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Plans (44) M EC2018-00491 2 of 2 macao\ • 09,-Aq PORTLAND COMPRESSOR e48 DOH • U • �fSAINT LE S, OR �1� 865 �'' I OF Og TIGARD , OR .\\\\\\\ 'A4? If- _rii 111111 III [ILL III1f PORTLAND COMPRESSOR OWNER ' ������� , LEGAL DESCRIPTION ,,,, /hill 11111!11111 _ i �-iRECEIVED 7440 BONITA ROAD TAX LOT: 600, 700, 800 d- r "= '' \il X018 •{ ,� •L J�Iq ` � '.••.••G,: I I I I IJ FEB TIGARD OR 97224 TAX MAP: 2S112AC . „um „, l - . ARD (T): (800) 542-8300 _._ _ �I `� B DING DIVISION `Y GENERAL OFFICE CONTACT: BOB WILSON ZONING CODE INFORMATION Z(E) 7) o MI 7 c .�i;l 1 ® I— Ib ZONE: I-P (INDUSTRIAL PARK) El i - 9 m cD BENTING CONSTRUCTION INC. CONTRACTOR - -,- N (] eau r W � c� z BUILDING CODE INFORMATION i►iIII� - _ . I o J o 18475 SW ALTON ST, CCB :31619 DESIGN CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) ® ® 0 03 CC BEAVERTON, OR 97006 OCCUPANCY: S-1/ B (NON-SEPARATED) - r-z---jamt+-41177 _ Q ___ (T): (503) 642-5682 CONSTRUCTION TYPE: II-B (SPRINKLERED) (E) GENERAL STORAGE `%. - CONTACT: JOHN BAILEY BUILDING AREA: 50,126 SF n - ! AREA OF ,A.,\L_ V il LN WORK CIDA• INC. ARCHITECT/ STRUCTURAL ENGINEER ADA BARRIER REMOVAL PLAN / ________________, ADA NARRATIVE: THE EXISTING BUILDING IS SERVED WITH ADA-COMPLIANT PARKING AND ADA COMPLIANT ACCESSIBLE ROUTE FROM PARKING TO THE BUILDING ENTRANCE ON THE NORTH END OFRA” i _ _ / 15895 SW 72ND AVE, SUITE 200 THE BUILDING. ADDITIONALLY AN AT GRADE ADA COMPLIANT ENTRANCE EXISTS ON THE SOUTH END I- OF THE PROJECT AREA. THE ONLY ADA BARRIERS OBSERVED TO EXIST INCLUDE SEVERAL OCCURANCE PORTLAND, OREGON 97224 OF KNOB-TYPE DOOR HARDWARE AT VARIOUS INTERIOR DOORS, AS WELL AS NON-ADA COMPLIANT PLUMBING FIXTURES IN THE EXISTING TOILET ROOMS. -__—__—__—__— (T): (503) 226- 1285 °-- PROJECT VALUATION: $50,000 (UP TO 25% TOWARDS ADA BARRIER REMOVAL = $12,500) o (F): (503) 226- 1670 c' Z nil c., • EXISTING ADA BARRIERS PROPOSED TO BE RMOVED. . - _ . = 1991 CONTACT: DUSTIN JOHNSON • REMOVE AND REPLACE ALL KNOB-TYPE DOOR HARDWARE WITH LEVER-TYPE ADA COMPLIANT - DOOR HARDWARE 61 • REMOVE AND REPLACE NON-ADA-COMPLIANT PLUMBING FIXTURES AT MEN'S AND WOMEN'S y 8 TOILET ROOMS —, _ - - I I 1 l l� JJ I ARCHITECTURE PROJECT DESCRIPTION - - - - ESTIMATED VALUATION OF PROPOSED BARRIER REMOVAL: $13,500 ENGINEERING THE PROJECT IS AN INTERIOR REMODEL OF AN EXISTING OFFICE SPACE, AND CONVERSION OF A PORTION OF THAT NORTHP L A N N I N G SPACE TO STORAGE AREA. EXISTING NON-BEARING STUD PARTITIONS WILL BE REMOVED TO ACCOMMODATE THE EXISTING CONDITIONS PLAN INTERIORS STORAGE AREA, AND EXISTING SUSPENDED CEILINGS WILL BE INFILLED AS NEEDED WHERE EXISTING WALLS ARE TO BE DEMOLISHED AND CURRENTLY PENETRATE THE CEILING. AS PART OF THIS SCOPE OF WORK (2) NEW EXTERIORell OVERHEAD DOORS ARE PROPOSED TO BE ADDED TO SERVICE THE STORAGE AREA. NO CHANGE OF USE IS PROPOSED 1/32"=1'-0" 15895 SW 72ND AVE SUITE 200 UNDER THIS TENANT IMPROVEMENT. PORTLAND, OREGON 97224 TEL : 5 0 3 . 2 2 6 . 1 2 8 5 DEFERRED SUBMITTALS r RELEASES SW BONITA ONITA RD ___ AREA OF WORKFAX : 5 0 3 . 2 2 6 . 1 6 7 0 WWW CIDAINC COM N \ ELECTRICAL CV o f/ // / / / / // / / / / MECHANICAL I ` PLUMBING / Cr c9 CL i/ii/;I % I FIRE SUPPRESSION a I ,Z CD ! I / o0 W \\\\\\\\ fMIIIIrir1PLUMBING FIXTURE COUNT 0 5I / :- `°_ L AN,_VIII,/ m 0 I / 1 ii7i�iii/ilii/iiiiiii iii ...Ir_____''i. / •-; REQUIRED FIXTURES: \ COVER SHEET f II % • I T GROUP B (OFFICE) OCCUPANT LOAD: 2,521 SF / 100 = 26 OCC. \ �\�`�\\\\ I I :IMP /! FEMALE: (26 OCC. X 0.5) / 25 = 0.52 W.C., 0.32 LAV. 0 • • CS1 COVER SHEET / /////////�/�// l MALE: (26 OCC. X 0.5) / 25 = 0.52 W.C., 0.32 LAV. / GROUP S (STORAGE) OCCUPANT LOAD: 3,082 SF / 300 = 11 OCC. ������\������������ ARCHITECTURAL ' i 7 / 7 t I . FEMALE: (11 OCC. X 0.5) / 100 = 0.055 W.C., 0.055 LAV. • • A1.1 PLANS r L % ; I _ MALE: (11 OCC. X 0.5) / 100 = 0.055 W.C.. 0.055 LAV. • • A1.2 DETAILS I � / / � < Q TOTAL REQUIRED: • A1.3 DETAILS i i in Cr FEMALE: 1 W.C., 1 LAV. 1 MALE: 1 W.C., 1 1 LAV. \ � ���� STRUCTURAL / i �' TOTAL PROVIDED: NONE • S1.1 STRUCTURAL DETAILS / / / (V EXISTING FIXTURE: I / /,/,,/,,,,,4 1 N. FEMALE: 1 W.C., 1 LAV. I'/ j (E) BUILDING �� i _ l �� �' 2 MALE: 1 W.C., 1 LAV. �/_ ---- --/ - - - — ------- O Q -: r- j ENERGY CODE ANALYSIS ti "Cora OGerberRea, t r / IX < Contail / j Z O Fuslung sMart / 0 / / 0 0 Z DESIGN CODE: 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE 7 \i/ / o °° BUILDING ENVELOPE REQUIREMENTS (TABLE 502.1.11: a�II / 0 s. i W SITE i / N / (/) Ce Q M en • DOORS (OPAQUE): a / / •• ROLL-UP OR SLIDING: U-.50 •• SWINGING: U-.70 ,�� I (� / I NOTE: FOR ALL FENESTRATION FRAMES SHGC SHALL BE MAXIMUM OF 0.4 ! o� I `. / i Z CIO ;r«.ekuId Common, t usury sport Autos 0 0`° _ <------ OCCUPANCY _—_ ////////////////////////////////%/////�///////////////// _ OCt�U'AI�Y LOAD TABLE AparimrnlMnm s HOMkMAlldSINS0 — __--_— EXITS EACH SPACE O r P°rtlandSW 1 , ,iSW lima.'ltd SW Uonit�r kJ t SW BONITA RD sW R°nde rid 1 I \ — / ROOM I NAME FUNCTION OF SPACE LOAD FACTOR AREA LOAD REQUIRED PROVIDED Pont,1Savo On Tiros° � ' — III J 101 (E) ENTRY CIRCULATION -- 139 SF -- 1 2 m a �� ', ,,,,,.. _ / I I 102 (E) CONF. ROOM ASSEMBLY (TABLES & CHAIRS) 15 110 SF 8 1 1 - m 0 °r''K9 -*-V _ — --A I I E I John P 1 / n QF1,rt�f6dC,z,p;«rp„«u�t` l CITV 0 T1rRr;L� I ` 103 OPEN OFFICE I BUSINESS I 100 I 940 SF 10 1 I 1 8�1`� Paul Schatz furmtur, �" Approved / / r� pp Planning / / / ' 104 (E) OFFICE I BUSINESS 100 I 249 SF I 3 1 I 2 ~ ' :., w Date: .lab/j \ CC 105 (E) OFFICE BUSINESS 100 I 122 SF 2 1 1 0 Rydfr Truck Ne.n� Initials: I i \\\ N 106 (E) OFFICE BUSINESS 100 123 SF 2 1 1 '� ; \\\ ��' 0 107 OFFICE BUSINESS 100 123 SF 2 1 1 `` 108 (E) OFFICE BUSINESS 100 153 SF 2 1 1 < �\ N a I i 109 OPEN OFFICE BUSINESS 100 702 SF 8 1 1 , , , � _.E. 1 CL. 110 HALL WAY CIRCULATION -- 244 SF -- 1 1 w1 j 111 MEN'S T.R. CIRCULATION -- 30 SF -- 1 1 112o Bolt 0s.v c rdrr„i LI WOMEN'S T.R. CIRCULATION -- 30 SF -- 1 I 1 j sv ` COVER SHEET 113 (E) JAN. ( CIRCULATION I -- I 30 SF I -- 1 I 1 Creek . O PacdlcPrideO V I 114 STORAGE I STORAGE I 300 I 76 SF 1 1 I 1 4� O = qualityervtceCustom p O prl ce Depot o Interstate Rooting Inc : Uistnttution Services o a 115 STORAGE STORAGE I 300 11583 SF 6 1 I 2, NORTHNORTHNORTH S I co 116 ELEC. ROOM STORAGE 300 82 SF 1 1 1 VICINITY MAP SITE PLAN (FOR REFERENCE ONLY) 117 STORAGE STORAGE 300 1,387 SF 7 1 4 % I NO SCALE 1"=50' JOB NO. 170184.00 TOTAL GROUND LEVEL 52 o ©2017 GDA,P.C./qDA ALL RIGHTS RESERVED 8 -- co 1 e z41" . DS l; :, ,I II l; !, II :I DS I I ` ` I I ` RCP GENERAL NOTES W DU TIN JOHNSON a FLOOR PLAN GENERAL NOTES = 0 0 - o 1. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING 1. THIS DRAWING IS DIAGRAMMATIC AND FOR DESIGN SAINT LES OR (E) CONF.ROOM (E) CON:-.ROOM CONDITIONS SHOWN OR IMPLIED ON DRAWINGS PRIOR TO 865 PURPOSES ONLY -- FINAL LIGHTING DESIGN & LAYOUT OF I 102 I : - I 102 I : START OF CONSTRUCTION. NOTIFY A/E OF ANY `y1� e 104-B(E) DISCREPANCIES. FIXTURE BY DESIGN-BUILD ELECTRICAL CONTRACTOR. FINAL OF 6i 2. APPLICABLE CODES: ALL WORK SHALL BE IN CONFORMANCE LIGHTING DESIGN SHALL MEET THE FOLLOWING FOOTCANDLE :..-17.-' (E) OFFICE WITH ALL FEDERAL, STATE, AND LOCAL CODES. ALL CODE - - cel 104-A(E) 104 OPEN OFFICE (E) OFFICE REFERENCES IN THE DRAWINGS AND SPECIFICATIONS SHALL REQUIREMENTS: I cp OPEN OFFICE I I I 103 I I 104 I MEAN, AND ARE INTENDED TO BE, THE LATEST EDITION, 1.1. WAREHOUSEAREAS: 20- 0 FC MIN. AMENDMENT OR REVISION OF SUCH REFERENCED STANDARD 5 101-A(E) (E) ENTRY 103 I (E) ENTRY IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS. 1.2. OFFICE AREA: 30-50 FC MIN. 101 CONTRACTOR SHALL COORDINATE ALL REQUIRED TESTING AND I 101 I 3. INSPECTIONS. O _ 4. ALL DOOR HARDWARE SHALL MEET THE REQUIREMENTS OF 2. ELECTRICAL BY SEPARATE PERMIT. E1 E _ ANSI A117.1 2009 EDITION AND THE ADA. 3. FIRE SPRINKLER BY SEPARATE PERMIT. 5. ALL DOORS SHALL MEET OR EXCEED THE ENERGY PERFORMANCE REQUIREMENTS INDICATED IN THE DRAWINGS 4. ELECTRICAL CONTRACTOR TO VERIFY MINIMUM EMERGENCY (E) MEN'S T.R. 111-A(E) A O (E) OFFICE (E) MEN'S T.R. AND SPECS. EXIT ILLUMINATION WITH BATTERY BACKUP -- PROVIDE (1) I 111 H 1110-A I 105 I 111 H _ (E) OFFICE 6. LIGHT AND VENTILATION NOT INDICATED ON THESE PLANS SHALL BE PROVIDED AS PER SECTION 1203 & 1205 OSSC. FOOTCANDLE MINIMUM ILLUMINATION ALONG EGRESS PATH ;'1\ 105 I I 1\ 7. PROVIDE EXIT ILLUMINATION AND SIGNAGE PER SECTION 1006 & SIGNAGE PER SECTION 1011 OF THE OSSC. TO EXIT DISCHARGE. THIS LEVEL MAY DIMINISH TO NOT N HALL WAY 105-A(E) (E) WOMEN'S T.I' I 110 I - (E) WOMEN'S T.I . J - 8. DIMENSIONS LOCATING INTERIOR WALLS ARE TO CENTER OF LESS THAN 0.6 FOOTCANDLES OVER 1.5 HOURS OF N I 1 12 H-- - 106-A(E) I 112 1-- WALL UNLESS NOTED OTHERWISE. 0 -- : 112 A(E) %IF9. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL REQUIREMENTS. OPERATION. o A (E) OFFICE X76-A HALL WAY (E) OFFICE 10. CONTRACTOR TO COORDINATE SALVAGE REQUIREMENTS WITH - co (E) • JAN. 113-A(E) 1 I 106 I (E) JAN. 11 10 I 106 • OWNER. LLI N i 11. (E) CEILINGS TO REMAIN-- CONTRACTOR TO INFILL/REPAIR a_ c i I 113 I---- © I� I 113 I---- AS NEEDED FOR 'LIKE NEW' CONSTRUCTION. H CD z H H 1 12. (E) INTERIOR LIGHT FIXTURES TO REMAIN-- ELECTRICAL o o - 1 CONTRACTOR TO VERIFY MIN. LIGHTING LEVELS ARE MET. o 114-A(E) j 02 ,:N OFFICE (I) I':) STORAG: A I 107 I - (E) STORAGE OFFICE 1114 I 1 1114 f- 107 DS DS FLOOR PLAN LEGEND RCP LEGEND 0 107-A 0 I OPEN OFFICE ' i 109 I OPEN OFFICE SEPARATE TENANT- NO WORK SEPARATE TENANT- NO WORK I108-A(E) _ I109I 10. -A(E) - DEMO WALL CO 10I1DOR ROOM NAME & NUMBER (E) OFFICE - (E) OFFICE _- I 108 I 1 --------------------------- _ .--- I 108 I - (E) WALL -- y//--- 0 (E) PAINTED GYP BD. CEILING 1 I , I I ���ii��iiii��iiiiii� (N) INTERIOR STUD WALL (E) 2X4 SUSPENDED ACOUSTIC PANEL up ' Fr T _ 0 H A WALL TYPE -- SEE WALL TYPES. CEILING o 0 115-A 0 - THIS SHEET 1991 F.O.S. FACE OF STUD ` (N) PAINTED GYP BD. CEILING 11 61 ii (E) EXISTING i (N) 2X4 SUSPENDED ACOUSTIC PANEL ARCHITECTURE /�, 0 C (N) NEW CEILING-- SEE DETAIL 11/A1.2 ENGINEERING IT' 101-A DOOR NUMBER PLANNING H H H " INTERIORS U.N.' S I • 'W (E) 2X4 LAY-IN LED LIGHT FIXTURE I N T E R I O R S I� = STORAGE H _ STORAGE I 115 I I 115 I O STOREFRONT TYPE--SEE STOREFONT 15895 SW 72ND AVE SUITE 200 Lir---, - TYPES ON SHEET A1.3 (E) 2X4 LAY-IN LED LIGHT FIXTURE WITH PORTLAND, OREGON 97224 - /- - 1\ BATTERY BACK-UP BALLAST T E L : 5 0 3 . 2 2 6 . 1 2 8 5 �, FAX : 5 0 3 . 2 2 6 . 1 6 7 0 Fr - W W W . C I D A I N C . C O M / 8 (E) RECESSED LED LIGHT FIXTURE WITH OUTSIDE - co /OUTSIDE PROJECT - �, PROJECT - BATTERY BACK-UP BALLAST LIMITS = LIMITSCC EXISTING © 0 ® 0 - 1 L I I H '--e-==� 10'-D" F-i H ::= -_ `: •.' i.. • FYI c Cn �/ / -' ELEC. ROOM ° OPEN TO .•>_ ELEC:.-ROOM 116 STRUCTURE ® 116 [T- 116-A A I I .:: .. :. . .. ...;i.:° 0 FLOOR PLAN KEYNOTES RCP KEYNOTES 117-D(E) ... 11.1 O ®(E) METAL BUILDING WALL INFILL (E) SUSPENDED CEILING GRID & TILE W/ NEW AT (E) WALL PENETRATION THROUGH 1-,___, CEILING-- COLOR & TEXTURE TO MATCHII:C 0 i STORAGE © (E) DOOR TO BE REMOVED H T�// H 0 ®H I 1 17 I ~ ALIGN NEW WALL W/ EDGE & (E) OPENING (E)-- SEE 11/A1.2 -- Q STORAGE _-___a0 0 NEW CEILING EDGE TERMINATION SEEOO i 5/A1.2 & 6/A1.2 iX N I 117 I ALIGN NEW OPENING W/ (E) OPENING . 0 NEW HEADER PER 1/S1.1 0 Q T'" rFt II F Q g 21) (N) 10'X10' OPENING PER STRUCTURAL L` ~ a) ILL,�,� N ��� © C9 Z _Sz CC IDE (N) OVERHEAD DOOR PER DOOR SCHEDULE Q CO 117-C(E) 0 - 0 (N) CABINETRY PER 2/A1.2 AREA OF WORK 0o .. I I CO I: r I: ;1 I _ - I I I I 8 (E) EXTERIOR WALL TO BE REMOVED-- _ _ _ V IX 0 1-1 I C / CONTRACTOR TO CONFIRM NO X BRACING THIS -- e Q - - LOCATION PRIOR TO DEMO i' 1 O 0 (9) (E) FLOORING TO BE REMOVED-- NEW FLOORING BY I -'� "' I- TENANT ' :4 I- .. (io) REPLACE (E) DOOR WITH NEW PER DOOR SCHEDULE - N. • .._to OL1 ®., 0 o- a,, ... < m a NMIE. ,7 ; I 03 Iiir co jy '. I 1 " (17f1�R11tP I T I [EP IIER REF I T T r I Lla. --- - - Ik r - - .,--,7 TI [ I IN 3/4 all WALL TYPES =- - 1 o _ N METAL STUD PARTITION TO UNDERSIDE FINISHED CEILING: . t a. 3-5/8"X20 GAGE METAL STUDS @ 2'-0" TO UNDERSIDE Ir- - :Y PLANS _ OF FINISHED CEILING W/(1) LAYER 5/8" GYP. BD. f=, "1 J- n n n n__ SHEATHING BOTH SIDES @ FULL HEIGHT WALL. USE 6"X20 GAGE STUDS @ 2'-0" O.C. ._ ,,,- AlE1 NORTH NORTH NORTH h. 2 FLOOR PLAN 1 REFLECTED CEILING PLAN 3 KEY PLAN JOB NO. 170184.00 79 III A1.1 1/8" = l'-0" A1.1 1/8" = 1'-0" ' A1.1 NTS © 2017 CIDA, P.C./ODA ALL RIGHTS RESERVED 0 w --\P- ELEVATION KEYNOTES PLASTIC LAMINATE (TYPE TBD) AT ALL EXPOSED EXTERIOR SURFACES TYP. 0� •--,-..- --- �,, NEW CABINETS TO MATCH EXISTING i SHELF PIN HOLES 0 1" O.C. TYP. W/ ADJ. 4'-0" 0 PLASTIC LAMINATE (TYPE TBD) SHELVES 1/8" BENT STEEL CLOSURE PLATE DD TIN JOHNSON L. 7 PROVIDE METAL STUD BRACE AT " _ ;,. - R4 1- 6'-O" O.C. TO STRUCTURE ABOVE d NEW COUNTERTOP W/ BACK SPLASH TO MATCH A1.2 .-_^-_ �► EXISTING ,r • . WIRE PULLS - LOCATE 1-1/2" FROM SAINT LE S, lRi I •c� qp,� (E) CABINETS TO REMAIN 5'-11 1/2"t 5'-9 1/2"t 2 ! VERTICAL EDGE (TYP.) 865 ttttitt , , iltitlttt� • 0:::) .+ tttt.. .. ..... �� ru �i,� Tye ,` °. (E) SUSPENDED CEILING (N) CAB[NETRY (E} CABINETRY M MELAMINE ALL INTERIOR SURFACES (E) METAL SIDING A igh Ak. "..- Ili: A CONT. TOP TRACK- ATTACH ID . / 1 <:) t 2 1/2 " P WIRE PULLS - LOCATE 1--1/2" FROM ( -- - :-. AR CEILING GRID W/"1 TYPE "S" A2 II z \ VERTICAL EDGE (TYP.) SCREWS AT 2'-O Q.C. AND TO TOP O , " •eiPLATE OF PARTITION Wf (2) 1" ), ra TYPE S SCREWS - TRIM PANEL AS 1 -0 , U PLASTIC LAMINATE TYPE TBD COUNTER REQUIRED0 '1� g .,.;. CI TOP W/ 4" SIDE AND BACKSPLASH, FLAT . 1 p ; ° - 5'-9 1 2"± 5'--11 1 2"t EDGE. TYP. (E) CABINET (N) CABINET ' �, 2'-1 _ PROVIDE FIRE TREATED BLOCKING AT ° D 9e D 0 I> FULL THICK SOUND ATTENUATION LOCATIONS SHOWN z BATT . I u" METAL STUD PARTITION PER PLAN - - ,� _ _-fr MELAMINE AT ALL CABINET INTERIORS TYP. <> ', .i . \+ ° + x f ` I I' I/- a o .�.. s. , . .�, - - - � (TYPED} ALL �� PLA�IIC LAMINATE TB AT E ria���i�iirrr�i�isrr�l�rsrsiirrrf © VERT. EXTERIOR SURFACES TYP. BASE < < -`,�--, _ 0 - (E) FINISH I 40 BOTTOM TRACK TO FLOOR WITH 3°_0" 2'-11 /2;± _ C SHELF PIN HOLES 0 1" O.G. TYP. W/ ADJ. T ANCHORS AT 4'-O" O.C. (MAX) AND PLAN VIEW ' PLASTIC LAMINATE (TYPE TBD) SHELF JAMB CONDITION PER STRUCTURAL 03 AT CORNERS AND ENDS Ems 11 1/2" 5'-9 1/2"± 1 �- co • 4 �' (N) CABINETRY 'If (E) CABINETRY / `�' 1,r,,,,,,,,>2 4" RUBBER BASE (TYPE TBD) - cc 4411 ELEVATION 'mCABINET NOTES OVERHEAD DOOR AND TRACK- BY z DCII, MANUFACTURER Q z C7 N AI ,�''' 1. VERIFY DIMENSION IN FIELD PRIOR TO a Q �, FABRICATION u' a r<„ , �, ti-.....-.. 2. FILLER PANELS TO MATCH CABINET FACE (N) STEEL SECTIONAL DOOR PER 1.1 co /3,r MATERIAL DOOR SCHEDULE (NI TYP. INTERIOR WALL09 CABINETRY ALL ERASE CABINET SECTION 4 NEW 11 O ERHEA DOOR @ METAL S JILDONG " 3/4" = 1'-0" 092900-03 1/4" = 1'-0" 3/4" = 1'-0" ' 1. 3" = 1'-0" 08360-03 DOOR SCHEDULE HARDWARE TYPES (E) ROOF DECKING TYPE OPENING DOOR FRAME ASSEMBLY A (E) ROOF DECKING / (E) Z GIRT (1) EA. OFFICE LOCKsET NO. isms WIDTH �c�r TNICIS. I�r�. FlNlsr� MATE FINISH HDWR ARE RATING NOTES ��- 107-A A 3'---Q" 7'-01" 1 3/4" SC STAIN HMKD MANUF A (3) PR. BUTTS 1 18'-0" A.F.F. Y�� I ,-�...._._.. 1 g'_0"t A.F.F. 110-A A 3'-0 " 7,-0" 1 3/4" SC STAIN HMKD MANUF D -= :_ (1) SET SILENCERS f T _ 1 EA. WALL STOP ` 115-A C 3'-O" 7'-0" 1 3/4" HM PAINT HM PAINT C -- 1 B.O.(E) DECK B.O. E DECK - ( ) 115-B B 12 -O" 10'--0 ' -- STL MANUF HM PAINT -- -- -® tiz I''s� I � 1 16-A A 3°-0" 7'-O" 1 3/4" HM PAINT HM PAINT l9 -- 8 (E) z GIRT s , -, ' A "� - - - 1°�(1) EA. STORAGE LOCKSET -:, - i________: 106-A D 3 -O" 7 -0' 1 3 4" AL GL ANOD. AL ANOD. F -- --- (1 1/2) PR. BUTTS ,y 4 4 [ % / ° 1 SET SILENCERS r,`?:.:; .;°'{,': f///////f///f//////////,�///�/!f/�/////////,//////f////////////f//////i`///f///////////////////'//I/////1//////////%f////////r'//f�////////////////////////��///////////////////////./r//////I//////%//////////////// { ) }, 5/8" GYP. BOARD SHEATHING NOTES ABBREVIATIONS (1) EA. WALL STOP1 ' (E) WALL 1. SEE 9/A1.2 FOR THRESHOLD CONDITION. SC SOLID CORE WOOD HM WELDED HOLLOW METAL C :•':��r�'°}�..,. 511 3 1/2" X 20 GA HMKD HOLLOW METAL KNOCK-DOWN STL STEEL (1) EA. ENTRANCE LOCKSET STEEL STUD MANUF MANUFACTURER AL ALUMINUM ARCHITECTURE (E) WALLN.,,,,, ANDD. ANODIZED GL GLASS (1 1/2) PR. BUTTS .'f iENGINEERING (1) SET WEATHER STRIPING - _,__ -,- (1) EA. THRESHOLD PLANNING. EA. CLOSER - .__ � '� - r 12" ARMSTRONG AXIOM 1 O 110 1 4" (1) I N T E R.1 O RS --Tr---N-i--- - ,„,.....r-..o\,-7--- , CLASSIC PERIMLI ER TRIM A1.2 A1.2 / I I ��' i „W„ „W„ 'V" TEMPER + "w" D "^3! I , I I (1) EA. PASSAGE LATCH SET 15895 SW 72ND AVE SUITE 200 y � GLA . \ �, � -} K 1 \ ( 1 1/2) PR. BUTTS _ PORTLAND OREGON 97224 �- , I - �. -� SLI SILENCERS TEL : 5 0 3 2 2 S . 1 213 5 (E) SUSPENDED f' -� ,f 3 1 2" X 20 GA K1CKlR (E) SUSPENDED CEILING r 1 ; / " CEILING (E) SUSPENDED CEILING S ( ). ER - FAX : 5 0 3 . 2 2 6 . 1 6 7 0 1 BRACKET AT 6'-0) 03.0. I 6"I ! W §V W G I D A I N C C O M e ,,rrr"' r\ - ., P� , F 1 I ; ,. .. r1+'; -■I�I�Ir . ,imei ,�"- I11� 9'-0"amers• A.F.F. - \ 10 ' ` (1 1/2) PR BUTTS 5 :,-� . 9.-0" A.F.F. �` '�`"�� At.2 ?� B.O.SOFFIT B.O. CEILING 10 . (1) EA. PULL BAR 2, 1/� 4 At.2 (1) EA. PUSH BAR CC :,. \ / A1.2 �/ (1) CLOSER = 2-1/2" X 2-1/2" 20 GA. BENZ // 9 i-o 9 / (1) EA. CYLINDER LOCK 0 (E) SUSPENDED CEILING PLATE-- ATTACH WITH (2) RIVET / A1.2 A1.2 / (1) EA, DOOR BOTTOM AT EACH T-BAR - CO � Cl) SET WEATHER GASKETS (E) WALL TO BE DEMOLISHED (iyilFLUSH SECTIONAL OVERHEADGO STOREFRONT DOOR (1) EA. ALUMINUM THRESHOLD .. ..4 ,...NE.A..' ...� ;�. - (E) WALL TO BE DEMOED - .. .--_ B / MANUAL OPERATION TYPICAL MOTOR OPERATION- DOOR f R-23 & R-240 CEILING EDGE TERMINATIONCEILING EDGE TERMINATION-TI N- ALTERNATE DOOR TYPES 7\ LI i 1/2" = 1,-0„ �' 1 1/2" = 1'--0" 1 1/4" = 1'-0" Cr C --- -- INT. OR EXT. WALL ROOF OR FLOOR DECK 12 GA. HANGER WIRES © 4'-O" 0 O.C. (TYP.) 2 . cizi i I NOTE: - COMPRESSION BRACE, SEE = N SUSPENDED CEILINGS TO BE SCHEDULE IX N o INSTALLED WITH BERC2 / / 0 DUCT SSYSTEM BY HOWN, APPROVED ARMSTRONG AS j 12 GA. SPLAYED BRACE WIRES 4 �°`"' (TYP.) MAXIMUM ANGLE FROM C3 Z • '. NOTE 10 CLIP SYS OR PRESCRIPTIVE `t. HORIZONTAL IS 45 DEGREES - Z 1e - TYP. METHOD PER OSSC 803.9.1.1 ai�'E ,,.J AND ASTM 635 C 036 i CROSS TEE 1/4j C A NOTE 5� r- -1 �' % o +� v\ FACE OF CONCRETE PANEL NOTE 3 NOTE 6 OTE 4 --NOTE 9 " Li MAIN TEE 8" MAX NOTE: ,,,' 1 Ca ' HOLLOW METAL DOOR AND FRAME Y' 1 l ALL WIRE TO BE NO. 12 ;f� 0 ::, GAUGE. CONNECTIONS TO BEZ ' " I,.... NOTE 1 3 TURN MINIMUM WITHIN 3 NOTE 2 NOTE 11,12 INCHES OF THE CONNECTION -' NOTE 7 1.7--.NOTE 7 FASTENER SCHEDULE . EEr.--- .i'''' Nt N. GYP. BD. f 4 'th-----""' 11-- """""� CONSTRUCTION TYPE FASTENER REQUIREMENTS MEE 6'-0" MAX. J. I4'-0" �. NOTE 8 WOOD 1/4" X 3" SCREW EYES I STEEL STUD- DOUBLE STUD AT ALL I O.C. MAX. ( 12 WIRE) STEEL DECK PRE DROP WIRES CMI C1 OR DC, 2-1 4" MEI SLOPE CONCRETE SLAB NOT S: p ALUMINUM THRESHOLD TO MEET ADA JAMBS / /� 1. 7/8" WALL MOLDING. ATTACH TO PERIMETER WALLS METAL DECK SCREW EYES 11111.11 ACCESSIBILITY STANDARDS--SET IN �/ - 2. 2" BERG (BEAM END RETAINING CLIP) AT INTERSECTION OF EACH GRID BAR TO WALL SUPPORT. ATTACH BERG TO GRID ON 2 ADJACENT POST TENSIONED CONCREIE PRE DROP WIRES, EMBEDS, 1/4" X 3/4" METAL _ CONTINUOUS BED OF SEALANT •W--� ----•WALLS. PROVIDE 1/2" CLEARANCE ON UNATTACHED BERC. HIT ANCHORS Cr 1/2„ EXTERIOR WALKWAY .cC>N�C3M �, TIMELY KNOCK DOWN FRAME 3. PERIMETER HANGER WIRES - WITHIN 8" OF ALL WALL ON ALL TERMINAL ENDS OF CROSS RUNNERS AND MAIN RUNNERS. CAST IN PLACE CONCRETE PRE DROP WIRES, EMBEDS, 1/4" X 3/4" METAL to- j """""`t / 4. SUSPENSION WIRES AT 4'--0" ON CENTER. SOFT ANNEALED GALVANIZED HIT ANCHORS 0 Ai 5. VERTICAL STRUT FASTENED TO MAIN RUNNER AND EXTENDED TO THE STRUCTURAL FRAME. 12'-0 0-C. EACH WAY 6. HORIZONTAL RESTRAINTS SECURED TO MAIN RUNNER WITHIN 2" OF CROSS RUNNER. INSTALL 4 AT 90' ANGLE FROM EACH OTHER AND AT - - I COMPRESSION STRUT SCHEDULE ANGLE LESS THAN 45' FROM THE PLANE OF THE CEILING. N INTERIOR FLOOR FINISH 7. HEAVY DUTY SUSPENDED CEILING SYSTEM - MAIN RUNNERS AND CROSS RUNNERS MAX. LENGTH OF STRUT STRUT REQUIREMENTSan 8, ACOUSTICAL CEILING PANELS -- 24" X 48" X 5/8" LAY--IN. (24" X 24" WHERE INDICATED ON PLANS) i 5'-10" 1/2' DIA. CONDUIT (EMT) =_ 22 9. TRAPEZE DUCTWORK AND OTHER LARGE OBSTRUCTIONS, COUNTER SLOPE. 17'-8" 3/4" DIA. CONDUIT (EMT) ,•••• '� a �� iii1 10. CONNECTION DEVICE TO HAVE 180# CAPACITY. 9"-9" 1" DIA. CONDUIT (EMT) i ': `' 11. LIGHT FIXTURES MUST BE ATTACHED TO SUSPENSION SYSTEM. FIXTURES WEIGHING LESS THAN 561bs MUST HAVE (2) 12-GAUGE WIRES 12'_....0„ SINGLE 1-5/8" X 20 GA METAL STUD DETAILS 22 I AT DIAGONAL CORNERS. HEAVIER FIXTURES MUST BE SUPPORTED INDEPENDENTLY FROM THE BUILDING STRUCTURE. PENDANT LIGHTS MUST 15'-O" BACK TO BACK 1 5/8" X 20 GA METAL STUDS �B CQNC ! DOOR -- SEE DOOR SCHEDULE BE SUPPORTED DIRECTLY FROM THE STRUCTURE WITH A 9-GAUGE WIRE REGARDLESS OF WEIGHT. 13'--6" SINGLE 2�-1/2" X 20 GA METAL STUD 12. MECHANICAL DEVICES MUST BE ATTACHED TO MAIN BEAMS AND CROSS TEES. DEVICES WEIGHING LESS THAN 20Ibs DO NOT REQUIRE SAFETY WIRES. DEVICES WEIGHING 20-561bs REQUIRE (2) 12-GAUGE WIRES AT DIAGONAL CORNERS. HEAVIER FIXTURES MUST BE 15`-0" BACK TO BACK 2-1/2" X 20 GA METAL STUDS = o SUPPORTED INDEPENDENTLY FROM THE BUILDING STRUCTURE. PROVIDE HEAVY DUTY CEILING SUSPENSION SYSTEM CONFORMING TO THE A1.2 Q I 00. 9 HOLLOW NTL.. [BOOR @ THRESHOLD i TYPICAL HOLLOW METAL INTERIOR DOOR DETAIL LATERAL BRACING FOR HEAVY-DUTY SUSPENDED �EILII G REFER TOESTANDDARD FOR ADDITIONAL INFORMATION. COPIES ARE AVAILABLE AT ,SOB NO. 170184.00 1. 3" = 1'--0" 08100-03 ' 1. 3" = 1'-0" 0)8100-014A 3 4" = 1'-0" 095123-01 CLIP ARCHITECT'S OFFICE g Q 2017 Ch1 P.C./C1 ALI.MOMS�c 0 1: 4: (E) 2X STUD WALL (b• JOHN(E) METAL SIDING ( JN FLEXIBLE FLASHING TAPE � T LE S, ORS o (E) 2X STUD WALL V STOREFRONT BEYOND TOM MATCH STOREFRONT 1- LIGHT GAGE Z FLASHING u: ALI— / 1 865 �' BACKER ROD & SEALANT ALUMINUM STOREFRONT SYSTEM V Imo✓ 5/8" GYPSUM BOARD SHEATHING OF OW ALUMINUM STOREFRONT DOOR WITH THERMALLY BROKEN FRAME / (E) METAL SIDING SYSTEM ALUMINUM STOREFRONT SYSTEM SET IN BED OF SEALANT ,----- WITH THERMALLY BROKEN FRAME ', e__›- SHEET METAL DAM FLASHING-- TURN UP ENDS CS JAMBS B 1" & SOLDER JOINTS , . 1 1111 - kfj-1 / SLOPED CONCRETE SLAB S \\ \\ �-\- \\ \\ \\ \\ \\ \\ SEALANT INTERIOR O.S. FINISH ALUMINUM THRESHOLD TO MEET ADA C PREOFORMED COMPRESSIBLE I ,,c-5ur- { t /. FLASHING TAPE ACCESSIBILITY STANDARDS-- SET IN i I ' ' JOINT FILLER FLOOR BED OF SEALANT � , \ a / ; SHEET METAL DRIP FLASHING te 3 1/2" CONCRETE SIDEWALK OVER a J ......_ • • , ,- 'e, , all/2" MAN.' r/ EXTERIOR WALKWAY )> 4" COMPRESSED CRUSHED ROCK a = N r I i / CONCRETE FOOTING N A 10'-0" A.F.F. N ' '- _.. T 0 OPENING <�- / PER STRUTURAL 4 a ago . ... . .. . . . .. ` ',-44111 � � ' ter.. _mo / ,, 4'' I �'-. t% 00 `4 a - ' BACKER ROD AND SEALANT M • �'� SEALANT •�=.•i 4 �a. SHIM w a_ N ALUMINUM STOREFRONT SYSTEM w z AIR BARRIER SEALANT \ WITH THERMALLY BROKEN FRAME o J o 0 5/8" GYPSUM BOARD SHEATHING D CO OG UI - N 0110 ALUMINUM STOREFRONT DOOR @ THRESHOLD ALUMINUM STOREFRONT JAMB STOREFRONT SILL AT FOOTING 4 ALUMINUM STOREFRONT HEAD 3" = 1'-0" 08100-05 41) 3" = 1'-0" 08400-01 0110 3" = 1'-0" ' 1.3 3" = 1'-0" 2'-11" 3'-2" 'i 2'-11" / t 4 f A1.3 / ENLARGED SITE PLAN KEYNOTES �� I / O (N) 1:20 SIDEWALK / 0 (E) SIDEWALK TO BE DEMOLISHED IN © STEP DOWN TO EXISTING SIDEWALK ca / ! fl 5N 0 (E) LANDSCAPE 1991 — / a as 0 APPROXIMATE LOCATION OF GAS METER-- -1-- _ {- MAINTAIN CLEARANCE AS INDICATED ON DRAWING61 / II ARCHITECTURE 0 a' ENLARGED SITE PLAN LEGEND U- ° ENGINEERING 0 o T T — PLANNING / 55; _ 0 O 0 a (N) CONCRETE INTERIORS A1.3 T / - L �' d1 15895 SW 72ND AVE SUITE 200 --4-' „ a I PORTLAND, OREGON 97224 - / nl I(i)' -4'-D 1/2” (E) CONCRETE TEL : 5 0 3 . 2 2 6 . 1 2 s 5 CLEAR FAX : 5 0 3 . 2 2 6 . 1 670 1. I W W W . C I D A I N C . C O M / T T — o / 0 iiIr r 0 3 1 A1.3 A1.3 / •• A -\--\-- I I o'-o" A.F.F. (FIN. FLOOR) / IIIIIIII �,4'-0 1/2" 4 A (1) /1 0TM 6 STOREFRONT TYPES 4,00 ENLARGED SITE PLAN Lii ' 1.3 1/2" = 1'-O" 1/8>.= 1'-0" Ct 0 Q Q 2 . N o v, . 0 Z U) oo O 0 w ,,, .. 0Q 00 ZNt N , < N. —IE I- a:n a N a, l0 0' C 0 N 5 ;1\ U O 2 d g DETAILS 0 V V 0 CA1.3 0 03 03 o ©2017 CIDA, P.C./CIDA ALL RIGHTS RESQZVED U - tii . 003141* [(E) WALL 3tti ' Or 0 1 , 4Y gyp. �, ,. ��, - 1/4,4 TREE � 10 SMS �:I 6" fO.C. �` ;:. r (E) BEAM) 8th (E) B t E 1 Ei E11 1 E # i 1 _ _ IJ Ir r r r r r t 4 ,ss, ,r,' CO Z-GIRT (E) Z--GIRT (E) 2-GIRT I LIGHT GAUGE STEEL STUDS R,^ *6 1 , [ ! IIS, ICIII I I iii 1 (2) ROWS OF #10 SMS 0 12" 0.C. I 1V IEXPIRESf 12/31/17 t k r r 1 I E NOTE: (E) Z-GIRT _ (I Z—GIRT _ _ _ _ (E) Z-GIRT cnl tnl I II z _z It i t I 1 IW/ ca 0 - SMS AT 4O�1T204 43 1 p 5" DEPTH OF EXISTING - - _ - - _ _ _ - _ _____ a ci 1 R 4001200-43 12" U.C. EA. FLANGE WALL FRAMING ASSUMED. -J 2 z (2) 4005162-43 17.ht- CONTRACTOR TO VERIFY, 0 - „Nick__ CONSULT ENGINEER FOR - --.. �, --.--. C3 CO CO li vlr ,> DIRECTION IF EXISTING HSS5x3x1/4 FLAT HSS5x3x1/4 FLAT (E) Z-GIRT r I (E) STUDS (E) STUDS CONDITION DOES NOT _ _ _ _ _ ,�- - _ _ _ _ I s _ _ _---w ! --------<C> I MATCH ASSUMPTION, �� ��` \� ,f/ °' t II11 I t r r r * 400S162-43 H /-'(.) Z-GIRT `��� \\ // (N HEADER • • / • I o NN A .44...., . .r A r"; -.. I TYP f i to '\ // td x in r- _ x \ // x (E) Z-GIRT (E) GIRT ". ca ,�\� c3 ca ,•\\ c� � 1 I I 1E A". 1I t EXTEND WEB OF HEADER CHANNELS cv /F N.• ,, // • EE /1,�,• ��,*,� _____, A TO EAI W/ KING STUD, /' *~\\ I I /// `\\\ I I (3) #10 SMS EA. SIDE OF HEADER = a f//'` ��` f/// ,..\\,, 1 I I II �� ,r \ .1 III I k 1 1 1 ,' (N) OPENING . + 1 /` (N) SPI=NTNG , r i I ,..JI 1 { CUP AND BEND END OF HEADER TRACK . (2) #10 SMS TO KING STUD, TYP la CR.Ltj 1-/// \,\ ,f`/ \ \, 1— (E) Z--GIRT - _ (E) Z-GIRT Q z jv (N) OPENING e \-- a 0- w al \- (E) Z-GIRT (E) Z--GIRT f 6 6 ur 441, S1.1 . . EXTERIOR ALL ELEVATIONINTERIOR ALL ELEVA411)TION CFS HEADER 811 1/4" = 1'-0" En1/4" = 1'_O" 1" = 1'-4" 1/ 3" 1" ,i ' tr":,, ,t/ HEADER PER ELEVATION '� 4 4. # „ ,, ci -_.. ,, " ,..:::;-'1:::'41 C. 3/16 I R1 eAx6" 7 A--=A � A A XISTIIVG SIDING I (2)/4x51/2"o THREADED 1"' WELD STUDS �; V" , . L5x3x 1/4x& WITH (2) 1/2 O BOLTS /� 1111 ARCHITETUR r.../: I/ AT 3" O.C. { 5 }} I I_I`� IN EE(�lN� i ` 51.1 CFS GIRT PER ELEVATION CHANNEL EL PER ELEVATION P 1 4NNiN 7—CFS Z PER ELEVATION - } _ r.. .!--__�__ � __________,.________ STUD PER ELEVATION __ t as SW 72ND Avg surra zip $. .1 .#.16. PORTLAND, OREGON 117224 I TE_ [ 5U3 . Z2E3 . 1 2t} 5 HEADER PER 1/S1.1 (E) Z GIRT BELOW FAX : 5 0 3 . 2 2 6 . 1 6 7 0 -""'- WWIYCIOArtdC00hf (4) #12 SELF-DRILLING 4) #12 SELF-DRILLING SCREWS ___,(..-____ ..... .. . .. , . . . _ (E) COLUMN SCREWS OR4.145"4 PAF P N FCB47.5 3/16 V . S Iiiir IM SO Ct .5 21/4x5"x6" W/ CONNECTION TO WEB OF CHANNEL (E) COLIC SLAB (2) 1/2"0 x3 1/2" TITER! HO 0 0I - w rE r 40. i 011) y f Cif) HEADER CONNECTION TO L GIRT CTI T COLS Tl NT 8111 3/4" = °-4" Sid 3/4" = V-o" Sty 3/4" = V-0" CC 0 . an . C4 c4 0 El (14) al ci La Lro. ad CI V) o Z "Tt I- < ts, E innil gov IMMMI h 0 r4 frr 0n 12.,.., a. ,,„ . . . . . . .., . , . .. 1 NEW OPENINGS 8 InH O 0. ' 8 Slal a JOB NO. 170184.00 ro ©20170K P.C./CSA AILRIMS RESERVED : 1 `w.i,.ifs'=:_ r_..e+tis:�':,'"13 RECEIVED .... ,. ...,. .;,„ . _ PORTLAND AUG 992017 4 "Wil) CITY OF TIGARD .� BUILDING DIVISION JTINJO a • S6,471 T , ORS • 865 I I OF Og TIGARD , OR IIIIIIIIIII , „ \\\\\\\ .q== 4R ..ct (.0\ _,_ 'IT 1 --I ' -1t; . sfo, .1..i. .,..A.... ..,... . ,.:7 _ n, �R iiLii ''� PORTLAND COMPRESSOR OWNER i:� 'liii..-.' -� LEGAL DESCRIPTION �M'lII ' I n:uuewsure:uuw�, - 7 -..0++++91P++++•••'- ' 1 ri 1 - 7440 BONITA ROAD , .[L, �� t,--, ��• .• �40 � � TAX LOT: 600 700 800 � �•••••� TIGARD OR 97224 TAX MAP: 2S112AC _k Ai" „-- VO: Vs/ 0. 11 I I L..g4 (1): (800) 542-8300 • cp rE. N CONTACT: BOB WILSON ZONING CODE INFORMATION e {- ' _m z--- ^ o r ._ (E) GENERAL OFFICE �� y o .....,, ZONE: I-P (INDUSTRIAL PARK) l n 9 Lu /m BENTING CONSTRUCTION INC. CONTRACTOR ] I I I 1 ' . 7 Q z BUILDING CODE INFORMATION E o 0 18475 SW ALTON ST, CCB #:31619 DESIGN CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) ® ty = D N m OR 97006 OCCUPANCY: S-1/ B (NON-SEPARATED)/F IV-77+4.-"14- 7(`� r BEAVERTON, ` (T): (503) 642-5682 CONSTRUCTION TYPE: II-B (SPRINKLERED) (E) GENERAL STORAGE - CONTACT: JOHN BAILEY BUILDING AREA: 50,126 SF l.tJ F1 I /. fir®, ; AREA OF ' 'V h ZWORK ------ ---moi ADA BARRIER REMOVAL PLANT ' CIDA INC. ARCHITECT/ STRUCTURAL ENGINEER , r ,, ADA NARRATIVE: THE EXISTING BUILDING IS SERVED WITH ADA-COMPLIANT PARKING AND ADA " _ I 15895 SW 72ND AVE, SUITE 200 COMPLIANT ACCESSIBLE ROUTE FROM PARKING TO THE BUILDING ENTRANCE ON THE NORTH END OF THE BUILDING. ADDITIONALLY AN AT-GRADE ADA COMPLIANT ENTRANCE EXISTS ON THE SOUTH END 1 OF THE PROJECT AREA. THE ONLY ADA BARRIERS OBSERVED TO EXIST INCLUDE SEVERAL OCCURANCE PORTLAND, OREGON 97224 OF KNOB-TYPE DOOR HARDWARE AT VARIOUS INTERIOR DOORS, AS WELL AS NON-ADA COMPLIANT PLUMBING FIXTURES IN THE EXISTING TOILET ROOMS. — (T): 503) 226- 1285 r ------------ (F): (503) 226- 1670 PROJECT VALUATION: $50,000 (UP TO 25% TOWARDS ADA BARRIER REMOVAL = $12,500) c 2 CV • EXISTING ADA BARRIERS PROPOSED TO BE RMOVED. . _ , I , _ CONTACT: DUSTIN JOHNSON • REMOVE AND REPLACE ALL KNOB-TYPE DOOR HARDWARE WITH LEVER-TYPE ADA COMPLIANT a---- — 1991 61 DOOR HARDWARE I____—__—__—_______ ='---I I • REMOVE AND REPLACE NON-ADA-COMPLIANT PLUMBING FIXTURES AT MEN'S AND WOMEN'S :5 II TOILET ROOMS —I '� J 1 J I l I I I (.6--- ARCHITECTURE PROJECT DESCRIPTION - !.� ENGINEERING ESTIMATED VALUATION OF PROPOSED BARRIER REMOVAL: $13,500 THE PROJECT IS AN INTERIOR REMODEL OF AN EXISTING OFFICE SPACE, AND CONVERSION OF A PORTION OF THAT PLANNINGI N G SPACE TO STORAGE AREA. EXISTING NON-BEARING STUD PARTITIONS WILL BE REMOVED TO ACCOMMODATE THE STORAGE AREA, AND EXISTING SUSPENDED CEILINGS WILL BE INFILLED AS NEEDED WHERE EXISTING WALLS ARE TO BE EXISTING CONDITIONS PLAN INTERIORS DEMOLISHED AND CURRENTLY PENETRATE THE CEILING. AS PART OF THIS SCOPE OF WORK (2) NEW EXTERIOR OVERHEAD DOORS ARE PROPOSED TO BE ADDED TO SERVICE THE STORAGE AREA. NO CHANGE OF USE IS PROPOSED #41111 1/32"=1'-0" 15895 SW 72ND AVE SUITE 200 UNDER THIS TENANT IMPROVEMENT. PORTLAND, OREGON 97224 TEL : 5 0 3 . 2 2 6 . 1 2 8 5 AREA OF FAX : 503 . 226 . 1 670 DEFERRED SUBMITTALS SPECK RELEASES . A INSPECTION REtiiER _ SW BONITA RD —_-- _-- WORK WWW . c I D A I N c . c 0 M ELECTRICAL N State of Oregon Structural Specialty Cody - 7 1 / // / / / / // / / / L MECHANICAL PLUMBING I ••❑ Con and Reinforcing Steelce • FIRE SUPPRESSION iLt O. Bolts Installed in Concrete I / Z CTS \\\\\\\NR �GA' T ❑ Special Moment-Resisting Concrete Frame 141 i /�i.411 ma: �" / PLUMBING FIXTURE COUNT = m ❑ Reinforcing Steel&Prestressing Steel Tendons /////// /// ////// Ilii nom i - • t M N O O) oo n t0 to rO N I / - , / - I V : g a � _ IA pro cd cx (1) REQUIRED FIXTURES: \-\_, ���� ��\ COVER SHEET t�7-s�ural ®,ding - .=tI ;:....4 , _ }, _ .} GROUP B (OFFICE) OCCUPANT LOAD: 2,521 SF / 100 = 26 OCC. I I r / " / Pcr it #: FEMALE: (26 OCC. X 0.5) / 25 = 0.52 W.C., 0.32 LAV. • CS1 COVER SHEET ❑ I-IiglrStrenght Bolting ////// j j/�,,,/{, r MALE: (26 OCC. X 0.5) / 25 = 0.52 W.C., 0.32 LAV. \ \ \ ❑ Structural Masonry I j I + �_..__ ` `\\`\\\\\ Add s cn ._ . \\\��\\\�\-\ \-\ / IS11itC t GROUPS (STORAGE) OCCUPANT LOAD: 3,082 SF / 300 = 11 OCC. � \�� ���� ARCHITECTURAL El Reinforced Gypsum ConcreteLIU FEMALE: (11 OCC. X 0.5) 100 = 0.055 W.C., 0.055 LAV. • A1.1 PLANS II I .±:44‹,,,t_ + Da / ❑ Insulating Concrete Fill `; J j B}: ���;_. _ __1: . MALE: (11 OCC. X 0.5) / 100 = 0.055 W.C., 0.055 LAV. • A1.2 DETAILS j % I r, igQF TIGARDlir 0 TOTAL REQUIRED: 0 Spray Applied Fire-Resistive Materials ; r / I Wrb AOR CODE COMPLIANCE MALE: 1 W.C., 1 LAV.V \ STRUCTURAL 0 Pilings,Drilled Piers and Caissons I , ,/ / / Q CL 0 NI- TOTAL PROVIDED: NONE • S1.1 STRUCTURAL DETAILS 0 Shotcrete / / i/iiiii/iiia OTC_. N EXISTING FIXTURE: : ; / i (E) BUILDING I I N FEMALE: 1 W.C., 1 LAV. 0 Special Grading, Excavation and Filling ` I /i 50,126 SF ♦ _ _ _ _ _ �/III Pette 1 - E MALE: 1 W.C., 1 LAV. [] ---- ----------------------------------- — --— --- '7 r� j�� Q Cr) Smoke-Control Systems r- - - 4„ I-- n`y _ ❑ other InspectionsI I ,� \ �- __suite 0 ENERGY CODE ANALYSIS yct o n QGerber Gear - / B`r. �� Date: Z Z "Contract 7 o, m ., Furnishings Mart (1- I / / r ,[! ` Nj O DESIGN CODE: 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE O 1 \\ '/ Elio O 'Creek Dr ,i Medical Teams %I / / /_ o w BUILDING ENVELOPE REQUIREMENTS (TABLE 502.1.1): International._ s� 8011 �,; OFFICE COPY m W DOORS (OPAQUE): "' "` y- SITE _ } V \/ /- Q ••• ROLL-UP OR SLIDING: U-.50 ' i_ N •• SWINGING: U-.70 / / / Q ��t I l / O NOTE: FOR ALL FENESTRATION FRAMES SHGC SHALL BE MAXIMUM OF 0.4 I , d- I,._ 1partdmenl Homr,., Luxury Sport Autos O EMASTER5 09 ' - ---- ///////////////////////////////////////////////////////// „ , / -- -- Z OCCUPANCY LOAD TABLE ems EACH SPACE I� o r Itt.ta u.1T-1i Portland sW o f Learningtree SW Bonita Rd SW Bonita Rd SW Bonita Rd - SN < r... ROOM NAME FUNCTION OF SPACE LOAD FACTOR AREA LOAD REQUIRED PROVIDED Rd SW Bonita Rd SW u$W I'BONITA RD i SW Bonita Rd ; Honda Rd1 I/1 N 1 4 save On Tires 1�, Pon,,ndCompressorO -, O { a �..--�--- --�- --_� -- -- J 101 (E) ENTRY CIRCULATIONI 139 SF1 2 McrAenomins I v I I I 6 102 (E) CONF. ROOM ASSEMBLY (TABLES & CHAIRS) 15 I 110 SF 8 1 1 `° Qclunlcn t' ,a, $ ©JohnBadaycorns I I o Q ES Ita Villa Apartments uy j 65103 OPEN OFFICE BUSINESS 100 940 SF 10 1 1 �" �, g301"� Paul Schatz FurnitureC / / / / / D7 I , / / 104 (E) OFFICE BUSINESS 100 249 SF 3 1 2 ~ '4 ir 0 N 105 (E) OFFICE BUSINESS 100 122 SF 2 1 1 '-1,1 * ()Ryder Truck Rental i I s 106 (E) OFFICE BUSINESS 100 123 SF 2 1 1 n Q 1 he Hume 1: \\\ i.\. \\ ov 107 OFFICE BUSINESS 100 123 SF 2 1 1 o = t . 0 Next Level Martial D rQ v ;\ i I 109 OP108 E)ENOFFICE BUSINESS 100 153 SF 2 1 1 OFFICE BUSINESS 100 702 SF 8 1 1 hFai St SW t° Arta&Fitness0 m Inbark D Violasw /: a. �> I con Trading ¢' m N 110 HALL WAY CIRCULATION -- 244 SF -- 1 1 3 �, 111 MEN'S T.R. CIRCULATION -- 30 SF -- 1 1 oregonBoRO • SW Cardinal Ln \ .--,,' t-, 112 WOMEN'S T.R. CIRCULATION -- 30 SF -- 1 1 y V SY :` 113 (E) JAN. CIRCULATION -- 30 SF -- 1 1 cDCreek a O Pacific Pride 0 Ll° I i COVER SHEET v ? I O - Quality Custom o. chits Depot 114 STORAGE STORAGE 300 76 SF 1 1 1 m interstate Rooting Inc t Distribution Services- P. n a_ 115 STORAGE STORAGE 300 1,583 SF 6 1 2 f NORTH NORTH CITY OF`�ICi CS1 00 11s ELEC. ROOM STORAGE 300 I 82 SF , 1 1 VICINITY MAP SITE PLAN (FOR REFERENCE ONLY) 117 STORAGE STORAGE 300 11,387 SF 7 1 44OV@CI b Planning JOB N0. 170184.00 % NO SCALE 1"=50' 8 /2M I V1 TOTAL GROUND LEVEL I 52 Dat@. 0 2017 GOA, P.C./CIDA ALL RIGHTS RESERVED Initials: 6 U r Y� ° DS 7 RCP GENERAL NOTES DU TIN JOHNSON Ds FLOOR PLAN GENERAL NOTES c� 1-3 (E) CONF.ROOM IlE} +,ONF.ROOM 1. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS SHOWN OR IMPLIED ON DRAWINGS PRIOR TO 1. THIS DRAWING IS DIAGRAMMATIC AND FOR DESIGN rf1 ei,11/11_S S, OR ,� I 102 I - I 102 I :. START OF CONSTRUCTION. NOTIFY A/E OF ANY PURPOSES ONLY -- FINAL LIGHTING DESIGN & LAYOUT OF / 65 104--B(E DISCREPANCIES. FIXTURE BY DESIGN-BUILD ELECTRICAL CONTRACTOR. FINAL OF OW 1:T 2. APPLICABLE CODES: ALL WORK SHALL BE IN CONFORMANCE LIGHTING DESIGN SHALL MEET THE FOLLOWING FOOTCANDLE (E) OFFICE OPEN pFrICE (E) OFFICE WITH ALL FEDERAL, STATE, AND LOCAL CODES. ALL CODE N 104-A(E) I 104 = REFERENCES IN THE DRAWINGS AND SPECIFICATIONS SHALL REQUIREMENTS: I a OPEN OFFICE I 103 I I 104 I MEAN, AND ARE INTENDED TO BE, THE LATEST EDITION, 1.1. WAREHOUSE AREAS: 20-50 FC MIN. 101-A(E) (E) ENTRY I 103 I (E) AMENDMENT OR REVISION OF SUCH REFERENCED STANDARD ENTRY IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS. 1.2. OFFICE AREA: 30-50 FC MIN. I 101 I I 101 I 3. CONTRACTOR SHALL COORDINATE ALL REQUIRED TESTING AND 0 - INSPECTIONS. 4. ALL DOOR HARDWARE SHALL MEET THE REQUIREMENTS OF 2. ELECTRICAL BY SEPARATE PERMIT. = ANSI A117.1 2009 EDITION AND THE ADA. 3. FIRE SPRINKLER BY SEPARATE PERMIT. 5. ALL DOORS SHALL MEET OR EXCEED THE ENERGY 0 PERFORMANCE REQUIREMENTS INDICATED IN THE DRAWINGS 4. ELECTRICAL CONTRACTOR TO VERIFY MINIMUM EMERGENCY (E) MEN'S T.R. 111-A(E) (E) MEN'S T.R. AND SPECS. I I - - (E)I 1051CI 1 111 I-- (E) OFFICE 6. LIGHT AND VENTILATION NOT INDICATED ON THESE PLANS EXIT ILLUMINATION WITH BATTERY BACKUP - - PROVIDE (1) 111 II SHALL BE PROVIDED AS PER SECTION 1203 & 1205 OSSC. 110-A I I 105 I 7. PROVIDE EXIT ILLUMINATION AND SIGNAGE PER SECTION 1006 FOOTCANDLE MINIMUM ILLUMINATION ALONG EGRESS PATH n . HALL WAY 105-A E & SIGNAGE PER SECTION 1011 OF THE OSSC. TO EXIT DISCHARGE. THIS LEVEL MAY DIMINISH TO NOT (E) WOMEN'S T.I I 110 I_ (E) WOMEN'S T.$' A 8. DIMENSIONS LOCATING INTERIOR WALLS ARE TO CENTER OF LESS THAN 0.6 FOOTCANDLES OVER 1.5 HOURS OF N -- I 112 - 106-A(E) I 112 I- 1 WALL UNLESS NOTED OTHERWISE. OPERATION. 00 112-A(E) Nir9. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL REQUIREMENTS. (E) OFFICE HALL WAY (E) OFFICE 10. CONTRACTOR TO COORDINATE SALVAGE REQUIREMENTS WITH . Ell I 106 I ix ix (E) JAN. 113-A(E) (E) JAN. I 110 I I 106 I 11. (E) CEILINGSTO REMAIN-- CONTRACTOR TO INFILL/REPAIR Ei I 113 H - © I 113 if - AS NEEDED FOR 'LIKE NEW' CONSTRUCTION. a z r, - 12. (E) INTERIOR LIGHT FIXTURES TO REMAIN-- ELECTRICAL 14)oct CONTRACTOR TO VERIFY MIN. LIGHTING LEVELS ARE MET. v 114--A(E) W m OFFICE � F E L) STORAG: Ell . I 107 I - (E) STORAGE OFFICE - I 114 I I 114 H --- I 107 1 DS D_ 107-A DS �_ FLOOR PLAN LEGEND RCP LEGEND _. I OPEN OFFICE I I 109 I )PEN 0 TICS SEPARATE TENANT- NO WORK SEPARATE TENANT- NO WORK 108-A(E) I 10 I 10g-A(E) CORRIDOR DEMO WALL 101 ROOM NAME & NUMBER (E) OFFICE E- E) OFFICE _- 1- " I 108 I �, --- ____---•----------__-- --------- 108 - o (E) WALL - (E) PAINTED GYP BD. CEILING s + �iiiiiiaiiaiiaii. (N) INTERIOR STUD WALL ' (E) 2X4 SUSPENDED ACOUSTIC PANEL co. I Fr --- r = - 0 7� ____ A WALL TYPE -- SEE WALL TYPES. CEILING N p 115-A p THIS SHEET nill 1991; F.O.S. FACE OF STUD a ' (N) PAINTED GYP BD. CEILING .V (E) EXISTING 61 II (N) 2X4 SUSPENDED ACOUSTIC PANEL IM ARCHITECTURE < ii> 4- > CEILING-- SEE DETAIL 11/A1.2 0 � (N) NEW ENGINEERING rrJ� 101-A DOOR NUMBER111) PLANNING F-7 H H H U.N.O. UNLESS NOTED OTHERWISE (E) 2X4 LAY-IN LED LIGHT FIXTURE I NT E R I O R S H _ STORAGE H _ STORAGE I 115 I I 115 I 15895 SW 72ND AVE SUITE 200 -, - (E) 2X4 LAY-IN LED LIGHT FIXTURE WITH PORTLAND, OREGON 97224 I •-• - - BATTERY BACK-UP BALLAST TEL : 5 0 3 . 2 2 6 . 1 2 8 5 _ i/ - FAX : 5 0 3 . 2 2 6 . 1 6 7 0 T�' - W W W . C I D A I N C . C O M 0 (E) RECESSED LED LIGHT FIXTURE WITH OUTSIDE - on OUTSIDE - BATTERY BACK-UP BALLAST PROJECT - �c, PROJECT - Cr LIMITS LIMITS 5 EXISTING - © O - - CA1.2> -e 0 1--I 1' �=.=, 1 o.�o.l '� l 471 I--I ._i_ • '',.:...-Y- '' ._ �i �' ' ELEC. ROOM ° OPEN TO :_ Et.EC:.ROOM C 0 IT- 116-A 11 I 116 I STRUCTURE ® :: .:11':-i.i-.6-� ...,-'";•.. i ...----------- FLOOR PLAN KEYNOTES RCP KEYNOTES 117-D(E) _ m W O (E) METAL BUILDING WALLINFILL (E) SUSPENDED CEILING GRID & TILE ® W/ NEW AT (E) WALL PENETRATION THROUGH L. -, M ; STO SAGE (E) DOOR TO BE REMOVED CEILING-- COLOR & TEXTURE TO MATCHilir D H �� ti �, © (E)--- SEE 11/A1.2 Q _ T' 0 _ 17 ALIGN NEW WALL W/ EDGE & (E) OPENING an2 O lit© NEW CEILING EDGE TERMINATION -- SEEre N ISTOR�GEI __� i 0 ALIGN NEW OPENING W/ (E) OPENING ® 5/A1.2 & 6/A1.2 N < N. T-- 1 4 r u� F ¢ 0 21,E (N) 10'X10' OPENING PER STRUCTURAL L.L. 0 Z Cr T - 117-C(E) 0 0 (N) OVERHEAD DOOR PER DOOR SCHEDULE J m 0 O W (0) O (N) CABINETRY PER 2/A1.2 AREA OF WORK Ci L CC I m12 IM Ci 7 I CI (E) EXTERIOR WALL TO BE REMOVED--CONTRACTOR TO CONFIRM NO X-BRACING THIS - ""' �-- H ' J t-1�- LOCATION PRIOR TO DEMO 1 1113 Q CD Q (E) FLOORING TO BE REMOVED-- NEW FLOORING BY p- Z Nt. H TENANT 0 REPLACE (E) DOOR WITH NEW PER DOOR SCHEDULE k < � � =' r r. i - w. -__.__. ,--- F um] u, I ti- CV7 1111.1 - ` L $._b I ICC I II IIE17-1 TL I T 1 T C7, 7] 1170- 0. 117I -- , ... - I 7 it 0.1 WALL TYPES U N METAL STUD PARTITION TO UNDERSIDE FINISHED CEILING: a a--------------'------ .---------- A 3-5/8"X20 GAGE METAL STUDS © 2'-0" TO UNDERSIDE =Y - PLANS Jam- OF FINISHED CEILING W/(1) LAYER 5/8" GYP. BD. '= SHEATHING BOTH SIDES © FULL HEIGHT WALL. USE n n n - 6"X20 GAGE STUDS 0 2'-0" 0.C. A1.1 cc' NORTH NORTH NORTH O ..„, 4, 2 FLOOR PLAN 1 REFLECTED CEILING PLAN 3 KEY PLAN JOB NO. 170184.00 A1.1 1/8" = i'-o" A1.1 1/8" = 1'--a" A1.1 NTS ©2017 anti P.C./CI64 All R1O6S Isl vm -69w ELEVATIONKEYNOTES PLASTIC LAMINATE (TYPE TBD) AT ALL AOID ,�'' EXPOSED EXTERIOR SURFACES TYP. 0 NEW CABINETS TO MATCH EXISTING SHELF PIN HOLES c® 1" O.C. TYP. W/ ADJ. D TIS JOHNSON 4'--0" I 4 PLASTIC LAMINATE (TYPE TBD) SHELVES 1/8" BENT STEEL CLOSURE PLATE _ / / PROVIDE METAL STUD BRACE AT ;. = *-3 6'—O" Q.C. TO STRUCTURE ABOVE0 NEW COUNTERTOP W/ BACK SPLASH TO MATCH A1.2 r-., I:�_,�_.��_- s EXISTING - �,.'" WIRE PULLS — LOCATE 1-1/2" FROM • SAINT LE , OR c (E) CABINETS TO REMAIN 5'-11 1/2"± 5' 9 1/2" j" .�"' VERTICAL EDGE (TYP.) E36 i���� ���i i ��C1�r+I����ir� � 0 ,r / ,� I- I A : (E) METAL SIDING T"' 1 (N) CABINETRY (Ej CABINETRY m �I MELAMINE ALL INTERIOR SURFACES ' (E) SUSPENDED CEILING3l /2T CO /kith,\ CONT. TOP TRACK- ATTACH TO 2 ' / o a .E t 2 1/2" ' 111111 1 . h. �: CEILING GRID W/"1" TYPE "S" 0 0 P Al.2 WIRE PULLS -- LOCATE 1-1/2" FROM SCREWS AT 2`-0" Q.C. AND TO TOP VERTICAL EDGE (TYP.) ;.`. — +' PLATE OF PARTITION W/ (2) 1" . , 41'-0,. } . -_ , ,;_ , ,-. ? PLASTIC LAMINATE (TYPE TBD) COUNTER .,•,,....1 TYPE S SCREWS - TRIM PANEL AS Cilir. 0 .; TOP W/ 4 SIDE AND E3AGKSPLASH, FLAT 411V4iiiw 7 REQUIRED `" ^i °F + 19 #-_-_. 5'--°9 1/2"t o f 5'--11 1/2"I o J EDGE, TYP. L'a II (E) CABINET (N) CABINET > - �, 2 —1 . PROVIDE FIRE TREATED BLOCKING AT D, 1 ca 5a c) 0 D. I FULL THICK SOUND ATTENUATION C LOCATIONS SHOWN 1 0 BATT 1 __� _ 1— !� # : :i ::T '" "* - I MELAMINE AT ALL CABINET INTERIORS TYP. 1I x METAL STUD PARTITION PER PLAN , _ ,- -. .1 r r o '. ","„°� I 4,1 4 tp r 1 WI _ J PLASTIC LAMINATE (TYPE TBD) AT ALL m La BASE iiiri�r,0-/i%iiiiiirry/45, ca m• 0. VERT. EXTERIOR SURFACES TYP. (E) FINISH 7 i i/s' -� - L) `_ e E CV BOTTOM TRACK TO FLOOR WITH 3'_0" 2'-11 / ,- 1:: " ,.� * 1 SHELF PIN HOLES CO 1" 0.C. TYP. W/ ADJ. tl L........_...A. ANCHORS AT 4'-0" O.C. (MAX) AND PLAN VIEW -/ .-- PLASTIC LAMINATE (TYPE TBD) SHELF JAMB CONDITION PER STRUCTURAL AT CORNERS AND ENDS 5'--11 1/2"± 5'-9 1/2"± ii — — 1-- gm (N) CABINETRY (E) CABINETRY / `" I 4" RUBBER BASE (TYPE TBD) La ELEVATIONmssu P w 0 OVERHEAD DOOR AND TRACK- BY °' CABINET NOTES = F- sa 1; MANUFACTURER e :- 4 ` _ 1. VERIFY DIMENSION IN FIELD PRIOR TO 0 : a �--' FABRICATION ---j t, H, 2. FILLER PANELS TO MATCH CABINET FACE (N) STEEL SECTIONAL DOOR PER D m A/ MATERIAL DOOR SCHEDULE In 9 • . . 0 T' P. INTERIOR WALL0 CABINETR4Y WALL & BASE CABINET SECTION NEW OVERHEAD DOOR @ METAL BUIL I I 3/4" = 1'-0" 092900-03 1/4" = 1'-0" 3/4" = 1'-0" I@ 3" = 1'-0" 08360-03 DOOR SCHEDULE HARDWARE TYPES (E) ROOF DECKING HYPE OPENING DOOR FRAME ASSEMBLY A (E) ROOF DECKING (E) Z GIRT Pe10, TYPE WIDTH HEIGHT THICK mot. FINISH ►T'L FINISH HOWR Fly RATING CITES (1) EA. OFFICE LOCKSET " 1O7--A A 3'-Q" 7'-O" 1 3/4" SC STAIN HMKD MAN A (3) PR. BUTTS 1E3 _p A.F.F. , „ „ (1) SET SILENCERS i__ \ r �r 180 t A.F.F. _ - v — -- — 11O-A A 3 -O 7 -0 1 3/4 SC STAIN HMKD MANUF= D 'ji*,i,!!.,,,,N! _ " 115-B B 12 -O 10 ---0 STL MANUF HM PAINT w, B.O.(ET) DECK .N -r,. B.Q. (E) DECK 1 15-A C 3'-O 7'-O"� 1 3/4" HM PAINT HM PAINT C 1 (1) EA. WALL STOP ff------:: Ait_ .____:, (E) Z GIRT = `Y 116-A A 3'-0" 7'-0" 1 3/4" HM PAINT HM PAINT B -- -- B 4 117-ABSTL HMPAINT (1) STORAGE LOCKSET 12' O" 1 Q'-Cr©" _ __ MANUF BUTTS ti ,.. __ ___ _ ( 1/2) fI/ ////, '////%/////f/f/I///////,/////!///i/////!///,//f////! //�l/,/////%///////////f///r%//!////////f///////1,,/////I/////I////f /f/lam/////% (1) SET SILENCERS 5/8" GYP. BOARD NOTES (1) EA. WALL STOP SHEATHING ABBREVIATIONS (E) WALL 1. SEE 9/A1.2 FOR THRESHOLD CONDITION. SC SOLID CORE WOOD HM WELDED HOLLOW METAL p 3 1/2" X 20 GA HMKO HOLLOW METAL KNOCK—DOWN STL STEEL C >> (1) EA. ENTRANCE LOCKSET (E) WALL r' i STEEL STUD ' MANUF MANUFACTURER ARCHI ECTURE ' (1 1/2) PR. BUTTS (1) SET WEATHER STRIPING ENGINEERING _ --- --- --- (1) EA. THRESHOLD (1) P L AI ISI I N _�____►\,�-- — ,'/ - - --- ,____. 12" ARMSTRONG AXIOM 10 1 O EA. CLOSER 111' INTERIORS _ n I 7 ,, CLASSIC PERIMETER TRIM A1.2 A1.2 1/4 D ' I ' ,� ,' - ,.W„ )''I „W" "W'° tf- GLASS TEMPERED (1) EA. PASSAGE LATCHSET 15895 SW 72ND AVE SUITE 200 --__� �� I (1 1/2) PR. BUTTS PORTLAND, OREGON 97224 (E) SUSPENDED (°' I 1/2" X 20 GA KICKER (E) SUSPENDED .-.\— \ 41 (1) SET SILENCERS TEL = 5 0 3 . 2 2 6 . 1 2 & 5 CEILING " CEILINGLA (E) EXPOSED TEE GRID \ / (1) EA. CLOSER f A x . 503 . 226 . 1670 BRACKETAT6 -0 O.C. • \ 6" WWW . CIDAINC . COM SYSTEM L '' 1ti � , ' -4 �' 9'-0" A F.F. \� 10 TYPE),, `_ °�.F• L ::-. 9 --0 A.F.F. ; i ' B.Q.SOFFIT 1 B.O.CEILING i. At.2 -� 1 O / A1.2 to /� 9 "10 (E) SUSPENDED CEILING A1.2 A1.2 (E) WALL TO BE DEMOLISHED0 4® FLUSH SECTIONAL OVERREAD CO - ---�,- -=-- (E) WALL TO BE DEMOED - - - -• I- -• NalMANur . OP AnoN 1WiC.d„ MOTOR OPERATION- DOOR # R-23 & R-24CI) CEILING EDGE TERMINATION 16 a CEILINGI EDGE TERMINATION-" ALTERNATE4/ CS C) 'fi PE '► 1 1/2" = 1'--0" 1 1/2" = 1'-O" 1/4" = 1"-O" 1111 Er II INT. OR EXT. WALL ROOF OR FLOOR DECK 12 GA. HANGER WIRES © 4'-0" ale 0 .44- 1 O.G. (TYP.) NOTE: COMPRESSION BRACE, SEE „.. CV SUSPENDED CEILINGS TO BE / SCHEDULE t!C < N. ../.\\ « INSTALLED WITH BERC2 0 SYSTEM BY ARMSTRONG AS 12 GA. SPLAYED BRACE WIRES LI. r L. DUCT SHOWN, APPROVED EQUAL. -=s (TYP.) MAXIMUM ANGLE FROM t9 Z cx ', -^4i OTE CLIP SYSTEM OR PRESCRIPTIVE `�:. HORIZONTAL IS 45 DEGREES Z COI - TYP • METHOD PER OSSC 803.9.1.1 it �1 -A C) 0 u. AND ASTM 635 8c 636Ii, _ h CROSS TEE Lai .� NOTE 5 I —! �` — = 0 v. Ne P FACE OF CONCRETE PANEL NOTE 3 OTE 4 \--NOTE 9 >lt NOTE 6 MAIN TEE " NOTE: HOLLOW METAL DOOR AND FRAME MAX \Lill ik 2 ALL. WIRE TO BE NO. 12 0 0 GAUGE. CONNECTIONS TO BE N' F.: 3 TURN MINIMUM WITHIN 3 j�" 7—NOTE NOTE 1 NOTE 11.12 - r -'" __ . 2 INCHES OF THE CONNECTION �"" GYP. BD. r, 1- f- NOTE 7 \. NOTE 7 j FASTENER SCHEDULE _,., CONSTRUCTION TYPE FASTENER REQUIREMENTS MICE MEM . 6 -0 MAX. , " 1 � 14'_0" \---NATE 8 1 WOOD 1/4" X 3" SCREW EYES I STEEL STUD--DOUBLE STUD AT ALL - Q.C. MAX. (#12 WIRE) STEEL DECK PRE DROP WIRES, CMI DCI OR DC, 2-1/4" eassil SLOPE CONCRETE SLAB JAMBS NOT 5: ALUMINUM THRESHOLD TO MEET ADA A 1. 7/8" WALL MOLDING. ATTACH TO PERIMETER WALLS METAL DECK SCREW EYES �' ACCESSIBILITY STANDARDS--SET !N V IMIM 2. 2" BERT✓ (BEAM END RETAINING CLIP) AT INTERSECTION OF EACH GRID BAR TO WALL SUPPORT. ATTACH BERG TO GRID ON 2 ADJACENT P}ST TENSIONED CONCRETE PRE DROP WIRES, EMBEDS, 1/�4" x 3/4" METAL. CONTINUOUS BED OF SEALANT H r wm — —WALLS, PROVIDE 1/2" CLEARANCE ON UNATTACHED BERC, HIT ANCHORS N i/2" ....,_._ EXTERIOR WALKWAY / TIMELY KNOCK DOWN FRAME 3. PERIMETER HANGER WIRES - WITHIN 8" OF ALL WALL ON ALL TERMINAL ENDS OF CROSS RUNNERS AND MAIN RUNNERS. CAST IN PLACE CONCRETE PRE DROP WIRES, EMBEDS, 1/4" X 3/4" METAL N < . . . 4. SUSPENSION WIRES AT 4'-Q" ON CENTER. SOFT ANNEALED GALVANIZED HIT ANCHORS ' w..� '� `�„., 5. VERTICAL STRUT FASTENED TO MAIN RUNNER AND EXTENDED TO THE STRUCTURAL FRAME. 12'--0" 0.C. EACH WAY 0 ' 6 1 6. HORIZONTAL RESTRAINTS SECURED TO MAIN RUNNER WITHIN 2" OF CROSS RUNNER. INSTALL 4 AT 90' ANGLE FROM EACH OTHER AND AT COMPRESSION STRUT SCHI RULE U _1 e--, ANGLE LESS THAN 45' FROM THE PLANE OF THE CEILING. INTERIOR FLOOR FINISH 7. HEAVY DUTY SUSPENDED CEILING SYSTEM - MAIN RUNNERS AND CROSS RUNNERS MAX. LENGTH OF STRUT STRUT REQUIREMENTS 8. ACOUSTICAL CEILING PANELS -- 24" X 48" X 5/8" LAY-IN. (24" x 24" WHERE INDICATED ON PLANS) 5'-�10" 1/2' DIA. CONDUIT (EMT 9. TRAPEZE DUCTWORK AND OTHER LARGE OBSTRUCTIONS, COUNTER SLOPE. 7'--8" 3/4" DIA_ CONDUIT (EMT) „,,,,,, '' 9:-9" 1" DIA. CONDUIT (EMT) 10. CONNECTION DEVICE TO HAVE 180# CAPACITY. 11. UGHT FIXTURES MUST BE ATTACHED TO SUSPENSION SYSTEM. FIXTURES WEIGHING LESS THAN 561bs MUST HAVE (2) 12-GAUGE WIRES „ ��.�. . , " DETAILS m12 -0 SINGLE 1-5/8" X 20 GA METAL STUD AT DIAGONAL CORNERS. HEAVIER FIXTURES MUST BE SUPPORTED INDEPENDENTLY FROM THE BUILDING STRUCTURE. PENDANT LIGHTS MUST 15'-0" BACK TO BACK 1-5/8" X 20 GA METAL STUDS DOOR -- SEE DOOR SCHEDULE BE SUPPORTED DIRECTLY FROM THE STRUCTURE WITH A 9-GAUGE WIRE REGARDLESS OF WEIGHT. 13' �6" SINGLE 2-1/2" X 20 GA METAL STUD 12. MECHANICAL DEVICES MUST BE ATTACHED TO MAIN BEAMS AND CROSS TEES. DEVICES WEIGHING LESS THAN 20Ibs DO NOT REQUIRE SAFETY WIRES, DEVICES WEIGHING 20-561bs REQUIRE (2) 12-GAUGE WIRES AT DIAGONAL CORNERS. HEAVIER FIXTURES MUST BE 15'-0" BACK TO BACK 2-1/2" X 20 GA METAL STUDS S SUPPORTED INDEPENDENTLY FROM THE BUILDING STRUCTURE. PROVIDE HEAVY DUTY CEILING SUSPENSION SYSTEM CONFORMING TO THE A1.2 .„ 00 2HOLLOW TLs DOOR THRESHOLD io TYPICAL HOLLOWMETAL INTERIOR DOOR DETAIL LATERAL BRACING � � HEAVY—DUTY SUSPENDED PEy D EILINt RREEQFEURRETMOENSANS QDAFRADSTFMORcA-D6D3I.1.5 IONAL INFORMATION. COPIES ARE AVAILABLE AT JOB NO. 170184.00r 3" = 1'-0" 08100-03 ' 1 3" = 1'-O" 08100-04A 3/4" = 1'-D" 095123-01 CLIP ARCHITECT'S OFFICE g 0 2077 ODA,PCWA TS ALL 15 RESERVED siVi '