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Plans (11)
BU P2017 - 00278 OFFICE COPY ) FECE(VED . OCT 19Z017 CITY OF TIGARD BUILDING DIVISION (OD 4/Pc> s� SW 72ND AVENUE TENANT IMPROVEMENT MARTIN W. HAN50N 6;0, n n 'r n for f�, n C •CKMIAS, OREGON,.. oat -0 0s ) {1B) L (a . • • , .'•-.70-6-8).L " ti<k• U , t U U U - Li ( 4s/ , (190) �4, F Og� �� 5. C _ x,96) , ; �� OREGON STATE TREASURY �a (1 3) a c 0 ,- P PROJECT #17490 . .IstifRi /:*... (189) L 1-- ' J �j CODE SUMMARY NARRATIVEU (195) BUILDING LOCATION N>,.. �� . lri� ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE PROJECT w �... . 'J-� S__ sO OI L - WITH STATE AND LOCAL CODE REQUIREMENTS THAT APPLY, 1— L� p INCLUDING BUT NOT LIMITED TO: PROJECT CONSISTS OF DEMOLITION AND RECONSTRUCTION WORK TO 11,797 SF OF �� ` (198) •�,eI ;, - iso) • 2014 OREGON STRUCTURAL SPECIALTY CODE EXISTING OFFICE AND WAREHOUSE EXPANSION SPACE AND MINOR ALTERATIONS TO U THIS PROJECT a , • 2014 OREGON MECHANICAL SPECIALTY CODE(OMSC) APPROXIMATELY 1,045 SF OF THE EXISTING OFFICE. WORK SHALL INCLUDE BUT NOT BE Q QO• G e • 2014 OREGON PLUMBING SPECIALTY CODE(OPSC) LIMITED TO SELECTIVE DEMOLITION, DRYWALL/METAL STUDS, SUSPENDED CEILINGS, ��p� his;) r • 2014 OREGON ELECTRICAL SPECIALTY CODE (OESC) DOORS/FRAMES AND PAINTING AND SITE WORK. ALL WORK TO MEET ADA Z o OJ • 2014 OREGON FIRE CODE(OFC) REQUIREMENTS. rOn �s' • ' • ASCE-7-10 U) >' • ICC/ANSI A117.1 2009 WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT Z • 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE < N TO TBC I&IIN PLUMBING WORK D on FIRE PROTECTION SPRINKLERING WO , +` 0 SITE MAP �� HEATING, VENTILATION & AIR CONDITIONING WORK Z cr'o clN A-1 NOT TO SCALE TRUE ELECTRICAL WORK, BOTH LINE VOLTAGE AND LOW VOLTAGE H co Z CO co NORTH Q1 0 0 O 11) LOOif)CC X r O LLL - L, U BUILDING INFORMATION BS 2 BUILDING OWNER: PACIFIC REALTY ASSOCIATES, L.P. >a 3,932 SF 158 SF 15350 SW SEQUOIA PKWY#300 r / ' -- �� ` * //J — -- , ' PORTLAND, ORE 97224 D� I 1- (503) 624-6300 (PHONE) i I i ! (503)624-7755(FAX) Q AREA_ OF--IIVORK ��` -_--- , ____- �; 0 / \ `) �/' I / /� BLDGI . #: Pactrust Business Center BLDG. E(PTR #pbc195) uj \li I :,:,,a, d) L� T ;: {{rr CONST.TYPE.: II-B(503) U r, .„,:. ,. 1( ____Ill I.- _ • \</ J)�� ! I THIS BUILDING CURRENTY HOUSES TWO OTHER TENANTS AND ONE VACANCY. T Q I ql� �� •� 1 1_4J(—Zr- �� THE EXISTING BUILDING ISA SINGLE STORY BUILDING OF 36,127 SF. THE W LL-j.."-, ______ L® ��O B �� BUILDING IS ONE STORY AND HAS A FIRE SPRINKLER SYSTEM THROUGHOUT. C"� AREA OF WORK I n ` ,® 1� war __ T N. 20,$ SF \� ACTUAL BUILDING AREA TOTALS ALLOWABLE ARE ( 07.3) Q --- 4 I 0 7 mmr ] i >'" ` UNLIMITED AREA A 5 0D _! � L. .. H 1 L r x�mal u .-' B S-2 OCCUPANCY = 158 SF (ONE STORY BUILDING WITH rn m i I - I I B OCCUPANCY = .36,562 SF AUTOMATIC SPRINKLER SYSTEM V ) el ! ! 111 F 11• r — ,� I ,797 SF i TOTAL = 36,720 SF THROUGHOUT&YARDS 60 FEE I) < D. 1 • Mal I NON-SEPARATED OCCUPANCIES 1508.3) 1 EMMEN id` ,i��l� 11 r .fir�1 I Q o I L- i „o o �.l , mit_ m i I.i.1 1 I • F --- -- AREA OF WORK -,-.7.,;.-J �-i- _ ---- --- TENANT INFORMATION CC `\ * �� `\ Y(7-j-ji TENANT: OREGON STATE TREASURY • v '� 7--- �---�`-- 4. - / _j -- OCCUPANCY: B LI Li- Mill Ilill Min I= MIR IN= SIMI 140F r u u FLOOR AREA: 32,630 SF OFFICE I— % 32,630 SF TOTAL p 2 OVERALL BUILDING PLAN " 3 BUILDING OCCUPANCY PLAN " Q -. 1- - . 0 - 1132" = 1'-0" A-7 1132' = 1' O" DRAWING INDEX — } r new curbs 1 asphalt IN EF AREA OF WORK lz W 9'-4" 9'-4" 9'-4" 9'-4" I 9'-4" I 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" / 9'-4' / 9'-4" 8'-11" Al PROJECT INFORMATION, VICINITY MAP, OVERALL BUILDING PLAN Li_ A2 PROJECT SPECIFICATIONS (1) / / / / _ \ ZA3 DEMOLITION FLOOR PLAN W W -- r _ if 1 -_� A4 FLOOR PLAN U Z ��/' 1 ; `� I i \ A5 SCHEDULES AND DETAILS Cl) 8 N I //� `� I I y A6 CEILING DEMOLITION PLAN O W m CV ! ` A7 REFLECTED CEILING PLAN 1 ti � � I0 zocrn v • � i a + + -, 0_ co ! 1 \ W mDo . I+I O � Z CE I � . LII+ � I _ III I 0 � � CQco l: - .. .. .--. .... . II II Il 410 .40. 400 ) . ,. .: - . -- I 1 REVISION I I I 1 1 new 6'cont./ I ! il IIsidewalk ' 1, , II 1 + II remove/replace 2. 40. 11It + I 1 + landscaping ® H II Il ® 3. remove dock/drive ! + + I 1 1 _ 4. ® infill and landscape i I ro I remove dock 1 drive ! + 'p 5. de I I '2 I I infill and landscape ++ • OFFICE.COPY Y ® + i i I i i ® CITY OF TIGARD 6. le REVIEWED FOR CODE COMPLIANCE7. remove 1 replace ! 11 ani + ! 1 1 PP :AWNBY.- • CGG `kk\alII I + --�� ! i I \\ ' 0 / permit#: , zg 4 ACI/ 7 '"O lJ 37A mwh 11 ` / _�� I H + `�� �.' \\ ® Address: i fa9n t' P v lcson C.5 Fc rv\ R� 11 ~' 11 + ��/ f��' DATE: 10/0917 5 • III+ i i i �\ Suite tc#: Date: PERMIT/BID SET \ II I 1 t }O_1c}_ J� lie" ® \ ' e0• �m 4� I�r war�,�'� \� ***\.\ / 4 PARTIAL SITE PLAN `` ise A-1 1' = 10' - 0'1 • BUILDING DEPARTMENT USE -re \\ Noe CITY OF TIGARD Approved Planning D Date: 1 I I `' < fl initials: n1 • 01 00 00 GENERAL DATA f. LUBRICATE ROLLERS. d UPON COMPLETION OF WORK,CLEAN ANY PAINT SPLATTER BY USING PROPER METHODS OF WASHING RADIUS MANUFACTURERS GUIDELINE. GENERAL REQUIREMENTS 08 43 13 ALUMINUM STOREFRONT DOORS AND WINDOWS AND SCRAPING,USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES, 11,ECONOMIZER TO MEET CODE AND AS FOLLOWS: e, PROTECT WORK OF OTHER TRADES, a 6 TONS AND ABOVE MUST HAVE ECONOMIZER, C .°D 14/PC -A 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF THE OREGON 1, DOOR/WINDOW FRAMES:2"x 4 1/2"OS GLAZED. X3082 STRUCTURAL SPECIALTY CODE AND ALL OTHER STATE OR LOCAL CODE REQUIREMENTS THAT APPLY. f. PROVIDE"WET PAINT"SIGNS AS REQUIRED TO PROTECT NEWLY PAINTED FINISHES. b, BAROMETRIC RELIEF ON 5-7 1/2 TON UNITS. (3 2. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND 2. DOORS:1 3/4"X 3 1/2"TOP RAIL AND STILES AND 1 3/4"X 10"BOTTOM RAI{,SQUARE GLAZING STOPS. EXTERIOR: c, 8 TONS AND ABOVE MUST HAVE POWER EXHAUST. MARTIN W. NANSQN NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK, 3. DOOR HARDWARE:DEAD BOLT LOCKS AT NEW EXTERIOR DOORS TO BE INSTALLED WITH A SCHLAGE a MORTISE DOUBLE CYLINDER 20-013C "C'KEYWAY;SOLID BRASS;WITH ADAMS-RITE CAM AND COMPRESSION 1. WASHING: d. 1 1/2 THRU 4-TON OSA INTAKE WITH DAMPER. / '""." 3. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING RING 1 1/8"LENGTH WITH HARDENED CYLINDER GUARD RING KEEDEX K-24. GEAR HINGES. FINISH TO MATCH a. ALL SURFACES TO BE PAINTED ARE TO BE PRESSURE WASHED USING A PRESSURE WASHER WITH A 12.ALL UNITS TO MEET OR EXCEED CURRENT ENERGY EFFICIENCY CODE REQUIREMENTS. C 'CKA,viAS OREGON• CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL.SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED BUILDING STANDARD, MINIMUM PRESSURE OF 2500 PSI. �� CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE,AND NO FURTHER COMPENSATION SHALL BE DUE13,DROP CANS TO FULL SIZE OF UNIT CURB OPENING, MINIMUM 26 GAUGE WITH SUPPLY AIR. EDGES OF SUPPLY 4. APPROVED DOOR,FRAME,AND HARDWARE MANUFACTURERS INCLUDE: AIR SEALED. DROP CANS TO BE EXTENDED TO WITHIN 2'OF CEILING, (� THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. b. AFTER WASHING: a. CASCADE ALUMINUM �� 4. BY SUBMITTING A PROPOSAL,CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE 2. 00 NOT PAINT OVER DIRT,RUST,SCALE,GREASE,AND MOISTURE. SCRAPE ALL SURFACES TO REMOVE ANY 14.DISTRIBUTION DUCTWORK: O� EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK b, KAWNEER SCALE. a. SPIRAL ONLY IF EXPOSED DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO C. US ALUMINUM 3. ALL IRREGULAR SURFACES TO BE FEATHERED OUT AT EDGES BY SANDING. ALL MATERIALS AND INSTALLATION,DISPOSAL OF EXCESS MATERIALS(USEABLE FINISH MATERIALS SHALL BE b. 26 GAUGE OR TO SMACNA STANDARDS IF PIPE IS CONCEALED ABOVE DROP OR HARD CEILING. t1 LEFT IN THE TENANT SPACE AS DIRECTED BY PACTRUST),CLEANING AND ALL PREPARATION OF SUBSTRATE 5. FINISH: CLASS II DARK BRONZE ANODIZED FINISH(OR BLACK-MATCH EXISTING),0.4 MILS THICK. 4. ALL METAL SURFACES WITH VISIBLE SOILING TO BE WIPED WITH APPROPRIATE THINNER TO CLEAN. c. WRAP CONCEALED SUPPLY DUCTWORK IN NON-CONDITIONED AND SEMI-CONDITIONED SPACE WITH PROJECT #17490 SURFACES PRIOR TO INSTALLATION,AS WELL AS FINAL CLEAN UR 09 00 00 FINISHES 5, SPACKLE ANY IMPERFECTIONS IN SURFACE WITH EXTERIOR SPACKLE,SPOT PRIME PRIOR TO INSTALLATION MINIMUM R4.2 INSULATION WITH FSK BARRIER. 5. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN EXISTING BUILDING OF FINISH COATS. STANDARDS FOR ALL EXISTING PRODUCTS AND SYSTEMS. UPON DISCOVERY OF A DISCREPANCY TO THIS GENERAL d. HANGERS 12 GAUGE WIRE OR 18-GAUGE 1"WIDE STRAP. EXPOSED DUCT MUST HAVE ALL THREAD INTENSION,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. 1. CLEAN,SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS SPECIFICATIONS. 6. CAULK SEAMS AT JUNCTION OF ADJOINING SURFACES WHERE OPENINGS ARE VISIBLE TO THE EYE. HANGERS AND FULL DIAMETER STRAP UP TO 18"0, LARGER THAN 18"MUST HAVE SADDLE TYPE I-- 7, WOOD SURFACES LE.SIDING,FASCIA BOARDS,SOFFITS,ETC: CLAMP. { 6, FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE, 2, SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING: e. BRANCH DUCTS SHALL BE PLUMB AND SQUARE(NO OCTOPUS), TEES SHALL BE MAXIMUM OF 45 a, RAW W WOOD: 7, COORDINATE THE WORK OF ALL TRADES, PROVIDE CARPET"WALK-OFF MATS"TO PROTECT EXISTING a, FLOOR COVERINGS AND BASE DEGREES. CARPETS. b, PLASTIC LAMINATES 1.PRIME WITH EXTERIOR CONTROL PRIMER IF TO BE PAINTED. f, EACH BRANCH DUCT TO HAVE BALANCE DAMPER IN Y BRANCH. 8, ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENT TO BE REMOVED, PATCH AND REPAIR ROOF 2.PRIME WITH THINNED SOLID COLOR STAIN IF STAIN IS TO BE USED. MEMBRANE AS NEEDED. c, ALL NATURAL WOOD(INCLUDING DOORS AND CASEWORK) 3.PRIME WITH THINNED EXTERIOR ACRYLIC IF EXTERIOR ACRYLIC IS TO BE USED. g. ALL DISTRIBUTION DUCT WORK TO BE INSTALLED MIN.24"ABOVE FINISH CEILING. '` 9. ALL ROOF WORK TO BE PERFORMED BY PACTRUST APPROVED ROOFING COMPANIES. APPROVED d. PAINT b. PRIMED WOOD AND EXISTING FADED WOOD AREAS: 15.FLEX DUCT WILL BE NO LONGER THAN 6'FROM RIGID DUCT DOWN TO DIFFUSER. v COMPANIES INCLUDE: a TILE,MARBLE,GRANITE,STONE,AND GROUT 16.DIFFUSERS: 1, APPLY MILLERS ACRILITE TO TOTAL SURFACE TO ACHIEVE UNIFORM COVERAGE. C a, ARROW ROOFING, ALFONSO PEREZ (503)460-2767 f, TOILET PARTITIONS a. SUSPENDED CEILING SYSTEM(T-BAR)-PERFORATED FACE ADJUSTABLE CURVED BLADES-DESIGN L PACIFIC ROOFING, GUY BELT (503)640-3163 g. HARDWARE c, ANY NEW SIDING TO BE PRIMED PRIOR TO INSTALLATION. TITUS PCS SUPPLY AND TITUS PAR RETURN OR APPROVED EQUAL. c. GRIFFITH ROOFING, GREG STONEd, WOOD TRIM: b. GYP,B0,CEILING;SUPPLY-CURVED BLADE W1 OBD DESIGN TITUS 250;RETURN-BAR TYPE-DESIGN (503)643-1596 3, EXTEND FINISH FLOORING UNDER ALL NEW CASEWORK. O 1,PRINE ROUGH WOOD TRIM AND FINISHED WITH MILLER'S ACRILITE. TITUS 350;EXHAUST-METAL OR ALUMINUM-1/2"x 1/2"EGG CRATE DESIGN TITUS 50F. O 10,KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS 09 21 00 GYPSUM BOARD c, ALL SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LOCATED IN DUCT AT/OR NEAR CLOSEST Z CO AREAS AND COMMON AREA, FLOORS TO BE SWEPT OR VACUUMED DAILY, 2.PRIME SMOOTH WOOD TRIM WITH ALKYD OIL PRIMER AND FINISH WITH SEMI-GLOSS ACRYLIC. WYE BRANCH. Q GENERAL 11,PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO E. METAL SURFACES LE.SIDING,ROOFING,DOORS,FRAMES,GUTTERS,ELECTRICAL PANEL COVERS,ETC: HOUSINGS AT PROJECT COMMON CORRIDORS AND STAIRS,BUILDING ENTRANCES,SUITE ENTRANCES,ETC, THE CONTRACTOR WILL 1, ALL GYPSUM BOARD TO BE A MINIMUM OF 5/8"THICK VERTICALLY ATTACHED TO METAL STUDS 24"0,C,WITH d. CLEAN OR REPLACE ALL SUPPLY AND RETURN AIR GRILLS AND THEIRC/) BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION 1'TYPE S-12 SCREWS 12"O.C.UNLESS OTHERWISE NOTED. a FERROUS METALS: COMPLETION. Z ACTIVITIES, 2, ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND TWO FINISH COATS WITH SANDING BETWEEN NEW-PRIME WITH ALKYD OIL PRIMER,FINISH WITH EXTERIOR ACRYLIC TO ACHIEVE UNIFORM 17.THERMOSTAT: ALL EXISTING MERCURY TYPE THERMOSTATS TO BE REPLACED. NEW THERMOSTATS TO BE Y 12,PROVIDE TEMPORARY SANITARY FACILITIES, CONSTRUCTION WORKERS SHALL NOT USE BUILDING FINISH COATS, APPLY USG SHEETROCK BRAND FIRST COAT. PAINT AS INDICATED, COVERAGE. HONEYWELL COMMERCIAL GRADE VISIONPRO 8000 TOUCH SCREEN MODEL TB8220U1003 WHERE POSSIBLE. Q d d" N RESTROOM FACILITIES. 3, ALL OTHER GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND ONE FINISH COAT WITH SANDING AFTER FINISH EXISTING-SPOT PRIME RAW AREAS WITH ALKYD OIL PRIMER AND FINISH WITH SEMI-GLOSS ACRYLIC TO APPROVED SUBSTITUTE: TOTAL-LINE SIGNATURE COMMERCIAL THERMOSTAT MODEL NO.P374.2800 -7 DAY PROGRAMMABLE WITH LOCKOUT FUNCTION-AUTO CHANGEOVER ONLY. MOUNT AT ADA HEIGHT(MAY I COAT, PAINT AS INDICATED, ACHIEVE UNIFORM COVERAGE. 13.STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT REQUIRE CHANGING HEIGHT AT"REPLACEMENT"LOCATIONS). CONTRACTOR SHALL PROGRAM 5 a La PRE-CONSTRUCTION MEETING, UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER 4, ALL ONE HOUR RATED WALLS(WHERE APPLICABLE): ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD,EITHER a. GALVANIZED METALS: THERMOSTATS AND BALANCE SYSTEM. D 0 CC CO COMMON BUILDING AREA BE USED FOR STORAGE, AT RIGHT ANGLES OR PARALLEL TO FRAMING ON EACH SIDE OF METAL STUDS SPACED AT 24"0,C, FASTEN NEW-TREAT WITH GALVAWASH,PRIME WITH ALKYD PRIMER,AND FINISH WITH EXTERIOR ACRYLIC TO 18.THERMOSTAT LOCATIONS TO BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. Li (0 N N 14,KEEP THE ROOF FREE OF DEBRIS(I.E.NAILS,SCREWS,BOTTLES,ETC,)AT ALL TIMES, WITH 1"TYPES DRYWALL SCREWS 8"0,C,TO VERTICAL EDGES AND 12"O.C.TO TOP AND BOTTOM RUNNERS ACHIEVE UNIFORM COVERAGE, LI 1 1 AND INTERMEDIATE STUDS, STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24"0,C,(OR ONE STUD 19.WAREHOUSE HEAT: d'd" 15,ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. EXISTING-SPOT PRIMER WITH ALKYD OIL PRIMER AND FINISH WITH EXTERIOR ACRYLIC TO ACHIEVE Z fn D N N SPACING),EACH SIDE AND OPPOSITE SIDES. a. GAS FIRED UNIT HEATERS USED IN NON-CONDITIONED AREAS SHALL COMPLY WITH CURRENT STATE (Q CO UNIFORM COVERAGE, 16,CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL,MECHANICAL, 5, IN FINISHED SPACES FURR-OUT BUILDING COLUMNS AND EXTERIOR WALLS WITH 5/8"GYPSUM BOARD OVER ENERGY CODE REQUIREMENTS. PROVIDE ADJUSTABLE T-STAT FOR EACH UNIT. - Z ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION, METAL STUDS, a, ALUMINUM -NEW OR EXISTING,PRIME ALL RAW ALUMINUM WITH VINYL WASH PRIMER AND FINISH WITH I •- „...... 17.LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. EXTERIOR ACRYLIC TO ACHIEVE A UNIFORM COVERAGE. 20.EXHAUST FANS: m 6. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS MULLIONS OR GLAZING, a CEILING MOUNTED EXHAUST FANS SHALL HAVE A MINIMUM PERFORMANCE TO MEET THE CURRENT L L O).._. 0 0 18.CLEAN THE RETURN AlR GRILLS AND THE SUPPLY AIR DIFFUSERS. 8. CONCRETE WALLS: CODE REQUIREMENTS INCLUDING INTEGRAL BACKDRAFT DAMPER AND VENTING TO THE EXTERIOR. Q LO(� �10 7. AT ALL EXISTING WALLS,REMOVE ALL NAILS,SCREWS,FASTENERS,ETC.LEFT BY PREVIOUS TENANT AND a NEW-PRIME WITH KRILL PRIMER SEALER AND FINISH WITH HIGH SHEEN KRILL TO ACHIEVE UNIFORM COOK GEMINI SERIES 100 OR EQUAL;80 CFM WITH A SONE RATING OF 1.6 OR LESS,100 CFM WITH A 19,CLEAN ADJACENT EXTERIOR AREA I.E.WALKS,EXTERIOR GLASS,ETC. PATCH HOLES READY FOR PAINT. LD O Z X COVERAGE, SONE RATING OF.9 OR LESS,200 CFM WITH A SONE RATING OF 1.6 OR LESS. T a IZ W 20.FILL ALL PAPER AND SOAP DISPENSERS IN RESTROOMS AND BREAK AREAS, 8, UPON REMOVAL OF WALL BASE,REMOVE RESIDUAL ADHESIVE AND PREP WALL TO PAINT READY CONDITION, b. EXISTING-SPOT PRIME WITH KRILL PRIMER SEALER AND FINISH TO HIGH SHEEN KRILL TO ACHIEVE b. SINGLE FIXTURE RESTROOMS,JANITOR'S CLOSETS OR SINGLE SHOWER ROOMS TO HAVE CEILING 21,PROVIDE'AS-BUILT"DRAWINGS OF THE WORK AT THE CONCLUSION OF CONSTRUCTION:"AS-BUILT" WALL CONSTRUCTION MATERIALS UNIFORM COVERAGE MOUNTED EXHAUST FANS,WIRED PER DIVISION 16 AND SWITCHED WITH THE LIGHTS. DRAWINGS MAY BE IN THE FORM OF TWO COPIES OF CONSTRUCTION DOCUMENTS MARKED-UP WITH RED 1, PROVIDE STUDS,TRACKS,BRACING,FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE 8. E,t.F,S.: c. MULTIPLE FIXTURE RESTROOMS,COMBINATION RESTROOM&SHOWER,AND LOCKER ROOMS TO HAVE PEN.DELIVER RECORD DRAWINGS TO THE ARCHITECT, COMPLETE OPERATION AND MAINTENANCE MANUALS INSTALLATION, ROOFTOP MOUNTED EXHAUST FAN,FACTORY CURB AND BACKDRAFT DAMPER,WIRED PER DIVISION 16, SHALL BE PROVIDED FOR ALL MECHANICAL,ELECTRICAL AND PLUMBING EQUIPMENT,PACTRUST MAY HOLD a. EXISTING-SPOT PRIME WITH KRILL PRIMER SEALER AND FINISH WITH KRILL FLAT TO ACHIEVE UNIFORM CONTRACTOR'S FINAL PAYMENT UNTIL"AS-BUILT"DRAWINGS AND 0&M MANUALS HAVE BEEN RECEIVED 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED WHERE PHYSICAL STRUCTURAL COVERAGE CONTROLS AS REQUIRED BY DESIGN.COOK ACED SERIES OR EQUAL >" AND APPROVED. PROPERTIES ARE NOT INDICATED,THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED LIVE LOADS, d, SPECIALTY ROOMS REQUIRING EXHAUST SHALL MEET THE ABOVE MINIMUM REQUIREMENTS- 22.IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDE A COMPLETE, DESIGN FRAMING IN ACCORDANCE WITH AISI SG-673. 10 00 00 SPECIALTIES Fl INDIVIDUAL ROOMS WITH AN EXHAUST REQUIREMENT GREATER THAN 250 CFM,WILL REQUIRE THE USE a FUNCTIONING PROJECT INCLUDING ALL GENERAL,MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED 3, COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO ASTM A446/A 446 M GRADE A(33000 10 4416 FIRE EXTINGUISHERS OF A ROOFTOP MOUNTED FAN. TO FULFILL THAT INTENT, ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED,REGARDLESS OF PSI)G60. 1, FIRE EXTINGUISHER 2A10 BC (WALL MOUNTED OR IN SEMI RECESSED CABINET AS INDICATED ON PLAN) 21.HVAC TESTING. WI WHETHER OR NOT SHOWN ON THE DRAWINGS, 4, PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S.GYPSUM,GEORGIA PACIFIC,NATIONAL GYPSUM OR 2, FIRE EXTINGUISHER CABINET: JL INDUSTRIES ACADEMY SERIES MODEL#C1027V10, a, CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES,COMPONENTS, 23,ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED"N,IC.". AN APPROVED EQUAL. EQUIPMENT AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH a 5, STANDARD GYPSUM BOARD SHALL BE TYPE'X',5/8" APPROVED PLANS AND SPECIFICATIONS THICK WITH TAPERED EDGES CONFORMING TO ASTM 12 00 00 FURNISHINGS . 24."ALIGN"AS USED IN THESE DOCUMENTS,MEANS TO ALIGN THE FINISHED FACES OF ELEMENTS IN THE SAME 0 PLANE,EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING, C-36• 1. REPLACE BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS AND PROVIDE BUILDING STANDARD BLINDS b, SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN 6. WATER RESISTANT GYPSUM BOARD SHALL BE 518"THICK WITH TAPERED EDGES. CONFORMING TO ASTM TO MATCH AT NEW EXTERIOR GLASS. BLINDS SHALL BE PER CURRENT PACTRUST STANDARD(WHITE, ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS, t j fr 25,D0 NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS.DRAWINGS ARE INTERRELATED. VERTICAL,NON-PERFORATED.)CONTRACTOR SHALL VERIFY THE BUILDING STANDARD AND CONFIRM WITH C3) 26.SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN C-630. THE ARCHITECT BEFORE ORDERING. c. A COMPLETE COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED ANp TWO WEEKS OF PROJECT AWARD,PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TO 7, AT TOILET ROOMS USE 5/8"USG FIBERROCK BRAND AQUATOUGH INTERIOR PANEL FROM FLOOR TO 48"A.F.F. 2 U INSTALL BUILDING STANDARD ADDRESS AND/OR SUITE NUMBER LABELS TO ALL EXTERIOR DOORS, FILED WITH PACTRUST, oars* REPLACEMENT AT CONTRACTOR COST,AN APPROVED SUBMITTAL DOES NOT CHANGE THE CONTRACTUAL ON WALLS BEHIND OR ADJACENT TO PLUMBING FIXTURES, NO SUBSTITUTES,(EXCEPTION:EXCEPTION AT S G BUILD22.PROJECT CLOSE OUT DOCUMENTS REQUIRED: -0 SUPPRESSION REQUIREMENT TO PROVIDE THE SPECIFIED ITEMS UNLESS SPECIFICALLY NOTED AS A SUBSTITUTION BY THE LOCATIONS TO RECIEVE PLASTIC LAMINATE OR TILE WAINSCOT.) 21 00 00 FIRE :DESIGN I CONTRACTOR AND SPECIFICALLY APPROVED BY THE ARCHITECT AS SUCH,REPLACE SUCH PRODUCTS AS , " a. AutoCAD FILE SHOWING AS-BUILT INFORMATION. a 8. AT TILE WAINSCOT LOCATIONS INSTALL CEMENT BACKER BOARD THICK WITH SQUARE,REINFORCED, 1. PROVIDE SPRINKLERS BELOW SUSPENDED CEILING PER CODE. SPRINKLER HEADS SHALL BE CENTERED IN 2 /� DIRECTED AT CONTRACTOR'S COST. SMOOTH EDGES, PROVIDE DUROCK BRAND CEMENT BOARD OR APPROVED EQUAL, X 2 CEILING TILE,LAYOUT OF SPRINKLERS BY CONTRACTOR, SPRINKLER LAYOUT IN ALL HARD CEILING b. ELECTRONIC PDF FILE OF THE AutoCAD FILE ABOVE. LU to 27,SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK,SPECIAL SYSTEMS,MECHANICAL,ELECTRICAL AND AREAS(GYPSUM BOARD/PLASTER)TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO INSTALLATION. c. HARD COPY OF AutoCAD FILE ABOVE. PLUMBING SYSTEMS INCLUDING FIRE PROTECTION SYSTEMS). SUBMIT A MINIMUM OF TWO COPIES OF ALL 9 AT FRP,PLASTIC LAMINATE,ETC.,WAINSCOT PANELING INSTALL WATER-RESISTANT GYPSUM BOARD. C"� ( ) 2. IN NEW CEILING GRID SYSTEMS OVER 144 SF PROVIDE FLEXIBLE HEADS FOR MINIMUM SEISMIC MOVEMENT. d. OPERATIONS MANUALS FOR ALL EQUIPMENT,INCLUDING T-STATS. Z SHOP DRAWINGS FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD,ARCHITECT WILL RETAIN ONE 10,TRIM ACCESSORIES SHALL COMPLY WITH ASTM C-1047, NO"OOPS RINGS ALLOWED". - a COPY AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR. 11,USE GEORGIA PACIFIC DENSGLAS GOLD ON EXTERIOR FACE OF EXTERIOR WALLS AND COAT WITH STO FINISH e. COLORED ZONE MAP WITH THERMOSTAT LOCATIONS INDICATED. Q 3. PROVIDE AUTOMATIC FIRE SPRINKLER FLOW INDICATOR SIEMENS CU-MHU-MCS-W OR EQUAL.SEE PLAN FOR D J 1.11111 28.THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS SYSTEM. LOCATIONS. 26 00 00 ELECTRICAL: DESIGN/BUILD CONTRACTOR,ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER WALL CONSTRUCTION EXECUTION5 0GENERAL LICENSED BY THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM, COORDINATE 22 00 00 PLUMBING CO INTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT, ALL SPRINKLER HEADS SHALL BE 1, FASTEN FRAMING MEMBERS TOGETHER BY WELDING OR BY USING SELF-DRILLING OR SELF-TAPPING 1. ALL ELECTRICAL FEEDS TO OUTLET,SWITCHES,ETC,MUST BE VERTICAL DROPS FROM CEILINGS U,N,O. C! ,n 4 SCREWS, WELDING SHALL CONFORM TO AWS 013 WELDING PROCEDURE: ELECTRODES AND SCREW GENERAL REQUIREMENTS CENTERED IN CEILING TILE(OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING TILE WHERE EXCEPT FOR HORIZONTAL RUNS UNDER WINDOWS AND FIXTURES ON THE SAME STUD. APPLICABLE). LOCATION OF THOSE IN GYPSUM BOARD CEILINGS SHALL BE PRE-APPROVED IN WRITING BY CONNECTIONS SHALL BE AS REQUIRED AND INDICATED IN THE DESIGN CALCULATIONS. DO NOT FIELD WELD 1. CONTRACTOR TO SUBMIT LAYOUT ON ELEVATIONS AND PLANS PROVIDED FOR ALL SHUT OFF VALVES,CLEAN THE ARCHITECT PRIOR TO INSTALLATION, MATERIALS LIGHTER THAN 18 GA. OUTS,ACCESS DOORS,AND FLOOR DRAINS TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION, 2, ALL ELECTRICAL FEEDS TO OUTLETS AND DATA BELOW WINDOW SILLS TO BE ROUTED THROUGH BUILDING SHELL WALLS. DO NOT FEED FROM PERPENDICULAR INTERIOR PARTITIONS. < Ow 29.COORDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE 2, PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PARTITIONS, ANCHOR TRACKS AS 2, PLUMBING CONTRACTOR TO PROVIDE AND INSTALL(1)MASTER SHUT OFF VALVE FOR EACH SET OF INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. INDICATED IN THE DESIGN CALCULATIONS. BUTT WELD JOINTS IN TRACKS OR SPLICE WITH STUD INSERTS. RESTROOMS. LOCATE VALVE BEHIND HANDICAP TOILET IN MEN'S RESTROOM, 3. PROVIDE LABELS AT EACH ELECTRICAL RECEPTACLE IDENTIFYING CORRESPONDING PANEL AND BREAKER. LU Q FASTENERS SHALL BE AT LEAST 3 INCHES FROM THE EDGE OF CONCRETE SLABS. 3. PROVIDE UPDATED SCHEDULE AT PANEL TO IDENTIFY CIRCUIT BREAKERS. GENERAL 3. ALL DOMESTIC WATER PIPING TO BE TYPE L COPPER-NO EXCEPTIONS. ALL EXPOSED PIPING TO BE 3: CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WEBS OF TOP AND BOTTOM TRACKS. POSITION INSULATED. 4. VERIFY ELECTRICAL METER AND TAG METER WITH THE TENANTS ADDRESS OR SUITE NUMBER, METER • 1. REMOVE ALL EXISTING VCT,SHEET VINYL,ETC.IN AREAS WHERE NEW FLOOR COVERING IS SPECIFIED PRIOR STUDS VERTICALLY IN TRACKS AND SPACE AS INDICATED IN DESIGN. DO NOT SPLICE STUDS. PROVIDE IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR TO TO INSTALLATION OF NEW FLOORING, 1 LEAST TWO FULL HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 FEET WIDE OR LARGER. PROVIDE 4, WATER HEATER(ELECTRIC)30 GAL AND LARGER 277V LESS THAN 30 GAL 120V, PROVIDE HUB DRAIN AT DE TENANTS MOVE-IN. 2. ALL ROOF PENETRATIONS FOR ELECTRICAL,LOW VOLTAGE,GAS PIPING,ETC.SHALL BE SLEEVED THROUGH JACK STUDS OVER OPENINGS,AS NECESSARY,TO MAINTAIN INDICATED STUD SPACING. PROVIDE TRIPLE LOCATION. . A LEAD ROOF JACK,CLAMPED WITH A STAINLESS STEEL CLAMP AND SEALED WITH VULKEM 921 STUDS AT CORNERS,POSITIONED TO RECEIVE INTERIOR AND EXTERIOR FINISHES. FASTEN STUDS AT TOP 5, POINT OF DEMAND WATER HEATER-BOSCH POWER STREAM PRO-MODEL RP2P 277V/30A. ADJUST WATER 5. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN PATH SHOWN ON PLAN EQUAL TO 1-FOOT POLYURETHANE SEALANT, SILICONE SEALANT NOT PERMITTED. AND BOTTOM TRACKS BY WELDING OR SCREWING BOTH FLANGES TO THE TRACKS. FLOW SETTING TO PROVIDE A HEATING RANGE OF 105 TO 120 DEGREES. CONTACT MESHER SUPPLY FOR CANDLE. H 01 73 29 CUTTING AND PATCHING 4, INSTALL ALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ACCESSORIES AS REQUIRED FOR AVAILABILITY,(503)236-4148. 6. EXIT LIGHTS:RUUD LIGHTING"PLASTIC LED EXIT SIGN"MODEL EXPBURWH RED LETTERS,WHITE HOUSING, THE PROJECT, 6, FLOOR DRAINS SHALL BE INSTALLED IN TOILET ROOMS CONTAINING TWO(2)OR MORE WATER CLOSETS OR 2 WITH BATTERY BACKUP. 1, PERFORM CUTTING AND PATCHING WITH SKILLED CRAFTSMEN EXPERIENCED WITH THE TYPE OF WORK 5. AT TOILET ROOMS TO RECEIVE SHEET VINYL FLOORING,INSTALL THE GYPSUM BOARD(OR AUQATOUGH) OR MORE WATER CLOSETS AND URINALS IN COMBINATION, THE FLOOR SHALL SLOPE TOWARD THE FLOOR 7. WHERE NEEDED,CONTRACTOR TO FURNISH AND INSTALL NEW DRY TYPE TRANSFORMERS TO PROVIDE W BEING UNDERTAKEN. WITH 1/4"GAP BETWEEN THE BOARD AND THE FLOOR. DRAIN. 208V/120V POWER FROM THE 480V/277V SYSTEM. SIZE TO BE BIDDER DESIGN. 2, PROTECT EXISTING CONSTRUCTION TO PREVENT DAMAGE. 6. COMPLY WITH USG GYPSUM CONSTRUCTION HANDBOOK AND MANUFACTURERS RECOMMENDATIONS. 7, FLOOR DRAINS TO BE INSTALLED WITH PRIMER VALVE WITH ISOLATION VALVE. NO ATMOSPHERIC PRIMERS. a. TRANSFORMERS TO BE ENERGY STAR LABELED. 3. PERFORM CUTTING USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS TO BE RETAINED. DRAINS TO BE PRIMED FROM TOILET FIXTURES UNLESS APPROVED BY OWNER. PROVIDE A MIN.OF 12" 7, FINISH QUALITY: ACCESS DOOR. b, CASE TO BE TOTALLY ENCLOSED WITH LOUVERS TO PREVENT FOREIGN OBJECTS INTO THE INTERIOR. a 4. PATCH,USING MATERIALS IDENTICAL TO EXISTING MATERIALS THAT VISUALLY MATCH EXISTING ADJACENT AREA PROCESS TRADE NOMENCLATUREc, ENCLOSED AND VENTILATED,AIR COOLED TYPE,CLASS H INSULATION,DESIGNED FOR 115 DEGREES C Q SURFACES TO THE FULLEST EXTENT POSSIBLE 23 00 00 HVAC:DESIGN/BUILD TEMPERATURE RISE ABOVE 40 DEGREES C AMBIENT TEMPERATURE AT FULL LOAD CONTINUOUS O WAREHOUSE TAPE/FINISH COAT' TIGHT DOUBLE a PATCH WITH DURABLE,INVISIBLE SEAMS THAT ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. GAS METER OPERATION, EQUIP WITH 2-1/2 PERCENT ANFC TAPS AND FOUR 2-1/2 PERCENT BNFL TAPS, MAXIMUMCC OFFICE/OTHER AREAS TAPE/2 FINISH COATS`/ SMOOTH FINISH TAPED SOUND LEVEL SHALL BE NEMA STANDARD WITH ISOLATION DAMPERS BETWEEN THE CORE AND COIL 6. AT CONCRETE SLAB REPAIRS(POUR BACKS},PROVIDE#3 x 12"LONG REBAR DOWELS AT 24"O.C. MIN.WITH 1. CONTRACTOR TO VERIFY GAS METER AND TAG METER WITH THE TENANTS ADDRESS OR SUITE NUMBER. ASSEMBLY AND CASE - MIN,6"PENETRATION INTO EXISTING CONCRETE AND MIN,OF 6"EXPOSURE INTO POUR BACK.CENTER USG"FIRST COAT' "SAND AFTER TAPE!FINISH COAT(S) METER IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR CC DOWEL IN SLAB. TO TENANT'S MOVE-IN. 9. FOR FLOOR POWER AND DATA ACCESS IN BUILDINGS WITH ACCESS BELOW FLOOR,USE WIREMOLD RC7 8, FINISH EXPOSED INTERIOR GYPSUM BOARD WALLS AND CEILINGS SMOOTH STRAIGHT READY FOR FINISH AS FLUSH POKE-THRU SERIES OR EQUAL, FOR SLAB ON GRADE INSTALLATIONS USE RACO#5511,2 AT EACH CD 7, REMOVE PATCHES THAT ARE VISUALLY UNSATISFACTORY IN THE ARCHITECT'S OPINION AND REPLACE AT NO SHOWN ON PLANS, HVAC-BID PROCEDURE n- LLI ADDITIONAL COST. LOCATION TO SEPARATE POWER AND DATA WITH 1"CONDUIT FOR POWER AND T CONDUIT FOR DATA W 09 53 00 SUSPENDED ACOUSTICAL CEILING 1. FOR BIDDING PURPOSES,THE HVAC CONTRACTOR WILL ASSUME THAT EXISTING HVAC EQUIPMENT IS IN 10.7ELECOMMUNICATION SYSTEM BY FUTURE TENANT. 03 00 00 CONCRETE 1. COMPLY WITH CURRENT SEISMIC REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. PROPER WORKING ORDER. 2. INVENTORY EXISTING H.V.A.C.ROOFTOP UNITS AND SUBMIT TO ARCHITECT A CONDITIONS REPORT OF EACH 11.LIGHTING ENERGY MANAGEMENT IS REQUIRED IN ALL BUILDINGS. Z Z '-') W W 1. EXTERIOR FLAT WORK: 2, FOLLOW MANUFACTURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND INSTALLATION OF CEILINGZ a, 4"THICK UN-REINFORCED CONCRETE SLAB WITH AIR-INTRAINMENT OVER 4"COMPACTED CRUSHED SYSTEM,INCLUDING GRID,PANELS,AND HANGARS AND ACCESSORIES. UNIT 12.00CUPANCY CONTROL DEVICES SHALL BE LEVITON OR WATT STOP. 0 d- ROCK(3/4 MINUS). 3. USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIES,INC, 3. LIST TONNAGE OF EACH UNIT. 13.TEST ALL LIGHTING CONTROL SYSTEMS TO ENSURE THAT CONTROL DEVICES,COMPONENTS,EQUIPMENT L CONTROL JOINTS 5'O.C.MAX,EXPANSION JOINTS 20'O.G.OR AS SHOWN ON PLANS. HVAC-DESIGN PROCEDURE AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND (/) 1/4"-j N 4, CO-ORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING BUT NOT LIMITED TO SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THAY OPERATE O I j' ID c, BROOM FINISH WITH TOOL EDGE EACH SIDE, INSULATION,GYPSUM BOARD,LIGHT FIXTURES,MECHANICAL SYSTEMS,ELECTRICAL SYSTEMS AND FIRE USE EXISTING AND/OR NEW EQUIPMENT TO DESIGN MECHANICAL H,V,A.C.SYSTEM PER DESIGN STANDARDS IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. Z cr N SPRINKLERS LISTED BELOW. PER CODE. /� W 07 00 00 THERMAL&MOISTURE PROTECTION 14.REQUIRED IN DIVISION 15,PROVIDE MONITORING OF HVAC EQUIPMENTCQ N STR U CT C N LEGEND CD W cc 5. PRODUCTS: PRIOR TO AWARD OF CONSTRUCTION CONTRACT,H.V.A.C,CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR 15.REMOVE ALL UNUSED DATA AND POWER BOXES AND INFILL WITH GYP BOARD. EXCEPTION-UNUSED DATA 1, REPLACE ALL MISSING AND DAMAGED ROOF AND WALL INSULATION ABOVE THE CEILING GRID. REVIEW AND APPROVAL A FULL DESIGN SCHEMATIC FOR THE TENANT SPACE INCLUDING BOTH CL a. GRID-PRELUDE 24 XL 15/16"EXPOSED TEE(HEAVY DUTY) NEW/RENOVATED WORK AND SYSTEMS UNTOUCHED BY THE TENANT IMPROVEMENT AS APPLICABLE, BOXES UNDER WINDOW SILLS TO REMAIN, ALL BLANK COVER PLATES TO BE BUILDING STANDARD FINISH. C3 D _ 2. SCRIM(F -25 MOVER THE AND DAMAGED ROOF AND WALLINSULATION AND PROVIDE PERFORATED WHITE b, TILES-ARMSTRONG FISSURED ITEM#705 24 x 24 x 5/8"W/ANGLED TEGULAR EDGE INCLUDE THE FOLLOWING: 16,REMOVE ALL UNUSED LOW VOLTAGE WIRING(TELEPHONE AND DATA)FROM THE RECEPTACLE TO THE I l EXISTING TO REMAIN NOTE-REFER TO DETAIL 6/A-5 FOR TYPICAL MOUNTING HEIGHTS, aj l� I- a SCRIM(FS-25}OVER INSULATION AT SERVER/SERVER WORK ROOMS. DISTRIBUTION BOARD,LEAVE PULL STRINGS FROM THE BOX TO THE SPACE ABOVE THE CEILING, A SECTION (f) Z 3, PROVIDE NEW ROOF INSULATION TO MATCH EXISTING AT ABANDONED MECHANICAL UNITS, c, ACCESSORIES-MANUFACTURERS'STANDARD a, DUCTING AND SIZES �� OF THE EXISITNG LOW VOLTAGE WIRE MAYBE LEFT IN LIEU OFA PULL STRING C'" --0 EXISTING TO BE REMOVED L14 DCO < 4. AT ALL UN-USED EXISTING ROOF PENETRATIONS REMOVE EQUIPMENT AND REPAIR ROOF SYSTEM, 6, ALL TILE CUTS SHALL BE DONE WITH RAZOR SHARP KNIVES. CUT/TRIM TILE EDGE TO CREATE TEGULAR EDGE b, SUPPLY AND RETURN LOCATIONS AND CFM OFFICE LIGHTING 0© W O CONDITION SO THAT CEILING TILES LAY FLAT, c, ROOF EQUIPMENT,SIZES AND LOCATIONS NEW STANDARD WALL WITH INS. tJ U 08 10 00 DOORS AND WINDOWS 1. GROUP RE-LAMP EXISTING FLUORESCENT LIGHTS THROUGHOUT U.N.O. �� N 7, AT CEILINGS OVER 144 SF PROVIDE HORIZONTAL RESTRAINT WIRE OR RIGID BRACING. d, UNITS REQUIRING DUCTED SMOKE DETECTION O•, U IN (� 1, RE-USE EXISTING DOORS AND FRAMES WHERE POSSIBLE 2, OFFICE LIGHT FIXTURES-MATCH EXISTING(LITHONIA 2PM3N G B 3 32 18LD MVOLT ADVANCE OR EQUAL.NO I, ,,,, ,,,�,,,"1 NEW STANDARD FULL HEIGHT WALL OFFICE-OPEN OFFICE 8. INSTALL CEILING GRID WITH TWO EDGES ATTACHED TO ADJACENT WALLS. THE OTHER TWOEDGES SHALL BE VP e, THERMOSTAT LOCATIONS AND ZONE/UNIT ASSOCIATED THEREWITH SYLVANIA BALLASTS t) O a T"• (1- 2, APPROVED DOOR,FRAME,AND HARDWARE SUPPLIERS INCLUDE: ATTACHED TO WALL MOLD USING BERC2 CLIPS ALLOWING THOSE TWO SIDES ALLOWED TO FLOAT. ) 0 NEW EXTERIOR STOREFRONT WALL f. ANY SUPPLEMENTAL EXHAUST FANS OR SPECIAL SYSTEMS a, BAXTER AND FLAMING, (503)225-0486 9, PROVIDE CEILING SEISMIC JOINTS AT LOCATIONS AS SHOWN TO LIMIT CONTIGUOUS CEILING GRID AREAS TO 3, OFFICE PENDANT MOUNT DIRECT/INDIRECT LIGHT FIXTURES- T 7 �T L D&D DOOR (503)205-5533 NO MORE THAN 2500 S.F. g. ZONE DIAGRAM a. PEERLESS SPM9 2 32 WHR R8 MVOLT GEB10 SCT XX C111(WHITE)FEP(ISE EMERGENCY MODULE PER REVISION c. BENSON INDUSTRIES (503)907-2200 10.PROVIDE RIGID STRUTS TWELVE FEET ON CENTER EACH WAY BEGINNING WITHIN SIX FEET OF PERIMETER HVAC DESIGN STANDARDS PLAN) DUPLEX RECEPTACLE © ELECTRICAL PANEL EDGE, INSTALL SWAY BRACING EACH STRUT ALONG FIXED EDGE IN ALL.FOUR DIRECTIONS THE FOLLOWING ARE MINIMUM DESIGN STANDARDS: b. PEERLESS SPM9L HI WHR R8 MVOLT SCT LP835 F2/XX C111(WHITE)FEP(1 SE EMERGENCY MODULE PER d, GRANT SUPPLY (360)887-0647 FOURPLEX RECEPTACLE O POWER J-BOX 11,IN EXISTING SPACES REPLACE WATER STAINED OR DAMAGED TILES. 1, 350 SQUARE FOOT PER TON. PLAN)-DAYLIGHT ZONE 1 3, DOOR AND RECITE FRAMES SHALL BE WESTERN INTEGRATED MATERIALS(WIM),ALPHA ALUMINUM o PRODUCTS,INC.(AAP),TIMELY it,OR APPROVED, SUBMITTAL REQUIRED PRIOR TO ORDERING MATERIAL.NEW 12.TUNE UP GRID SYSTEM TO WITHIN PLUS OR MINUS 0.5 INCHES OF LEVEL. 2, ADDRESS LOADS BY SPECIFIC LOCATION AND USE AS WELL AS CRITERIA PROVIDED TO PACTRUST BY 4, RECESSED LED DOWN LIGHT: UTHONIA LONG 35/10 L06 AR LD 277 TRW DEDICATED OUTLET Q FLUSH MOUNT FLOOR MONUMENT W/POWER AND DATA 2 FRAMES TO BE FACTORY FINISH CUSTOM COLOR. 13,BENT OR DAMAGED T-BARS TO BE REPLACED. TENANT PRIOR TO CONSTRUCTION: EXTERIOR LIGHTING ,yy, FIREEXTINGUISHER IN RECESSED CAB. 3. 4. EXTERIOR DOORS AND FRAMES TO BE HOLLOW METAL. FRAMES OF ONE-PIECE WELDED CONSTRUCTIONa EXTERIOR EXPOSURE AREAS 1, ENTRY LIGHTING AT RECESSED OPENINGS: LITHONIA LF6N,26DTT LAMP,F6OSA RELFECTOR,(EMERGENCY UJ1♦ EXISTING ELECTRICAL TO REMAIN E G , 14.REPAIR HOLES IN GRID FROM REMOVED WALLS. USE OF ARMSTRONG"BP ES-4"EXPANSION SLEEVE 14-GA.GALV.SHEET STEEL, DOORS,SDI-100,GRADE II,SEAMLESS EDGES,16 GA,GALV,SHEET STEEL. ACCEPTABLE. b, INTERIOR AREAS,SIZE AND USE BATTERY PACK OPTION EL) N FLOOR MONUMENT W/SERVICES SHOWN FIRE EXTINGUISHER-SURFACE MOUNTED • FABRICATE DOORS AND FRAMES WITH HARDWARE REINFORCING WELDED IN PLACE. 09 91 23 PAINTING c, CONFERENCE/TRAINING ROOMS 3. LITHONIA LIGHTING WST LED 1 10A700/40K SR4 MVOLT ELCW DDBXD,EXTERIOR EGRESS LIGHTING_ 4• 5, FIELD VERIFY EXISTING DOOR,FRAME AND HARDWARE FINISH PRIOR TO ORDERING, ALL NEW DOORS, ALL MOUNT LUMINAIRE. SPECIAL OUTLET S THERMOSTAT FRAMES AND HARDWARE TO MATCH EXISTING BUILDING STANDARDS, INTERIOR: d. COMPUTER/SERVER AND TELEPHONE ROOMS TO HAVE PROVISION FOR LOW AMBIENT OPERATION 4. LITHONIA LIGHTING DSXW1_LED_1000_40K_TFTM_MVOLT W OU T L Q O 5 6, ALL INTERIOR DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED OTHERWISE, 1, WALLS: AND 24-HOUR USE. 28 30 00 ELECTRONIC DETECTION AND ALARM TEL/DATA MUD RING WITH PULL STRING 7, DOOR HARDWARE SHALL BE SCHLAGE AL SATURN ORD RHODES SERIES U.N.O. a, PRIME NEW DRYWALL WITH MILLER'S HIGH-BUILD"SUPER SEAL"PRIMER, 3, SYSTEM DESIGN CRITERIA-SIZE ZONES FOR 3-5 TON UNITS BASED ON USE&EXPOSURE CRITERIA. GENERAL 6 PACKAGED OR SPLIT SYSTEM EQUIPMENT GREATER THAN 5 TONS SHALL BE SPLIT INTO MULTIPLE ZONES. 8, ALL DOOR HARDWARE SHALL BE INSTALLED WITH A 5"BACKSET. FOR HORN/STROBE DEVISES USE"SYSTEM SENSOR"SPECTRALERT ADVANCE DEVISES,OR APPROVED EQUAL: b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH MILLER'S 6200 OR VAV OR WATER SOURCE HEAT PUMP SYSTEMS GREATER THAN 3 TONS SHALL BE SPLIT INTO MULTIPLE 7, 4480 WITH A TIGHT ROLLER STIPPLE FINISH, RESTROOM FINISHES TO BE MILLERS S/G LATEX ENAMEL. ZONES. 32 00 00 EXTERIOR IMPROVEMENTS 9, DOOR FINISH SUBMITTAL:CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DOOR FRAMES,DOOR HARDWARE AND DOORS AS WELL AS A CONTROL SAMPLE OF THE FINISHED DOOR SKIN W/STAIN AND FINISH 2, DOORS AND FRAMES: 4, ALL ENCLOSED ROOMS OR OFFICES TO HAVE DUCTED SUPPLY&RETURN GRILLES, PRIOR TO ANY EXTERIOR EXCAVATION OR BORING,GENERAL CONTRACTOR SHALL OBTAIN AN UNDERGROUND 8. APPLIED(IF NEW DOORS ARE BEING PROVIDED), BEFORE FINISHING OF DOORS IS COMMENCED ARCHITECT a, NEW HOLLOW METAL-PRIME,SAND,AND FINISH WITH TWO COATS OF SEMI-GLOSS OIL, PCE SH HAVE DEDICATED GAS SERVICE FOR FUTURE BUILD-OUT OR FREEZE PROTECTION, UTILITY LOCATE. SHALL APPROVE CONTROL SAMPLE, FINISHED PRODUCT 1S SUBJECT TO REJECTION BY ARCHITECT IF THIS 5. VACANT SPACE ALL H E CEILING LEGEND PROCESS IS NOT FULLY ADHERED TO AND FIELD PRODUCT DOES NOT MATCH THE APPROVED CONTROL b, EXISTING HOLLOW METAL-SAND,FILL IMPERFECTIONS WITH RONDO,SAND AND PRIME PATCHES WITH 6, UNITS: LENNOX,TRANE,YORK OR CARRIER-71/2-TON MAXIMUM UNIT SIZE. ANY UNIT IN EXCESS OF 7 1/2 SAMPLE, ALKYD PRIMER,AND FINISH WITH SEMI-GLOSS OIL ENAMEL. TONS SHALL HAVE SPECIAL APPROVAL BY BUILDING OWNER. DRAWN BY: 10,ALL INTERIOR GLAZING SHALL BE TEMPERED. c, NEW WOOD-PRIME WITH ALKYD OIL UNDER-COATER,SAND,FILL ALL FASTENING HOLES WITH 7. HVAC UNITS WITH EQUAL TO OR GREATER THAN 5-TONS TO HAVE DUCT SMOKE DETECTORS AND BE 2 X 4 FLUOR,T-8 3 TUBE FIXTURE X SUPPLY DIFFUSER CT1Wh PAINTER'S PUTTY,CAULK ALL CRACKS IN CASINGS AND BETWEEN JAMBS AND WALLS USING DAP LATEX CONNECTED TOA MONITORING STATION WITHIN THE BUILDING. PARABOLIC LENS(OZ INDICATES DAYLIGHT ZONE) 11,DEAD BOLT LOCKS AT NEW EXTERIOR DOORS TO BE INSTALLED WITH A SCHLAGE MORTISE DOUBLE CAULK,AND FINISH WITH SATIN OIL ENAMELA RETURN DUCT CYLINDER 20-013C "C'KEYWAY;SOLID BRASS;WITH ADAMS-RITE CAM AND COMPRESSION RING 1 1/8"LENGTH 8, ROOF TOP UNITS SHALL BE PLACED 24'MINIMUM FROM ROOF EDGE TO CENTER OF UNIT, MULTIPLE UNITS DATE. 10/09/15 WITH HARDENED CYLINDER GUARD RING KEEDEX K-24. FINISH TO MATCH BUILDING STANDARD, d. EXISTING WOOD-PREP,REPAIR IMr,txe+s4 2 X 4 FLUOR,FIXTUREPERFECTIONS,PRIME AS REQUIRED,AND REPAINT WITH SATIN OIL SHALL BE PLACED SYMMETRICALLY IN A LINE BASED ON STRUCTURAL CALCULATIONS BY ENGINEER. mew iii ENAMEL, IF FINISH{S NOT PAINTED,TOUCH UP STAIN,SEAL AS REQUIRED,AND RE-VARNISH WITH SATINMI Ma iha PARABOLIC LENS/STEADY BURN BALLAST ® EXHAUST FAN 12.PATCH AND REPAIR ALL HOLES OR DAMAGE TO EXISTING STORE FRONT WINDOWS AND DOORS.TOUCH UP VARNISH. 9, CURBS, 14"CURBS, ASSEMBLED AND LEVELED TO ROOF,ANCHORED TO STRUCTURAL MEMBERS BELOW PERMIT/BID SET FINISH FOR AS NEW LOOK. ROOFING. PENDANT MOUNT DIRECT/INDIRECT LIGHT FIXTURES me SPRINKLER HEAD 13,TOUCH UP ALL EXISTING INTERIOR DOORS AND FRAMES FOR AS NEW LOOK. 3. CEILINGS: a PROFESSIONALLY ROOF IN ALL CURBS AND PENETRATIONS BY PACTRUST APPROVED ROOF L '" °• "1-'''A REFER TO SPECIFICATIONS a. EXISTING GYP BOARD/PLASTER-SAND,SPACKLE ALL IMPERFECTIONS,SPOT PRIME AND FINISH TO CONTRACTOR. SEE DIVISION 1 GENERAL NOTES THIS PAGE. 9 EXIT SIGN(LED RED) 14.GLAZED OVERHEAD DOORS;WAYNE DALTON K-AL,BROWN ANODIZED ALUMINUM 6063-T6(TO MATCH ACHIEVE UNIFORM COVERAGE WITH MILLER'S 6200 OR 4480. RECESSED LED DOWN LIGHT TYP. EXISTING STOREFRONT);HIGH-LIFTOPERATING STYLE(MATCH EXISTING)WITH TRACK AND HARDWARE OF b. UNIT MUST BE LEVEL,SEALED WITH NO AIR LEAKS AND COUNTER FLASHED. ( ) HOT-DIP GALVANIZED STEEL.OPERATION;CHAIN HOIST, b. NEW GYP BOARD/PLASTER -PRIME WITH SUPER SEAL AND FINISH TO ACHIEVE UNIFORM COVERAGE g(D3a HORN/STROBE FIRE ALARM(WALL MOUNT) WITH MILLER'S 6200 OR 4480. c. CONDENSATE MUST BE TRAPPED AT UNIT. $ STANDARD SWITCH 15,TUNE UP RELOCATED OVERHEAD DOORS FOR SMOOTH OPERATION, WORK INCLUDES: 7, SEISMICALLY ATTACH UNIT TO CURB IN CODE-APPROVED METHOD. W ns q) HORN/STROBE FIRE ALARM(CEILING MOUNT) 4. GENERAL NOTES: a. ADJUST OVERHEAD SPRING TENSION TO MEET MANUFACTURER'S SPECIFICATIONS. 8, ALL GAS PIPING SHALL BE STANDARD BLACK STEEL PIPE W/SUPPORTS PER CODE. PIPING SHALL BE RUN (1 OCCUPANCY SWITCH a. KEEP ALL HARDWARE,HINGES,AND DOOR KNOBS CLEAN OF ALL PAINT SPLATTERS,DRIPS,OR ROLLER 0 SMOKE DETECTOR b, REPLACE TOP AND BOTTOM DOOR SEALS AS NEEDED. SPRAY. INSIDE OF BUILDING W/LEAD FLASHINGS AT ROOF PENETRATIONS. LEAD ROOF JACKS TO BE SEALED AND c. REPLACE BENT TRACKS AND PANEL SECTIONS. A . 2 CLAMPED(S.S.WORM GEAR). 0 CEILING OCCUPANCY SENSOR b. ALL SURFACES TO BE SANDED BETWEEN COATS,PRIOR TO INSTALLATION OF NEXT COAT. 9 ALL EXISTING AND NEW GAS PIPING EXPOSED TO THE EXTERIOR TO BE PROTECTED FROM RUST AND d, REPLACE ROLLERS AND HINGES AS NEEDED. c. DURING PROGRESS OF WORK,KEEP JOB SITE CLEAN OF ALL PAINT MATERIALS,RUBBISH,CANS,AND CORROSION WITH OIL BASED PAINT(COLOR GREY). a REPLACE ROPES AS NEEDED. RAGS AT THE END OF EACH DAY. 10.LOW VOLTAGE IN SEALTITE CONDUIT FROM BELOW ROOF LINE DIRECT TO UNIT, DO NOT EXCEED BEND ------- ( 1 ----- I -` -MINI``.. /- _\ MINI i-~ OD i(�j/"�. � 1 � � 2 ! � 3 64) t5 ! �6 ) 17 8i ', 9 ) 101 ;11j 112 ; 13 . #3082 -' -_,_- '1.---' ,._� �-r JI \ MARTIN W. HAtSON /f /' tf3 C .CKA+AAS, OREGON,. . ,! - OF A / / if PROJECT #17490 }— FY— / � / I I n o qr a / / /, / / t W / \ 1 /// _ II/ /;/ Q II / II / / ' _ ,. O I� / j/ ! ,�� 0 / , i Z ( i' v G fl « G / ff ,� \\ Y J.) / / / / /, /j = h / / //////, , //i - Or Oen ,� / ,/ �/ // > Op �� _ //\\ /i / /f // // w - //, // \\ / / , / // // Z .._......_. �>� (VIV /// //// 1 J eJ . // \\/ / , / // // >Z (D-r CO /,/ cr, /j // „/ ,, /, / cc 01_ 0O 1 AREA OF WORK // `� �o =X \,,, ,:i 0 [ ri , -C1, r IMO MIMI 1111191911111111 NNW MIMI 1 II / III - O y- li _:j— 2 3-- J MIMIMI rrsr MIMIMI r rrlr- r ® //// /// /,�/ rell '—•-- - �— D2 MIMIC MI MIMIMI MOM �MIMI NOM ■NIS MIN w�M C.i l) �) ) �) I // ,/'� >. rT1 NIrNI s rrrr rrrNI i O I ---: I I \ /j/ /// /, CI �. �� e 0 4 I I f/ // // rc iti ' 1 I I \ ® f/ /f 0 uto a �� Q a. C ,, D2 `� 4:1 \ \ F►; 4r. r�r. MINI. .�. .r�.� 11 \\\\ W w CC =I 1 &I. ❑1 i I - - r 1 � � II \ ii D °i- _I �' I IL k 1 I I I AV \,,,,_ .._. _) O 0 , \ .. .. — MI* I SAM MINI — MOM MIMIC MBE V J co Q I 91 I (oL— Q I I (----_ � � i ,r — s +� . 47 q Ak() if (-) I—ff, o______________ ■ I I C z2'rr 127 j i (Ul} 3°. a 2L' L - III1151111111111111111 111 __. I I Vi. _ III I - f - ( - _ I ■ - - '10I tk� ► N C%k I j I ■■■ I ' t '}_ { iri I Ei_ `► I I I I (----- ,r---I �h ! :1(ti) 3r D2 ; ` �� OA - it 1 1 i-- - i7 ,� _ II ,i f III \t r, i!E a L. I!i i IL J 0 1 „ 2 r, 1 Ay E____3 'I D3 Q Q Fear _ _ � � n 0 J ,, MINI.. yrs — MINIa MIMIr MIMIC L_J -s Trr_- z - ___ 3 . 1— `\ _- Y _u_.` D CC AREA OF WORK , i 0 As �. 1 111 1 i �. MINIJ . ' ! � I: r_.45'REF. �\ I- X an _ W cn i 1 - , j '� —'� �-6h'rjICRO D2 Dl €, I Z U Z II 0 v rthr-2,71 45. it- I 0 2 21 Nc\IN J 1 e ® D1 D1 D3 ��_ I 'll -1 I Z_ W 0 ► hI ► D1 � -_= �J C� a O0 2 0 T .I MINI NOM MI- III., II ' i',\� a d2 ;k II h• m a 0 'I II u , II , IIII , u , :� i uy 2 CC ----------_� SCI' ! I -_ _ �. u , �. - it III II \ II \ I II \ it III i _ r Y Ems_ __ _� E�====�_� =a ■ L7:7-_-_:::::"...:.,,-// - p W Z `\ u n _- a tr - n n _ � • - D1 ® D2 �2 �2 CTO 1U ,==== D3 w W o r;T � ,� - a 1 c% 0Qm0 1► ►I 5 I REVISION ► 4II � \ \ L,I /% / 1 rumtU I 1 45 BC' ./ 33 �✓ 'r� 03 / / DEMOLITION NOTES: 2 41111111 r MINI MINI MINI �-/ MINI r�� / / � MINI ; /, REMOVE ALL PARTITIONS SHOWN; 3. �.. ► 1 C / REMOVE DOORS/FRAMES/RELITES AND 4 Oi LZ / SALVAGE FOR RELOCATION; i • \. MINI 4J► ,/� \ , i 411) L �l I REMOVE ADHESIVE RESIDUE AS rJ. / OD NECESSARY FOR NEW FLOORING INSTALL, \ \\\\\\\\\ @ REMOVE EXISTING CABINETRY AND 7. DISPOSE OF; S. r — / ® REMOVE EXISTING PLUMBING FIXTURES 00 AND CAP IN WALL OR BELOW FLOOR; -"-- . __ \ 'In ♦� � N (I) .v 7ib oft Dg REMOVE EXISTING OVERHEAD DOOR- DRAWN BY: mwh " % - - / DISPOSE OF; (_,E REMOVE EXISTING PLYWOOD SOFFIT OVER DATE: 10/09/15 iNINI — MINI. MIMIMI — MIR MIMIM MINI. .... .. AND DISPOSE OF PERMIT/BID SET AREA OF WORK O D$ REMOVE EXISTING HM DOOR/FRAME& DISPOSE OF; NOTE-PRIOR TO WALL DEMOLITION SAFE CA-3 N OFF ALL ELECTRICAL. DEMOLITION PLAN SCALE 1/8" = 1'-0" (I) NOTE-SKIM PATCH BASE OF WALL AS NECESSARY FOR NEW BASE INSTALL. 1 ) c2) ( 3\ � 4 } 5 E )6 � 7 ( 81( -- ( g ;I10� (11 ; 1.; 12 (-� 8 • 3as2 . f I • MARTIN W. HANSON tf11 C 'CKAv1AS, OREGON.. . Aih '-'7: > JP — 4OFp '1 .-. 0 \ / • PROJECT #17490 / jI r II- -..___.-71 . 4 / / if\s\ I) }II CI I1 \\ // II 4Q II II \ i II 3 z ' II I I \ _ _ 1 co ;, II I I I 1'LINE VOLTAGE �Q/� '/�� � - i1 i �2-2°LOWVOLTF,GE CI) 4 CV 1'LINE VOLTAGE) �� ---:\ — — — —-11 — — — — 7� Q 0) O II \` D� co oh IA ttt G I ( t1 11-1/2"- • I' 1- - - - - - - --� LuO I j ► S LON ,.!- -4-'- 7-A-11/2" 2 2'LOW VOLTAGE I 1 I 23' 3" 8'-5° A.CV I • �� f • 7-1"LINE VOLTAGE / /--- 4111111A16, z til CD • - - I ..�.._.: I I / 2-2'LOW VOLTAGE N y�� 0~ 0 0 T o /—_ _� I ,`�•.I i 1'LINE VOLTAGE .Y � AREA OF WORK \ '4 t. _ �o _�. � ' ter ® / \ 11 ...-• \ X I _ =- _---= `2i'-5° 10' P �668> a w LL i I [.C7 1 ,D Meer IMO Mil 1 1 i� s ►n n j n n r• 11111111111 MN MIll IIIIMI Mill111 SIM IIIM SIM Mill 4 r t t 0 ♦{tt r ..e.l .�. i ao. a� `,... G , U X U t 1 11t 1 m AUAU ♦ x ♦ CONFERENCE \ a CONE. 1 1,2 1 _ 1 k •o ♦C) 1 1 �: p x = a W I. 1 O K ► ► O ► 712 '� I SHARED OFF. OFFICE q O ►C \ Q 1 x 1 _ _ PH. PH. C C •O I 167 K� 168 _ ®1► `- a NM ® MI 132 >,>' 133 1 I " 11/2" r11% x ,�I N =Z ® � J T U ��- n T � . 1 J - 1 cb T Q n ._ .. • �� rE__,), _ +� O ° �- �' 1 IF; OPEN OFFICE _ \ CIRC. O E-LP LP \ w 1 150 b 123 ALIGN Q NM .L. �I (i ) 12' S.. / \ ®N• O r CC z 3 � � ....< ♦ ♦.♦ •. ♦ � ' i. i - j t - - � - .u.uuu.u.u.uu.uuu.u. uu � _ ^.�� - - - Q 1 .• i r Ao 1 - 0 — 1 1 = ,.....a OFFICE I I I OFFICE 11 "1 (f)< m f 1 OO ii) 0 ,, 457-10 K,,,_ (3 -- f,i,_ 47> \ L.,}/ �. 152 1 DI IC 1 ® G 1�i5 ► —gJ 45 I G i 170 8�' I I \/ I o OPEN OFFICE \ xxxxxxxxx ""`"xxxxx"""xx—' 1 I ' r_ IC 1 //\\ 166 ''► 41V 411V 1 aG T8 �I II, II I► I� ♦i) W _a - OFFICE CI-C. i — G; L ► 1 I I t 1 OFFICE CC co 151 G 9I D I '-' 0e OFFICE `--' to 13 13 I imams _ -i Pi 180 1 ( 1 I I 45(66 IC b 171 13 t 41 I F- I nT 0 ♦• 9 " 911"1 45/66 I GI UJa► T ®OFFICE I 45► -I-I ri— i C II a 1311 7 7 I 149 1 5 \ 451 \ � ,. \ . 1 u ® Yi uL.ii 1 (---- x 1 I I 1- O OFFICE �, O C�`► I I =a5 _= v 10 I OFFICE ► d _ 1 —4 �xYx xx 1 — I 172 I�� �� r f PH. 1 PH. O I 1 s1 :0www> CIRC. CxxxALIGN 7O L � O $ i i 11 I I o OFFICE �} = -I tam s rlrr� rr .� �1 \ / & 13 : 174 ® a E-psc . �'I 613�� = 145 AREA OF WORK ,�_ itT — J II \� II r: — 1 ®\ rF, U) ccE ► — T( a 1I / II i OPENOOFFICE- t�. -�-.� ♦U a ♦C) AQ ° ♦C� ♦�� _ II II \ ° ,,� 2 xxxxxxxxx xxxxxxxxx� W D iii i / 1 . V!IE TN Q(\( 3 / ! it - lil — �` ID �.♦ 11 .., � � _ 179 Xtlt ..._.y CIRC. ( `� �, �, -13 } OFFICE Z U z II 1(1-1 2- SM. CONF. . -C( 1).-- _ - 176 _ 1a 1s2 O ► O O ► 13 OFFICE _ � OFFICE i .. r^� I C •� O0 •(75 U-I CC 190 _' �, OFFICE _ t �� n II O w m ti 1 1/2" �, -- 1 iv 189 = 188 187 I Z CC . ," 4 R 1 O ,I; l.�. ..� i e-PSC . M an d I 0 0 4 f 6 1 I 0 �4 a _ _ — - - _ ° - - - — \ '';� 's LJ 178 1 �+ LU E -- - Q n - -, - = 4\ C� 'J U 2 Nn��nn+ ,......uu......u,....u...u,.u.. OFFICE 1 w CO 4 i `�.� /� WOC LP LP E^PSC - - ♦ - _ u, I I w u, I I E-PSC LP 183 W CC 0 L. -- 1 U A r' �,�� `N` 13' 0" a 1 I a ► U N ♦lU 4D qt - ,r D �` . TJX 13 ad 0Q cD 0 i 13 13 W OPEN OFFICE 1 REVISION C 186 0 SW ENTRY �. ... ... �. s .... .... .. 1 OFFICE v 13 \ \ 191 — 15'-10' 184 c„ Q/ CONSTRUCTION NOTES: 2. 450 3j \ ii ___ p..�, -�� y. �✓ / \ RELOCATE EXISTING RECITE WINDOWS; .41 0 / / \ EXTEND WALL TO 6"ABOVE HIGHEST ADJACENT CEILING; 4. \ , L \ g h ,5O3 CLEAN AND TUNE-UP EXISTING METAL SOFFIT PANELS; 5. deft -� \ler \ 4 ELECTRONIC LOCK CARD READER THIS DOOR-ACCESS 40"" 'v EXEC. OFF. y y, CONTROL SYSTEM BY TENANT; 6. \ it. OFFICE r� \ qt, 3 / O TENANT FLAT SCREEN MONITOR/TV-PROVIDE BLOCKING 7. 192 r 13 T 185 '1./ O IN WALL AND RECESS MOUNT OUTLET BOX(LOW/LINE 8. � — \ 12 12 _ 5 \ E _ — — 4 / VOLTAGE); \ STEAM CLEAN AND SEAL EXISTING GROUT; DRAWN BY. 1 J T� / TC) ( } .r} 7 4'-6'x6'-0"RECITE WINDOW-MATCH EXISTING; 471WI'1 ( E) 111 III , II 8 5' 0'x6'-0"RELITE WINDOW MATCH EXISTING; linew a 4'-0*x6'-0"RELITE WINDOW-MATCH EXISTING; DATE: 1 0/09/1 5 24'-6" 10 FULL HEIGHT SOUND ATTENUATION WALL PERIMETER PERMIT/BID SET AREA OF WORK REST ROOMS; 11 EXISTING SKYLIGHT; 12 SECURE THESE DOORS IN CLOSED POSITION-REMOVE HARDWARE AND EXIT SIGN(S); 1 PARTITION & POWER PLAN 13 CONNECTRAC IN-CARPET RACEWAY SYSTEM W/POWER mums A-4 SCALE 1/8" = 1'-0" CD AND LOW VOLTAGE FEED TO BASE OF WALL FOR 4 WORF STATIONS; 14 NEW STOREFRONT GLAZING SYSTEM W/STO BULKHEAD TO 3'-0"AFF AND HEAD AT 11'-O'AFF; • . FINISH SCHEDULE c,, WALLS CLG. DOOR D 0ATA 0 R SCHEDULE FRAME DATA HARDWARE . � X3082 RM# NAME FLOOR BASE CEILING REMARKS RM# NORTH EAST SOUTH WEST HT. Fire Rating Remarks Mark MARTIN W. HANSON Mark Door Size Thk Core Veneer Finish Hand Type Frame Depth Hardware Manufacturer Finish Function ,. 112 CONF. LP 4"RF (E)GWB/P (E)GWB/P (E)GWB/P (E)GWB/P (E)SAT 9'-0" -- 112 -- • 123 CIRC: LP 4"RF (E)GWB/P (E)GWB/P PGWB PGWB (E)SAT 9'-0" -- 123 132 3'-0"x 9'-0' 1 3/4" SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 7/8" LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL1OS 2. 132 • rJ).C 'CKA.IAS, OREGON., . 132 PH. (E)LP 4"RF (E)GWB/P PGWB (E)GWB/P (E)GWB/P (E)SAT 9'-0" -- 132 149 3'-0"x 9'-0' 1 3/4" SC ORTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 4 7/8" LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL1OS 3. 149 '57:7> *, 133 PH. (E)LP 4"RF (E)GWB/P (E)GWB/P (E)GWB/P PGWB (E)SAT 9'-0" -- 133 151 3-0"x 9'-0" 1 3/4" SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 4 7/8" LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL1OS 3. 151 ,x^7 �� 135 CIRC. LP 4"RF -- (E)GWB -- (N/E)GWB/P (E)SAT 9'-0" -- 135 152 3'-0`x 9'-0' 1 3/4" SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 7/8" LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL1OS 3. 152 '4 OFi 145 CIRC. (E)LP 4"RF PGWB -- (E)GWB/P -- (E) SAT 9'-0" -- 145 166A 3-0"x 9'-0' 1 3/4" SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 7 1/4" LEVER/LOCK/CLOSER SCHLAGE #626 BRUSHED CHROME AL1OS 1.,4. 166A 149 OFFICE LP 4"RF PGWB (N/E)GWB/P PGWB PGWB (E)SAT 9'-0" -- 149 166B 3-0"x 7'-0" 1 1/2" -- ALUM/GLASS -- Left • -- 4 7/8" PUSH/PULL/CLOSER/DEADBOLT SCHLAGE BLDG.STD. BLDG.STD. 1. 166B PROJECT #17490 150 OPEN OFFICE LP 4"RF (E)GWB (N/E)GWB/P (E)GWB (E)GWB (E) SAT 9'-0" -- 150 167 3-0"x 9-0" 1 3/4" SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 7/8" LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL1OS 2. 167 151 OFFICE LP 4"RF PGWB (E)GWB/P PGWB PGWB (E)SAT 9'-0" -- 151 168 3-0"x 9'-0' 1 3/4" SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 7/8" LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL1OS 2. 168 I-- 152 OFFICE LP 4"RF PGWB (E)GWB/P PGWB PGWB (E)SAT 9'-0" -- 152 169 3-0"x 9'-0' 1 3/4° SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 4 7/8" LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL1OS 2. 169 0 166 OPEN OFFICE LP 4"RF PGWB WW PGWB PGWB (N/E)GWB/P OPEN 16-0" -- 166 170 3-0'x 9'-0" 1 3/4" SC QRTRD,AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 3/4" LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL1OS -- 170 LU 167 SHARED OFF. LP 4"RF (E)GWB/P PGWB PGWB (E)GWB/P SAT 9'-0" -- 167 171 3-0"x 9'-0' 1 3/4 SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 4 3/4" LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL1 OS -- 171 F- 168 OFFICE LP 4"RF -- -- -- -- SAT 9'-0" -- 168 172 3-0'x 9'-0" 1 3/4" SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 3/4" LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL10S -- 172 169 CONFERENCE LP 4'RF (E)GWB/P PGWB PGWB (N/E)GWB/P SAT 11'-0" -- 169 173 3-0"x 9'-0' 1 3/4" SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 7/8" LEVER LATCH SCHLAGE #626 BRUSHED CHROME AU OS -- 173 170 OFFICE LP 4"RF PGWB PGWB PGWB (E)GWB/P SAT 9'-0" -- 170 174 3-0'x 9'-0' 1 3/4" SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 7/8" LEVER LATCH SCHLAGE #626 BRUSHED CHROME AD OS -- 174 (•...J 171 OFFICE LP 4"RF PGWB PGWB PGWB (E)GWB/P SAT 9'-0 -- 171 175 3-0°x 9'-0" 1 3/4" SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 4 7/8" LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL1 OS -- 175 CC " - " " 3/4 P Left '. ;! •• ALPHA ';4 7 8" LEVER CLOSER SCHLAGE #626 BRUSHED CHROME'AL1OS -', 177" ' 172 OFFICE LP 4 RF PGWB PGWB PGWB (E)GWB/P SAT 9 0 -- 172 177 3 0 x 8 i0. 1 SC QRTRD.AFRICAN MAHOGONY PAC-AMBER_ /, LEVER/ CLOSER 178 : 3'-0 x 8-10 13/4 SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA :4 7/8.. LEVERJCLOSER SCHLAGE #626 BRUSHED CHROME AU OS 178 O 173 OFFICE LP 4 RF PGWB PGWB PGWB PGWB SAT 9 O 173 uv .< .... ,. 9 .._. .... , , ,,, „ 174 PH. LP 4"RF PGWB PGWB PGWB PGWB SAT 9'-0" -- 174 180 3'-0"x 9'-0' 1 3/4" SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 3/4" LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL I OS -- 180 Z O 175 PH. LP 4"RF PGWB (N/E)GWB/P PGWB PGWB (N/E)SAT 9'-0" -- 175 181 3-0'x 9'-0' 1 3/4" SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 4 3/4" LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL1 OS -- 181 0 176 CIRC. (E)PSC 4"RF -- (E)GWB/P -- (E)GWB/P SAT 9'-0" -- 176 182 3-0"x 9'-O' 1 3/4" SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right _ • ALPHA 4 3/4" LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL1OS -- 182 (f) >- 177 W LP 4"RF (E)GWB/P (E)GWB/P POTW (E)GWB/P POTW (E)GWB/P POTW (E)WBC/P 9'-0" -- 177 183 3'-0'x 9'-0" 1 3/4" SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 4 3/4" LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL1 OS -- 183 Z Y " 1 4A x 7'-0" 1 1 " =- ` . ALM -- Right ' • -- . ..5 'PUSH .ULL/CLOSE EADBOLT :SCHLAGE BLDG.STD. BLDG.STD. 1. 184A d 178 M LP 4 RF (E)GWB/P POTW (E)GWB/P POTW (E)GWB/P (E)GWB/P POTW (E)WBC/P 9'-0" -- 178 $: :.: 3 �. . .J2 , ,, ALUM/GLASS : ; 9 t .. ., • ... .� IP ..FUQ.... ::.... SCHLAGE• . Q � 179 OPEN OFFICE LP 4"RF (N/E)GWB/P PGWB (E)GWB/P PGWB SAT 16'-0" -- 179 185 3'-0'x 9'-0" 1 3/4 SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 7/8 LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL1OS -- 185 <N " ", 1 ' x - " 1 " HMMETALPAINT _• • HM 4 3 4 - ,LEVER OC LOSER SCHLAGE ' #626< BRUSHED CHROME' ND92PD 1,' ' 1868: 6- O 180 OFFICE LP 4 RF (E)GWB/P WW (E)GWB/P WW PGWB PGWB SAT 9-0 -- 180 868 3 4" 6'8 1 J2 : .» Left .. .. J..., � � ll. ..., .,, . � ,, „.. . Q G7 to ,<. oto 181 OFFICE LP 4"RF PGWB (E)GWB/P WW PGWB PGWB SAT 9'-0" -- 181 187 3-0"x 9'-0" 1 3/4" SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 3/4" LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL1 OS --__ 187 DCC 0 N- 182 OFFICE LP 4"RF PGWB (E)GWB/P WW PGWB PGWB SAT 9'-0" -- 182 188 3'-0"x 9'-0` 1 3/4" SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 4 3/4" LEVER LATCH SCHLAGE #626 BRUSHED CHROME AU OS 188 W O , t 183 OFFICE LP 4'RF PGWB (E)GWB/P WW (E)GWB/P WW PGWB SAT 9'-0" -- 183 189 3-0"x 9'-0" 1 3/4" SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 4 7/8" LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL1 OS -- 189z (A N N 184 SW ENTRY LP 4'RF PGWB (E)GWB/P WW PGWB -- SAT 11.-0" -- 184 190 3-0"x 9'-0" 1 3/4" SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 4 3/4" LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL1 OS -- 190 - �z (0(U 185 EXEC. OFF. LP 4"RF PGWB PGWB (E)GWB/P WW PGWB SAT 9'-0" -- 185 191 3'-0"x 9'-0" 1 3/4" SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 4 7/8" LEVER LATCH SCHLAGE #626 BRUSHED CHROME ALIOS -- 191 1-- (A J c j-6,3 186 OPEN OFFICE LP 4"RF (N/E)GWB/P PGWB (E)GWB/P WW (N/E)GWB/P SAT 11'-0" -- 186 192 3'-0'x 9'-0" 1 3/4" SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 7/8" LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL1OS -- 192 0{-' O O 187 OFFICE LP 4"RF PGWB (E)GWB/P (E)GWB/P PGWB (N/E)SAT 9'-0" -- 187 Q CI)CC LL° 188 OFFICE LP 4"RF PGWB PGWB (E)GWB/P PGWB (N/E)SAT 9'-0" -- 188 G ,-0_ 0_UX_ 189 OFFICE LP 4"RF PGWB PGWB PGWB PGWB SAT 9'-0" -- 189 REMARKS: 190 SM. CONF. LP 4"RF PGWB PGWB PGWB (E)GWB/P SAT 9-0" -- 190 ''-'1 EXISTING DOOR TO REMAIN AS-IS. TUNE-UP OPERATION AND TOUCH UP FINISH TO 191 OFFICE LP 4'RF PGWB PGWB PGWB (E)GWB/P SAT 9'-0" -- 191 i- ,..Y..-K," "AS-NEW"CONDITION. PROVIDE HARDWARE CHANGES AS NOTED IN REMARKS. 192 OFFICE LP 4"RF PGWB PGWB (E)GWB/P WW (E)GWB/P SAT 9'-0 -- 192 1.. PROVIDE ELECTRIC LOCK THIS DOOR. ACCESS CONTROL BY TENANT. 2. DOORFRAME WITH INTEGRAL SIDELITE. FINISH MATERIALS (GRAY) ABBREVIATIONS 3. RELOCATED DOORFRAME. ALL FINISHES MUST BE SUBMITTED TO PACTRUST PRIOR TO INSTALLATION. PAINT: E(E) EXISTING 4. SLOT RELITE THIS DOOR(FROM SALVAGE DOOR STOCK). W PT-1 MILLER 4480 PREMIUM SATIN 0195 MOSSY SHADE,SATIN LATEX. ETR EXTEND TO ROOF,EXISTING TO REMAIN CARPET LOOP PILE: PT-2 MILLER 4480 PREMIUM SATIN 0198 YOUNG COLT,SATIN LATEX (ACCENT COLOR) HM HOLLOW METAL Q LP PATCRAFT 10148-HEADLINES II, 48501 TITANIC FOUND,DIRECT GLUE LP LOOP PILE CARPET O DOORS,HARDWARE AND FRAMES N(N) NEW WALK-OFF CARPET DOORS (USE FOR PAC AMBER DOOR PACKAGE ONLY) PGWB PAINTED GYPSUM WALL BOARD m Ixn WOC MATSINC PROTECT-IN,CHARCOAL FINISH QUARTER SLICE,AFRICAN MAHOGANY,COLOR PAC AMBER PL-# PLASTIC LAMINATE r L.� MFGR PACIFIC ARCHITECTURAL WOOD PRODUCTS,INC. POT PORCELAIN TILE 0 .0 VINYL COMPOSITION TILE ADDRESS 714 NE 55TH AVENUE, PORTLAND,OR 97213 POTW PORCELAIN TILE WAINSCOT _ VCT ARMSTRONG STANDARD EXCELON 51803 PEARL WHITE,12"x 12"x1/8" CONTACT DICK MARSH PHONE:(503)284-0024 FAX (503)284-0107 PT-# PAINT >"". /i/ce� RC RUBBER BASE COVED UJ Y! STATIC DISSIPATIVE TILE RF RUBBER BASE FLAT SDT FORBO COLOREX SD TILE,SD 150213"SAHARA"24"x 24"x 0.080" HARDWARE 626 BRUSHED CHROME SAT SUSPENDED ACOUSTICAL TILE DCE Z FRAMES ALPHA,CLEAR ANODIZED ALUMINUM SC SEALED CONCRETE ` CONTRACTOR TO PROVIDE BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS. VCTV T VINYLSHEEVINYL 5 1 SHEET VINYL VINYL COMPOSITION TILE SV MANNINGTON COMMERCIAL FINE FIELDS,10328 STONE GRAY,WELDED SEAMS WBC WALL BOARD CEILING { m Q WOC WALK OFF CARPET i4 BASE WW WINDOW WALL RF FLEXCO 4"FLAT RUBBER BASE,038 OUTER BANKS AT ALL CARPET AREAS. < I RC FLEXCO 4"COVE RUBBER BASE,038 OUTER BANKS AT ALL HARD SURFACES. Lu 4 20 GA 3 5/8"METAL STUD BRACING TO ROOF CC �\\\ STRUCTURE AT 10-0"OC WHERE REQUIRED FLOOR AND/OR ROOF STRUCTURE ARMS3-112"BATT INSULATION FOR THIS1RPROJECT.)NG BERC2 CLIP(AS ALTERNATE MEANS OF CONSTRUCTION ° EXTEND 24"FROM WALL 20 GA 3 518"METAL STUD BRACING TO ROOF F- .... ADDI11ONAL HANGERS AT ALL MAINS WITHIN 8`OF THE PERIMETER STRUCTURE AT 10-0'OC WHERE REQUIREDAPPROVED VERTICAL STRUT AT 12-0"0 C.Ek WAY BEGINING WITHIN 6 0 OF THE PERIMETER OF EACH GELLING SECTION.SEE STRUT DETAIL EXSITING ROOF STRUTURE STRUTS AT RXTED EDGES NOT ATTACHED TO THE BUILDING TO 44%. ` R-11 BATT INSULATION 4`CENTERED OVER WALL 4 . b 00- ROOF DECK EXISTING WINDOW WALL MULLION HAVE 4 WAY LATERAL BRACING FROM THE MAIN RUNNER TO THE l�i1flrt�!!afilfil�l�l�ltl�.� EXISTING R-19 INSULATION A SUSPENDED CEILING OR BEAM ACTUAL SHAPE AND SIZE MAY VARY T BUILDING STRUCTURE ABOVE. EXISTING SUSPENDED CEILING R` jt Hai `- � FROM EXTRUSION SHOWN Pte' RACO STYLE RECESSED REVEAL ,��������t�f�t��♦i�itj♦�����r44t��f 4 ,� o P. RACO STYLE RECESSED OFEXISTING GLAZING Q �-� HEADER.CONCEPT WALLS �'s' REVEAL HEADER. O #1-487RDT 0- rrrr !-!, •1 , 3-1/2'BATT INSULATION CONCEPT WALLS SUSPENDED CW ASSEMBLY (� i / f1.. R-19 BATT INSULATION IN 6"METAL STUD FURRING =,:`:, EXTEND 24'FROM WALL t•O :-------; Alli0* - #!487RDT �; - F- } 0cc � 31tr BATT INSUL rs \ ,: CC SUSPENDED CEILINGCC 111 � a EXISTING CONC.WALL -I�'-�� 3/16"x 1"BLACK FOAM INSULATION TAPE {✓! Cr Iy J 3-518`MTI.STUDS @ 24"fl.C. umaviriereawArr W Lt_ ii.s 515'GYP.BRD.BOTH SIDES �� . 3-5/8"MTL.STUDS @ 24'O.C. f_ CENTER LINE OF STUD •: r 5/8"GYP.BRD.BOTH SIDES Z b,,, . NA ��� 8" CROSS MEMBERS BETWEEN MAIN o CENTER UNE OF STUD Z W L U MAX RUNNERS !� 20 GA 3 5/8'METAL STUD BRACING ,,, RACO STYLE RECESSED REVEAL TRACK,CONCEPT 0 Z �� TO ROOF STRUCTURE AT 10 0" ` WALLS#1-487RDT CENTER ON WINDOW MULLION 5 MAX MAIN RUNNERS AT 4'-0"O.C. 07 0 d- ��° AND SECURED BY GYP BOARD.NO SCREWS IN SUPPORT WITH#12 WIRE AT 4-0"0.C: 0c 0 (\f � Mill OC WJ(2)#8 SHEET METAL OR WITH#10 WIRE AT 5'0"O.G. (V �� o SCREWS AT EACH END.BRACING WINDOW WALL SYSTEM ALLOWED W COUNTERSLOPE HANGERS IF MORE Z C 1111 3112 BAIT INSUL.IN SOUND ATTENUATION WALLS �� 3112 BATT INSUL TO BE PROVIDED WHERE DISTANCE THAN 1:$OUT OF PLUMB CD - LU �-s - ..,�� BETWEEN PERPENDICULAR INTERSECTING 0- �. !;, 4"RUBBER BASE TYP. �": 4°RUBBER BASE-TYP: SECURE AL HANGERS TO BLDG. m Q O Pt* WALLS OR HORIZONTAL BRACING u u. EXISTING WINDOW SILL STRUCTURE OR A TRAPEZE FOR _ S ATTACH BOTTOM TRACK TO FLOOR WITH POWDER �� ATTACH BOTTOM TRACK TO FLOOR WITH 11 ,1 DRIVEN ANCHORS AT 12 O.C. FLASHING POWDER DRIVEN ANCHORS AT 2a"O.C. BETWEEN WALLS EXCEEDS 12'-0'OC -: WALL STUD FLUSH WITH WINDOW SILL DUCT AND/OR PIPE WORK (- �; FINISH FLOOR �' ' CARPET AND PAD NOTE CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS'HEAVY DUTY'.ALL CONNECTION 0 W Z t;, III° SMOOTH FIN.GYP BD.OVER METAL STUDSQ .i Wit .- �git. FINISH FLOOR-TOP OF SLAB DEVICES TO BE IBC APPROVED TYPE AND HAVE 100#CAPACITY LI. CI: (-:- WALL SECTION W/ SOUND INSUL. 5 WALL SECTION W/ INS" THRU CELL. 7 WALL BRACING DETAIL 7 WINDOW CLOSURE AT MULLION 11 CEILING BRACING DETAIL a 0 1.-- o I--4-7a-1. 1....41gr_t • LLI a \A 1-5.l SCALE 1" = 1'-a" A-5 SCALE 1" = 1'-0" A-5 SCALE 3" = 1'-0" A-5 SCALE 3" = 1`-0" A-5 NOT TO SCALE (11 o REVISION RACO HEAD I 8"MAX. 8"MAX. / / -.. \ I ' 2. .� \ BLDG.STRUCTURE 1 • c �/ � / 3. CII .0 CAULKING IN 1/2`SPACE �? / ' ' .0 DEFLECTION CHANNEL I a i 6" 6" i O i / 4. EXISTING WINDOW WALL / I i0 , � 2 p" c> ° LITE KIT WHERE SPECIFIED £ \ e TYPICAL STUD � m 5. i'� = 3-1/2'BATT INSUL (N/E)SUSPENDED CEILING AS OCCURS 8 / ® ° ��` ° CENTER LINE OF STUD EXISTING GLAZING '''",-..,1,,,T: ' ie \ 0°' ° 6. 3 5/8"MTL.STUDS @ 24"Q.C. / `Q . 7. / FLASHING M m i \�I _I / ARMSTRONG BERC2 CUP \ °p ARMSTRONG BERC2 CUP ONE LAYER 518°GYPSUM WALLBOARD AT RIGHT �t TYPICAL TRACK ANGLES OR PARALLEL TO EACH SIDE OF METAL 1► c, - - - O - �� ATTACHED TO GRID . UNATTACHED TO GRID , q o I 1/2"SILICON BUTT GLAZE \ / STUDS 24"O.C.WITH!`TYPE S DRYWALL SCREWS �V;t �- 1 INSTALL STUDS WITH SAME•••••00.11110111°1100°.° ATTACHED WALL UNATTACHED WALL 5 �� g 8 as ADDITIONAL SWITCH0 PLATE GLASS 66 A W a GANG LOCATION DIMENSION(10"MIN.)FOR B,MAx HANGER WIRE W/STRUT DRAWN BY: ir►'t 1 \ - - -•- BRIDGING ALIGNMENT ALUMINUM GLAZING CHANNEL FASTENED TO HANGER el•l • z \ .r AND SPLAY WIRESPER mWrl " f 111 111 . I RACO WITH SCREWS.PAINT TO MATCH METAL CEILING BRACING DETAIL `, z U 1 W , .5 « - - POP-RIVET Iht \ u -Q- - - -�- = CROSSTEE i L� FLASHING \ ¢ z � / � MAIN BEAM CROSS TEE DATE. 1 U/U�/� 5 . 1.►it �-r RACO STYLE RECESSED REVEAL TRACK,CONCEPT �` PERMIT/BID SET ' ,ht \ POWDER DRIVEN WALLS#1 487RDT ° e°e e e°e e o ° e° e e .: o 0 0 o o 0 °o 0 0° • ELECTRICAL c� e o o OUTLET x `��' _ ANCHORS AT 12"O.C.: `t!_ _ � �{� `U �:, 3-1/2'BATT INSUL. l \ OR LET v w FREE END FIXTED END Y.� v (FULL 24 TILE SECTION) - 4'RUBBER BASE-TYP. ` _ (1)#1016 SCREW u EXISTING WINDOW SILL ]ta'ANGLE MOLDING 2. 2'ANGLE MOLDING ATTACH BOTTOM TRACK TO FLOOR WITH EXISTING GRADE CONDITION 1 \ § _ o UNATTACHED THIS SIDE 10 PER STUD FLANGE WALL STUD FLUSH WITH WINDOW SILL POP-RIVET POWDER DRIVEN ANCHORS AT 12"O.C. UNDERCUT DOOR AS CARPET AND PAD b I REQUIRED TO CLEAR " C° a - SMOOTH FIN.GYP BD.OVER METAL STUDS EXPANSION JOINT �r / FLOOR FINISH NOTE:CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS'HEAVY DUTY".ALL CONNECTION DEVICES TO IMMO /8 J FINISH FLOOR-TOP OF SLAB BE IBC APPROVED TYPE AND HAVE!LOA CAPACITY OPEN OFFICE .1 4 718' .I OFFICE/CONF.ROOM , • 2 OFFICE-OPEN OFFICE WALL SECTION 4 EXTERIOR WALL SECTION 6 MOUNTING HEIGHTS 6 WALL BASE DETAIL 8 WINDOW CLOSURE AT WINDOW 12 CEILING SEISMIC JOINTS A-5 SCALE 1" = 1'-0" A-5 SCALE 1/2" = 1'-0" A-555 SCALE 1/2" = 1'-0" A-5 SCALE 3" = 1'-0" A-5 SCALE 3" = 1'-0" A-5 SCALE 3" = 1'-0" ,------\ ,T--, ,__, c_01) IOC) 1 ) 21 3 4 5 ; 6 1 7 ) ( 8 ) ( 9 ;j 10 i '11 i 12 �;�13 , rte, #3os� _l- _T I i ' 1 MARTIN W. HANSOM { l .CKA AAS, OREGON, .45' . 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I ■ ■ / 0 VINYL SCRIM OVER ROOF INSULATION/JOISTS; 0 DRYWALL SOFFIT AT 10'-10"EDGE CEILING TRANSITION BETWEEN DATE: 10/09/15 SUSPENDED CEILING AND OPEN CEILING; PERMIT/BID SET AREA OF WORK O C5 NEW MINI-GENI LED EGRESS LGIHT; 1 REFLECTED CEILING PLAN 13 .A 7 A-7 SCALE 1 8" . 1'-0"