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Plans BU P2016 - 00319 CleanNet4 . „. e684 #ei.- es ., .. .0 BROOKS .. 4), I . 1 1, OR TIGARD OREGONAREA OF WORK DESCRIPTION OF WORK /// 74/41r771'�// p/ �I� �� � SUITE 208SCOPE OF WORK FOR SUITE 208 CONSISTS OF DEMOLISHING EXISTING I� � � OFFICE PARTITIONS AND BUILDING NEW INTERIOR PARTITIONS FOR PRIVATE Sr i /! �i ::0; OFFICES, CONFERENCE AND BREAK ROOM. SUITE 208 IS AN EXISTING OFFICE, I/ //4/141irrerfr„oz / �� GROUP B OCCUPANCY, AND WILL CONTINUE TO BE USED AS OFFICES. NO /1 ,J , II'/1/ � -- .f/ a - IGG%l% MODIFICATIONS TO MEANS OF EGRESS OR TOTAL OCCUPANT LOAD ARE i �/ �%%//'//1� ®® PROPOSED WITH THIS PERMIT APPLICATION. s I �� I1DEFERRED SUBMITTALS ECEIVED CleanNet TENANT7///A) %! I,/ i ��; r MECHANICAL* NOV 3 20� (��lAi.�_'//_.I� /;/G AI /%//' %/. _ l` I� ■ ELECTRICAL*I1ITYGGDIVISION 7320 SW HUNZIKER RD, SUITE 208 e:/- I% Lr` �/ Ir , �� r FOOD _ .fr *DESIGN-BUILD CONTRACTOR SHALL COMPLETE, AS NECESSARY, REQUIRED p� ack TIGARD, OR 97223 l�/////� � �!� ` �/1 lir 1,117( 'Atm. ' _�/ 11 1 iii PORTIONS OF THE OREGON ENERGY COMPLIANCE FORMS w ////////�, Ail: "" "�rirli =1 ' �.`--- ` �- BUILDING CODE SUMMARY p.r V : i /A / Zs, t4V U////���/�� ■ 2014 OREGON STRUCTURAL SPECIALTY CODE c� �' 1,-,7,--11:7„///, / ir-v,-77-iiiICONSTRUCTION TYPE: V-A SPRINKLERED �� OCCUPANCY GROUP: BN aROBINSON CONSTRUCTION CONTRACTOR _!II� .%///�� BUILDING AREA: 1ST STORY: 15,455 S.F. 21360 NW AMBERW �_�� / 9 iC///3 2ND STORY: 15,965 S.F.OOD DR CONTACT: RYAN ROBINSON _ ._ ____ _ , TOTAL: 31,420 S.F. (NO CHANGES) HILLSBORO, OR 97124 `y �/ ��=1 /777/ ;r�'// �/ /41erril i/// i1� PABLE FIRE EXTINGUISHERS (OSSC 9061: TELEPHONE. 503.645.8531 1 +I �j,A PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN OCCUPANCIES AND FAX: 503.645 5357 I/ �I/ �I/ �I '1 • LOCATIONS AS REQUIRED BY THE OREGON FIRE CODE AND THE FIRE MARSHALL I� EI(i/� � T� �� 4 OCCUPANCY LOAD OSSC 1004 : Hz I „ , , i/, ! IE I �� i�21 , GROSS FLOOR AREA (SUITE 208). 1629 SF (TOTAL) / (100 SF/OCC) = 16.3 = 17 OCCUPANTS (SEE ALSO OCCUPANT LOAD TABLE ON THIS SHEET) C I D A INC■ NORTH MEANS OF EGRESS ILLUMINMION (OSSC 1006): ARCHITECT EGRESS PLAN ONLY -- 2ND FLOOR ILLUMINATION LEVEL (OSSC 1006.2): A< © 010 1/16"=1'-0. MINIMUM 1 FOOT-CANDLE AT THE WALKING SURFACE LEVEL 15895 SW 72ND AVE, SUITE 200 CONTACT: JENNIFER HAWKINS ILLUMINATIOEMERGENCY NPOWER SHALL EMERGENCY PBE PROVIDED FOR AOWER (OSSC )DURATION OF PORTLAND, OR 97224 90-MINUTES MINIMUM AREAS REQUIRED TO BE ILLUMINATED BY EMERGENCY POWER - CORRIDORS AND EXIT PASSAGEWAYS TELEPHONE: 503.226. 1285 ----7 / — / -- r " " - INTERIOR EXIT DISCHARGE ELEMENTS61 I - EXTERIOR LANDINGS ARCHITECTURE FAX: 503.226. 1 670 / rr �v EMERGENCY POWER FOR ILLUMINATION (OSSC 1006.3): 1.1 ENGINEERING - r - -- - INITIAL ILLUMINATION: PLANNING i e,� ���S_/:�_�/a 1 FOOT-CANDLE AVERAGE WI 0.1 FOOT-CANDLE MINIMUM AT ANY POINT AT � �1 I r INTERIORS think / i 1�/ i • I 4 , FLOOR LEVELEND OF EMERGENCY LIGHTING PERIOD:/ i i1 LANDSCAPE 0.6 FOOT-CANDLE AVERAGE W/ 0.06 FOOT-CANDLE MINIMUM AT ANY POINTI� �I I !, J 1 -• 75895 SW 72ND AVE SUITE 200 !L/.I �� AT FLOOR LEVELCD t/7KI ��� / ! Exrr SIGN$ tQssc 10111: PORTLAND. OREGON 97224er --/1////eir7,1/5:11 � � � � � /I TEL : 50 3 . 226 . 1 224//Jr, i1SEE 9/T1.2 FOR LOCATIONS OF EXIT SIGNAGE FAX : 50 3 . 226 . 1 670 WWW CIDAINC COM ' / W / fr _ _ I1 / EXIILLUSIGNST SHALL BE OSSC OINTERNALLY OR EXTERNALLY ILLUMINATED CO r- ---. --�—p . .s� CITY OF TIGARD f!�e !I '�y ��/����W� Dom,�// —� — � �- DFORCOD COMPLIANCE`�yL.� � 5, ;(/ EXIT ACCESS TRAVEL DISTANCE IOSSC 10161. 7ISWE iiill 1l:�� "I /• I Ti!�i391 i6 // �� /y (TABLE 1016.2) - Approved: [ t� 12.11911u z A UI ING B CUPANCY 300` 0" ALLOWED C�OS�C�LU J Y I:-r I, I� _av�llw. � "� i !i// MAX DISTANCE 181 -2 OTC: [ tr- 9J (.(4) ---- f.__I .�.._t.. I._� y� rermit#: w477\-2-1" o o mei G'� / � �. f EGRESS (TABLE 1021 2) Address: 7rj % �I � %%/J// p i��;/d!/I/i/i G%/ I TOTAL OCCUPANTS: - ' 1:- ckl dt ////i I ret,,,Tre:/por_7717,440, _ Suite #:W z qy o f a /� y/—fii I �, 36 OCCUPANTS >75` MAX TRAVEL B EXIT -", 1 Data ..0 0 DISTANCE TO DOOR 55' 8"Cr2 N a z `/ l / ) - IT 4qtEi N //I / Jo o o I //„ i —_T�I-�II� l � f /AI� EGRESS WIDTH REQUIRED (TABLE 1005.1) W W �, _ �! �. SUITE 208 PASSAGEWAY EGRESS WIDTH REQUIRED (36 x .2) = 7.2" OFFICE COI"! IH > U �I 1 �! i SUITE 208 PASSAGEWAY EGRESS WIDTH PROVIDED = 36" N N =i rL — ' STAIRWAYS EGRESS WIDTH REQUIRED 36 x .3 = 10.8" M U ~ ~ I -ill �Vliiy/� lil� � �il �/��7� �/� �jl� �� STAIRWAYS EGRESS WIDTH PROVIDED ( ) = 36" 0 ++ (n N r • n 1 t F' /vaIriper� 1 1� Ie I1 / r ��i ----1 I LA- o N t 10.10.16 REVIEW SET • • • I ,a.1 2 1o.t2.t6 PERMIT SET q , ///- ,} � SAI -417./.GG / / ,� AralI A' ACCESSIBILITY (OSSC CHAPTER 11 AND RANSI ANC C AT ORIS TOIL ROOMS 0 Ir I (3, e, 3 _ ___ . . .m�.�. -_. --- � ` �.r� _ ' �__ __ ( r_•�.__ L ioid�reers-A . SEE FLOOR PIANS FOR REQU RED LEA ES D 0 ET W � � � 0 / 11 L © (EXISTING) AND FIXTURES. / i i NCIFITT! ALL SIGNAGE GRAPHICS, LOCATION AND MOUNTING TO COMPLY WITH OSSC CHAPTER > Ct IX oC w p ___ _Ls_ aI EGRESS PLAN ONLY -- 1ST FLOOR 11 a Y II �I ti 0 1/,s"=1 -0 OSSC 1004 OCCUPANT LOAD TABLE 2 N 0 S GARDIN FL ` SW TuRs: o' ••UG DR. i'-ii1- _ILOADING sw L i ROOM NAME OCCUPANCY TYPE AREA LOAD Z _ ('w a Wig SWHERMOSp wo2/ i 100 WAITING BUSINESS 100 111 1 F' II— m © © 101 RECEPTION BUSINESS 100 64 1 N SW BEVEIAND NUN ' s� 3 • a < c m © I II 102 CONFERENCE ASSEMBLY 15 194 13 FF 103 HALLWAY BUSINESS 100 63 1 O TREEC N F m m - 'r /' i_ o i i R - B. W m w m © LI tf Huns SW PION ST. m A A ° 0 104 OFFICE BUSINESS 100 137 2 N KER 0 DEMO FLOOR PLAN LEGEND 105 OFFICE BUSINESS 100 144 1 M Rp r a f /4. -- -1 II r R Fll 106 OFFICE BUSINESS 100 105 1 �e� sw�R sty vARNs sr'�_: •aTH . , NSti, ii II I l© u (E) FRAMED WALL TO DEMO 107 HALLWAY BUSINESS 100 211 2 -' �} S6 iia F s (E) FRAMED WALL TO REMAIN 108 OFFICE BUSINESS 100 98 1 b _ ' i i° ; 109 HALLWAY BUSINESS 100 70 1 4 A V •s • 5 h ‘ ; - _ :E:: OR PLAN KEYNOTES „o CE IICEII WALL I- SW SANDBURG ST i i 112 BREAK ROOM ASSEMBLY 15 132 9 SW TECH CENTER D . II t� / 0 DEMO (E) DOOR, RELITE, HARDWARE AND FRAME, SALVAGE FOR it "' . }I 7 7 k/r , TOTAL FOR OCCUPANT LOAD 1631 36 PLAN sw uNDMARK j •j��/�j��, 0 DEMO FEASIBLE) CASEWORK AND SINK. SALVAGE SINK FOR RELOCATION IF COVER SHEET & DEMO si ZONING CODE INFORMATION NORTH NORTHCS1 © ® VICINITY MAP DEMO FLOOR PLAN DEMO FLOOR PLAN GENERAL NOTES TAX MAP & LOT: 2S101D800100 % NO SCALE el) 1/8" = 1`-0" ZONE: C-P, PROFESSIONAL COMMERCIAL JOB NO. 160280.01 1. SEE SHEET T1.2 FOR ADDITIONAL CEILING DEMOLITION. o ©2016 CDA P.C./CIOA ALL Rotas B6ERVED .-- ea f e684 -s 27 A WALL TYPES ELEVATION KEYNOTES DOOR SCHEDULEof- �� 0 3/4"y5' 9 3/r 9'-4 1/4" NON RATED PARTITION WALL - 3-1/2", 25 .. i, A DOOR DOOR HARDWARE OPENING WIDTH DOOR DOOR DOOR FRAME NOTES DOOR /4 u GAUGE METAL STUDS ® 1'-4" O.C. WI ONE 0 PAINTED GYP. BD. PER SCHEDULE # • • p p� " TYPE GROUP x HEIGHT THICKNESS MATERIAL FINISH MATERIAL / LAYER 5/8 GYPSUM BOARD EACH SIDE TO B-i, 4" BASE PER SCHEDULE POR1lAgD OR/ • ° FOF THE UNDERSIDE OF THE CEILING. PROVIDE 100-A A 1 3'-0"x7'-O" 1 3/4" SC WD STAINED HMKD 1 100-A t� A I SOUND ATTENUATION INSULATION. INSTALL 0 PL-1, PLASTIC LAMINATE VERTICAL CASEWORK /,f�j •14 WATER-RESISTANT GYP. BOARD AT WET WALL 102-A B 2 3'-0"x7'-0" 1 3/4" GL AL HMKD 2 102-A v O1 B -I LOCATIONS. SEE DETAIL 4/11.2 0 PL-2, PLASTIC LAMINATE ON COUNTERTOPS AND 4" 'co 104-A A 1 3'-0'k7'-0" 1 3/4" SC WD STAINED HMKD 1 104-A 01 E Ci •F I � AL RATED SOUND ATTENUATEDPARTITION BACKSPLASH WHERE SHOWN 1110 1[[1; O COUNTER MOUNT SINK 105-A A 1 3'-0"x7'-0" 1 3/4" SC WD STAINED HMKD 1 105-A WALL (STC 40) - 6", 25 GAUGE METAL 1g ��� ► STUDS ® 1'-4" O.C. W/ 5/8" GYPSUM 106-A A 1 3'-0"x7'-0" 1 3/4" SC WD STAINED HMKD 1 106-A BOARD EACH SIDE TO BOTTOM OF O 3" VALANCE TO MATCH CABINETRY w. 108-A A 1 3'-0"xT-O" 1 3/4" SC WD STAINED HMKD 1 108-A Q STRUCTURE. PROVIDE SOUND ATTENUATION REFRIGERATOR- TENANT PROVIDED, CONTRACTOR INSTALLEDIA A ' J,f O0 "x ' " SCGLASS PANEL WALL AND DOOR SYSTEM, ADA HEIGHT DISHWASHER- TENANT PROVIDED, CONTRACTOR i �'�// / 0 111-A A 1 3'-0"x7'-0" 1 3/4" SC WD STAINED HMKD 1 111-A n HALLWAY C PRE-FAB. TENANT PROVIDED/ CONTRACTOR FINISHEDDEND PANEL POWER/WATER AS NECESSARY. ABBREVIATIONS; f� 'Si_ ® O i INSTALLED. OHARDWARE SCHEDULE (E) EXISTING . ��I' / I U ° ' '� SC WD SOLID CORE WOOD DOOR �� BREAK RM. A TYPE 1 TYPE 2 TYPE 3 HMKD HOLLOW METAL KNOCK DOWN Ea FLOOR PLAN LEGEND GL GLASS �� B }t . C�IIL=1C I OFFICE 1 1/2 PAIR BUTTS 1 1/2 PAIR BUTTS 1 1/2 PAIR BUTTS AL ALUMINUM %�./ . 0 - 1108 0 CORRIDOR ROOM NAME g& NUMBER (E) EXISTING �' I I 11001 1 EA OFFICE LOCKSET 1 EA PASSAGE LATCH 1 EA ENTRANCE LOCKSET `� WAITING A H 10 AY 108-A 101-A DOOR NUMBER FEC FIRE EXTINGUISHER CABINET © w �i� ® 1 \ O 1 SET SILENCERS 1 SET SILENCERS 1 SET SILENCERS /� 106-A �I� FOF FACE OF FINISH r AFC ©RE P ION r q (E) EXTERIOR WALL 2 EQ. ® 6'-0" 0 1 EA WALL STOP 1 EA WALL STOP 1 CLOSER F �I S n ..— O OFFICE °, ao (N) INTERIOR WALL O RELITE TYPE • �O NOTES: o aD0 06 b (E) FRAMED WALL C DATA • ® _ 1. REUSE DEMOLISHED DOOR & LOCKSET WHEN FEASIBLE. j 1 .I_q HALLWAY A2. DOOR PART OF DEMOUNTABLE PARTITION SYSTEM. ALL N - N ' C I ¢ 1103 ) - s DUPLEX OUTLET0 FINISHES AND HARDWARE PER MANUFACTURER. TENANT \ 1111.:;wineo ��_O PROVIDED/ CONTRACTOR INSTALLED. •/ a 1JS • j 0 p - A - A a 0 'co FLOOR PLAN KEYNOTES o�'cI��®_0 GENERAL NOTES: /0 CON i FENCE I 11' " ElOFFICE051 ,n 0 ALIGN NEW WALL WITH EXISTING. O i �_© ALL NEW DOORS TO MATCH EXISTING, SPECIES, STAIN, FINISH, & HARDWARE. - OFFICE O �V �-I = © THE OPENING FORCE SHALL NOT EXCEED 5 LBS FOR INTERIOR DOORS, 8.5 LBS FOR EXTERIOR DOORS, AND THE MINIMUM FORCE 4 ® 0 LOCATE DATA/OUTLETS 70" A.F.F., ADVISE WITH TENANT PRIOR TO 0 11 A INSTALL. �� 2'-4" 2'-O" REQUIRED TO CLOSE AND LATCH THE DOOR FOR FIRE DOORS. OSSC 1109.9.9 %�/jj I 6'-0" ALL HARDWARE HALL COMPLY WITH THE REQUIREMENTS OF THE ADA. F��/,'�, �ry_r�,diir �� FOF \ FLOOR PLAN GENERAL NOTES ore !-aa. ��v������ �, �: s 4 �• wayas x. //// I g _ s. ° I I ° DEMO RCP LEGEND _c! ,1 BROOKS _ • / I_-'I � 12 GA. SPLAY WIRES NO GREATER __ ( • THAN 45' FROM HORIZONTAL PLANE ji 1 - - , (E) 2X2 LAY IN ACOUSTICAL CEILING GRID I �� I `_--/� _`f L , �� � ® 4'-0" O.C., ATTACH TO BOTTOM t�j, • 1 • 1 CR 44 ��I'� �I J 11"', �� OF NEAREST JOIST ABOVE �rr� t it ---- --ii- '� ''� (E) 2X4 LAY IN FLUORESCENT LIGHT FIXTURE TO BE il lop ii EXISTING SUSPENDED CEILING u1F-7-I -Th 4----� RELOCATED 12" LONG 1 5/8" UNISTRUT P1000 'I W/ (4) #10 SELF TAPPING SCREWS n ILL -1" I' 0 E (E) ILLUMINATED EXIT SIGN ., INSTAI I FIT WITH WASHERS --- it _t-9-, , 111111101 LA E. �� DEMO RCP GENERAL NOTES ?; CONT. TOP TRACK- ATTACH TO / I j_ z STRUT - NOTCH CEILING TILES /" I ' • =?=moi' -- __ __=_ �_,°'I -, - 1. SEE SHEETS CS1 FOR ADDITIONAL DEMOLITION WORK. wit: H AROUND EACH ATTACHMENT LOCATION 1 / I I X �� 1 II I\ I I\ 1 I\ I W ►� -Ik_ I I \ 111 l \ 1 1 � I 2. SALVAGE AND REUSE EXISTING CEILING/LIGHTING FIXTURES WHERE ►� III ii .17 . i \\1 ii \\i i \\� POSSIBLE. �� METAL STUD PARTITION PER PLAN r-J_ _' _ I _- __ _ Hi, ii r,--', �� BASE i e■�■��n II ` \i �1 BOTTOM TRACK TO FLOOR WITH — C ANCHORS AT 4'-0" O.C. (MAX) AND /rW 11111 ii _ AT CORNERS AND ENDS [ , H I__ r _ r-� ' C NOTE: WIRES TO BE CONNECTED BY F co ii - --->< -- I IIIII ii I \ I I_ M LOOP AROUND STRUT/JOIST WITH a 1 „1 IL_- �. �_ 11 L\\y �_ „UM' ,\wJ,�n uivu.L, JLL �, MINIMUM OF (3) WRAPS OF END o N /n. O N _ r _ �- ,, ■� SCHEDULE AROUND MAIN WIRE WITHIN 3" OF w �� II �� �� // 04r-779 ('IYP.) MAXIMUM ANGLE FROM 0 lc= I__-I, ii r-- i__ I�-__=b HORIZONTAL IS 45 DEGREES _ TYPICAL INTERIOR PARTITION I f I L.. 11 II-- -- -�� _ �:;,���� CROSS TEE '1 II 1 � _ ° �!'� 3/4" = 1'-0" 092900-048 1 1 I or 1 MAIN TEE � II I 1 111 —40, IIII I __.:J -4__ J _U al: Pr, i / 11A I / i 1 4 FASTENER SCHEDULE ♦BOTTOM OF \ TOPE TRACK CONSTRUCTION TYPE FASTENER REQUIREMENTS BEAM OR DECK k OR SLOTTED i' r , WOOD 1/4" X 3" SCREW EYES ♦ / LEG w STEEL DECK PRE DROP WIRES, CMI DC1 OR DC, 2-1/4" DEFLECTION METAL DECK SCREW EYES TRACK 4 . NORTH POST TENSIONED CONCRETE PRE DROP WIRES, EMBEDS, 1/4" X 3/4" METAL r^ ® DEMO RCP PIT ANCHORS CAST IN PLACE CONCRETE PRE DROP WIRES, EMBEDS, 1/4" X 3/4" METAL 4., � STEEL STUD s 1/8" = 1,-0" HIT ANCHORS NOTE: CONNECT STEEL STUD TO ONLY ARCHITECTURE SLOTTED LEG DEFLECTION TRACK OPTION 11111ENGINEERING illt COMPRESSION STRUT SCHEDULE oMETAL STUD PARTITION PER PLAN PLANNING MAX. LENGTH OF STRUT STRUT REQUIREMENTS = INTERIORS 5-10" 1/2' DIA. CONDUIT (EMT) 7-8" 3/4" DIA. CONDUIT (EMT) w Z 0SUSPENDED CEILING LANDSCAPE p 9'-9" 1" DR. CONDUIT (EMT) > x FULL THICK BATT INSULATION PORTLAND,15895 SW SUITE 9 OREGO224 12'-0" SINGLE 1-5/8" X 20 GA METAL STUD Lu TEL : 5 0 3 . 2 2 6 . 1 2 8 5 15'-0" BACK TO BACK 1-5/8" X 20 GA METAL STUDS or FAX : 503 . 2 2 6 . 1 6 7 0 131-6" SINGLE 2-1/2" X 20 GA METAL STUD m FLOOR W/ ANCHORS AT 4'-0" O.C. ANCHOR BOTTOM TRACK TO SUB WWW . CI DAINC . CDM j„ 15'-O" BACK TO BACK 2-1/2" X 20 GA METAL STUDS (MAX) AND AT CORNERS AND ENDS ° RCP LEGEND PROVIDE HEAVY DUTY CEILING SUSPENSION SYSTEM CONFORMING TO THE 77' REQUIREMENTS OF ASTM C-635-00. BASE n ' / t REFER TO STANDARD FOR ADDITIONAL INFORMATION. COPIES ARE AVAILABLE AT / ACOUSTICAL 1\v� V CORR DOR tot ROOM NAME & NUMBER ARCHITECT'S OFFICE / SEALANT (E) 2X2 LAY IN ACOUSTICAL CEILING GRID ' J , r - VERIFY SUPPORTS. SEE DETAIL 11/T1.2. \ ./ ` dtt / INT. OR EXT. WALL ROOF OR FLOOR DECK III2X�' 00 4 LAY IN FLUORESCENT LIGHT FIXTURE NOTE: �.I I-- SUSPENDED CEILINGS TO BE B WALL TYPE - DEMISING WALL N -• •= 2X4 LAY IN FLUORESCENT LIGHT FIXTURE WITH • " INSTALLED WITH BERC2 /19 I ' BATTERY BACKUP SYSTEM BY ARMSTRONG AS 3/4" 092900-03 W / A — ■ DUCT SHOWN, APPROVED EQUAL ° 2X2 LAY IN FLUORESCENT LIGHT FIXTURE OTE 10 CLIP SYSTEM OR PRESCRIPTIVE E- ° - lYP. is METHOD PER OSSC 803.9.1.1 ' E I AND ASTM 635 & 636 CENTERLINE OF STUD WALL AND IX N PO N P/ i DE (E) ILLUMINATED EXIT SIGN r-NOTE 5S si�aI• CENTERLINE OF MULLION 1��I _I NOTE 3 /I r-NOTE 4 OTE 9 Q NOTE 6 I f EXISTING ALUMINUM STOREFRONT I- Illi ® i ALL WIRE TO BE NO. 12 I SYSTEM MULLION m NOTE: W GAUGE. CONNECTIONS IMI. '� __ NOTE 1 INCHES MINIMUM IN 0 BE _:. 1 RCP GENERAL NOTES NOTE 11,12 'Ld C NOTE 2 INCHES OF THE CONNECTION I d (Lf, 0 ��� ■�-�■ �" NOTE 7misimmisma _ NOTE 7 r- NEOPRENE GASKET M CU N 0 R 1. THIS DRAWING IS DWGRAMATIC AND FOR DESIGN PURPOSES ONLY. ALL 1 ACOUSTICAL SEALANT OVER 11 ■—■��■ Ral _ 1_ DIMENSIONS TO BE FIELD VERIFIED. I OTE 8 NEOPRENE GASKET-- ATTACH TO .- CD Z m ,� ■'.�� NO _S: �� E = STOREFRONT SYSTEM W/ ADHESIVE Q D_ Q -_ ••••••••••1••••••• -_ ,■ 2. ELECTRICAL CONTRACTOR TO VERIFY MINIMUM EMERGENCY TRA 1. 7/8" WALL MOLDING. ATTACH TO PERIMETER WALLS //, _ + ILLUMINATION WITH BATTERY BACKUP AT EGRESS PATH OF TRAVEL - �' TAPE W0 o �, 2. 2" BERG (BEAM END RETAINING CUP) AT INTERSECTION OF EACH GRID BAR TO WALL SUPPORT. ATTACH BERG TO GRID ON 2 ADJACENT j PROVIDE 1 F.C. MIN. EMERGENCY LIGHTING AT PATH OF TRAVEL. THIS 1/2" 1 I ~ ~ LEVEL MAY DIMINISH TO NOT LESS THAN 06 F.C. OVER 1.5 HOURS OF WALLS. PROVIDE 1/2" CLEARANCE ON UNATTACHED BERC. OPERATION. 3. PERIMETER HANGER WIRES - WITHIN 8" OF ALL WALL ON ALL TERMINAL ENDS OF CROSS RUNNERS AND MAIN RUNNERS. 1 11110°��� N V , 4. SUSPENSION WIRES AT 4'-0" ON CENTER. SOFT ANNEALED GALVANIZED 1 /� , _I 3. CEILING HEIGHT TO MATCH EXISTING - 8'-6"± U.N.O. 5. VERTICAL STRUT FASTENED TO MAIN RUNNER AND EXTENDED TO THE STRUCTURAL FRAME. 12'-0" O.C. EACH WAY N 1 •' 1 l 0 6. HORIZONTAL RESTRAINTS SECURED TO MAIN RUNNER WITHIN 2" OF CROSS RUNNER. INSTALL 4 AT 90' ANGLE FROM EACH OTHER AND AT ;. N 4. CONTRACTOR TO PATCH CEILING ABOVE DEMO WALLS AND AT ANGLE LESS THAN 45' FROM THE PLANE OF THE CEILING. M '0 RELOCATED LIGHTS AS NECESSARY. REPLACE DISCOLORED TILES. 7. HEAVY DUTY SUSPENDED CEILING SYSTEM - MAIN RUNNERS AND CROSS RUNNERS • /� 1, , , , 8. ACOUSTICAL CEILING PANELS - 24" X 48" X 5/8" LAY-IN. (24" X 24" WHERE INDICATED ON PLANS) '% ' ' 5. WHEN POSSIBLE, USE SALVAGED LIGHTING FIXTURES. LOCATE ACCORDING 9. TRAPEZE DUCTWORK AND OTHER LARGE OBSTRUCTIONS, COUNTER SLOPE. PREFINISHED 16 GAUGE SHEET ��%�" I I I TO 1/T1.2. 10. CONNECTION DEVICE TO HAVE 180# CAPACITY. METAL CHANNEL-- COLOR TO 1�1// �� // �- ITS/ 11. LIGHT FIXTURES MUST BE ATTACHED TO SUSPENSION SYSTEM. FIXTURES WEIGHING LESS THAN 56Ibs MUST HAVE (2) 12-GAUGE WIRES MATCH WINDOW SYSTEM �. AT DIAGONAL CORNERS. HEAVIER FIXTURES MUST BE SUPPORTED INDEPENDENTLY FROM THE BUILDING STRUCTURE. PENDANT LIGHTS MUST 1 R / BE SUPPORTED DIRECTLY FROM THE STRUCTURE WITH A 9-GAUGE WIRE REGARDLESS OF WEIGHT. o ///��/ �- 12. MECHANICAL DEVICES MUST BE ATTACHED TO MAIN BEAMS AND CROSS TEES. DEVICES WEIGHING LESS THAN 2016s DO NOT REQUIRE GYP. BD. j/ //1/// / SAFETY WIRES. DEVICES WEIGHING 20-561bs REQUIRE 2 12-GAUGE WIRES AT DIAGONAL CORNERS. HEAVIER FIXTURES MUST BE SUPPORTED INDEPENDENTLY FROM THE BUILDING STRUCTURE. I a NI h REFLECTED CEILING NOM LATERAL BRACING FOR HEAVY-DUTY SUSPENDED CEILING INTERIOR WALL @ MULLION PLANS 8c DETAILS _ At 9 REFLECTED CEILING PLAN - •r1§ e . 3" = 1'-0" 08400-03 s T12 1/8" = 1'-0" 3/4" = 1'-0" DTL-963 T1.2 m0 N O JOB NO. 160280.01 B 8 ©2016 OW,P.C./C®A Ill fdG1115 P6DMFD