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14058 SW MILTON COURT-5Y _ YI t yy �f G c w�l I at. '• i r t J } - • ,Jn ,r..,.,i,. .,b+.-.r•crmale.........,asw...k...u•.ww_..>w..�..r....:ar u,:r.,.w+tiWc4pw�mw,uvWw,ew«I N r N �M N cr0'ry'0 QJ .- - - L M NN M NN QNN. OREGON ° � Jx TIGARD , da �- � t WEST.. ON ANC. OWNER 14058 SW MILTON COURT w PORTLAND, OREGON 97224 ��, TELEPHONE: 503-598-8700 FAX: 503-598-4545 ion' z CONTACT: DAVID GOODHEAD 0� ,i �uv TBD CONTRACTOR �- 8� STREET ADDRESS �o CITY, STATE ZIP TELEPHONE: FAX: J CONTACT: Ld CIDAv INC. ARCHITECT 0 0 4445 SW BARBUR BOULEVARD, SUITE 200 PORTLAND, OREGON 97201 TELEPHONE: 503--226- 1285 Li I FAX: 503-226- 1670 ` CONTACT: JENNIFER BEATTIE 0 J 0 Z - 0 LEGAL DESCRIPTION EXISTING BUILDING CODE INFORMATION W a � • FROM ORIGINAL PERMIT -•- CITY OF TIGARD -- 1996 TAX LOT: 5900 + 5901 OCCUPANCY CLASSIFICATION: B2o .5. 0 TAX MAP: 25 12EA CONSTRUCTION TYPE: III-N GOI I ALLOWABLE BUILDING AREA: 12000 SF ^ 12ASIC:YAR (43'): 3450 SF to a. cn -- – v �' LL. z a TOTAL: 15450 SFLo J = Nr W 0 ZONING CODE INFORMATION m a BUILDING AREA: 12474 SF N �I V) ' FROM ORIGINAL PERMIT -- CITY OF TIGARD r. wX W L� a PARKING SPACES REQUIRED: REQUIRED TOILET ROOMS:45 _-- ~ o i OFFICE: 5945 SF 0 2.7/1000 SF' - 16.1 SPACES WATER CLOSETS LAVATORIES t: = I a 4 �, MANUFACTURING: 1221 SF O 1.6/1000 SF - 1,9 SPACES M F M F �� ui u a OFFICE: 200 SF/OCC 0 5945 SF - 29.73 OCCUPANTS 1 r 1 1 1 DRAWN 6v. CMW LLJ a J = WAREHOUSE: 5242 SF O .5/1000 SF - 2.6 SPACES 1 CHECKED BY IMB _� z �t 8 W WAREHOUSE:�QQ SF/OCC O 4E3 SF = 12,9 OCCUPANTS -- y Ti 1T SPACES�: 21PACES REQUIRED: 2 2 2 2 s� . H1APICAPPED ACCESSIBLE: 1 PROVIDED (EXISTING): 3 2 2 2 � �' r' PARKING SPACES PROVIDED: (EXISTING) 9 '�' I 1 12 I _ EXISTING INSULATION q t w TYPE SIZE PROVIDED SIT— �— i SW BONITA ROAD � STANDARD 8 -6 x 18' 6 25 COMPACT 8' x 17' 9 1. R-19 - UNDERSIDE OF ROOF STRUCTURE a U i OR r'I 1!Z02/05 BUILDW PERMIT • • • A • • • • HLC ACCESSIBLE '-6" x 1Q - _ 2. R-•19 - DIMISING WALLS SW MILTON COURT —' -- TOTAL: 36 3. R-13 - FURRING WALL O CONCRETE TILT-UP WALL 2 / 4. R-1 1 - SOUND ATTENUATION ,E D DATE DEFERRED SUBMITTALS 10/19/05 J BUILDING PERMIT 4 MECHANICAL NMTH -. 11/02/05 i ELECTRICAL 1 VICINITY MAP -- PLUMBING CS NO SCALE C"nhKf�t,. - -- 1�{L�,,,,. t�1I1�1IT1"i. �iU '1-'AWING TiTI E � 7 COWER SHEET � Of FICE COPY al j csi , JOB 050090.01 0 : " Cp ' asrptYWwNW.r -UI���1N8�11Ma'lii4wN >�IIIII�II 2 a III 12 3 17 I 19 20 21 22 23 24 25 26 LE39LITY 81EiR 1111 10 III 1 IIII 1 II-II 1 IIII 1 Illi 4. d4fs'..k�i,y .:, ,4 f. F , 28 29 30 OF lu N. M. y f tr #: �. ql A I 1: f Li nit {4' mi .G.` rid II�Yirii/ i'aoluiuynLlt'M1WYli'I�A ._ -: .„ ... .. ,.. ,.:..;.......,.,-.,,............ ..: .........:-- o .,..u....w.ro.'.,:o<dde«...m..�l. ' .Y1lw".:�wau�buWba(� tid:,3:Y:�., .. rFA,viwn:..;rvv..w da r.,an".fevMr.x«•,t.vuw..�ua...�a r,:.u:n.,... a.z. .,,._... .:....._.. .._. _. _ 0 0 GENERAL NOTES: N y W DIVISION 1: GENERAL. REQUIREMENTS DNISION 6: WOOD AND PLASTICSDIVISION 15: MECHANICAL w APPLICABLE CODES ON MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE CARPENTRY: ALL LUMBER AND PLYWOOD TO BE GRADE MARKED IN ACCORDANCE WITH ONE OF THE MECHANICAL: ALL WORK SHALL BE DESIGNED IN ACCORDANCE WITH 'THE INTERNATIONAL MECHANICAL CODE THE INTERNATIONAL o AND APPLICABLE STATE AND FEDERAL SAFETY ORDERS. ALL REFERENCES TO CODES, SPECIFICATIONS AND FOLLOWING AGENCIES: WEST COAST LUMBER INSPECTION BUREAU "STANDARD GRADING RULES FOR WEST PLUMBING UP L 0 CODE, AND STATE OF OREGON AND LOCAL JURISDICTION REQUIREMENTS. ALL NEW WORK TO MEET CURRENT ENERGY i _rn STANDARDS SHALL MEAN AND ARE INTENDED TO BE THE LATEST EDITION, AMENDMENT-, AND/OR REVISION OF COAST LUMBER' WESTERN WOOD PRODUCTS ASSOCIATION "GRADING RULES FOR WESTERN LUMBER" CODES. THE MECHANICAL. WORK SHALL BE PERFORMED ON A DESIGN-BUILD BASIS, REFER TO THE DESIGN-BUILD DRAWINGS M SUCH REFERENCE STANDARD IN EFFECT. AL1. WORK TO CONFORM TO ADA ACCESSIBILITY REQUIREMENTS, AND LOCAL ENERGY CODES. AMERICAN PLYWOOD ASSOCIATION. AND SPECIFICATIONS FOR MORE INFORMATION. ♦ 00 NAILING: IN ACCORDANCE WITH 2004 OSSC TABLE. 2304.9.1 m N THE CONTRACTOR SHALL VERIFY AND C014FIRM ALL DIMENSIONS AND CONDITIONS SHOWN OR IMPLIED r THE MECHANICAL WORK SHALL MEET, BUT NOT BE LIMITED TO, THE FOLLOWING REQUIREMENTS: r FRAMING ANCHORS: SIMPSON STRONG-TIE POWDER DRIVEN Q 0r � I ON THE DRAWINGS AND GENERAL NOTES AS WELL AS THE PHYSICAL CONDITIONS OF THE BUILDING AND ANCHORS: UTAARK t/4" SHANK H95, X147095 HVAC m 0 N r SITE, NOTIFY THE ARCHI fECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. N N � ri CABINET WORK: PROVIDE CABINET WORK OF CUSTOM OR STANDARD MANUFACTURERS IN LOCATIONS AS INDICATED ON PLANS THE HVAC DESIGN-BUILD CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE AND OPERATIVE HVAC SYSTEM TO T A u3i Z 0 0 CONTRACTOR SHALL DETERMINE THE EFFECT OF CONSTRUCTION ACTIVITY 8Y OWNER'S PERSONNEL AND WITH ALL TRIMS REQUIRED TO AFFECT A NEA•f AND COMPLETE INSTALLATION. PROVIDE SEPARATE TOPS FOR ALL BASE EE ALL g� STATE AND LOCAL CODES. UNITS ARE TO BE A MINIMUM OF 400 5F PER TON. MAXIMUM UNIT .SIZE IS 7 1/2 TONS USE OTHER CONTRACTORS. ADDITIONAL COMPENSATION VsILL NOT BE GIVEN FOR DELAYS CAUSED BY OTHER CABINETS, CABINETS SHALL HAVE EUROPEAN STYLE HINGES OF GOOD QUALITY AND CHROME WIRE PULLS, INTERIOR OF ECONOMIZERS ON UNITS 5 TONS OR ABOVE. HVAC CONTRACTOR TO CONTRACT WITH BUILDING STRUCTURAL � c Ir U ,. ENGINEER C x 'a CONTRACTORS AND OWNER'S PERSONNEL WORKING AT THE SITE. VERIFY THAT EQUIPMENT AND CABINET SHALL BE CONSTRUCTED OF MELAMINE, COLOR TO BE COORDINATED TO EXTERIOR OF CABINET. RECORD FOR CALCULATIONS AND DETAIL OF UNITS OVER 400 LBS. UNITS OVER 1200 SBS ARE NOT ACCEPIA _ a O W c FIXTURES ARE COMPATIBLE WITH EXISTING UTILITY SYSTEMS, VERIFY THAT SYSTEMS, FIXTURES, AND COUNTERTOPS/FRONTS/AND SIDES: COUNTERTOPS, FRONTS, AND SIDES SHALL HAVE PLASTIC LAMINATE. PRODUCT AND CONTRACTOR TO SUBMIT ZONING PIAN OF TENANT SPACE WITH BID. ACCEPTABLE BRANDS FOR HVAC UNITS ABLE HVAC EQUIPMENT WILL FIT IN THE SPACE PROVIDED. RESOLVE SPACE CONFLICTS WITH ARCHITECT/ENGINEER RE TRANE, COLOR TO BE SELECTED BY ARCHITECT. COUNTER TOPS SHALL HAVE A 4" BACKSPLASH. LENNOX, OR BRYANT, ALL INSTALLATION, DUCTING, GRILLS, PIPING, CONTROL WIRING, THERMOSTATS, ROOF CURBS, ETC. TO PRIOR TO ROUGH—IN. PROVIDE AND MAINTAIN TEMPORARY FACILITIES AND CONTROLS REQUIRED FOR PROPER PERFORMANCE MILLWORK: ARCHITECTURAL MILLWORK AND CABINETRY SHALL BE OF A CONSTRUCTION QUALITY EQUAL TO THAT OF THE BE PROVIDED BY HVAC CONTRACTOR. SUBMIT OF THE WORK --- COORDINATE WITH OWNER: ARCHITECTURAL WOODWORK INSTITUTE (AWI). SUBMIT SHOP DRAWINGS FOR A/E RFVIEW. ALL WORK SHALL INCLUDE A ONE YEAR PARTS AND LABOR WARRANTY A. TEMPORARY UTILITIES SUCH AS WATER, ELECTRICITY, THE HVAC SYSTEM SHALL BE DESIGNED TO MAINTAIN 78 DEGREES INDOORS ON A 95 DEGREE OUTDOOR DAY AND "TELEPHONE AND FAX; OMSION 7: THERMAL AND MOi.,"TURE PROTI:CSION 68 DEGREES ON A 27 DECREE OUTDOOR DAY B. SANITFIELD OFFICES AND SHEDS; THERMAL INSULATION: R-13 BATT INSULA11ON WITH KRAFT BACKING AT EXTERIOR FURRED WALLS AND AT INTERIOR WALLS { C. SANITARY FACILITIES; HVAC UNITS SHALL BE LOCATED ON ROOF, ADJACENI TO A GIRDER, TO OR WEAR A STRUCTURAL COLUMN, A� INDICATED D. ENCLOSURES Sl1CH AS TARPAULINS, BARRICADES, AND CANOPIES; AS INDICATED ON PLANS. R-19 BAIT INSULATION AT INTERIOR WALLS AS INDICATED ON PLANS. INSULATION TO HAVE A � � r E ENVIRONMENTAL CONTROLS, SUCH AS DUST, DEWATERING, WEATHER AND MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 450. R—VALUES INDICATED ON ON PLANS. ROOF PENFTRAIiONS AND SUPPORTS FOR ALL ROOFTOP EQUIPMENT SHALL BE: FRAMED PER THE STRUCTURAL FIRE PROTECTION. PLANS REPRESENT MINIMUM PERFORMANCE REQUIREMENTS. BATT INSULATION INSTALLED IN METAL OR WOOD FRAMED ENGINEER'S DRAWINGS. NEW ROOF TOP UNITS MUST BE 25' FROM FRONT OF BUILDING AS REQUIRED BY CITY CODE. °D WALLS SHALL ALSO BE INSULATED TO THE FULL DEPTH OF THE CAVITY, UP TO 6 INCHES IN DEPTH PER IBC TABLE I3E. ?K MAINTENANCE AND REMOVAL: MAINTAIN ALL TEMPORARY FACILITIES AND CONTROLS AS LONG AS NEEDED FOR THE SAFE AND PROPER COMPLETION OF THE WORK. REMOVE ALL TEMPORARY FACILITIES SOUND INSULATION: 3 1/2" SOUND ATTENUATION INSULATION AS NOTBOTTOM DISCHARGE UNITS SHALL BE INSTALLED WITH A LEVELED MANUFACTURED CURB N ED ON PLANS. AND CONTROLS AS RAPIDLY AS PROGRESS OF THE WORK WILL PERMIT. WHEN MULTIPLE ROOF TOP UNITS SERVE ONE SPACE, NUMBER EQUIPMENT AND CORRESPONDING THERMOSTATS 0 IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE CERTAIN THAI ALL EQIJIPMFNT, PRODUCTS AND MATERIALS SELECTED BY CONTRACTOR, SP FOR CONTRACTOR R THEIR SUBCONTRACTORS OR MATERIALS SUPPLIERS, DMSION 8: DOORS AND WINDOWS EACH HVAC UNIT SHALL BE CONNECTED TO AN AUTO CHANGE HEATING/COOLING THERMOSTAT, INSTALL SMOKE DETECTORS AT HVAC 5 TON OR MORE REGAf'DLESS OF CFM OR AS REQUIRED BY CODE, CONFORM TO REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. APPROVAL OF MANUFACTURER DOES HOLLOW METAL DOOR AND RECITE FRAMES: KNOCK-DOWN SPLIT TYPE: 18 GAGE ROLLED STEEL, TIMELY OR EQUAL, MANUFACTURER'S NOT RELIEVE CONTRACTOR OF RESPONSIBILITY FOR PROVIDING MATERIALS AND EQUIPMENT WHICH COMPLY STANDARD FINISH SELECTED BY ARCHITECT. HOLLOW METAL: SDI 100 GRADE III, 16 GA. STEEL, WELDED CORNERS, C60 GALVANIZED PLENUMS AND DUCTS SHALL BE GALVANIZED METAL WITH INTERNAL OR EXTER14AL INSULATION. FINAL CONNECTIONS TO 114 WITH CONTRACT DOCUMENTS. BONDERIZED AND PRIMED SHOP FINISH, COLOR TO MATCH EXISTING, 2 INCH FACE, 5/8 INCH STOP WITH 1/2 INCH FRAME RETURN THE REGISTERS SHALL BE MADE WITH A MAXIMUM 7' SOFT FLEX DUCT FOR SOUND ATTENUATION.. VOLUME DAMPER in E D r: . SHALL. BE INSTALLED BEFORE R.EX AT EACH SUPPLY REGISTER WITH HANDLE ACCESSIBILITYZ N PRODUCTS USED IN THE" WORK SHALL BE PRODUCED BY MANUFACTURERS REGULARLY ENGAGED IN AT THROAT' MANUFACTURER OF SIMILAR ITEMS, WITH A HISTORY OF SUCCESSFUL PRODUCTION ACCEPTABLE TO WOOD DOORS: QUALITY STANDARD OF THE ARCHITECTURAL WOODWORK INSTITUTE (AWI) IS, BY REFERENCE, PART OF THE DOCUMENT. ALL CONDITIONED AREAS SHALL HAVE A SUPPLY REGISTER AND DUCTED RETURN REGISTER TRANSFER GRILLS ARE NOT ARCHITECT/ENGINEER. 1 3/4" SOLID CORE DOORS TO MATCH EXISTING. COLOR/STAIN TO MATCH EXISTING. RELOCATED EXISTING DOORS WHERE PERMITTED FOR RETURN AIR. SUPPLY AND RETURN AIR REGISTERS SHALL HAVE WHITE BAKED ENAMEL 2' X 2' WITH A cr�i USF ADEQUATE NUMBERS OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN POSSIBLE. PERFORATED FACE, FLUSH MOUNTED. SUPPLY AIR REGISTERS SHALL HAVE A 4-WAY BLOW. THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND DOOR HARDWARE: LEVER-ACTION LOCKSETS AND LATCHSETS WITH FINISH TO MATCH EXISTING. HARDWARE FUNCTIONS AS FURNISH AND INSTALL AN EXHAUST FAN WITH MINIMUM 60 CFM IN NEW TOILET ROOMS. THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK. NOTED ON DOOR SCHEDULE -- COORDINATE WITH OWNER. ALL NEW HARDWARE SHALL MEET ADA ACCESSIBILITY DELIVER THE WORK TO THE JOB SITE IN SUCH QUANTITIES AND AT SUCH TIMES TO ASSURE THE REQUIREMENTS. PROVIDE GAS UNIT HEATER(S) AS NEEDED TO PROVIDE FREEZE PROTECTION AT 45 DEGREES WITH THERMOSTATS AT UNIT. CONTINU11Y OF THE INSTALLATION. STORE UNITS AT THE JOB SITE IN A MANNER TO PREVENT PHYSICAL GLASS AND GLAZING: ALL GLASS TO CONFORM TO LATEST EDIT%ON OF THE INTERNATIONAL BUILDING CODE, CHAPTER 24. GLAZING IN CONNECT ALL TENANT HVAC AND GAS UNIT HEATERS TO NEW TENANT GAS METER BASE. DAMAGE, AND IN A MANNER TO KEEP ALL MARKINGS VISIBLE. ACCORDANCE WITH FGMA, AAMA, AND SIGMA RECOMMENDATIONS. GAS LINES MUST BE RUN INSIDE THE BUILDING. WHEN PIPING RUNS THROUGH OCCUPIED SPACES, COORDINATE INSTALLATION USE ALL MEANS NECESSARY TO PROTECT THE MATERIALS BEFdRE, DURING AND AFTER INSTALLATION AND TEMPERED GLASS: PROVIDE TEMPERED GLAZING IN DOORS, ENTRANCES, OR OTHER TRAFFIC AREAS IN ACCORDANCE WITH UBC. WITH OWNER AND TENANTS. TO PROTECT THE WORK AND MATERIALS OF ALL OTHER TRADES. PROVIDE A LABEL ON EACH PIECE SHOWING COMPLIANCE. INSTALLATION AND MAINTENANCE PACKETS ON ALL EQUIPMENT SHALL BE PROVIDED TO OWNER. MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED, INSTALLED, PLATE OR FLOAT GLASS IN ACCORDANCE WITH FEDERAL SPECIFICATION DD—G-451, TYPE I, CLASS I, QUALITY Q3. CONNECTED, ERECTED, USED, CLEANED, AND CONDITIONED AS DIRECTED BY THE RESPECTIVE HVAC UNIT CONTROLS ARE TO BE LOCATED WITHIN THE ILNANT'S SPACE. 1 MANUFACTURERS, UNLESS OTHERWISE SPECIFIED. TEMPERED GLASS DO-G-1403, KIND FT, CONDITI^N A, TYPE I, CLASS I, QUARTER INCH THICK. 0 WHEN PRODUCT DATA IS REQUIRED BY A DIVISION IN THE GENERAL NOTES, SUBMIT MANUFACTURER'S PREPARATION AND GLAZING SHALL CONFORM TO APPLICABLE RECOMMENDATIONS IN THE FGMA GLAZING MANUAL AND GLAZING, SEALING DMSION 16: EI.ECTRCAL. CATALOG SHEETS, BROC;iURES, DIAGRAMS, SCHEDULES, PERFORMANCE CHARTS, ILLUSTRATIONS, AND OTHER SYSTEMS MANUAL. .2 DESCRIPTIVE DATA ON MANUFACTURED PRODUCTS AND SYSTEMS. CLEARLY INDICATE ON PRODUCT DATA ELECTRICAL: ALL MURK SHALL BE DESIGNED IN ACCORDANCE Wf"' THE NATIONAL ELECTRICAL CODE AND STATE OF OREGON Ld LITERATURE WHICH INFORMATION IS PERTINENT TO THE SUBMITTAL. SUBMIT SIX COPIES OF PUBLISHED AND LOCAL JURISDICTION REQUIREMENTS. ALL LIGHTING SHALL Mr-ET CURRENT ENERGY CODE REQUIREMENTS. THE ELECTRICAL N PRODUCT DATA SHEETS AND SHOP DRAWINGS. DIVISION 9: FINISHES MWORK ORE HALL BEOPERFORMED ON A DESIGN-BUILD BASIS. REFER TO THE DESIGN-BUILD DRAWINGS AND SPECIFICATIONS FOR LL WHEN SHOP DRAWINGS ARE REQUIRED BY A DIVISION IN THE GENERAL NOTES, SUBMIT SHOP DRAWINGS GYPSUM BOARD: COMPLY WITH ASTM C-36. INSTALL IN ACCORDANCE WITH ASTM C-840. PROVIDE FINISH AS INDICATED. I SHOWING SHOP ASSEMBLY, F!'71_0 MEASUREMENTS, CONNECTIONS, DETAILS, DIMENSIONS, FINISHES, AND CEILING SUSPENSION SYSTEM: PROVIDE AS INDICATED ON REFLECTED CEILING PIAN WITH ALL COMPON"NTS AND MECHANICAL FASTENERS THE ELECTRICAL WORK SHALL MEET, BUT NOT BE LIMITED TO, THE FOLLOWING REQUIREMENTS: O FASTENERS. PROVIDE SHOP DRAWINGS 1'0 A SCALE LARGE ENOUGH TO INDICATE PROFILES AND FOR COMPLETE INSTALLATION. CONNECTIONS TO OTHER WORK. SUBMIT SIX COPIES OF SHOP DRAWINGS. SUSPENSION SYSTEM SHALL COMPLY WITH ASTM C-635, "METAL SUSPENSION SYSTEMS FOR ACOUSTICAL ELECTRICAL & LIGHTING:WHEN PRODUCT SAMPLES ARE REQUIRED BY A DIVISION IN THE GENERAL NOTES, SUBMIT PRODUCT TILE AND LAY-IN PANEL. CEILING". INSTALLATION SHALL COMPLY WITH ASTM C-636, "INSTALLATION OF METAL CEILING SUSPENSION SYSTEMS...". PROVIDE SEISMIC RESTRAINT IN ACCORDANCE WITH UBC STANDARD #47-18. FISSURED TEXTURE OF PANELS TO BE U THE ELECTRICAL DESIGN-BUILD CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE AND OPERATIVE ELECTRICAL SYSTEM SAMPLES OF SUFFICIENT SIZE TO CLEARLY ILLUSTRATE CHARACTERISTICS OF PRODUCTS AND SYSTEMS. APPROVED BY ASUBMIT ACCURATE COLOR, PATTERN, AND TEXTURE SAMPLES OF SPECIFIED PRODUCT�, SUBMIT B/ETO MEET ALL STATE AND LOCAL CODES. PROVIDE ENERGY COMPLIANCE CODE LIGHTING CALCULATIONS 'NHERE REQUIRED Y CODE. � THREE SAMPLES. 2X4 'SECOND LOOK' SUSPENDED CEILING: SYSTEM TO MATCH EXISTING. STORE REMOVED CEILING TILES ON-SITE FOR REUSE PROVIDE 1" CELL PARABOLIC LOUVER 2' X 4' OR 2' X 2' FLUORESCENT FIXTURES T MAT IN NEW CEILING SYSTEM. REPLACE DAMAGED CEILING TILES IN EXISTING AREAS. 0 CH CEILING TILE DIMENSIONS, T9 0 WHEN DESIGN DATA IS REQUIRED BY A DIVISION IN THE GENERAL NOTES, SUBMIT DCSIGN DRAWINGS AND TAMPS, AND ELECTRONIC BALLASTS FOR INTERIOR LIGHTING, PROVIDE FIXTURES NECESSARY TO PRODUCE 65-70 FOOT v � CALCULATIONS FOR EQUIPMENT AND SYSTEMS DESIGNED BY SUBCONTRACTORS. OBTAIN APPROVAL OF c Z 2X4 SUSPENDED CEILING: SYSTEM TO MATCH EXISTING. STORE REMOVED CEILING TILES ON—SITE FOR REUSE IN NEW CANDLES S, WORKING SURFACE HEIGHT (30 INCHES) THROUGHOUT WORK SPACES, 40 FOOT—CANDLES AT FLOOR LEVEL IN SUBCONTRACTOR DESIGNED EQUIPMENT AND SYSTEMS 9Y LOCAL BUILDING OFFICIALS PRIOR TO START OF CEILING SYSTEM. REPLACE DAMAGED CEILING TILES IN EXISTING AREAS. CORRIDORS, AND 20 FOOT—CANDLES AT FLOOR LEVEL IN STORAGE AREAS MEASURED ONE FOOT ABOVE. LIGHTING LEVELS J u O CONSTRUCTION OF SUBCONTRACTOR DESIGNED EQUIPMENT AND SYSTEMS. SUBMIT DESIGN DRAWINGS SHALL I A BE DESIG ND CALCULATED BASED ON ILLUMINATION ENGINEERING SOCIETY 70NAL CAVITY METHOD. LIGHTINGr^ AND CALCULATIONS BEARING THE SEAL AND SIGNATURE OF AN ENGINEER REGISTERED IN THE STATE OF SHALL BE PROVIDED USING NO MORE THAN 2 WATTS PER OCCUPIABLE SQUARE FOOT. .� V OREGON. SUBMIT THREE OPAQUE PRINTS OF ALL SUBMITTALS AIJD ONE REPRODUCIBLE TRANSPARENT VCT. PROVIDE VINYL COMPOSITION TILE IN LOCATIONS INDICATED. 12" X 12", 1/8" GAUGE TILE. PREPARE SUBFLOOR AND INSTALL Z PER MANUFACTURER'S RECOMMENDATIONS. PRODUCT & COLOR TO BE SELECTED BY ARCHITECT. PROVIDE BATTERY OPERATED BALLASTS WITHIN BASE BUILDING STANDARD LIGHTING FIXTURES THROUGHOUT THE SPACE IN V,J COPY OF SUBMITTALS LARGER THAN 8-1/2 BY 11 INCHES. ORDER TO PRODUCE EGRESS LIGHTING LEVELS AS REQUIRED BY CURRENT IBC AND OREGON STATE REQUIREMENTS. WHEN PRODUCTS AND SYSTEMS ARE TO BE FABRICATED AND INSTALLED AT THE SITE, SUBMIT STATIC DISSIPATED VCT: PROVIDE STATIC DISSIPATED VINYL. COMPOSITION TILE IN LOCATIONS INDICATED. 12" X 12", 1/8" GAUGE (� BACK— TILE. PREPARE SUBFI.00R AND INSTALL PER MANUFACTURER'S R'tCO' NENDATIONS. PRODUCT & COLOR TO BE SELECTED BY PROVIDE HARDWIRED BATTERY' 0 �Q OPERATED EXIT SIGN FIXTURES TO CLEARLY INDICATE THE PATH OF EGRESS MANUFACTURER'S FABRICATION AND INSTALLATION INSTRUCTIONS FOR EACH PRODUCT AND SYSTEM TO � O t THE ARCHITECT/ENGINEER AND KEEP ONE COPY AT THE SITE WITH PROJECT RECORD DOCUMENTS. ARCHITECT. THROUGHOUT THE ;PAGE AS REQUIRED BY CURRENT IBC AND OREGON STATE REQUIREMENTS. P , SUBMIT FOUR COPIES OF MANUFACTURER'S FABRICATION AND INSTALLATION INSTRUCTIONS TO THE PROVIDE 110 DUPLEX OUTLETS AT i v v RUBBER COVE BASE: PROVIDE ALL RUBBER BASE IN CONTINUOUS ROLLS FOR 1HE LOCATIONS AS FOLLOWS: LE ( ) PER EVERY 10 LINEAL FEET OF SHEET ROCKED WALL FOR OFFICE AREAS AND ARCHITECT/ENGINEER. A MINIMUM OF (.3) OUTLETS PER OFFICE AS INDICATED. WALL PLATES SHALL BE WHITE UNLESS OTHERWISE NOTED. REVIEW SUBMITTALS PRIOR TO SUBMITTING TO THE ARCHITECT/ENGINEER AND VERIFY THAT SUBMITTAL CONFORMS AT CARPETED AREAS: 4" COVE RUBBER BASE. Q TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. REVIEW FIELD MEASUREMENTS AND FIELD CONDITIONS, AT VCT OR SDVCT: 4" COVE RUBBER BASE. PROVIDE 4-PLEX RECEPTACLES AT 40" ABOVE FINISH FLOOR AT (1) PER EVERY 4 LINEAL FEET OF SHEET ROCKED V) �n DELIVER SUBMITTALS WITH REVIEW STAMP AND SIGNATURE OF' CONTRACTOR. INCLUDE WITH EACH SUBMITTAL ACCEPTABLE MANUFACTURER: FLEXCO WALLFLOWERS, ROPPE, COLOR TO BE SELECTED BY ARCHITECT. WALL FOR LAB AREAS. WALL PLATES SHALL BE WHITE UNLESS OTHERWISE NOTED. u a WRITTEN NOTIFICATION TO ARCHITECT/ENGINEER WHEN SUBMITTAL INCLUDES DEVIATION FROM REQUIREMENTS OF CONTRACT DOCUMEN1S. IMMEDIATELY INCORPORATE CORRECTIONS IN SUBMITTALS AND RESUBMIT SUBMITTALS CARPET: PROVIDE 28 OZ. NYLON LOOP CARPET FOR DIRECT GLUE-DCWN APPLICATION, PROVIDE MISCELLANEOUS REDUCER STRIPS O Q ;`' FOR FURTHER REVIEW WHEN REQUESTED BY ARCHITE.;T/ENGINEER. CARPET TAPE, ETC. FOR COMPLETE INSTALLATION. PRODUCT AND COLOR TO BE SELECTED BY THE ARCHITECT. ALL WIRING TO BE COPPER. NO SURFACE RUN PVC CONDUIT IS ALLOWED. ARCHITECT/ENGINEER WILL REVIEW SUBMITTALS FOR CONFORMANCE WITH NFORMATION GIVEN AND THE DESIGN PAINT: PROVIDE PA:NT FOR THE LOCATIONS AS FOLLOWS: WIRE ONE (1) 4' SINGLE TUBE FLUORESCENT FIXTURE ADJACENT TO OR ABOVE THE ELECTRICAL PANEL TO PROVIDE s CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS. CONTRACTOR'S RE 3PONSIBIUTY FOR DEVIATION IN CONTINUOUS 24 HR. LIGHTING. SUBMITTALS FROM CONTRACT DOCUMENTS IS NOT RELIEVED BY ARCHITEC /ENGINEER'S REVIEW OF SUBMITTALS, NEW INTERIOR WALLS: ONE COAT LATEX OR PVA GYPSUM PRIMER AND TWO COATS EGGSHELL LATEX. e` UNLESS ARCHITECT/ENGINEER GIVES WRITTEN ACCEPTANCE OF SPECIFIC DEVIATIONS. EXISTING WALLS: GYPSUM PRIMER (OUCH—UP AND TWO COATS EGGSHELL LATEX. COLOR TO BE SELECTED BY ARCHITECT. AUDIBLE FLOW ALARM: PROVIDE (1) AT RECEPTION AREA IF REQUIRED BY CODE. CONNECT TO EXISTING FIRE ALARM SYSTEM CONCRETE WALLS: PROVIDE ALTERNATE TO PAINT EXISTING CONCRETE: WALLS • DIVISION 2: SITE WORK TELEPHONE Ac DATA: ALL WORK SHALL BE IN ACCORDANCE WITH PERTINENT RECOMMENDATIONS OF THE PAINTING SPECIFICATION MANUAL 'BRAWN e, PROVIDE DATA AND TELEPHONE J BOX AND PULL STRING IN CONDUIT TO ABOVE CEILING FOR INSTALLATION OF DATA CHECKED 6Y PARKING STRIPING: PROVIDE ALTERNATE FOR RESTRIPING PARKING LOT FOR THE PACIFIC NORTHWEST AS PUBLISHED BY THE PAINTING AND DECORATING CONTRACTORS OF AMERICA. AND I ELEPHONE LINES BY OTHERS. ` a ,J ACCEPTABLE SUBSTITUTE PAIN 16,14NUFACTURERS: MILLER, BENJAMIN MOORE, PRATT & LAMBERT. iy DIVLSfDN 3. CONCRETECOORDINATE ELECTRICAL REQUIREMENTS WITH OWNER NOT USED. APPLY ALL PAINTS IN STRICT ACCORDANCE WITH MANUFACTURER'S CAN LABEL REGARDING COVERAGE, THINNING AND DRYING TIMES. DIVISION 4: MASONRY ►.r,� :I NOT ;USED. DMSION 1O: SPECIALTIES • I , [?IVfOORI S: METALS FIRE EXTINGUISHERS AND CABINETS: RECESSED ALUMINUM, WITH FIAT GLAZED DOORS, 9 INCHES BY 24 INCHES 9Y 5-3/4 INCHES. - ,� VIDE IN LOCATIONS AS INDICATED ON PLANS AND AS DIRECTED BY FIRE MARSHALL. a COLD FORMED METAL FRAMING: INDUSTRY STANDARD ASTM A 446, GRADE A PRO � , COMPLY WITH RECOMMENDATIONS OF AISI NORTH AMERICAN SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL. 41DMSION 11: EQUIPMENT STRUCTURAL C—STUDS: PONCHED LOAD BEARING STEEL, 1.250 AND 1.375 INCH FLANGE WITH 1/4 TO 1/2 INCH NOT USED. STIFFENING LIP, SIZE AND GAGE AS INDICATED ON DRAWINGS {sSuIeo oArE`� ED 19/O I DIVISION 12: y' NON--STRUCTURAL C-STUDS: PUNCHED STEEL, 1.250 INCH FLANGE WITH 1/4 INCH STIFFENING, LIP, SIZE AND GAGE PI_JILDING PERMIT + :' AS INDICATED ON DRAWINGS NOT USED. 11/02/05 ACCESSORIES: MANUFACTURER'S STANDARD STEEL TRACK, CIIP ANGLES, REINFORCEMENTS, BRIDGING, ETC. POWDER DMSION 13: SPECIAL CONSTRUCTION (DRIVEN ANCHORS: BY HILTI OR 11W RAMSET SCREW FASTENERS: SELF TAPPING BY HILTI OR ELCO INDUSTRIES. NOT USED. FABRICATION TO COMPLY WITH SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS BY AMERICAN IRON AND STEEL INSTITUTE FOR GALVANIZED STEEL FRAMING OVER WELD AREAS AFTER COMPLETION OF WELDING DIVISION 14: OONVEYMrIi SYST04 INSTALLATION: TO COMPLY WITH .ASTM C 754. INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUDS. SECURE TO NOT USED, FLOOR AS RECOMMENDED 8Y MANUFACUTER, NOT MORE THAN 72 INCHES ON CENTER. SECURE STUDS TO TOP AND BOTTOM TRACKS BY EITHER WELD, RNET OR SCREW AT BOTH FLANGES. DAAW[t) Tilt F SPECIFICATIONS w N a i, G � to U Illl iii!Lm i lll11111111 l Il fI IIIIII.IfI 1111ill uliUlIIIII,I.:I..,...n.._II_I„.I�_...-I.. l..•,_ I_IIIIII lllillii_l:.llll I. „111 .ilclMl.a1VIII � I�,i.l l-i-Jilll'l I lilllf!!II IlIW IIItill IDi �ilI lI � Ii RIP s1Ilo II 12IOnm.l 3 14 18 I I I __._......._._..._....__..�_•__ ............ MI < x$34 ,25 28 27 g8 g9 30 I� h r 1 ' , I. r �t b Ii d 1 Via, f i 0 0 A B C 4-' E mM �nm0 ! m7 � m O N N \ .r CASTINGS I ry n 108 ( Q 0 0 aO ] x Y • .l 11 OFFICE WAREHOUSE 208 I 0109 I SHIPPING AND RECEIVING < w t �C� Q OFFICE C C� r z 1 c t 21 1 I 0 t 4 — F.Q.F. OFFICE — ---� -- — � 212 LABORATORY ' 110 - - - - - - - - - - NG44A9A�1 - - - - - - - - - - - -- - - --r - - - - - - - - - - - - - 2 J —•_._` --�-�'--` i �o. :- i I ( 206 00 WILL CALL WAREHOUSE ! Q 106 �Z � /,rG -- --• ,., \ 210 I •_ - --__\ � F MENS , �----- - ------ P F2 0-5 �G \ 00 I LAS OFFICE LUNCH PHYSICAL k y ( 105 OMENS Lj MEN ---- _ 1 16 t 15 �+_ c w — L � 1 17 i `a OPEN OFFICE cy. �.O OFFICEWOMEN- 1 I Tl 203 i I - - I 1 181 CORR, I li Z OF CONFERENCE i O _ I 104 I h p RECEPTION CONFERENCE 204 r V I ENTRY 101 \ OFFICE M Q OFFICE SALES ACCOUNTING 103 i W I>>.i 1 14 10 2 L - _ _ LLJ 0 Q — -- --- ODS 33'_.0» — —_ 100'-0" --- -- ---- — — ---- ---------_. —. _— 133'-0" _ -NEW TENANT SPACE CURRENT TENANT SPACE DRAWN CHECKED 6-. JMB 0'1 .'9 8F Q2W 9F t NORTH NO SITE WORK NORTH , lSH EXISTING SITE PLAN THIS PERMIT 2 EXISTING FLGGR PLA�1 NOTE. NOTF SITE PLAN PROVIDED FOR EXISTING, EXISIiNG FLOOR PLAN PROVIDED FOR REFERENCE Q ONLY. ALL WORK SHOWN IS EXISTING.t ONLY. CONTRACTOR SHALL VERIFY AN FIR E D CONFIRM �. EXISTING CONDITIONS SHOWN OR IMPLIED ON ISSUE[: L DRAWINGS PRIOR TO START OF CONSTRUCTION. 10/19/05 NOTIFY A/E OF ANY DISCREPANCIES, BUILDING PERMIT 11/02/05 't DPAw riG EXISTING FLOOR RM & SITE PLAN r A0 * w 1 3 {{ U U JOB No: 050090.01 ti yyI1�� 4{il�Itw1'.m,-ri D.... Sr�I��P� � T+,+ww,...-.r.+—w+n+,rn+tw+ wwwo-+."wly. .. . wn+rw...wT ..w —r..wn....n.—__-_—..n......._.nr.....,.w w.w— ..,._._—..—....—.—... .—• ...-.r-.....-m-»+—w--_.-.-..-..._....._a.—._....-+wra..rinrxn—rtnwx .w++.rw...v.. • `TT^'CAi••--.... M..w.A �.—' - --...e-.....-. ::.••Y+.4+.YYMYWYMIIVY 'NNtka544. . + LE318iiiTY STRIP Cm A il � � 14 ily I IlfIt III+IIItI i1'amotill i III1I I3II11+Ifl1l 14 I II i II t I n IIII iItll+Iill IIII i Itlli(dilll+fil1l i0IIII+I{2II i0II21,III l Il2ii l2 tl tl l ti2ll i3 11 1!+Il2ii I4flll iII2II i 8fill Iili t � � I 1 I 1 I 11 �. 20 27 28 20 30 dt - HQNI • l d'g fY,v t 1 I I W t t I , ` I � O I K �y� .t X,it.;. -,'. • M ... _.. - .. _. _ ... .. _.... - ..;i,..oy^u _w�e /•in,-.wro..e.w....o,....,,..R•'.,.....,. ,... ... ,..... _._. ._. ., ,... . .... . S:S U, k M Y ,a , 1 'F Y. S r t 0 N ARCHiTEC T URAL FLOOR PLAN GENERAL NOTES W A B C G E FIRE EXTINGUISHERS SHALL BE LOCATED AS REQUIRED BY SECTION 906, IFC. COORDINATE LOCATION WITH FIRE MARSHALL. _ 133'-0" GLASS USED IN DOORS OR GLAZING LOCATED WITHIN A 24" ARC OF THE NEAREST VERTICAL EDGE OF A DOOR OR IN AREAS > - 33'-0" -------------*- 40'-0" -_ T_ _ 30'-0" T. 30'-0" _ SUBJECT TO HUNAN IMPACT OR OTHER HAZARDOU., LOCATIONS SHALL BE TEMPERED OR OF AN APPROVED SAFETY GLAZING if m n MATERIAL PER SECTION 2406, IHC 1 , n I - - - �c1 m LIGHT AND VENTILATION NOT INDICATED ON THESE PLANS SHALL BE PROVIDED AS PER SECTION 1203 do 1205 OF THE IBC. 0 N I ( +I ' 1 I ALL INSULATION INDICATED ON PLANS SHALL COMPLI WITH OR '-'(CFED THE REQUIREMENTS IN SECTION 719, IBC FOR SMOKE L ;0 N N f ! DENSITY AND FLAME SPREAD. N N ! tiI ° n ' I FE 22 �+ (EX CASTING PROVIDE EXIT ILLUMINATION AND SIGNAGE PER SECTION 1006 k SIGNAGE PER SECTION 1011 OF THE IBC • ,j qrl TORQUE --U- - __ ._ APPLICABLE CODES: ALL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL, STATE, AND LOCAL CODES SPECIFICATI N A v 0 J z I - I 27 14 {Ext SNC) �� kX+ O 5 AND _ o d L STANDARDS SHALL MEAN, AND ARE INTENDED TO BE, 'I r!r LATEST EDITION, AMENDMENT OR REVISICN OF SUCH REFERENCE , STANDARD IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS. 15 CONTRACTOR SHALL COORDINATE WITH OWNER TO PROVIDE ALL NECESSARY TESTING AND COORDINATE ALL REQUIRED INSPECTIONS. ALL HARDWA'tE SHALL COMPLY WITH REQUIREMENTS OF' THE ACA INSTALL A VAPOR BARRIER OF ONE PERM OR LESS AT THE WARM SIDE (IN WINTER) OF ALL EXTERIOR WALLS, ROOF AND CEILING -•---.,__ --- - '--- - --- �� A2.t F t I R-VALUES INDICATED ON PLANS REPRESENT MINIMUM PERFORMANCE REQUIREMENTS, BATT INSULATION INSTALLED IN METAL OR e WOOD FRAMED WALLS SHALL ALSO BE INSULATED TO THE FULL DEPTH OF ''iE CAVITY, UP TO 6 INCHES IN DEPTH PER TABLE 13E 37 j_-_------_.___--___�' � � � ' 2`-' � 6 � ; `�� OF TF,E Lac. � ��' ao 4 I OFFICE i (EXISTING) ,� M� I ENVIRONMENTAL I TESTING LL` y 0 I I (EXISTING) G / � � STORAGE i I lf�t{�-� -- --- _ ---� I 1 ', -- -, (EXISTING) Il._ ` q OF M ====�5 -_______,/_� __-__ ___ toy-• - = (- -1 (t 107-e 1 1 ROOM NUMBER �-� t76-r► LIBRARY �~ i s 6 1C1-A (Iq 28 FF I i I DOOR NUMBER H 122 I 8101-•A RELITE NUMBER `j 13 =____-____�_=_ - 1 r I I I HB +- HOSE BIB �8 I 3413 0- `-• FDO FLOOR DRAIN co �D - - 0 DF DRINKING FOUNTAIN - ADA ACCESSIBLE j� L __. .-. __ _j\_ d { l- — - �C' 35 "'= 1 ODS DOWNSPOUT ---- ` ADMIN. J 1=LOAF I CENTERLINE J -1 Q, � (E) EXISTING 1 I � , I `f - — - (E)FE FIRE EXTINGUISHER d.J " 1 j I °0 2 " " "-""'"" NEW WALL - SEE DETAIL 4/A2 1 & 5/A2.1 .1 wAR�HQI�SE , L I 5'-7' C16 24 i i o? e 17 -� t -� a o :•'.`:':f EXISTING FULL HEIGHT WALL TO BE PARTIAL HEIGHT - SEE DETAIL 7/A2.1 *NO RACKS ABOVE 12'-0" ' ' 11 i� ii UNLESS APPROVED BY CITY OF ��`, JANITOR ! 917. - Az•t 10 g i / 00 ��U� PONY WALL EXTENSION ON EXISTING WALL - SEE DETAIL 6/A2.1 TIGARD UNDER SEPARATE PERMIT. ` 17� / BREAK 1 k M _ _ EXISTING WALL lw I I Aulli u {f t ' i — - 1It DEMO EXISTING WALL DOOR MEN'S ( t!!-A, .I . �� I SERVER � L �/ eq ------ MEN'S I>��auu�u,q ' -`--- I N ROOM PHYSICAL I 1 T.R. E 5'-3" { T { t23 -+4-=•' Q ( XI TING) OIM N I NSLj ��111 Q 112 � I' (( ' i •, 131 MEN'S - 11 _�s e I KEYNOTES � 'PP I�'—�_ 'i _L'j 8,-5• I ' ! yt � -- -- -- - --- �1 C ----------_-- , T.R13E �1 '' — Sri: LNG ! 1 — —O _ RECEIVIN� t� -i � WOMEk ---- - - -- . _.._..---•- -� -------'-- _• 1 ,� :� (EXICTING '' ' 15 4 T R. ' ( 32 1 t1 A - FXISTING CONCRETE TILT-UP WALL ? EREMOVED. pp 1� 130 A2.1 I _ ''Jq_. + - I O 19 EXISTING SLIDING GLASS DOOR U B� REMOVED �.J ii ► _ !�:l!i.�_�_. I )i� `ibis-A r-"T -'------------- I �(v EXISTING FURRING WALL WITH R-13 BATT INSULATIC`I C22) NOT USED w17 = IZ ii 2 L WOMEN1 3EXISTING ALUMINUM STOREFRONT SYSTEM NOT USED T.R.3335 �� I + + ;, s �-j 25 30 t14 �I' C FEREN E EXISTING OvERHEA,p DOOR TO REMAIN 22 RELOCATED FIRE EXTINGUISHER AS REQ'D Z 1 A / r ...r,«. - I I I �EXI$TiNG� ;L�,===__ 4 1 b' 1 d. 14 y •r: . ! ,. , � ,4' 1Nwe•u,L IQw4wi: -:�.Nw'a¢u..v:wiJ.vv.,,+.WaYi+Y•"�+w.:3:Nx.wLlr. -^..."••.. G.a.ws;W.:s.uwy.w.:W,;•.y -Ja.L�:��_ HSry.,,wx.u,+.',r.n r_,• wi. rr.». - . � .n:v.+n:._...r..i�w�:-.+;.'.Vl.".J,:•.+.I...x. ..:Ju..J.va.Wl•.4rwNMMM'a i�ti4uM.. ,1YW4rc .u'.n ,_. .•.-_,,.....;...u,.n._si.•+.-.a.: ;w.:tlwMi.!x. `_:nWIU,!',xul�1�..Y. -iilYi..w:iMW.Ri'!i#'1dWYKiJSYdW�.d. .... A:naFVYoiw':i4 gW4•i.'..4Ym4nYN�Wmw il.'s.::iifMi:wN.iit-4rv1...- I D ' E °o aN !;�'-a" REFLECTED CEILING GENERAL NOTES- -- - ---- ---- --- -- -- - -- - - --- ---- ---- - -- - - - THIS DRAWING IS DIAGRAMATIC AND FOR DESIGN PURPOSES ONLY G 7JASTIN b MECHANICAL AND ELECTRICAL BY SEPARATE PERMIT Jm TORpUE N:1 E. a E TRESS PATH LIGHTING TO BE MINIMUM OF 1 FC ELECTRICAL m�'71NG) `,UBCONTRACTOR TO VERIFY. M- L � o NN NOTE: Z p o ' ' _�' CON'RACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS �n I _ SHCWN OR IMPLIED ON DRAWINGS PRIOR TO START OF J COI;STRUCI 10N. NOTIFY A/E OF ANY DISCRFI'ANi IES a 0 W 11 Q I 1 1 r _ NOTE: STORE EXISTING LIGHT FIXTURES AND CEILING TILES FROM L_MO ' AREAS FOR REUSE IN ALTERED AND NEW CEILING GRIDS. r LEGEND _... ..,�:j r,y7�. ___..t7'�_._L-�. -.._.-I}"... _•J� —,w_•e —.—... FJ I � I � _.- OFFICE ¢ (EXI`'TING) - -- - ENVIR7NAAENTAL �o r 27 + :7771-__ ' - - ; r TESTING $ - ABCA FINISH FLOOR ELEVATION (EXISTING) - 9'--0" UNLESS OTHFRWISE INDICATED Is ___ _ I -..._. - -,• - - - -� ---i•---0 pFFICE/ -- 11 w � I� � wwwwswo ( , � ' I RAR) ~ E�] '- SI 'RAGE ___ice, --`: y ::y — - —r —T ixIIING t25 = __ _ __ __ _ _� t = =- __ � wwww � w � � Ittlr' I z 0 (�-,—y ) --- 7k+ °'�• - ' '` --- - I - - I I NEW ACOUSTICAL TILE CEILING GRID I ; E ,`, O SECOND LOOK' WHERE INDICATED � ,_ ...r. ,.._ _ _ � \ I � , I EXISTING ACOUSTICAL TILE CEILING RI RCHI VE I. .•., ;,,� . �„ 14+ -- p.._•.w� „*�!- .. / _ -; - I---�- -1 - _ -- - -- '�, r- - ;_ 14�.� .__r. I GRID 1E X I S TI G� t2e !`• - _ �r�.'•-_._-�• _ ',.�_. ..� _. ___..�__.__ ; I ! I I a t i ` I -- 'SECOND LOOK' WHERE INDICATED ' _ _ .. I ..... .._ _.. _ I � _F - � - _ _ ,• ,- _- 1• �- .i. �. _.� � I_. EXISTING ACOUSTICAL TILE CEILING GRID ADMIN. TO BE REMOVED STORE AND REUSE .... t .. �» ... l _""�" ( i �I , 1 l `� i ��i ■ - 1� WHERE INDICATED I I >'\ ..__.:•s .w � 1,.,x rr H,�..•"s•,,,� - - ---- ( 1 _ r _.,L... mw. _ .I ,vi�.._ -ra .T._.{-.. .-,•t__ ' r-- --'1 I I ' i .1 ..I• i e -- -� �E EXIT SIGN t, 1 _ ,r ,= prw• �nrtl . .1tr •:r: i I I t ' I ' I _�. �- - - — I i I i I II- i r - - I� " WAR N U ' JANt TOR -�•'- -- ' I •-� - ! J EXHAUST FAN 128 .`. ; ii t2s i I i \ '', I I ' �• 2 X 4 LAY-IN PARABOLIC FLUORESCENT FIXTURE i ' r u-� - f I I, .._. ` �i BREAK � J ....�. _. .< AFF �... .._.}..� .• ..� -... .�.._ ...+.. rsln.l....-� l �.,--- I Li , I :._ ■ i I• I ■ •�•-� (E)E EXISTING 2 X 4 LAY-IN PAP'rjOLIC FLUORESCENT I, I _...k,,.=..y.Y..... .. .�,.- ..•:,. tw:�, . 1� �.._�r►_ r.. i i ■ - — - - - - FIXTURE TO REMAIN ii i' "• - .1. _ _ ._.wa:a�. J. ... _ '�►►`.ar.rn;.. _- , MEN' QEF. t --1 ..� --•? - �i .1 _._ t ■ - -- - S iNG 2 X 4 LAY-IN PARAEOLIC FLUORESCENT _ jj EXI T t �S I i I -� "� N' FIXTURE TO BE REMOVED - STORE AND REUSE E ME WHERE INDICATED ' T.R.� ' ,,I F►i-1YSiCA -. � JI L .R.I� I E.F. , -SERVER - 4 UIM N�I 2 X 4 IAY-IN PARABOLIC FLUORESCENT FIXTURE, FF ,' ROAM I CONNECTED TO EMERGENCY POWER SUPPLY �, j� _-• _,�w;-"K:•,�; •.,�. d► ,..+. •�_.. ... . WDM: ' - , tttEXIS � ■� - i 11 _ ! ;`�!;_ FLUORESCENT COVE LIGHT Lj - I I1 �� �, _.• ..�. .._ _; ; ...._.. . . .. ,,.,t_.-.__ ... .IT R�2 _ --- ---- - --- SHIPPINGI 1 EXISTING FLUORESCENT COVE LIGHT - TO REMAIN ��yy I I 1 - - i ^� ';- LL. _.,.. . - r ' AF` EjEi ' _ ,� -' - - - - RF CEI V1N �i '� ; ' ' � -�•-• �-g $" n � !� i w� N , , • ? EXISTING FLUORESCENT ;TONE LIGHT TO 8f. i tap i, AFF ( T�, E i I REMOVED - STORE AND REUSE WHERE INDICATED I �! " , - 114' ' ■ , �';" 1 EXISTING HIGH BAY FIXTURE - TO BE REMOVED — NEW FINISHED GYP BD CEILING • I j II - i gAg ' _,____ II - ty _ ,I _ -�y I . ' -.� t 4-41! i EXISTING FINISHED GYP. BD. CEILING • Z II ' I .. t \ �_ . ' .. ,_.�. �.� I I � �E) EXISTING O 0 FEC , �. _ I - \ + �.. .I.. I ,�W, _ ` ..... ._ INTERIOR WALL �._. . ;... I I' 1 "� li ----- ---- ---------— _ ._._-_._.__... r ■ 9 0 I I tta ' ■! ' ! I 1 ■I _ \ i _.. _.�, DEMO A IF I— - \ EXISTING WALL/DOOR J t• ! (E)D. _ TTr "_ ■O ■ ■ iY EGRESS PATH 11 - - - AFS 1 FIT) - • - i i 1 - - _ _ .. _ I , .. ._._ }. _.. .1_- L_. j KEYNOTES W al glipluli.m. .. lip as 0 y,{' � i i I -• � I � t _ I /-,� EXISTING 2X4 ACOUSTIC TILE CEILING TO 8C __ ' _ - ---} - a---{-- CElyT1ON j t ` FF�CF, t REPLACED WITH 2X4 'SECOND LOOK' TILES TO _ - I _ !- I z � : ter - L �� II N I j 3: 0 OFFICE _�_ ` - ____ Q EXISTING 11 31NG�.� i MATCH TILES IN EXISTING SPACE I \ tr•ro I l5F'f✓"ICf` - --+- --f 2 EXISTING CEILING GRID, TILES, AND LIGHT FIXTURES ., t I r I; I T' TO BE REMOVED. NEW HIGH BAY FIXTURES IN ._,._j.. 1 2 WAREHOUSE TO BE COORDINATED WITH STORAGE C� �. 1. LO RAI,KING LAYOUT t _ _ .y�- EXISTING LIGHT FIXIURE TO BE RELOCATED 10 i - WAREHOUSE #j 26 L 1 I 41�a _�_. 3� t� 1 Q o(E)DS LLI 100 -0" V ' 133'-0" - INT. OR EXT. WALL. ROOF OR FLOOR U'ECK 12 GA. MANGER WIRES 0 4'-0" DRAWN e, CMW/LK mom 0.C. (T(P.) CHECKED BY JMB t REFLECTED CEILING PLAN _ OTC 5 -------- COMP<ESSION BRACE, 3/4" 0 1'-0" I STr4NDARD PIPE ^ � 4 00 "� �- ""'" --- 12 GA. SPLAYED BRACE WIRES 1 1 �.- NOTE 2 NOTE 6 i \ (TYP,) , DUCT "- ' • II • "s. CROSS TEE �. NOTE 1 i � •c• Iss�,Ea on,F NOTE 4 /� ` 10/19/05 j MAIN TEE BUILDING PERMIT 11/02/05 NOTE 3 / �= — 6'-0•' MAX, —` 4'-0" MAX, (�12 WIRE) , NOTES• __.___ 1, LATERAL BRACING A 12'--0" O.C. EACH WAY, MAIN RUNNER TO STRUCTURE. BEGIN BRACING nr�nwi�:r, rlr,_r -�— WITHIN 4'--0" OF PERIMETER AND 2" FROM CROSS MEMBERS. REFLECTED CEILING P 2. ADDITIONAL MANGING WIRE WITHIN S" OF PERIMETER. w 3. STABILIZER BAR BETWEEN ALL MEMBERS O PERIMETER. L^ 4. TRNPEZE DUCTWORK AND OTHER LARGE OBSTRUCTIONS, COUNTER SLOPE. '^ 5. CONNECTION DEVICE TO HAVE 100# CAPACITY. r- 6. VERTICAL STRUTS AT 12'-0" O.C. E.W. • - Al . 2 t n LATERAL BRACING FOR SUSPENDED CEILING 12 SEISMIC BRACING FOR SUSPENDED CEILING 3/4' = 1'-0" 09120-01 3" = 1'-0" 09120-02 n s JOB NO 050090.01 - - F I;II 1111 III+ III!IIIII ull ILII III! ILII Lill sill ILII lul ILII Lilt ILII Lill Ill( ILII III II «.. "_...�,�y�.._b.,.._.. CI11 I I I I j I I f I I I I I lulu I IIIIIIIII Il;llllll IIIIIIIII 1111111 Ijiflu IIIIIIII! Il;illlll Iliilllll 111111 If IIIIIIIII !IIIIIIII !IIIIIIII I+1111111 flllllllf IIIII111! III (I II II hull ► III IIItIUII „ LE(3181t..ITV STRIP d ! b Ilo I I t IIS 13 Ila Ile I� IIS Ile 210 zII zlz zl� a zl� FIs ) ale �I I, til IOmm.1 cm 9 3( t Dal y i•I.t,t.t,txt.l I,1 �.e.I.I.I.� ,.t,L ,,,_ .� 1., t . t ,: t 4 >F ( w1 r i •a ; �e I 1 1 �(� R 1, it r• i 6"} 4zzyy r ' , a . :. ...:-. _, '. .. : ,. .:, „-- -._-'d. �.,_- ;,:.. .: - ::. .,. ....J c,.w•a,+h+,:.a.,:-....,w..,.,...,«,.w,aa..... � «,n'w:, rawhra+tau'4tivaNed:amti..v :.wuAFoa'Wr.Md6�WaiPl�i,tdNWeY 111lrl,kikMMB���' n+WWtILAaf4WNu1Wkc: �,..-+a .ratiw/,r+s.IW�wr7,xn�+- � �' � v�ablwriwr'Jw.Jw:.s+,.,..Np� jyui�ivau�w:;,:..w.W+.+a.n.d w-.:,,�:;,w .,.,...; .;+rw iiY:1 0 r' D ENOTE: 0 A 8 CONTRACTOR TO WALK BUILDING WITH OWNER PRIOR TO START OF CONSTRUCTION - ------- - ---- - --- - -- - 133'-0" NNW TO DETERMINE WHICH EXISTING FINISH MATERIALS ARE TO REMAIN OR BE MODIFIED. `w LEGEND NOTE- 11701 OTE:1 STORE EXISTING LIGHT FIXTURES AND CEILING TILES FROM DEMO AREAS FOR p REUSE IN ALTERED AND NEW CEILING GRIDS. > ROOM NUMBER ,mow•_ 1 m P; 1 ir. i 101-A DOOR NUMBER NOTE: nr CONTRACTOR SktALL VERIFY AND CONFIRM EXISTING CONDITIONS SHOWN OR m rn N I I � r r I R101 -A REI.ITE NUMBER 1 CASTING IMPLIED ON DRAWINGS PRIOR TO START OF CONSTRUCTION. NOTIFY A/E OF ANY n n TOR(�uE (EX1t0 IN s) (E) EXISTING DISCREPANCIES. L m G N` 1 (EXISTING) 1 -� NEW WALL - SEE DETAII 4/A2 t 3 Z C' EXISTING FULL HEIGHT WALL TO BE PARTIAL HEIGHT - SEE DETAIL "//?42 1 g �' i 1 l 0 ALL EXTENSIONEXISTING WAIL - SEE DETAIL 6/A2.1 LL ,/ '• 11HU1d11tUH PONY W, ONa 0 _ EXISTING WALL a n • �I r Y NEW V.C.T. - COLOR AND PATTERN TO MATCH EXISTING TRANSITION FROM NEW V.C.T. TO (E) V.C.T/CARPET/CONCRETE - - - _ - Id -t ' r (E) V.C,i REMOVE AS REQUIRED FOR WALL DEMO (E) TRANSITION FROM (E) V.C.T. 10 CARPET/CONCRETE 1 71- OFFICE 5 ;{ (EXISTING ENVIRONMENTAL. co f 127 ! (E{-X1-5TI vC) +��, • r 3 .}: NEW CARPET - COLOR TBDIQ if N STORAGE. '. I' 100-A I :l>r •�',< 't'�y (EXISTING) _ ! _ r F, ' 1tT1b (E} CARPET -- TO BE REMOVED tz Eli 1211 IL -1 r- _._. - i... .. t. ..I_.' .. -•i- _�.. -�. ,.. .► 7 ADMIN. Lai , • t' :. _ .! r .. 2 KEYNOTES00 J- 17 ' „ WARN SE + oo ol EXISTING SEALED CONCRETE - PRICE ALTERNATE TO RESEAL. - - ' 111 IDS i (D REMOVE Ex15fINC CARPET REMOVE ADHESIVE AI D SEA C CRE E .! I TOR5 4- .. I {{ �_.�• }, .T , } �-•� o . T EXISTING CARPET TO REMAIN 5' ''4.:; •• (: + f Illiu�IjlYtlilllt, MEN' �, { , �j" '' M' ,1 '•�� ,� � _I^ t - 4 4 REMOVE EXISTING CARPEL - REPLACE W/ NEW CARPEL O ,.. .., . r.,►! PHYS►CA,6. , ' T. ja t•,.r YI ct• `" j. 1 I _N I NS� ' O �'��ir}L� _ i ;+�'.tj 2►�, "_< ,�;.y,' .y I { I 1 I-� (/� ��- ,.try ► t I a �iJ' S PF ;IDr SEAL EXISTING COWCRF,rE '� 1 I ,Yt}..� 'r,�•►..�. .I�..:r•I... ,r.,I}• !h / �' � •� '�' -�' 1 .. 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W 0 yLI' r li +ti° a c _. !- ��1,��y. �y « � - (� C,(E)Ds --- ____ -- _..__. . _ . _ _ . _ - - - -- - - 4 0 33'-0" 100'-0" 133'-0" r# •S DRAWnI id, I,M1N �h d ova t /�� CHCrKEn rev JMB ROOM Fi�IISH SCHEDULE�� ROOM FINISHES INDEX 4 NO. ROOM NAME FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEIL'G. HEIGHT NOTES FlNIISHES 1 1 N - _ " • ; ' r1 t l I :F F-1 CARPETi LSH 102 _ i;'FFICE E F--1 B-1 Vi!- ' tV'- 1 rV- 1 F. I,- 1 I .rl 1 __---- F-2 V.C.T, ,P - - - - ^ „ L 9 _.,1 - 1 F-3 STATIC DISSIPATED V.C.T. (S.D.V.C.T.) • I • io3 -- OFFICE E _ _-- F-i B-1 - ? w- w' 1 E c: 1 E 104 CONFERENCE E ` W^'��' t1' i �Y 1 I Y�-1 F-4 EXPOSED SEALED CONCRETE _ 1 Q5� -' BREAK ROOM B-1- IV- t E 1 ;!- tiV- ' r` 1Y ! - -` _ 2 6 7 9 11 _ F-5 SHEET VINYL _ - 106_ M ADMIN. CLOSET - _ ! B-1- - y� 2 ( �_�1--1 W-1 - y - - 17 -� BASE 10 _ ENVIRONMENTAL TESTING E - >* I E. At-? 1 ,ti-? I ,y ." W-t ,•.3 E I,;, - -7__- _ _ �t - 10 - -..__ CASING , 1 W F' I1 1 F G'! I ,ti;1 F':-_ 1 _- --- B-1 4» RUBBER BASE TYP vi' -- - --- 7 -- - B-2 6 RUBBER COVE 9ASE0 SHEET VIN''L FLOORING 109 TORQUE I _ c. F 1 r- r -�0 0L E E rr is A t: W-1 I r I'' .- _ - 110 F-3-3 - -1 _ - 'h i F Vie-1 9 -0 B-3 EXPOSED ISSUED DATE E ' 111 SERVER. R t F-t B-1 tA' 1-;t 'N •r; v,' I C ►t' 1 !y 'r. 9 0 3.1L w - MARL FI1VfSHES 10/19/05 1 12 �PHYS_ ICAAL DIMENSi()^NS _ -1 W- W- W-1 - -1 _9 -O M 9 W-1 PAINTrD GYP 80APD 113 MENS T-^�R•-. E _ t� 2 f �1'-.i tE 'N 1 rW .5 E! rl 1 , V'1 E, 'lr ! W-3 1 `' -2 E' i ci 8 BUILDING PERMIT 114 WOMEN I.R. - W-2 CONCRETE 11/02/05 E ! [ „ ,"1 .' "' Y! 1 ''Y1' 1 ,i 1 W-.i ' V1' 1 ''r`r-3 ' � '' � 8 W-3 PLASTIC LAMINATE + _ _ - Le. _1 115 _•__ COPY FAX E -1 �-) W-1 +1 W 1 Y, ? 'E l ' 1 'L"1 ) -Q 1,7 W-4 CHAIN LINK FENCE/GATE 116 OPEN OFFICE E F-1 B-1 W 1 1 W-1 1V C) W •? l`,- 1 C :+ -0 1 7 CEiN.IriC FINISH 117 _ _ OFFICE E F--1 F-1-' -i �' ,A' I IE I t1 -i E W' -? C 1 E 1 -C -1- 1 '- 1 l _O�?EN QFF:f_ t"`-1 -1. - - - Wit- - - - C-1 E '+ -�-� 6 9 C-1 SUSF'�NDED ACO!.IS'TICAL TILE 119 - WILL CALL F-2 B- i -- W- -- W t L C 1 E 9 i ---_ 6 -- C-2 PAINTED GYP, BOARD 120 _ �--OPEN OFFICE f`-1 -1 w i I W- W- i;- i J -ii �- `- C-3 EXPOSED TO STRUCTURE WILL CALL - F -2 B-1 - w_1 -- A -1 ) r. 1 ;_; �9 _- NOTES: 1 7. _ WUMN 5 f.R E V iA' ! ry 1 ''1 i t , I ' 7,'- 1 1 REPLACE (E) CARPET M/ '4- RFET-A5 INDICATED -- 23V MEN'S T.R. E r 2 .L p; 1 - t r � PE) '�`- ; ;t C- , 'E! 3 16,7,8 cRAWIr:�, TITr F �1 . 124 _ --- -_ JANITOR - -_ -�`5 - __ =L _-_-�- _-. -- -- - ON 11A1.3 _ _ !t!-1 -3 W- 1 W•-3 W- 1N-S C- 8 -6 6,7,8 FINISH FLUOR PIAN 125 QA OFFTC�BRARY F-2 B--1 ut :- G I ,� , _ 1 _ i `-, 5�7�g 2. AIR F1 V C T. AS RI. FrZOM WALL DEMO. eY SCHEDULE � 1 REP (. ---- - ;� I VARI S --- _ _ 7 _. CONTINUE PATTERN 'N NL ''' 1 6 WAREHOUSE F-4 B-J w' 1 L L --1 r►- C-3 E 5,6, ,9,1U C k�F 1 7 OFFIC F F-'�Ii 1 ,v- ; 'F ? 3: NEW S.D.V.0 T. IN NEIN LAB B- �r- k. dV- i E W 1 i- ! F.1 Ci 5 `" 8-1 I'-1 - -�` -- 4: NEW S.D.V.0 T. IN NEW PHYS. A. ' 7 ARCHIVES - I - r - - 'ti i Gti i 'E W-t - 1'; E ' C t ''r �._-- 5- -_ --- 5: SEAL CONCREFE NOF" 1 __ �TCRAC E L_ _ `I •1 f 1ti'- + _ `I-'1 ;` 4Y i E 1 -3 E aAF'E:, 5 _-____.___ REPAIR WALL AS RF;VIREO AFTER 0EMO f I f7 FI_I�CDR PLAN _ �HPPING•[RCG MMG() -� E' B A-4 `c 1E �t �._ ',"i- 2 £ t. VATS 5 6: r., - - - ----- 7: ALIGN NEW FINISH WITH (E) FINISH $: PLASTIC LAMINATE TO -0 A.F,F. (Epic, NG) t3 A 1 3 9: NEW CEILING TILE AS REQUIRED FROM WALL [1040. 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F: ---------UEEP LEC TOP TRACK OR SLOTTED LEG DEFLECTION TRACK--CONNECT o STUD ONLY TO SLOTTED LEG OF N } (E) COPING DEFLECTION TRACK OPTION BOTTOM OF E) STRUCTURE BOTTOM OF (E) STRUCTUREIt HEADER HEADER PER DETAIL 8/A.2.1 ( � �, `--DEEP LEG TOP TRACK OR SLOTTED j j tel ` �``(E) R-19 ROOF INSULAT:ON �' LEG DEFLECTION TRACK--CONNECT ' GYF3UM 50ARD (E)l STUD ONLY TO SLOTTED LEG OF C ? > DEFLECTION TRACK OPTION 1 m N --CEILING -- SEE REFLECTED it Q0ko CEILING WHERE OCCURS -- SEE CEILING PLAN m •N N GYPSUM BOARD REFLECTED CEILING PLAN �`- -- 3 0 0)n CONCRETE WALL WALL STEEL STUD FURRING WALL TO _`---STEEL STUD WALL TO UNDERSIDE OF N Z UNDERSIDE OF STRUCTURE - SEE -- g I I � �, STRUCTURE SEE FLOOR PLAN l � STEEL WINDOW FRAME FLOOR PLAN j M _ +�0 W ' I -BATT INSULATION - FILL CAVITY - a o I- L STEEL STUD WALL -- R-13 BATT INSULATION - FULL a FULL HEIGHT OF WALI. HEIGHT OF WALL ,�, -'�, HEAD CQbpff)DN 5/8" GYP, BD. 10 6" ABOVE v `�'—5/8" GYP. BD. EACH SIDE TO 6" ABOVE FINISH CEILING IN LABS — TO z FINISH CEILING WHERE OCCURS. TO / HOLLOW M"'AL JAMB H_CON00M - 8'-0" ABOVE FINISH FLCOR IN W UNDERSIDE OF ROOF SHEATHING WHERE WAREHOUSE - SCE 1/A1.1ul NO SUSPENDED CEILING OCCURS. / WISH— SOLID CORE DOOR GLASS �-- ATTACH BOTTOM ?RACK IV FINISH o, w o ATTACH BOTTOM TRACK TO c w `/ / FLOOR WITH POWDER DRIVEN _ FLOOR WITH POWDER DRIVEN / ANCHORS AT 4'-0" O.C. - SET ANCHORS AT 4'-0" O.C. - SET TRACK IN BED OF SEALANT TRACK IN BED OF SEALANT BASE - SEE FINISH SCHEDULE - ,,�--13ASE - SEE FINISH SCHEDULE (E) CONCRETE FLOOR - SEE FINISH _' / � ---(E) CONCRETE FLOOR - SEE FINISH g !� SCHEDULE FOR FINAL FINISH _ / i/� SCHEDULE FOR FINAL FINISH N T -- �- 1/2" GLASS S10PS diao N TYPICAL INTERIOR DOOR DETAIL 2 TYPICAL INTERIOR RELiTE DETAIL 3 NEIN FURRING WALL 4 NEW FULL HEIGHT WALL 8 3" _ 1'-c" 08100-04 MODIFIED �. 3" = 1'-0" 08500-02 1 3/4" = V-O" 3/4- = 1'-0" 09250-0t3A - MODIFIED DEEP LEG TOP TRACK OR SLOTTED LEG -•-----'•"-(E) TOP TRACK DEFLECTION TRACK--CONNECT STUD ONLY TO SLOTTED LEG OF DEFLECTION TRACK OPTION INSTALL BETWEEN EXISTING BRACES � � BOTTOM0 (E) Q BOTTOM OF (F) STRUCTURE "BOTTOM OF (E) STRUCTURE STRUCTURE SECURE TO UNDERSIDE OF DECK WITH Ln (3) X10 SCREWS w NEW SUSPENDED CEILING TILE PER FINISH u, NEW GYP. D. II a PLAN I I �•/ '' �• n II (E) STUD o CORNER B D- II I. —REMOVE CONT. TRACK (2) ROWS OF #10 SMSA-- — - Y �_ STUD BRACE TO REMAIN AT 12" O.C. 3-1/2" STUD BRACE Al 6'-0" O.C. °L (E) GYP. D. (E) GYP, BD. -._ - . I -.'I "*—CEILING - SEE x1 `- i� �, 350T100-33 W/ #10 SMS ,I. . „ N ALTERNATE: HOP.IZONTAL BRACE TO - - - -- -- NEW STEEL STUD PONY WALL WITH BATT ,, �, n �,, REFLECTED CEILING PLAN LZ - W i ,� �, AT 12' O.C. EACH FLANGE I,. 11 t '�\ ADJACENT WALL � INSULATION FULL HEIGHT OF PONY WALL -i � - FILL LAVITY o I' I. 6005125-33 CONT. TOP TRACK SECURED WITH (2) #6 ��_ s 350T100-33 w/ 10 SMS SCREWS MIN. (E) SUSPENDCD CEILING - SEE REFLECTED CEILING PUN N AT 12" O.0 EACH FLANGE �_ w � � `� I r SUSPENDED CEILING SEE REFLECTED _j �- CEILING PLAN o '---CONNECT BOTTOM TRACK TO (E) TOP TRACK CORNER BEAD n �L- /��- • �" = WITH ?_ 6 SCREWS 0 4'-0" MAX O.C. AND �� -NEW TOP TRACK ATTACH WITH L 6 NEW GYP. BD,— 1/c STEEL STUDS AT 2'-0 O.C. TO 6" v ( ) � w (w) � `� (E) 6" STEEL STUD ABOVE FINISH CEILING - SEE FLOOR PLAN 0 CORNERS AND ENDS - INSTALL BETWEEN L `� SCREWS O 2'-0" O.C. WALL TO BE REMOVED $ Z 5/8" GYP. BD. EACH SIDE TO 6" ABOVE vri I EXISTING BRACES E " FINISH CEILING O `--O 3-1/2 STEEL STUDS AT 2'-0" O.C. z �, ,I - SEE FLOOR PLAN O `` FLOOR PLAN AT 2'-0 O.C. - SEE O -- REMOVE AS INDICATED `` a ii (E) 5/8" GYP. BD. TO Z O ,., .n (E) .,/8" GYP. BD. EACH SIDE W u n �� BE REMOVED ' N --BOTTOM TRICK TO FLOOR WITH POWDER ul E 5 $" GYP. BD. EACH SIDE TO 6' N it .. �i �--- O / (E) BATT INSULATION 1G DRIVEN ANCHORS AT 4'-0" (MAX.) O.C. i ABOVE FINISH CEILING o ii-• ii BE REMOVED 0 AND AT CORNERS AND ENDS f _ BASE - SEE FINISH SCHEDULE a� -'(c) BOTTOM TRACK E BOTTOM TRACK II t / I O (E) BOTTOM TRACK TO E BASE BE REMOVED LTJ —'(E) BASE /�` O (E) BASE TO BE �-� (E) CONCRETE FLOOR - SEE FINISH i'� (E) CONCRETE FLOOR _ SEE FINISH / II REMOvEu 0 (E) CONCRETE FLOOR - SEE FINISH ' Ii SCIJEUULE FOR FINAL FINISH �-� SCHEDULE FOR FINAL FINISH oil ��-SCHEDULE FOR FINAL FINISH (E) CONCRETE FLOOR - O S<< FINISH SCHEDULE g;YI r OR 7 INAL FINISH r NEW PARTIAL HEIGHT WALL p 5 NEW INTERIOR PARTITION a (E) INTERIOR PARTITION W1 FILL HEIGHT ADDITION 7 AT (E) INTERIOR PARTITION a NEW 6' SOFFIT AT (E) FULL HEIGHT WALL ,00^ � 2. 3/4" = 1'-U" 09250-05 2. 3/4' • 1'-A' 2. 3/4" = 1'-0" �. 3/4" - 1' 0" � ! - Lj a DOOR SCHEDULE TYPE OPENING DOOR FRAME ASSEMBLY DRAWN BY NO, TYPE WIM NETHICK, MArL FINEST'! MArL Fit!1ISH HDWR FIRE RAM N —._ nP CUSS 6" P. CHECKED By S 'rJ •,' ;t.1F� - - _-. r a.l�1'' t 'y �z --- --------- z J / F 1 ,. i�., .I I IiTI'J GLASS R t 106-A B 3'_O -0 1 3/4" SC STAI HMKD EINMEL - - - — T -fvt y E.L . - - - .'I'S TI1,;C. — ON _ -r--r -- L' -- DOUBLE ALUMINUM STOREFRONT FLUSH SECTIONAL OVERHEAD Q1 �,i A IJ °1 SC HMKQ A II. � F. 6T ri:: A SEE SCHEDULE FOR SfZE SEE SCHEDU!F FOR SIZE0L___ ( 1' . - 1 ` '4 �,!A! 1!n�l is NA' -- �!�: 1_ MLi W" --- W.• ISSUED DATE 10/19/05 _ _IAIN ., ENAMEL� -- ___ �,�DTII •N RECITE SCHEDULE c� q _ - •, q ^L ��.�,.�i�,`c-L` _ A O !"c __ FK.ISiiti''� .\ \ " / ,,\ I ,\ _ - BUILDING PERMIT ENAMEL6 P / 2 TYP. NO. WIDTH HEIGHT SILL HT. _ DETAILS NOTES /02/0 f' - _ EPIA�1Ei.. - c J1111� HEAD Su _. 114�A -- 5 9 7 -Q- 1 4 _�C _. $T<.tN-_ !"--- - -- 1 = / s125-A Y-O' - 0" 1 _�t 4 --sSSc ___a Alio -- IMM 1 -5B -0 - 7 - 1 3 4 - LAIN HMKD _ ENAMEL - - - 1 / GLASS GLAss' -,r-- -r 64- 7 - 4 ^ _- _ __ / / / R 1 -A _ `4 -0 .---- j- - - 2 A2.1 2/A2.1 2 A2.1 1�6-B F 6 - 7 -0 1 314 SIC -_STAIN HMKD ENAMEL 126-C D 4�_ 7 -_�)__ 1 4 STAIN HMK NAM - - - ____,�_- 1 _A(c t ✓ w -- I{��i -�i 11'i_ — - — - NOTES: PRAWINC; TITLE , nr j 1. MATCH EXISTING DOOR SCHEDULE/ BI-POLO ( 1 ) PAIR FLUSII ALUMINUM STOREFRONT :nAL-t r,rf �+ti1 Lt";-ME DETAILS w EXISTING L If q ABRREVWTIONS: NOTES: AL ALUMINUM 1: MATCH WI I H EXISTING • NOTE: o, • SEE DETAIL 1/2.1 FOR TYPICAL HEAD/JAMB DETAILS CA GLASS 2: PROVIDE NEW ELECTROMr- OPENER •• - EXISTING DOOR - CONTRACTOR TO VERIFY DIMENSIONS ANDCONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS A291 HC Sc SOLID ORE WOO OD 3: RELOCATED DOOR ADA CQMPLUWT HA(tOWARE. 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MAX I BASE - SEE FINISH ?� - COLOR TBD ATTACH TO STUDS �/" SCHEDULE z 1 JN a WILL CALL #121 - ELEVATION 2 WILL CALL #121 - ELEVATION 3 COUNTER SECTION ! 2 3/8" L 1'-0" kA22J 3/El- = 1'-0" 2. 1 1/2" = 1'-0" 10750-01 � W LLI 0 � U Z F-- o '.. .t,�y i- f J 0 P Z V�f� �•"rm, �y � >� a r I LLJ � 30 0o Lo It W0 Fx PRAWN 6Y. CMW CHECKED BY JMB i a'r 1 r. ISSUED UnTF 10/19/05 BUILDING PERMIT y 11/02/05 ly DRA0:1111;.. TITLE: DETAILS A2 * 2 a J09 NO 050090.01 c� ..r-+m.rs� ^'..._._._._._—.....—.._....._....,... ,..,. -�...,.«"...-.........".,,,.......�. •aNi�'�._r., r e .. ►�ua` A'R -v�F- ,r a ^NDllMM.1�1� (III (III ILII IIII 1_II I I IIIIC1 LE4ieiL11r STRW l I 1 II I I IIIII I IIII , 1I 2IIIIIIII13Illlllli1l 1 4 11 111.E Ipjllll I 1!11111111lI>111111111II I9III�IIII1I 9Illllif2ll IQ IIIIIII2II I 1IIIIIIIII I 1111�II11 I 111111111 4y 22 ?321111! VII2I 1IS,I;1111211181111111211171111111218 ll 21l181111111211i7 111 ll2l6 II I�lill ' 28 30 r r I `' aa,i .,+ • Mss f . 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I 9 ' 12,474 SF \ -- . • 0%� 1 S t CASTINGS �. i "9Q �x ,c, AREA OF WORK C? �: r orro nrarrws � �' 1 / — -- I WAREHOUSE ' I i4 It DOOR : I of ►'� :- DFfICE • I 1 -` $t (; SHIPPING AND RECEIVING L'09N I NO SITF_ WOkK c\1 � THIS I'ERMiT � , � NORTH F.O.F. 3 SITE PLAN I 29j 209 ♦ilea wor r I I 'I QE&L 90 ' 212 I I 1-� - LABORATORY _ HEAOER---SEE 5/D1 1 I c F 20s i I I A ! —� t WILL CALL i wAREH(Ar% I _ _ _ I _ - 106 ----_ -�- - - - - - - - - - .w3 _--•---- I.An GYPSUM BOARD 205 II I LUNCH r� ( CV I I ("� L,48 OFFICE PHYSICAL � � � . o I I L__l.�G.L_a DIM. `1 c' c� I 11 1 CORR. o0 2 ! � 1 ! 116 115 MEN 1 S1EEL STUD WALL V %NMr �_— —. IIII r. OPEN OFFICE o _ L_ c' M __ / 1--9� 204 i __ ._. _ , I r-�� --�==—�--�_- ! /� HOLLOW ME'iAL JAMB o /WOMEN 1 1 i l918 I CORR. I _. I _ _ I HOLLOW METAL DOOR 203 �•/�)' • 90 1 V ! I J CONFERENCE `1 r1 c1 m 2 uj co ' 104 i o , � V) DS ` I I I -rr-r---- _—� -_ -- -- — -- — f F10:4] 202 I _. _ _ T7 4 TYPICAL INTERIOR L1taOR QETAILwoo� tY ENTRY o 0 c), i uio ," = 1' -0" 08100-04 MODIFIED { . V ' ry Q OFFICE I ' I 6•� 101 _ N 3'. OFFICE SALES I ACCOUNTING 103 113 11 a .r 102 /--EXISTING LIGHT GAGE STUD DRAWN JMB ADS -�i CHECKED BY: JMH I I A 33'-0* _ _ 100'-0" . .. _ —_._._...._... -133'-0" 3 Nam I ; I E: ,. 1 FLOM PLAN i 1) 10 SMS COPE Wr 8 AS RED'D AT STUD OR. .•........r.r. r 'tar" OF IZ CENTERLINE _ I ISSUED DATE F.O.F. FACE UF FINISH EXISTING LIGHT GAGE SPUD ?rj I �W�"1ga' � BUILDING PERMIT I I `1�+� p ` 08--10-05 CODE W RMATION INP . KEYNOTES EXISTING fFM)Ilf R -- CITY Of TIGARQ (2) ROWS OF /10 � " " OCCUPANCY CtASSIFl�`ATtON: 82 �.'�i I r-SMS AlAT 12" O.C. y 01 EXISTING 6 STEEL STUD 0 16' O.C. WALL TO 80Ti0M OF CONST111IUCT04 TYPE: M-N __., I I ' ROOF STRUCTURE r- 5/8" GYP. BID, EACH FACE. R-19q, u INSUt,AtK)N. 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