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Plans (3) BUP2013 - 00286 RECEIVED NOV 212013 CITY OF TIGARD R GENERAL NOTES: F F GENERAL REQUIREMENTS GENERAL NOTES A TENANT IMPROVEMENT 1 OR J Z� m � A. DRAWINGS. THE DRAWINGS ARE INTENDED TO DESCRIBE THE I. VERIFY IN THE FIELD PRIOR TO DEMOLITION OF EXISTING WALLS CD z O OVERALL SCOPE OF WORK.CONTRACTORS SHALL FIELD VERIFY IF ANY STRUCTURAL COLUMNS EXIST. IF 50 CONTACT W z w" THE EXI5TING CONDITIONS AND ALERT THE ARCHITECT TO ANY ARCHITECT IMMEDIATELY. p '�U o UNFORESEEN CONSTRUCTION DIFFICULTIES BEFORE BEGINNING 2. CONTRACTOR TO MAINTAIN PROPER LIGHTING, SANITATION AND p Q 0 THEIR WORK. VENTILATION AT ALL TIMES. 3. ALL WORK MUST BE APPROVED BY THE JURISDICTION HAVING OW °'� _ _ O _ B. PRE=CONSTRUCT#ON-MEETING.-PRIOR TO ANY CONSTRUCTION AUTHORITY. �! OR DEVELOPMENT ACTIVITY,THE CONTRACTORS SHALL 4. IT 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO O SCHEDULE, WITH OWNERS APPROVAL, A PRE-CONSTRUCTION MAINTAIN A WATER AND WEATHER TIGHT BUILDING. Q U MEETING WITH THE LOCAL BUILDING DEPT...OR LOCAL PUBLIC 5. ALL WORK TO BE PERFORMED TO CODE BY A LICENSED p m WORKS DEFT"... VERIFY WHICH AGENCY WOULD BE INVOLVED, CONTRACTOR PERFORMING THE WORK IN THEIR RESPECTIVE 5HELL THE CONTRACTOR SHALL PROVIDE LOCAL INSPECTOR WITH 24 TRADE ONLY. HOUR NOTICE PRIOR TO INSPECTION, G. ALL DESIGN, DRAWINGS AND DETAILS REPRESENT COMPLETE WORK IN PLACE. ARCHITECT SHALL HAVE NO CONTROL OR C. REPETITIVE. TYPICAL WALL SECTIONS,FINISHES,AND DETAILS CHANGE OF AND SHALL NOT BE RESPONSIBLE FORT5TRFET ARE NOT INDICATED EVERYWHERE THEY OCCUR ON PLANS, CONSTRUCTION 7301 5 W DAR T \���,,,///ELEVATIONS AND SECTIONS. REFER TO DETAILED DRAWINGS. 7. INTERIOR PARTITION DIMENSIONS NOTED ON PLANS MAY BE CONTRACTOR TO PROVIDE A5 IF DRAWN IN FULL. SHOWN A NOMINAL DIMENSION,SUCH AS 5"INTERIOR WALL REFERS RI 5G GYP. BD, EACH SIDE OVER TIO STUDS. STUD TIGARD , D. CODES/PERMIT5/REGULATIONS. ALL EXTERIOR SIGNAGE MUST SPACING I5 24"O.C. UNLE55 OTHERWISE STATED.BE SUBMITTED AND REVIEWED UNDER SEPARATE PERMIT 8. ALL DEBRIS GENERATED FROM CONSTRUCTION MUST BE KEPT OR 97223 APPLICATION. ON 517E IN EITHER AN ENCLOSED AREA OR HAULED AWAY DAILY, AND DISPOSED OF LEGALLY OFF SITE, CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS 9. KEEP ALL PIPING AND CONDUIT AS CL05E TO WALLS AND ROOF NECESSARY OTHER THAN THE BUILDING PERMIT. CONTRACTOR DECK AS P0551BLE AND ALL DUCTWORK AS CL05E TO ROOF AS SHALL AL50 PAY FOR ALL OTHER CHARGES, FEES OR COSTS POSSIBLE.WHERE EXPOSED ALL PIPING CONDUIT AND CHARGED BY THE BUILDING AND CONSTRUCTION DEPARTMENTS, DUCTWORK SHALL BE PAINTED UNLE55 OTHERWISE NOTED. ALL REFERENCE SYMBOLS PROJECT DATA -' UTILITY AGENCIES OR PRIVATE COMPANIES WHICH REQUIRE PIPING AND CONDUIT SHALL BE ORGANIZED IN A NEAT MANNER W m SUCH COSTS FOR PRIOR TO INSTALLATIONS. RUNNING PARALLEL OR PERPENDICULAR TO ROOF FRAMING _ t=- MEMBERS. DOOR TAG © BUILDING ELEVATION < O NOTHING IN THE DRAWINGS SHALL BE CONSTRUCTED TO PERMIT 10. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO CONSTRUCTION X AN INSTALLATION IN VIOLATION OF APPUCA15LE CODE AND/OR AND COORDINATE WITH ARCHITECT ANY CONFLICT WITH THE REFERENCE A }- O RESTRICTIONS. SHOULD ANY CHANGE IN THE DRAWINGS BE PLANS. og Q NECESSARY IN ORDER TO COMPLY WITH APPLICABLE CODES AND 1 1. PERFORM THE REMOVAL, CUTTING AND DRILLING WITH THE CARE PRJECT NAME: VANILLA SHELL -J < /OR REQUIREMENTS,THE CONTRACTOR SHALL NOTIFY THE USE OF THE SMALLEST TOOLS 50 AS NOT TO DAMAGE THE Z ~ N ARCHITECT AT ONCE AND CEASE WORK. ALL PARTS REFORMED STRUCTURAL INTEGRITY OF THE BUILDING. ROOM TAG ® WALL SECTION PROJECT ADDRE55: 7301 5W DARTMOUTH 5TREET `� - UNDER THIS CONTRACT SHALL BE IN FULL ACCORDANCE WITH 12. TO SAW CUT ALL PLUMBING/ELECTRICAL TRENCHES USE SAWS REFERENCE -�- TIGARD, OR 97223 THE LATEST RULES, REGULATIONS,RESTRICTIONS, AND CORE DRILLS. DO NOT USE JACKHAMMERS UNDER ANY REQUIREMENTS AND CODES. CIRCUMSTANCE. 13. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND AMENDED BY GOVERNING CITY ALL JURISDICTION RULES AND NOTIFY THE OWNER AND ARCHITECT PRIOR TO START OF THE EFERENCENCS O LOCAL JURISDICTION: CIN OF TIGARD DETAIL REFERENCE R REGULATIONS. WORK IF DISCREPANCY OCCURS BETWEEN DRAWINGS AND ACTUAL CONDITIONS. REFERENCE BUILDING DEPARTMENT E. DIMENSIONS ARE SHOWN FACE OF MASONRY OR CENTERLINE 14ALL MATERIALS, PRODUCTS,AND SYSTEMS SHALL BE INSTALLED 13 125 SW HALL BLVD , OF OPENING, UNLE55 DETAILED OTHERWISE ON THE DRAWINGS. AS PER MANUFACTURER'S SPECIFICATIONS AND ARCHITECTS Q TIGARD, OR 97223 DO NOT SCALE DRAWING5. THE CONTRACTOR SHALL USE SUPPLEMENTAL INSTRUCTIONS. E NEW U ALL 5 OTHERWISE VE ABB REV I AT I O N (503) 718-2439 MATERIALS. MATERIALS SHALL BE NEW UNLESS OTHERWISE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD DIRECTED BY THE OWNER,ALL MATERIALS SHALL BE STORED IN MEASUREMENTS. NOTIFY ARCHITECT IF ANY DISCREPANCIES ARE A MANNER WHICH WILL PREVENT DAMAGE,THEFT AND PREVENT FOUND. CONTACT WITH MOISTURE, VERIFY STORAGE LOCATION WITH AB ANCHOR HOLT GALV GALVANIZED PLYWD PLYWOOD OWNER. ABP ALTERNATE BRACED PANEL GIL GLASS / GLAZING POLY POLYETHYLENE CODE5 UTILIZED: 2010 OREGON STRUCTURAL 5PECIALTY CODE THE CONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMEN51ON5 15, OWNER SHALL BE RESPONSIBLE FOR REMOVING FURNISHINGS AFF ABOVE FINISH FLOOR GLIB GLU-LAMINATED BEAM PR PAR 2010 OREGON MECHANICAL CODE FOR THE EQUIPMENT FURNISHED AND INSTALLED BY AND FIXTURES PRIOR TO START OF WORK. CONTRACTOR SHALL HIM5ELF/HfR5ELF OR OTHERS. BE RESPONSIBLE FOR PROTECTING EXISTING PERMANENT ITEMS ALUM ALUMINUM GYP BD i, GYPSUM HOARD PSL PARALLAM BEAM 2010 OREGON PLUMBING CODE SUCH A5 BUILT-INS,TRIM, APPLIANCES, FIXTURES,WALL Atm ANODIZED HB HOSE 8188 PT PRESSURE TREATED 2010 OREGON ELECTRICAL CODE THE CONTRACTOR SHALL CONSULT THE PLANS OF ALL TRADES SURFACES, RAILINGS, ETC... BALC BALCONY HC HOLLOW CORE (DOOR) RAD RADIUS FOR OPENINGS THROUGH SLABS,WALLS CEILINGS AND ROOFS. 16. ALL CONTRACTORS/SUBCONTRACTORS SHALL MAINTAIN CLEAN BLKG BLOCKING (2x MATERIAL) HD SIMPSON HOLDOWN REF REFRIGERATOR RETAIL AND SAFE WORKING CONDITIONS POR ALL PERSONNEL AND PROPOSED USE: �j ` F. SHOP DRAWING REVIEW. PROVIDE SHOP DRAWINGS FOR THE OWNER DURING ALL PHASES OF CONSTRUCTION. REMOVE BP BRACED PANEL HDG HOT DIPPED GALVANIZED REOD REQUIRED iu ARCHITECT/OWNERS AND AS REQUIRED BY THE CITY PRIOR TO DEBRIS FROM BUILDING AND SITE AS IT ACCUMULATES. CB CATCH BASIN HDR HEADER RM ROOM CONSTRUCTION. PROVIDE PLASTIC SHEETING DUST BARRIERS BETWEEN ALL CELL CEILING HDWD HARDWOOD RO ROUGH OPENING CON5TRUCTION TYPE: I 1 1 -5 (SPRINKLED) Lu WORK AREAS AND EXISTING LIVABLE SPACE. CJ CONTROL JOINT HGR HANGER (METAL) SC SOLID CORE (DOOR) G. CONTRACTOR TO FRAME OPENINGS IN WALLS,CEILINGS AND 17, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 5HORING AND FLOORS FOR HVAC AND OTHER MECHANICAL OR ELECTRICALCOL COLUMN HT HEIGHT SHTHG SHEATHING WORK WHERE REQUIRED AND NOT OTHERWISE SHOWN ON THE BRACING TO ENSUE SAFE CONDITIONS FOR STRUCTURAL COMP COMPOSITION HVAC HEATING, VENTING, A/C SHTRK SHEET ROCK SYSTEMS DURING ALL PHASES OF CONSTRUCTION. OCCUPANCY GROUP: M / 5-2 PLANS. 18. CONTRACTOR SHALL FURNISH TEMPORARY SANITARY FACILITIES CONN CONNECTOR 110. INSIDE DIAMETER SHWR SHOWER AS ALLOWED BY LOCAL CODE AND COVENANTS. OWNER SHALL CONST CONSTRUCTION INSUL INSULATION SPEC SPECIFICATIONS H. COMPLY WITH APPLICABLE REGULATIONS FOR BARRIER-FREE FURNISH WATER AND ELECTRICAL POWER UNLE55 NOTED CONT CONTINUOUS INT INTERIOR STL STEEL (ASTM 36) RETAIL AREA: 2,260.0 5Q.FT. / 30 = 75.3 Lu FACILITIES(2010 OREGON SPECIALTY 5TRUCTURAL CODE)AND OTHERWISE IN CONTRACTOR/OWNER AGREEMENT. AN51-A1 t 7.1 LATEST EDITION. 19. IF WEATHER CONDITIONS CAUSE DELAYS OR WORK STOPPAGE, tX)NC CAST IN PLACE CONCRETE JT JOINT STRUC STRUCTURAL WAREHOUSE AREA: 5, 128.0 SQ•FT. l 500 = 10.2 --� DOORS!WINDOWS CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY. DURING DIM DIMENSION KD KILN DRIED T & G TONGUE & GROOVE INCLEMENT WEATHER,CONTRACTOR 15 RESPONSIBLE FOR DS DOWNSPOUT LAM LAMINATED GLASS 78 TOWEL BAR TOTAL OCCUPANT LOAD: 85.5 MAKING ARRANGEMENTS TO PROTECT AND SECURE EXPOSED DW DISHWASHER LAV LAVATORY TEMP TEMPERED A. GLAZING. PROVIDE GLAZING PER 2010 055C: INSULATED UNITS WALL AND ROOF CONSTRUCTION MATERIALS TO PREVENT SHALL BE CLA55 40 GLAZING WITH LOW E ARGON GAS. DAMAGE. ELEC ELECTRICAL LT LIGHT FIXTURE TIN TRUSS JOIST (I-JOIST) 20. BIDS AND NEGOTIATED PRICES SHALL INCLUDE ALL MATERIAL5, ELEV ELEVATION LVL LAM VENEER LUMBER T. 0. TOP OF GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT SUCH AS LABOR, EQUIPMENT,AND OTHER COMPONENTS NECESSARY FOR ENG ENGINEER MB MOISTURE BARRIER TYP TYPICAL PANES IN DOORS,GLAZING WITHIN 24"ARC OF A DOOR COMPLETION OF THE DESCRIBED PROJECT. MATERIALS EPS EXTRUDED POLYSTYRENE MECH MECHANICAL UNDRLYMT UNDERLAYMENT OPENING,GLAZING WITHIN 18"OF THE FLOOR(AND 15 OVER 9 CONSIDERED TO BE STANDARD AND CUSTOMARY FOR TH15 TYPE EXIST EXISTING MO MASONRY OPENING VAC VACUUM (2) EXIT REQUIRED - FUTURE BY TENANT 5Q... FT. PER PANEL)SHALL BE TEMPERED GLA55 OR LAMINATED OF BUILDING/CONSTRUCTION MUST BE INCLUDED. FBS FIBERGLASS MTL METAL VB VAPOR BARRIER (2) RESTROOMS REQUIRED - FUTURE BY TENANT SAFETY GLASS PER CODE. 21. CONTRACTORS,OWNER,AND OTHER PARTIES SHALL NOT MAKE GLAZING U-VALUE(ANNA TESTED)U-40 MAXIMUM. CHANGES TO THE DRAWINGS. REQUESTS FOR CHANGES SHALL FD FLOOR DRAIN NOM NOMINAL VGDF VERT GRAIN DOUG. FIR BE MADE IN WRITING AND BE SUBMITTED TO THE OWNER AND FDN FOUNDATION NWCB N.W. WALL do CEILING BUREAU W/ WITH NO 5TRUCTURAL WORK 15 TO BE PERFORMED UNDER TH15 PERMIT. FIRE PROTECTION ARCHITECT FOR REVIEW. FO FACE OF O/C ON CENTER WC WATER CLOSET NO 51TE WORK 15 TO BE DONE UNDER TH15 PERMIT. 22. AT JOB COMPLETION. CONTRACTOR,OWNER*ARCHITECT SHALL FP FIRE PROOFING OH OVERHANG WD WOOD MEET AT THE 51TE FOR A FINAL WALK-THROUGH TO VERIFY THAT A. EXTEND THE EXISTING AUTOMATIC FIE SPRINKLER SYSTEM AS ALL WORK IS COMPLETE PER PLANS,SPECIFICATIONS AND CODE. FIR FIRE RESISTANT OPNG OPENING NIH WATER HEATER REQUIRED. GET SYSTEM DE51GN APPROVED BY GOVERNING FRMG FRAMING PA POST ABOVE WP WATER PROOF CITY'5 BUILDING DEPARTMENT AND FIRE DEPARTMENT PRIOR TO CEILING HEIGHT CONDITIONS INSTALLATION. FT FOOT PL PLATE WR WATER RESISTANT FTG FOOTING P LAM PLASTIC LAMINATE EXTERIOR 5IGN UNDER A SEPARATE PERMIT B. PROVIDE FIRE EXT(NGUI5HER5 A5 REQUIRED BY 2010 055C OWNER MUST FIELD VERIFY ALL CEILING HEIGHT DIMENSIONS. ANY FURNACE (FORCED AIR VARIANCES BETWEEN THESE APPROVED DIMENSIONS AND ACTUAL FURN ) AND LOCATE PER FIRE MAR5HAL.L'5 DIRECTIONS. ONE FIRE 51TE CONDITIONS AND EXISTING CONDITIONS SHALL BE THE SOLE EXTINGUISHER PER 3,000 5Q... FT. OF BLDG... AREA WITH 75' RESPONSIBILITY OF THE OWNER/TENANT. ALL COSTS ASSOCIATED MAX...TRAVEL DISTANCE BETWEEN EXTINGUISHERS. LOCATION WITH REVISIONS AND CHANGE ORDERS SHALL BE THE SOLE O NTACT I N FO RM AT1"0 N INDEX O F >1 ETA TO BE VERIFIED BY THE LOCAL FIRE MARSHALL. RESPONSIBILITY OF THE OWNER/TENANT. C. MAINTAIN STRUCTURAL AND FIRE E515TIVF INTEGRITY AT VERIFICATION OF 51TE CONDITIONS FUTURE TENANT INFORMATION LANDLORD INFORMATION EXTERIOR AND RATED INTERIOR WALL PENETRATIONS FOR LUMBER LIQUIDATORS AMERICAN INDUSTRIES A I TITLE SHEET ELECTRICAL, MECHANICAL, PLUMBING AND COMMUNICATIONS OWNER/TENANT 15 SQUIRED TO PERFORM A SITE SURVEY OF THE 3000 JOHN DEERE ROAD TODD BECKER CITY OF TIGARD CONDUITS, PIPED AND SIMILAR 5Y5TEM5 PER 2010 055C. ENTIRE PEMI5E5 PRIOR TO COMPLETION OF THE TENANT'S TOANO,VA 23168 1750 NW NATO PARKWAY,STE 106 A2 A5-5UILT PLAN ° A3 PROPOSED PLAN Approved..� _11.......... CONSTRUCTION DOCUMENTS. ANY VARIANCES BETWEEN THESE PORTLAND, OR 97209 s THERMAL MOISTURE PROTECTION APPROVED PLANS AND ACTUAL 51TE CONDITIONS SHALL BE THE (503)222-0060 Conditionally Approved..............[ ] A. OPENINGS. ALL OPENINGS TO BE CAULKED,SEALED OR SOLE RESPONSIBILITY OF THE OWNER/TENANT. ALL COSTS See Letter t0:Follow.................. WEATHER-STRIPPED. ASSOCIATED WITH REV15ION5 AND CHANGE ORDERS SHALL BE THE AttdChed.,...„,........ SOLE RESPONSIBILITY OF THE OWNER/TENANT. Z B. CAULKING AND SEALANT. USE PRIMER AS REQUIRED BYPermit :MANUFACTURER. BACKING ROD OR TAPE A5 RECOMMENDED BY Ad I 1{ 11 MANUFACTURER. USE POLYURETHANE SEALANT AT CONCRETE B Date: ( /8 — I -O FLOOR AND SIDEWALK JOINTS. ALL OTHER LOCATIONS USE BUILDING DEPARTMENT GENERAL CONTRACTOR Y. POLYSULFIDE OR SILICONE. CITY OF TIGARD CP5 CONSTRUCTION,INC. Approved cans 13125 SW HALL BLVD 9825 5W DAY ROAD �� C. VAPOR BARRiER5. CONTINUOUS APPROVED VAPOR BARRIERS TIGARD, OR 97223 SHERWOOD,'rOR 97140 shall be on job site. SHALL BE INSTALLED ON THE HEATED SIDE OF THE THERMAL (503)718-2439 PON KIEF,PRESIDENT INSULATION INSTALLED. (503)320-(}918 OFFICE D. INSULATION. PROVIDE INSULATION PER 2010 055C, COPY COMPONENT PERFORMANCE APPROACH. osr�C 2 / / m_ h 5 g oPiz z <� ma Og �® II p� I y I I I I DEMO RAMP RAILING DEMO 5TEP5 RAILING DEMO CHAIN LINK FENCE � 4 tf 0 uJT Q/ oL O d p 0 � 4 HVAC � \1V1- I I 0 I I I I DEMO 5TEP5 RAILING t MODIFY RAILING 1 0 w N U' O X ��DEMO ALL CHAIN LINK FENCE (E)SANITARY LINE 0 �O X 10 GATE SLIDER `(E) CLEAN OUT K Q HVAC GTE n/ I 1L 0 0 I 77A i�77A i I I W E I I I Ld ( I KVA TRANSFORMER ® 16 0 e (3) 200 AMP ELEC. PANEL5 TELCO BD. FIRE ALARM PANEL FIRE R15ER FIRE R15ER-� Y". A2 i EXTEND SANITARY r T B UP AND CAP (/f,� /'�RK �J' 13'-f 0 -- 18'-6 "CENTER OF WALL FOR FUTURE TENANT j j v ONE 04 • WE CONCRETE 5tAB EXTEND WATER LINE TO TH15 NEW LOCATION ¢ q® C/o -P NFORTEUANT -- '1�R;L�E SonFT�WITA�'RE�fdTE — —'� > BELOW SIDEWALK` 2° IN-FILL WITH CONCRETE TO _ _....._ CIVIL!5IFLIT-FACE ...MATCH% _ADJOININIa-FLOOR • . - _ _ _._ BLOCK CURB 5LAB - 5 J"FILL(1,1 12 5F) y a N CONSTRUCTION NOTE5: c TO IN-FILL THE CONCRETE 5LAB IONILL REQUIRE CONTRACTOR TO UNDERCUT THE FRAME AND c�S ` SHEETROGK ALONG THE SOUTH AND WEST WALL5 BY h • O _ APPROXIMATELY Z-O UNTIL THE OVER-LAY 5LA5 15 l-4 y . DONE.THEN CONTRACTOR WILL BE REOUIRED TO � '4} EXTEND THE FRAME AND 5HEETROGK TO THE NEW 5LAB SANITARY 1N g IN 51DEWALK a6 LEVEL. tia '• '• :T / � Q ju ul 47'-3� / N 0 ljl 1— cv 4 � Q N Q � lj GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 7- < o 4 O O ~ Lu G' , 20 GA, 16"P.C. WITH J"GYP B0fH SIDES °►cv INSULATED FLOOR TO STRUCTURE WITH FEED THE ELECT CAL PANEL C� WTH THE LIGHTING OUTLETS AND HVAC 6 40'-32" TO THIS LOCATION I OI -02 _-- -� ` 01 d Y4O�IK ZONE 0 r_ lu l Ez �1 N 4 Cl Z = wl{Y ~ <IJIs � p v ju w pew iuj 10 -Az J Vis Lu lu SLOTTED � t z DEFLECTION < 1 i CHANNEL O O 1 V w zJU i Q X tu 1 � ROOF TRUSSES(EXISTING) w i i I i i 1 1 { { Q 1 KVA TRANSFORMER�'Q ® o I� ( E PAN 1 G"X 20 GA. (6005125-33)STEEL J STUD @ I6"O.C., WWlIT TYPE'x" (N) R=LOCATE Tf-1i5 PANEL�' GYP. BD. 5ANDED READY FOR METER SEPARATELY PAINT. CONTINUIOU5 GYP. BD. TO UNDERSIDE OF ROOF DECK, ATTACH METAL CHANNEL TO CONCRETE SLAB CONTINUOU5 R-19 SOUND W!DR!VEN ANCHORS @ I G'O.C. �./�BATT INSULATION FULL HEIGHT (OPTIONAL) CONCRETE SLAB DEMI5ING WALL DETAIL (TYP) N.T.S. FIRE RISER FIRE RISER A5