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Plans BUP2016 - 00044 GENERAL NOTES: GENERAL REQUIREMENTS C. VAPOR BARRIERS. CONTINUOUS APPROVED VAPOR A. DRAWINGS. THE DRAWINGS ARE INTENDED TO DESCRIBE BARRIERS SHALL BE INSTALLED ON THE HEATED 51DE OF A TENANT I M P RO V E M ENT FOR DRD THE OVERALL SCOPE OF WORK. CONTRACTORS SHALL THE THERMAL INSULATION INSTALLED. FIELD VERIFY THE EXISTING CONDITIONS AND ALERT THE D. INSULATION. PROVIDE INSULATION PER 2010 055C, ARCHITECT TO ANY UNFORESEEN CONSTRUCTION COMPONENT PERFORMANCE APPROACH. DAY ROAD DESIGN, LLC DIFFICULTIES BEFORE BEGINNING THEIR WORK. RONALD L. KIEF B. PRE-CONSTRUCTION MEETING. PRIOR TO ANY GENERAL NOTE5 9825 5W DAY ROAD CONSTRUCTION OR DEVELOPMENT ACTIVITY, THE I . VERIFY IN THE FIELD PRIOR TO DEMOLITION OF EXISTING WALLS 5HERWOOD, OR 97140 CONTRACTORS SHALL SCHEDULE, WITH OWNERS IF ANY STRUCTURAL COLUMNS EXIST. IF 50 CONTACT APPROVAL, A PRE-CONSTRUCTION MEETING WITH THE I LO \/ E I< Icf< E30XINO ARCHITECT IMMEDIATELY. LOCAL BUILDING DEPT... OR LOCAL PUBLIC WORKS P: 503-320-0918 DEPT... VERIFY WHICH AGENCY WOULD BE INVOLVED. THE 2. CONTRACTOR TO MAINTAIN PROPER LIGHTING, SANITATION AND F: 503-972- 1848 CONTRACTOR SHALL PROVIDE LOCAL INSPECTOR WITH 24 VENTILATION AT ALL TIMES. NIME3U5 CENTER HOUR NOTICE PRIOR TO INSPECTION. 3. ALL WORK MUST BE APPROVED BY THE JURISDICTION HAVING RonKicf@comca5t.net AUTHORITY. C. REPETITIVE. TYPICAL WALL SECTIONS, FINISHES, AND 4. IT 15 THE 50LE RESPONSIBILITY OF THE CONTRACTOR TO NTAIN A WATER AND WEATHER TIGHT BUILDING. DETAILS PLANS, ELEVATIONS AND SECTIONS. REFER TO 5. ALL I ONWORK TO BE PERFORMED TO CODE BY A LICENSED CONSULTANTS DETAILED DRAWINGS. CONTRACTOR TO PROVIDE AS IF CONTRACTOR PERFORMING THE WORK IN THEIR RESPECTIVE 10 1 1 5 5W NIMBUS AVE DRAWN IN FULL. TRADE ONLY. G. ALL DESIGN, DRAWINGS AND DETAILS REPRESENT COMPLETE D. CODES/ PERMITS/ REGULATIONS. ALL EXTERIOR WORK IN PLACE. ARCHITECT SHALL HAVE NO CONTROL OR TIGARD , OR 97223 CHANGE OF AND SHALL NOT BE RESPONSIBLE FOR SIGNAGE MUST BE SUBMITTED ND REVIEWED UNDER CONSTRUCTION SEPARATE PERMIT APPLICATION. 7. INTERIOR PARTITION DIMENSIONS NOTED ON PLANS MAY BE SHOWN A NOMINAL DIMENSION, SUCH AS 5" INTERIOR WALL CONTRACTOR SHALL OBTAIN AND PAY FOR AL PERMITS REFERS TO %" GYP. BD. EACH 51DE OVER Van STUDS. STUD NECESSARY OTHER THAN THE BUILDING PERMIT. SPACING 15 24" O.C. UNLE55 OTHERWISE STATED. CONTRACTOR SHALL AL50 PAY FOR ALL OTHER 8. ALL DEBRIS GENERATED FROM CONSTRUCTION MUST BE KEPT CHARGES, FEES OR COSTS CHARGED BY THE BUILDING ON SITE IN EITHER AN ENCLOSED AREA OR HAULED AWAY DAILY, AND CONSTRUCTION DEPARTMENTS, UTILITY AGENCIES OR AND DISPOSED OF LEGALLY OFF SITE. PRIVATE COMPANIES WHICH REQUIRE SUCH COSTS FOR 9. KEEP ALL PIPING AND CONDUIT AS CL05E TO WALLS AND ROOF PRIOR TO INSTALLATIONS. POSSIBLE.DECK AS 055113LE AND ALL WHERE EXPOSED ALL PIPING CAS CL0E TOONDUIITSAND RAF N REFERENCE SYMBOLS PROJECT DATA NOTHING IN THE DRAWINGS SHALL BE CONSTRUCTED TO DUCTWORK SHALL BE PAINTED UNLE55 OTHERWISE NOTED. ALL PERMIT AN INSTALLATION IN VIOLATION OF APPLICABLE PIPING AND CONDUIT SHALL BE ORGANIZED IN A NEAT MANNER CODE AND/ OR RESTRICTIONS. SHOULD ANY CHANGE IN RUNNING PARALLEL OR PERPENDICULAR TO ROOF FRAMING DOOR TAG D BUILDING ELEVATION THE DRAWINGS BE NECESSARY IN ORDER TO COMPLY MEMBERS. REFERENCE WITH APPLICABLE CODES AND/OR REQUIREMENTS, THE 10. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ARCHITECT AT ONCE AND COORDINATE WITH ARCHITECT ANY CONFLICT WITH THE PRJECT NAME: I LOVE KICK BOXING AND CEASE WORK. ALL PARTS REFORMED UNDER THI5 PLANS. CONTRACT SHALL BE IN FULL ACCORDANCE WITH THE I I . PERFORM THE REMOVAL, CUTTING AND DRILLING WITH THE CARE ROOM TAG 2-0 WALL SECTION PROJECT ADDRESS: 101 15 SW NIMBUS AVE LATEST RULES, REGULATIONS, RESTRICTIONS, USE OF THE SMALLEST TOOLS 50 AS NOT TO DAMAGE THE REFERENCE A4 REQUIREMENTS AND CODES. STRUCTURAL INTEGRITY OF THE BUILDING. TIGARD, OR 97223 12. TO SAW CUT ALL PLUMBING/ ELECTRICAL TRENCHES USE SAWS AMENDED BY GOVERNING CIN E AL JURISDICTION AND CORE DRILLS. DO NOT USE JACKHAMMERS UNDER ANY RULES AND REGULATIONS. CIRCUMSTANCE. DETAIL REFERENCE EQUIPMENT E2pf LOCAL JURISDICTION: CITY OF TIGARD 13. CONTRACTOR SHALL VERIFY AL EXISTING CONDITIONS AND BUILDING DEPARTMENT E. DIMENSIONS ARE SHOWN FACE OF MASONRY OR NOTIFY THE OWNER AND ARCHITECT PRIOR TO START OF THE REFERENCE CENTERLINE OF OPENING, UNLE55 DETAILED OTHERWISE WORK IF DISCREPANCY OCCURS BETWEEN DRAWINGS AND 13 125 SW HALL BLVD ON THE DRAWINGS. ACTUAL CONDITIONS. TIGARD, OR 97223 DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE 14. AL MATERIALS, PRODUCTS, AND SYSTEMS SHALL BE INSTALLED ABBREVIATION 5 (503) G39-41 71 AS PER MANUFACTURER'S SPECIFICATIONS AND ARCHITECTS DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL SUPPLEMENTAL INSTRUCTIONS. REPLACE ALL DEFECTIVE FIELD MEASUREMENTS. NOTIFY ARCHITECT IF ANY MATERIALS. MATERIALS SHALL BE NEW UNLE55 OTHERWISE DISCREPANCIES ARE FOUND. DIRECTED BY THE OWNER. AL MATERIALS SHALL BE STORED IN AB ANCHOR BOLT GALV GALVANIZED PLYWD PLYWOOD A MANNER WHICH WILL PREVENT DAMAGE, THEFT AND PREVENT ABP ALTERNATE BRACED PANEL GL GLASS / GLAZING POLY POLYETHYLENE CODE5 UTILIZED: 2014 OREGON STRUCTURAL SPECIALTY CODE THE CONTRACTOR SHALL VERIFY AL ROUGH-IN CONTACT WITH MOISTURE. VERIFY STORAGE LOCATION WITH AFF ABOVE FINISH FLOOR GLIB GLU—LAMINATED BEAM PR PAIR 2009 AN51 A 1 17. 1 DIMENSIONS FOR THE EQUIPMENT FURNISHED AND OWNER. INSTALLED BY HIM5ELF(HER5ELF OR OTHERS. 15. OWNER SHALL BE RESPONSIBLE FOR REMOVING FURNISHINGS ALUM ALUMINUM GYP BD GYPSUM BOARD PSL PARALAM BEAM 2014 OREGON MECHANICAL CODE AND FIXTURES PRIOR TO START OF WORK. CONTRACTOR SHALL ANOD ANODIZED HB HOSE BIBB PT PRESSURE TREATED 2014 OREGON PLUMBING CODE THE CONTRACTOR SHALL CONSULT THE PLANS OF ALL BE RESPONSIBLE FOR PROTECTING EXISTING PERMANENT ITEMS BALC BALCONY HC HOLLOW CORE (DOOR) RAD RADIUS SUCH AS BUILT-IN5, TRIM, APPLIANCES, FIXTURES, WALL 2014 OREGON ELECTRICAL CODE TRADES FOR OPENINGS THROUGH SLABS, WALLS BLKG BLOCKING (2x MATERIAL) HD SIMPSON HOLDOWN REF REFRIGERATOR CEILINGS AND ROOFS. SURFACES, RAILINGS, ETC... I G. ALL CONTRACTORS / SUBCONTRACTORS SHALL MAINTAIN CLEAN BP BRACED PANEL HDG HOT DIPPED GALVANIZED READ REQUIRED F. SHOP DRAWING REVIEW. PROVIDE SHOP DRAWINGS FOR AND SAFE WORKING CONDITIONS FOR ALL PER50NNEL AND CB CATCH BASIN HDR HEADER RM ROOM PROP05ED U5E: FITNESS / EXERCI5E THE ARCHITECT/OWNERS AND AS REQUIRED BY THE OWNER DURING ALL PHASES OF CONSTRUCTION. REMOVE CEIL CEILING HDWD HARDWOOD RO ROUGH OPENING DEBRIS FROM ANDAS IT ACCUMULATES. CITY PRIOR TO CONSTRUCTION. PROVIDE PLASTIICILDING SHEET NG DUIST TE BARBERS BETWEEN ALL cJ CONTROL JOINT HGR HANGER (METAL) SC SOLID CORE (DOOR) CONSTRUCTION TYPE: V-15 (NON-SPRINKLED) PROJECT G. CONTRACTOR TO FRAME OPENINGS IN WALLS, CEILINGS WORK AREAS AND EXISTING LIVABLE SPACE. COL COLUMN HT HEIGHT SHTHG SHEATHING AND FLOORS FOR HVAC AND OTHER MECHANICAL OR 17. CONTRACTOR SHALL BE RE5PON5113LE FOR ALL SHORING AND COMP COMPOSITION HVAC HEATING, VENTING, A/C SHTRK SHEET ROCK OCCUPANCY GROUP: A3 ELECTRICAL WORK WHERE REQUIRED AND NOT OTHERWISE BRACING TO ENSURE SAFE CONDITIONS FOR STRUCTURAL CONN CONNECTOR I.D. INSIDE DIAMETER SHWR SHOWER I LOVE KICK SHOWN ON THE PLANS. SYSTEMS DURING ALL PHASES OF CONSTRUCTION. CONST CONSTRUCTION INSUL INSULATION SPEC SPECIFICATIONS 18. CONTRACTOR SHALL FURNISH TEMPORARY SANITARY FACILITIES CONT CONTINUOUS INT INTERIOR STL STEEL (ASTM 36) RETAIL AREA: 438 5Q.PT. / 30 = 15 EGAS ALLOWED BY LOCAL CODE AND COVENANTS. OWNER SHALL H. COMPLY WITH APPLICABLE RULATIONS FOR BOXING BARRIER-FREE FACILITIES ( EG O OREGON SPECIALTY FURNISH WATER AND ELECTRICAL POWER UNLE55 NOTED CONC CAST IN PLACE CONCRETE JT JOINT STRUC STRUCTURAL EXERCISE AREA: 1 , 198 5Q.FT. / 50 = 24 STRUCTURAL CODE) AND N510 O 7. I LATEST EDITION. OTHERWISE IN CONTRACTOR/OWNER AGREEMENT. DIM DIMENSION KD KILN DRIED T k G TONGUE do GROOVE COMMON/RE5TROOM5: 9G7 5Q GROOVE / 100 = i 0 NIMBUS CENTER 19. IF WEATHER CONDITIONS CAUSE DELAYS OR WORK STOPPAGE, DS DOWNSPOUT LAM LAMINATED GLASS TB TOWEL BAR 10 1 1 5 5W NIMBUS AVE DOORS/WINDOWS CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY. DURING DW DISHWASHER LAV LAVATORY TEMP TEMPERED TOTAL OCCUPANT LOAD: 49 INCLEMENT WEATHER, CONTRACTOR IS RESPONSIBLE FOP, TIGARD, OR 97223 MAKING ARRANGEMENTS TO PROTECT AND SECURE EXPOSED ELEC ELECTRICAL LT LIGHT FIXTURE TIM TRUSS JOIST (I—JOIST) A. GLAZING. PROVIDE GLAZING PER 2010 055C: WALL AND ROOF CONSTRUCTION MATERIALS TO PREVENT ELEV ELEVATION LVL LAM VENEER LUMBER T. 0. TOP OF INSULATED UNITS SHALL BE CLA55 40 GLAZING WITH DAMAGE. ENG ENGINEER MB MOISTURE BARRIER TYP TYPICAL LOW E ARGON GAS. 20. BIDS AND NEGOTIATED PRICES SHALL INCLUDE ALL MATERIALS, EPS EXTRUDED POLYSTYRENE MECH MECHANICAL UNDRLYMT UNDERLAYMENT SHEET TITLE GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT LABOR, EQUIPMENT, AND OTHER COMPONENTS NECESSARY FOR EXIST EXISTING MO MASONRY OPENING VAC VACUUM ( 1 ) EXIT REQUIRED, (2) EXIT(5) PROVIDED (OCCUPANT >50) SUCH AS PANES IN DOORS, GLAZING WITHIN 24" ARG OF COMPLETION OF THE DESCRIBED PROJECT. MATERIALS A DOOR OPENING, GLAZING WITHIN 18" OF THE FLOOR CONSIDERED TO BE STANDARD AND CUSTOMARY FOR THI5 TYPE FBGL FIBERGLASS MTL METAL VB VAPOR BARRIER (2) RE5TROOM5 REQUIRED, (2) RE5TROOM5 PROVIDED OF BUILDING/ CONSTRUCTION MUST BE INCLUDED. FD FLOOR DRAIN NOM NOMINAL VGDF VERT GRAIN DOUG. FIR (AND 15 OVER 9 SQ... IT. PER PANEL) SHALL BE 21 . CONTRACTORS, OWNER, AND OTHER PARTIES SHALL NOT MAKE FDN FOUNDATION NWCB N.W. WALL & CEILING BUREAU W/ WITH NO STRUCTURAL WORK 15 TO BE PERFORMED UNDER THI5 PERMIT. TEMPERED GLA55 OR LAMINATED SAFETY GLA55 PER CHANGES TO THE DRAWINGS. REQUESTS FOR CANGES SHALL CODE. BE MADE IN WRITING AND BE SUBMITTED TO THE OWNER AND FO FACE OF 0/C ON CENTER WC WATER CLOSET NO SITE WORK IS TO BE DONE UNDER THIS PERMIT. ARCHITECT FOR REVIEW. FP FIRE PROOFING OH OVERHANG WD WOOD GLAZING U-VALUE (AMMA TESTED) U-40 MAXIMUM. 22. AT JOB COMPLETION, CONTRACTOR, OWNER t ARCHITECT SHALL FR FIRE RESISTANT OPNG OPENING WH WATER HEATER MEET AT THE SITE FOR A FINAL WALK-THROUGH TO VERIFY THAT FRMG FRAMING PA POST ABOVE WP WATER PROOF FIRE PROTECTION ALL WORK IS COMPLETE PER PLANS, SPECIFICATIONS AND CODE. FT FOOT PL PLATE WR WATER RESISTANT A. EXTEND THE EXISTING AUTOMATIC FIRE SPRINKLER CEILING HEIGHT CONDITIONS FTG FOOTING P LAM PLASTIC LAMINATE EXTERIOR SIGN UNDER A SEPARATE PERMIT SYSTEM AS REQUIRED. GET SYSTEM DESIGN APPROVED FURN FURNACE (FORCED AIR) BY GOVERNING CITYS BUILDING DEPARTMENT AND FIRE OWNER MUST FIELD VERIFY ALL CEILING HEIGHT DIMENSIONS. ANY DEPARTMENT PRIOR TO INSTALLATION. VARIANCES BETWEEN THESE APPROVED DIMENSIONS AND ACTUAL 51TE CONDITIONS ANSHALL BE THE SOLE B. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY 2010 RESPONSIBILITY OF TD OIWNER/CONDITIONS TL. ACOSTS A550CIA ED CONTACT I N FO RM AT i O N INDEX Of S H E ET5 TITLE SHEET CITY OF TIGARD 055C AND LOCATE PER FIRE MARSHALL'S DIRECTIONS. WITH REVISIONS AND CHANGE ORDERS SHALL BE THE SOLE REVIEWED FOR CODE CObII'LTANM ONE FIRE EXTINGUISHER PER 3,000 5Q... FT. OF BLDG... RESPONSIBILITY OF THE OWNER/TENANT. TENANT INFORMATION LANDLORD INFORMATION AREA WITH 75' MAX... TRAVEL D15TANCE BETWEEN I LOVE KICK BOXING A I TITLE SHEET Approved: I� EXTINGUISHERS. LOCATION TO BE VERIFIED BY THE VERIFICATION OF SITE CONDITIONS BRYAN BAST OTC; LOCAL FIRE MARSHAL. 101 1 5 5W NIMBUS AVE A2 51TE/VICINITY MAP // OWNER/TENANT 15 REQUIRED TO PERFORM A SITE SURVEY OF THE TIGARD, OR 97223 Permit#C 1 a Ol(a �� C. MAINTAIN STRUCTURAL AND FIRE RESISTIVE INTEGRITY ENTIRE PREMISES PRIOR TO COMPLETION OF THE TENANTS (2G7) 800-8202 A3 DEMOLITION PLAN Addteme © Cj AT EXTERIOR AND RATED INTERIOR WALL PENETRATIONS CONSTRUCTION DOCUMENTS. ANY VARIANCES BETWEEN THESE A4CON5TRUCTION PLAN Suite# FOR ELECTRICAL, MECHANICAL, PLUMBING AND APPROVED PLANS AND ACTUAL 51TE CONDITIONS SHALL BE THE COMMUNICATIONS CONDUITS, PIPED AND SIMILAR 50LE RESPONSIBILITY OF THE OWNER/TENANT. ALL C05TS ACJ REFLECTED CEILING By: Dater -ZIEJ�: SYSTEMS PER 2010 055C. ASSOCIATED WITH REVISIONS AND CHANGE ORDERS SHALL BE THE UE SOLE RESPONSIBILITY OF THE OWNER/TENANT. AG ADA DETAILTHERMAL MOISTURE PROTECTION GENERAL CONTRACTOR A7 ACOUSTICAL CEILING DETAILCOPY wv A. OPENINGS. ALL OPENINGS TO BE CAULKED, SEALED OR BUILDING DEPARTMENT CPS CONSTRUCTION, INC A8 CON5TRUCTION NOTES WEATHER-STRIPPED. CITY OF TIGARD PON KIEF PAGE NUMBER 9825 5W DAY ROAD M HVAC DUCTWORK - BIDDER DE51GN B. CAULKING AND SEALANT. USE PRIMER AS REQUIRED BY SHERWOOD, OR 97140 MANUFACTURER. BACKING ROD OR TAPE AS (503) 320-0918 RECOMMENDED BY MANUFACTURER. USE POLYURETHANE RonKief@comca5t.net Al SEALANT AT CONCRETE FLOOR AND SIDEWALK JOINTS. AL OTHER LOCATIONS USE POLY5ULFIDE OR SILICONE. The written dimensions on this plan swercede scaled distances DO NOT SCALE THE DRAWINGS Any variations from conditions and dimensions shown on the drawings shall be reported to Ronald L Kief, for resolution prior to proceeding with the work; otherwise, the contractor shall be solely responsible for the cost of any necessary work. I LOVE 1<101< BOXING DRD UiN1iY RM. 01 DAY ROAD DE51GN 150S RONALD L. KIEF 9825 5W DAY ROAD os7St1ERWOOD, OR 97 140 o ® P: 503-320-0918 91 Em z F: 503-972-1848 i Ronrjcf@romr-a5t.net D I LE 0 LEASE SPACE LEASE SPACE LEASE SPACE LEASE SPACE LEASE SPACE ACE TE SPACE 40 ® 6� 00 700 1 8G0 1372SF 1,335 SF ® F 2, 1,550 S023 SF 861 SF 1,261 SF 1,325 SF 1,445 SF LEASE SPACE O LEASE SPACE SP 2,&%SF 900 100 150 O 3,314 SF 582 SF zi 5,081 SF 0 0 I LOVE KICK BOXING NIMBUS CENTER- II UWFU PROJECT I I I LOVE KICK BOXING NIMBUS CENTER TMM OEM I»� t&�sv� tFUESantF 10 1 15 5W NIMBU5 AVE. 1 w 1 SPACE t® z� sr 0 t+rssc LEASE SPACE SURE 200 E 250 C LEASE SPACE 8943=5 ® PORTLAND, OR 97223 SF 100 150 O a�e� � 5,081 SF SHEET TITLE \ TFT j 1 W7 w Q VICINITY MAP cn D m BURGER z KING 5W 52101-1-5-FERRY RD SCALE N.T.S. PAGE NUMBER A2 The written dimensions on this plan supercede scaled distances DO NOT SCALE THE DRAWINGS My vaiatims from conditions and dimensions shown on the drawings shall be reported to Ronald L. Kief, for resolution prior to proceeding with the work; otherwise, the contractor shall be solely responsible for the cost of any necessary work. DRD DAY ROAD DESIGN RONALD L. KIEF 42'-1 3/49825 5W DAY ROAD " 5HERWOOD, OR 97140 20 -3 1 /2 21 _3 P: 503-320-0918vie 5' INSULATION BLANKET F: 503-972- 1848 �E� ON TOP OF GRID RonKlef@COMCa5t.net (E) FOR SOUND Li LTi RELOCATE EXISTING J I I I ( O L —J -J 0 ( // ELECT. PANEL I I I III / ( EXISTING 4" SANITARY LINE_ _ // / — ( RELOCATE (E) ELECT. PANEL I 1. DEMO THE EXISTING CEILING GRID ON THIS SIDE OF THE WALL. 2. EXTEND THE CLEANERS CEILING GRID OVER THROUGH VACANT SPACE. 3. RELOCATE THE EXISTING LIGHT FIXTURES AS NEEDEDEXTE D GRI FROM THIS CLEANERS 4. CEILING GRID WILL BE 11'-9" A.F.F. THROUGH OUT THE THRO GH VACANT SPACE TENANT SPACE. SAME HEIGHT AS THE EXISTING CLEANERS I I I GRID. II II II II II II II 11 II II o CEILING HEIGHT - 11'-9" I I CEILING HEIGHT - 9'-9�" o I /� i/ / P � I I ROJECT I LOVE KICK BOXING CLEANERS I ► VACANT / NIMBUS CENTER 10 1 15 5W NIM15U5 AVE. SUITE 200 4 250 PORTLAND, OR 97223 200 � ► 250 11372 SF I I 11335 SF I I // // SKEET TITLE / // / DEMOLITION PLAN I ii II ° (E) ( o (E) NSULATION BLANKET SCALE (E) 411= 11, ° E, ° LOCK TH15 DOOR LOCK TH15 DOOR DO NOT USE DO NOT USE DEMOLITION FLOOR PLAN BY OTHERS DEMOLITION CEILING PLAN PAGE NUMBER A3 The written dimensions on this plan supercede scaled distances DO NOT SCALE THE DRAWINGS Any variations *am conditions and dimensions shown on the drawings shall be reported to Ronald L Kief, for resolution prior to proceeding with the work; otherwise, the contractor shill be solely responsible for the cost of any necessary work. i DRD 45' LATTERAL(KICKER) BRACE ABOVEJ�� o� DAY ROAD DESIGN NOTE: ALL NEW DOORS ARE V—O" X '7'-0" DOORS WITH ADA LEVER CEILING ATTACHED TO STRUCTURE ABOVE 0 �r o� o RONALD L. KIEF HARDWARE. WITH (2) #8 s-SCREWS �� o�� � 9825 SW DAY ROAD 5HERWOOD, OR 97140 P: 503-320-0918 oNo�P� F: 503-972- 1848 3'-716" �E) T-3" T 10'-416" -516" �.d � �Q��o RonKlef@comcast.net �O G� ATTACH KICKER TO TOP OF / eQ1 WALL WITH (2) #8 5-5CREW5 CLEAR LLI I ,� 5 1,4DA O DA 6 3' -72" d \ �� l WOMEN'S � n �� vQJP� \ � DRESSING RM I rrn i 2 -1016 a o0 '-3116" BREAK 505 r7 3' ROOM MEN'S DRE551NC7 RM 505 OS 3, o �N) 3'-6" BRACING 10'-114" 10'-4 9 CR055 WALL BRACING 31'_14" PARTITION5 CRO55 WALL i 2' YVALL BRAOING DETAIL (TYP) i o I I o l BOXING I PROJECT MATT i I LOVE KICK BOXING NIMBUS CENTER 10 1 15 5W NIMBUS AVE. SUITE 200 t 250 PORTLAND, OR 97223 SHEET TITLE 14 -44" — 16'-0$" RETAIL 5ALE5 oI RETAIL 5ALE5 CONSTRUCTION FLOOR PLAN I -6$" 2, -6" " _ �. 5 SAGTION G TER Q� WORK GOUN R c - (E) 0 N SCALE 4"= '-0" O LOCK THIS DOOR CONSTRUCTION PLAN DO NOT U5E PAGE NUMBER A4 The written dimensions on this plan supercede scaled distances DO NOT SCALE THE DRAWINGS Any variations from conditions and dimensions shown on the drawings shall be reported to Ronald L Kief, for resolution prior to proceeding with the work; otherwise, the contractor shall be solely responsible for the cost of any necessary work. LIGHTING DRD DAY ROAD DESIGN 2 X 4 PRI5MATIC TROFFER RONALD L. KIEF 9825 5W DAY ROAD 5HERWOOD, OR 97140 P: 503-320-0918 F: 503-972- 1848 faf7p, RESTROOM WALL TILE - 5TATURIO 20 X 50 cm RonKief@comca5t.net ql 0w z ENS oMExls ROLLED RU ER FLOORING ADA ADA ( J O Q YV MEN' R ROLLED RUBBE aF (N) R ING RM rnD P� LL {N) (N) z w FLOORING VCT F£ m BR .K: : VCT m RO : M ROLLED RUBBER o FLOORING (N (N (N) O L== (N) M 7771M, izz Cl/ ROLLED RUBBER FLOORING I I I I: z . . . . . . . . f o 0 . . . . . . . . . . . . . . . . . . . . . 0 ° o W m (V . . . . . . . . . . BOXING . PROJECT MATT '< BOING I . . . . . . . . . . . . . . . . . . . . . . . . M TT J z OO . . . . . . . . . . . . . . . . . . . X I LOVE KICK BOXING NIMBU5 CENTER Q 10 1 15 5W NIMBU5 AVE. SUITE 200 6 250 PORTLAND, OR 97223 . . 5HEET TITLE . . . . . . . . . . . . . . . . . . . . . . MMOW"M000" 065666M 55XIN00 60060=5000000060M RETAIL ALE ETA L S ES RETAIL 5ALE5 RETAIL SALES LIGHTING $ FINISHE5 PLAN LOBBY RECEPTION FLOOR: CERAMIC TILE - HERON BEIGE 30 X G I CM GROUT: PRO GROUT DESERT SAND SANDED 25LB 14' GRANITE - ABSOLUTE BLACK TRAN ' TIO GOUN ER TRANSACTION COUNTER D - D NTIEMR p WORK COUNTER D D ° (E) ° (E) 5CALE %4 ° LOCK THI5 DOOR REFLECTED CEILING PLAN ° LOCK THIS DOOR FINISHES i/ DO NOT USE DO NOT USE PAGE NUMBER A<5 The written dimensions on this plan supercede scaled distances DO NOT SCALE THE DRAWINGS Any variations from conditions and dimensions shown on the drawings shall be reported to Ronald L. Kief, for resolution prior to proceeding with the work; otherwise, the contractor shall be solely responsible for the cost of any necessary work. DRD DAY ROAD DESIGN RONALD L. KIEF 9825 5W DAY ROAD 5HERWOOD, OR 97140 P: 503-320-0918 F: 503-972- 1848 RonKief@comca5t.net j o 0 o WRAP ALL HOT WATER PIPES DRAIN PI ES WITH PROTECTIVE 24'X 36" FWRAP5 39'- 41 MIRROR i B 24' 31 2"MI 36'MI 2'MI 2"MI 4'MIN— FIBEPGLA55 REINFORCED ' PLASTIC (FRP) '.5m v ORJ LAMINATE OVER GYP. BD. o m ON WET WALL5 G' BASE 5 8 ADA RESTROOM ELEVATION - AN51 A 1 1 7. 1 (TYP) & & MEN WOMEN .. .0 400 . see . . . .. . WHITE LETTERS AND SYMBOLS ON A BLUE/BLACK BACKGROUND PROJECT I LOVE KICK BOXING NIMBUS CENTER 101 15 5W NIMBUS AVE. SUITE 200 E 250 PORTLAND, OR 97223 El z a/- o 5HEET TITLE m 1 it N NAPKIN WALL MOUNTED MIRROR TOWEL DISP. DISPOSE DISPOSAL SINK ADA DETAIL I i u_ � Q a� o m o �� z z PAGE NUMBER FIRE SOAP TOILET PAPER TOILET SEAT RESTROOM A 6 EXTINGUISHER DISPENSER DISPENSER COVER DISPENSER SIGN The written dimensions on this plan supercede scaled distances DO NOT SCALE THE DRAWINGS Any variations from conditions and dimensions mown on the drawings shall be reported to Ronald L Kief, for resolution prior to proceeding with the work; otherwise, the contractor shall be solely responsible for the cost of any necessary work. SUSPENSION SYSTEMS FOR ACOUSTICAL LAY — IN CEILINGS DRD 2014 OSSC ( OREGON STRUCTURAL SPECIALTY CODE ) DAY ROAD DESIGN RONALD L. KIEF 9825 5W DAY ROAD GENERAL COMMENTS 5HERWOOD, OR 97140 A. REFERENCED SOURCES PER HIERARCHY: 2007 OSSC (OREGON STRUCTURAL SPECIALTY CODE). AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, HANGER (SUSPENSION) WIRES (FIGURE 5A & 5B) P: 503-320-0918 ASTM C 636), AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7-05), AND CEILING AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). F: 503-972- 1845 B. PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET HEIGHT SHALL BE LATERALLY BRACED TO THE STRUCTURE. A. HANGER AND PERIMETER WIRES MUST BE PLUMS WITHIN 1 IN 6 UNLESS (FIGURE 5A) COUNTER SLOPING WIRES ARE PROVIDED (FIGURE 5B). (ASTM C 636, RonKlef@comcast.net BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM. (IBC SECTION 1621.1.2). SECTION 2.1.4) C. ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD). (ASCE 7-05 ITEM 9.6.2.6.2.2A) B. HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE SPACED 5 FEET ON CENTER (ASTM C 636) D. ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO 1 / 360 OF ITS SPAN. (CISCA ZONE 3 8 C. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS (CISCA SEISMIC ZONE 3 - 4) 4) E. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANELS OR TILE, LIGHT FIXTURES AND AIR TERMINALS WEIGHING D. POWDER DRIVEN SHOT-IN-ANCHORS ARE AN APPROVED METHOD OF ATTACHMENT FOR HANGER WIRES. (OSSC 2007) NO MORE THAN 4 POUNDS PER SQUARE FOOT. (ASCE 7-05 ITEM 9.6.2.6.1) E. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8 INCHES OF EACH WALL WITH A PERIMETER WIRE. (FIGURE 4 & SB) F. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN 3 INCHES. TWELVE GAGE HANGER WIRE SPACED 4 FOOT ON CENTER (FIGURE 1). (CISCA SEISMIC ZONE 3 - 4) (ASTM C 636 ITEM 2.3.4) F. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVISE SHALL BE USED WHERE G. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. (ASCE 7-05 SECTION 9.6.2.6.2.2 ITEM F OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE A MINIMUM OF BACK-TO-BACK I Y4 INCH COLD-ROLLED CHANNELS FOR SPANS EXCEEDING 48 INCHES. (CISCA ZONE 3 - 4) LATERAL FORCE BRACING (FIGURE 2 81 3) ELECTRICAL FIXTURES A. CEILINGS CONSTRUCTED OF LATH AND PLASTER OR GYPSUM BOARD, SCREW OR NAIL ATTACHED TO SUSPENDED MEMBERS THAT SUPPORT A CEILING ON ONE LEVEL EXTENDING FROM WALL TO WALL SHALL BE EXEMPT FROM LATERAL FORCE BRACING REQUIREMENTS. (CISCA ZONE 3-4). A. LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. B. LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS)AND SPLAY WIRES. (SEE FIGURE 2) THIS WIRE MAY BE SLACK. (CISCA SEISMIC ZONE 3 - 4 ) C. LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 144 SQUARE FEET AND NOT REQUIRED FOR CEILINGS LESS THAN 144 SQUARE FEET PROVIDED B. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THEY ARE SURROUNDED BY FOUR WALLS AND BRACED TO THE STRUCTURE. (OSSC 2007) THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. (CISCA SEISMIC 3 - 4) D. LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER (MAXIMUM)AND BEGIN NO FARTHER THAN 6 FEET FROM THE WALLS. (CISCA ZONE 3-4) C. LIGHT FIXTURES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. (CISCA E. SPLAY WIRES ARE TO BE FOUR 12 GAUGE WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 900 SEISMIC ZONE 3 - 4) FROM EACH OTHER AT AN ANGLE NOT TO EXCEED 45° FROM THE PLANE OF THE CEILING (CISCA SEISMIC ZONE 3-4) D. PENDANT MOUNTED LIGHT FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING 9 GAGE WIRE OR AN APPROVED ALTERNATIVE F. SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. (CISCA SEISMIC ZONE 3 -4) LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER(FIGURE 68) E. TANDEM FIXTURES MAT UTILIZE COMMON WIRES. G. "POWDER DRIVEN SHOT-W-ANCHORS" WHEN USED FOR SEISMIC APPLICATION AS PART OF THE PRESCRIPTIVE PATH IN SEISMIC DESIGN CATEGORIES D, E, AND F, SHALL HAVE AN ICC-ES APPROVAL FOR SEISMIC APPLICATIONS AND SHALL REQUIRE "SPECIAL INSPECTIONS' IRRESPECTIVE OF THE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. ANCHORS FOR KICKER WIRES (SPLAYED WIRES INSTALLED FOR PURPOSES OTHER THAN SEISMIC RESTRAINT) ARE EXEMPT FROM THIS REQUIREMENT. (OSSC 2007) MECHANICAL SERVICES H. SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. (CISCA SEISMIC ZONE 3-4) I. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES (ASCE SECTION 9.6.2.6.2.2) J. CEILINGS WITH PLENUMS LESS THAN 12 INCHES TO STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING (PORTLAND, OR, BUILDING A. TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN 56 POUNDS MUST HAVE TWO 12 GAGE WIRES CONNECTING THEM TO THE CEILING DEPARTMENT) SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. CISCA SEISMIC ZONE 3 - 4) K. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM AND THE STRUCTURE ABOVE. (CISCA SEISMIC ZONE 3-4) B. TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS MUST BE INDEPENDENTLY SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE. THESE WIRES L. THE VERTICAL STRUT MAY BE EMT CONDUIT, METAL STUDS OR A PROPRIETARY COMPRESSION POST. MUST BE TAUT. (CISCA SEISMIC ZONE 3 -4) WALL MOLDINGS (FIGURE 4A & 413) SEISMIC SEPARATION JOINTS (FIGURE 7) A. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2 INCHES WIDE, UNLESS ALTERNATE METHODS ARE A. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET, A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORMED OF THE CEILINGS BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT APPROVED PRIOR TO INSTALLATION BY THE LOCAL BUILDING DEPARTMENT AND THE DESIGNER OF RECORD. ONE END OF THE CEILING GRID SHALL BE CLEARANCE. (ASCE 7-05, ITEM 9.6.2.6.2.2D) ATTACHED TO THE MOLDING. THE OTHER END SHALL HAVE A Y'4 CLEARANCE FROM THE WALL AND FREE TO SLIDE. (ASCE 7.02 SECTION 9.6.2.6.2.2 ITEM S. THE LAYOUT AND LOCATION OF THE SEISMIC SEPARATION JOINT SHALL BE PER THE DESIGNER OR RECORD AND NOTED ON THE PLANS. IF SEISMIC 0). SEPARATION JOINT IS REWIRED BY THE DESIGNER, THE DESIGNER MAY USE THE GENERIC JOINT DETAILED IN THIS DOCUMENT A PROPRIETARY JOINT. S. WHERE SUBSTANTIATING DOCUMENTS HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS THE AMOUNT OF FREE MOVEMENT (GAP DESIGN) SHALL BE A MINIMUM OF 3'4 INCH. (OSSC 2007) FOR 2-INCH CLOSURE ANGLE. (OSSC 2007) C. IN LIEU OD SEISMIC SEPARATION JOINTS, THE CEILING MAY BE DIVIDED INTO AREAS LESS THAN 2500 SQUARE FEET BY USE OF PARTITIONS OR SOFFITS C. THE GRID SHALL BE ATTACHED TO THE TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). SOFFITS EXTENDING TO A POINT AT LEAST LEVEL AS FOLLOWS: PARTITIONS SHALL EXTEND A MINIMUM OF 6 INCHES ABOVE THE LEVEL OF THE PLANE OF THE GRID AND SHALL BE INDEPENDENTLY BRACED WITH THE BOTTOM PLANE OF THE GRID AND INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE ARE DEEMED TO BE TO THE STRUCTURE ABOVE. SOFFITS SHALL EXTEND TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND SHALL BE INDEPENDENTLY EQUIVALENT TO WALLS. (OSSC 2007) SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE. (OSSC 2007) D. THERE SHALL BE A MINIMUM 3'4 CLEARANCE FROM THE END OF THE GRID SYSTEM AT THE UNATTACHED WALLS. (ASCE 7-05 SECTION 9.6.2.6.2.2 ITEM B) D. OTHER THAN PARTITIONS AND SOFFITS, SEISMIC JOINTS MAY NOT BE USED AS PART OF A FIRE RATED CEILING ASSEMBLY UNLESS SUBSTANTIATING DOCUMENTATION IS PROVIDED. (OSSC 2007) SPREADER BARS (FIGURE 4B) FIRE SPRINKLERS A. SPREADER (SPACER) BARS SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS AND CROSS TEES AT PERIMETER WALLS FROM SPREADING OPEN - DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN LIEU OF SPREADER BARS. (CISCA SEISMIC ZONE 3 & 4) FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING B. SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. TILE TO ALLOW FREE MOVEMENT OF AT LEAST I INCH IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE I INCH FREE C. WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. MOVEMENT SHALL BE PERMITTED AS AN ALTERNATIVE. (ASCE 7-05 9.6.2.6.2.2, ITEM E) D. SPREADER BARS ARE NOT REQUIRED IF A 90° INTERSECTING CROSS OR MAIN IS WITHIN 8 INCHES OF THE PERIMETER WALL. E. WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR SPREADER BARS. (OSSC 2007) PROJECT I LOVE KICK BOXING FIGURE I FIGURE 2 FIGURE 4A - ATTACHED WALL FIGURE 413 - UNATTACHED WALL NIMBUS CENTER rna mn MOLDING REQUIREMENTS MOLDING REQUIREMENTS FIGURE 5A FIGURE 58 FIGURE 6A FIGURE 68 FIGURE 7 101 15 SW NIMBUS AVE. ra�ax vasr SUITE 200 C 250 pY KY1HR pwb lfi YM.alhrprrw�ana<bn+nt 50 sled sexnic bxn3 wie aUaHareY PORTLAND, OR 97223 la Na nai�un t'\_ aw) r.all r..-x -im P'/mi 1zE•M+�emdicnrchv n L• ±r":v. rur '�a"y'k' - >trvzwiconw�ls maximum77s\ ?smmi saw 2saia © . \ 3 • \a -- t„» i_A+ rn .rk�p oma c nnqq ao55 xE O °\ yslm mR,xa.]b �wn;d nn-ax�ma 31vM- V kw� � O - SKEET TITLE •• \ , ,., \ +awaq+Prt idYr<d snmky,anywe--- Rl0 Flow ACOUSTICAL FIGURE 3 - MAXIMUM RECOMMENDED LENGTH FOR VERTICAL STRUTS CEILING DETAIL GLOSSARY FOR THIS DOCUMENT EMT CONDUIT CROSS TEES - THE CROSS MEMBER THAT INTERLOCKS WITH THE MAIN BEAMS, ALSO KNOWN AS CROSS RUNNERS OR PERIMETER WIRES - HANGAR WIRES PLACED WITHIN EIGHT INCHES OF THE SURROUNDING WALLS. CROSS TEES. Y2" EMT CONDUIT UP TO 5'-10' PLENUM - THE SPACE ABOVE A SUSPENDED CEILING. DIFFUSER - A CIRCULAR OR RECTANGULAR METAL GRILL USED FOR THE PASSAGE OF AIR FROM DUCTED SYSTEMS. SLACK WIRE - A 12 GAGE WIRE THAT IS NOT TIGHT OR TAUT. 94 EMT CONDUIT UP TO 7'-8" ESSENTIAL SERVICE BUILDINGS - ANY BUILDINGS DESIGNED TO BE USED BY PUBLIC AGENCIES AS A FIRE STATION, POLICE STATION, EMERGENCY OPERATIONS CENTER, STATE PATROL OFFICE, SHERIFF'S OFFICE, OR EMERGENCY SPREADER OR SPACER BAR - A BAR WITH NOTCHES TO PREVENT THE SUSPENSION SYSTEM FROM SEPARATING, ALSO COMMUNICATION DISPATCH CENTER. CALLED A STABILIZER BAR. 1' EMT CONDUIT UP TO 9'-9' GRID - THE MAIN BEAMS AND CROSS TEES OF THE SUSPENSION SYSTEM. SPLAY WIRES - WIRES INSTALLED AT AN ANGLE RATHER THAN PERPENDICULAR TO THE GRID. METAL STUD HANGER WIRES - 10 OR 12 GAGE SOFT ANNEALED WIRE USED AS PRIMARY SUPPORT FOR THE GRID SYSTEM. ALSO VERTICAL STRUTS - THE RIGID VERTICAL MEMBER USED IN LATERAL FORCE BRACING OF THE SUSPENSION SYSTEM. CALLED SUSPENSION WIRES. ALSO KNOWN AS COMPRESSION POSTS, SEISMIC PODS, SEISMIC STRUTS. COMMON MATERIALS ARE ELECTRICAL CONDUIT SINGLE I %" METAL STUD (20 GA.) UP TO 12'-0" (EMT), METAL STUDS OR PROPRIETARY PRODUCTS. LATERAL FORCE BRACING - THE BRACING METHOD USED TO PREVENT CEILING UPLIFT OR RESTRICT LATERAL MOVEMENT DURING A SEISMIC EVENT. LATERAL FORCE BRACING CONSISTS OF VERTICAL STRUTS AND SPLAY WIRES. BACK-TO-BACK 1 %' METAL STUD (20 GA.) UP TO f5'-O' MAIN BEAM - THE PRIMARY SUSPENSION MEMBER SUPPORTED BY HANGER WIRES, ALSO KNOWN AS THE MAIN RUNNER, CARRYING TEE, CARRYING RUNNER OR MAINS. SINGLE 2)Z' METAL STUD (20 GA.) UP TO 13'-6" MOLDING / CLOSURE ANGLE - A LIGHT GAUGE METAL ANGLE OR CHANNEL FASTENED TO THE PERIMETER WALLS OR PARTITION TO SUPPORT THE PERIMETER ENDS OF AN ACOUSTICAL CEILING GRID. BACK-TO-BACK 2Y2" METAL STUD (20 GA.) UP TO 151-0' PERIMETER CLIPS - PROPRIETARY ANGLE BRACKET ATTACHED DIRECTLY 7O THE WALL MOLDING / CLOSURE ANGLE PAGE NUM BER WHICH ALLOWS THE Y'4' MOVEMENT IN THE EVENT OF SEISMIC ACTIVITY AND INTERLOCKS PROPERLY WITH ENDS OF GRID SYSTEM. A7 The written dimensions on this plan supercede scaled distances DO NOT SCALE THE DRAWINGS Any variations torn conditions and dsnenswns shown on the drawings shall be reported to Ronald L Kief, for resolution prior to proceeding with the work; otherwise, the contractor shall be solely responsible for the cost of any necessary work. CONSTRUCTION NOTES- Bathrooms (If being built or remodeled) Lobby and Reception Flooring DRD •Counters: Absolute Black Granite with 5" mitered apron. •Ceramic Tile: Heron Beige 30x61 cm (Sku: 682329) •Sink: Kohler K - 2602 Mirror Finish -Grout: Pro Grout Desert Sand Sanded 251b (Sku: 052081) DAY ROAD DESIGN RONALD L. KIEP -Faucets: Moen S6700 (Chrome) The APPROVED SUPPLIER for Ceramic Tile is THE TILE SHOP. 516-539-3680 9825 SW DAY ROAD -Toilets: Kohler Highcliff K-4368 (You must speak to Amala Luncheon) 5HERWOOD, OR 97 140 -Urinals: Kohler K-4960-ET Required Equipment P: 503-320-09 18 P: 503-e72- 1 848 -Flusher: Sloan automatic flushometers (Urinal and Toilet) -Walkways, Bathrooms & Locker Rooms: 4" Rolled Tough Rubber Flooring Brown /Tan. Rubber RonKief@Comca5t.net Flooring comes 4 feet wide and order cut to length. Use room size when ordering lengths and order slight •Stalls:Hadhan, color 603 overhead braced oversize. Order the adhesive as these floors are glued to substrate. •Mirrors: Bobrick B-165 18x30 Prior to opening should be cleaned and sealed for better appearance. -Toilet Roll: Bobrick B-2888 Surface Mount Mufti -Roll Dispenser The SUGGESTED retailer for this is FLOORING INC. •Soap: Bobrick B-4112 Soap Dispenser Surface Mount You may choose your own vendor for this item provided they are the exact items listed. If any item •Hand Dryer: World Smart Dri-Brushed Aluminum requires substitution, You may choose your own vendor for these items provided they are the exact items listed. If any item Headquarters must approve the substitution. requires substitution, Headquarters must approve the substitution. Lighting Granite Mat Area 8 Into Reception Area Black Absolute •Hi-Bay Acrylic Light Item # SKFHBP (www.GreenElectricalSupply.com) Slab may be 3<" or 1 e". Fixture attaches to regular 120 volt box or receptacle mounted above. Fixture hangs on cable or chain not You may choose your own vendor for this item. If the item is not the exact Rem as listed above, included. Headquarters must approve a substitution. Purchase 100 watt daylight CFL bulbs at the same time you order fixtures. We recommend that you purchase extra bulbs when you place your order. Bathroom Tile Note: Bulb must have MOGUL base to fit fixture. •Wall Tile: Staturio 20x50cm (Sku: 480423) Reception Desk Lighting • Sink Grout: Pro Grout Ivory Un-sanded 51b (Sku: 051090) 12° Accent Tile Sink Stripe: Shanxi Black Flamed 5cm (Sku: 656881) • Pendant light ATG Stores (Online Ordering) Call 1-888-500-9541 for information • • Red Pendant Lights: (choices)-Cal Lighting P/N 1034/66S-Cal Lighting P/N 994/6BS-KenRoy Home Stripe Grout: Pro Grout Charcoal Sanded 251b (Sku: 052051} 44301 BS-Access Lighting 28012-1 C (RED)-Elk Lighting 406-1 FR (RED)-Elk 416-15C (RED) The sink area is to be tiled in the white Staturio (applied vertically) with a 1 foot Shanxi Black Flamed strip up the middle from each sink behind the mirror and up the wall. •Some come with canopy (cover where it mounts to ceiling electrical box) but some do not. If necessary, you must order a 4° canopy for each fixture. (Consult with Electrician) APPROVED SUPPLIER For these items is The APPROVED SUPPLIER for pendant lighting is ATG STORES. If any item requires substitution, The Tile Shop. 516-539-3680 (You must speak to Amala Luncheon) Headquarters must approve the substitution. 1 2 Bathroom Lighting Lockers and Benches •Bathroom Vanity Lights: Jesco WS307H-3. (Glass) Install over each mirror in bathroom build. .Penco 2 tier lockers Onewide #68121 R. Three Wide #68123R Color 073 Champagne The APPROVED SUPPLIER for vanity lighting is ATG STORES. If any item requires substitution, PROJECT Headquarters must approve the substitution •Maple Bench #9611 36" min. length •Drop Ceiling: 2x4 (18 cell grid) or 2x2 (9 cell grid) Recessed grid Troffers preferred. Locker rooms have Penco Lockers. They are available as single or banks of 3. Footprint is 12°x12". These should be anchored to wall. Order footplates to cover bottom legs and numbers which get riveted I LOVE KICK BOXING -Emergency Power and Exit lights: As required in your location. in place after lockers are installed. NIMBUS CENTER The SUGGESTED retailer for this is CONTRACTORS LIGHTING. You may choose your own vendor for Only order assembled OI 1 5 SW NIMBUS AVE. only. suiTe zoo< 250 this item provided it is the exact items listed. If any Rem requires substitution, Headquarters must approve PORTLAND, OP 97223 the substitution. Benches are maple order by length and pedestal mount onto floor. The SUGGESTED retailer for these items is Big Dog Lockers. (Ric Michaels 412-680-2570) You may Pro Shop Lighting choose your own vendor for this item provided it is the exact items listed. If any item requires substitution, Headquarters must approve the substitution. SHEET TITLE Black track lighting preferred to illuminate the pro shop walls and merchandise. Headquarters recommends Faux Brick LED bulbs. They are energy efficient and require less frequent replacement. You may choose a vendor of The faux brick is basically a 48 hardboard panel installed as any interior paneling. It is manufactured by your choice for this item. DPI. Lowes # 13964 288 Gaslight 11 Brick Hardboard. May require special order in store. Paint Colors - All paint is Benjamin Moore Eggshell finish. Home Depot product number# 103735. May require special order in store. -Tan # 1061 - Reception, Workout area, hallways Reception Counters REQUIRED •Black#PM-9 Each was custom built to fit the space. (See descriptive picture for details) EQUIPMENT Usually one impact wall for ILKB logo Space permitting should have two work stations. Absolute Black Granite was used for the countertop. •Linen White #912 - inside bathrooms, locker rooms and changing areas. Please Note: Some facilities may require a black accent wall. This wall will be determined when you receive your ILKB concept from 4 Headquarters. In addition, your mat area will contain a 12"tall x 4' deep wooden box. The paint color of this box will be determined by Headquarters. You may choose your own vendor for this Rem provided it is the exact items listed. If any item requires substitution, Headquarters must approve the substitution. Wallcovering •Dark Tan LW2-002 for Tan#1061 walls -Light beige LW2-005 for Linen White walls Wallcovering is used to protect lower half of wall wherever people will walk with gym bags etc. They are placed below the chair rail. PAGE NUMBER The difference between these 2 colors is extremely subtle. Use caution. The APPROVED SUPPLIERS for the wallcovering is Gold Crest (516-478-7214 —Neil or Alex) A5 3 The written dimensions on this plan supercede scaled distances DO NOT SCALE THE DRAWINGS Any variations from conditions and dimensions shown on the drawings shall be reported to Ronald L Klef, for resolution prior to proceeding with the work; otherwise, the contractor shall be solely responsible for the cost of any necessarywork