 1. ALL WOOD DOUBLE DOOR SETS TO BE BOOK MATCHED. LEVER LOCKSET-"STOREROOM"TYPE R -REMOVED 31 LOCATION OF NEW STEP DOWN TRANSFORMER. 2. SALVAGE ALL DOORS TO BE REMOVED FOR POSSIBLE REUSE REFER SILENCER RL -RELOCATED m 42 REPLACE EXISTING OVERHEAD DOOR WITH NEW INSULATED MOTORIZED OVERHEAD CLOSER +44" -MOUNTING HEIGHT ' ' TO KEYNOTES ON DEMOLITION PLAN. AFF.TO€ DOOR. PROVIDE PUSH BUTTON CONTROLS INSIDE AND REMOTE CONTROL ,r \ LOCATION OF NEW SURFACE MOUNTED ELECTRICAL PANELS, 1-- OPERATIONS FROM THE OUTSIDE. PAINT EXTERIOR OF DOOR TO MATCH BUILDING. \ j 3. NEW DOORS, FRAMES, RELITE AND HARDWARE TO MATCH D -DEDICATED 0, FUTURE MODULAR CLEAN ROOM. BUILDING STANDARDS. -3 . 0 . . _, PERMIT SET 12 .29. 10 # %D ARrA. -.('1,,,.k ct STEWART H. ANKROM . " /f 1'"7 0.-3 • ,f_ o. OREGON 1 e of O s 4 Z 0 8 e§ h T i. z N i (.11) u N —a 0 up, CT ,.... N * � t9t ,S +l- 15'-0 1/32"{SITE VERIFY) 0 O '`. +I- 15'-5"('SITE VERIFY} ,5' -ie 10 EQUALS{ � Q (8)EQUALS LU 9 Ag......-- z — 23 : 1r .w P LAM UPPER \ T-b.0 e _,- WITH (2)ADJ. ti C crs ti SHELVES \\ b 6 t.: o ; / - 4'X'8' P-LAM AT WET WALL ry ti -,' '-, . \ e•I Z 1 trZ CZ ' 1 1/ 1 % -'" 1 1 V 1 k w I _ >1. < °4 r(:f ti = 20 22 Ai .., T-6.0 T-6.0 / a 20 19 n. tin .c.:" 1-6.0 T-6.0 [..]Is] T-6.0 Eim Ig ,-7, T--- Z P LAM COUNTERTOP Q--, r - g AND BACKSPLASH L ` --� �- /I t , I V P LAM COUNTERTOP _" — LA J _ �` - d. COPY MACHINE ; On 1 �' Il' -I1` It i � zi) ' . i .....c- -s. , , . ....--- - ----. ''"�= ---- -- {*N. , -' ..-., ^? 4" RUBBER BASE 0 H 8 8 8 Tvl , /PL-5 LOWERS ` P LAM LOWERS P-LAM LOWERS W/(1)ADJ. EQ. 3!„p" EQ. FINISHED END W/(1)ADJ. W/(2)ADJ. SHELF ' /-ADA SINK CAB-" �- SHELF 1 ELEVATION AT WORK/COPY #139 SHELVES 2 ELEVATION AT CHANGING ROOM #119 3 ELEVATION AT KITCHEN #103 7-5.0 3/8"-V-0" T-5.0 31&-l'-0" 7-5.0 3/8"-1'-0" 0 z C".) .1 D cci I W 0 L.LJ 0 ULLI ti) 5. Li) cn Lu ul Z1.••••• — Cl) u1 � Qen co V) ciN D CO N -- -J z WeN CD Li tr) Q Tincz U Ln Li) Lu < c/) ° P � LIJ a0 4 MARK DATE DESCRIPTION N ill 0 Q I - w 7 F=- U II ill o DATE: 12.23.10 o' JOB: 056290 0 FILE: 1-5.0 ELEVATIONS i DRAWN: TL v d CHECKED: SO m COPYRIGHT ANKROM MOISAN N 1 0 ASSOCIATED ARCHITECTS 2010 I r r4 Lj ELEVATIONS aSG) N r VZ DE Z ' , Cn <J ji T-5 . O 0, PERMITSET12 .29. 1O _ ?„...-, cd& stcO:LD.,Al? . 7.. is 3.7 ANKROM 0, MOON le OF (Vs' , z,,, SECURE TO HANDLE APPLIED LOADS _____7 '. SEE SCHEDULES FOR APPOVED tommiwori - ,-- UNDERSIDE OF STRUCTURE NOTE: 401,11911111 STRUCTURE If 'mg 9B >< , < Z v. N.. Z r,,N4 Lt„,g -\---‘4--- 0 SECURE TO HANDLE APPLIED LOADS --<,..---- ATTACHMENT DEVICES. li - I , 1. EXPANSION ANCHORS MUST COMPLY WITH ICC-ES ACCEPTANCE CRITERIA"AC193". gliP I 0 ^ , N\ SEE SCHEDULES FOR APPROVED \\ Ap, SAFING INSULATION 2. ADHESIVE ANCHORS MUST COMPLY WITH ICC-ES ACCEPTANCE CRITERIA"AC308". Ll','MAX rah-iwor ipp, 0 Ir , tin Pil t-i° mar Cl., \\ ATTACHMENT DEVICES.COORD. Ns. .ie 3. POWER ACTUATED FASTENERS(PAF) LATERAL WALL BRACE "\\ WITH AHJ FOR SPECIFIC REQMENTS. \\ -14110fr UNDERSIDE OF STRUCTURE 1 ,t,- ,,4 --- . • ---ch 8, HAVE A Nc.CURRENT y R EiRIECDC-.ES m:::: • CD \\ A-- DEFLECTION CHANNEL PAINT TO ABOVE CEILING, 0 (.) . b. CANNOT BE USED IN TENSION '<-- ' MATCH WALL ALTERNATE 0 \\ UNDERSIDE OF STRUCTURE LATERAL WALL BRACING 4 FEET O.C., r :. I:DS MUST 3 PAFs INSTALLED IN ANY APPLICATION. DIRECTIONS TO I '441 .A11% (DI 7 vo ?ir VP ALTERNATE DIRECTIONS ,---,..„ J ." ="...v.miummium16 N\ ile LATERAL WALL BRACING,4 FEET 0.C., _AL _A_ ..41/46.__1_-At • t ,------1 SUSPENDED CEILING SYSTEM MINIMUM SPACING SHALL BE PER PAF LISTING STRUCTURE PER ASCE , . 0 w gill I rAlIr r - - --- ' d. INTERIOR WALLS: 7-10 SECTION 13.5.8.1 / .2:', • • 4'-0" tkii 4.-0' - O a amiliiivit ar■Ne ALTERNATE DIRECTIONS PER 'LL 1111111111111111111111111001,2211111111111111 < INCREASE FACTOR OF SAFETY TO 2:1 (50%OF THE LISTED VALUE) L1.1 0 r 11111111111111111111111111111MMI1 lAtitIP.411111111111111111M11111 iniumummilimmummiiimi- iiiimmitimimmul SOUND BATT 4 FEET \ -- 6'MAX. LATERAL BRACE AT 12' 0.C.MAX 1111 LATERAL BRACING DETAIL AI T-6.0 40,54_46- 11 Al EACH SIDE OF PARTITION SUSPENDED CEILING SYSTEM -,... [ i- ..,_, <, L 1 ,4 ( ., '/2 / 2 INCH CLOSURE ANGLE e. ENGINEERING DESIGN CALCULATIONS MUST BE SUBMITTED f. THIS ALTERNATE METHOD WILL BE REVIEWED IN CONJUNCTION WITH THE ADOPTION OF THE 2010 OREGON STRUCTURAL SPECIALTY CODE GRID SYSTEMS REQUIREMENTS. oe - 0 8 --40 NEOPRENE FOAM TAPE CONT. BETWEEN - C- -- i BLOCKING 4. STATEWIDE ALTERNATE METHOD: - GRID SYSTEM RATING: HEAVY DUTY. 2 itt SUSPENDED CEILING SYSTEM AV BLOCKS i< . SCREW ANCHORS. IN THE ABSENCE OF AN APPROVED ICC-ES REPORT UNDER THE Cm) ce r----(J NEW ICC ACCEPTANCE CRITERIA,SCREW ANCHORS MAY BE USED SUBJECT TO THE io,og,'"-Ali WIAS - DESIGN REQUIREMENTS:CEILING MUST BE DESIGNED PER STATE OF OREGON 2010 < 5 NEOPRENE FOAM TAPE CONT. CASING BEAD < [ FOLLOWING: STRUCTURAL SPECIALTY CODE FOR SEISMIC CATEGORIES D,E,&F,ASCE 7-02 OR-05, Crz,---- (1)LAYER OF'TYPE 'X'GYPSUM BOARD a. CONTINUOUS SPECIAL INSPECTIONS ARE REQUIRED /./ CISCA RECOMMENDATION FOR SEISMIC ZONES 38,4. U 5 ff CASING BEAD $111"-tp FASTEN RUNNER TO CLG SUPPORT AT 2 D 0 t--<->) ON EACH SIDE OF STUD b. FOR LEGACY REPORTS APPROVED UNDER THE 1997 UNIFORM BUILDING 0,,tv0 INSTALLATION: Lu 1 ttj FASTEN RUNNER TO WALL TOP TRACK AT ---t------ 2 FEET 0.C.THRU NEOPRENE FOAM TAPE \ -.1----------- GYPSUM BOARD ■ Ali 110-‘ -4 FEET O.C.THRU NEOPRENE BLOCKS SOUND BATT GYPSUM BOARD METAL STUDS,SEE SCHEDULE FOR t U (A lei (t) r L:,..---1 METAL STUDS,SEE MTL.STUD I, SCHEDULE FOR GAGE,SPACING,AND „Ar,---- _J .-- ----si C) " HEIGHT 7 T-6.0 CODE OR 2000 INTERNATIONAL BUILDING CODE; DESIGN SHALL BE BASED ON 50%OF THE VALUE LISTED c. FOR ANCHORS CURRENTLY SUBMITTED TO ICC-ES FOR EVALUATION UNDER THE NEW ICC ACCEPTANCE CRITERIA PER THE 2003/2006 INTERNATIONAL BUILDING CODE, DESIGN SHALL BE BASED ON 80%OF VALUE STATED IN THE REPORT. A COPY OF THE REPORT SHALL BE PROVIDED TO THE JURISDICTION 4t1 lAX 4 0 MAIN RUNNERS:4 FEET 0.C.,SUPPORTED WITH NO. 12 GA.WIRES AT 4 FEET 0.C. (OR NO. 10 GA.WIRES AT 5 FEET 0.C.). HANGER ATTACHMENT TO BE DESIGNED TO SUPPORT NOT LESS THAN 200 POUNDS. 0 CROSS RUNNERS: RUNNERS SUPPORTED BY MAIN RUNNERS AND CAPABLE OF CARRYING 1.--' 1-- Z I "':.‘;1 < Uoe rs,.40 -1 < N.. METAL STUDS,SEE MTL.STUD SCHEDULE -4 GAUGE,SPACING,AND HEIGHT '''----7--) SECURE TO HANDLE APPLIED LOADS HAVING AUTHORITY DESIGN LOAD WITH DEFLECTION EQUAL TO 1/360 OF ITS SPAN OR LESS. FOR GAGE, SPACING,AND HEIGHT ft, __ .,,c, \--- .\ , .. 5 d. ENGINEERING DESIGN CALCULATIONS MUST BE SUBMITTED SECURE TO APPLIED LOADS STRUCTURAL C-4. i C) HANGER WIRE SYSTEM TO BEGIN WITHIN 8 INCHES OF PERIMETER WALL. , I- irk FOR SPECIFIC INFORM. - e. THIS ALTERNATE METHOD IS APPLICABLE TO PROJECTS SUBMITTED FOR PLAN 4 T-6.0 1 °4 I \ --, REVIEW PRIOR TO MAY 1,2009. PARTITIONS 0 GRID LATERAL FORCE BRACING:BEGIN WITHIN 6 FEET OF PERIMETER AND WITHIN 2 111111111111110111•1 4---__„_____ _ INCHES OF CROSS RUNNER INTERSECTION. (A.)FOUR(4)-NO. 12 GA.WIRES SECURED TO SECURE TO HANDLE APPLIED LOADS ACOUSTIC SEALANT AT SLAB LATERAL WALL BRACING:IN LIEU OF MAIN RUNNER AND SPLAYED 90 DEGREES FROM EACH OTHER IN PLAN AT AN ANGLE L.. -- 4 BRACING ABOVE CEILING PROVIDE NOT EXCEEDING 45 DEGREES FROM CEILING PLANE.(B.)BRACE AT 12 FEET O.C. EACH ADJACENT WALL FRAMING FOR LATERAL WAY. SUPPORT OF WALL. WALL TYPE B SIC 45-49 WALL TYPE D 0 COMPRESSION STRUT AT EACH LATERAL GRID BRACING LOCATION. STRUT TO BE ADEQUATE TO RESIST VERTICAL FORCE COMPONENT INDUCED BY BRACING WIRES, 1,31,Ar_R1,...TITION WALL TO GRID 0 18C-WALL-TYP-A 02.08 PARTITION WALL TO GRID i 1/2"-1'-0" ISMAIL-TYPO 12.10 2 rvA.-R1,-01:ITION TO STRUCTURE IBC-WALL-TYP-D 02.08 4 GENERAL NOTES 1 1/2"-.1'-0" IBC-GENERAL NOTES WALL LATERAL BRACING N.T.S. I8C-WALL-LATERAL 12-10 SPACED 12 FEET ON CENTER IN BOTH DIRECTIONS.STRUT TO BE COMPATIBLE WITH SUSPENSION SYSTEM. 0 SYSTEM HANGERS MORE THAN 1:6 OUT OF PLUMB,PROVIDE COUNTER SLOPE HANGERS. ,,,- 0 WHERE HANGER WIRES ARE NOT POSSIBLE DUE TO OBSTRUCTIONS, PROVIDE TRAPEZE METAL STUD TABLE-MAX WALL HEIGHT 11240 - - .- OR EQUIVALENT DEVICE.TRAPEZE SUSPENSION FOR SPANS EXCEEDING 48 INCHES TO BE STUD SIZE GAGE STUD DESIGNATION SPACING MAX WALL HEIGHT NO. 12 GAGE SUPPORT WIRE _.- 0 TWO FIXTURE HANGING WIRE AT MINIMUM OF BACK-TO-BACK 1-1/4 INCH COLD ROLLED CHANNELS. COMPOSITE SECTION NON-COMPOSITE sEcrioN AT 45° EACH WAY, ® ,, ,--, OPPOSITE CORNERS SECURED TO 3 518" 25 362 S 125-18 16" 14''-4" 12'-6" so MAIN STRUCTURE a EACH HANGER WIRE ANCHOR TO STRUCTURE CAPABLE OF CARRYING 100 POUNDS 24" 13-5" 101-10" . TWO(2) 20 362 S 125-33 16" 16'-5" 15'-6" ,---- RUNNER LIGHT , MINIMUM. °,,07.....--COMPRESSION STRUT 0 _ 24" 141-9" 131-6" POP-RIVET .- CLIPS AT OPPOSITE 0 LIGHT FIXTURE SUPPORT: DETAIL 11 6,, 25 600 S 125-18 16" 191-9" - MAX. o0SURE ANGLE, SPREADER BAR CORNERS 24" 16'-9" - . 20 600 S 125-33 16" 24'-6" 23`-11" 4; 1, FASTEN IN - _ ,- ' ./ CLOSURE ANGLE,0 A. WITH SUSPENSION SYSTEMS, NO. 12 GA. HANGERS TO BE ATTACHED TO GRID MEMBERS / _ ,--- 24" 21'-7" 201-10" to% TO STUDS ___ -- -.. ()% 6 WITHIN 3 INCHES OF EACH CORNER OF EACH FIXTURE-TANDEM FIXTURES MAY USE PERIMETER HANGER '14 4 c12° FME EPTR E0S.Scl O. N cP OH SwT A._T. COMMON WIRES 7----- VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS'ASSOCIATION (SSMA)TABLES #. Q 0 4) ''''' , WIRE,0 AY B. LIGHT FIXTURES WEIGHING LESS THAN 56 LBS. REQUIRE(2)-NO. 12 GA.SLACK WIRES FOR NON-STRUCTURAL COMPOSITE AND NON-COMPOSITE SECTION IN INTERIOR N ,%16.. FROM FIXTURE HOUSING TO STRUCTURE ABOVE. APPLICATIONS (5 PSF)WITH DEFLECTION LIMIT OF 11240. _.„..„7.- • ..11. 1... c C. LIGHT FIXTURES IN EXCESS OF 56 LBS.TO BE SUPPORTED DIRECTLY FROM STRUCTURE 1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 INCH THICK.GYPSUM 0 . 41 RP \4°/ 4144,444441 ''', 2" -.."7.-- .. • 4 MAIN RUNNER,0 ABOVE,WIRES MUST BE TAUT. D. LIGHT FIXTURES TO BE POSITIVELY ATTACHED TO GRID SYSTEM.ATTACHMENT DEVICE BOARD ON BOTH SIDES W/#6 SCREWS AT 12 INCHES 0.C. MAX. .or 40••••/°. s„Ni444 1 4 /8" MAX. 0 TINOTECRAIoRRRYplAOROTPITEIR0CNENwTAOLFisLEIGxTHETNEDIXINTUGRTE0W:RIGIDH,TTAHCEATINDG0INN0ATNAYLDIGIRNECTwil:N4_. wAy 2. HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE. PROVIDE BLOCKING REQUIREMENTS: • •A 'S • (NO ATTACHMENT) / - ' ''#° .0 , OR STRAPPING ON OPPOSITE SIDE AND USE NON-COMPOSITE SECTION VALUES. ' , _ _ • 4 \ -GRID SYSTEM RATING : HEAVY DUTY • i FASTENER ,,,---. ./. .' `■,, : BRACING OF GRID,MUST HAVE THEIR OWN LATERAL WALL BRACING PER DETAIL 5. CEILING WIRE ATTACHEMENT •ik ''': ,4 CROSS RUNNER, ■ 0' TO STUDS c • -,n • 4 11 PERIM,E(5R HANGER HANGER WIRE AT 45° -". ,/Nkk441411% CONSTRUCTION TYPE FASTENER 0 -CLOSURE ANGLE:2 INCHES 0 PROVIDE SEISMIC JOINTS WHERE CEILING AREA EXCEEDS 2,500 SQ. FT.OR PROVIDE FULL >,..N. 4 4)• WIRE FOUR WAYS HEIGHT PARTITION. DETAIL 13 AND DETAIL 14. MAIN RUNNER, 0 WOOD 1/4"X 3"SCREW EYES -ATTACH GRID TO CLOSURE ANGLE ON TVVO ADJACENT STEEL DECK PRE-DROP WIRES,CMI DO OR DC 2 114" WALLS WITH POP RIVETS 2" • ' MAIN RUNNER, SAFETY WIRE ATTACHED TO 41 '''''S‘N16 MAIN RUNNER 2 INCH CLOSURE ANGLE AT PERIMETER OF EACH 2,500 SF SUSPENDED CEILING SYSTEM, MAXIMUM RECOMENDED LENGTHS FOR VERTICAL STRUTS METAL DECK SCREW EYES. • Q CEILING GRID FIXTURE HOUSING, (2)SIDES TO BE ATTACHED TO ADJACENT WALLS, (2)OPPOSITE ADJACENT SIDES TO BE POST TENSION PRE-DROP WIRES, EMBEDS, 1/4"X 3/4"METAL EMT CONDUIT -PROVIDE 3/4 INCH CLEARANCE FROM CLOSURE ANGLE TO MAIN RUNNER AT PERIMETER AT UNATTACHED WALLS 0 ,0• %n *1/4 No■ I WRAPPED AROUND FIXTURE HANGING WIRE MIN.FOUR ....-> ‘'''S /* . UNATTACHED PER DETAILS 9 AND 10. CONCRETE HIT ANCHORS 1/2" EMT CONDUIT UP TO 5'-10" TIMES.SECURE AT DIAGONAL ' 0 WHERE SPRINKLER HEADS AND OTHER PENETRATIONS OCCUR,PROVIDE 2 INCH POURED IN PLACE PRE-DROP WIRES,EMBEDS, 1/4"X 3/4"METAL 3/4"EMT CONDUIT UP TO 1-8" -SPREADER BARS:PREVENT SPREAD OF MAIN RUNNERS AND CORNERS NOT CONTAINING CROSS RUNNER OVERSIZED ESCUTCHEON OR ADAPTER TO ALLOW AT LEAST 1 INCH MOVEMENT IN ALL CONCRETE HIT ANCHORS 1"EMT CONDUIT UP TO 9'-9" CROSS RUNNERS AT UNATTACHED CONDITIONS • . &' MAIN RUNNER LIGHT CLIPS. HORIZONTAL DIRECTIONS,OR PROVIDE STANDARD ESCUTCHEON AND PENETRATIONS TYPICAL BRACING CONNECTION WITH FLEXIBLE HEAD CONNECTION. NOTE:THIS TABLE IS PROVIDED TO GIVE GUIDANCE FOR ALTERNATIVES; FOR OTHER STATES METAL STUD -LATERAL BRACING VERIFY WITH AHJ. SINGLE 1 5/8"METAL STUD(20 GAUGE) UP TO 12' NOTE: BACK TO BACK 1 5/8"METAL STUD(20 GAUGE) UP TO 15 -PERIMETER SUPPORT HANGER WIRE REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56LB OR LESS. LIGHT FIXTURES SINGLE 2 1/2"METAL STUD(20 GAUGE) UP TO 13'-6" WEIGHING MORE THAN 56LB TO BE INDEPENDENTLY SUPPORTED FROM STRUCTURE. BACK TO BACK 2 1/2"METAL STUD (25 GAUGE) UP TO 15' TYPICAL 2 " WALL ANGLE TYPICAL 2" WALL ANGLE RECESS MOUNTED SCHEDULES 8 GRID LATERAL FORCE BRACING 9 (ATTACHED) 10 (UNATTACHED) LIGHT FIXTURE SUPPORT SUSPENDED CEILING NOTES 41 N.T.S. 1BGWALL-SCHEDULE-12-10 1 1/2"-1'-0" laCCIG-LATERAL-02.08 3"-*l'-0" IBC-CLC-GENERIC-02.08 3,4_1 t_ot! 03G-CLG-GENERIC-02.08 N.T.S. IBC-GIG-SUPPORT 12-10 N.T.S. 18C-CLG-NOTES-02.08 II 4.... UN-ATTACHED AT WALL 4 10 14 J,4"1, TYP. DOOR OFFSET AT ELECTRICAL OUTLET FOR /-1 3/4" MIN.CONDUIT (41) TO STRUCTURE OR T-4 T-4 T-4 PERPENDICULAR WALL PROJECTOR FOR VGA CABLE .• SEISMIC JOINT OR / ow. HANGER WIRE 17, i THREE(3)FULL TURNS WITHIN THREE (3) INCH MAXIMUM - 1 '--- ---I--TYPICAL GRID I / / \ _ __ 1/4" STEEL CAP I WELDED TO PIPE CEILING ESCUTCHEON AT CEILING 0://,,,, PENETRATION ,,,y;/;/: .,/ • • (i) z . - EXISTING ALUMINUM WINDOW / x 48"H.STEEL ,1 PIPE PROJECTOR(NIC) PROVIDE 12 SYSTEM 0 i GYROLOCK PROJECTOR C) MAIN RUNNER _i u / I MOUNT(MODEL PBC-302) ....1 El :-j< tr) STEEL STUDS @ 24" O.C.W/ GYP. BD. I AND CHIEF MANUFACTURING UI 2,500 ' 1J4 </-- ''' EA.SIDE. / 1 , (CMA-440) SUSPENDED D FASCIA MOLDING < MAX. 1 cg 0 0 1 0 \-i a§ OR SIMILAR,COLOR < 2 Lu -.0.--- FIN.SILL BELOW- / if SWITCH ztt. 1 1 10 X 10 X 3/8"STEEL . _ ,,, CEILING KIT ,, 1 . ,7 4,7 CO TO MATCH GRID u w NOTE: ALL SILLS TO BE INSTALLED i < D GANG . PLATE WELDED TO FLUSH GROMMET b i.... BEFORE INTERIOR WALLS. DO NOT i STEEL PIPE-SECURE AT TABLE TOP .5 D Z ---1----1 ---1i CUT SILLS FOR MULLION CLOSURES \-c. 7 I ,,ci 0- 4 4 ORWALL INTERSECTIONS. r( I [ WITH (4)Ye X4" (MOCKET PCS9) EXPANSION BOLTS Ce [ _______I '<>. . 4 ......0 , . t 1 III ' VoriniEMPONFAXIDEREL 1111111111111111111111ffir 1 1.0 , ...is__ FULL HT.STEEL STUD 0 FACE OF \ 1-- -< 1 (E)CONCRETE FLOOR t- 9 EXISTING SILL STUD. .. --- I-- POP RIVET TO GRID,- ii4:<1, POP RIVET TO 1-4 ii I 10 5 T-4 T-4 \ co t--- \ 0 COLOR TO MATCH I, . GRID,COLOR TO , = = = _ _IL_ _-=...- = = - 0 W </ 4 NOTE:PAINT PIPE BOLLARD, MATCH - -II- - OR 4 • 4 CAP AND PLATE SAFETY CORE DRILL FOR 1.1.1 0 II 14 .050"ANODIZED ALUMINUM TO \ I- F- W 1 z4 <7 41 . 4 4 d YELLOW PER FINISH SCEDULE CONDUIT ACOUSTICAL CEILING TILE II T-4 MATCH WINDOW FRAME,FULL HT. TO WINDOW. 0 0 Ln * • ' . FLUSH FLOOR MONUMENT WITHIN WALL U LL-1 i II \ c. 0 8_ ; .. ,,, (WIREMOLD AV3 SERIES) CAVITY I- II Bo CORE DRILL REQUIRED / (r) NOTE: REQUIRED BETWEEN EACH 2,500 SF CEILING AREA OR PROVIDE I 1 \, I___ __T-PARTITION TYPE I en FINISHED FLOOR 1 WALL THROUGH CEILING GRID. i , 1 % I II I ■ TO UNDERSIDE NEOPRENE GASKET WITH \ "It' . i 1 Cri.) tin -.4 ATTACHED - OF GRID DOES ACOUSTICAL SEALANT EA.SIDE. 'i LLI Lid' IF A SEISMIC SEPARATION IS REQUIRED,AN APPROVED PROPRIETARY N NOT EFFECT JOINT MAY BE USED,OR THE GENERIC JOINT DETAILED HERE.THE T-4 2,500 SF 1 I N. ■, \ ■ FIN. FLOOR, NOTE: IF CORE DRILLS ARE NOT ALLOWED WITHIN BUILDING SPACE,PROVIDE Z .. , AMOUNT OF FREE MOVEMENT SHALL BE A MINIMUM OF 3/4 INCH. RECESSED BOX IN WALL WITH PAINTED METAL DOOR HOUSING COILED - TYPICAL SUSPENDED MAX AREA UNDERCUT DOOR AS REQUIRED TO----J OUTLETS CLEAR FLOOR FINISH TERMINATED VGA CABLE INTERFACE. immiso LU V) > e GRID SEISMIC JOINT 14 CEILING SYSTEM PLAN WALL AT WINDOW MULLION 0 STD. MOUTING HEIGHT BOLLARD DETAIL 18 VGA CONDUIT DETAIL D < rel , 3"..1'-.0" 113C-CLG-SEISMIC-JOINT-02,08 N.T.S. IBC-CLG DIAGRAM-02.08 3".51,..0" 08DWIN02 3/4"=1 I-0" WC-HEIGHT 3/4,1=11..0,1 BOLLARD N.T.S. PROJECTORCAB LE cy:1 v.) c-4 D N FACE OF WALL(PROVIDE CONT CO CN1 2'-1" BACKSPLASH RETURNS PER N.. --/ , FACE OF WALL(PROVIDE CONT. T-0" i BACKING TOP & BOTTOM) ELEVATIONS FACE OF WALL(PROVIDE CONT FACE OF WALL(PROVIDE CONT (f) CD" 17"MAX TO CONTROLL A BACKING 0 TOP& BOTTOM) --/ XI 25" BACKING TOP& BOTTOM) BACKING TOP& BOTTOM) CLOSURE PANEL FACE OF WALL(PROVIDE ......11 ---- --/ A- BACKSPLASH RETURNS PER / ---T? CONT BACKING TOP& momal Z tm°4 1 BACKSPLASH RETURNS PER ELEVATIONS BACKSPLASH-3/4"MDF W/ BACKSPLASH-3/4"MDF W/ 14_04, BOTTOM) > ■44..1 ELEVATIONS A.D.A. FAUCET __\___ .,w,. P-LAM 0 FACE &ALL EXPOSED 4 ___\__ Nimilie P-LAM 0 FACE S,ALL EXPOSED / 1'-0" _ /- 7.4 -V _oft- AA 1%-6" '11.4 EDGES .4 Z4- 1N EDGES CABINET BODY-3/4"W/P-LAM @ CD (f) CS --.. I. BACKSPLASH-3/4"MDF W/ fl. I -4A111 FACE &EDGES MELAMINE 0 ALL CABINET BODY-3/4"MDF ,-- ,V, CABINET BODY 3/4"MDF W/ ,, -_,- , ---\ OTHER NONEXPOSED SURFACES 7 1") ce V,r-ZZL:527,;2727024555:;"1 WI PL LAM 0 FACE EDGES \kr v P-LAM @ FACE &ALL EXPOSED --\--- --‘-- C4 ' rtizz.z*azzazatztmemmxtazenwommisp P-LAM©COUNTERTOP, END N,•4 N :44 fil.7793zy.tosv yzeltammoyomrostreAsv 444.:41mtm.4 4,4 4.4:TN q. . )14 1 \ \ %.0 < 1-11111 !:3 EDGES "..-_- . C.47.7.474 :::_\___ 04■09...4*A....41 -""•111111111111111111111111111.* 01r, 0 ;1:::::::::::*:;:::::::::!::::::::::::::::::::::::::x.x. .::: & ENDS. MELAMINE @ ALL IN PANELS,FACE,EDGES U (.) "I \ \\ - - , 'Ip110,11...-.A 4.- ---5- re eAtiN.Zit / / / / / .evetmtopm . p, -:. 1,, ::, ..: NONEXPOSED SURFACES .1 0 :... 0 CM .__N„, r+7;.Cas/ / / / / / .-•-•-•-•-•-•&4t CABINET BODY-3/4"MDF W/ . , .: eV :A MELAMINE @ ALL OTHER NON ,.0 r- '- CABINET BODY-3/4"MDF W/Pt. . ,A■ ..., * ° •. ■••+ 1--DRAWER SLIDES PER i; ti r- 14 P4o t#4 CONT LEDGER ATTACHED TO ..., -,-,,- M. = _240 0 L.! EXPOSED SURFACES IV LAM @ COUNTERTOP, END ,..,, 0 0 41 . 0 v. ,. ...- ..: eo, / / / / Al, P-LAM @ COUNTERTOP, END q) :4 SPECS 0 1 1 ,0 _ *-1 I 0 o 1t4 FACE OF WALL Cr) T--- i--44 I-- . . ..t.: Li-i - :4 ' / / i/ / / / / id PNLS, FACE EDGES&AT ALL : N N ,i ;t. 1 PNLS, FACE&EDGES MELAMINE 0 10 112" ::::: _---CONT LEDGER ATTACHED 0 ,..., 17 en et4 / / i , / VI _ 'Al ! 0 ALL OTHER NONEXPOSED , 6 / ./ 7 / ''' OTHER EXPOSED SURFACES V ‘ ° . ° . :-:, TO FACE OF WALL --\-- ' .4.4 t=„1 1'-9 1/2 1 SURFACES c3 0 - / , ,/ 1111111114 I 4"W RAIL @ TOP& BOTTOM OF 10 1` . 0 MARK DATE DESCRIPTION . :::: t ° K. c%8 0-4 k / ■• ' / / li ' , 0-- CABINET E., .-41 * 0 $ 4 Z *4 f4.4.42V.M.14-::552Mitita : 0 0 • / / 4"W RAIL 0 TOP& BOTTOM OF ti *-- -°-5 o" t„., 0 DOORS-3/4"MDF IV P-LAM @ ts. !Itnnt:ntnt:iitt!: 't i.:151:24,10.6262.44Z.7.,;2":....;52;t6SZT624:=7„:2;55 1 / . / 4"W RAIL @ TOP& BOTTOM OF !:141, 000. 10 i a' ITo: 1 iit.:1 . z u.1 :A al P 0 , FACE, EDGES AND BACK 04 . 0 cr) 1 i ,/ (111111MilliMil CABINET 1§ "4 ° 1 1/2"W SUPPORT ° ° ° : DRAWER-3/4"MDF FRONT, 1/2" ■, 0 1 CABINET < 4 ° 0 0 C RAILS ON 4 SIDES o , ° WIRE PULLS TYP 0 0 , = aiP.. / 4 ii , ''''':;,_ . . :1 0 t t 4 0 a 1 A 0 0 SIDES &BACK, 1/4" BOTTOM W/ 4 pti 8"MIN / ,* , , .. ,„ „,- -*.z,N.:•,------ 6 1/2" DEEP A.D.A. SINK t.:I )• : : :4 4 DOORS-3/4"MDF W/P-LAM 0 ..., .4 0 1/4" MELAMINE BACK a. .<§ ,. 0 . Lu A 0 . . P-LAM @ FACE &EDGES, t, : i LIJ L'I V4 / *4e4 , WRAP SUPPLY& DRAIN PIPES ° 1/4"MEL. BACK 0 1 . ■.:. ° 0 ? $ FACE, EDGES AND BACK oe Lut.,.. -4 ° ° 1/4" MDF BACK . p7-= N ' /** -, , / / 0 0 : MELAMINE 0 DRAWER INT (-4 ■4 -`,.. ' 0 $ kat : ° 0 !Al la. T.■ 0 4 W/INSULATION .4 0 .11 0 ADJ SHELVES-3/4" MDF W/ << L% ° .: , 4.4 ,,,, / /- Li' • WIRE PULLS TYP 4 ,(? ° . 1 4 . , . , t.. . 0 / - ■ t t.e.J(4 / / 0 4, -("4 fr ° ADJ SHELVES-3/4" MDF W/ .44 MELAMINE ALL SIDES PROVIDE 4 Lit vl ° ° w // "„„ , 7 .,„ / / ALLOWABLE EQUIP.AREA < Z`..,4 N ° . 0 ! Fn t )2iNt.txt.k.t.t.txtv.....„7.IvIti ■ 0 0 , ADJ SHELVES-3/4"MDF W./ ...J > r_ ,4 ° ; MELAMINE ALL SIDES PROVIDE 4 < MTL SUPPORT CLIPS PER SHELF S, 4 DOORS-3/4"MDF W/P-LAM @ :4 kl co i Er_ "i4 d tx 4 --4.-------wiswem....-owinws"....~.4,4,4 ,4 :,---,:x.-1.0.-rimiaaamixam.-. 24.-::41:4.-ml i > 04 MELAMINE ALL SIDES :::::::::!:t:!:!:*:::t:::::!:1:!.::!:::,: ; MTL SUPPORT CLIPS PER SHELF P. 0 '4 MOUNTING HOLES 0 1 OC IN <t :'''lif...:''''':` • 5) PROVIDE 4 MTL.SUPPORT V u ,/ . / / / , / / / „,/ -i, :0 FACE, EDGES AND BACK F, 0 P 1 Pi Z / / 4' 7 / / DOORS-3/4"MDF W/P-LAM 0 ,. ° 0 i tk,:,,, 0 . i &MOUNTING HOLES 0 2"OC 0 0 4A 0 , END PANELS 0 0 .4 t■4; 44, ; / / / ' FACE, EDGES& BACK-176° M i 0 . o CLIPS PER SHELF & , * * ° ; IN END PANELS N . . . . ,• :r4 . ) -"\-- ': ° o MOUNTING HOLES @ 1"OC 0 0 ° $ 0 ; / / / 4 0 , ZI., K t. 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Al WAVW"WiNS.44,41W4V or,01 ..• •,,,2.4.1.4t4tom,„ rio s MELAMINE BOTTOM SHELF r4 / / -NC- '.""IIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIMIIIIIIIIIP A \ 44 A A. .:: Ak ALA.A 4 A.4 4 A A.4 A 44 4 A.A.4 4 44 4 A.1 1,40, M i ' UNDER-CABINET LIGHT WHERE I FILE: T-6.0 DETAILS 1;11 3" ... / / / 1 VA.- (2)CONT 4"W BASE RAILS W/ '46 (2)CONT 4"W BASE RAILS W/ •,4,11,- ter' i Z:t ;. +:1 tit. ift NOTED ,k _71,:l kv. STRETCHERS(0)24"OC ti STRETCHERS 0 24"OC DRAWN: TL 9 1L \ ,t..1 \ \ / , „. , , a,,t-,-Ns. 4 4 N_________ ____--- FINISH FLOOR-SHIM CAB AS rt: .....)4.-14....---. - tti ii '------„_______--- FINISH FLOOR-SHIM CAB AS WIRE PULLS TYP UNDER-CABINET LIGHT (WHERE NOTED) CHECKED: SO co 17'MIN 3" I / 4, NECESSARY TO LEVEL 1 / / NECESSARY TO LEVEL a-. 19 A. D.A. SINK CABINET 20 LOWER CAB WiDOOR & DR. LOWER CABINET W/ DOOR UPPER CABINET W/ DOORS UPPER CABINET W/O DOORS 24 410 COPYRIGHT ANKROM MOISAN. te'n1= ASSOCIATED ARCHITECTS 2010 (-4 1 1/2"-V-0" ADA...Sink.Cab 1 1/2"-1'-0" N232-10 1 1/2"-1'-0" LOWER-D 1 1/2"-l'-0" N232-5 1 1/2" = 1'-0" P-UPPER-NO-D 1111. 4....V) E.) i ,N d DETAILS el-I 11-12 0 1 C? U I-- 6 E) z z ri . <---1 I---8 ..4s.,5 T.6 . 0 c. , PERMIT SET 12 .29. 10 .. ,.%\ky,D Mt& 9"-- ---9 ,i,c,:. . ''' ,.__ STEW.,} H. ANKROM`- I I 410 7 ,'3 1 I . iir► . I I t _ _`j—._. _-____-__.___-i...! - .- - \•�, .// f, . 4 9- -9 I I r L7 8 § 1 1 1 1 _ _ - ..:-_----- IL- - II --:-: - F:=3=IL-- - IT-- ------ r r -- ilL.. LI___ -ir-----_-_-_-_-a_.-:---_- —i::: ..._ < Z 74 L....1 (man_ W/O Fl g wry EPO W/O ENTRY 9 2- t CHANGING 120 I ( Es �s I I 119 a . at cr I I CONFERENCE Q Q iiig SI 2 IL _I WWII _ wt, _. ., a a 41 a ........., 1_, ,.....;_, ,.........., g. a : a- - ip===F a-------a ii. B orrinis i1111•11111111M .* s-a 12 rrrr.�wiw� IF EPOx I ' w/o o 8 CONFERENCE ;' ' r 0 .., 105 Cr1 r1 ,',, 'r ' OFFICE CIRC. OFFICE OFFICE 104 P,2 P-2 106 P-2 108 109 P-2 i EPDXY ' ' 1--•.--.---EPDXY I r '; ' ' . 1...1 ,� CIRC. 7 CABLING = z 1 t� AREA f" �,,� o 1 0 124 < 4)I < ' I i • ; , o ;ff z . OPEN OFFICE ,/, , Sri 2 c 102 OPEN / O FICE K X07 P- f ; KITCHEN/BREAK VCT 103 C_1 I I C-1 I- —— ,•OXY ASSEMBLY AREA ' " P5_... � � � I I CIRC. %�/,f;', ID'� SS I EPDXY 145 EPDXY EPDXY EMIR MEM�; a,„„, 118 i EPDXY EPDXY ; MENS 14 EX.T i EXt T E ST ir 1 /O P-2 ;;I '� 3w�o c-1 I I CONNCE 1 PEN C_ OFFICE OFFICE 0 0 ! ; I 112 123 ClA P-2 OPEN ,. I _ OFFICE I I r--� �` 4 103 v; b__ _ __ ___ I ii u u I I I ° EXISEXIST, T f 411111 JD igrii 0 • SERVER • ` �' ROOM FD FD —CIRC ��OME - T 133 I i N �:�, ,VCT �� 5ECURE • '142 P-2 OFFICE L 115 ` C-1 a 0 orL n a MI EX ` D ' : 111 1 _ , , STORAG /,',,/'/,,/://///,,i,,/,://,,,_,-,/,:::,-/,////,-,,, ; _ OFFICE XIST P-3 T Mr !I i' 125 J' i - wH --•--•--- f.1 I ��I \ iS MENS kiih!1NITOR C-1 EPDXY- 07, L.....11 • l E Y EPDXY LUNCH 28 /;/ P-2 i ROOM EXIST /', / , 143 �:../ y' $/ j,lf�, OFFICE P-2 OFFICE P 2 C-1 ( 1 140 141 VCT /C Epct' '„ / SIC CIRC. CIRC. WORK/COPY QUALITY i j/ INSPECTION Cr1 129 j I ( — — 138 139 — -.-.. — — — — — --a— — — -- - — — _._. 1 132 — — — /i I CONFERENCE TiS/C .CONCRETE 137 LECTRICAL 134 COMPRESSOR I ( 130 ( ( - ELECTRICAL T C-1 E6. rj' S/C .,.,.......... r■ra r r`tnn I I DISTRIBUTION 1- ELECT.PANELS 135 IF 1 SIC • 0 • -- w I ( • (.3 I Z -k 1 - t ' 1L� b 11 31 -I _ ■ __J C..) J D A k Alkk FINISHPLAN co T-7.0 1/8"-1'-0" 4111, a Ce I,. ..,I 1— FINISH SCHEDULE FLOOR PLAN KEYNOTES FINISH PLAN NOTES Z ° ROOM FINISH SCHEDULE C-1 GENERAL CARPET-BROADLOOM (j) EXISTING RESTROOMS-PAINT WALLS P-4 AND HARD LID CEILING P-5. 1. ALL INTERIOR WALLS TO BE A SMOOTH LEVEL 4 FINISH. �"1", MFR:SHAW-TURN KEY COLLECTION STYLE:TERRA 2. UTILIZE MASTER PAINTERS INSTITUTE(MPI)ARCHITECTURAL PAINTING No. NAME WALLS FLOOR BASE CLG' COLOR:TBD O EXISTING RESTROOMS TILE FLOORING AND BASE-CLEAN GROUT AND RE-SEAL. MAT. NOTES SPECIFICATIONS.APPROVED MPI PRODUCTS TO BE UTILIZED OR PROVIDE N S E W I-"' SUBSTITUTION FOR APPROVAL TO ARCHITECT. 100 VESTIBULE P-1 P-1 P-1 P-1 W/O B-1 ACT - 5 B-1 RUBBER BASE-4" COVE 0 ALL HARD SURFACES 0 CLEAN EXISTING VCT OR SHEET VINYL FLOORING AND SEAL. {� 4" FLAT ALL CPRPETED SURFACES 3. ALL PAINTED SURFACES TO BE MPI LEVEL 3-EGGSHELL FINISH, PREMIUM 101 OPEN OFFICE P-1 P-1 P-1 P-1 C-1 B-1 ACT - MFR: JOHNSONITE OR EQUAL 0 EXISTING CABINETS TO REMAIN. PROVIDE NEW PL-2 COUNTERTOP AND BACKSPLASH, COLOR: SYSTEM INSTALLATION U.Q.N. 102 OPEN OFFICE P-1 P-1 P-1 P-1 C-1 B-1 ACT `� � P-1 GENERAL PAINT-EGGSHELL FINISH KID INSTALL P-LAM WAINSCOT AT UTILITY SINK b' HIGH BY 6'WIDE. 4. SUBMIT DRAW DOWN AND MPI TEST RESULTS TO ARCHITECT FOR 103 KITCHEN P-1 P-1 P-1 P-1 VCT B-1 ACT - • Z MFR:TBD APPROVAL. _ 6 PAINT THE NEW BOLLARDS-SAFETY YELLOW. 104 OFFICE P-1 P-1 P-2 P-1 C-1 B-1 ACT Ll.i COLOR:TBD CONFERENCE P-1 P-1 P-2 P-1 -1 B-1 ACT - 105 CON NC C CT P-2 ACCENT PAINT-EGGSHELL FINISH O 7 INSTALL 4'x8' P-LAM ABOVE CASEWORK PER ELEVATION. 106 CIRC. P-1 P-1 P-1 P-1 W/ Gi B-1 ACT - M MFR: TBD N COLOR:TBD 107 OPEN OFFICE P-1 P-1 P-3 P-1 C-1 B-1 ACT - CO D N P-3 ACCENT PAINT-EGGSHELL FINISH F I N I S H SCOPE 108 OFFICE P-1 P 1 P-1 P-2 C-1 B-1 ACT - CC MFR:TBD 109 OFFICE P-1 P-1 P-2 P-1 C-1 B-1 ACT - G COLOR:TBD 1. ALL EXISTING WALLS AND HARD LID CEILINGS,SOFFITS TO BE PAINTED. 110 OFFICE P-2 P-1 P-1 P-1 C-1 B-1 ACT - ■... I Z L14 PROVIDE ALLOWANCE TO REPAIR ANY WALL DAMAGE AT EXISTING P.4 RESTROOM PAINT-EGGSHELL FINISH WALLS. 111 OFFICE P-1 P-2 P-1 P-1 C-1 B-1 ACT - 0 MFR:TBD - 112 OFFICE P-2 P-1 t'-1 P-1 C-1 B-1 ACT COLOR:TBD 2. PAINT ALL H.M. DOORS AND FRAMES P-6. (f) Q 113 CIRC. P-3 P-1 P-3 P-1 C-1 B-1 ACT - 1 if) P-5 CEILING/SOFFIT PAINT-FLAT FINISH 3. PROVIDE ALTERNATE TO INSTALL ARMSTRONG SDT TILE IN LIEU OF EPDXY 114 MEN'S RESTROOM P-4 P4 P-4 P-4 EXIST EXIST GYP PAINT CEILING P-5 < �( MFR:TBD FLOORING AT ALL AREAS SHOWN AS RECEIVING EPDXY FLOORING. U 1-r) (3 COLOR:TBD 115 WOMEN'S RESTROOM P-4 P4 P.4 P-4 EXIST EXIST GYP PAINT CEILING P-5 0 th u., P-b DOOR PAINT-SEMI GLOSS FINISH 116 JANITOR P-1 P-1 P-1 P-1 EXIST B-1 ACT - in MFR:TBD ��'' COLOR:TBD 117 CIRC. P-3 P-1 P-1 P-1 EPDXY B-1 ACT MARK DATE DESCRIPTION 118 ASSEMBLY AREA P-1 P-1 P-1 P-1 EPDXY B-1 ACT - in ° PL-1 PLASTIC LAMINATE-CABINET FACE - 119 CHANGING P-1 P-1 P-1 P-1 EPDXY B-1 A S`u MFR: STYLE 120 ENTRY P-1 P-1 P-1 P-1 W/O B-1 ACT - ,°; COLOR: - 121 CIRC. P-1 P-i P-1 P-3 EPDXY B-1 ACT U PL-2 PLASTIC LAMINATE-COUNTERTOP& BACKSPIASH 122 CONFERENCE P-1 P-1 P-1 P-1 C-1 B-1 ACT - A MFR: 123 OPEN OFFICE P-1 P-1 P-1 P-3 EPDXY B-1 ACT - u.' STYLE: L.T. COLOR: 124 CABLING AREA P-1 P-1 P-1 P-1 EPDXY B-1 ACT - 125 SECURE STORAGE P-1 P-1 P-1 P-1 S/C B-i ACT - U S/ C SEALED CONCRETE I I Q HEAVY DUTY INDUSTRIAL SEALED CONCRETE 126 CONFERENCE P-1 P-2 P-1 P-1 C-1 B-1 ACT - , cr, FINISH -SATIN 127 ELECT. P-1 P-1 P-1 P-1 EXIST B-1 ACT - WI W/O WALK-OFF CARPET 128 MEN'S RESTROOM P-4 P-4 P-4 P4 EXIST EXIST GYP - DATE: 12.23.1 Q 0' MFR:VAN DIJK CARPET, INC STYLE: HERCULES NOP 129 CIRC. P-1 P-1 P-1 P-1 S/C B-1 ACT E> JOB: 056290 :i COLOR:TBD 130 COMPRESSOR EXIST EXIST EXIST EXIST EXIST EXIST EXIST - FILE: T-7.0 FINISH PLAN - t 131 WOMEN'S RESTROOM P4 P4 P-4 P4 EXIST EXIST GYP t -- DRAWN: TL 1 VCT VINYL COMPOSITION TILE .._ ___. Z7 MFR: ARMSTRONG 132 QUALITY INSPECTION P-1 P-1 P-1 P-1 S/C B-1 ACT CHECKED: SO ©m STYLE: STANDARD EXCELON : COLOR:TBD 133 SERVER ROOM P-1 P-1 P-1 P-1 VCT B-1 ACT a 134 ELECTRICAL P-1 P-1 P-1 P-1 EXIST B-1 ACT 4 ' .- ` on COPYRIGHT ANKROM MOISAN g EPDXY ESD EPDXY FLOOR COATING 135 DISTRIBUTION P-1 P-1 P-1 P-1 S/C B-1 ACT - ASSOCIATED ARCHITECTS 2010 c:4 MFR:STATICWORX PRODUCT: GROUNDWORX EC COLOR:TBD 136 ELECTRICAL P-1 P-1 P-1 P-1 S/C B-1 ACT t-si d WEBSITE:WWW. STATICWORX.COM 137 CONFERENCE P-1 P-1 P-1 P-1 C-1 B-i ACT - FINISH PLAN ..m 138 CIRC. P-1 P-1 P-1 P-1 C-1 B-1 ACT - 139 WORK/COPY P-1 P-1 P-i P-1 VCT B-1 ACT - c 140 OFFICE P-1 P-1 P-2 P-1 C-1 B-1 ACT - 6 efl 141 OFFICE P-1 P-1 P-2 P-1 C-1 B-1 ACT - 143 LUNCH ROOM P-1 P-1 P-1 P-i VCT.,/." B-1 C_1 ACT - m 144 I DF P-1 P-1 P-1 P-1 EXIST. B-1 ACT - in O1 145 CIRC. P-1 P-1 P-1 P-1 EPDXY B-1 ACT - Et S 1- 7. 0 Q PERMIT SET 12 .29. 10 , . , Z ( O 8,0 Lri-'1;, ur) :s F4a) 7\ 7 1 _ i! / \ / / / 0 y TV al _____,N A\ /T : : - 1 (// / 4i /// L.I.J 0 1— i t � -----1~ f/ j / c p o \ \ \ \ \ \ ----- \ \ \ ___i_ ---r\- 1 L .____, . v 1"/ 0 / 0 0 LUcle tuj \ \ , ; „-) y ni. } i//,/1, \ 1-------L---- 3 ) f:: C) ' \ N, \C4 i 1; I II / i 1'• �� •- rZ L___\___L ___L__ 1r- I { —— 4 c... tr:.i < ..q, ,.0 v) r-- --r--------1----- 1 -g 'I 1 // // t; // //:///://////7,7///7/-/ / / / � ■ lr:////// 1 / // /7/./././//://> //,„/././///,/ ///2/4//./.> ..,/, , , , //, / . , / / 1 $V/ ��irsiri � ''.� I ,/ 1.- I / i i ; / 7 ' I 1=I_1_I 111111111111111111111111111 = =1 • 1 1 111111111111111111M11111111111111111111111 !-------- �L I / / - I I / � ! r / / i cr --Tg 1 LA it:1 1 L ! 1 I � �,/// ill / // I / / ,I, ...----- ---- ------- ----. --,-- ___ _____Jr- 1 : :nommi; . : rilineumim imam el", / / , t 1 r/ / / /// /// e7 / / / 1/4/I I _ ( I 1 // / / / ///// / ' /7/ // //j I I 1 ( "// //, 7-1 r-- I'D . ///////2 /1 I 1 �/ / ff / //7/ -LA__jj===ita, _._ Ci ) Li ) ( D ///../,, //&,: // / / 1 ///,, /x///////, , _4_ ___, 1 I /.•'/ / / /f // /./,//// / / / // // -----1 ! , I / / / // �/ / , , 10 ____i 1; , 1 j i I 1 / / / , / / / / i 7/ i 4f{ i f i —_ 1 ! { i 1 `I I I { I 1 1 / /♦ _�r1__i��I�AI.�_____ ______ A►IM►_.II" AVM/ s // </ ' 4'! /2/ r / ;/ :11 1 I I 111 -- I Lb I 1 I i i ' i I ' / / / ;V/ /, �// II. / , , } j I /// / �, / /// ///i 0! 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I .�'i ,41 i I 1 r t• RM PANEL; I I i Il 1 141 11 •� ;11 i ii � ' I I ill' ` / N .ILI i ___--- - I 1 I i// 2 /// /' /,/ (-• n - 1 I , 7 i 11 , I 1 ,_____\,_., i i I i 1 L/T 1`/ / /' (fts) ,I i ! f r MAIN ELECTRICAL ROOM i 1 ; } i ; I I I _ } , i, / //f/ / Z # 1 � ! t ( { i H EI j I w...r 1 ///II/ 1 ► I , a i ; _-I 1 ■ 1 I ____L I (E) DUCTWORK I{ 1 1 I 1 I I i i } ; ► I 1 ce I ' HVA CONTROL (HVAC 2) � .� �,�,... {! 11 N SWITCHBOARD I t i 1 I i i j 4 +✓, } TSE SPACE FUTURE LEASE SPACE ( ) 0 1 I , i i 1 i t 11 ►. I 1 �) XFMRT3 11 I I I }! ; v � 1 I 1 © E PANEL L3 i; ' ' Z I 11 j j i I I (E) PANEL L4 1I ( ) 1 I1 H CO (E) XFMR T- HVAC CONTROL HVAC 3) I i + { i }' `✓' I i i ' i I 1 { T 1, 1 1 wV T All }# — _ Ce- 1 i f } ! i art' n I (�"� if— I I (E) XFMR T4 \_(E) PANELH3 II � 1 {E NE H4 (E) PANEL L6 - ____� ; ! - ) I DESIGN BUILD GENERAL NOTES: F(E) PANEL L O PANEL ILSA �! I I ( j SECTIONS • ;} 1. PROVIDE SEPERATION OF POWER BETWEEN NEW TSE LEASE SPACE Z 0 _ 1 1 1 i 1 ' • AND FUTURE TENANT LEASE SPACE. SCOPE OF SEPERATION TO 1 i 1 INCLUDE BUT NOT LIMITED TO: j ! 1 L � } I 1 171 I i j I a) RELOCATE POWER FEEDS ASSOCAITED WITH HVAC ROOF TOP UNITS Ca.) W I ! 1 AC-9 AC-10 AC-11 AND AC-12 TO FUTURE LEASE SPACE 480V F"■'I I I 1 PANELBOARD 'H1'. (f) -"1 I I I b) RELOCATE ALL REMAINING POWER FEEDS ASSOCIATED WITH ANY Cl) t! 1 OTHER MECHANICAL EQUIPMENT, LIGHTING AND/OR POWER THAT J SERVES THE FUTURE LEASE SPACE TO A 208V OR 480V PANELS w 1 1 ,l WHICH IS LOCATED IN THE FUTURE LEASE SPACE ELECTRICAL ROOM. 1 I I I■.... Z I I I I I 1 I 2. PROVIDE LIGHTING AS INDICATED ON THE ARCHITECTURAL REFLECTED � W a 1I �� I1 ) CEILING PLAN. LIGHTING CONTROLS TO BE LISTED AND INSTALLED D > PER THE 2010 OREGON EFFICIENCY ENERGY CODE. < M 3. PROVIDE POWER AS INDICATED ON THE ARCHITECTURAL FLOOR PLAN. co cn N 4. COORDINATE SECURITY ROUGH-IN REQUIREMENTS WITH TENANT. CO N CN 1 F 1 R ST FLOOR POWER P LAN 5. TI WORK AND UTILITY SWITCHBOARD REPLACEMENT TO BE BID UNDER h E1 •0 SCALE: 1/8" = l'-0" THE SAME SCOPE. AS PART OF THE BID, THE CONTRACTOR SHALL " "i z pG PROVIDE A BREAKOUT FOR ALL COSTS ASSOCAITED WITH THE SWITCHBOARD REPLACEMENT FROM TI WORK. 0 (l) ❑ I 1-r) C U Ln Q DESIGN BUILD KEYED NOTES:Q o (4/1 1. LOCATION OF NEW STEP DOWN TRANSFORMER. CONTRACTOR TO SIZE TRANSFORMER AMD PANELBOARD BASED ON EQUIPMENT LOADS THAT ' ' ARE LOCATED IN CABLING AREA 124. TRANSFORMER AND PANEL TO MARK DATE DESCRIPTION BE SIZED WITH A MINIMUM OF 20% SPARE AMPACITY. 2. REMOVE EXISTING SINGLE METERED SWITCHBOARD AND REPLACE WITH A NEW MULTI-METERED SWITCHBOARD. IF REQUIRED DUE TO SPACE LIMITATIONS THE ELECTRICAL CONTRACTOR SHALL WORK WITH THE MECHANICAL CONTRACTOR ON RELOCATION OF EXISTING SUPPLY DUCT. REFER TO ELECTRICAL ONE-LINE DIAGRAM FOR PROPOSED SWITCHBOARD ARRAINGMENT. CONTRACTOR MAY ARRANGE SWITCHBOARD SECTIONS TO BEST ACCOMODATE EXISTING CONDUIT . FIELD CONDITIONS. REPLACE FEEDERS AS NECESSARY TO - ACCOMODATE FIELD CONDITIONS. EXISTING SWITCHBOARD/PANEL MANUFACTURER IS SQUARE D. COORDINATE WITH PGE. . 3. LOCATION OF EXISTING SILENT KNIGHT 5207 SERIES 8 ZONE FIRE ALARM PANEL. UPGRADE FIRE ALARM SYSTEM AS REQUIRED PER AHJ. DATE: 12.29.10 4. EXISTING COMPRESSOR IS EXISTING TO REMAIN. JOB: 056290 5. PROVIDE 2-1" CONDUIT FROM ACCESSIBLE CEILING SPACE ABOVE FILE: 3175E10 THE FUTURE MODULEAR CLEAN ROOM TO NEAREAST AVAILABLE 208V DRAWN: TSE PANEL BOARD. CLEAN ROOM REQUIRES (6) 120V DEDICATED CHECKED: CIRCUITS. 6. EXISTING TVSS SYSTEM ALONG THIS WALL TO BE REMOVED. ' RELOCATE EXISTING PANEL HM AND ASSOCAITED FEEDERS AS COPYRIGHT ANKROM MOISAN Z. REQUIRED TO AVOID NEW SWITCHBOARD. REFERENCE ONLY ASSOCIATED ARCHITECTS 2010 0 NOT APPROVED WITH THIS PERMIT 0 N . - ELECTRICAL 0 ,.., FIRST FLOOR a, N r POWER L Z �,, 6915 SW MACADAM AVE. SUITE 200 Q NII K41 m PORTLAND, OREGON 97219 , -t. PHONE: 503.892.1 188 t.Oi FAX: 503.892.1190 MKE S, ASSOCIATES , INC. CONSULTIN© ENGINEERS p engineering©mke—inc.com MECHANICAL AND ELECTRICAL SYSTEMS E- 1 . 0 o° PERMIT SET 12 .29. 10 X Z (3 b ° z r Z c� Lfl Cr) ,d,„1"( O O amwmi W, —d, 0 0 v) r r � �- � H Z < LU - i- ce o 0 2 w .w t: c D a _ ¢ LU u.1 ct ZF I c) z U o ¢ d< Ce r.1 Q (r) G Z ¢ '3t t Q o. cn NEW MAIN DISTRIBUTION BOARD 2500 AMP (E) 1500 KVA ___L. UTILITY TRANSFORMER 1 M2 0 '-'-- -( EXIST ) • 400A~ \_100A/3P 3P �''�`"� PANEL PANEL 400A/3P ,.----� ~ 800A• r-.. H4 L4 • ---• •r--• 3P SP MLO MCB 400A 3P\_200A/ 0fl El 3P 1 A EXISTING EXISTING TO REMAIN TO REMAIN 1 4,00 0 10,000 (E) PRIMARY SERVICE LATERAL ,,,� C TO UTILITY POINT OF SERVICE ( EXIST ) ( EXIST ) T t-- \____ (E) SECONDARY FEEDER PANEL PANEL PANEL PANEL PANEL PANEL NEW XFMR 'TP'; 15 KVA L18(1) L113 L1 A(2) L1 A(1) H 1 HM PANEL 480:208Y/120V, 3PH, 4W tin FEED THRU MCB FEED THRU MCB MLO MLO L7 (EXISTING TO REMAIN) LUGS 350A LUGS 550A 400A 800A EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN ,....,.,_ L 10,000 10,000 10,000 10,000 14,000 25,000 z a T PANEL PANEL I I T .t.-----------"- HVAC1 HVAC2 XFMR 'Ti A'; 112.5 KVA 480:208Y/120V, 3PH, 4W (HM-3) (HM-2) EXISTING EXISTING Ni \\__I -- NEW XFMR 'T6'; (EXISTING TO REMAIN) TO REMAIN TO REMAIN CODE GND. 480:208Y/120V, 3PH, 4W ' CO 480V,30 480V,30 (E) HVAC3 T t 1 XFMR 'T113'; 112.5 KVA------4- 1:: 480:208Y/120V, 3PH, 4W (EXISTING TO REMAIN) LU ( EX ST ) mom ( EXIST ) -----( EXIST ) Z 4 TVSS TVSS TVSS TVSS W PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL (i) __.. L3 L4 L2 H2 H3 H4 L5(1) L5(2) L5A L6 ('") MCB MCB MCB MLO MLO MLO MCB FEED THRU MLO MLO 100A 225A 225A 225A ( EXIST ) 400A 400A 400A LUGS 255A 255A W EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING Z TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN 10,000 10,000 10,000 25,000 14,000 14,000 10,000 10,000 10,000 10,000 a." W (2 SECTION) ;,> Di T T cn N"---XFMR 'T2'; 30 KVA XFMR 'T5'; 112.5 KVA (' 480:208Y/120V, 3PH, 4W 480:208Y/120V, 3PH, 4W ....J (EXISTING TO REMAIN) (EXISTING TO REMAIN) Z T 0 0 v) ci XFMR 'T4'; 75 KVA in Ce 480:208Y/120V, 3PH, 4W (EXISTING TO REMAIN) U Is) c 1 W t (../) � p--- 1.— T ''''---XFMR 'T3'; 30 KVA MARK DATE DESCRIPTION 480:208Y/120V, 3PH, 4W (EXISTING TO REMAIN) 1 ELECTRICAL ONE- LINE DIAGRAM E2.0 480Y/277, 30, 4W , 4 DATE: 12.29.10 JOB: 056290 FILE: 3175E20 $ DRAWN: TB CHECKED: SK ^' ONLY i REFERENCE ONL Z COPYRIGHT ANKROM MOISAN NOT APPROVED WITH THIS PERMIT ASSOCIATED ARCHITECTS 2010 m La 0 0 ELECTRICAL r 0 CNI ONE-LINE CNI,-. DIAGRAM Z z 6915 SW MACADAM AVE. LIJ Q SUITE 200 INAI K,/, m PORTLAND, OREGON 97219 . Z LA PHONE: 503.892.1 188 p FAX: 503.892.1190 MKE S ASSOCIATES, INC. CONTACT... 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I _ _ 'i #- I i .- I (r- I' -- —___--- /// ; / / // // / , {1 IV /4"-- 1' 138 Al — r--I , x x 1 x x f x 4 #= 132 I —_ _ — _ _ ti.E.E..t..,,�, - - _ —__— I , { i ► N �v 1 FN 1 K X OPU711-z x X x L J 11 W 1 (E) WAREHOUSE SPACE (E) /�/ /// 139 1 i !! = 1 x (E} AC-1A x { x { 0 0 0 0 0 0 1 N .: ELECTRICAL 1' i 9, ; # RISER ROAM ....2, / j / ► j j i 13 rUC ms 1:2 J �' �. # - i� it j 134 I # (E) FC'-'1 16 w ' .�.i I x I c. �, , COMPRESSOR 1 NI LL.I I / / #/ j 0 ' x x x x _ Ti 1TL fl { 130/ i / LECTC i l i j `� c� � I - 1 -�, { ( r� i 1# � , �„_ I / CON RENCE , ;/ /V x N T-- _.__ _ _ _ ;� NEW GAS METER M ' 008- `' 137 ;r //' 1 �2 �0Hzw �o i2'W �fl=H - i LX \_2'� D x 2'D e i , i X X K X t.,u U x2 T� __— -- -- - --------- i Rack TSE TENANT FUTURE TENANT..N 00 ...._ __1 I / % il- ,# -ELECTPANELS ` I .' I i € I�, �, �,, I, (E) GAS METER r 1 Ug» t / , / 1 i i /' / ' / _/ i _ x x x `� _-, I - HVAC ZONE, TYPICAL '{ (E) C MP SSOR " ...J --• I I.P i IeS / / o 0 4 c" d s - c� Q c� I I I ' ( } / _ I I c I { DESIGN/BUILD GENERAL NOTES. Z nc. ---1--, ,/ 1 , -.,. 1 - ' ,, NOTES. ,1 { �-- / I x -6 # I X I ! € #l 3 ' 1 EXISTING FIRE SPRINKLER PIPING AND RELOCATE EXISTING SPRINKLER HEADS WHERE A. THIS DOCUMENT IS INTENDED TO PROVIDE A GENERAL STATEMENT OF WORK 0 _ t © { 11 1 — r r { 1. FIELD VERIFY ALL EXISTING SPRINKLER HEADS AND FIRE PROTECTION PIPING LOCATIONS. REWORK EXIST NG F RE N DIRECTION. THE INSTALLING a / - = Y S I i REQUIRED TO NEW LOCATION PER NEW FLOOR PLAN LAYOUT. LOCATE SPRINKLER HEADS IN ACCORDANCE WITH NFPA-13. SCOPE. IT IS NOT INTENDED TO PROVIDE DESIG D R CO in X { N – / I CONTRACTOR IS RESPONSIBLE FOR DETERMINING ENGINEERING/DESIGN DECISIONS 1 • o ;� { 'a , ,/ I ( DISTRIBUTION !#��t 2. PROVIDE NEW SINK AND FAUCET. PROVIDE WASTE, VENT, CW AND HW TO SINK AND RECONNECT TO EXISTING PLUMBING PIPING SYSTEM. AND SUBMITTING THEM FOR APPROVAL. �C r # (E) AC-1C 135 Ceiling Height 15' ,v i C� (3 LU , / , Rack Height 12' 3. PROVIDE NEW GAS METER TO METER NEW TENANT (TSE ONLY) NATURAL GAS USAGE. PROVIDE DEDICATED GAS PIPING SYSTEM BY MODIFYING EXISTING GAS PIPING SYSTEM FROM GAS B. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL OWNER FURNISHED ,r,_, ,.,,, �, METER TO RTU'S, WATER HEATER AND ALL GAS EQUIPMENT SERVING TSE TENANT. MAINTAIN EXISTING METER AND GAS PIPING SYSTEM TO SERVE FUTURE TENANT SPACE. EQUIPMENT WITH FACILITY MANAGER/USER PRIOR TO HVAC INSTALLATION. - / #' 4. REARRANGE EXISTING DUCTWORK TO ACCOMMODATE NEW LAYOUT OF TSE TENANT SPACE. RELOCATE EXISTING DIFFUSER AND GRILLES PER NEW LAYOUT OF TSE TENANT SPACE. C. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR CEILING TYPES, GRID MARK DATE DESCRIPTION ii { 12' x 4' 1 ' x 4' 12` x 4' i 12` x 4' PROVIDE NEW DIFFUSERS AND GRILLES AS REQUIRED TO SERVE NEW LAYOUT. SINCE ZONING REVISIONS MAY AFFECT THE EXISTING CONDITION IN THE ADJACENT TENANT SPACE AND LIGHT LOCATION FOR COORDINATION. 1 ,--...........m---, I --1...m.... —1........---- . .1 II ' 0 Pal Pallet •allet Pal •t Pallet 'allet Pa -t Pall. Rack I ack Rack ► Rack L A . A (LABELED AS FUTURE TENANT) CONTRACTOR SHALL RECONFIGURE DUCT SYSTEM AS REQUIRED TO MAINTAIN A FUNCTIONAL SYSTEM IN EACH SPACE. D. REFER TO ARCHITECTURAL DRAWINGS FOR OWNER FURNISHED EQUIPMENT LIST 5. PROVIDE EXHAUST WITH DAMPER DIRECT ABOVE MOLDING MACHINE FOR TEMPERATURE AND ODOR CONTROL. CONFIRM VOLUME AND TERMINATION WITH OWNER. AND SPECIFICATIONS. . , 1 6, PROVIDE EXHAUST DUCT TO WET BENCH. VERIFY SIZE AND MATERIAL. E. SEE ATTACHED EXISTING HVAC AND PLUMBING CONSTRUCTION DRAWINGS (P2.1, , P4.1, M2.1, M4.1) FOR COORDINATION. NOTE, EXISTING CONSTRUCTION / 7. PROVIDE EXHAUST DUCT TO STRIP MACHINE. DRAWINGS ARE FOR REFERENCE ONLY, 8. PROVIDE EXHAUST PIPE TO HEAT CHAMBER. CONFIRM VOLUME AND TERMINATION WITH OWNER, F. CONTRACTOR SHALL COORDINATE ALL NEW ROOF EQUIPMENT, NEW ROOF PENETRATIONS, ROOF HOOD, ETC. WITH ALL EXISTING ROOF EQUIPMENT. 9. PROVIDE EXHAUST TO EACH BENCH AND VALVE. DROP 6"0 EXHAUST PIPE THROUGH CEIUNG, TYPICAL, AND TERMINATE EXHAUST INLET AT BENCH LEVEL. CONTRACTOR SHALL COORDINATE LOCATION AND TERMINATION WITH OWNER FOR ALL EXHAUST DROPS. G. PROVIDE MINIMUM 10 FEET CLEARANCE BETWEEN OSA INTAKES AND ALL ' PLUMBING VENTS, ROOF EXHAUST AND FLUE GAS VENTS. 10. 3/4" AIR DROP THROUGH CEILING TO EACH BENCH, TYPICAL. CONTRACTOR SHALL COORDINATE LOCATION AND TERMINATION WITH OWNER'S REPRESENTATIVE FOR ALL AIR DROPS. DATE: 12.29.10 PROVIDE ISOLATION VALVE AND THREADED END FITTINGS AND CAP. ZONE LEGEND: JOB: 056290 11. 3/4" AIR DROP THROUGH CEILING TO EACH SERVER OR BRAIDER EQUIPMENT. CONTRACTOR SHALL COORDINATE LOCATION AND TERMINATION WITH OWNER'S REPRESENTATIVE FOR ALL AIR FILE: 3175M10 DROPS. PROVIDE ISOLATION VALVE AND THREADED END FITTINGS AND CAP. 't-" ZONE SERVED BY CAV (CONSTANT AIR VOLUME) SYSTEM DRAWN: 12. RE-INSTALLED OWNER FURNISHED DUCTWORK, SHEET METAL HOOD AND IN-LINE EXHAUST FAN SYSTEM ABOVE EXTRUDER SET UP. OWNER FURNISHED SHEET METAL HOOD IS --r-• CHECKED: N APPROXIMATELY 14"X14" AND APPROXIMATELY 12" DUCT CONNECTED TO IT. CONTRACTOR SHALL COORDINATE EXHAUST HOOD LOCATION WITH OWNER'S REPRESENTATIVE. MODIFY �--/ DUCTWORK AS REQUIRED FOR FULLY OPERATIONAL SYSTEM. PROVIDE WALL MOUNTED VARIABLE SPEED DIAL TO EACH IN-LINE EXHAUST FAN. COPYRIGHT ANKROM MOISAN ' ZONE SERVED BY VAV (VARIABLE AIR VOLUME) SYSTEM 1 NI E N A N A L FLOOR P LAN 13. DUPLICATE COMPLETE EXHAUST SYSTEM SET UP AS OWNER FURNISHED, INCLUDES DUCTWORK, SHEET METAL HOOD AND IN-LINE EXHAUST FAN ABOVE EXTRUDER SET UP. PROVIDE ASSOCIATED ARCHITECTS 2010 M 1 .0 SCALE: 1/8"=1-0" 0 4' 8' 16' '/ VARIABLE SPEED DIAL TO EACH IN-LINE EXHAUST FAN. SEE NOTE 12. I t REFERENCE ONLY o . 14. PROVIDE PACKAGE ROOFTOP UNIT TO SERVE OPEN OFFICE 123. -SET UNIT ON 14 SEISMIC RATED CURB. PROVIDE STRUCTURAL BRACING AND SEISMIC RESTRAINT PER CODE. NOT APPROVED WITH THIS PERMIT MECHANICAL 0 15. PROVIDE HIGH WALL DUCTLESS SPLIT SYSTEM AIR CONDITIONING UNIT TO SERVE SERVER ROOM 133. FLOOR PLAN r 0 N 16. REPLACE (E) FC-1/CU-1 WITH FAN COIL SPLIT SYSTEM HEAT PUMP TO SERVE QUALITY INSPECTION 132. i 6915 SW MACADAM AVE. 17. RE-USE EXISTING CONSTANT VOLUME HVAC SYSTEMS. CONTRACTOR TO RECONFIGURE EXISTING SPACE HVAC SYSTEM PER THIS ZONE MAP. SUITE 200 z NI K/o, >_ PORTLAND, OREGON 97219 , o18. RE—USE EXISTING VAV HVAC SYSTEM FOR CONFERENCE 122 AND ENTRY 120. CONTRACTOR TO RECONFIGURE EXISTING SPACE HVAC SYSTEM PER THIS ZONE MAP. PHONE: 503.892.1 188 '` FAX: 503.892.1190 r MKE 8 ASSOCIATES, INC. Q 19. PROVIDE EXHAUST WITH DAMPER DIRECT ABOVE DRYER FOR TEMPERATURE AND ODOR CONTROL. CONFIRM VOLUME AND TERMINATION WITH OWNER. CONTACT...STEVE KU CONSULTING ENGINEERS o engineering©mke—inc.com MECHANICAL AND ELECTRICAL SYSTEMS — 20. THE DISTRIBUTION AREA CONTAINS RACKS/SHELVING USED FOR STORAGE OF PRODUCTION MATERIALS AND FINAL PRODUCT. THE FIRE SPRINKLER SUB-CONTRACTOR SHALL MODIFY THE • 0 EXISTING FIRE SPRINKLER SYSTEM IF NECESSARY TO SATISFY THE REQUIREMENTS OF THE LOCAL BUILDING AND FIRE CODES. PERMIT SET 12 .29. 10 _ - -