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Plans BUP2014 00294 CONTRACTCO.FOR : G `AML tAKE O&NEG REAN . x O c eY 8905 SW COMMERCIAL ST. Nf' .. ............ TIGARD, OREGON . .........- - DEC 1 , GENERAL NOTES CODE SUMMARY . PROJECT TEAM DRAWING I 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH APPLICABLE CODES OWNER & TENANT: THE CRANE MAT COMPANY A- ALL STATE AND LOCAL JURISDICTIONS AND REGULATIONS. 0 COVER SHEET / VICINTY MAP/SITE PLAN BUILDING CODE= IBC 2014 EDITION COR 4MME EDITION A-1 SITE PLAN & DETAILS cm 2, coNtRActoR SHALL BE RESPONSIBLE FOR OBTAINING AND MECHANICAL: 2010 OR. MECHANICAL CODE EDITION 8905 SW COMMERCIAL STREET PAYING FOR ALL INSPECTIONS AND TESTS REQUIRED BY ANY GOVERNMENTAL AGENCY TO IMPLEMENT THE PLANS AND ELECTBRIGAL: toil' °RE�G���c'�RICAL SPECIALTY co�� � TIGARD OREGON I EXCEPT ANY REQUIRED SPECIAL INSPECTIONS OR REPORTS, A-2 FLOOR R P LAN & DETAILS WHICH SHALL BE PAID FOR BY THE OWNER OR TENANT. ACCESSIBILITY: IGC/ANSI Alll.l - 2009 CONTACT: JOEY BURSON OR TRACY BATTLER FIRE CODE: 2010 OREGON FIRE CODE A-3 DETAILS o 3. NEITHER THE OWNER NOR THE ARCHITECT WILL ENFORCE' 503.705. 1960 SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR A-4 OUTLINE SPECIFICATIONS V SHALL DESIGN, INSTALL, AND MAINTAIN ALL SAFETY DEVICES OCCUPANCY CLASSIFICATION r AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING AFFECTED AREA: 1,0931 SQ. Ft. t ARC GA MILLER LLE R A TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH BLDG. TOTAL: 2,185 G.S.F. f RC H I T E CT U R E PC A-5 OUTLINE SPECIFICATIONS & STRUCTURAL CA L C S . • STANDARDS, LAWS, AND REGULATIONS. EXISTING OCCUPANCY CLASSIFICATION: VACANT - FORMER 'B' 4 'M' Occup. 141 DEL PRADO O 4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPOSED OCCUPANCY CLASSIFICATION: 'B' - NO CHANGE IN USE INTERIORS DRAWINGS (SEPARATE CONTRACT) Z THE TIMELY ARRIVAL OF ALL SPECIFIED FINISH MATERIALS, CONSTRUCTION TYPE: TYPE: ASSUMED Y-B, NOT SPRINKLED LAKE OSWEGO, OREGON 97035 EQUIPMENT AND ANY OTHER MATERIALS TO BE UTILIZED THE ON THE PROJECT. THE GENERAL CONTRACTOR SHALL NOTIFY OCCUPANCY SEPARATION, 503.636.7979 DEFERRED SUBMITTALS: m TRACTRCHITECT OFTHOSE I SPECIFIED WRITWI EMs 10 DAYS ONOTATE OF CON-BE READILY THE UNAFFECTED 5PACE(s) ARE CURRENTLY VACANT. IT 503.636.9898 (FAX) AVAILABLE AND SUBSTITUTE ITEMS OF EQUAL QUALITY AND IS ASSUMED FUTURE TENANTS WILL HAVE EITHER 'B' OR 'M' HVAC DISTRIBUTION DESCRIPTION. IF NOTIFICATION IS NOT RECEIVED BY THE OCCUPANCIES. IN SUCH CASE, NO OCCUPANCY SEPARATION CONTACT: GLEN MILLER '7 ARCHITECT, THE CONTRACTOR ACCEPTS RESPONSIBILITY WILL BE REQUIRED. ELECTRICAL FOR THE PROPER ORDERING AND FOLLOW-UP O>= SPECIFIED INTERIOR DESIGNER: THINKWORKINTERIORS LOW VOLTAGE cosi to THE OWNER, To INSURE AVAILABILITY of ALL SPEC- OCCUPANCY LOAD IFIED ITEMS SO AS NOT TO CREATE A HARDSHIP ON THE OWNER \ 3 a,. ■ NOR DELAY PROGRESS OF THE WORK THE AREA UNDER THIS PERMIT IS 1,093 SQ. FT. 5331 SW MACADAM AVE. SUITE 376 OCCUPANT LOAD FACTOR: 100 PER 055C TABLE 1004.12 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND GOND- TOTAL OCCUPANTS: 11 PORTLAND OREGON 97239 (� ITIONS ON THE DRAWINGS AND ON THE JOa SITE PRIOR t0 �� az 503.546.0505 EXECUTION OF ANY WORK, AND SHALL NOTIFY THE ARCHITECT MEANS OF EGRESS ` ` y OF ANY DISCREPANCY. CONTRACTOR SHALL BE RESPONS- CONTACT: DEB ORA SOUZA ISLE FOR ALL COSTS (NCURED DUE TO HIS FAILURE TO p0 SO. NUMBER OF EXITS REQUIRED: ONE NUMBER OF EXITS PROVIDED: ONE (o. SHOULD ANY CONDITION ARISE WHERE THE INTENT OF THE EXIT WIDTH PROVIDED: 36' DRAWINGS IS IN DOUBT, OR THERE APPEARS TO BE AN ERROR CMIN_ WIDTH REQUIRED Bib') ON THE DRAWINGS, OR WHERE THERE IS A DISCREPANCY BE- GEN . CONTRACTOR: TBDCOMMON PATH OF TRAVEL: LESS THAN IS FEET (SEE FLR PLAN) \\ 4 Fr TWEEN THE DRAWINGS AND THE FIELD, THE ARCHITECT LAND PER OSSC SECTION 10143 .,.... V ENGINEER WHERE APPLICABL ) SHA NOTIFIED S SOON E LL BE EDA N MAXIMUM DISTANCE TO EXITS: LESS THAN 200 FEET AS REASONABLY POSSIBLE FOR PROCEDURE TO FOLLOW. DO NOT (200' MAX.FOR SPRINKLED BLDGS.PER IBC TABLE 1016.2) SCALE THE DRAWINGS. \ Erik �• ALL REVISIONS MUST BE APPROVED IN WRITING BY BOTH , RESTROOM CRITERIA THE OWNER AND THE ARCHITECT PRIOR TO THE GONSTRUC- �. TION OF ANY DEVIATION IN THE SCOPE OF WORK TOTAL OCCUPANTS IN AFFECTED SPACE: 11 (SEE ABOVE) Y "" SEPARATE FACILITIES ARE NOT REQUIRED PER OSSC SEC. k 4 r E S. DIMENSIONS SHOWN ON THE PLANS ARE TO FACE, CENTER- 21302-2 EXCEPTION 2. ' N PROJECT LOCATION LINES, OR GRID LINES, UNLESS OTHERWISE NOTED OR DETAILED. �\ z 0 " SEE SHT. A-1 FOR : v.� 9. NO ADDITIONAL ROOF OPENINGS OR ROOF MOUNTED EQUIP- ENERGY CODE' - „ `\ � ., #r ACCESSIBLE PARKING/ENTRY MENT 1S ALLOWED YON WHICH IS SHO O BEYOND N WN N THESE PLANS, \`4 BLDG. ENVELOPE: NO ALTERATIONS TO THE BLDG. ENVELOPE CIF ANY) WITHOUT WRITTEN CONSENT OF THE OWNER_ EXCEPT NEW ENTRY DOORS AS NOTED, 10. PROVIDE FIRE EXTINGUISHERS WITH REQUIRED SIGNAGE AS REMOVE (E) DOOR E REPLACE W/ NEW WINDOW � � ,• , REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR DURING LIGHTING SUMMARY: SUMMARY PROVIDED CONSTRUCTION, PROVIDE A PORTABLE FIRE EXTINGUISHERPROVIDED ,� ,: : , \ s ;<„<,<:.:;.. •• �. ,:y� CITY OF TIGARD WITH TYPE A G ATI HVAC SUMMARY: BY HVAC CONTRACTOR $< \<F B, RATING ON THE JOBSITE. REVIEWED FOR CODE COMPLIANCE \ Yi 12. ALL EXISTING FACILITIES TO BE MAINTAINED IN-PLACEBY THE _ Approved: DRAFTSTOPPING 'ya f7„bY•� <y C`.f \\'•�+', "\.`�`\' 4 •v4x\�e .:fo j:\ - Y' k :,.\. CONTRALTO U - .� R UNLESS OTHERWISE SHOWN OR DIRECTED. GON r■sr 1 F : TRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO SUP- DRAFTSTOPPING IS NOT REQUIRED IN ATTICS OR CONCEALED ROOF PORT, MAINTAIN OR OTHERWISE PROTECT ISTIUTILITIES SPAG S SUCH THAT Y I ;:. .: f ` :, Permit E E E EX NG AND E HA AN HORIZONTAL AREA DOES NOT EXCEED . ' ': OTHER FACILITIES t t - 3 S ',. ..:,.,: ,�:::...:' � ;: ;;: .,� .: .�.:::, ,:.:.,,.: r4>. .:;�„> :. _. <� �::. ,,..:. r� ,: : Address. �. E 4 ALL TIMES DURING CONSTRUCTION. CON QUARE FEET 1711.43)OR EGlUIPPED WITH SPRINKLERS (11133 EXCEPTION) 4 :: ,,. ." .. \.. ..:.., , „'... �,:.... .:.k..: F... v �L TRACTOR S RA R HAL EXISTING F ti. L LEAVE X St N ACI ITI S I Q O \. �.. ,. f :., v : ,:., E YE E G L E N AN EQUAL R .. .:„ r.. .. Suite#. t \� \ \ r:"a ` ^ „ i r: ;\5\ is .ter BETTER-THAN-ORIGINAL CONDITION AND t0 THE SATISFACTION \ �.` , OF THE ARCHITECT/OWNER ACCESSIBLE UPGRADES \\\ 4 \„ � \ ) t + — Z ' B " Date: ' s Nn IN ACCORDANCE WITH OSSC SECTION 3411 AND ORS 447.241, 1z� ACCESSIBLE UPGRADES INCLUDE: rz ` � � 1. ACCESSIBLE PARKING SPACE DESIGNATION 2. ACCESSIBLE PATH FROM PARKING To ENTRY (CURB CUT) 3. ACCESSIBLE ENTRY, DOOR, HARDWARE. \` A :;'x �1�F „r 4.IMPROVEMENT5 FOR A MORE COMPLIANT RESTROOM. ADD- ITIONAL COSTS TO CREATE A FULLY COMPLIANT ACCESSIBLE RESTROOM WOULD EXCEED 25% OF THE CONSTRUTION COSTS PER ORS 441241 (2) �'j SITE PLAN / VICINITY MAP N SCALE: AS SHOWN ABBREVIATIONS 6 AT B.O. BY OWNER DWG. DRAWING GEN. GENERAL LT'G. LIGHTING REV. REVERSE T t G TONGUE AND GROOVE A.B. ANCHOR BOLT B.O.L. BOTTOM OF LINTEL DTL. DETAIL G.I. GALVANIZED IRON Lt. LIGHT RM. ROOM T.C. TOP OF CURB ACOUST. ACOUSTIC/ACCOU5TICAL CAB. CABINET D.S. DOWNSPOUT GL. GLASS MANUF./MFR. MANUFACTURER R RADIUS T.C.I. TILE COUNCIL INSTITUTE ADJ. ADJACENT CER CERAMIC D.F. DOUGLAS FIR GRD. GRADE MAS. MASONRY RD. RAIN DRAIN/ROOF DRAIN T.J. TROWEL JOINT/TOOL JOINT AGG. AGGREGATE CHARS. CHARACTERS EA. EACH GYP. GYPSUM MAT. MATERIAL R.O. ROUGH OPENING T.O.C. TOP OF CONCRETE ALT. ALTERNATE � CENTER LINE ELECT. ELECTRIC/ELECTRICAL G.B. GYPSUM BOARD MAX. MAXIMUM SCHED. SCHEDULE T.O.F. TOP OF FRAMING ALUM_ ALUMINUM GLG. CEILING EL./ELEV. ELEVATION/ELEVATOR G.L. GLU-LAM M.D.O. MEDIUM DENSITY OVERLAID SECT. SECTION T.O.M. TOP OF MASONRY ANDD. ANODIZED GLR CLEAR EQUIP. EQUIPMENT HC/HCAP. HANDICAPPED MECH. MECHANICAL SHT. SHEET T.O.P. TOP OF PARAPET APP. APPLICATIONS COL. COLUMN EQ. EQUAL H.C. HOLLOW CORE MEMS. MEMBRANE SHT'G. SHEATHING T.P. TOILET PAPER APPROX. APPROXIMATE/ GONG. CONCRETE EXIST. EXISTING HDR HEADER MEZZ. MEZZANINE SQ. SQUARE T.P.D. TOILET PAPER DISPENSER APPROXIMATELY GOND. CONDITION EXP. EXPANSION HD. HEAD MH. MANHOLE SQ. FT. SQUARE FEET T.S. TUBE STEEL ARCH. ARCHITECTURAL CONN. CONNECTION EXTING. EXTINGUISH/EXTINGUISHER HEX. HEXAGONAL MIN. MINIMUM SIM. SIMILAR TA.W. TOP OF WALL ASPH. ASPHALT CONST. CONSTRUCTION EXT, EXTERIOR H.C.M.U. HOLLOW CLAY MASONRY UNIT MOD. MODIFIED SPEC. SPECIFICATION UG. UNDERGROUND AUTO. AUTOMATIC CONT. CONTINUOUS E.E.S. EMERGENCY ELECTRICAL HORIZ. HORIZONTAL MTL. METAL STD. STANDARD U.B.C. UNIFORM BUILDING CODE AUX, AUXILIARY GOR CORRIDOR SYSTEM HR HOUR NOM. NOMINAL STL. STEEL U.O.N. UNLESS OTHERWISE NOTED AFF. ABOVE FINISHED FLOOR CU. CUBIC E.J. EXPANSION JOINT HT. HEIGHT NO. NUMBER STOR STORAGE YEN. VENEER AN.S.I. AMERICAN NATIONAL C.F.M. CUBIC FEET PER MINUTE E.W. EACH WAY H.B. HOSE BIBS N.I.G. NOT IN CONTACT STRUCT. STRUCTURAL VERT. VERTICAL STANDARDS INSTITUTE C.I. CAST IRON FDTN. FOUNDATION H.M. HOLLOW METAL OPG. OPENING SUSP. SUSPENDED Y.G.T. VINYL COMPOSITION TILE BD. BOARD C.J. CONTROL JOINT FIN. FINISH H.V.A.C. HEATING VENTILATION AND OPP. OPPOSITE SYS. SYSTEM W/ WITH BIT. BITUMEN C.M.U. CONCRETE MASONRY UNIT FIXT. FIXTURE AIR CONDITIONING O.C. ON CENTER S. AND S. STAIN AND SEAL WD. WOOD BLDG. BUILDING C.R COLD ROLLED FL. FLOOR IN. INCH PERF_ PERFORATED S. AND V. STAIN AND VARNISH WIN. WINDOW BLK. / BLK'G. BLOCKING 0 OR DIA. DIAMETER FT. FOOT INSUL. INSULATION PLYW'D. PLYWOOD S.G. SAW CUT/SOLID GORE WP. WATERPROOF BM. BEAM DBL. DOUBLE FTG. FOOTING INT. INTERIOR P.B. PARTICLE BOARD S.D. 50410 DISPENSER WT. WEIGHT BOT. BOTTOM DEPT. DEPARTMENT F.E.C. FIRE EXTINGUISHER CABINET JT. JOINT 1E PROPERTY LINE/PLATE S.M. SHEET METAL W. WIDTH BSMT. BASEMENT DIM. DIMENSION F.O.F. FACE OF FINISH JST. JOIST P.T. PRESSURE TREATED S.S. STAINLESS STEEL W.C. WATER CLOSET BTWN. BETWEEN DISP. DISPENSER F.O.S. FACE OF STUD KIT, KITCHEN P.T.D. PAPER TOWEL DISPENSER TEMP. TEMPERED W.F. WIDE FLANGE BUR BUILT-UP ROOFING DN. DOWN GALV. GALVANIZED LAM. LAMINATED REINF. REINFORCED/REINFORCING THK THICK B.C. BOTTOM OF CURB DR DOOR CSA. GAUGE LAY. LAVATORY REQ. REQUIRED TYP. TYPICAL File: 140-1-42 Coversheet.dwg Date/Time: November 18, 2014 2:23 FIM Scale: 1=1 XreFs: i` (� VERTICAL SURFACE (WHERE OCCURS) 2' (EXPANSION JT a VERT SURFACES) w SURFACE TEXTURE- , a � D D SEE DWGS 4 SPECS I , �A .�4�I���F .V I/2' THK SEALER I � EM EM I J J J J J J J J J J J J J <, CONTROL JOINT SEE SITE PLAN 141 DEL PRADO 7 I I LAKE OSWEGO, OREGON 97035 EXPANSION JOINT , I ......... _ -- _ _ 503.636.7979 w FILLER I 503.636.9898 - FAX 99 len® amiIlerarchitecture.com ` I , CONSULTANTS I I A-1 5CALE:HALF-SIZE I , I I I (NERAL CONTRACTOR lop 1/4' TEMPERED GLASS I I FUTURE LEASE SPACEAREA OF WORK THIS SIDE I THIS SI OQ DE Z EXTERIOR INTERIOR LU U�4 NEW ENTRY DOOR 4 METAL THRESHOLD SET U iN MASTIC BED- PEMKO OR APPROVED , G, A :MIL 0 X (ADA COMPLIANT) I Q0 4 - _ -- m_.-_ ___._ -------_ ..................... .-- ---- --.-._................ LAf4E i1S�1+E� �REG�18 2X P.T. WOOD SPACER - VERIFY iF EXISV* OF 0 SLOPi= .� I GONG. SLAB .a 4 I I 4 THE CRANE MAT CO, BLDG. b vv I 8905 SW COMMERCIAL ST. 2 STORNFRONT DOOR SILL TIGARD, OREGON A-1 3..=1'-O" XREF(S):--- Z J J J J J J J J J J J J J II HANDICAP PARKING SIGN � � OWNER- 0125' WNER .0125' ALUM. HEIGHT 4 WIDTH As REQ'D BY STATE THE CRANE MAT COMPANY LABEL 'VAN ACCESSIBLE' � `�, � NOTE: MOUNT SIGNAGE 2 A-1 z TIGARD, OREGON ON BUILDING IN FRONT A-1 I OF PARKING STALL IF PERMITTED BY LOCAL JURISDICTION I EXISTING ENTRY ENTRY DOOR DR. TO REMAIN (MATCH ADJ. DR STYLE) 3 �/ L - - - - - - - - - - - - - - - -- - - - - - - -- - - — — — — — — — — — — —— —— — — — — — �Y Q z 2 O D. GAL V. STEEL POST 1 jL ��.� � .:{ � 9 - xn{y �g k 1t4 P 5 SET iN 12',0 CONCRETE COLLAR a0 x 30' DEEP. CENTER AT PARKING STALL ---- ---- ;T--- - 77 (E) ROOF OVERHANG FIN. GRADE (E) EDGE OF WALK Z � NEW TIRE STOP - RA P UP60 �12 M 1/2' MAX. TRANSITION — FOR LOCATIONS SEE SITE PLAN (SECURELY ANCHOR t0 REMOVE (E) CURB f- _. . uu 4 X MARK DATE DESCRIPTION A-1 XREF(5):--- 1 U — — — — JOB NO.: 1407-42 FILE: 1407-42 A-1 BY: .............................. BACKGROUND € I I PLAN CHECK N0. _._ ..........:r::::::-------===-- PERMIT NO. _-_._-.-- .............-------__ 3' STROKE WIDTH, TYP. ........_- _.._-.-..._.._. _.-___---. _. -_-__-_.-.. ____ _ .__ _..-. __..__ ___._ -.- DATE: OCTOBER , 2014 aD .................... ®copyright 2014 GA MILLER ARCHITECTURE PC C4 TI TLE _--- :- EXISTING PARKING TO REMAIN SITE PLAN & DETAILS :........ ........... CITY OF TIGARD -- NEW ACCESSIBLE __.. - _....�._... Approve by Planning PARKING= SPACE Date: 24' Initials: NEW ACCESS AISLE— PAVEMENT MARKING BACKG=ROUND: OPTIONAL: BLUE, RETRO-REFLECTIVE PAVEMENT MARKING STENCIL: WHITE. RETRO-REFLECTIVE. VERIFY GROSS SLOPE IS 1:50 (2go) MAX. TRUE NORTH PLAN NORTHAm 1 4 ACCUSS115L.0PARKING VTOMMOL �1"I'� PI-AN A-1 N.T.S. XREF(S):--- � 1/4"=1'-0" XREF(S):1401-42 5DO-C N A-1 All concepts, designs, arrangements, and data indicated on these documents are the property of G. A. Miller Architecture PC and were created, evolved, and SKEET OF File: 1401-42 A-1 Site Plan.dwg Date/Time. November 18, 2014 2:74 PM Scale: 1=48 Xrefs: developed for use on, and in connection with the specified project. None of such ideas, designs, arrangements, or data shall be used by, or disclosed to any person, firm, or corporation for any purpose whatsoever without permission of G. A. Miller Architecture PC. EXISTING WALL OR PARTITION TO REMAIN < NO WORK THIS AREA AFFECTED AREA NEW 3 5/VMTL STUD PARTITION(MATCH EXIST4 WIDTH)0 24'O.C.MAX EXCEPT SHOWER RM. ' > 100 --------------- ----------------------- F — — — — — — — — — — — — — — — — — — — — — — — —— —— —— — — — — —— — — —— — — — — — — — — — — —— — — — — —— — — — — — — —— — — — — — — ......................................... EXISTING WINDOW TO REMAIN ------------- ----------------------- lu EXISTING WALL OR PARTITION TO 5E REMOVED --—--------------------------------------------------------- ;I r4, An rn RESTROOM, EM E110 TYP. EXISTING SINK OR WASH BOWL TO BE REMOVED 'N I (E) ELECTRICAL METERS 2 EM _j I j j j j j j j j j j j 4 n A-3 141 DEL PRADO 105 I:�j PRIVATE OFFICE LAKE OSWEGO, OREGON 97035 J, ---------------- .. . ...................... ------I——--- .1 2 ............... 503.636.7979 NEW FIBERGLASS WINDOW 3 A-2 503.636.9898 - FAX EXISTING DOOR TO REMAIN MATCH (E) WINDOW SILL 4 HALL HWH 4 HEADER HEIGHTS. FIELD VERIFY ALL DIMENSIONS, 2 CONSULTANTS 5 INSTALL IN ACCORDANCE W/ - - ------ -- -- ------ ....... --- MFR. INSTRUCTIONS. MFR.: MILGARD OR APPROVED. H: ----------------------- ------------------- ...... ------- ............. '!ii_ _,, - : 3 U_- A ............... PAINT FRAME TO MATCH NEW DOOR ...... ..... (E) WINDOW FRAMES CLOTHES H06rS C4 J N, ---------- 41-61 TY10. EXISTING DOOR TO BE REMOVED F61 ADA COMPL[ANT \eA-2/ SHOWER OPEN OFFICE GENERAL CONTRACTOR. SERVER ................................... F 7] ............. - ------- ----- - ------ ---- ICLMOOR 10L.AN NOTE LACOOND EXISTING FIRE EXTINGUISHER, VERIFY EXPIRATION DATE 4 REPLACE IF NECESSARY. RELOCATE IF DIRECTED BY FIRE MAP-SHALL. RELOCATE EXISTING 100 GALL. GAS WATER HEATER 4 REQUIRED VENTING 97 (PER ALL APPLICABLE CODES). X LU STUDS OR AS REQ,D, FINISH ENCASE (E) ELECTRICAL PANEL W1 21/2' MTL r3] W/ 5/8' W.R. GYP. 5D. (FAINTED). PRovir.>E ACCESS DOOR W/ MOISTURE KITCHEN ---------------------------------- ENT ANY MOISTURE FROM PENETRATING THE NEW ENCLOSURE. SEAL TO PREVENT 103 OPEN OFFICE G A , IL L [-4] PROVIDE 3O'x48' CLR_ FLOOR SPACE AS SHOWN (MIN.) ............ ............. ---------- --------_----------- ........... OSWE REGON G , F-5i EXISTING ELEC. PANEL TO REMAIN. VERIFY ALL EXISTING AND NEW CIRCUITS AND MODIFY AS REQUIRED FOR AFFECTED SPACE 4 NON-AFFECTED SPACE. OPEN OFFICE GEM F6_] A.D.A. OMPLIANT SHOWER SPECIFICATIONS: OF 0 MFR.:'AMERICAN REIFORCED PLASTICS (OR APPROVED) TACOMA, WA. 253-`322-5808 MODEL. 5-3842-BFL DESCRIPTION; 36" (INSIDE DIMENSION) BARRIER FREE SHOWER STALL, CENTER DRAIN, 2-WALL L BAR INSTALLED. OFFICE CONSTRUCTION: SANITARY GELCOAT REINFORCED FIBERGLASS, PRE-LEVELED BASE. F1 0-7 THE CRANE MAT CO, BLDG. F7-] SERVER ROOM. VERIFY ALL ELECTRICAL, DATA, HVAC, LIGHTING, 4 REFER TO INTERIOR DRAWINGS FOR WALL HEIGHT 4 SPECS. 8905 SW COMMERCIAL ST. SOUND-PROOFING WITH OWNER REMOVE SECTION OF EXIST'G. LOAD-BEARING WALL. VERIFY EXACT WIDTH TIGARD, OREGON F8� W/ SHOWER DIMENSIONS AND sPEr,IF-ir-AT IONS. INSTALL NEW 4x8 HEADER ON (2) 44 POSTS. ENTRY 100 REFER TO INTERIOR DRAWINGS A-2 FOR ALL ELEC./DATA/C0MMUN- ICATIONS LOCATIONS AND SPECS. j j j j j j j j j _j _j J j OWNER- CONF. CRANE MAT COMPANY 1101 .........71:- THE INM TIGARD, OREGON ............... ........... - -- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- -- -------- Poor- OVERHANG--' EDGE OF WALK CRANE Ma . . g1d NOTE: REFER TO SHT. A-1 MARK DATE DESCRIPTION 50'-0' (EXISTING) FOR SITE WORK JOB NO.: 1407-42 FILE: 1407-42 A-2 BY: Joe PLAN CHECK NO. PERMIT NO. ............. ............. DATE: OCTOBER 2014 L 31 Soap Dish 301 x 4'Grab Bar (D copyright 2014 GA MILLER ARCHITECTURE PC W (D SHEET TITLE 3' FLOOR PLAN & DETAILS t 3 1j, ism. �D� DR4N A J'Trrwhold Hs#k J*Lip PLAN ELEVATION ELEVATION TRUE NORTH PLAN NORTH 1 A�2 SHOWme ralevo4or IONS 2 FLOOR PLAN 1/4"4-0" xfREF(s):--- 1/4%l'-0-1 XIREF(5):1401-42 5DO-C A-2 A-2 All concepts, designs, arrangements, and data indicated on these documents are the property of G. A. Miller Architecture PC and were created, evolved, and SHEET OF r\ jr File- 1401-42 A-2 Floor Plandw53 Date/Time: November 18, 2014 2:26 FM Scale: 1=48 Xrefs- developed for use on, and in connection with the specified project. None of such ideas, designs, arrangements, or data "ll be used by, or disclosed to any person, firm, or corporation for any purpose whatsoever without permission of G. A. Miller Architecture PC. (2)25ga STUDS EA WAY 0 61-01 O.C. MAX - ANGLE OF STUD NOT TO EXCEED 45' FROM CEILING PLANE - ATTACH STEP 1: INSTALL SILL FLASHING MEMBRANE AT < TO STRUCTURE W1 (2) 010 TE< SCREWS BOTTOM OF OPENING, STAPLE ALONG TOP r=DGr= 3/a' FROM TOP OF MEMBRANE .All A ONLY A NJ I IN 1 1 SEE r4 r4, WHERE OCCURS,MOUNT THERMOSTAT DIRECTLY BESIDE LIGHT SWITCH FINISHED CEILING, SEE R.C.P. SWITCHES 25 ea GALV. HEAD TRACK W/ 141 DEL PRADO (2) 010 x 1/2' Tr=K SCREWS 6 24' O.C. t N�l 0 T-STAT. LEAVE 50TTOM EDGE UNATTACHED FOR LAKE OSWEGO, OREGON 97035 9 MIN. WATER RESISTANT BARRIER INSTALLATION TO GO LOCK/LATCH SET • UNDERNEATH FLASHING 4 0503.636.7979 -'; O 503.636.9898 - FAX c3len@gam111erarr-hitecture.com or 5/8' GW5 EA. SIDE CONSULTANTS Z ZN V VMIN, L 12' MIN. PP.. - : STEP INSTALL JAMB FLASHING AT SIDES OF OPENING, TWO ROWS Or- DUPLEX RECEPTACLES, PHONE • LEVERS FOR EXIT DEVICES, LATCH- STAPLES, DO NOT STAPLE BELOW AND DATA RECEPTACLES SHALL SETS, AND LOCKSIETS SHALL BE CENTERED 25 ga. METAL STUDS ROW OF STAPLES AT SILL FLASHING 24" O.C. MAX. PROVIDE BE MOUNTED WITH BOTTOM OF THE AT SAME DIMENSION ABOVE THE FINISHED OUTLET 0 1'-3' AFP. UNLESS OTHERWISE FLOOR U.O.N. SOUND INSUL. 6 REST- GENERAL CONTRACTOR NOTED. ROOM WALLS HILTI 'X-C' MX POWER-DRIVEN LEAVE BOTTOM EDGE UNATTACHED FOR FASTENERS ENERS a Iro I O.C. (41 WATER RESISTANT BARRIER INSTALLATION TO GOO.C. MIN.) W/ I' EMBEDMENT UNDERNEATH FLASHING 'rfo- MO��� ING HNIGHTS PER ICC-ES CRITERIA, TYF. OA-3 1/74-0" XREF(5):--- NOTES- HOLD GW5 3/8*-1/2' ABOVE CONC. FLASHING TO BE A COATED VAPOR CONC. S.OjG. (VERIFY) BARRIER PRODUCT GRADE A OR B. PROVIDE R-21 BATT INSUL. W1 VAPOR BARRIER - THIS PROCEDURE FOR NAIL-FLANGE IN STUD CAVITY IF NOT EXISTING TYPE WINDOWS ONLY. NAILING FLANGE *0 12' MAX. MUST BE CONTINUOUS AND INTEGRAL WITH WINDOW FRAME. SHEATHING �e GVMIL IrYP. PARTITION 081� G. SECTiON' A-3 (V3 -11-011 XREF(5):--- .311 [AKE0SWEG4,NEG0N I' x WOOD TRIM 5 FLAW" ING/544RR I MR Sra(MUNNOR OF N.T.S. XREF(5):--- A-3 oeo_ FLEXIBLE SELF-ADHEARING 12ga VERT. WIRE SUPPORTS FLASHING MEMBRANE 6 4'-Ol O.C. E.W. TO MAIN STEP 3: INSTALL 'NAIL-ON' WINDOW STRETCH FLEXIBLE RUNNER 4 a 8' MAX. FROM WALL NOTE: INSPECT NAILING FINS FOR PERIMETER WALLS (MIN. 3 TURNS) -ADHEARING FLASHING THE CRANE MAT CO, BLDG. SELF DAMAGE BEFORE AND AFTER MAX. WMAX. MEMBRANE OVER CORNER. INSTALLATION -R: SIGA - PRODUCT: 'WIGLUV' mr 3 TURNS MIN. ARMSTIRONG CONTACT SCOTT MIZEE: 1-'311-303-5035 'HEAVY 8905 SW COMMERCIAL ST. UTY, 1Z GRID W1 2' IT 15 RECOMMENDED THAT A FLASHING MEMBRANE ILL WALL ANGLE,TYP. TIGAR D, OREGON SEALANT BE APPLIED TO THE BACK SIDE OF THE WINDOW FINS. VERTICAL STRUTS 6 I2'-01 THIS 15 NOT A PART OF THE WATER RESISTANT BARRIERS) EA. WAY 4 6'-0' O.C. MAX. STUCCO CONTRACTOR SCOPE Or- TO SLIP UNDER SILL FLASHING 45' PERIMETER WALLS. WOW.,. IT 15 THE RESPONSIBILITY MEMBRANE 45' 1/2'EMT CONDUIT UP TO 5'-10' OF THOSE INSTALLING THE WINDOWS. 3/4' EMT CONDUIT UP TO I' MFR: SIGA, F'RODUCT. MAJVEST 1 EMT CONDUIT UP TO 13SINGLE 'A' ATTACHED WALL '-c 3' 4 WIGLUV 60 TAF`r= a SEAMS 15/8' MTL. STUD (20 ga)UP TO IT-O' ` / ICONTACT SCOTT MIZEE: 1-1311-303-5035. 13ACK-TO-DACK 150 MIL$10(20 ga)LP TO W-O' OWNERI NOTE: INSTALL NEW FIBERGLASS WINDOW ASSEMBLY IN STRICT 4 WAY, 4-12ga DIAG. 71,. f 1FACCORDANCE WITH MFR'S. WRITTEN INSTRUCTIONS 4 APPLICABLE BRACING WARES WITHIN 4'-0' THE CRANE MAT COMPANY CODES. FAINT EXTERIOR TO MATCH OTHER WINDOWS. VERIFY 45' OF WALLS TO MAIN RUNNER ' INTERIOR FINISH WITH OWNER 45WITHIN 2' OF THE INTERSEC- TION OF A MAIN RUNNER 4 a,M TIGARD, OREGON 1V MIN. USE THIS DETAIL ONL YIFAPPROVED BYMFR FOR A64IL-FIN STYLE A CROSS RUNNER (MIN. 3 WINDOWS. ARMSTRONG TURNS) 4 SPLAYED 130* 'HEAVY DUTY' FROM EA. OTHER 0 AN %4 MAIN RUNNER ANGLE NOT TO EXCEED 45' DONOTAPPIt YSEALANT TOBACKS/DE OFWINDOW BOTTOMNAIZINGFIN. CROSS RUNNER FROM THE CEILING PLANE. 2- P`ROVIDE R-21 BATT INSUL. W1 VAPOR 5ARRIER SUSPENDED CEILING TO BE IN STUD CAVITIES INSTALLED PER OSSC SECTION 803,808, p. I C"RANE 51EF.k..INSTALL HEAD FLASHING MEMBRANE SECTION 1613.11, ASCE 1-05 SECTION r OVER TOP OF WINDOW FLANGE 13B.6, AND NORTHWEST WALL 4 4 PIRLD INSTALLSO $ILL PAN KAwm Co. '5' UNATTACHED WALL CEILING BUREAU DOCUMENT 401 N.T.5. XFREF(5):--- 3 � /,i A-3 'SUSPENSION SYSTEMS FOR ACOUSTICAL 5i / t //`. / ,n LAY-IN CEILINGS SEISMIC DESIGN CATAGORIrz8 Dr= 4F NOTES: NOTES: IF A WINDOW HEAD METAL FLASHING1. THIS DETAIL APPLIES TO CEILING AREAS EXCEEDING 1,000 50. FT. 3 ` O 16 REQUIRED INSTALL IT OVER THE WINDOW 2. SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO HEAD FLASHING MEMBRANE,AND PLACE THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN THE WATER RESISTANT BARRIER OVER THE LOAD OF OF NOT LESS THAN 200 L55. OR THE ACTUAL DESIGN LOAD, FLANGE OF THE METAL FLASHING.FLASHING WITH A SAFETY FACTOR OF 2, WHICHEVER 16 GREATER. TO BE A COATED VAPOR BARRIER 3. PROVIDE ALL LATERAL BRACING PER ALL APPLICABLE CODES AND DRAWINGS FOR THE PRODUCT, GRADE A OR B. SUSPENDED CEILING, LIGHT FIXTURES, MECHANICAL DUCTWORK, AND ANY OTHER ASSOCIATED ITEMS CONNECTED TO OR ABOVE THE SUSPENDED CEILING SYSTEM. I MARK I DATE DESCRIPTION "iQUNNOR 2 CR 1 L 1 NG BRACE 00TA I L JOB NO.: 1407-42 A-3 N.T.S. XREF(5):--- A-3 N.T.S. XREF(W:--- FILE: 1407-42 A-3 BY: DOOR SCHEDULEPLAN CHECK NO. 00ORif RAME SCI-EDULE NOTES: PERMIT NO. DOOR FRAME DETAILS HARDWARE REMARKS 1. DOOR To HAVE A SIGN THAT READS 'DOOR TO REMAIN UNLOCKED WHEN BUILDING 18 OCCUPIED DATE: OCTOBER , 2014 MARK TYPE MAT'L SIZE THK FIN TYPE MAT'L FIN HEAD JAMB SET 2. EXISTING HARDWARE TO REMAIN, VERIFY WITH OWNER ANY ADDITIONAL HARDWARE REQUIRED OR IF NEW HARDWARE 16 REQIZ)EXTERIOR0®copyright 2014 GA MILLER ARCHITECTURE PC I 100 Y-0'x 0-8'EXTERIOR MATCH EXIST'G. MATCH MSTa MATCH EXISM MATCH EXIST'a MATCHEXIST'a MATCH EXIST'a MATCH EXISTa A SEE NOTE M.MAX.U-VALUE-0.80 3. UNDERCUT RESTROOM DOORS 3/4 . 4, PROVIDE NEW PRIVACY LOCK SHEET TITLE lor; FLUSH VENEERED SOLID CORE WD. 3'-Ox &'-8' 13/4' PRE-FIN. KD. TIMELY SCIOI FACTORY I/A2J I/A2.1 A (o. IF SPECIFIED, PANIC DEVICE SHALL BE VON DUPRIN '99' SERIES OR APPROVED. PROVIDE A.D.A. COMPLIANT THRESHOLD loci FLUSH VENEERED SOLID CORE WD. V-0 x 13/4' PRE-FIN. K.D. TIMELY SCIOI FACTORY I/A2J 1/A2.1A 1. DOORS, FRAMES, AND HARDWARE PROVIDED BY OWNER, INSTALLED BY G.C. DETAILS 110 FLUSH VENEERED SOLID CORE WD. V-O x 6'-8' 13/41 PRE-FIN. KD. TIMELY SCIOI FACTORY I1A2J I/A2.1 5 SEE NOTES 3,4,1 HARDWARE SCHEDULE MARK QTY ITEM MANUFACTURER MODEL NO FINISH REMARKS A 11/2' PR BUTT HINGES STANLEY FW 119 4V2 x 4112 6113 1 LATCH SET SCHLAGE RHO 105(PASSAGE SET) rVIS PROVIDE PRIVACY INDICATOR LOCK I CLOSER SARGENT 1230 SERIES 6113 2 <ICK"OP PLATE ROCKWOOD IcJ'x34' J25 Ibis Am3 I WALL STOP GLYNN JOHNSON WBII 619 3 DOOR SILENCER GLYNN JOHNSON GJ64 15 1 1/2' PR BUTT HINGES STANLEY F55 119 41/2 x 41/1 619 1 LOCK SET SCHLAGE RHO D50PD 903 I WALL STOP GLYNN JOHNSON W511 6113 3 DOOR SILENCER GLYNN JOHNSON GJ64 All concepts, designs, arrangements, and data indicated on these documents are the property of G. A. Miller Architecture PC and were created, evolved, and SHEET OF developed for use on, and In connection with the specified project. None of such ideas, designs, arrangements, or data "it be used by, or disclosed to File: 1401-42 A-3 Detallsdw!@ Date/Time: November 18, 2014 2:21 FM Scale: 1=48 Xrefe: any person, firm, or corporation for any purpose whatsoever without permission of G. A. Miller Architecture PC. DIVISION Ol -- GENERAL REQUIREMENTS 09 21 16 GYPSUM BOARD ASSEMBLIES PAINTING 09 91 00 01 25 00 -- PRODUCTS AND SUBSTITUTIONS PART 1 -- GENERAL PART 1 -- GENERAL GENERAL 1.1 WORK Refer to Part I - General under Division 09110 1.1 REQUIREMENTS 1.1 SUBMITTALS A. Provide products from one manufacturer for each type or kind as applicable. Provide secondary A. Provide everything required to complete the work as shown on the Drawings and specified herein. A. Provide manufacturer's specifications and other data to prove compliance with specified requirements.materials as recommended by manufacturers of primary materials. 12 QUALITY STANDARDS B. Following selection of colors by the Architect, submit samples For the Architect,s review. Provide samples of each color andloss For each material. Samples shall be on the material the finish is specified B. Provide products selected or approved equal. Products submitted for substitution shall be submitted A. Provide experienced, well-trained workers competent to complete the work as specified. to be applied. Samples she 1 be approximately 8' x 10' in size. Do not start finish painting until samples .w�' �o�" with acceptable documentation, and include costs of substitution including related work B. Unless approved by the Architect provide all related products and accessories from one are approved and available at ,job site. C. Conditions for substitution include: manufacturer. A�� FQ4- ; rl An 'or equal' phrase in the specifications. 12 JOB CONDITIONS �.� .� C. All work shall comply with manufacturers instructions and governing building and safety codes. A. Strictly follow paint manufacturer's requirements as to temperature, humtdit , and condition of work surfaces. Specified material cannot be coordinated with other work y p q p y Specified material is not acceptable to authorities having ,jurisdiction. 13 MATERIALS HANDLING PART 2 -- MATERIALS J J J J J J J J J J J J J Substantial advantage is offered Owner in terms of cost, time, or other valuable consideration. A. Provide all materials required to complete the work as shown on Drawings and specified herein. 2.1 PAINT AND RELATED MATERIALS D. Substitutions shall be submitted prior to award of contract, unless otherwise acceptable. Approval of s, 141 DEL PRADO shop drawingproduct data, or samples is not a substitution approval unless clearly presented as a B. Deliver, store, and transport materials to avoid damage to the product or to any other work. Return A. Provide all materials and tools required For the work substitution s, the time of submittal. any products or materials delivered in a damaged or unsatisfactory condition. Materials and products B. Paints shall be as per paint schedule LAKE OSWEGO, OREGON 97035 END OF SECTION delivered will be certified by the manufacturer to be as specified. Interior: 503.636.7979 C. Store materials in a safe, secure location, protected from dirt, moisture, contaminants, and weather. Drywall and plaster: Latex primers acrylic latex (eggshell) 2 coats except at otherwise noted. OI 26 63 -- CHANGE ORDER PROCEDURES 503.636.9898 - FAX IA PRECONSTRUCTION AND PREPARATION Drywall and plaster (high performance): Latex primert polychromatic vinyl copolymer. PART 1 -- GENERAL Drywall and plaster (Davy duty): Latex primert water-based epoxy, 2 coats. glen®gamlllerarchitecture.com 1.1 SUMMARY A. Examine and verify that job conditions are satisfactory for speedy and acceptable work Confirm A. Changes in the work ma be required which will be authorized b a Change Order. there is no conflict between this work and governing building and safety codes. Confirm there are no 2.2 MATERIALS -- LIMITATIONS ON USE CONSULTANTS g y q y g o s work has comp conflicts between this work and work of other trades. Confirm that work of other trades that must A. Undercoat must be from the same manufacturer as the finish coat. ThInners must be as recommended B. Change Orders, signed by the Owner and Architect, authorize changes in the work will include precede this hbleted. Meet all requirements to secure any applicable warranty. by the paint manufacturer and used only as recommended. the undercoat, finish coat and thinner are equivalent changes to the Contract Sum and/or Time of Completion. Integrated parts of a total paint finish. C. Change orders will be numbered in sequence and dated. B. Notify Architect when work is scheduled to be started and completed. B. 15o not use latex primer on bare wood. Do not use alkyd primer on gypsum board. Apply primer or D. A request for estimates for possible changes is not a Change Order or a direction to proceed with the PART 2 -- MATERIALS sealer to knots and pitch pockets on wood that is to be painted. proposed changes. That can only be authorized through a signed Change Order. 23 MATERIALS DELIVERY AND STORAGE 2.1 GYPSUM WALLBOARD A. All paint materials shall be delivered new, in labeled, unopened containers. Material quality shall be END OF SECTION A. Gypsum wallboard shall be manufactured by: UGS or approved. verified as necessary by onsite or laboratory tests. 01 30 00 -- ADMINISTRATIVE REQUIREMENTS Provide boards in 8 foot or other lengths to minimize construction Joints. B. Do not use mixed brands or partial substitutions. Have materials delivered in a timely sequence as B. Gypsum wallboard shall be as per Federal Specification 55-L-30D, in 48' widths. required to expedite the work flow. Store all paint materials with ample ventilation, in fire-protected GENERAL CONTRACTOR PART I -- GENERAL C. Use types and thicknesses specified below except where shown otherwise in the Drawings. space, secure from damage. Keep paint storage areas clean and clear of spilled material,empty containers, rags and scrap. 1.1 SUMMARY Standard wallboard: type 111, Grade R, Class 1, 5/8' thick 2.4 APPLICATION EQUIPMENT A. Provide administrative coordination of all work including trained, qualified employees and Fire-retardant wallboard: type 111, Grade X, Class 1, 5/8" thick A. Use painting tools and equipment only as recommended by the paint manufacturer. Prior to work, subcontractors, and supervisory personnel, and construction trades when required by Provide seals for sound at: Floor plates, top plates, connection to adjacent walls/pilasters/columns, and verify that proposed equipment is compatible with material to be applied. the Architect. a II cutouts. 2.5 WORKING CONDITIONS C. Submit payment request procedures. 22 METAL TRiM AND ACCESSORIES A. Maintain a proper work environment, dry, clean, well ventilated, free of airborne construction dust, D. Provide to the Architect and post at the construction site, a phone and address list of individuals to be well lighted, in temperature and humidity ranges required by paint manufacturer. Keep humidity low contacted in case of emerggenc,. A. Metal trim: Zinc-coated steel 26 gauge min., as per Federal Specification QQ-S-115, Class d or e. enougi to prevent moisture condensation on work surfaces. Never apply paint to damp or wet surfaces. E. Maintain and update recorcFdrawings and specifications as work progresses. Submit a complete, B. Casing beads: Channekshapes with exposed wing, and concealed wing not less than 1/8' wide. 2.6 MATERIALS PREPARATION updated set of record documents upon conclusion of the work C. Corner beads: Angle shapes with wings not less than 1/8' wide: Perforated for nailing and ,joint A. Handle and mix paint materials strictly according to manufacturer's instructions. Store paint materials F. Keep all work clean and well protected from dirt, weather, theft, and damage. treatment. Or use paper/metal combination bead suitable for Joint treatment. in tightly covered containers when not in use. Maintain paint storage and mix containers clean and free dirt or paint residue. G END OF SECTION D. Edge beads at ceiling perimeter: Angle shapes with wings 3/4' wide minimum. 2.1 SURFACE PREPARATION Concealed wing perforated for nailing, exposed wing edge folded flat. A. test areas with paint, and match dried paint to approved color and texture samples. Keep color 01 50 00 -- TEMPORARY FACILITIES samples on hand, and use them continuously for comparisons. G MIL , 23 JOINTING B. Prepare and clean working surfaces as per paint manufacturer's Instructions. Remove or protect items PART 1 -- GENERAL attached to work surfaces which are not to be painted After painting in each area, reinstall removed • �+ A. Jointing system with reinforcing tape and compound as supplied or recommended by the gypsum p p 9 1.1 REQUIREMENTS items usingworkers competent in the related trades. Remove oil and grease with clean cloth. Cleanin Li+K t�SWEG ,OREGON . wallboard manufacturer. must not cntaminate adjacent freshly-painted surfaces. Cleaning solvent must meet safety standards 0 A. Provide tem orar services and utilities, including unlit costs, for all services required for construction. 2 4 FASTENINGS governing g y p y g y q overnin building and safet codes. B. Provide construction facilities, including protected storage for building materials. A. For gypsum wallboard attached to metal framing and channels: Flat-head screws, 1' long minimum. C. Clean wood of dirt, oil, and any other material that may interfere with painting. Sand exposed wood y q C. Provide construction access road and walkwa s as required. to smooth uniform surface. Do not paint wood having moisture content of 12% or higher. Measure D. Provide security and protection requirements including fire extinguishers as required by the local Fire Self-tapping threads and self-drilling points. Specifically designed for use with power-driven tools. moisture content of wood with an approved B. For moisture meter. t Marshal, site enclosure fence, barricades, warning signs, security lighting, building enclosure, locking, gypsum wallboard attached to wood: 1-1/4' type W bugle-head screws. PART 3 -- APPLICATION security, and pest control. Alternate: Annular ring nails complying with ASTM C514. 3.1 PREPARATION AND COORDINATION E_ Provide personnel support facilities including field office if required by the Architect, sanitary Nail sizes as required by governing building code. A. Handle and store materials as per manufacturer's instructions. Remove or fully protect adjacent or facilities, and drinktproject ng Jstar. g g p y related work that might be marred by painting. THE CMNE MAT CO, BLDG. F. Install and maintain ro ect Identification sign as designed and provided b the Architect. PART 3 -- CONSTRUCTION AND INSTALLATION B. Touch up and repair any damaged shop-applied prime coats. Touch up bare areas prior to start of 3.1 PREPARATION Finish coat application. Finish coat materials must be compatible with prime coats. Review other END OF SECTION Sections of these a edges of r determine prime coatings on various materials. Do not allow paint gg05 SW COMMERCIAL ST. A. Preparation and coordination: Install blocking and backups to support all edges of wallboard. Verify gaps or overlaps wedges of hardware, fixtures, or trim. 01 10 00 -- CONTRACT CLOSEOUT that wood framing to receive wallboard is dry and not subject to shrinkage. 32 PAiNT APPLICATION GENERAL B. Keep wallboard materials dry and protected from moisture. Store wallboard materials so they are A. Mix and apply materials strictI4 as per manufacturer's instructions. Apply paint to thoroughly cover TIGARD OREGON 11 SUMMARY protected from damage to surfaces and edges. Maintain interior work environment closed in, not undercoat, and do not allow show--through, lap or brush marks or any other defects. Vary the hue of exposed to weather, clean, dry, well-ventilated, well-lighted, and comfortable to temperature. succeeding coats sltggfitly to clearly show coats are applied as required. Only coats of paint Inspected and A. The following are prerequisites to substantial completion. Provide the Following: C. Keep work of trades such as conduit, pipe, and ducts clear of the inside faces of wall panels. approved-by the Arclhltect will be counted as completed. Sand defects smooth between coats. Defects are defined as irregularities visible to the unaided eye at a Five foot distance. Completed punch list and supporting documentation. 32 INSTALLATION B. Keep approved samples on hand For comparison with work Signed warranties. A_ Install as per manufacturers instructions trade association standards and governing building code. 9 p � � � g g g C. Allow drying time between coats as instructed by the paint manufacturer . Work and smooth out Certifications as specified. B. if there is a conflict between instructions, standards, code, etc., install as instructed by the Architect. brush coats onto surface to an even film. Where spraying, apply each coat to provide the hiding J J J J J J J J J J J J J Occupancy permit from governing agencies and utility companies as required. C. For walls and ceilings: Hold wallboard 3/8 inch to 1/2 inch up from floor. install wall panels equivalent of brush coats. Do not double back with spray equipment to build up Film thickness of two horizontally unless otherwise required. Stagger panel ,joints vertically. coats in one pass. Match applied work with approved samples as to texture, color, and coverage. testing and start up of building systems. D. Nailin and screw attachment as per manufacturer's instructions. Do not position conduit and piping OWNER- Change and transfer of locks and keys as specified. where it can be damaged by nailing. Do not proceed with nailing into wood framing that has over N31% A. Paint ventilation registers, panels, access doors, ducts, etc. to match adjacent surfaces. Paint back B. Provide the following prior to final acceptance: of moisture content. sides of access panels to match exposed sides. Paint visible duct surfaces behind vents, registers, and THE CRANE MAT CO. Final payment request with supporting affidavits. E. Thoroughly seal penetrations in Fire-rated walls. Box in recesses to fire-rated walls. Make cutouts grilles as directed by the Architect. Exposed vents: Apply two coats of heat-resistant paint. C. Provide sets of record drawings showing original design and all changes made during construction. for electrical outlets, switch boxes, pipe, etc., tightly to size. B. Exposed pipe and duct insulation (if any): Apply one coat of latex on insulation which has been sized or TIGARD OREGON Completed punch list and supporting documentation. primed under another Section. Apply two coats on such surfaces when unprimed. Remove pipe or duct D. Provide the following closeout procedures: END OF SECTION bands before painting, and replace after painting. Submit record documents. DIVISION 09 -- FINISHES C. Hardware: Paint prime-coated hardware to match adjacent surfaces. Allow no paint to come to contact with hardware that is not to be painted. Submit maintenance manuals. D. Damp spaces: In shower or toilet rooms and other damp rooms add approved fungicide to paints. 09 22 16 NON-STRUCTURAL METAL FRAMING 3.4 CLEANING AND EXTRA STOCK Complete all repairs, call-backs, corrections, re-adjustments of equipment, final cleaning, and final touch- PART 1 -- GENERAL A. Maintain thorough dust and dirt control throughout the painting process. thoroughly protect all up. Remove all temporary facilities, equipment, tools and supplies. surfaces that won't-be painted with clean, undamaged drop cloths and masking tape. Immediately clean I1 WORK any spilled materials and do not allow dirt or spored materials to be tracked in a work area or to other work END OF SECTION areas. Allow absolutely no paint smears or splatters to remain on adjacent surfaces. A. Provide everything required to complete the work as shown on the Drawings and specified herein. B. Upon completion of painting work deliver to the Owner an extra stock of 10% or more of each k � ` � � :� �k ,Y � N� 01 13 29 -- CUTTING AND PATCHING 12 QUALITY STANDARDS color, type, and gloss of paint used in the work tightly seal and clearly label each container with notes PART 1 -- GENERAL A. Provide experienced, well-trained workers competent to complete the work as specified. on contents and 1-ocation used. 1.1 SUMMARY B. Unless approved by the Architect, provide all related products and accessories from one manufacturer. 3.5 INSPECTION, TOUCH UP AND REPAIRS A. Cut and patch as required to complete the work for: C. Use products and accessories: A. tests will be made at random to confirm paint coat thicknesses and paint work quality. Unacceptable visual ualit as directed b the Architect. work includes surface imperfections such as spotting, laps, brush marks, and runs. q y y From a manufacturer who specializes in making installin and servicing systema of this type. From a Plumbing, HVAC, electrical, and communication systems. manufacturer specified or approved by the making, B. Remove, refinish, or repaint work not in compliance with specified requirements. Replace or repair Fire resistance ratans. D. All work shall comply with manufacturer's instructions and governing building and safety codes. all non-conforming work as directed by the Architect. Do repairs and touch-ups so they are undetectable. Inspection, preparation, and performance. 13 MATERIALS HANDLING Cleaning. See Section 01800 on GLEANING. b. G.C. shall field verify existing floor slab/dwgs/records/previous permits, etc. < ascertain A. Provide all materials required to complete the work as shown on Drawings and specified herein. If it is a structural slab prior t l ANY ab/cI . Notif architect ASAP if this is the case, for B. Deliver, store, and transport materials to avoid damage to the product or to any other work Return END OF SECTION p g y any products or materials delivered in a damaged or unsatisfactory condition. Materials and products further direction prior to any work delivered will be certified by the manufacturer to be as specified. C. Cut and patch with care to avoid damage to work safety hazards, violation of warranty requirements, C. Store materials in a safe, secure location, protected From dirt,moisture, contaminants, and weather. building code violations, or maintenance problems. IA PRECONSTRUCTION AND PREPARATION PART 2 -- MATERIALS AND PRODUCTS A. Examine and verify that job conditions are satisfactory for speedy and acceptable work Confirm MARK DATE DESCRIPTION 2.1 MATERIALS there is no conflict between this work and ggoverning building and safety codes. Confirm there are no conflicts between this work and work of ot�ier trades. Confirm that work of other trades that must A. Match existing materials with new materials so that patching work is undetectable, precede this work has been completed. Meet all requirements to secure any applicable warranty. JOB NO.: 1407-42 PART 3 -- EXECUTION B. Notify Architect when work is scheduled to be started and completed. 3.1 INSTALLATION PART 2 -- MATERIALS FILE: 1407-42 A-4 A. Inspect field conditions to identlfy all work required. 2.1 METAL STUDS, CHANNELS AND ACCESSORIES BY: B. Notify Architect of work that might disrupt building operations. A. Metal studs and accessories shall be manufactured by: Contractor's choice. C. Perform work with workmen skilled in the trades involved. Prepare sample area of each type of work B- Steel as per ASTM A446, A568, or A611. Galvanized coating as per ASTM A525. PLAN CHECK NO. for approval. Protect adjacent work from damage and dirt. 20 gauge steel studs and runners For load-bearing walls and reinforcement for door frames. 24 gauge steel studs for non-load-bearing partitions. PERMIT NO. D.For cutting work use proper cutting tools, not chopping tools. Make neat holes. Minimize damage Steel studs and channels as per Federal specification QQ-S-115 Type 1, Class E. DATE: OCTOBER , to adjacent work Check for concealed utilities and structure before cutting. 2014 E. Make patches, seams, and joints durable and inconspicuous. tolerances for patching shall be the PART 3 -- CONSTRUCTION AND INSTALLATION ®copyright 2014 GA MILLER ARCHITECTURE PC same as for new work 3.1 WORK CONDITIONS AND COORDINATION F. Clean work areas and areas affected by cutting and patching operations as described in Section 01800 A. Examine the job site, and correct any conditions that might interfere with speedy and acceptable work SHEET TITLE on CLEANING. B. Coordinate electrical stub-ups with the wall and partition framing plan. Align floor-mounted electric END OF SECTION outlet boxes with finish wall linea. Coordinate stud walls with plumbing. PROJECT SPECIFICATIONS C. Do not allow HVAC ducts in wall framing to protrude beyond face of framing. Supply and 01 14 0 -- CLEANING AND MAINTENANCE DURING CONSTRUCTION AND FINAL CLEANING coordinate in-wall Fixture and equipment supports. D. Provide in-wall blocking,anchors,brackets,grounds, and other supports for wall-supported fixtures t equipment. I.1 SUMMARY 32 INSTALLATION A. Keep the buildings and site well-organized and clean throughout the construction period. A. Install studs as per manufacturer's instructions, applicable trade standards, and governing building B. Provide general clean up dally and complete weekly pickup and removal of all scrap and debris from code. Provide solid continuous support under floor runners. Stud spacings as required by manufacturer the site. Exception: Reusable scrap shall be stored in a neatly maintained, designated storage area. to firmly support facing materials. Install heavy auge studs and extra stiffeners at jambs. Provide C. Weekly pickup shall include a thorough broom-clean sweep of all Interior spaces. Daily and weekly cushioned space at top plate at slab to allow1or slab deflection/movement. cleanings will not replace required clean up after the work of specific trades such as specified herein. B. Install backing and anchors For door frames and wall-mounted fixtures and equipment. D. At completion of the Work remove from the job site all tools and equipment, surplus materials, C. tolerances: Make framingg surfaces flush within a tolerance of 1/8' 1n 10' in any direction. Align and equipment, scrap and debris. plumb studs to a tolerance of I/8' per 10' horizontally and vertically. Make top plate lever within 1/8' per l0�inear ft. E. Inspect interior surfaces and remove all waste materials, paint droppings, spots, stains, or dirt. D. If sound attenuation is Indicated on the drawings, set runners on continuous beads of sealant or other R Schedule final cleaning as approved by the Owner to enable Owner to accept a completely clean Work cushion as per manufacturer's instructions. Stagger with plate separations. Caulk thoroughly to prevent G. Final cleaning will be comparable to that provided by professional, skilled cleaners using commercial air transfer of sound. grade cleaning materials. Cleaning materials will be used with care and will be compatible with building 33 CLEANUP AND REPAIR materials and finishes. A. After installation, inspect all work for improper installation or damage. Repair or replace any work Am4 After installation, inspect all work for improper installation or damage. damaged during installation as directed by the Architect. Repair work will be undetectable. Operating hardware must perform smoothly. Repair or replace any defective work Repair work will be undetectable. Redo repairs if work is still defective, as directed by the Architect. END OF SECTION File: 1401-42 A-4 ectficattonsdw Date/time: November 18, 2014 2:21 PM Scale: 1=1 Xrefs: All concepts, designs, arrangements, and data indicated on these documents are the property of G. A. Miller Architecture PC and were created, evolved, and SHEET' OF g END OF SECTION developed For use on, and in connection with the specified project. None of such ideas, designs, arrangements, or data shall be used by, or disclosed to any person, firm, or corporation For any purpose whatsoever without permission of G. A. Miller Architecture PC. HEATING, VENTILATION AND AiR CONDITIONING 23 00 00 ELECTRICAL 26 00 00 COMMUNICATIONS 21 00 00 PART 1 -- GENERAL 1.1 WORK PART 1 -- GENERAL PART 1 -- GENERAL Re-work existing system as required in order to accommodate design shown on drawings. Comply with 1.1 WORK i.l WORK all local, state, and federal codes. A. Provide and install complete electrical service, power and lighting as shown on the Drawings and A. Provide and install all interior communication fixtures as shown on the Drawings and specified herein. 12 QUALITY STANDARDS specified herein. PART 2 -- MATERIALS � � F1A. Provide experienced, well-trained workers competent to complete the work as specified. 12 QUALITY STANDARDS 2.1 GENERAL �A N1 L�N 5. Unless approved by the Architect, provide related products and accessories from one manufacturer. A. Provide experienced, well-trained workers competent to complete the work as specified. A. All materials must be new and of the type and quality specified. Materials must be delivered in C. All work shall comply with manufacturer's instructions and governing building and safety codes. B. Unless approved by the Architect, provide all related products and accessories from one labeled, unopened containers. All electrical products must bear the Underwriters Laboratory label. �� 1 ��1111_i,131, a�U ���13 MATERIALS HANDLING manufacturer. C. Use products and accessories from manufacturers who specialize in making, installing, and servicing 22 COMMUNICATIONS A. Provide all materials required to complete the work as shown on Drawings and specified herein. systems of this type. F=rom a manufacturer specified or approved by the Architect. A. Provide complete telephone connection(s) as shown on the drawings and specified herein. J J J J J J J J J J J J J Deliver, store, and transport materials to avoid damage to the product or to any other work Reject and D. All work shall comply with manufacturer's instructions and governing building and safety codes. B. Telephone service includes equip ant not provided b the a com an and ma include service return any products or materials delivered 1n a damaged Or unsatisfactory condition. Materials and p �) p y p y y products delivered will be certiFied by the manufacturer to be as specified. 13 MATERIALS HANDLING entrance equipment, outlets, terminal boards and other items shown on the Drawings or required for a 141 DEL PRADO A. Provide all materials required to complete the work as shown on Drawings ands ecified herein. complete o eratingtelephone service. B. Store materials indoors, protected from dirt, moisture, contaminants, and weather. Deliver, store, and transport materials to avoid dame a to the product or to MCI other work Reject and C. Coordinate installation of items provided by the telephone company. LAKE OSWEGO, OREGON 97035 1.4 PRECONSTRUCTION AND PREPARATION return any products or materials delivered in a damaged or unsatisfactory dondition. Materials and 503.636.7979 A. Examine and verif that job conditions are satisfactory for speeds and acceptable work Maintain and roducts delivered will be certified b the manufacturer to bet as specified. PART 3 -- CONSTRUCTION AND INSTALLATION y j p y p 9 Store materials indoors, protected from dirt, moisture, contaminants, and weather. 503.636.9898 - FAX use up-to-date trade standards and manufacturer's Instructions. 1.4 PREGONSTRUCTION AND PREPARATION 3.1 WORK CONDITIONS B. Confirm there is no conflict between this work and overning building and safetycodes. Confirm A. Examine and verif that job conditions are satisfactor for eed and acceptable work Maintain and A. Correct an conditions not in compliance with Section 1.4.A. noted above. glen®gamillerarchitecture.com there are no conflicts between this work and work of oAher trades. Confirm that worof other trades y j y p y y p that must recede this work has been completed. Meet all requirements to secure warrants. use up-to-date construction documents on site. Maintain and use up-to-date trade standards and B. Correct an conditions that might interfere with speeds, well-coordinated execution of the work p p q y �E' y 9CONSULTANTS G. Notify Architect when work is scheduled to be installed. Use agreed schedule for installation and for manufacturer's instructions. C. All work conditions shall be as per manufacturer's instructions, trade association standards, and Field observation by Architect. B. Confirm there is no conflict between this work and governing building and safety codes. Confirm governing building and safety codes, there are no conflicts between this work and work of other trades. ConfTm that work of other trades PART 2 -- MATERIALS that must precede this work has been completed. Meet all requirements to secure warranty. 32 PREPARATION All ductwork, grilles, controls, etc. shall match existing a stem unless directed otherwise b Owner or C. NotiFg Architect when work is scheduled to be installed. Use agreed schedule for installation and for A. Straps and other support construction for electrical equipment must be as required by the building Building Official. g y y field observation by Architect. department. artment. PART 2 -- MATERIALS 3.3 INSTALLATION PART 3 -- CONSTRUCTION AND INSTALLATION 2.1 GENERAL A. Install products as per Drawings and these Specifications. 3.1 WORK CONDITIONS A. All materials must be new and of the type and quality specified. Materials must be delivered in g, Upon completion, secure all required pressure tests, inspections, and approvals of the completed A. Correct any conditions not in compliance with Section 1 noted above. labeled, unopened containers. All electrical products must bear the Underwriters Laboratory label. e. Correct any conditions that might interfere with speedy, well-coordinated execution of the work 22 ELECTRICAL SERVICE system. Make all required adjustments and corrections at no added cost to the Owner. GENERAL CONTRACTOR- 's instructions, trade association standards, and A. Provide com lete electrical service as shown on the drawin s ands ecified herein. G. Provide for maintenance of this work for one year Following final approval by governing agencies. G. All work conditions shall be as p p g p Maintenance includes all work required in manufacturers instructions such as inspection, adjustment, governing building and safety codes. 23 SWITCHES, RECEPTACLES AND WALL PLATES repair and replacement of parts as required. 32 PREPARATION A. Provide complete switches, receptacles, wall plates and related materials as shown on the drawings 3.4 REPAIR AND CLEANUP A. Vents and related support construction for mechanical equipment must be as required by the building and specified herein. A. After Installation, inspect all work For improper Installation or damage. department. B. Receptacles, Ty a 5-20 R, plastic face, color as selected by the Architect. Specific purpose g. Operating fixtures must perform smoothly. Repair or replace any defective work Repair work will receptacles as shown on the Drawings. be undetectable. Redo repairs if work is still defective, as directed b the Architect or governing 33 INSTALLATION p y 9 g A. Install products as per Drawings and these Specifications. PART 3 -- CONSTRUCTION AND INSTALLATION regulatory agency. 3.1 WORK CONDITIONS B. Upon completion, secure all required tests, inspections, and approvals of the completed system. C. Clean the work area and remove all scrap and excess materials from the site. Make aII required adjustments and corrections at no added coat to the Owner. A. Correct any conditions not in compliance with Section 1 noted above. C. Provide for maintenance of this work for one year Following final approval by governing agencies. g. Correct any conditions that might interfere with speedy, well-coordinated execution of the work END OF SECTION Maintenance includes all work required in manufacturer's instructions such as inspection, adjustment, C. All work conditions shall be as per manufacturer's instructions, trade association standards, and , lubrication, repair and replacement of parts as required, and emergency call-back service. governing building and safety codes. 3.4 REPAIR AND CLEANUP 32 PREPARATION A MIL A. After installation, inspect all work for improper installation or damage. A. Straps and other support construction for electrical equipment must be as required by the building • 5. Operatinclhardware must perform smoothly. Repair or replace any defective work Repair work will department. .tAKEOSWEG ,iIREGDN be undetectable. Redo repairs iF work is still defective, as directed by the Architect or governing safety regulatory agency. 33 INSTALLATION _> C. Clean the work area and remove all scrap and excess materials from the site. A. install products as per Drawings and these Specifications. B. Upon completion, secure all required pressure tests, inspections, and approvals of the completed OF END OF SECTION system. Make all required adjustments and corrections at no added cost to the Owner. C. Provide for maintenance of this work for one year following Final approval by governing agencies. Maintenance includes all work required in manufacturer's instructions such as inspection, adjustment, repair and replacement of parts as required. 3.4 REPAIR AND CLEANUP THE CRANE MAT CO BLDG. A. After installation, inspect all work for improper Installation or damage. 5. Operating fixtures must perform smoothly. Repair or replace any defective work Repair work will be undetectable. Redo repairs If work is still defective, as directed by the Architect or governing regulatory agency. 8905 SW COMMERCIAL ST C. Clean the work area and remove all scrap and excess materials from the site. TIGARD OREGON END OF SECTION LIGHTING 26 50 00 PART 1 -- GENERAL J J J J J J J J J J J J J 1.1 WORK A. Provide and install all interior and exterior lighting fixtures and lamps as shown on the Drawings and '. OWNERI specified herein. - -- - ° Nordling S�xuctural Engineers,LLC . ... 6775 SW`111th#200 PART 2 -- MATERIALS ��a,r inn,OR 7�� THE RAKE MAT COMPANY C 2.1 GENERAL -- A. All materials must be new and of the type and quality specified. Materials must be delivered in I MULTI-SPAN TIMBERBEAM DESIGN TIGARD OREGON labeled, unopened containers. All electrical products must bear the Underwriters Laboratory label. � ^ y its .. 5. Products and requirements for lamps and lampholders are shown in the Legend. t _ _ ' rLif;CRANE MAT cr�MaifvSUlLDInt - . � I C. Provide and install all required accessories for mounting and operation of each fixture. i AMA,1T0 . gMrGEkERAL DATA -1 2 PART 3 -- CONSTRUCTION AND INSTALLATION 1 I All Spans Simple Support 7^, YES Spans Length 't: a UU 4JU 3.1 WORK CONDITIONS i ? End Fixity: Ptna in pi pin a f Elam Width a3t: 3,500 ..3,500 A. Correct any conditions not in compliance with Section 1.4A. noted above. seem Dept n: 7.25 5.50 ��,�,tt i -CALCULATED VALUES- .0K. Dt. , ,,. % A 2 B. Correct any conditions that might interfere with speedy, well-coordinated execution of the work F'b�Modif@ed Allcw� psi: 1345.5 _� i C. All work conditions shall be as per manufacturer's Instructions trade association standards and - Fh-Actaal. psi . 1366.1 F'v-Modified A!Pn:v207 . psi: 207.60 304.6 governing building and safety codes. Nattua} 15 psi. 82.6 120.5 32 PREPARATION Moment La Laft kjn 6.o 0.6 Momen,0 Right Kin: 11.0 B.0 Max.Mom.@ ki d-Spa,t k-in: 24.0 24.0 A. Straps and other support construction for electrical equipment must be as required b the building �- I X-Dist 1t 200 7.00 p ppq y 9 L -m______. .._-_.. a shaars: Left 2.e0 2.6fl depa rtment. I 1 I p ht V Reaat,on"Left OL i; 0,75 °5 33 INSTALLATION ttaL't ;�� LL E: 1.25 3.15 A. install products as per Drawings and these Specifications. - a Total k: 2.uQ 2.00 . 8. Upon completion, secure all required pressure tests, Inspections, and approvals of the completed - -. / Aeastioz@Riot DL 6. 0.75 0.76 p p q p p pp p LL 1r: 1.25 1.25 system. Make all required adjustments and corrections at no added cost to the Owner. Total it 100 2.60 . s t Max.Deft @ fold Span in: .6.032 Q.062 C. Provide for maintenance of this work for one year following final approval by governing agencies. x.Di�t =t 2.00 2.616 Maintenance includes all work required in manufacturer's instructions such as inspection, adjustment, DESIGN DATA _.. q p : r f R Let Unsupported iangth ft^. 4.60 4M y (�?y 1 Fh:8asiC Allowable psi: 1176.6 6DGA repair and replacement of parts as required. 2 kgasit Allowable psi: 166.0 265.0 3.4 REPAIR AND CLEANUP �reba t F1�atet M� u1u< $i: 16x6 as0a A. After installation, inspect all work for improper installation or damage. Load°u tienfactor 1.:6 16 APPLIE11 LOAD$ B. Operating Fixtures must perform smoothly. Repair or replace any defective work Repair work will `., 4 Use uvaLaaaunThsSpan cos Yes MARK DATE DESCRIPTION �- s = Unif,srm... . DL plf '376.0 375.c0 be undetectable. Redo repairs If work is still defective, as directed by the Architect or governing LL plf;. `625.0 525.6 regulatory agency. - ul� >�vva>us -' � Lpeafion...., Et; 6,0(1. 000 C. Clean the work area and remove all scrap and excess materials from the site. �_ i JOB NO.: 1407-42 . Shear x "lament ll-jr: 00a 0.06 FILE: 1407-42 A-5 A. Deflection in; a0oa 0.060 END OF SECTION .... ..,.,. . . ...., .a- ;,..w�"` .'tea„o,. .�,,.,.a•.w�`..mr_.*.""',,,,;,,..rte+","'..�.aw,,, ;,o^'a.... ,. .:.�.. .. .. . BY• PLAN CHECK NO PERMIT NO. DATE: OCTOBER , 2014 `{ ®copyright 2014 GA MILLER ARCNITEC7URE PC its PR '«d .. .. .. .ire:. I .. ... �. .: •.. .�.'�-C '... �::. s t Ngf.3 SHEET TITLE 17 PROJECT SPECIFICATIONS & a ORE ON STRUCTURAL CALCULATIONS \ 41 f! R� EXf IBES: r��714 .�M 4u9 LING Prof. No..- 14-397 TT THECP-ANP MAT CO BU1L1DIN0 STRENGINEERS, Cs A MIi L-R ARCHITECT ECT NC E S, ISLAm5 -M s^af sti.c, Suite sc ,�t ��, 7�a Date:OCT 2014: i y-JEN Shea+trio_: 4 [ Aw All concepts, designs, arrangements, and data indicated on these documents are the property of G. A. Miller Architecture PC and were created, evolved, and SHEET OF File: 1407-42 A-5 Spectftcattonsdwg Date/Time: November 18, 2014 2:28 PM Scale: 1=1 Xrefs: developed for use on, and in connection with the specified project. None of such Ideas, designs, arrangements, or data shall be used by, or disclosed to any person, firm, or corporation for any purpose whatsoever without permission of G. A. Miller Architecture PC. 5 FLOOR PLAN KEY NOTES FINISH PLAN NOTES O HWH - PROVIDE POWER AS REQUIRED. P-3 I. PROVIDE AND INSTALL NEW CARPET TILES THROUGHOUT AS SCHEDULED. PROVIDE AND INSTALL JOHNSONITE IT 1=_ I J EM O2 BASE FEED FOR ELECTRIFIED PANEL BASE. EM TRANSITION STRIPS BETWEEN CARPET,VINYL PLANK AND SHEET VINYL FLOORS.STYLE-TBD. IL ! �� 1 1 O I I I I j —� EM I I O EM 2. PROVIDE AND INSTALL NEW VINYL PLANK FLOATING FLOOR THROUGHOUT AS SCHEDULED. REFER TO I I I I I -� I 30 NEW HORIZONTAL WOOD BLINDS AT ALL WINDOWS, I I I 1 I I I I SV-I MANUFACTURER RECOMMENDED INSTALL REQUIREMENTS. I -----I I I SEE WC- IN FINISH SCHEDULE. �. E t--- 4 0 o P-1 IRB-11 3. PROVIDE AND INSTALL NEW SHEET VINYL FLOORING AS SCHEDULED, CRANE MAF I I I 1 I ILII III TYP. ® ALL DASHED FURNITURE PROVIDED BY OWNER. , I I I 1 I I III III CPT-1 4. CONTRACTOR TO PREPARE EXISTING WALLS FOR NEW PAINT, REFER TO FINISH PLAN FOR GENERAL AND O5 RM 110/RESTROOM:EXISTING SINK, MIRROR&WC TO REMAIN. HWH L1----J ACCENT PAINT LOCATIONS. © OUTLETS AT KITCHEN COUNTERS TO BE 42 A.F.F.-TYP. 105 O OCCUPANCY SENSOR TO BE PROVIDED.CONTRACTOR TO SPECIFY. I 3 ® ILLUMINATED EXIT SIGN TO BE PROVIDED. CONTRACTOR TO SPECIFY. 109 I.I I � I SV-I FINISH SCHEDULE 109 — — — J P-I RB-I VP-I VINYL PLANK TILE,MNF:PATCRAFT, STYLE 1600V-CLICK REFRESH,COLOR:00250 BEACHSCAPE,9"X48" I CPT-I CARPET TILE, MNF: PATCRAFT,STYLE: MODERN GEOMETRY BRITES#Z6447,COLOR:00740 GILTY PLEASURES,SIZE:24X24 ® PRINT I I \� �i i i�-� P-3 RB RUBBER BASE,MNF:JOHNSONITE,SIZE:4"STANDARD,COLOR:47 BROWN I I 1 1i 1 106 I I 104 SV-I SHEET VINYL,MNF: MANNINGTON,STYLE: BIOSPEC MD,COLOR: DARK CHOCOLATE#15382 06 VP-I CPT-I PL-I PLASTIC LAMINATE, MNF:WILSONART,STYLE:4846-60,COLOR:MORRO ZEPHYR 1 1 wr P-1 RB-( PL-2 PLASTIC LAMINATE, MNF:WILSONART,STYLE:4943-38,COLOR:CLASSIC LINEN - L-----J i:::r _------ P_I PAINT, MNF:SHERWIN WILLIAMS,COLOR:SW7573 -EAGLET BEIGE, FINISH:SATIN n 104 2 1 P-2 PAINT, MNF:SHERWIN WILLIAMS,COLOR:SW7573 - EAGLET BEIGE, FINISH: EPDXY II I 108 II THINKS rkINTERIORS P-3 PAINT, MNF:SHERWIN WILLIAMS,COLOR:SW2864-STRATFORD BLUE, FINISH:SATIN COMMERCIAL/HOUSING/H EALTHCARE VP_ P-4 PAINT, MNF: MDC, STYLE: FUZE DRY ERASE PAINT,COLOR:WHITE 2 I I `� % i i 21WC-n i I P-1 RB-1 I WC-I WINDOW COVERING, MNF:TBD,STYLE:TBD,COLOR:TBD TYP. u 1��_ i p 103 108 j Z 1 1 I I 1 L--- CPT- (L ---J L -- - - - - -- - P-I RB-I Ir a jl 103 2 P-4 I PLUMBING SCHEDULE M PF-I PLUMBING FIXTURE-SINK, MNF: KOHLER,STYLE:TOCCATA,STYLE#: K-4011-4-NA, FINISH:STAINLESS STEEL II I u 1 I I PF-2 PLUMBING FIXTURE- FAUCET, MNF: KOHLER, STYLE:ELATE,STYLE#: K-13963-CP, FINISH: POLISHED CHROME The Crane Mat Company L--_---T--- 107 102 Y 107 102 �; i CPT-I CPT-I Joey Burson 4247 SW Corbett Ave, P-I RB-I P- n I RB-I Portland, OR 97239 In I II -i --- fl 100 101IIII \x� I 2 100 VP-1 101 S� ; \ P-I RB-I -VP-I iiil x i P I RB-1PROJECT NO.: 8 IN �) I / \ 1 14-014 3 TYP. SCALE: WALL LEGEND 1/4 it 31/2" _ NEW FULL HEIGHT WALL DATE: 11.18.14 j I FLOOR PLAN BFINISH FLOOR PLAN DRAWN BY: SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" J S CHECKED: DLS 9Fla) TYP. 2 ELEVATION KEY NOTES ELEVATION KEY NOTES DRAWING ISSUE SCHEDULE: O OPEN LAMINATE SHELF.ALL SIDES PL-I. OI DOOR CASING, MNF:TIMELY,STYLE:TA-8 STEEL CASING, DESCRIPTION BY DATE I O GENERAL WALL PAINT, P-I. _ T-0„ COLOR:BROWNTONE(SC 10 1) ___.__._..._-_ __ I I --- //_ N_= O REFRIGERATOR PROVIDED BY OWNER COLD WATER LINE PROVIDED BY CONTRACTOR. I O2 VERIFY DOOR DIMENSIONS. -- —— �/ \� \` ® NOT USED. ..._.............................................----.................------------.......p----------------------------------------.. 50 PLASTIC LAMINATE CABINETRY-TYP, PL-I. 2 ... ' © PLASTIC LAMINATE COUNTER&BACKSPLASH-TYP, PL-2. ao bo O7 RUBBER BASE TOEKICK-TYP., RB-I. —----------------�—{ ----- co bo ®5" OP NEW KITCHEN SINK&FAUCET&GARBAGE DISPOSAL,SEE PLUMBING SCHEDULE. ` aI O ADJUSTABLE SHELVES. c i C9 �O 10 ADA REMOVABLE TOE-KICK/OPEN BELOW CABINET. �0 FLOOR PLAN & ELEVATIONS 'v l0 5 s 3 7 6 9 DRAWING NUMBER 1 KITCHEN ELEVATION 2 KITCHEN ELEVATION 3 OFFICE 105 - DOOR ELEVATION 1. 1 SCALE: 1/2"= 1'-0" I.1 SCALE: 1/2"= 1'-0" (. 1 SCALE: I!2"= 1'-0" F:\Crane Mat Building 14014 THE CF9Akj;:,N1E MAT MFAW GENERAL NOTES LIGHT FIXTURE SCHEDULE EQ. EQ. 1. PROVIDE&INSTALL NEW 2X2 GRID. SEE ACOUSTICAL TILE SCHEDULE. 2X2 DIRECT/INDIRECT LIGHT . LU 2. PROVIDE&INSTALL NEW 2X2 RECESSED INDIRECT/DIRECT LIGHT MNF: H.E.WILLIAMS, STYLE: DISH,SIZE:2X2 FIXTURE. SEE LIGHT FIXTURE SCHEDULE. STYLE#: DISH G-S22-2 14T5S-WPR-EB2-120 d 3. PROVIDE &INSTALL NEW DOWNLIGHTS AND WALL WASHER LIGHT LU FIXTURE AS SPECIFIED ON RCP PLAN. SEE LIGHT FIXTURE SCHEDULE. CEILING MOUNT LIGHT 4. RESWITCH LIGHT FIXTURES AS SHOWN FOR NEW ROOM MNF: H.E.WILLIAMS,STYLE:ROUND LED DOWNLIGHT, SIZE: 6" CONFIGURATIONS. REFER TO SHEET 1.1 FOR SWITCH LOCATIONS. 1 STYLE#: LEDS60-1 100-SPC-MWT,TRIM COLOR: MATTE WHITE H WH 5. ELECTRICAL CONTRACTOR TO SELECT REQUIRED HOUSING FOR EQ. E . 6 DOWNLIGHTS. C� ,4 � CEILING MOUNT LIGHT . CONTRACTOR TO VERIFY IF IC OR NON-IC RATED HOUSING IS MNF: PROGRESS LIGHTING,STYLE: RECESSED SHOWER DOWNLIGHT, REQUIRED. 2 SIZE: 6",STYLE#: P8060-28,TRIM STYLE: FLAT ALBALITE SHOWER TRIM, �,� u�� �' ??: TRIM COLOR:WHITE THINK'vt 7. CONTRACTOR TO VERIFY REQUIRED LINE VOLTAGE& BALLAST TYPE c 0 MM E R c I A L/H O u s I N G/H E A LH C A RE C'1 1 PER LIGHT FIXTURE SPECIFICATION. w CU 8. ALL 2X2 DIRECT/INDIRECT LIGHT FIXTURES WITH DESIGNATION "A" 1 LU w TO BE ON SAME SWITCH AT BUILDING ENTRY.ALL INDIVIDUAL WALL WASHER DOWNLIGHT ROOMS TO BE SWITCHED SEPARATELY. MNF: H.E.WILLIAMS,STYLE:WALL WASH DOWNLIGHT, ECS. SIZE: 6",STYLE#:WWPL60-1-32T-CS-MWT,TRIM COLOR: MATTE WHITE LU A 9. RESTROOM WALL VANITY LIGHT FIXTURE ABOVE SINK TO REMAIN. EQ. EQ. 10. RELOCATE EXISTING SPRINKLERS AS REQUIRED. C� 2. C'1 w A IZA A I, C "' RCP FLOOR PLAN KEY NOTES ACOUSTICAL TILE SCHEDULE The Crane Mat Company A O 2X2 CEILING GRID TO BE CENTERED&START AT THIS POINT. ACT-I MNF:ARMSTRONG,TILE STYLE: FINE FISSURED SQUARE LAY-IN, MEDIUM TEXTURE, SIZE: 2'X 2', COLOR:WHITE GRID STYLE: SEISMIC RX HEAVY DUTY- PRELUDE 15/16"SUSPENSION SYSTEM, GRID COLOR:STANDARD WHITE. Joey Burson A NOTE: GRID MAIN BEAM DIMENSION TO BE DETERMINED BY CONTRACTOR. 4247 SW Corbett Ave, Portland, OR 97239 I VA L4A A A PROJECT NO.: A 14-014 A SCALE: 1/4" = 1'-0" A dZA Q. DATE: 11.18.14 AlA A D RAW N BY: JS CHECKED: DLS DRAWING ISSUE SCHEDULE: DESCRIPTION BYA DATE RCP FLOOR PLAN - -- - -- - SCALE: 1/4" = 1'-0" ........................................................ -...........,............................................ .......-_------_ _ ... _.._.. _....---------------------------------------------------= REFLECTED CEILING PLAN DRAWING NUMBER 1 * 2 F:\Crane Mat Building 14-014