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S 1T20 18-00012 01 00 00 GENERAL DATA CONNECTIONS SHALL BE AS REQUIRED AND INDICATED IN THE DESIGN CALCULATIONS. DO NOT FIELD WELD AifMATERIALS LIGHTER THAN 18 GA. 4(c.1**D �GENERAL REQUIREMENTS 2. PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PARTITIONS. ANCHOR TRACKS ASi1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF THE OREGON INDICATED IN THE DESIGN CALCULATIONS. BUTT WELD JOINTS IN TRACKS OR SPLICE WITH STUD INSERTS. /STRUCTURAL SPECIALTY CODE,AND ALL OTHER STATE OR LOCAL CODE REQUIREMENTS THAT APPLY. FASTENERS SHALL BE AT LEAST 3 INCHES FROM THE EDGE OF CONCRETE SLABS. � MICHAEL 2, VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND 3. CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WEBS OF TOP AND BOTTOM TRACKS. POSITION SITE IMPROVEMENT for LL' WIRE THWANG CO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. STUDS VERTICALLY IN TRACKS AND SPACE AS INDICATED IN DESIGN. DO NOT SPLICE STUDS. PROVIDE AT C) 3. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING LEAST TWO FULL HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 FEET WIDE OR LARGER. PROVIDE PORTLAND,OREGON �♦ CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL.SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED JACK STUDS OVER OPENINGS,AS NECESSARY,TO MAINTAIN INDICATED STUD SPACING. PROVIDE TRIPLE CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE,AND NO FURTHER COMPENSATION SHALL BE DUE STUDS AT CORNERS, POSITIONED TO RECEIVE INTERIOR AND EXTERIOR FINISHES. FASTEN STUDS AT TOP P a cT r u s t THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. AND BOTTOM TRACKS BY WELDING OR SCREWING BOTH FLANGES TO THE TRACKS.PROVIDE LONG LEG ��1 TRACK AT TOP OF WALL TO ALLOW FOR DEFLECTION WHERE WALL MEETS STRUCTURE ABOVE. �� 5$59 �� 4 BY SUBMITTING A PROPOSAL,CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE 4. INSTALL ALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ACCESSORIES AS REQUIRED FOR EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK THE PROJECT. 8 OF O� DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO ALL MATERIALS AND INSTALLATION,DISPOSAL OF EXCESS MATERIALS(USEABLE FINISH MATERIALS SHALL BE 5. COMPLY WITH USG GYPSUM CONSTRUCTION HANDBOOK AND MANUFACTURER'S RECOMMENDATIONS. LEFT IN THE TENANT SPACE AS DIRECTED BY PACTRUST),CLEANING AND ALL PREPARATION OF SUBSTRATE 6 FINISH QUALITY: SURFACES PRIOR TO INSTALLATION,AS WELL AS FINAL CLEAN UP. AREA PROCESS TRADE NOMENCLATURE PROJ ECT # 18190 5. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN EXISTING BUILDING STANDARDS FOR ALL EXISTING PRODUCTS AND SYSTEMS. UPON DISCOVERY OF A DISCREPANCY TO THIS OFFICE/OTHER AREAS TAPE/2 FINISH COATS*/ SMOOTH FINISH TAPED INTENTION,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. USG"FIRST COAT" *SAND AFTER TAPE/FINISH COAT(S) 6. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 7. FINISH EXPOSED INTERIOR GYPSUM BOARD WALLS AND CEILINGS SMOOTH STRAIGHT READY FOR FINISH AS 7. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET"WALK-OFF MATS"TO PROTECT EXISTING SHOWN ON PLANS. PROJECT NARRATIVE CARPETS. _ 09 53 00 SUSPENDED ACOUSTICAL CEILING 8. KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS PROJECT CONSISTS OF MODIFICATION TO BUILDING ENTREES TO BECOME ADA AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY. 1. COMPLY WITH CURRENT SEISMIC REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. COMPLIANT AS WELL AS A NEW ENTRY BEING CREATED ON BUILDING F (PBC196). THESE 9. PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO 2. FOLLOW MANUFACTURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND INSTALLATION OF CEILING MODIFICATIONS AFFECT BOTH PARKING AND EXTERIOR CONCRETE FLATWORK.WORK COMMON CORRIDORS AND STAIRS, BUILDING ENTRANCES, SUITE ENTRANCES, ETC. THE CONTRACTOR WILL SYSTEM, INCLUDING GRID, PANELS,AND HANGARS AND ACCESSORIES. SHALL INCLUDE BUT NOT BE LIMITED TO CONCRETE FLATWORK, ASPHALT PAVING C BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION 3. USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIES, INC. ACTIVITIES. RELATED TO ADA COMPLIANCE, RENEWING LANDSCAPE AROUND ENTRIES, AND C6 4. CO-ORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING BUT NOT LIMITED TO 10.PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE BUILDING INSULATION,GYPSUM BOARD, LIGHT FIXTURES, MECHANICAL SYSTEMS, ELECTRICAL SYSTEMS AND FIRE DRYWALL/METAL STUDS, DOORS/FRAMES AND PAINTING. ALL WORK TO MEET ADA RESTROOM FACILITIES. SPRINKLERS REQUIREMENTS. -C 11.STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT 5. PRODUCTS: WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT Q O PRE-CONSTRUCTION MEETING. UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER a. GRID_PRELUDE 24 XL 15/16"EXPOSED TEE(HEAVY DUTY COMMON BUILDING AREA BE USED FOR STORAGE. ) 7 CO CO 12.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. b. TILES-ARMSTRONG FINE FISSURED#1732, 24 x 24 x 5/8"W/ANGLED TEGULAR EDGE i 13.CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL, MECHANICAL, c. ACCESSORIES-MANUFACTURERS'STANDARD C ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. 6. ALL TILE CUTS SHALL BE DONE WITH RAZOR SHARP KNIVES. CUT/TRIM TILE EDGE TO CREATE TEGULAR EDGE CO 14.LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. CONDITION SO THAT CEILING TILES LAY FLAT. E N 15.CLEAN ADJACENT EXTERIOR AREA, I.E.WALKS,EXTERIOR GLASS,ETC. 7. AT CEILINGS OVER 144 SF PROVIDE HORIZONTAL RESTRAINT WIRE OR RIGID BRACING. ,IECEIVEJJ Q 16.PROVIDE"AS-BUILT" DRAWINGS OF THE WORK AT THE CONCLUSION OF CONSTRUCTION."AS-BUILT" 8. INSTALL CEILING GRID WITH TWO EDGES ATTACHED TO ADJACENT WALLS. THE OTHER TWO EDGES SHALL BE L0 0) O LC) § Dct DRAWINGS MAY BE IN THE FORM OF TWO COPIES OF CONSTRUCTION DOCUMENTS MARKED-UP WITH RED ATTACHED TO WALL MOLD USING BERC2 CLIPS ALLOWING THOSE TWO SIDES TO FLOAT. BUILDING INFORMATION 2 U) PEN. DELIVER RECORD DRAWINGS TO THE ARCHITECT. COMPLETE OPERATION AND MAINTENANCE MANUALS 9. PROVIDE CEILING SEISMIC JOINTS AT LOCATIONS AS SHOWN TO LIMIT CONTIGUOUS CEILING GRID AREAS TO BUILDING OWNER: MAY 1 2018 0 o CD h SHALL BE PROVIDED FOR ALL MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT. PACTRUST MAY HOLD NO MORE THAN 2500 S.F.THE STATIONARY SIDE OF THE JOINT SHALL PERMIT THE INSTALLATION OF A LIGHTW . 4 CONTRACTOR'S FINAL PAYMENT UNTIL"AS-BUILT"DRAWINGS AND 0&M MANUALS HAVE BEEN RECEIVED FIXTURE IMMEDIATELY ADJACENT TO THE JOINT. PACIFIC REALTY ASSOCIATES, L.P. ry r p U)❑ CV N AND APPROVED. CI CITY OF TIGARD Q} CV 10.PROVIDE RIGID STRUTS TWELVE FEET ON CENTER EACH WAY BEGINNING WITHIN SIX FEET OF PERIMETER 15350 SW SEQUOIA PKWY#300 Z _ 17.IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDE A COMPLETE, EDGE. INSTALL SWAY BRACING EACH STRUT ALONG FIXED EDGE IN ALL FOUR DIRECTIONS PORTLAND, OR 97224 BUILI} �i�I I �d (!)Q co ) FUNCTIONING PROJECT INCLUDING ALL GENERAL, MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED 11.IN EXISTING SPACES REPLACE WATER STAINED OR DAMAGED TILES. -C p I- O a TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED, REGARDLESS OF 0 Sv WHETHER OR NOT SHOWN ON THE DRAWINGS. 12.TUNE UP GRID SYSTEM TO WITHIN PLUS OR MINUS 0.5 INCHES OF LEVEL. (503) 624-6300 (PHONE) Ute}o i x 18.ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED"N.I.C.". 13.BENT OR DAMAGED T-BARS TO BE REPLACED. (503) 624-7755(FAX) _ d 19."AL IGN"AS USED IN THESE DOCUMENTS, MEANS TO ALIGN THE FINISHED FACES OF ELEMENTS IN THE SAME 14.REPAIR HOLES IN GRID FROM REMOVED WALLS. USE OF ARMSTRONG"BP ES-4"EXPANSION SLEEVE PLANE, EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. ACCEPTABLE. 20.00 NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS.DRAWINGS ARE INTERRELATED. 21.SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN 09 91 23 PAINTING TWO WEEKS OF PROJECT AWARD. PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TO REPLACEMENT AT CONTRACTOR COST.AN APPROVED SUBMITTAL DOES NOT CHANGE THE CONTRACTUAL INTERIOR: Fill REQUIREMENT TO PROVIDE THE SPECIFIED ITEMS UNLESS SPECIFICALLY NOTED AS A SUBSTITUTION BY THE 1. WALLS: CONTRACTOR AND SPECIFICALLY APPROVED BY THE ARCHITECT AS SUCH. REPLACE SUCH PRODUCTS ASIli DIRECTED AT CONTRACTOR'S COST. a. PRIME NEW DRYWALL WITH MILLER'S HIGH-BUILD"SUPER SEAL"PRIMER. 22.SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK, SPECIAL SYSTEMS,MECHANICAL, ELECTRICAL AND b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH MILLER'S 6200 OR3 PLUMBING SYSTEMS(INCLUDING FIRE PROTECTION SYSTEMS). SUBMIT A MINIMUM OF TWO COPIES OF ALL 4480 WITH A TIGHT ROLLER STIPPLE FINISH. RESTROOM FINISHES TO BE MILLER'S SIG LATEX ENAMEL. SHOP DRAWINGS FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD.ARCHITECT WILL RETAIN ONE 2. GENERAL NOTES: COPY AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR. Er a. KEEP ALL HARDWARE, HINGES,AND DOOR KNOBS CLEAN OF ALL PAINT SPLATTERS, DRIPS,OR ROLLER 23.THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS SPRAY. CONTRACTOR.ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER b. ALL SURFACES TO BE SANDED BETWEEN COATS, PRIOR TO INSTALLATION OF NEXT COAT. LICENSED BY THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE INTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE c. DURING PROGRESS OF WORK, KEEP JOB SITE CLEAN OF ALL PAINT MATERIALS,RUBBISH,CANS,AND CENTERED IN CEILING TILE(OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING TILE WHERE RAGS AT THE END OF EACH DAY. APPLICABLE). LOCATION OF THOSE IN GYPSUM BOARD CEILINGS SHALL BE PRE-APPROVED IN WRITING BY nol THE ARCHITECT PRIOR TO INSTALLATION. d. UPON COMPLETION OF WORK, CLEAN ANY PAINT SPLATTER BY USING PROPER METHODS OF WASHING AND SCRAPING, USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. 24.COORDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. e. PROTECT WORK OF OTHER TRADES. ILI 01 23 00 ADD ALTERNATE PRICING REQUIRED f. PROVIDE"WET PAINT"SIGNS AS REQUIRED TO PROTECT NEWLY PAINTED FINISHES. CC) 1. REPLACE ALL EXISTING CURBS IMMEDIATELY AROUND BUILDING. EXTERIOR' p0 03 00 00 CONCRETE 1. WASHING: a. ALL SURFACES TO BE PAINTED ARE TO BE PRESSURE WASHED USING A PRESSURE WASHER WITH A BUILDING LOCATION c 1. EXTERIOR FLAT WORK: SW 72ND AVENUE MINIMUM PRESSURE OF 2500 PSI. Ci) CO a. 4"THICK UN-REINFORCED CONCRETE SLAB WITH AIR-INTRAINMENT OVER 4"COMPACTED CRUSHED b. ALLOW TO DRY THOUROUGHLY ROCK(3/4 MINUS). Z CO 2. DO NOT PAINT OVER DIRT,RUST, SCALE,GREASE,AND MOISTURE. SCRAPE ALL SURFACES TO REMOVE ANY b. CONTROL JOINTS 5'O.C. MAX,EXPANSION JOINTS 20'O.C.OR AS SHOWN ON PLANS. SCALE. (") 113-1-1 L U c. HEAVY BROOM FINISH WITH TOOLED EDGE EACH SIDE. 3. ALL IRREGULAR SURFACES TO BE FEATHERED OUT AT EDGES BY SANDING. �'^_ I� O_ Q- 4. ALL METAL SURFACES WITH VISIBLE SOILING TO BE WIPED WITH APPROPRIATE THINNER TO CLEAN. IX 07 00 00 THERMAL& MOISTURE PROTECTION G !� 5. SPACKLE ANY IMPERFECTIONS IN SURFACE WITH EXTERIOR SPACKLE,SPOT PRIME PRIOR TO INSTALLATION k�y� � K P I H 1. ALL NEW INSULATION AS INDICATED ON THE DRAWINGS,TO BE R-19 BATT INSULATION WITH A WHITE FOIL OF FINISH COATS. f A 0 r fj� FACE. 6. CAULK SEAMS AT JUNCTION OF ADJOINING SURFACES WHERE OPENINGS ARE VISIBLE TO THE EYE. 0,s, `�--_ " r 1 LL 7. METAL SURFACES I.E.SIDING, ROOFING, DOORS, FRAMES,GUTTERS, ELECTRICAL PANEL COVERS, ETC: 00lir ��/ 08 43 13 ALUMINUM STOREFRONT DOORS AND WINDOWS oy T - Q c a. FERROUS METALS: c� N {Q 1. DOOR/WINDOW FRAMES: 2"x 4 1/2"OS GLAZED. NEW-PRIME WITH ALKYD OIL PRIMER,FINISH WITH EXTERIOR ACRYLIC TO ACHIEVE UNIFORM s"�� 1 ; ❑ 2. DOORS 1 3/4"X 3 112"TOP RAIL AND STILES AND 1 3/4"X 10"BOTTOM RAIL,SQUARE GLAZING STOPS. COVERAGE. ��� i• Ur 3. DOOR HARDWARE:DEAD BOLT LOCKS AT NEW EXTERIOR DOORS TO BE INSTALLED WITH A SCHLAGE EXISTING-SPOT PRIME RAW AREAS WITH ALKYD OIL PRIMER AND FINISH WITH SEMI-GLOSS ACRYLIC TO ''Po4 4 1 ir. - CI MORTISE DOUBLE CYLINDER 20-013C "C'KEYWAY;SOLID BRASS;WITH ADAMS-RITE CAM AND COMPRESSION ACHIEVE UNIFORM COVERAGE. RING 1 1/8"LENGTH WITH HARDENED CYLINDER GUARD RING KEEDEX K-24. GEAR HINGES. FINISH TO MATCH s M • O CO BUILDING STANDARD. a. GALVANIZED METALS: • 4. APPROVED DOOR,FRAME,AND HARDWARE MANUFACTURERS INCLUDE: NEW-TREAT WITH GALVAWASH, PRIME WITH ALKYD PRIMER,AND FINISH WITH EXTERIOR ACRYLIC TO , N - -- ACHIEVE -ACHIEVE UNIFORM COVERAGE. a. CASCADE ALUMINUM EXISTING-SPOT PRIMER WITH ALKYD OIL PRIMER AND FINISH WITH EXTERIOR ACRYLIC TO ACHIEVE cE W b. KAWNEER UNIFORM COVERAGE. O c. US ALUMINUM a. ALUMINUM -NEW OR EXISTING, PRIME ALL RAW ALUMINUM WITH VINYL WASH PRIMER AND FINISH WITH co 5. FINISH: <CLASS I DARK BRONZE ANODIZED FINISH(OR BLACK-MATCH EXISTING),0.7 MILS THICK><CLASS I EXTERIOR ACRYLIC TO ACHIEVE A UNIFORM COVERAGE. _ r CLEAR ANODIZED FINISH,0.7 MILS THICK 8. CONCRETE WALLS: TO TBC I&II V) a NEW-COVERAGE.IME WITH KRILL PRIMER SEALER AND FINISH WITH HIGH SHEEN KRILL TO ACHIEVE UNIFORM CD LOCATION MAP z� cor`1 09 00 00 FINISHESNOT TO SCALE GENERAL b. EXISTING-SPOT PRIME WITH KRILL PRIMER SEALER AND FINISH TO HIGH SHEEN KRILL TO ACHIEVE W UNIFORM COVERAGE 1. CLEAN,SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS SPECIFICATIONS. T- < 9. E.I.F.S.: 2. SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING: a. NEW-PRIME WITH KRILL PRIMER SEALER AND FINISH WITH HIGH SHEEN KRILL TO ACHIEVE UNIFORM i -0 L C a. FLOOR COVERINGS, BASE AND TRANSITION STRIPS COVERAGE. b. PLASTIC LAMINATES b. EXISTING-SPOT PRIME WITH KRILL PRIMER SEALER AND FINISH WITH KRILL FLAT TO ACHIEVE UNIFORM c. ALL NATURAL WOOD(INCLUDING DOORS AND CASEWORK) COVERAGE U d. PAINT 21 00 00 FIRE SUPPRESSION : DESIGN/BUILD c N e. TILE, MARBLE,GRANITE,STONE,GROUT AND SCHLUTER TRIMS 1. PROVIDE SPRINKLERS THROUGHOUT SPACE AS REQUIRED BY CODE. SPRINKLER HEADS SHALL BE fl C 10 f. TOILET PARTITIONS CENTERED IN 2 X 2 CEILING TILE. LAYOUT OF SPRINKLERS BY CONTRACTOR. SPRINKLER LAYOUT IN ALL HARD CODE SUMMARY I,, I 'c C2 C) CEILING AREAS(GYPSUM BOARD/PLASTER)TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO g. HARDWARE INSTALLATION. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE U m -c O 3. FINISH FLOORING TO EXTEND UNDER ALL NEW CASEWORK. 22 00 00 PLUMBING : DESIGN 1 BUILD L11 r , @ 73 4. PROVIDE A TRANSITION STRIP WHERE EVER TWO DIFFERENT FLOOR MATERIALS MEET GENERAL REQUIREMENTS WITH STATE AND LOCAL CODE REQUIREMENTS THAT W BMMJ L t!� @ 5. PROVIDE SCHLUTER METAL TRIM AT ALL EXPOSED EDGES OF TILE(EXCEPT AT BULLNOSED EDGE)OF TILE 1. CONTRACTOR TO SUBMIT LAYOUT ON ELEVATIONS AND PLANS PROVIDED FOR ALL SHUT OFF VALVES,CLEAN Q W j CLQ (CERAMIC,QUARRY OR PORCELAIN) OUTS,ACCESS DOORS,AND FLOOR DRAINS TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. APPLY, INCLUDING BUT NOT LIMITED TO: 09 21 00 GYPSUM BOARD 2. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL(1)MASTER SHUT OFF VALVE FOR EACH SET OF • 2014 OREGON STRUCTU RAL SPECIALTY CODE CO CL .- IZ RESTROOMS. LOCATE VALVE BEHIND HANDICAP WATER CLOSET IN MEN'S TOILET ROOM. GENERAL 3. ALL DOMESTIC WATER PIPING TO BE TYPE L COPPER-NO EXCEPTIONS. ALL EXPOSED PIPING TO BE • 2014 OREGON MECHANICAL SPECIALTY CODE (GMSC) REVISION 1. ALL GYPSUM BOARD WALLS: ONE LAYER 518"TYPE X GYPSUM WALLBOARD, EITHER AT RIGHT ANGLES OR PARALLEL TO FRAMING ON EACH SIDE OF METAL STUDS SPACED AT24"O.C. FASTEN WITH 1"TYPE S 26 00 00 ELECTRICAL : DESIGN 1 BUILD • 2014 OREGON PLUMBING SPECIALTY CODE (OPSC) DRYWALL SCREWS 8"O.C.TO VERTICAL EDGES AND 12"0.C.TO TOP AND BOTTOM RUNNERS AND GENERAL INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24"O.C.(OR ONE STUD SPACING), • 2014 OREGON ELECTRICAL SPECIALTY CODE (OESC) 1. EACH SIDE AND OPPOSITE SIDES.. 1. ALL ELECTRICAL FEEDS TO OUTLETS,SWITCHES, ETC. MUST BE VERTICAL DROPS FROM ABOVE EXCEPT FOR 2. ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND TWO FINISH COATS WITH SANDING BETWEEN HORIZONTAL RUNS UNDER WINDOWS AND RECEPTACLES ON THE SAME STUD, • 2014 OREGON FIRE CODE (OFC) 2. FINISH COATS. APPLY USG SHEETROCK BRAND FIRST COAT. PAINT AS INDICATED. 2. PROVIDE TYPEWRITTEN UPDATED SCHEDULE AT PANEL TO IDENTIFY CIRCUIT BREAKERS. 3. ALL OTHER GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND ONE FINISH COAT WITH SANDING AFTER FINISH 3. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN EXIT PATH SHOWN ON PLAN EQUAL TO • ASCE-7-10 3. COAT. PAINT AS INDICATED. 1-FOOT CANDLE. • ICC/ANSI A117.1-2009 4. IN FINISHED SPACES FURR-OUT BUILDING COLUMNS AND EXTERIOR WALLS WITH 5/8"GYPSUM BOARD OVER 4. LIGHTING ENERGY MANAGEMENT IS REQUIRED IN ALL BUILDINGS. 4. METAL STUDS. EXTERIOR LIGHTING • 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE WALL CONSTRUCTION MATERIALS 1. ENTRY LIGHTING AT RECESSED OPENINGS: LITHONIA LF6N,26DTT LAMP, F6OSA RELFECTOR.(EMERGENCY 5' 1. PROVIDE STUDS,TRACKS, BRACING, FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE BATTERY PACK OPTION EL) OFFICE COPY 6. INSTALLATION. 2. LITHONIA LIGHTING WST LED 1 10A700/40K SR4 MVOLT ELCW DDBXD. EXTERIOR EGRESS LIGHTING 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED WHERE PHYSICAL STRUCTURAL CITY OF TIGAIM RD 7 PROPERTIES ARE NOT INDICATED,THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED LIVE LOADS. CITY�I iJ 1 1 lii�J DESIGN FRAMING IN ACCORDANCE WITH AISI SG-673. 32 00 00 EXTERIOR IMPROVEMENTS REVIE D FOR CODE COMPLIANCE 8. 3. COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO ASTM A446/A 446 M GRADE A(33000 PRIOR TO ANY EXTERIOR EXCAVATION OR BORING,GENERAL CONTRACTOR SHALL OBTAIN AN UNDERGROUND PSI)G60. UTILITY LOCATE. Approve I 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S.GYPSUM,GEORGIA PACIFIC,NATIONAL GYPSUM OR 32 01 11 RUBBER AND PAINT REMOVAL FROM PAVING OTC; - AN APPROVED EQUAL. 1. USE SAND BLASTING TO REMOVE UNWANTED PAINTED LINES AND STENCILS FROM PAVING AS INDICATED ON DRAWN BY: 5. STANDARD GYPSUM BOARD SHALL BE TYPE'X',5/8"THICK WITH TAPERED EDGES CONFORMING TO ASTM THE SITE PLAN. BLACK PAINT OVER EXISTING PAINT IS STRICTLY PROHIBITED. Permit#: YiTT /ll?r'-ddd/,. MWN C-36. 32 17 23 PAVEMENT MARKINGS Address: I S' f s .-r Rcuov,et.,-- rror 6. WATER RESISTANT GYPSUM BOARD SHALL BE 5/8"THICK WITH TAPERED EDGES. CONFORMING TO ASTM 1. PAINTED HANDICAP STALL SIGN:CONTRACTOR TO USE LANDLORD SUPPLIED STANDARD HANDICAPPED �� 04/30/2018 C-630. STENCIL. DO NOT APPLY OPTIONAL ADA BLUE BACKGROUND. Suite#; 7. AT TOILET ROOMS USE 5I8"USG FIBERROCK BRAND AQUATOUGH INTERIOR PANEL FROM FLOOR TO 48"A.F.F. 137 - Date s-7-- I - ` PERMIT/BID SET ON WALLS BEHIND OR ADJACENT TO PLUMBING FIXTURES. NO SUBSTITUTES.(EXCEPTION: EXCEPTION AT Lit LOCATIONS TO RECIEVE PLASTIC LAMINATE OR TILE WAINSCOT.) 8. AT TILE WAINSCOT LOCATIONS INSTALL CEMENT BACKER BOARD Y"THICK WITH SQUARE, REINFORCED, SMOOTH EDGES. PROVIDE DUROCK BRAND CEMENT BOARD OR APPROVED EQUAL. 9. INSTALL WATER-RESISTANT GYPSUM BOARD BEHIND WAINSCOT OF FRP, PLASTIC LAMINATE, ETC. 10.TRIM ACCESSORIES SHALL COMPLY WITH ASTM C-1047. CITY� 11.USE GEORGIA PACIFIC DENSGLAS GOLD ON EXTERIOR FACE OF EXTERIOR WALLS AND COAT WITH STO FINISH CI 1 OF TIGARD SYSTEM. Approved by Planning Almo WALL CONSTRUCTION EXECUTION Date, _ Hy1. FASTEN FRAMING MEMBERS TOGETHER BY WELDING OR BY USING SELF-DRILLING OR SELF-TAPPING + _ SCREWS. WELDING SHALL CONFORM TO AWS 013 WELDING PROCEDURE. ELECTRODES AND SCREW Initials: .S .. '`3\%rs' GENERAL NOTES - NEW `�� MICHAEL /4 • r I ` • • , • w WIRE to THWANG n �, fA. IT SHALL BE THE CONTRACTOR'S AND/OR THE © _...a. SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS, DETAILS, AND JOB SITE ��► PORTLAND,OREGON ■ Ilr CONDITIONS PRIOR TO PROCEEDING WITH THE 9/ 5851 t� oipplia do WORK, AND REPORT ANY DISCREPANCIES TO `C O O� — THE ARCHITECT BEFORE STARTING o ■ CONSTRUCTION. �- -- - ,,,_, - ( _- -__:, ;.,>r ,,a, B. REFER TO SHEET A-0 FOR GENERAL PROJECT PROJECT # 18190 ��, �fi, ,` q.;�":: I•.;i;; :., ;` ; F?: . ,,'•��^ � „ I; ;.i "- CD:, SPECIFICATIONS. � i\ y4 44 7 �.,a` .0:$,,, �``. i^'ro44?�`.<` I Ii l� L,kr�, ,'.1 l ' • ; < o i`:y�� ti;: SyS y4 i t, 4e; 44�, rNp��/ I ;N r•,•'''',•:'':1 . .1 c <>,(>.,i 6 • 1 P .1C0.0: 1 44 ;; �4 y4'v ;� / j', 4:)-',"'. 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IT SHALL BE THE CONTRACTOR'S AND/OR THE .�'�/ IT`--- -_ I + I + ET`--`--�. _ SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY �� .<<1CI4��tt r, a . . <•...k1 i 777\- -:, •e r\ " -45s 7`.7.‘"-\'': [ "-",%-c-777,71 - c.R° 4 8 C • 6.\\111\‘‘\\\\%\\\\ ::>" 11`` `\ ` ` \``` `` `"' " `` �, ��;,`rr�y ; , j = `l ALL DIMENSIONS, DETAILS, AND JOB SITE ��► PORTLAND,OREGON 4'' 1:11111111111 \\`1,\ ;`\\'/ //, ;w`;;;j imi \; .w\\\\\�'.,,; /�,w\\ � 1.2„ „6„,,,, ,,.. ...:,,,,\ ,� ,mow\�\\\� a �/ CONDITIONS PRIOR TO PROCEEDING WITH THE czt 9� 5851 w t • • WORK, AND REPORT ANY DISCREPANCIES TO O O� r\• \ww▪\\..\.*,:';%.% `\:J I,w•\ w. \\ ./ / ` •\• BEFORE STARTING ▪ww „‘„,,....,„.1.-1,./„...,/,,,,,, \ www \\`ww\�:.i,�/�/• \w;\w\ . . ♦vl. / l` \` Www • \• s„ . , ,\ THE ARCHITECT 1.1',.‘":::11,,,r,....\\::„:::•••‘..:`,4/„.„......;...;,,'"1\\\\, 4` \`41.\•w\,• -,�///,i l\`w\ �w*` ��\,:::,,,,...';.;-/....,;;„` ' r \ \w\`I\ \wwwN1 \' 4 e'o 0 `...',.•4)\\7',.•;',:.?./..4/-i'/ l `♦ L `SI,• w // ` \�.. t, \ w w \\ \14 CONSTRUCTION. 4`.\ h \\` \`r' '-/- `` *+ �`` `y)•ww \ ` �/ �/ �� \` `\ `\ //'� \w B. 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III I i ii„.4„...#440 046 I ) • - .0. - Nrit . .:::... 7-110 , : ilklir 3. • 4e•• •• •• ,L'. 4 I i I I\ - ,. fr..HO'[ I I . e: to,....740 ►~ 4w�y004 , ; < a� ".,",.` 1 F I'.':.:-.-...t:... _ At:4+:14 0. -\\*... / .4, 0, 4117 • • \_,,,.......)- g 6. i+ tix + r •: nr.-,n aR•fry - lti:; ti' ry4,�r"�• �� -, l 8. CONSTRUCTION LEGEND e !;.,,,w IIIK\A)IBY, \N>1•11:10 I __ ._. . ._ - SITEWOR/ NEW K -;'S;":.'•;.. / DRAWN . •,:: MWN I I • ° ` 1 NEW 4 CONCRETE SIDEWALK- / . _ •'hY U f '� 04/30/2018 l J PERMIT/BID SET I / %� NEW ASPHALT PAVING Q S °•°•°•° NEW ADA TRUNCATED DOMES.BLACK 1 FLOOR PLAN - NEW 2 ZEl) g FIBERGLASS,FASTEN TO CONCRETE WITH A-6 A-4 itige e:;S :�,��,°g°; MECHANICAL FASTENERS. A.4 .....•••••F-40, SCALE 1" = 20'-0" ± .' AREA TO RECEIVE RENEWED LANDSCAPING 5' (4)EQ 45' 11' 33'-4" I �� Cy SCORE 35'6" ,2'-10" 15 45'-,�" 12' ,Q" LINES 9' (5)EQ „'_1{3" $'CORE s' (4)EQ •Q GENE RAL NOTES - NEW �� MICHAEL /' �. . ` i - .. 1 . / Y;EC SPACED (5)EQ SS V WIRE THWANG ro Alik LINES n `�" "ih15 g �` A. IT SHALL BE THE CONTRACTORS AND/OR THE —{ — ' A-8 1 ALIGN END OF PLANTERS, � � A_IGN END OF PLANTERS_ _ SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY - - - - - - - " - - -- - - — - - - - - • - 'ARKING STRIPES AND - - - r ALL DIMENSIONS DETAILS AND JOB SITE PORTLAND,OREGON - - - - • 4i-\\ PARKINCI STRIPES AND '. ,:'r'.• '� U ,�:.; fi . ♦ !♦ •_ ACCESS AISLES ♦♦ i. �.±: :.1,.,. ��♦♦♦ . : ; �'• ;��; ACCESS AISLi:S 1 a CONDITIONS PRIOR TO PROCEEDING WITH THE 5851 �� I , ♦� ♦'� • r;.: ,`:_ ♦♦�♦ ♦♦`Ili 41,r: r .'I I ♦♦♦���° " 'AF` WORK, AND REPORT ANY DISCREPANCIES TO 8 OF ` ♦�!+♦�`- ''a ♦ THE ARCHITECT BEFORE STARTING �+ ii !♦♦♦♦" 11 4 I X'Y') ' : d 0 11 �♦♦- .� r) CONSTRUCTION. ♦♦ . : � r :: :;. :.: I ♦♦♦♦: > PROJECT # 18190 '- I ♦ t1 ♦♦j�► ;:., ♦*:+♦♦♦� . B. REFER TO SHEET A-Q FOR GENERAL PROJECT 1 tt-�♦`♦;��♦�♦ ` ' I I = � ���♦ {.. I I .� ���`: ': • TM SPECIFICATIONS. �r��♦♦ • rte��♦♦ .`P40j�;►Nit,► I CURB TART IIU! '`♦��CV/ �♦ 1 N.♦ '�I�♦ \ . 4_'� �. �. ©TPP. Mill •t .„ •• )0,;,..... .41' ...For,A. , i C. �' • o !:Vii; 3\ t 1: / ,-- ip . ' ^� 3 �i vw♦�� o ♦NI:e♦♦♦+) � �� � © b ����I 1 •,'' I ! Q C 41 •• 1,„,......,.... :„.„..„ .,. .,, .:. .:.,,. ef.„. ,,, . •k•. I � 0 o Lam_. ; ;,: • co L-1/2 Z y� TF I • C r _‹ . - - - - II 1 ----S \ CD Q N coo ii.u_. . , N r•••- (71- �� SITE PLAN - NEW Z o� o � A-5 SCALE 1" = 1V-0" O i ,--y-)„..,,,, , y • r , ,:,), „ ...„ . ,,_..), � � W �❑ NN • I 8' �r S' 33'3" CO _ (4)EQ SPACES / Z .__eO ,,. .,• .,,.. ... . , . ... CURB TART a �► ♦♦♦!Ns s ;..* t - ♦♦♦♦r♦!�♦��►f♦dam♦.`.♦ © G I -!♦!♦� �. F. KEYED NOTESNEW M w '�` �� ♦�♦♦!♦♦! �♦� '.:''. 4:* - CURB END 'r .••,. . IPIT : •:;. ♦ ♦ ♦♦�♦�♦ _ • - RV NEW CONCRETE SIDEWALK. . 3 :" IS/ 0 ,,,, r• — • - ......•. 10 C 2 NEW CONTROL JOINT,ALIGNED AS INDICATED. IE +;. : '•' ,. ' ?'{ ( b • 0 i^.. O NEW 6"CONCRETE CURB. 1.1 ^'-,. a 4 NEW 4"TRENCH DRAIN RECESSED IN CONCRETE SIDEWALK. in iflict � �� : ':"' : {:?; ii( :r: - : •f• CONNECT TO EXISTING STORM LINE.TRENCH DRAIN TO BE ♦♦♦♦I, 4 :.....::::::::::::.:;:.;•;:.;•,.:...:'...::::::..:;;'.: : 1" a �� O POLY DRAIN TRENCH DRAIN MANUFACTURED BY ABT,INC.WITH ♦♦♦ ♦/ ,_.• ..,. • ♦♦ Q PERFORATED HEEL-SAFE GRATE MODEL 2413,OR APPROVED r A \ Om. .::-:.,.'.:'''''' \op ♦♦♦♦♦ ♦ � I V ` O E ::::::::D • ASSOCIATED PAINTED STRIPES. • �QIr G �i m , :Y, 7 SLOPED SIDEWALK PANEL, •!♦♦®,�♦•♦•♦♦1 ' `. . : : :::.... �.�. r V/ "6,, `";"',' to.,::: :::: ::: K ADA TRUNGATEd DOME PANELS. :,4 la: a ..i.r,,litp,,4.41 6, O III/ /AO\, EXISTING ADA PARKING SPACE TO REMAIN. 000 . 41 ..... .......... $44.41..."• 4 ♦ ♦�♦♦!♦ OZ �,♦♦ • ;N 41",... P.IA\ .. 0 AREA T°RECEIVE NEW AND RENEWED LANDSCAPING. Q. ♦!it'd♦iit ♦♦♦ .., , ,:t. �►♦i♦i!! !♦♦♦ ♦♦�,�♦ - - . `,' 1 RECONFIGURED AREA DRAIN.: y'',`� i� % / @ RENEWED LANDSCAPING AS INDICATED.MATCH EXISTING. ♦ � A - )1 ! S' " . c? Y': 13 NEW AREA DRAIN.CONNECT TO EXISTING STORM LkNE. 'a• ° i / Ili CC , 14 NEW ADA SIGN.INSTALL 4-0 FROM FACE OF CURB TO0 ►♦♦♦ :::::;i :i:::r:::::i::: ;::::: :::. :r.:::: `:::::: : � CENTERLINE N. POST. el\ \ ..\.:.\/ 15 NEW ADA STRIPING AND PARKING SYMBOLS. D illiah 'ir ♦ ♦♦♦!+j♦ �►.♦♦ Mr 16 ALIGN EDGE OF(N)CONCRETE WITH EDGE OF(E)CONCRETE. 2 ♦♦♦♦♦♦♦♦ ♦S�♦�� �)11:/ 17 (E)SEAT WALL TO REMAIN.TYP. • 110 OR CONCRETE WALL. 1 g PAINT NEWLY EXPOSED PORTIONCO C I- !♦♦♦ �♦ �� IA Ily E RAILIN EE 1 A • 1 9 NEW CONCRETE STAIR WITH STEEL PIP G S / B CO i ►�i♦i♦i♦!♦i♦i♦♦♦�r♦♦♦♦!♦.��♦♦� ....: : : :: : : : : : :: : : ♦ ..//:111‘ .� �o ALIGN. ♦�.♦♦♦.♦�♦♦♦,�♦�♦♦♦♦.��.� '.:•:.'•:•:-:•:•:-:•:•:-:•:•:.:•:-:.:.:.:.:.:.:........ .♦�♦`♦.�. MATCH LINE.SEE 2/A-6 CO 6,11/4, ,+ w .�:. .: � � �� ,' Ps♦♦♦♦ � ♦♦ ,`♦ ♦ I _ CONSTRUCTION LEGEND r a. i♦i♦♦♦♦♦i♦i♦i!i♦ �! 1111, I i♦i`i!ilili�♦♦i♦i♦i♦i♦i♦i ♦�i S ITEWO RK NEW a) csi "' NEW 4"CONCRETE SIDEWALK.HEAVY BROOM U I) N • ..•h ~-' FINISH.JOINTS PER DETAIL XIXXX.SPACE --! OSITE PLAN - NEW Z JOINTSASINDfCATED. CD fl p• ED CD ♦ SCALE 1" = 10'-0" C a) •NEW ASPHALT PAVING (kH to 11 _ O m � O W V c ,g%go;ego;og• NEW ADA TRUNCATED DOMES.BLACK 0 < In (a ' to ,1.10:::::: FIBERGLASS,FASTEN TO CONCRETE WITH Q COf.i.l U = SITE PLAN - NEW '"°.4•:•:oe•° MECHANICAL FASTENERS. d O Z� isao9ocnooe� cn d � Q- SCALE 1" = 10'-0" / NEW TEXTURED CONCRETE PAVING REVISION • AREA TO RECEIVE RENEWED LANDSCAPING TO MATCH EXISTING. 2. 4 3. -—--- DASHED LINE INDICATES EXTENTS 4. OF NEW CURB LINES 5. NEW CURB 6. 7. 8. DRAWN BY: MWN 04/30/2018 PERMIT/BID SET _ A <�ED A,90 � _ GENERAL NOTES - NEW �5 MICHAEL /14 fil +� ♦♦� as♦.♦.♦♦♦♦.♦.♦.♦I � ♦ ��♦ �� w WIRE THWANG - ♦ -y♦ ♦♦� a,� � A. IT SHALL BE THE CONTRACTOR'S AND/OR THE —� '' �o ♦+♦�♦♦�♦♦♦�♦+ ♦♦♦♦ ♦��♦ ♦♦ ♦ SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY �� ♦♦� ♦♦♦♦♦♦ ♦ ♦♦ . r♦♦♦,11'♦' ♦♦� cJ3 • � �♦♦♦♦��♦� ♦ � ♦♦�♦�� ♦♦� �� ALL DIMENSIONS, DETAILS, AND JOB SITE PORTLAND,OREGON O ♦�♦��♦��♦♦♦♦♦��►� . �♦� ♦ CONDITIONS PRIOR TO PROCEEDING WITH THE 9 5851"'''r F o� —— ♦♦� WORK, AND REPORT ANY DISCREPANCIES TO �,(` '01m MATCH LINE.SEE 1/A-6 THE ARCHITECT BEFORE STARTING V F AIL 1;, � ,,/ �o CONSTRUCTION. � ♦ B. REFER TO SHEET A-0 FOR GENERAL PROJECT PROJECT # 18190 b� ;:i .-: Ap• F© SPECIFICATIONS. '.; • : 0.,•:- \ ###* /4••44‘:41411.10' ' . , CO \1&d4w+• 1 .1.`4,/c° �� © ® � KEYED NOTES - NEW o \\/114. ���' I 1 NEW CONCRETE SIDEWALK. COZr? l 1 .*:+4e, tpre \ ` ' �+� ♦�•�+�'`�♦�•�* `i ` NEW CONTROL JOINT,ALIGNED AS INDICATED.1 •'-- CO ' .,�, �^'„,••� 0 ��5`... ` NEW 6”CONCRETE CURB. Q N ,,,,,t,„. ttC��� �, `3�a3ckE9 4 NEW ADA SIGN. O C 2 Cf :. I • O PARKINGADA SYMBOL.� ��� -� � • 2 • NEW S � �� � � { , � �� � �,i� "i - •,-.,�; °`; - O NEW ADA ACCESS AISLE AND ASSOCIATED PAINTED STRIPES. � (n� 0.1 04 0::: : � ._rte } . . . z • V� ' r: s O7 SLOPED SIDEWALK PANEL, 1 � / r ;;mss. ♦♦♦♦♦.♦ -� 7 ♦ ♦ CO(Q Q "" N:117":0; •., O %S; �•©♦top ♦♦�♦♦♦ �• .` \ $ ADA TRUNCATED DOME PANELS. 0 0 .w �` �' �% •1� �•♦ O EXISTING ADA PARKING SPACE TO REMAIN. ' * :� �.:♦ ��♦ • 1 Q EXISTING ADA ACCESS AISLE TO REMAIN. SIM. r (;), A .� #411041M.411, `fr REMAIN. 6 04,4:,:,. %I ' ', # � .01" ♦ `1 11 EXISTING AREA DRAIN TO • i±11,,LF�,, •� ``•/SCC = 12 NOTE NOT USED. IlMil ... . , _ _ _ _ _ _ _ _ _.. ._:.-,_„;6e r.: . ,: .:_:, *� 13 RENEWED LANDSCAPE GROUND COVER.MACH EXISTING. m m Asi,,,G ' • _ D 14 GRASSES ADJUST RRIGATOION A5 NECE SIARY FOR NEW D 3 �51�a I C0 m PLANTINGS.MATCH EXISTING WHEN POSSIBLE. . •. • .•.\_ 15 CENTER NEW SIDEWALK ON CENTER OF OPENING. , ,............... it.. tj .•.,...•.:. O �`1 �� 16 MEDIUM SIZED BOULDERS TO RETAIN REGRADED SOIL. I '..'-•'• '' 1 ift u. ..---- .. .... . • 045 _ 2 SITE PLAN - NEW - Z A `� co A-6 SCALE 1" = 10'-0" ,• —-,14:: -/ a 6 on C Cn CU CIO -'`.%:'. $ .- _ CONSTRUCTION LEGENDco •t Z � � SITEWORK NEW � U y � 7 Q �a `/ T j1 •'• NEW 4"CONCRETE SIDEWALK.HEAVY BROOM . j ' ••-4 •'•'' FINISH.JOINTS PER DETAIL X/XXX.SPACE I— «5> • • - / ,., JOINTS AS INDICATED. < a .;.• •— 0* `� �.r'� 'u (, LL �� (<9. - '• NEW ASPHALT PAVING 0 4S) ,04 ,..Ai• Alk M 0 <e°' - - A-8 oOoO.O.O 0•a NEW ADA TRUNCATED DOMES.BLACK : e'8ao oQoao� FIBERGLASS FASTEN TO CONCRETE WITH O J �d •:.` :°°:°° MECHANICAL FASTENERS. CJ] NEW TEXTURED CONCRETE PAVING . • , _ A : • .. . ,,,,,:•,...• ♦�1 AREA TO RECEIVE RENEWED LANDSCAPING TO •� r ♦ 1 MATCH EXISTING. (f) ♦♦ �, &A ® ----- 0) w • ~ .. DASHED LINE INDICATES EXTENTS • .' � • OF NEW CURB LINES ` Q 1 T 1 NEW CURB rr L N C C N. aid wN c) r.._ _ F— = � o ♦ ♦♦♦♦♦♦♦�♦ LL -C _ • �♦�♦♦ ♦�♦ ' w U U C -o ::,'..•y... (5)EQ SPACES ' ♦♦ ♦ �♦ ♦ 0 < CO t), CD E ` . . . . . !,? i CL CL EL ct (4) 0 F. 1 ' ♦ ♦♦♦♦ REVISION • 3 2. NEW CURB 3 SITE PLAN - NEW 3. END POINT _. --- -- z ED A-6 SCALE 1" = 10'-0" 4. 5. 6. 7. 8. DRAWN BY: MWN 04/30/2018 PERMIT/BID SET . 4<co%U A/90 EXSITING ROOF STRUTURE EXSITING ROOF STRUTURE -- - EXISTING R-19 INSULATION C--.. WIRE M§CHATHWANG01 EXISTING R-19 INSULATION Luc---)6"HANGER TRACK I/IIIb►111!11111111'i►IIIIb11111111j11111b �i !l.114414.4444 /44.441Y44I1lb444144I144414ele ATTACHED TO CONC. ~I WALL WITH EXPANSION +' C�� PORTLAND,OREGON • BOLTS(2)EA @ 24"O.G. : O -- --- 5851 • (E)R-11 BATT INSULATION FS /� O�� (N)R-11 BATT INSULATION FS • O F 25 FOIL FACE STICK CLIP ON CONC. 25 FOIL FACE STICK CLIP ON CONC. �---J - i WALL OR EXTEND STUDS WI s WALL OR EXTEND STUDS W/ •• INSULATION TO ATTACH STO PANEL 2 INSULATION TO ATTACH STO PANEL PROJECT # 18190 // 33 3 518';METAL STUDS j ` ---- EXISTING CONC.WALL EXISTING CONC.WALL @ 16 O.C. N %; 3 3• Q DEFLECTION CHANNEL- 3Q ATTACH TO ROOF STUCT : -(N)R-19 1 WITH(2)#8 SCREWS 1 INSULATION AT 24"O. 3 f - 6"HANGER TRACK 3 CO 6"METAL STUDS ATTACHED TO CONC. ---- ® - @ 16"O.C. WALL WITH EXPANSION 3 ' _` 3 BOLTS(2)EA @ 24"O.C. EXISTING ACT CEILING Lr-! !1!'!!!!!44'44�l�l�l1'1�.•.i ►1'C1111119'44I ` �y ' CO 1 �s� WINDOW ELEVATION - EXISTING Z N N , ALIGN STO PANEL WITH -�-- ALIGN NEW STOREFRONT WITH FACE A-7 SCALE 1/4" = 1'-0" CO BOTTOM OF CONCRETE ( Y �� ��' �� OPENING. 4 OF EXISTING CONCRETE. E fl�y �A-9 Q_ {V Orn oo � ,, �� �'� - -STC TYP. FINISH ' M ti NEW LED LIGHT PER d p 2 r� SPECIFICATIONS. — co© N N \ 6" HANGER TRACK ATTRGHED CD (0 I TO WALL STUDS WITH(2)#8 (D z ------•SCREWS AT EACH STUD. .0 O FJ-- Cy") 1 FLASHING mtr)a X r H 9 O 0) A-9 NEW CONCRETE SLAB -- NEW STOREFRONT SILL WITH TURN DOWN. #4 REBAR @ 24"O.C.WITH 5"EMBED INTO EXISTIf 10 (L-4) FOOTING-LOCATE IN CENTER OF TURN DOWN. - 3 A 9 JOINT Br=TWEEN ENTRY8 GRAVEL BED. DO O O BASE FLASHING. SET A-9 SLAB AND SIDEWALK. / i ICE IN BED OF SEALANT. \--- -- SLOPE 1' 7 -- _�} f��- _ /� STEEL EDGING. ( \\ 1 i" 118" - 1 1 - a I i , '� • I i-111-1 1 I- -- - 171 ---- ---- --------,=: �i NEW CONCRETE ENTRY �' � �' �' I I=1�=I ADD SLOPE TO TOP OF EXISTING FOOTING. I •?-1,.?„,"-•.1.-,• yl 'f :� .Y,r O . ':. EL .. Li SLAB WITH TURN DOWN. �rii. ii�•�r •%!�i�i�i i. si�1,A, i ivvv _ _ 3 lioit.ir T e00070 ,0040 0gm ' . �-�. tar •- • ��,--�r_r-�Y •Y • •Ya. •.• •_...." � I_ ,._-4,,,,,,,,.4"4",II----III-I I1= Y•105." '"-+Y,�` t * 4/ +C iipo L A. -' . � •• -• ADD SLOPE TO TOP OF - - : + :i- .� ? is . _ _ . :. :. e. I I I- I I I Al r_..r .r_: II la I-III-I l III=1 I-III=III-III- I =1 I I =1 I-I �Ii-111E111=111=1 1=1 1-1 i 1-11 H-H I II I I-!I I t EXISTING FOOTING. I �r� _ EXISTING CONCRETE SLAB. 1-1 I I=111=1 I I=1 I I=i I I=1 I I=1 I I=�1=III-I I I=1 f r... 1.-11-1111-111 11=111-111-III 11-11 1..I 1111- 111 EXISTING CONCRETE FOOTING �� _ _ _ EXISTING CONCRETE FOOTING. I I- I I 1----111=11{ =111=111=111-111=111=111-11-= _i 11=111=11=11 I=t 1 DOWEL NEW ENTRY SLAB. 11-111-1111 11-.=-11 -111111-111=111111 --_ -111-� 111=111=1 11-111=111-111-1 1-1 1- I 111 11=111=111=1 11=111= LL -1 I IIII-111- 1-711 1=1H=111-E-1 =111=111�1 1_11 =111E11 1 I I -III= I�- 1�I-111_Ti=1 1=111=11 1=T1-111-111-1 i'- � E NTRY - WINDOW ELEVATION - NEW cD -T1-111-111-1 l ii=1 hI I m I I- 11-11 I-111=111= f 1=1TI=I, _'_ -" co 111--411=I 1,;,111iE111{11ii11111I1I11111,;,111-III-II- �A-7 / SCALE 114" = 1`-O" co VJ c m Z 00 00 1 WALL SECTION AT ENTRY 2 WALL SECTION AT WINDOW WALL Z A-7 SCALE 112" = 1'-0" A-7 SCALE 112" = 1'-0" Q it I- 0_ 0 6" METAL STUD TRACK R-19 BATT INSULATION W/FSR-19 BATT INSULATION, FS \ 25 FACE 25 @ ALL MTL STUD 0 0 LOCATIONS TYP 0 m IFUTURE GYP --.\ a BOARD p LLI 6"20 GA. METAL 0 i_ STO OVER 518' 1 .....v.,--------- STUDS @ 2'-0" DENS GLASS O.C. _ till - GOLD BOARD li (� w r • KEYED NOTES - ENTRY \ / `A/ \ ' a I - SHIM AS \ ,I / /\ -, / .. ♦��� �♦.� < FLASHING& �� :" °�' REQ'D r I REMOVE EXISTING STOREFRONT SYSTEM IN ITS ENTIRETY TO X X -0 ... ♦♦♦♦ ... 10 L C SEALANT � / O • EXTENTS INDICATED. \/ \ . I.�..`. .�.. Cn C 04 - STO FINISH ON DENS _. , II REMOVE CONCRETE WALL BELOW STOREFRONT IN ITS 4'-3" /i�y / \ / \ / 4"-7" ,.♦♦♦.`♦ - GLASS BOARD O ENTIRI TY TO EXTENTS INDICATED. REMOVE ALL METAL TABS, g \ ^ /\ 4 ( 4 )_: . , - N / DOWELS,AND OTHER RELATED ELEMENTS. PATCH AN❑PAINT O _ X • • l CSI FINISH TRIM. - f / ALL AREAS PREVIOUSLY COVERED.LEAVE CONCRETE FOOTING 7 �� f / T7 ''�'� . 1 '• • _` . .•\• ,` • .. 03 1 IN-- IN PLACE AND INTACT. 1/f//1/7///////,14:,/7/„ , , / / / r.a [A co SWINDOWYSTEM SEALANT Hr O NEW THERMALLY BROKEN STOREFRONT AND ENTRY SYSTEM. jig �'�/,�� � %/ / j% N 11' m .o p SYSTEM CONRETE PANEL - MATCH EXISTING SYSTEM COLOR AND STYLE.DOOR /, /,, / ,/ / - 3) EO SPACE. LL Uc HARDWARE TO MATCH EXISTING DOOR HARDWARE FOR r// , /�, //,,/r / / / / // / / �/ • W 0 2 E BUILDING STOREFRONT DOORS.GLAZING ABOVE,ON PANEL //v/.//,/ /, • to ca IMMEDIATELY ADAJCENT TO SIDE OF DOOR AND IN THE DDDR '/ ' I '/ / // // IQ • • U < CO ITSELF TO BE TEMPERED. r//'�/����� / // // W , . . d am ^ iUS3 O 5 WINDOW HEAD AT BULKHEAD 6 STO AT CONCRETE HEADER 4 NEW CAST!N PLACE CONCRETE BENCH.BENCH TO BE T-0"L X / // ,� 1 �� _ A-7 SCALE 3" - �1-011 O 2'-0"D X 20"H.CONCRETE TO HAVE A SMOOTHED3AB SACKED 1I 11///,t/7////1 /////////7//,'/, // /// / � •— �� SCALE 3 - 11-0” - FINISH. NO EXPOSED SNAP TIE HOLES SEE �%i% / / /' i // // // Q ®. . • • REVISION O EXISTING LIGHT TO REMAIN. �i,, , `�,,•/i (/4/ // // , Co" /// //,4(•,) lye• // / // O DASHED AREA INDICATES EXTENT OF EXISTING FLOOR SLABI ////,' /, moi`, ^ • . TO BE REMOVED. // // //V; O ,,-CL"// r//'///////) i "/ 1 6-4" 1 • . 2. O EXTENT OF NEW FLOOR SLAB TO BE SLOPED AT NEW ENTRY. r,,i7,,%i,,i , \/ \/ \ A SEE DRAWING IIA-7 r///-,/././/,, , A / \ \ / 3. ODASHED AREA REPOURED.SEE INDDIRAW CATES G 2/A-7EXTENT OF NEW FLOOR SLAB TO BE __._.._...._ (////////� 14F✓; \ /\ �( n \ 4. (Ai 1., fi, ri, /� / .: OALIGN CUT WITH EDGE OF EXISTING COLUMN. 10 L/////,//// �/� /\/ /\ . , . .. .. . rJ 4 ". ... 10 ALIGN CUT WITH EDGE OF EXISTING FLOOR JOINT. F/�//,/�/,/� ,'i \/ . . :.• 7. , \ ® .48 1/////////////24/', ;; / \/ y 04/30/2018 \ PERMIT/BID SET `, //// // , ,� / / \ . . Ak.P///// ///iJ �/ /\ / Ak r///iii//i i; \ 4 \ /4 Alb .•/ &4107) . e.r...L.L.e-.G.e—t- , \ OF. Alikah . •. :: ...' .. 1W . A. 7 1 . . , . . . . . ENTRY PLAN AT WINDOW - DEMO A7(ENTRY PLAN AT WINDOW - NEW SCALE 114 = 1 -0 SCALE 114 - 1'-0" (coiRet A/pc 2-112"0 STL PIPE,PAINTED Cl I COVER ENDS WITH 118"STL CAP. ' . MICHAEL /‘ EMBED EMBED IN CONCRETE CHEEK WALLS 6" 1( WIRE THWANG c • - 1-1I2"0 STL PIPE,PAINTED 6' 4' 4' _-6 / y / -t `l I II EQ EQ EQ EQ PORTLAND,OREGON / / / / / / 5851 `(� I -ADA PARKING ADA PARKING !le O�V SIGN SIGN O 1I v - y6" 6" �, _ 3_ 1 1 6" \ PROJECT # 18190 I m II r, w r c C #4 REBAR AT NOSE ADA TRUNCATED r ,-DOME PANELS. Q I I I ALIGN SEAM WITH DOWEL STAIRS INTO SIDEWALK 6"WIDE CHEEK :- WALL BEYOND CENTER OF PANEL SLOPE uP 6" AND CONTROL JOINT SLOPE UP 6" 'n " II IN CONCRETE PANEL" •. J - \ ---- pOD OOOp OO pp OOpp OO�OOOp OC��0000OODOO��OOODOOOOppO • 000000000000000000000p000p000000000000000o0oaoap 5° . • + 1" 000000000000000000000000000000000000000000000000000000000000 00000000 C 11„ • 000000000000000000000000000000000000000000000000 " `• o0000000aop000aoppoaop00000ao"00000000000000aoap II I III I—�_ III •e • 000000000000000000000000000000000000000000000000 CO 112"ASPHALTIC EXPANSIONBOARD.� 1-•l-•1•--I u) I • • I RETURN HANDRAIL • o0000000000000a000000000000000000000000a00000000 E �. 0 00000000a000a000a00000ao 00600060000000000000000 III III IIII _�-- II •\ TO VERTICAL SUPPORT 6" \ v oppppppppppppppppppppppppppppppppppppplppppoaa _ _ _ o9ppop000ppopppopppopooppoopopo SLOPE UP 6" SLOPE UP 6" 7/// ry CURB TO BE 114 ABOVE TOP IIII 111 _ =It 1 t1 --I a , a ' \ OF PAVEMENT. C =1 #4 REBAR_��• III 1 a,4' I I 1 ADA ACCESS AISLE d N 1 1 1-1 1 1 11 11-111 Tl i_ ---il2"ASPHALTIC EXPANSION BOARD. Q i l i i I — III—III 1 11 1 III I I 111 1 L o I !,;1111 _ III 1il—�III —111—111 c o K Wco o 2 ENLARGED RAMP PLAN .- a a u_ 5'-0" I -SLEEVE VERTICAL HANDRAIL A-8 SCALE 318" = 1'-0" q" SUPPORT INTO CHEEK WALL. 1 't I I I I I1 ... I 6 N .I, + I _ _ _ I j (4) EQ SPACED CONTROL JOINTS C' jr, 10' / / --/ 3 I 10 I .... .... .... I- ice _.:__;, 1 ' _ . _ , . . , • . • _ _ _ • . . (3)1/4"WIDE X 114"DEEP • - SCORE LINES • A \ 1 - SPACED 314"CENTER TO , 4� �� I.. I 1 CENTER. LL ci, , Q \ - : co co • izi $ •h1I. 01 z oa Qol _ � -, 11 O eL ao � � IIt -671 , I 4' V ", # • .,. . .. :-oZ • 0 6 Li_ri 1- d - _ _ 1 2'-9" 1 0 (3)EO TREADS @12"EA 11 / 0 _ t . • ` p CO 1 STAIR PLAN AND SECTION \\\\ / I m ....I .... .... ..314 .... mmml • L 'mm.. ' .11.i.' ....1. %um.= .... .... maim mommllo .... .... mmmm. •••ml mm•im LLI A-8 SCALE 314" = 1'-0" I`�Oo:g0000.�ooa.0000 O I\__c7_,)‘ 00000046, 6,00000.. 7 �r/�'� o a o o°.opo" hil„ ip VJ Op, fi, Ali 96°090. 10.96(30.9.0 . EASE ALL CORNERS. - - �'~. __ .. .f • • Nal..4 WAypC '--10 RADIUS TO BE LESS * :- • : "�_ THAN 118". - LINE OF GRADE VARIES. _ *10" ; 3' 3' { 3Q 10</....... ..f II` 112" EXPANSION BOARD 1 ` 4 V J (� MATERIAL BETWEEN NEW -4111' a N"""` • D U co •d- CONCRETE CONCRETE SIDEWALK AND THE - 11=1k-111=111=111=11I �/ 41' NEW BENCH. u aLI,:i:1119_,ifirillgivilliii=72,11.:R;Ei_c1B1.1.—AirsA7; I I- fl o ti CONTINUOUS AT Ni AS EA. SIDEI- -- IHiHIHH 7) 1- CC • I .,1 . a , : I l I-1 -1 .r i I ,� �. 00 u , � .I -111111-I � dipk II in:a 1,1.11 111 111!1; ' ism„, . r see 0 U °0 0 - _ -I 1=1T1=-111-I I- 1y ;11111=1 i=1 I 1 I=1 II. ' •N 11711 I--I I IIT 1143 REBAR HOOPS, 12" O.C. LLIv Um to co TOP VIEW f I- I_ 131 _III-I -111- 11 I _I 11_111-1 \ -=- A l I-111-111=1 1 a o 3"MIN. . :.�.�:.�:. . .�. / 0a 0- II EXISTING BUILDING - - - . EXPANSION JOINT BETWEEN NEW BENCH AND ��-x .='-- � .1 -I1' I ' . �0 1 EI COLUMN. ALIGN FACE OF EXISTING CONCRETE COLUMN. FILL WITH . � = �_:.x . � -- • REVISION BENCH WITH THE FACE EXPANSION BOARD AND ELASTOMERIC SEALANT •.r� r -4 ' '' .. OF THIS COLUMN. 24" COMPACTED SUB GRADE SIDE VIEW/ . . • :- - -.. . . •• - . .. . . . • - - . /• . -- LINE OF GRADE BEYOND -• . • •• ' 1 BENCH VARIES. SECTION II I H 11 / 2. 7' 'e -- NEW CONCRETE BENCH. SACK FACE TO REMOVE SNAP TIE HOLES AND OTHER 4. IMPERFECTIONS. KEYED NOTES - NEW 5. L 4 ENLARGED RAMP PLAN O EXISTING PLANTER WALLS. C. NEW CONCRETE SIDEWALK. A-8 SCALE 1/4" = 11-0" . . 2 FINISH GRADE. NEW CONCRETE ACCESS AISLE.PAVING SCORE LINES 7. NOMINALLY 18"X 18" Nr NEW ADA PARKING SIGN. $' 10. . _ .' • " ° d ° - a • .' ° ° ` e 44• • O _ _7.1,17 711I a l �— Liu I I: I 1 1� 4 SLOPE CURB FROM GRADE TO 6"TO MEET I I —III—I I7111711 1�1I 1 " -IIK111=111=1 H 1E11 L'��I I NEW CURB LINE. DRAWN BY: I I -1 I II-1 I I 1I I 1 I r1= 1 IRE 1 -1 -I O ADA TRUNCATED DOME PANELS.JOINT BETWEEN MWN = -III-I ' -111-1 PANELS SHOUL D BE ALIGNED TO AVOID SPLITTING III7111— l i- 4,-g• _• �x: :11 I Imo.IT- - _ -'I I—.0i•":d: �i, i'. i a i' i' i ata.W vi-s�soi'.I -1 THE DOMES. O4I�OI2O 1$ -4.0.44, .41411/410-01,00*. II-11 ry =I�.I rosesdioi A�Ji os.r O NEW TRENCH DRAIN RECESSED IN THE CONCRETE. �r� ���'�;., + �. + � ��� =�y�y ��=��~ CONNECT DRAIN TO EXISTING STORM WATER LINE. PERMIT/BID SET .11►1i 24"COMPACTED SUB GRADE O 7 NEW CURB LINES.REFER TO SHEET A-5 AND A-6 FOR EXTENTS. BENCH ELEVATION 10 NEW CURB AT ACCESS AISLE TO BE 114"ABOVE TOP pF PAVING. ONEW PARKING BUMPER. 3 CONCRETE BENCH 0 NEW CONCRETE FLATWORK.ALIGN CONTROL JOINTS AS INDIA_ g CATED. A-8 SCALE 1/2" = 1'-0" 0 NEW PAINTED ADA PARKING SIGN. e<c‘Ra 44)(1 c, \ MICHAEL /it WWIRE THWANG n ill • LMIM _ 12" EXPANSION JOINT CONCRETE SIDEWALK NOT TO EXCEED 30'-0" 14" SAW CUT OR 18"TOOLED JOINT AT 5'-0"o.c. (�► PORTLAND,OREGON HANDICAP PARKING SIGN. APART C7 1 s' ‘k. -1'. 4 -- ASPHALT CONCRETE SURFACING ,(` 5851 SEE ARCHITECTURAL a Q = r ll PG 64-22 PER WSDOT STD SPEC). ��` �q PORTLAND CEMENT CONC. (3000 PSI C ( ) OF 0 PLANS. _ a COMPRESSIVE STRENGTH ) — - r ASPHALT PAVING SHALL BE A E. f,� _ — _ _ INSTALLED IN TWO SEPARATE LIFTS. i y d - CRUSHED BASE COURSE o�0a woo °�p n ° Go o o1°o URSE o o= -a 0 a _ �Oa o0 0 ° �p o 0 o o°�4 CRUSHEEDD BSURFAASE O NG TOP COURSE PROJECT / � � ---- I a X0000 0 o a0 ... ' 0.000p (CRUSHED SURFACING TOP COURSE co �o 000 0 00 ,� aogo (CRUSH ( siy pop .00000c' o oa o WSDOT STD SPEC 9 03.9(3}}. o 00 00 0a O , '° 0 ° a ° �i WSDOT STD SPEC 9-03.9(3)). 4 4'' AtsvAw",e.v,�vyi/,aver.(v/ vYii, ircvYirx\w/, ��� NATIVE MATERIAL OR STRUCTURAL FILL. VAN COMPACTED TO 95% OF THE MODIFIED PROCTOR COMPACTED SUITABLE NATIVE MATERIAL OR \ MAXIMUM DRY DENSITY USING AASHTO T-180 STRUCTURAL FILL. UNSUITABLE NATIVE MATERIAL (ASTM:D1557). UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE CO 6' NOTE: SEE ARCH. PLANS FOR SIDEWALK SHALL BE OVEREXCAVATED AND REPLACED. SHALL BE PREPARED IN ACCORDANCE WITH THE c - ADJACENT TO BUILDING SUBGRADE SHALL BE PREPARED IN ACCORDANCE PROJECT SPECIFICATIONS TO ACHIEVE A CBR VALUE OF CZ 8 ADJACENT WITH THE PROJECT SPECIFICATIONS TO ACHIEVE A AT LEAST 10%. TO VAN PARKING CBR VALUE OF AT LEAST 9%. 0 0 PLAN VIEW 4" EXISTING CONCRETE HEADER. Z 1 NEW KERF. CUT INTO EXISTING CONCRETE 2_" HEADER. 4 CO 1 HANIDCAP STRIPING DETAIL (7TYPICAL SECTION CONCRETE SIDEWALK 3 STANDARD DUTY PAVEMENT Jo' '' PRE FINISHED SHEET METAL FLASHING. Ea N� A-9 A-9 SCALE: NTS A-9 SCALE: NTS , KERF INTO EXISTING CONCRETE HEADER. a) Q ti SCALE: NTS 2 SET IN BED OF SEALANT. L 0 p La r-j_ THERMALLY BROKEN, ALUMINUM — N B- STOREFRONT. a)14 co > Z Qo(-034 R t2 74- \-• R NOTE: ' rte, -C O I— CO 0 .. PROVIDE 1/2 U u� �.� / j EXPANSION JOINT C .-O i x / A A BETWEEN SIDEWALK c �/ I 1 AND ALL FIXED ELASTOMERIC a Vi % B-° OBJECTS SELF-LEVELING SEALANT / _ 1/2" RADIUS TOOLED JOINT OR AT PAVEMENT/CURB \ CO TRANSITION. Qd / \/ 1" DEEP SAWED JOINT (TYP.) im ASPHALT PAVING \ \�/ I PLAN VIEW • I a j , �- co 4 COMPACTED AGGREGATE F BASE COURSE o G. ° a 0 n \ \ _ 114"THICKNESS PREMOLDED EXPANSION JOINT 3 $ a n 0 o' o• 6 / / o FILLER SPACED @ 35' O.C. MAX. EXTEND JOINT II ca. 00 ° o o a \/\ , FILLER FULL DEPTH OF SIDEWALK 4.0 ° O C O a ° d 1" INSULATED GLAZING 3,. SUB GRADE PER SOILS REPORT cl o 0 C 0 0 0 . /\ C3 �; °\� °0 p „ o „ o \/�; _EQ ..i_ EQ EQ EQ _i_ EQ -[_ EQ _1 EQ 4" (TYP} \//2,\V ,/\/� a %a \\/ ? <;°= '''''.W,40-.-. = THERMALLY BROKEN, ALUMINUM 2„ 4 Q \ STOREFRONT. LL7 3411I, \- 3" MIN. DEPTH 4" AGGREGATE BASE COURSE COMPACTED THERMALLY BROKEN, ALUMINUM r BASE ROCK (TYP.) TO 90% STD. PROCTOR STOREFRONT SILL RECEPTER. 0 NOTES: SECTION A-A { ) FLASHING. SET IN BED F DACE T `+ g"I TYP PRE-FINISHED SHEET METAL SILL PANoo L kill -a 1. EXPANSION JOINT: PLACE AT ENDS OF ALL RADII, 5' ON EACH SIDE OF DRAINAGE CONTINUE FLASHING 2 DO i APPX 314" �n STRUCTURES, co AND AT 45' MAX. INTERVALS IN CURB. PROVIDE #6 x 18" LONG SMOOTH ALIGN WITH FACE V J Z c0 SLAB. �''-- � OF TURN DOWN � STEEL DOWEL BARS WITH 1"0 GREASE CAP THROUGH EXPANSION JOINTS. (34"THICK , 4 —icc��c., 6 CONCRETE SIDEWALK � ��� ��� AT ENTRY O BITUMINOUS FILLER MATERIAL). l _iir _iv _ 2. CONTRACTION JOINT: PROVIDE 2" DEEP x14" WIDE CONTRACTION JOINTS AT 15' A-9 SCALE: NTS + IY INTERVALS. - — -- — — — — H ~_ 3, PROVIDE 2 #6 x 2'-6" LONG TIE BARS TO CONNECT EXISTING AND NEW CURB. 3/4"TOOLED RADIUS EDGE r � LL 4. REMOVE FORMS AS EARLY AS POSSIBLE. BRUSH TOP AND FACE OF CURBS TO REMOVE BROOM FINISH `, ALL IMPERFECTIONS. TYPICAL OF ALL FORM WORK. TYPICAL l 1 LL c CROSS SLOPE NOT [ c� ) ci-3 ci)C ❑ 5. ALL RADII SHALL BE TRUE ARCS. TO EXCEED 2% 0 PAVING 4— � \C4-----)�� i� �� ❑ 6. LIGHT BROOM FINISH ON ALL EXTERIOR CONCRETE. SL_O_PE I m \ RESTORE VAPOR BARRIER IF PRESENT-- PRIVATE ON-SITE _ ASTM A-185 WELDED WIRE MESH FORMED STRAIGHT CONCRETE CURB SECTION `° 6 x 6 W1.4 x W1.4 WWM W O o �O o �O o �O o �O o. o� o �O o �O o,.. 06 0 pWo 0W b OW �' 0Wo 0Ooo 00° 0Oo oo oo 0W 0W o 0O'oo H A_9 o D o o a o o p 0 #4 REBAR @ 24" O.C. WITH 5" EMBED INTO SCALE: NTS p o co o 000 0 00. - p o p oo a p o p o 00. - o o° o EXISTING FOOTING LOCATE IN CENTER OF �/� TURN DOWN. �+r _ 112" PRE MOLDED 4'E " CRUSHED STONE --- EXPANSION JOINT / 4 (N) STOPREFRONT DOOR AT SLAB CUT Q AT WALL A-9 SCALE: 3" = 1'-O" I— -0 a- c ! 111 = Cf) C D ca a� ~ 0_ — EXTERIOR FACE OF WALL N N 1'-0" a)CI) 2 rn �( d c rY N N"— rx (7-- SIDEWALK SECTION AT BUILDING o U (, -ri im -o O w � � � -g A-g� SCALE: NTS Q 11 oo 1" INSULATED GLAZING (� ALIGN TOP OF (N)SLAB WITH TOP OF (E) ilk---------------- ALIGN TOP OF (N)SLAB WITH TOP OF (E) REVISION FILL OVER CUTS WITH EPDXY 1" INSULATED GLAZING SLAB USE 3,000 PSI CONCRETE MIX AND ALUMINUM STOREFRONT DOOR FRAME SLAB USE 3,000 PSI CONCRETE MIX AND PROVIDE SMOOTH HARD TROWEL FINISH. PROVIDE SMOOTH HARD TROWEL FINISH. ALIGN TOP OF (N)SLAB WITH TOP OF (E) APPLY SEALER IF TO BE LEFT EXPOSED APPLY SEALER IF TO BE LEFT EXPOSED SLAB USE 3,000 PSI CONCRETE MIX AND THERMALLY BROKEN, ALUMINUM THERMALLY BROKEN, ALUMINUM 1. PROVIDE SMOOTH HARD TROWEL FINISH. STOREFRONT. #4 REBAR, 12" LONG @ 24" O.C. WITH 6" STOREFRONT SADDLE SILL. #4 REBAR, 12" LONG @ 24" O.C. WITH 6" APPLY SEALER IF TO BE LEFT EXPOSED EMBED EACH SIDE-LOCATE IN CENTER OF SET THRESHOLD IN BED OF SEALANT. EMBED EACH SIDE -LOCATE IN CENTER OF 2. THERMALLY BROKEN, ALUMINUM SLAB SLAB #4 REBAR, 12" LONG @ 24"O.C. WITH 6" STOREFRONT SILL RECEPTER. 3 EMBED EACH SIDE- LOCATE IN CENTER OF ASTM A-185 WELDED WIRE MESH SET FRAME, SILL PLATE AND RECEPTOR IN �� �t , :- L-- 6 x 6 W1.4 x W1.4 WWM ASTM A-185 WELDED WIRE MESH 4. 00 SLAB BED OF SEALANT.ADD SEALANT AND i � ASTM A-1$5 WELDED WIRE MESH SLOPE 118" 6 x 6 W1.4 x W1.4 WWM 5 6 x 6 W1.4 x W1.4 WWM BACKER ROD CONTINUOUS EA SIDE. ` I1 0„ SLOPE 118" 11'4' 0 6 1tf:pklf{l ,` (�l[{�l{il f[II(�r`11�111 1 111),:11r� N. 14 a a 7. 4 a L a - d d a 4 4 d d a 4 a /_/ d d d d d a d d, d 8. 4 d a a a / ° Q. - J d a 4 — - — - .-- -- - g 4 Q -Z; — - -- - - d �� -- cq a 4 C d DRAWN BY: a d ° 4 , a 4 6k EMBED 4 6" EMBED a a 6�EMBED z. 6" EMBED MWN a a 6 EMBED 6' EMBED a r EPDXY SCAT EPDXY SET �_ { �^J �� EPDXY SES J , EPDXY SET �� ss---/,..\ J �� l 1 �• EPDXY SET Ii' EPDXY SET �• _ ' 1 / �,J � � � � �► ,. _ 04/30/2018 �i a d a a.11110 [ 4 _� �" [ �� 4 d d PERMIT/BID SET 4 d d \ a \ t---.. ii c ) c1 C. 73v!Irac� c� c� c� i►.mac)0 imp 0 c c cDcac �--0 ' cDo cD -[�� C�[•�c�[�C��Ci ���C7 D� C AiLimp 7---- * iv --, v. � a ��‘ ,i, 41./--- /Dail a o o� �. tp, o � c� c>. o ipr )41V( \ �- � � PlIWC)WQ C-5)L2C_) -,... +'EST�'R 'PO" ARRIER IF PRESENT !\— 'ES • ' .APO' RRIER IF PRESENT 'ESTER PO ARRIER IF PRESENT LA. '� 0. O--.� O0---,nCD.-C-D(Th c - r---200C1)0CDOCDOCI----/n C------ A_ 9 --.. 8 SAW CUT - POUR BACK 9 (N) STOREFRONT SILL AT SLAB CUT - To (N) STOPREFRONT DOOR AT SLAB CUT - A-9 SCALE: 3" = 1'-0" A-9 SCALE: 3" = 1'-0" �A-9 SCALE: 3" = 1'-0" An ,e4614)0 GENERAL NOTES - NEW ��''�((°'* MICHAEL y/�► C... WIRE THWANG co dI A. IT SHALL BE THE CONTRACTOR'S AND/OR THE I SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY fi # I ALL DIMENSIONS, DETAILS, AND JOB SITE ��► PORTLAND,OREGON ii i i CONDITIONS PRIOR TO PROCEEDING WITH THE 17 5B51 Cj I __ / WORK, AND REPORT ANY DISCREPANCIES TO 8 "Z$ i ♦ K / THE ARCHITECT BEFORE STARTING L F / ♦ ` CONSTRUCTION. ♦ ` PROJ ECT # 18190 ♦ ` B. REFER TO SHEET SPECIFICATIONS. A-0 FOR GENERAL PROJECT 0 4.- / ft. O� �(b Q/ ps 1C)... �o Q i •oma // ,moo,,% Rhf 'o° Go �6 ♦ 1P( I w ro1. / OHO% 1c� c,`.b� '`� _ _ _ I ZALIGN END OF PLANTERS, ALIGN END OF PLANTERS= -- -- - - - - -{// / - - - - - - A : } ,±� LARKING STRlPE� AND U // \ O\1 ,: PARKI5 RIPES AND .. ACCESS AISLCS I O O`-'•` •, ACC.SS AISLES • <•. s ° rt) A..(7) • / 1 . ;i ��; [ NG, j. .9 ohD� -q� M oh�,�o X04, ,Q 9�, O o Lo.111111.0 ,_ §– n r: co N. 4: —r r + �7 A ,�r I'f, [ N A. cA 41 '':"'' .'M •,IIIII ' C"c )!• 61L-:...::.::•* -:‘.,''.•'•:." ! ry.. • _ L \ HI ' • f •i • •••• ., : KEYED NOTES NEW (� li \ : O DASHED LINE INDICATES EXTENTS OF ASPHALT REMOVAL AND 3 REPLACEMENT- 1 SITE PLAN - NEW Z IX SCALE 1" = 1a'-0" ED !milv ' 1 Q I 1 — _ A . _ __ _ _ __�___ _ _ _ _ _ _ _ _ a -; I7,..',•i.::.,;' . . I ♦♦♦9 tlri + co r .:4). - ,%4\* )*. : . . �.... ♦•♦i+i♦i♦♦♦i♦iii♦i♦♦♦i♦i 29 Acic�NI ' ♦i♦i♦ -013 X04. 1 ♦♦♦ O :•. • ' ``4 - . : 0t 04.2 0--o I Mini '';''';••:: 5.'.::..:•.:::;'::=7,-.A.':;''.'f.':'.'.'•.;:*...''..•,".:`7"::!'`.,.';:,:!;%.,..;'.;•:',1:;:'''::,.._.Arreirejl iiiii \ 4/ ♦♦♦♦♦♦♦ oQ ' co w,,,) I LL :.� ❑ D 1 ** 4,, co' ♦♦ — .- . a •,F;' 1Y... '.,. '. ,`K'. . ■ 40 ._7 1 . .....,v.:.. • • s N:. ,,. - . 1 NW 11 ® /7 11.4 ��, CONSTRUCTION LEGEND Q• 'r . ": •ms ...':; .'i-. (1) 6D1—C t. }� ::: :: ' SITEWORK NEW , NEW 4' CONCRETE SIDEWALK.HEAVY BROOM DCE• •.•� •••• ' FINISH.JOINTS PER DETAIL XIXXX.SPACECT3 �♦ ♦ vc / \ ;. JOINTS AS INDICATED. wN• co : •• C. 444)‘ u). ..�.��♦.. �. \ NEW ASPHALT PAVING .,•,-.. . .,. 7: 7% / .4.-.---, :_,-,,_ eoeoeoaaaNEW ADA TRUNCATED DAMES.BLACK UW " `S) - n - - L S e: FIBERGLASS,FASTEN TO CONCRETE WITH Q U CS) � '/ ^e°:eg MECHANICAL FASTENERS. a 0.. co 0- O C0D 0 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ Q• ��•♦�, , 7 NEW TEXTURED CONCRETE PAVING REVISION — � .♦♦.♦♦.♦♦+♦�♦.♦�♦�♦,♦.♦`♦�♦.♦. ♦.�...� MATCH L .S 1 , . { •• ...+.+�.♦.♦'�♦... _,���.,�♦�♦♦.�y.♦♦,♦♦♦♦♦♦ .. L -- AREA TO RECEIVE RENEWED LANDSCAPING TO �^ 1 I 1 MATCH EXISTING. 2• • - •$;*..% 2 SITE PLAN - NEW - z E 4. I A-10 SCALE 1" = 10'-0" i 5. NEW CURB 11 6. • 4 � 7. • 8. 3 SITE PLAN - NEW - z A-10 SCALE 1" = 10'-0" MWN 04/30/2018 PERM IT/BID SET - '*-D 'rl 1 • �� ARCyi GENERAL NOTESNEW MICHAEL I +♦� �,�`�♦�.�.�.�.�.�,� .a 4\i//,, �♦�`�♦�+���.�.� WIRE THWANG (0 , ��*��� 2, 1r VA. IT SHALL BE THE CONTRACTOR'S AND/OR THE -�+r ,������������� '��, ����.� ������+�. ♦�.�♦�����, SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY r ` a \' �����X�♦ ,� � � -,+K������������.�.�.�.����� �♦�, ALL DIMENSIONS, DETAILS, AND JOB SITE (� PORTLAND,OREGON 1-t. ':.' _ ����� . a 011' �♦�.�. • CONDITIONS PRIOR TO PROCEEDING WITH THE 9 5851 01 '•,a •'' ����.�♦�.�.���♦ WORK, AND REPORT ANY DISCREPANCIES TO �� �� �� f �,• 105,40 MATCH LINE.SEE 11A s �� Ai THE ARCHITECT BEFORE STARTING ` OF 4 .00° .�� 4S,• ` CONSTRUCTION. B. REFER TO SHEET A-0 FOR GENERAL PROJECT PROJECT # 18190 ~ . . ...... ~ ~ / ' ��,�♦1+�\ ` \ `� SPECIFICATIONS. i 103,56 AC . � 4 s 84.06 Tc /41 p40,4���������� - ,l <4 / , '' *: glir • .. 43�3oAc ° 40. CZ ACs���i� �� a KEYED NOTES - NEW o 10 �' 10 TC �� `"� I �, i ,� r, / DASHED LINE INDICATES EXTENTS OF ASPHALT REMOVAL AND ZO C*] *NV ��♦♦` A�'�j* ��4'�`�. �tl O REPLACEMENT. 103.64 : ' ITC '103'65 i ♦���♦ .�-.� �` yit��i pb3 G /03.40 ��i♦i�i'�4 %�� ��� '� �r�'� ,� AC � _ fps vx,:^M .fY ���',��`'i�����•� ♦0�`' CO C :L:rz LiJ ♦ / II ^* ��p dO c� ti ♦ `/ ` '4 ";,,'I .i%f %'E ••- W 7 (� , / 110'\ r,,, 1• 03CO .28 Ac i,� X03 .o ° r. :,•,, . t,„10 co: GO M 10 • AGli. �; ♦i������� 2 45 g_..) IL< 03,52 TCS I• ,����� ��i r.. ▪ '• 1:2 ♦ 70 .1, ''''-' '4,4 ��w :..: ... . ................................ .• • 7 � : :. '., Seo °s ♦ 102.42 AC Mim 3�. - °6' �� 102.92 TC I3 • • A02.46AC �� TC I GLOC ` rr 02.96 I : .. .. P 145 41 �0��5 �G ♦ imini<i � � � � ~ � i 74-. ,V0 ,` 7 -0 . CO o° 000 Um) CO `' • i ,* CONSTRUCTION LEGEND ..'.'.:tea=' � � Z 10547 ♦p�°�'%. c SITEWORK NEW co rte, o_ -•'• '••- NEW 4"CONCRETE SIDEWALK.HEAVY BROOMEt �1 r/ / ▪ _ '.•n FINISH.JOINTS PER DETAIL XIXXX.SPACE ita i,::', .•., JOINTS AS INDICATED. 1454 . w. U SITE PLAN - NEW a _' NEW ASPHALT PAVING SCALE 1" - 10'-0" LL c co ze �'' :_:-__:;_ 4 ❑ ;0000*E:i°o ❑ 0 • °0,14: NEW ADA TRUNCATED DOMES.BLACK ❑ A • • �`� •:.2. FIBERGLASS,FASTEN TO CONCRETE WITH O fir '., (^ bt AG 10:44444.* MECHANICAL FASTENERS. �� p-�7 _ Ca � ♦ 10543 . ♦p�`� G '62.1a02.0*.° 2 r/�/ ` a .•. Ap`�'J j NEW TEXTURED CONCRETE PAVING • i' 44 % • •s . . AREA TO RECEIVE RENEWED LANDSCAPING TO 4 , • ••1 MATCH EXISTING. I J N% .80 TG :Y.:. C. / (0 ♦ $ cc. Dti�G GAG : : O0p 1 p •.;: .. 1 � Opp �O p� p 2 4.98 ►� 1 NEW CURB ��� ` N 104,7 :'� ' �♦�♦�•�•�♦�•`♦�•� O maw • s y : ' Chl ���������������� : W U VC - y::.1'''''' ...•••: :.ra ...>..• 70 '190 190 A 'G ♦�•�����♦ . Q — 2 2 c - 0 < 0. UJ Go 104. 20 TC/Ar ti : :: • � �������������� REVISION Sir 2. 3. 4. 5. 6. 7. 8- 2 SITE PLAN - NEW ED A-1 i SCALE 1" = 10'-0" --- z DRAWN BY: MWN 04/30/2018 PERMIT/BID SET