Loading...
Plans BUP2012 - 00196 & MEC2013 - 00106 o_ 00 cV �� CITY OF TIGARD % BRUCE M. o A ved....... ................. CARLSON T.;l... Conditionally Approved......„„..„[ ] architecture planning interior design See Lotter to:Follow..................[ ] BRUCE M. CARLSON, ARCHITECT o Attac ed [ THE -,72 . 219 N. 2ND ST., SUITE 301 Q R T c/ Pddmw 3799 _j Address. � 0 kaS MINNEAPOLIS, MN 55401 PHONE: (612) 338-6677 a; 0 Date: z- FAX: o@c rch.c 95 E-MAIL: info®cmarchom SHAVING Approved pians CONTACT: PHILIP FOSTER N E W Y O R K shall be on job site. pfoster@cmarch.com CONSULTANTS: OFFICE COPY EMANUELSON-PODAS MECHANICAL / ELECTRICAL 10401 BREN RD. EAST CTT ' Off' TIGA MINNETONKA, MN 55343 952-930-0050 Approved.0 �/� 2<& [ SCOTT VANDER HEID Ej��jj��i YL Conditionally Approved.............. ( j WASHINGTON SQUARE ` See Letter to:Fol low,,,,,,,,,,,,,,,,,, ( ] \� Atta hed... ... ........ I OCT 17 2012 \/ Permit Number L z PORTLAND OR ��� Address: « CITYOFTIGARI) By. - -Date: BUILDING DIVISION KEY PLAN GENERAL NOTES PROJECT DIRECTORY 1. WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODE REQUIREMENTS AND ALL STATE AND FEDERALLY MANDATED STORE DESCRIPTION: RETAIL SHAVING SUPPLIES ARCHITECT: BRUCE M. CARLSON, ARCHITECT '"ART,/_ REQUIREMENTS IN EFFECT AT THE TIME OF SUBMITTAL FOR BUILDING PERMITS. PROJECT DESCRIPTION: INTERIOR TENANT BUILD-OUT 219 NORTH SECOND STREET, SUITE 301 SEAL: SHAVING' MINNEAPOLIS, MN 55401-1454 "` .°" 2. THESE DRAWINGS DO NOT CONTAIN INFORMATION WITH REGARD TO CONSTRUCTION SAFETY PROCEDURES. THE CONTRACTOR IS RESPONSIBLE TENANT: THE ART OF SHAVING, INC. PHIL FOSTER SPACE # D05 FOR ALL CONSTRUCTION SAFETY AND SHALL PERFORM ALL WORK IN ACCORDANCE WITH STATE AND/OR FEDERAL CONSTRUCTION SAFETY 1301 NW 84TH AVE, SUITE 101 pfoster@cmarch.com GUIDELINES. MIAMI, FL 33126 PH: (612) 338-6677 CONSTRUCTION MANAGER: CASSIDY TURLEY FAX: (612) 338-2995 ;. 3. IF APPLICABLE, THE OWNER SHALL PAY ALL APPLICABLE ENVIRONMENTAL UTILITIES FEES AT BUILDING PERMIT ISSUANCE. 721 EMERSON, SUITE 300 e 72 LOUIS, N, SUITE ENGINEER: EMANUELSON-PODAS, INC. ,�} 4. GENERAL CONTRACTOR TO THOROUGHLY REVIEW THESE PLANS, VISIT THE SITE, VERIFY DIMENSIONS BEFORE SUBMITTING A BID, AND NOTIFY MAIN PROJECT CONTACT: RYAN LANE 10401 BREN ROAD EAST ..� A THE ARCHITECT OF DISCREPANCIES. MINNETONKA, MN 55343 BRUCE M. CARLSON I1�6 EMAIL: ryan.laneCa?cassidyturley.com CONTACT: SCOTT VANDER HEIDEN *� PH: (314) 392-2667 5. ITEMS SHOWN AS N.I.C. ON PLANS MAY REQUIRE SEPARATE SUBMITTALS, APPROVALS AND PERMITS. INSTALLING CONTRACTOR(S) ARE EMAIL: svonderheiden@epinc.net - RESPONSIBLE FOR OBTAINING EACH REQUIRED PERMIT. FAX: (314) 392-2707 PH: (952) 930-0050 N0. 31]2 uuaawm e LANDLORD: THE MACERICH COMPANY FAX: (952) 930-0777 MINNEAPOLIS, MINNESOTA 6. TENANT SIGNAGE SHOWN IS NOT A PART OF THIS WORK (N.I.C.). GENERAL CONTRACTOR IS RESPONSIBLE TO BRING POWER TO SIGNAGE AS 401 WILSHIRE BLVD, SUITE 700 REQUIRED. SANTA MONICA, CA 90401 $ . E CONTACT: ARON PRATT FIXTURES: REFER TO TENANT PROVIDED ✓�°+ _ 7. FOLLOWING ITEMS INCLUDED TO THE DEFERRED SUBMITTAL, GC RESPONSIBLE FOR SECURING PERMITS FOR ITEMS B, C AND D BELOW: PH: (602) 953-6750 CONTACT SHEET y OF 0 0 A. EXTERIOR/INTERIOR SIGN, EMAIL: aaron.prott0macerich.com $ b p B. SPRINKLER SYSTEM, CENTER MANAGER: WASHINGTON SQUARE y C. SECURITY AND FIRE ALARM SYSTEMSII i � r 9585 SW WASHINGTON SQUARE RD. SIGNAGE: REFER TO TENANT PROVIDED 3 0 F , OR 97223 CONTACT SHEET ` a .inm � D. LOW VOLTAGE AS REQUIRED. GC TO COORDINATE LOW VOLTAGE REQUIREMENTS WITH TENANT LOW VOLTAGE TEAM TO SECURE PORTLAND, iz Q a` COMPLETE LOW VOLTAGE PERMIT FOR GC SCOPE AND TENANT FURNISHED AND INSTALLED ITEMS. CONTACT: JONAE ARMSTRONG BRUCE M. CARLSON, ARCHITECT Iko J 4 PH: (503) 639-8865 8. MAINTAIN EXISTING FIRE LANES, WHERE APPLICABLE. EMAIL: jonae.ormstrong@macerich.com NORDSTROM9. VERIFY IN FIELD, ELEVATIONS, FLOW LINES, EXISTING CONDITIONS, AND POINTS OF CONNECTION WITH SITE IMPROVEMENTS PRIOR TO THE SIGN RE START OF CONSTRUCTION. ALERT ARCHITECT AND ENGINEER OF DISCREPANCIES BEFORE PROCEEDING WITH WORK. BUILDING CODE C LASS I FI CATI O N10-15-12 s b DATE ISSUED ® 10. REPAIR EXISTING PUBLIC FACILITIES DAMAGED DURING THE COURSE OF CONSTRUCTION TO THE SATISFACTION OF THE CITY OF TIGARD. 3112 NORTH BUILDING DEPARTMENT: BUILDING DEPARTMENT OCCUPANCY: - M (MERCANTILE) REG. N0. F11. BUILDING HEIGHTS AND ELEVATIONS SHALL BE MEASURED FROM FINISH FLOOR UNLESS OTHERWISE NOTED. 13125 SW HALL BLVD. � TIGARD, OR 97223 �- GROSS LEASED AREA:- 873 SF 12. ENSURE FINISH MATERIALS WILL BE FLUSH WITH ADJACENT SURFACES AND JOINTS, (EXCEPT WHERE INDICATED OTHERWISE). PH:(503) 718-2439 SQ FT PER OCCUPANT LOk-" OCCUPANCY AREA OCCUPANT OCCUPANTS 13. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS AND PAYING APPLICABLE FEES PRIOR TO THE ISSUANCE OF A BUILDING SALES AREA 736 SF / 30 = 25 PERMIT. THESE FEES SHALL INCLUDE, BUT NOT BE LIMITED TO, THOSE FEES REQUIRED BY CITY ORDINANCES SUCH AS TRAFFIC IMPACT GOVERNING CODES: ALL WORK SHALL BE IN CONFORMANCE WITH, BUT NOT OTHER 137 SF / 300 = 1 FEES, NOISE FEES, PUBLIC FACILITIES FEES, FIRE IMPACT FEES, AND REGIONAL TRANSPORTATION IMPACT FEES. LIMITED TO, THE REQUIREMENTS OF THE FOLLOWING, AND TOTAL 873 SF 26 THEA R T a/ ANY OTHER STATE OR LOCAL CODES HAVING JURISDICTION. SHAVING® VICINITY PLAN 14. DURING CONSTRUCTION, ACCESS SHALL BE PROVIDED TO AREAS OF THE SITE COMPLETELY AROUND STRUCTURES. BUILDING: 2010 OREGON STRUCTURAL SPECIALTY CODE = PLUMBING: 2008 OREGON PLUMBING SPECIALTY CODE N E W Y C R K - yc 15. ELECTRICAL PANELS, FIRE EXTINGUISHER CABINETS, ETC. LOCATED IN RATED PARTITIONS SHALL BE BACKED WITH DRYWALL AS REQUIRED MECHANICAL: 2010 OREGON MECHANICAL SPECIALTY CODE EXIT REQUIREMENTS: - 1 REQUIRED 2 PROVIDED TO MAINTAIN RATING. CONTRACTOR TO VERIFY WALL THICKNESS REQUIRED FOR ALL ELECTRICAL PANELS, FIRE EXTINGUISHER CABINETS, w ` 148 ELECTRICAL: 2008 OREGON ELECTRICAL SPECIALTY CODE ( ) / ( ) ETC. FIRE: 2010 OREGON FIRE CODE EXIT ILLUMINATION: PROVIDE AS SHOWN ON ELECTRICAL SHEETS. WASHINGTON ENERGY: 2010 OREGON STRUCTURAL SPECIALTY CODE 16. PROVIDE DOUBLE STUDS, BLOCKING, BRACING AND BACK-UP PLATES WHERE REQUIRED TO SUPPORT EQUIPMENT, MISCELLANEOUS ITEMS, ACCESSIBILITY: 2010 OREGON STRUCTURAL SPECIALTY CODE FIRE SPRINKLERS: EXISTING SPRINKLER MAIN AND CONNECTIONS BY LANDLORD. GC WASHINGTON 3 V,, §Ojash!,rpt S Q U A R E I.E., TYPICAL CASEWORK, CABINETS, GRAB BARS, TOILET ACCESSORIES, FIXTURES, SIGNS, HAND RAILING, ETC. TO MODIFY EXISTING FIRE SPRINKLER SYSTEM IN CONFORMANCE v WITH CURRENT STANDARDS AND LOCAL CODES AND SQUARE Rabt Oil ' ` NUMBER OF LEVELS: 1 OF 1 J Crx�re 4 17. COLUMN LINES SHOWN ON FLOOR PLANS WILL HAVE COLUMN LINE INDICATOR BUBBLES SHOWN ON THEM. THESE BUBBLES ARE FOR REGULATIONS. ALL WORK TO BE PERFORMED BY A QUALIFIED i- ,•. REFERENCE ONLY. SPRINKLER CONTRACTOR WHO SHALL DESIGN AND PREPARE ftrk,41CONSTRUCTION TYPE: II B SHOP DRAWINGS AND SUBMIT THEM TO THE LANDLORD AND SPACE #D05 ;g 18. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION CODE OFFICIALS FOR APPROVAL PRIOR TO FABRICATION AND d ., FROM THE OWNER'S REPRESENTATIVE BEFORE CONTINUING WITH CONSTRUCTION. INSTALLATION. 9585 S W o � ` :� 4i 19. CONTRACTOR SHALL VERIFY DIMENSIONS AND COORDINATE TRADES. CONTRACTOR TO VERIFY WITHIN FIRST 3 DAYS. sv; Oak 5t WASHINGTON SQ RD ( SYMBOLS INDEX OF DRAWINGS PORTLAND, OR d4 20. CONTRACTOR SHALL VERIFY EQUIPMENT LOCATIONS AND DIMENSIONS AND REQUIRED CLEARANCES OF EQUIPMENT REFER TO DRAWINGS, SPECIFICATIONS, AND EQUIPMENT MANUALS & CUT SHEETS). DRAWINGS REFLECT EXISTING CONDITIONS INCLUDING: COLUMN LOCATIONS AND � Grr °� `�. . G1 TITLE SHEET 97223 SIZES, EXIT DOOR LOCATIONS AND SIZES, AND ROOF TOP MECHANICAL UNIT LOCATIONS. DEMO NOTE } F ? GRID REFERENCE G2 RESPONSIBILITY SCHEDULE AND ABBREVIATIONS 21. SYMBOLS, ABBREVIATIONS, AND NOTES MARKED "TYPICAL" OR "TYP" SHALL APPLY IN ALL SIMILAR CIRCUMSTANCES, UNLESS OTHERWISE O NOTED. PLAN NOTE WALL SECTION REFERENCE Al FLOOR PLAN' PARTITION SCHEDULE AND NOTES 22. PROVIDE CLEANUP AND REMOVAL OF DEBRIS FROM PREMISES CAUSED BY THIS WORK. ? O DOOR TAG A2 REFLECTED CEILING PLAN, SCHEDULE AND NOTES 217 23. BEFORE SUBMITTING BID PROPOSALS FOR THE WORK IN THESE SPECIFICATIONS & DRAWINGS, EACH CONTRACTOR AND SUBCONTRACTOR Q' SHALL EXAMINE THE SITE AND FAMILIARIZE THEMSELVES W/ EXG. CONDITIONS BEFORE PROCEEDING. NO EXTRA COMPENSATION WILL BE '' WALL TYPE ELEVATION REFERENCE A3 FINISH & FIXTURE FURNITURE PLAN & DETAILS SHEET TITLE: 3 , , ALLOWED BECAUSE OF MISUNDERSTANDING AS TO THE AMOUNT OF WORK INVOLVED OR LACK OF KNOWLEDGE OF EXISTING CONDITIONS. IN A4 INTERIOR ELEVATIONS o �2' � , TITLE SHEET CASE OF ANY INCONSISTENCIES OR DISCREPANCIES BETWEEN DRAWINGS, THE MOST STRINGENT NOTE OR CONDITION SHALL APPLY AND THE 0 1 A5 STOREFRONT ELEVATIONS AND SECTIONS CONTRACTOR SHALL NOTIFY THE RCT , t` E AHIECT IMMEDIATELY OF SUCH DISCREPANCIES. NOT REPORTING ANY SUCH UNSUITABLE CONDITION 0 FINISH TAG 7 DETAIL ENLARGEMENT / WILL CONSTITUTE ACCEPTANCE OF ALL CONDITIONS BY CONTRACTOR AND/OR SUBCONTRACTOR. 24. NO HAZARDOUS MATERIALS, LIQUIDS OR CHEMICALS SHALL BE STORED OR USED WITHIN THE SUBJECT BUILDING AS TO REQUIRE A T.O. MASONRY R1 SPECIFICATIONS NORTH ELEVATION DATUM REFERENCE o c; HAZARDOUS CLASSIFICATION PER APPLICABLE CODE. REVISION TAG p 20 -0 AFF R2 SPECIFICATIONS REVISIONS: ° R3 SPECIFICATIONS 25. SWITCHES AND CONTROLS FOR LIGHTS, VENTILATION, FIRE ALARMS, ETC. MUST BE PLACED NO MORE THAN 48" AFF. GENERAL CONTRACTOR�14 ROOM O TOILET FIXTURE ACCESSORY N0: DATE: BY: SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING LIGHT FIXTURE SUPPORTS AS REQUIRED. NAME FIXTURE/ ROOM/NAME/NUMBER - ® M1 .1 MECHANICAL TITLE SHEET a FIXTURE TAG/ FURNITURE TAG M1 .2 MECHANICAL PLANS 0 M1 .3 MECHANICAL SCHEDULES AND SPECIFICATIONS a REQUIRED CONTRACTORS E1 .1 ELECTRICAL TITLE SHEET AND SPECIFICATIONS a E1 .2 ELECTRICAL LIGHTING AND POWER PLAN N SPRINKLER: WYATT FIRE PROTECTION INC. KEN SUTHERLAND 503-684-2928 E1 .3 ELECTRICAL SCHEDULES AND DETAILS c� 9095 SW BURNHAM ST. TIGARD, OR 97223 ROOFING: BOB CARLSON ROOFING INC. BOB CARLSON 503-640-3623 �... v 560 SW MAPLE HILSBORO, OR 97123 GENERAL NOTE PROJECT NO: 12121.014 WASTE: IEM (INTERNATIONAL ENVIRONMENTAL MANAGEMENT) DIANA GENERAL CONTRACTOR TO INCLUDE G1 & G2 SHEET WITH ALL BID DRAWN BY: JGH 11660 ALPHARETTA HWY, STE 245 ROSWELL, GA 30076 REQUESTS. CONTACT ARCHITECT WITH ANY COORDINATION AND DISCREPANCY ISSUES OR GC WILL BE RESPONSIBLE FOR RECTIFYING ANY a ISSUES AND ALL ASSOCIATED COSTS. G1 FIRE ALARM: SIEMENS BUILDING TECHNOLOGIES, INC JEFF NEELY 503-234-9995 j 15201 NW GREENBRIAR, STE A4 BEAVERTON, OR 97006 COPYRIGHT BRUCE M. CARLSON, AIA 2012 RESPONSIBILITY SCHEDULE y, CV N m r m r1 10 m� - } N °° m °° °D °° °° BRUCE M. N_ CL w p J w p J w p O a � _ � a0 = J a0 ¢ z Q ¢ F Q ¢ N Q architecture planning interior design Z Z (n CARLSON �' ITEM X � �_ COMMENT ITEM 0 X N COMMENT ITEM z X M �_ COMMENT BRUCE M. CARLSON, ARCHITECT ZW � Z ZWU_ Z ZWUZ 01000 GENERAL REQUIREMENTS 08000 DOORS & WINDOWS 13000 SPECIAL CONSTRUCTION 219 N. 2ND ST., SUITE 301 1. INSURANCE G AS REQUIRED BY LANDLORD AND/OR TENANT. 1. STOREFRONT GLAZING SYSTEM G G PER PLANS 1. SPRINKLER SYSTEM 0 G G EXISTING SYSTEM TO REMAIN. RELOCATE AND/OR PROVIDE MINNEAPOLIS, MN 55401 PHONE: 612 338-6677 Q) 2. BOND G AS REQUIRED BY LANDLORD AND/OR TENANT. 2. STOREFRONT ENTRY DOORS G G PER PLANS ADDITIONAL SPRINKLER HEADS AS REQUIRED PER STORE DESIGN/ ) 0 3. PERMITS AND FEES 3. INTERIOR DOORS GOVERNING CODES. SUBMIT SPRINKLER SHOP DRAWINGS TO LANDLORD & FAX: (612) 338-2995 A. BUILDING PERMIT G AS REQUIRED BY GOVERNING AUTHORITIES. A. HOLLOW METAL ® G G EXG SERVICE DOOR TO REMAIN. ALL APPLICABLE CODE OFFICIALS AS REQUIRED. (DEFERRED SUBMITTAL) E-MAIL: infoLIP F h.co R CONTACT: PHILIP FOSTER B. BUILDING PLAN CHECK FEE G AS REQUIRED BY GOVERNING AUTHORITIES. B. HOLLOW CORE WOOD G G PER PLANS 2. FIRE ALARM SYSTEM G G COORDINATE WITH LANDLORD, SEE MECHANICAL AND ELECTRICAL SHEETS. pfoster@cmarch.com C. SIGN PERMIT S AS REQUIRED BY GOVERNING AUTHORITIES. 4. SERVICE DOOR 0 G G EXG SERVICE DOOR TO REMAIN. 3. SMOKE DETECTORS G G AS REQUIRED. SEE MECHANICAL AND ELECTRICAL SHEETS. D. SIGN PLAN CHECK FEE S AS REQUIRED BY GOVERNING AUTHORITIES. 5. DOOR HARDWARE G G PER PLANS 14000 CONVEYING SYSTEMS CONSULTANTS: E. FIRE PROTECTION PLANS/PERMIT G AS REQUIRED PER STORE DESIGN AND GOVERNING AUTHORITIES. 6. DOOR LOCK CORES AND KEYS G G ALL LOCKS TO BE RECORED WITH U-CHANGE LOCKS PRIOR TO TENANT TAKEOVER. 1. NO WORK UNDER THIS SECTION. F. OTHER G ALL OTHER PERMITS AND FEES AS REQUIRED BY GOVERNING AUTHORITIES. 7. PANIC HARDWARE x 15000 MECHANICAL EMANUELSON-PODAS 4. INSPECTIONS G AS REQUIRED BY LOCAL BUILDING DEPARTMENT. 8. ACCESS PANEL G G PAINT TO MATCH ADJ FINISHES. COORDINATE EXACT SIZES, LOCATIONS & 1. PLUMBING MECHANICAL / ELECTRICAL 5. TEMPORARY UTILITIES IG G AS REQUIRED AND COORDINATED WITH LL QUANTITIES WITH ON-SITE CONDITIONS & TENANT. ALLOW CLEARANCES FOR A. STUB-INS 0 L L PER LEASE AND LANDLORD CRITERIA, COORDINATE WITH LL MANAGEMENT. 10401 BREN RD. EAST 6. TEMPORARY CONST BARRICADE G COORDINATE WITH LL FOR SPECIFIC REQUIREMENTS FULL OPERATION OF ACCESS PANEL. B. GAS METER 0 G G PER LEASE AND LANDLORD CRITERIA, COORDINATE WITH LL MANAGEMENT. MINNETONKA, MN 55343 7. FIELD VERIFY CONDITIONS & DIMS G PRIOR TO BIDDING. 09000 FINISHES C. WATER METER 0 G G PER LEASE AND LANDLORD CRITERIA, COORDINATE WITH LL MANAGEMENT. 952-930-0050 8. CLEAN UP G DAILY SWEEP CLEANING DURING CONSTRUCTION. THOROUGH, PROFESSIONAL 1. GYPSUM BOARD G G AS OUTLINED IN THE PARTITION LEGEND ON Al. D. WATER G G SEE PLUMBING SHEETS. SCOTT VANDER HEIDEN CLEAN-UP AT PROJECT COMPLETION. 2. EXISTING GYPSUM BOARD 0 G G PATCH/REPLACE AS REQUIRED PRIOR TO INSTALLATION OF NEW FINISHES. E. WASTE G G SEE PLUMBING SHEETS. 9. TRASH REMOVAL & DUMPSTERS I G G IVERIFY CITY & LL REQUIREMENTS. GC TO REMOVE/DISPOSE OF ALL BOXES/CRATES/ 3. WATER RESISTANT GYPSUM BOARD G G AS REQUIRED AT WET LOCATIONS F. VENT G G SEE PLUMBING SHEETS. TRASH OF TENANT FURNISHED & INSTALLED ITEMS. 4. EXTERIOR SHEATHING x 2. PLUMBING FIXTURES G G SEE PLUMBING SHEETS. DEMO SINK FURNISHED BY TENANT. 10. HAZ-MAT ABATEMENT 5, FLOOR 3. WATER HEATER G G SEE PLUMBING SHEETS. 11. FLOOR PREPARATION G G A. PORCELAIN TILE x 4. WATER FOUNTAIN 12. FLOORING PROTECTION G G PROTECTION FOR FLOOR FINISHES AFTER INSTALLATION. B. GROUT AND SEALER A 5. MOP SINK 13. CERTIFICATE OF OCCUPANCY G LEAVE WITH STORE MANAGER AT CONSTRUCTION COMPLETION. C. VINYL FLOORING G G SEE A3 FOR DETAILS. 6. FLOOR DRAINS G G PER PLANS AND/OR AS DIRECTED BY GOVERNING AUTHORITIES. 14. PROJECT SUPERVISION G FULL TIME ON SITE SUPERVISOR - PROVIDE C OF 0 & C OF C. TWO COPIES OF D. WOOD FLOORING T G SEE A3 FOR DETAILS. TENANT FURNISHED, GC INSTALLED, INCLUDE SF IN BID NOTES 7. HVAC EQUIPMENT 101L L SEE MECHANICAL SHEETS. "AS-GUILTS" OPERATIONS MANUAL WARRANTIES AND LIEN WAIVERS TO TENANT. E. CONCRETE SEALER x 8. DUCTWORK / DIFFUSERS / GRILLES G G SEE MECHANICAL SHEETS. 02000 SITE WORK F. MALL FLOORING 01 G G I PATCH AND REPAIR AS REQUIRED, PROVIDE TO TENANT CLOSURE LINE. 9. TEMPERATURE CONTROLS G G SEE MECHANICAL SHEETS. 1. DEMOLITION G G AS REQUIRED TO CONSTRUCT SPACE AS DETAILED 6. TRANSITIONS G G SEE A3 FOR DETAILS. 10. EXHAUST FAN G G SEE MECHANICAL SHEETS. 2. SAW CUT / CORE BORE SLAB G G AS REQUIRED FOR PLUMBING AND ELECTRICAL, SEE MECH & ELEC SHEETS. 7. PAINT G G SEE FINISH SCHEDULE ON A3. 11. FLOOR / ROOF PENETRATIONS G1 G PER LANDLORD CRITERIA. SEAL: 3. GAS SERVICE & MANIFOLD G G VIF FOR PLUMBING AND ELECTRICAL. SEE MECH & ELEC SHEETS. 8. WALL COVERING T G GC TO TOUCH-UP ALL WALLS AT CONSTRUCTION COMPLETION. 12. SMOKE EVAC G G SEE MECHANICAL SHEETS, COORDINATE WITH LL MANAGEMENT. 4. WATER SERVICE (DOM. AND FIRE) G G VIF FOR PLUMBING AND ELECTRICAL. SEE MECH & ELEC SHEETS. 9. CEILING 13. BALANCE REPORT G G FORWARD COPY OF CERTIFIED BALANCE REPORT PER MECH SPECS TO 5. ELECTRICAL SERVICE & METER G G VIF SEE ELEC SHEETS. A. OPEN TO STRUCTURE G G SEE SHEET A2. I TENANT, AND LANDLORD. 03000 CONCRETE WORK B. HARD SURFACE G G SEE SHEET A2. 16000 ELECTRICAL 1. SAND PAD 0 EXISTING TO REMAIN. C. SUSPENDED ACOUSTICAL CLG G G SEE SHEET A2. 1. STUB-IN • L L PER LEASE AND LANDLORD CRITERIA, COORDINATE WITH LL MANAGEMENT. Joe 2. VAPOR BARRIER 0 EXISTING TO REMAIN. D. SUSPENDED TIN CLG & GRID G G GC TO INSTALL SECURITY CLIPS TO SECURE 2. METERING 0 G G SEE ELECTRICAL SHEETS. 3. REINFORCING FABRIC 0 EXISTING TO REMAIN. 10. FRP WALL PANELS x 3. PANELS 0 G G SEE ELECTRICAL SHEETS. 4. CONCRETE SLAB lei EXISTING TO REMAIN. 11. VINYL BASE G G SEE SHEET A3. 4. TRANSFORMERS 0 G G SEE ELECTRICAL SHEETS. 5. POURED CONCRETE 12. WOOD BASE I G1 Gil X 4 IN SALES AREA & BARBER SPA, SEE FINISH SCHEDULE 5. DISTRIBUTION IN TENANT SPACE G G SEE ELECTRICAL SHEETS. BRUCE M. CARLSON 6. FLOOR PATCH UNDERLAYMENT G G AS REQUIRED TO INSURE FLUSH FINISH FLOOR TRANSITIONS & PROPER 10000 SPECIALTIES 6. STUB-UP TO CASHWRAP G G SEE ELECTRICAL SHEETS. L TOPPING FINISH FLOOR INSTALLATIONS. 1. SIGNAGE SIGN VENDOR TO OBTAIN NECESSARY APPROVALS FOR ALL SIGNAGE. 7. LIGHT FIXTURES ® NO. 3112 0 7. EXPANSION JOINT A. STOREFRONT ILLUMINATED SIGN S S COORDINATE ELEC REQ. A. INTERIOR G G COORDINATE ORDERING W/ TENANT MINNEAPOLIS,MINNESOTA 04000 MASONRY B. BLADE SIGN 1) GENERAL LIGHTING G G CONTACT CAPITOL LIGHT, MATT KELLEY 1-860-520-2356 • 1. NO WORK UNDER THIS SECTION. C. POS SIGNAGE X11 2) STRIP LED FIXTURES M GC TO COORDINATE ELECTRICAL SERVICE, "F" FIXTURE 05000 METALS D. BARBER SPA SIGN 3) BARBER SPA FIXTURE LIGHTS 1. STRUCTURAL STEEL101 EXISTING TO REMAIN. MAINTAIN FIRE RATING. E. MESSAGING GRAPHIC T 48" X 48" CEILING MOUNTED, HDWR BY SIGN VENDOR. 4) DECORATIVE LIGHTING T G P1 FIXTURES ONLY 017 (fl� 2. METAL DECKING 0 EXISTING TO REMAIN. MAINTAIN FIRE RATING. F. ADA SIGNAGE x B. EXTERIOR 3. COLD-FORMED METAL FRAMING G. BARRICADE GRAPHICS T T COORDINATE W/ LL FOR SIGNAGE. D. EMERGENCY LIGHTS G G A. DEMISING WALLS - STUD WALL 0 G G EXISTING TO REMAIN. MAINTAIN FIRE RATING. H. SERVICE DOOR SIGNAGE X E. CONNECTION OF FIXT LIGHTING G G B. STUDS, JOISTS, FURRING, ETC. G G SEALED TIGHT TO DECK FOR 1-HR RATING AS/IF REQUIRED. I. MALL DIRECTIONAL L L LANDLORD TO COORDINATE WITH TENANT. 8. FIXTURE LAMPS G G BRUCE M. CAR ON, ARCHITECT 4. METAL REVEAL G G PER PLANS 2. FIRE EXTINGUISHERS G G (2) 10 LB UNITS OR AS REQUIRED BY GOVERNING AUTHORITIES. 9. TIMECLOCK G G SEE ELEC SHEETS. 5. EXPANSION JOINT COVER x 3. KNOX BOX x 10. CONDUITS FOR DATA, COMM., G G CONFIRMTRENCHINGWITH PROPERTY MANAGER. SIGNATURE 6. THREADED ROD G G 3/8" THREADED ROD AT LENGTHS AS REQUIRED. 4. FABRIC AWNING x ALARMS, PHONE 10-15-12 7. SLOTTED CHANNEL FRAMING G G 1 1/2" X 1 1/2" UNISTRUT AS REQUIRED. 5. TOILET ROOM ACCESSORIES A 11. POS EQUIPMENT T T DATE ISSUED 8. MISCELLANEOUS STEEL G G AS REQUIRED. SEE DRAWINGS FOR SPECIFIC DESCRIPTIONS. 6. BARRICADE G G COORDINATE W/ LL 12. TELEPHONE T T SEE ELEC SHEETS, GC INSTALL 1 PHONE & 2 DATA JACKS AT POS, CONDUIT BY GC 06000 WOOD AND PLASTICS 7. COAT HOOK T G MANUFACTURED BY RESTORATION HARDWARE, AUBREY HOOK 24150050PN 13. SECURITY SYSTEM T T GC TO FURNISH AND INSTALL RJ31X JACK ON MAIN PHONE LINE. 3112 REG. N0. 1. ROUGH CARPENTRY / FRT LUMBER G G AS REQUIRED. 8. BARBER POLE T G GC TO PROVIDE BLOCKING AS REQ SEE ELEC. 14. BUZZER 2. PLYWOOD G G AS REQUIRED. 9. TRANSLITE T G GC TO REMOVE BLUE/ RED STRIPES AND INSTALL GREY STRIPES 3. WOOD BLOCKING G G FIRE RETARDANT TREATED WOOD BLOCKING AS REQUIRED. 10. COCO MAT 07000 THERMAL & MOISTURE CONTROL 11. POS SAFE TIG GC TO BOLT TO FLOOR PER MANUFACTURERS RECOMMENDATIONS, SEE SHEET A3 LEGEND NOTES 1. MOISTURE BARRIER 12. STOCKROOM SHELVING FIXTURES G G SEE SPEC: KNAPE & VOGT MFG. CO. WHITE PLASTIC LAMINATED, HEAVY DUTY 12" 2. VAPOR BARRIER 11000 EQUIPMENT G - GENERAL CONTRACTOR THEARTa/ 3. BATT INSULATION 1. POS PRINTERS T T GC TO COORDINATE, AND PROVIDE CONDUIT IF REQ BY CODE. L - LANDLORD THE 'RESPONSIBILITY SCHEDULE' IS INTENDED TO BE USED AS A GUIDE ONLY, AND IS NOT 4. BOARD INSULATION 2. MUSIC SYSTEM T T GC TO COORDINATE, AND PROVIDE CONDUIT IF REQ BY CODE. S - SIGNAGE VENDOR ALL-INCLUSIVE. ALL PERSONS BIDDING WORK OR CONTRACTED FOR WORK ARE TO REVIEW THESE S H AV I N G 5. E.1.F.S. 3. TELEPHONE EQUIPMENT WIRING T IMGC TO COORDINATE, EXTEND TO CASHWRAP AND PROVIDE CONDUIT IF REQ BY CODE. T - TENANT DOCUMENTS, THE LANDLORD CRITERIA, AND THE EXECUTED LEASE AGREEMENT, IN THEIR ENTIRETY. N E W Y G a K 6. FLASHING/SHEET METAL 12000 FURNISHINGS M - FIXTURE MANUFACTURE 7. WATERPROOFING G G PROVIDE WATERPROOFING AT ALL WET AREAS. 1. SALES AREA WALL FIXTURES M F GC TO CONFIRM IF SEPARATE PERMIT IS REQUIRED. TOUCH UP STAIN UPON F - FIXTURE INSTALLER 8. CAULKING/SEALANTS G G EACH TRADE TO PROVIDE AS REQUIRED. COMPLETION. CD 9. SPRAYED-ON FIREPROOFING 0 GC TO REPAIR ANY DAMAGE AT CONSTRUCTION COMPLETION AS IF REQUIRED. 2. DISPLAY TABLES AND BENCHES T T ENSURE PROPER EGRESS REQUIREMENTS. TOUCH UP STAIN UPON COMPLETION C WASHINGTON 0 4. FURNITURE/ BACKWRAP M G VER FIF GC O SOORDTIZE, YPEE INATANDBQUANTITYOUCH WITHUTENANT P STAIN UPON COMPLETION. FF&E E SCHEDULE SQUARE 0 5. ARTWORK, CLOCK, MIRROR & FRAM T G SYMBOL DESCRIPTION COLOR/STYLE FINISH MANUFACTURER N 6. BARBER CHAIR T G TENANT/OWNER FURNISHED ITEMS SPACE #D05 c� 7. FATIGUE MAT T G GC TO INSTALL UNDER BARBER CHAIR. 8. COLLAGE PANELS M F GC TO COORDINATE INSTALLATION & BLOCKING REQ W TENANT'S VENDOR. 0 LOUNGE CHAIR B809 CHAIR TRADITIONAL GUEST BOSS 9585 S W 0 LOUNGE CARPET 14' x 4' AREA RUG CUSTOM RUG COMPANY LLC WASHINGTON SQ RD N - 806.793.7847 PORTLAND , OR �3 SIDE TABLE SAARINEN MARBLE SIDE TABLE BLACK WWW.INMOD.COM 97223 a� o ® BARBER POLE 24" HEIGHT #405, CUSTOM COLORS TO STAINLESS STEEL MARVY a_ MATCH PMS BLACK AND PMS #425 800.643.0333 ABBREVIATIONS BARBER SPA SIGN a) SIDE MOUNT- 26" X 7" X 4" BLACK ALUMINUM SIGN VENDOR Y b) TOP MOUNT- 26 X 7 X 4 L BENCHMARK© CLOCK 11.5" DIA, WALL MOUNTED / AFF ABOVE FINISH FLOOR CJ CONTROL JOINT FP FIREPROOF, FIRE LAV LAVATORY OH OVERHEAD SC SOLID CORE CLOCK WOOD AND METAL AMAZON.COM CD AP ACCESS PANEL CG CORNER GUARD PROTECTION LL LANDLORD, LEASE LINE OHCG OVERHEAD COILING GRILLE SPEC(S) SPECIFICATIONS) CUSTOM SIZES IN "BLACK SATIN" SHEET TITLE: ACC ACCESSIBLE CFLG COUNTERFLASHING FLR FLOOR LIN LINEAR SF SQUARE FEET �7 CUSTOM PICTURE FRAMES VARIES TOC a ACT ACOUSTICAL TILE CTSK COUNTER SINK FD FLOOR DRAIN LTG LIGHTING PT PAINT SS STAINLESS STEEL SERIES AND BLACK TIE AFFAIR SERIES SCHEDULE j ADH ADHESIVE FLUOR FLUORESCENT PNL PANEL SSV STAIN, SEAL & VARNISH ® COAT HOOKS AUBREY HOOK 24150050PN POLISHED NICKEL RESTORATION HARDWARE ADJ ADJUSTABLE, ADJACENT DEG DEGREE FRG FIBER REINFORCED MAS MASONRY PBD PARTICLE BOARD STD STANDARD o AHJ AUTHORITY HAVING DEMO DEMOLITION GYPSUM MATL MATERIAL PTN PARTITION STL STEEL �g BARBER CHAIR COMMANDER - COLLINS a JURISDICTION DTL DETAIL FRP FIBER REINFORCED PLASTIC MAX MAXIMUM PLAM PLASTIC LAMINATE STRUCT STRUCTURAL AL ALUMINUM DIA DIAMETER FRT FIRE RETARDANT TREATED MECH MECHANICAL PL PLATE SUSP SUSPENDED SALON MAT EL4060X 4X6 W/ CHAIR P C www.smartste salonand APPD APPROVED, APPROVAL DIM DIMENSION FDN FOUNDATION MDF MEDIUM DENSITY PLBG PLUMBING 10 FATIGUE MAT BLACK DEPRESSION o APPROX APPROXIMATE DISP DISPENSER FURN FURNISH FIBERBOARD PLYWD PLYWOOD TEMP TEMPERED, TEMPERATURE, spa.com REVISIONS: ARCH ARCHITECTURAL DWG DRAWING MTL METAL TEMPORARY „ „ N0: DATE: BY: I 11 MESSAGING GRAPHIC 48 x 48 - - ACM ASBESTOS CONTAINING DF DRINKING FOUNTAIN GA GAUGE MEZZ MEZZANINE QTY QUANTITY THK THICKNESS) 6r MATERIAL DS DOWNSPOUT GC GENERAL CONTRACTOR MFR MANUFACTURER QT QUARRY TILE T&G TONGUE & GROOVE 24" x 36" TENANT FURNISHED, GC N GL GLASS, GLAZING MIN MINIMUM T.O. TOP OF 12 MIRROR - BM BEAM EA EACH GB GRAB BAR MISC MISCELLANEOUS RAD RADIUS INSTALLED Q, BTWN BETWEEN EIFS EXTERIOR INSULATION GYP BD GYPSUM BOARD MO MASONRY OPENING REF REFER TO TYP TYPICAL NOTE: NOT ALL ITEMS MAY BE USED, SEE PLANS BLKG BLOCKING AND FINISH SYSTEM MTD MOUNTED REQ REQUIRED m BD BOARD ELEC ELECTRIC(AL) HDW HARDWARE RES RESILIENT LION UNLESS OTHERWISE NOTED B.O. BOTTOM OF EQ EQUAL HDWD HARDWOOD NOM NOMINAL REV REVISION BLDG BUILDING EQUIP EQUIPMENT HT HEIGHT NIC NOT IN CONTRACT R RISER VB VINYL BASE o EWC ELECTRIC WATER COOLER HDF HIGH DENSITY FIBERBOARD NUM NUMBER RD ROOF DRAIN VCT VINYL COMPOSITION TILE CPT CARPET EP ELECTRICAL PANELBOARD HC HOLLOW CORE NTS NOT TO SCALE RM ROOM VWC VINYL WALL COVERING N CLG CEILING EXG EXISTING HM HOLLOW METAL RO ROUGH OPENING VERT VERTICAL N CL CENTER LINE EXP EXPANSION HB HOSE BIB RB RUBBER BASE VIF VERIFY IN FIELD CD CT CERAMIC TILE EJ EXPANSION JOINT HOR HORIZONTAL O.C. ON CENTER VTR VENT THROUGH ROOF E_ CLR CLEARANCE) EXT EXTERIOR HR HOUR OPG OPENING SCHED SCHEDULE PROJECT N0: 12121.014 a COL COLUMN OPP OPPOSITE SECT SECTION WC WATER CLOSET N CONC CONCRETE FIN FINISH INCAN INCANDESCENT OD OUTSIDE DIAMETER SHT SHEET WH WATER HEATER DRAWN BY: JGH ,� CMU CONCRETE MASONRY FF FINISHED FLOOR ID INSIDE DIAMETER OFCI OWNER FURNISHED/ SIM SIMILAR WP WATERPROOF ° UNITS FE FIRE EXTINGUISHER INSUL INSULATION CONTRACTOR INSTALLED SIM OPP SIMILAR, OPPOSITE HAND W/ WITH CONST CONSTRUCTION FEC FIRE EXTINGUISHER INT INTERIOR OFOI OWNER FURNISHED OWNER SWB SLOTTED WALL BOARD a CONT CONTINUOUS CABINET / W/0 WITHOUT INSTALLED WD WOODG2 Ln COPYRIGHT BRUCE M. CARLSON, AIA 2012 04DEMO PLAN KEY NOTES 04 25 GA RUNNER WITH 2" EXISTING ROOF BRUCE M. 04 LONG LEGS ATTACHED STRUCTURE REMOVE EXG CARPET FLOOR AND ADHESIVE THROUGHOUT. a TO METAL DECK WITH CARLSON 04 3/8" FRAMING SCREWS REMOVE ALL EXISTING DISPLAY FIXTURES, THIS INCLUDES CASHWRAP, BACKRWAP, architecture planning , interior design STANDARD RUNNER FREE B.C. DECK DISPLAY TABLES, WALL CABINETS & FIXTURES, ETC. BRUCE M. CARLSON, ARCHITECT TO SLIDE IN LARGER TREMOVE EXG CEILING, LIGHTING, AND HVAC DUCTS AND GRILLS, SEE MECH/ ELEC. 219 N. 2ND ST., SUITE 301 TRACK MINNEAPOLIS, MN 55401 EXG SPRINKLER HEADS TO REMAIN AS APPLICABLE. GC RESPONSIBLE TO RELOCATE AND PHONE: (612) 338-6677 INSTALL AS REQUIRED. SEE RCP FOR ADDITIONAL INFORMATION. FAX: (612) 338-2995 s ' 77 E—MAIL: info®cmarch.com REMOVE EXG PARTITIONS.TYPE "X" GYP BID CONTACT: PHILIP FOSTER pfoster®cmarch BOTH SIDES OF METAL STUDS REMOVE STOREFRONT PREP FOR CONSTRUCTION. ' com 3 5/8" x 20 GA MTL 0 MIN 6" BELOW METAL DECK. 6 STUDS AT 16 , OC MAX BRIDGING PER STUD �7 REMOVE SLIDING GATE DOORS, TRACKS AND ASSOCIATED HARDWARE. CONSULTANTS: III { I TO BE 1" LESS IN I MANUFACTURER 10 LJI LENGTH THAN TOTALREMOVE DISPLAY WINDOW. HEIGHT OF WALL RECOMMENDATIONS 8 EMANUELSON—PODAS I) I I MECHANICAL / ELECTRICAL EXG ELECTRICAL TO REMAIN, SEE ELEC SHEETS. 10401 BREN RD. EAST I I MINNETONKA, MN 55343 NOTES: 10 EXG SERVICE DOOR TO REMAIN. VERIFY WORKING CONDITION OF HARDWARE, REPAIR/ 952-930-0050 1. USE SLIP CONNECTION AT ALL LOCATIONS WHERE REPLACE AS REQUIRED. SCOTT VANDER HEIDEN PARTITIONS ARE THRU TO STRUCTURE 9 5 I 2. GYP BD WHERE REQUIRED I 1 2 ; FLOOR PLAN NOTES II 3 4 6 1 , 2 PARTITION CONNECTION AT DECK II NOT TO SCALE 1. COORDINATE INSTALLATION OF ALL NEW MILLWORK FIXTURES WITH TENANT. `—' rT — — ---� -- ---- --- — --- — --- — — — — � ��� - � 2. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION. I � � I 3. SEE SHEET A3 FOR STORE FIXTURE. E- I — _ - - - _ - - 8 — (� I _I 4. ALL DOOR PIVOTS, CLOSERS & HINGES TO MATCH DOOR HARDWARE. FINISH TO BE lil I I 7 7 { POLISHED NICKEL. f III I SEAL: 3 5 8" x 20 GA BRIDGING PER STUD FLOOR PLAN KEY NOTES / MANUFACTURER �LI MTL STUDS AT 16" RECOMMENDATIONS O ATTACH A 4"x36" PVC TUBE TO WALL NEXT TO ELECTRICAL PANEL FOR PRINT STORAGE 5 OC MAX. AND ACCESS. 5/8 TYPE X GBD —, I 20 GA CHANNEL 2 RECESSED TIN CLG ABOVE. ��� — � SHAPED GALV STEEL 3 CEILING SOFFIT LINE ABOVE. BRUCE M. CARLSON { RUNNER WITH 1 MIN LEGS, ATTACHED TO 4 EXG CEILING SOFFIT LINE ABOVE FINISHED CEILING. CONCRETE FLOOR WITH No. 3112 FASTENERS @ 24" OC Cn MINNEAPOLIS, MINNESOTA - MAX PER U.L. #U419 PARTITION LEGEND ° ° a a TYPE PLAN DESCRIPTION �, OF ► gi aa. EXG DEMISING WALL TO REMAIN/ WALL FURRING, PATCH AND REPAIR AS REQ IN PREPARATION FOR FINISH APPLICATION. >-, MAINTAIN EXG RATING AS REQ. NORTH BRUCE M. CARLSON, ARCHITECT DEMOLITION PLAN3 PARTITION CONNECTION AT SLAB Al 0=19-on '� 3 5/8" X 1 ,5,/8" 20 GA METAL STUDS © 16" OC TO DECK WITH SIGNATU♦� SCALE. 1/4A 1 NOT TO SCALE �— 5/8 TYPE X GYP BD TO 6 ABOVE CEILING SYSTEM, RUN GYP 10-15-12 �. BD TO DECK AT STOREFRONT CONDITIONS. DATE ISSUED 3112 1 5/8" 20 GA METAL STUDS @ 16" OC THICKNESS AS REQ, TO REG. NO. 3�-- 11'-6" AFF WITH 5/8" TYPE "X" GYP BD TO TOP OF FRAMING ON ONE SIDE, ALIGN FLUSH WITH ADJ SURFACES. NOTES: 1. REF 2/A1 FOR PARTITION CONNECTIONS TO DECK ABOVE. THEA R T,,/ 2. REF 3/A1 FOR PARTITION CONNECTIONS TO SLAB. SHAVING® f ` ADJACENT '�� U,i 48'-6 1/4" , ° /J TENANTir DOOR TYPE FRAME TYPE N E W Y R K 4LEASE DIM 3'-6 3 " j / 20'-0" 20'-0" 2'-10 1/2"t 0 Ll i� // WASHINGTON SQUARE z 46 ' J I / { 2„ 3,-0„ 2» MALL 1 SPACE #D05 CORRIDOR o I A4 I I U-CHANGE HARDWARE 9585 SW N - I I I I - " 2 j A4 3 4 I WASHINGTON SQ RD 21A3B00000 CAM, B (YALE) HOLLOW CORE WOOD GLASS WOOD EXG ELEC M A4 I i { I 3 31AK25A5D2— BOTTOM LOCKING FRONT DOOR TYPE-1 TYPE-2 TYPE PORTLAND, OR EQUIPMENT SEE 1 0 ( K205FACTRY—FACTORY KEY 4) ELEC SHEETS � - - - - - - - - - - - -I I I I A5 223 36CT000OOO—CHANGE TOOL ° I I I i K205000000—PRECUT KEY ( 2 SETS OF 6 KEYS) EMEOOX638T KEY EXCHANGE ENVELOPES—2 KEY EXCHANGE ENVELOPES Fn SALES I I ..__ l AREAI I I I I { I I ZREYINSTRUCTIONS—RE—KEY INSTRUCTIONS 0 o J 45 J I DOOR SCHEDULE c' —__ — — __ SHEET TITLE: 1o2A — — — - — — — — — J I DOOR FRAME DETAILS LABEL HDW REMARKS PLAN, SCHEDULE, ADJACENT ' `` l I I 3 NO ROOM SIZE TYPE THK MATL FINISH TYPE MATL FINISH HEAD JAMB SILL GROUP j TENANT 10' 0" 2'-7' AND NOTES o (2)3'-0" — — 101 ENTRANCEx 10 —6 2 1 2 GAS — — — — — — 1 EL S C,D 6'-0" >... ,>...... ........... .1- . ........ ..... .... . BOHI I h 2 10 A BOH ....................... 3 0 x 6 -8 1 1 .3/4" W P. A. .. 9. .A.3.. ........ 1 O A3 1 2 � T4 A WD PT4 8 3 .2 B 1022 d I' A5 1026 TOILET ROOM EXG EXG EXG EXG PT5 EXG EXG EXG EXG EXG EXG — 3 A,D 1 I I AS MALL REMARKS: REVISIONS: o 'n CONCOURSE A. EXG DOOR U—CHANGE LOCKS 1 1 I I 2 B. FABRICATED WOOD 6 PANEL DOOR. Jack Sink N0: DATE: BY: " C. REFER TO STOREFRONT ELEVATIONS FOR ADDITIONAL INFORMATION. 1-800-253-5625 Phone D. LOCKSET TO BE U—CHANGE. REPLACE AS REQUIRED. ALL LOCKSETS TO BE CONST KEYED TO INCLUDE OPERATING KEYS. 405-376-8090 Fax www.securitysolutions—uso.com l� 30'-10 5/8" HARDWARE GROUPS ADJACENT Hardware Set 1 (Door 101) a TENANT Hardware Set 2 (Door 102A) All hardware to be polished chrome where applicable. 3 ea. Hinges 206OR 626 Stanley �- 4 2 ea. Pivot patch 1 ea. Passage set AL1 OS (Lever) 626/619 Schlage o A5 2 ea. Standard thumbturn 1 ea. Bumper 60W G—J N 2 ea, Keyed cylinder, see U—Change Hardware N 2 ea. Flush floor mounted hold open (90') Provide black wall stop. 2 ea. 13/16 Spindle 2 ea. 6"X35-3/4" Bottom Rail w/Lock and Closer Arm Hardware Set 3 (Door 1028) .5 4 ea. Hiawatha door pull, 518 Solid 1"0, 18" Polished chrome PROJECT NO: 12121.014 a p # Verify working condition of all hardware. Replace lock with U—change. N Verify with local official for code compliance. DRAWN BY: JGH NORTH 4 FLOOR PLAN L Provide readily visible durable sign posted on egress side or adjacent to door stating: a Al THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. t SCALE: Ile=l�-0" The sign shall be in letters 1 inch (25 mm) high on a contrasting background. A 1 COPYRIGHT BRUCE M. CARLSON, AIA 2012 M 16 GA METAL TRACK SECURED (4)- 8 GA HANGER WIRES RCP SYMBOLS LEGEND WITH 3/8 DIA X 3 1/2 WEJ-IT SPLAYED @ 45' AT EACH `V ANCHOR BOLTS @ 4'-0" O.C. LATERAL BRACING MARK SYMBOL DESCRIPTION REMARKS BRUCE M. N 0 8 GA HANGER WIRE @ 4'-0" O.C. CHANNEL, ATTACH TO CARLSON MAX AND NOT MORE THAN 6" FROM STRUCTURE W/ 3/8" DIA X A OO ADJUSTABLE CERAMIC METAL HALIDE (TWO HEAD) p 9 9 11-1 1n 3 1/2" WEJ—IT EYEBOLTS, architecture tannin interiordesign n o END OF RUN (3) TURNS MIN CARLSQN M.BRUCE M , B 0 4' DIA RECESSED LOW VOLTAGE MR16 DOWNLIGHT ARCHITECT 1 1/2" METAL CHANNEL @ 12'-0" O.C. 219 N. 2ND ST., SUITE 301 I U } FOR LATERAL BRACE MINNEAPOLIS, MN 55401 C j C 48" LINEAR FLUORESCENT CHANNEL, MOUNTED TO ACT CEILNG PHONE: (612) 338-6677 TENANT FURNISHED, GC INSTALLED #8 SELF TAPPING SCREWS TO FAX: (612) 338-2995 BARBER POLE, PROVIDE BLOCKING PREVENT SLIPPAGE OF WIRE TIES ; CONTACT: PHILIP FOSTER I � AND ELEC, TYP � 1 1/2" METAL CHANNEL @ 4'-0" O.C. E TRACK MOUNTED PAR 20 METAL HALIDE 0 ADJUSTABLE TRACK HEADS WITH 2 OR 4 TRACK pfoster@cmarch.com ._......___ MAX, MAX 6" FROM WALLS FIXT. MANUF. GC TO NG, PROVIDED BY (2) 10 SELF TAPPING SCREWS F �� CONSULTANTS: ..... .•' i. ' : .:.'.... .... . ._.::.. .... - COORDINATE LIGHTING, SERVICE. .00 N 5 8 TYPE X GYP BID COOR / EMANUELSON—PODAS H lO D ADJUSTABLE WALLWASH, LOW MECHANICAL ELECTRICAL VOLTAGE MR16 METAL FURRING CHANNEL CLIP 10401 BREN RD. EAST -. _. :.,�.. �:. . ILLUMINATED >. ^ - SP . Q - �`- Q -. _. :;:_ MINNETONKA, MN 55343 _.. 5 -6' 5'-6 5°-6 5'-6'' S -.6 :► ® STOREFRONT 7/8" METAL FURRING CHANNEL @ — P1 o DECORATIVE DRUM PENDANT MOUNTED AT 6' 6" AFF. 952-930-0050 �. ED 24 0 C MAX 6 FROM WALLS MAX O is SIGN CENTER SCOTTVANDR HEIDEN 2,_�1„ . 4, - 0„ 4�_ . .� OR EXISTING SPRINKLER, DROP DOWN TO NEW CEILING AND ABOVE D SALES N �. \ �; OPENING 0 S RELOCATE AS REQUIRED. GC RESPONSIBLE TO SUBMIT UNDER r AREA . - - �. ' SEPARATE COVER FOR REVIEW & APPROVAL BY AHJ D 0 _ __ 2 SUSPENDED GYP BD CEILING SYSTEM S1 SPEAKER o sa q 2 ,Z« 1. O~ SP 2 X 4 ACT CL2 SCALE 1 1 = — VV @ 10'-0" AFF �: - 0 . . O _ I EXG MALL / BOH O 0 X ® EXIT 1212 SOFFIT ABOVE -I - FINISH CEILNG SEE PLAN FOR PARTITION TYPE I . : 6 -0 ACCESS` 0 O NEL;: TYP — — X1 EXIT/ EMERGENCY FOR INFORMATION ON MATERIAL BRACING NOT ILLUMINATED STOREFRONT MESSAGING GRAPHIC SHOWN HERE SEE 2/A2 N I SIGN CENTERED ABOVE CENTERED IN WINDOW X2 EMERGENCY . _ SEAL DOOR OPENING OPENING 8 GA HANGER WIRE @ 4'-0" O.C. AND AT 6" 5'-.6'' : . 5'-6" I MAX FROM MAIN RUNNER END, FASTEN WITH NOTE: HALF SH TE NIGHT LIGHTS " '� 1 ADED FIXTURES INDICA " ...... . o F� . �, . GYP BD CEILING ja NO LESS THAN 3 TURNS r.... r @ 11'-0" AFF IMF ,RV) ARC /8 - _I N „ HAT CHANNEL @ 2'-0" O.C. LAP 8„ PT1 'N �_ MAX SADDLE TIE TO MAIN RUNNER W 16 GA RCP PLAN NOTES @ 12TI0 A11 FF CL1 MAX WIRE EACH SIDE WITH 3 TIGHT TURNS . MAIN RUNNER CHANNEL REFER TO 2/A2 1• COORDINATE LOCATION OF HVAC W/ RETURN AIR GRILLES & DIFFUSERS. SRI SCE M. CARLSON j z 2. CLEAN EXISTING SYSTEM, IF APPLICABLE, PRIOR TO INSTALLATION OF NEW ca FOR BRACING GRILLES/DIFFUSERS. No. 3112 5/8 TYPE "X” GYP BD AS SPECIFIED 3. COORDINATE ELECTRICAL REQUIREMENTS, PER DWGS, WITH MEP ENGINEER & TENANT'S R+{IN(VfAPOLIS,MINNESOTA FIXTURE MANUFACTURER 24 GA ANGLE, FASTEN TO WALL STUD 4. PROVIDE POWER FOR BARBER POLES, FIXTURE LIGHTING & ILLUMINATED SIGNAGE ' 5. REFER TO ELEC DRAWINGS FOR FIXTURE LIGHTING & ELECTRICAL REQUIREMENTS. AND GYP BD CEILING (FIXED END 6. PRIOR TO ORDERING ANY LIGHTING EQUIPMENT, CONTRACTOR SHALL COORDINATE CEILING CONDITION ONLY) CONDITIONS (NEW & EXISTING), CEILING TYPE, RECESS DEPTHS, & CEILING THICKNESS W/ 0 r 01 < SPECIFIED FIXTURES. NOTIFY ARCHITECT WITH ANY DISCREPANCIES. CONTINUOUS 6" HIGH 16 GA GSM 7. PROVIDE FIXTURES RATED FOR RESPECTIVE CEILING CONDITIONS. BACKING PLATE 8. COORDINATE EMERGENCY LIGHTING & EXIT SIGNAGE REQUIREMENTS W/ ARCHITECT AND MEP ENGINEER. NORTH 9. REMOTE TRANSFORMERS OR BALLASTS ARE TO BE MOUNTED OUT OF NORMAL VIEWING BRUCE CARLSON, ARCHITECT REFLECTED CEILING PLAN 3 SUSPENDED GYP BD CEILING AT WALL ANGLES IN ACCESSIBLE AND WELL VENTILATED LOCATION. USE MANUFACTURER'S RECOMMENDATION FOR WIRE SIZE, MOUNTING REQUIREMENTS, AND MAXIMUM DISTANCE BETWEEN TRANSFORMER/BALLAST AND FIXTURES, COORDINATE EXACT LOCATION WITH SIGNA A2 SCALE: 1/4"=1'-0" A2 SCALE 1 1/2" = 1'-0" ARCHITECT AND/OR ELECTRICAL ENGINEER IN FIELD. 10-15-12 10. PROVIDE NECESSARY LABOR AND EQUIPMENT TO FACILITATE PROPER FOCUSING AND DATE ISSUED ADJUSTMENT OF AIMABLE FIXTURES AS DIRECTED BY THE LIGHTING CONSULTANT VERIFY WITH LIGHTING DESIGNER REQUIREMENTS FOR FOCUSING AFTER DARK. 3112 COMPRESSION STRUT, 11. ALL CONDUIT, J-BOXES, AND MOUNTING TO BE RECESSED, UNLESS OTHERWISE NOTED. REG. N0. WALL SEE DETAIL 7/A2. 12. PROVIDE ACCESS PANELS TO HVAC SYSTEM & LIGHTING AS REQ D, CONFIRM GRILLES. 13. INSTALL SECURITY CLIPS ON DROP-IN TIN CEILING TILES CL1. HANGER SPACING 14. PAINT ALL NEW/ EXG DIFFUSERS PT1. 3'-4" 1'-4" @ 4'-0" OC, MAX. 15. CENTER LIGHTS IN CEILING TILES WHERE APPLICABLE. 9' 1'-0"10� 3/4 8" 8' METAL FURRING THEA R T°� PRIVACY SHIELD ADI CHANNEL CLIP. _ SHAVING® i' COUNTERTOP 1 1/2" CHANNEL�� 24" o. . SPRINKLER NOTES N E W Y G R K @ 4'-0" OC, MAX. ti MAX. SPACING - 5/8" TYPE "X" 1. RELOCATE & ADD SPRINKLER HEADS AS REQUIRED, TYP. CURRENT PLAN IS GYP BD. CEILINGS TO COMPLY WITH REPRESENTATIONAL AND GC SHALL SUBMIT UNDER SEPARATE COVER FOR REVIEW AND T i ASCE SECTION 13.5.6.22 APPROVAL BY AHJ. WASHINGTON 2. SPRINKLER HEADS SHALL BE FULLY RECESSED IN GYP BD CEILINGS WITH COVER PLATES T I PAINTED TO MATCH. SQUARE N N 6 SUSPENDED GYP BD CEILING N Co NOT TO SCALE SPACE #D05 Q 2 -1 1 2 VERTICAL HANGER 0 2'-4 3/4" 4'-4 1/4" 1" 2 3/4" SUSPENSION WIRES SHALL BE OF #12 GAUGE SPACED AT 4' O.C. ALONG EACH FURRING CHANNEL. 9585 S W N 4,_8„ SUSPENSION WIRES SPACED AT GREATER THAN 4' O.C. SHALL BE OF #10 GAUGE. EACH VERTICAL WIRE WASHINGTON SQ RD N SHAURNS AND THELL BE ATTAHED TSTRUCTURECABOVEOWITH AECO NECTIONECAPAB EEOBFECARRYING MINIM E S THANE AOF THRET1 0 POUND TO PORTLAND , OR U) ALLOWABLE LOAD. a' 97223 PERIMETER HANGERS 0 L 4 POINT OF SALE ELEVATIONS AT ALL LOCATIONS THE TERMINAL ENDS OF EACH FURRING CHANNEL OR HAT CHANNEL SHALL BE CL SUPPORTED INDEPENDENTLY A MAXIMUM OF 8" FROM EACH WALL WITH #12 GAUGE WIRE. A2 SCALE 1/2" = 1'-0" LATERAL FORCE BRACING L HORIZONTAL RESTRAINT SHALL BE EFFECTED BY FOUR #12 GAUGE WIRES SECURED TO THE FURRING CHANNEL WITHIN 2" OF THE HAT CHANNEL INTERSECTION AND SPLAYED 90' FROM EACH OTHER AT AN / ANGLE NOT EXCEEDING 45' FROM THE PLANE OF THE CEILING. THESE HORIZONTAL RESTRAINT POINTS ACOUSTICAL CEILING TILE INSTALLATION TO FOLLOW 0) SHALL BE PLACED 8' O.C. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 4' FROM EACH WALL. CBC 13.5.6.2.2 SEISMIC DESIGN CATEGORIES D SHEET TITLE: 3 ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD THROUGH F. SUSPENDED CEILINGS IN SEISMIC ° 1 2" EMT TIGHT TO IMPOSED. DESIGN CATEGORIES D, E AND F SHALL BE DESIGNED REFLECTED CEILING o / ELECTRICAL METAL TUBING NOTE: ATTACH TO STRUCTURAL AND INSTALLED IN ACCORDANCE WITH ASTM C635, / STRUCTURE ABOVE PLAN (EMT) ONLY: STEEL MEMBERS ONLY, DO NOT ASTM C636 AND THE CISCA FOR SEISMIC ZONES 3, o SIZE DIA LENGTH (MAX. HT.) ATTACH TO ROOF DECK. COMPRESSION STRUT 4 AS MODIFIED BY THE FOLLOWING: -0 12 GA VERT HANGER 3/4" EMT, 1/2" 4'-0� REF 5/A2 C COMPRESSION STRUT REQ NOTCH OVER 3/4 5'-2 12 GAUGE VERTICAL A. A HEAVY DUTY T BAR GRID SYSTEM SHALL BE L AT EACH SEISMIC MAIN RUNNER 1" 6 -6;; UNDERSIDE OF STRUCTURE. HANGER COMPRESSION MAIN HANGER WIRE @ USED REVISIONS: ° RESTRAINT 12'-0" O.C. 1 1/4 8'-6 STRUT REQUIRED AT 4'-0" O.C. 12 GA MIN B. THE WIDTH OF THE PERIMETER SUPPORTING EACH WAY AND WITHIN 1 1/2" 9'-6" EACH SEISMIC �° CROSS TEE 1/2' EMT TO STRUCTURE. CLOSURE ANGLE SHALL BE NOT LESS THAN 2 . N0: DATE: BY: 6'-0" OF EACH WALL 2 12,-6„ RESTRAINT 8'-0" OC IN EACH ORTHOGONAL HORIZONTAL DIRECTION, 2,1/2" 161-6" EACH WAY AND WITHIN DIAGONAL WIRE Q DRILL 5/32 HOLE FOR ONE END OF THE CEILING GRID SHALL BE N DRILL 5 32" HOLE FOR * 320'-0" 1/8" BOLT & LOCK NUT 4'-0' OF EACH WALL. BRACING@ 12'-0" O.C. ATTACHED TO THE CLOSURE ANGLE. THE OTHER C: / NOTE: STRUTS, OTHER THAN / ° 1/8" BOLT & LOCK NUT AFTER CEILING IS LEVEL. TURN ACT GRID LEVEL IN (4) DIRECTIONS, 12 END IN EACH HORIZONTAL DIRECTION SHALL / s. EMT. MAY REQUIRE PRIOR TO SETTING TUBE. GA MIN HAVE A 3/4" CLEARANCE FROM THE WALL AND ° AFTER CEILING IS LEVEL ENGINEERING CALCULATIONS. INSTALL BOLT TO SECURE Q h ONE TUBE TO THE j 3 4„ SHALL REST UPON AND BE FREE TO SLIDE ON A v =d U, OTHER. TUBES SHALL MAIN RUNNERS @ CLOSURE ANGLE. � A FOUR 12 GA SPLAY OVERLAP ONE ANOTHER S 4'-0" O.C. C. FOR CEILINGS EXCEEDING 1,000 SF, HORIZONTAL � SP 12 GA SPLAY WIRES, AT LEAST 4" IN FULLY WIRES. SPLAYED 90' RESTRAINT OF THE CEILING TO THE STRUCTURAL SPLAYED 90' FORM EACH FROM EACH OTHER @ �•• EXTENDED POSITIONS. SYSTEM SHALL BE PROVIDED. THE TRIBUTARY OTHER @ 45' MAX FROM NOTE: SECURE STRUCTURAL 45' MAX FROM CEILING AREAS OF THE HORIZONTAL RESTRAINTS SHALL N CEILING PLATE WIRES TO STRUCTURAL STEEL 3/4" EMT, SLEEVE, NOTCH I PLANE. SECURE WIRES BE APPROXIMATELY EQUAL. MEMBERS ABOVE. DO NOT OVER FURRING CHANNEL. `� / 41 WITHIN 2" OF D. CHANGES IN CEILING ELEVATION SHALL BE / ATTACH TO ROOF DECK. 2 ANGLE- SEE MAIN RUNNER INTERSECTION. NOTES � ,. •f .: ,, .,.,, .._ , .. -. ...• . PROVIDED WITH POSITIVE BRACING. FURRING CHANNEL. E. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL PROJECT N0: 12121.014 0 BE SUPPORTED INDEPENDENTLY OF THE CEILING. HAT CHANNEL. DRAWN BY: JGH Q 5 COMPRESSION STRUT— ACT � COMPRESSION STRUT—GYP BD CEILING s ACT DETAIL A2 SCALE 1 1/2 = 1'-0" A2 NOT TO SCALE A2 SCALE 1 1/2" = 1'-0" A2/ COPYRIGHT BRUCE M. CARLSON, AIA 2012 FINISH PLAN KEY NOTES 1 FLOORING HATCH IS REPRESENTATIONAL, GC TO PROVIDE RANDOM LENGTHS. BRUCE M. N 2 PAINT ALL WALLS PT5. 0 CARLSON N architecture planning interior design 3 12 X 72 SHELVING, COORDINATE WITH TENANT FOR HEIGHT, SEE SPEC. Ln BRUCE M. CARLSON, ARCHITECT 219 N. 2ND ST., SUITE 301 I SALES AREA MALL CONCOURSE SCHEDULE PHONE MINNEAPOLIS,612M 3385 66707 U V W I � FINISH c : STOREFRONT DOOR FAX: (612) 338-2995 1 0 9'-81/2NOTE: FINISHES TO HAVE MIN FLAME SPREAD OF CLASS C & MAXIMUM SMOKE DENSITY OF 450. 0 13'-0 1/2" 3'-2 " E—MAIL: info®cmarch.com 5'-10 3/4" ( 1/8" ZINC TRANSITION SYMBOL DESCRIPTION CONTACT: PHILIP FOSTER STRIP pfoster@cmarch.com ............... FL1 MALL TILE FLOORING FLOORING IWO - --- _I s IyI THE JEFFERSON COLLECTION TYPE 2 ENGINEERED ACRYLIC IMPREGNATED FLOORING, CONSULTANTS: _________________________ ________ , N NATURAL COLOR, QUARTERSAWN WHITE OAK, 5-10 GLOSS, TENANT FURNISHED, GC �__ �_ sA1 _ ��- --�__D1 _ - -- ---- i I a INSTALLED EMANUELSON-PODAS I T-- r --i:--7—_ —T ,�� > �,'�V�db`' �---cam ° ° d I I' I -- I VCT FLOOR ARMSTRONG STANDARD EXCELON IMPERIAL TEXTURE VCT 12 X12 X1/8' MECHANICAL / ELECTRICAL 3 I„' I I I I 4 �� I �� I FL2 10401 BREN RD. EAST I i I 51904 STERLING AND 4 VINYL WALL BASE 69 LIGHT GRAY MINNETONKA, MN 55343 5 FLOOR TRANSITION — MALL TO WOOD PAINT / WALL FINISHES 952-930-0050 I I i � I I SCOTT VANDER HEIDEN SALES �� �-- ; I '°`3 NOT TO SCALE PT1 BENJAMIN MOORE 1591 STERLING ECO SPEC WB INTERIOR 373 LATEX FLAT FINISH F_ � _ _ _ _ _ � AREA I BOH BENJAMIN MOORE 2119-30 BABY SEAL BLACK ECO SPEC WB INTERIOR 374 LATEX 1 I I I 101 �� � 9 I i BOH PT2 EGGSHELL FINISH 102 10 I SALES AREA 1/8" ZINC TRANSITION 'i i I I STRIP BENJAMIN MOORE 2125-40 SHADOW GRAY ECO SPEC WB INTERIOR 374 LATEX FL1 FLOAT FLOOR WITH EGGSHELL FINISH — _ LEVELING COMPOUND FOR BENJAMIN MOORE 2119-30 BABY SEAL BLACK ECO SPEC WB INTERIOR 374 — r - N� —r— — — I I FLUSH TRANSITION PT4 SEMI-GLOSS FINISH L-----=--J -----L- ---J �a I �----- � --- I I I J I FL2 PT5 BENJAMIN MOORE 1591 STERLING ECO SPEC WB INTERIOR 373 LATEX EGGSHELL FINISH ------ ---- I I L — — — — — — — — — — — J I m BENJAMIN MOORE 2114-10 BITTERSWEET CHOCOLATE ECO SPEC WB INTERIOR 374 ......... - 8_ -... : l a a PT6 I ° a SEMI-GLOSS FINISH i 2 I WF1 LEE JOFA LINCRUSTA 800.453.3563 GEORGIAN RD1650 LC 21" WIDE, 14 1/2" REPEAT, SEAL: s FLOOR TRANSITION — WOOD TO VCT PAINTED PT2 WF2 TENANT FURNISHED AND INSTALLED COLLAGE PANELS A3 NOT TO SCALE 4 -6 ,I , , d -_� MOULDING PROFILES— ALL MOULDING TO BE MITERED CONNECTIONS ------ ----T---- -------,_ 1 i M� i C� -----C�-----� CORRIDOR TYP I I ----_- _ L----J � ML1 HARDWOOD MOULDING 3 1/2"H X 1/2" THICK PAINTED PT4 1� - — — — — PROVIDE MTL TRANSITION `S POS SAFE, GC _ � ( BOH FASTENESTRIP IRS.TH RED HEAD � / �, I BOLT TO FLOOR 5 -8 ML2 TRIM BEAD POPLAR MOULDING PAINTED PT4 SEE 2/A3 BRUCE M. �ARLSOP FL2 SEALANT ML3 CROWN MOULDING WINDSOR #C230 PAINTED PT4, UNLESS OTHERWISE NOTED +� No. 3112 ML4 HARDWOOD MOULDING 3/4" X 3/4" CORNER GUARD, PAINT PT4 � MNNELAPQLIS, MMNESQTA am a a a CEILING "ARMSTRONG" METALWORKS TIN 2' X 2', PATTERN #56007- LACQUERED STEEL (TLS); �f�,' CL1 GRID SILVER SATIN FINISH TILE NON-PERFORATED (_��+ 0';�� FLOOR TRANSITION — BOH TO CORRIDOR CL2 "ARMSTRONG" CORTEGA #704 2' X 2' TEGULAR TILE, WHITE PRELUDE XL 15/16" A3 EXPOSED TEE GRID SYSTEM #823, WHITE NOT TO SCALE NOTES: NORTH 1. ALL FINISHES ARE TO BE OF COMMERCIAL QUALITY. BRUCE CARLSON, ARCHITECT /oei FURNITURE, FIXTURES, AND EQUIPMENT PLAN VARIES 2. APPLICATIONS OF PAINT SHALL BE ONE (1) COAT PRIMER AND TWO (2) COATS PAINT. PRIMER SHALL BE SPECIFIED OR RECOMMENDED BY PAINT MANUFACTURER. A3 SCALE: 1�4"=�'-0" 5/8" TYPE "X" GYP BD SEE FINISH SIGNA SCHEDULE. 10-15-12 DATE ISSUED METAL FRAMING. VERIFY SIZE OF 3112 NOTE: FRAMING WITH PARTITION LEGEND. FLOORING FINISHES TO REG. NO. CONTINUE UNDER ALL FIXTURES M Ji N WOOD FRAME. PAINT PER PLANS, SHEET Al. THEA R T,,/ W Z - - - . HAVING® , _.._.x s DOOR, SEE PLANS FOR DESIGNATION I ' HEAD AND FINISH. $ IjkRr— » _. _.—.._ 2 - --T-_ �_......._:._W I A3 SCALE: "=1 —0 WASHINGTON : _ BOH AS H I N GTO L1 _.. 3 102 _ __._ .__ _ ._ _ - __- _ _ -� SQUARE ;; _ VARY z TRIM BEAD PROFILE .. .._...._.�.. ° FL2 I i ___._=��►:: -__-=- - _�---r- -� i _._... L_....._ II ; I 5/8" TYPE X GYP BD SEE FINISH SPACE #D05 ii a A3 SCALE 6" _ 1 —O" SCHEDULE. d -y--- ----��` - INFILL WITH MALL METAL FRAMING. VERIFY SIZE OF 9585 S W TILE AS REQ, 3/4' FRAMING WITH PARTITION SCHEDULE. N 4"4" /� �� �►.. COORDINATE WITH WASHINGTON SQ RD j `�` /� �\ MALL MANAGEMENT \_ PORTLAND , OR NORTH N WOOD FRAME. PAINT PER PLANS, 97223 Q 4 FLOOR FINISH PLAN SHEET Al. DOOR, SEE PLANS FOR DESIGNATION SCALE. �/8�=��—O� AND FINISH. ML2 a3 g JAMB SHEET TITLE: FF&E SCHEDULE FINISH PLAN CORNER GUARD NOTES: A3 SCALE: 3"=�'—O" ALL OUTSIDE CORNERS TO SYMBOL DESCRIPTION COLOR/STYLE FINISH o RECEIVE WOODEN CORNER GUARD FINISH TO MATCH ADJ SURFACES LOUNGE CHAIR B809 BLACK TRADITIONAL -o ALL EDGES TO BE SANDED GUEST CHAIR o SMOOTH �2 LOUNGE CARPET 4' x 4' AREA RUG - WOOD FRAME. PAINT PER PLANS, 0 SHEET Al. REVISIONS: I �3 SIDE TABLE SAARINEN MARBLE SIDE TABLE BLACK DOOR, SEE PLANS FOR DESIGNATION N0: DATE: BY: I � WF1 ML4 24" HEIGHT #405 CUSTOM COLORS TO AND FINISH. Q- 1 ® BARBER POLE STAINLESS STEEL (n ro MATCH PMS BLACK AND PMS #425 C: a)SIDE MOUNT- 26" X 7" X 4" TRANSITION STRIP AS REQUIRED. �5 BARBER SPA SIGN b)TOP MOUNT- 26" X 7" X 4" BLACK ALUMINUM SEE SHEET A3. BENCHMARK 11.5" DIA, WALL MOUNTED © CLOCK CLOCK WOOD AND METAL FLOOR FINISH. SEE SHEET A3. �7 CUSTOM PICTURE FRAMES CUSTOM SIZES IN "BLACK SATIN" VARIES o SERIES AND BLACK TIE AFFAIR SERIES SILL N ® COAT HOOKS AUBREY HOOK 24150050PN POLISHED NICKEL N A3 SCALE: 3"=1'-0" — — — — 9 BARBER CHAIR COMMANDER - ML1 SALON MAT EL406OX 4'X6' W/ CHAIR PROJECT NO: 12121.014 N 10 FATIGUE MAT DEPRESSION BLACK DRAWN BY: JGH 11 rT- TYPICAL SALES AREA FINISHES ELEVATION 11 MESSAGING GRAPHIC 48" x 48" - Q A3 " 24" x 36" TENANT FURNISHED, GC _SCALE 1/2 = 1 —0 12 MIRROR INSTALLED 9 A3 NOTE:SEE G2 SHEET FOR COMPLETE FF&E SCHEDULE 0i COPYRIGHT BRUCE M. CARLSON, AIA 2012 o_ NOTES: COLLAGE PANEL PATTERNS 1. GC TO REFER TO MILLWORK MANUFACTURERS DRAWINGS FOR BY FIXTURE VENDOR, COORDINATION ON WF2 COLLAGE PANELS. GRAPHIC REPRESENTATION 2. TENANT FURNISHED ARTWORK TO BE COORDINATE WITH FOR N SHOWN HERE INSTALLATION BRUCE M. N PT1 ML3 0 ML3 CARLSON architecture planning interior design LO I PT3 PT3 BRUCE M. CARLSON, ARCHITECT 0 T I I PT2 PT2 219 N. 2ND ST., SUITE 301 L< ML2 ML2 MINNEAPOLIS, MN 55401 PHONE: (612) 338-6677 _.............-. -� . .- 1- -- _............................--- - - FAX: (612) 338-2995 o WF1 4 3.,1, g,. 4 L �' _ # WF1 ! f.._._...._.._ t_ t......_......__...----- - - - - --- WF1 E-MAIL: info®cmarch.com tt 2' 8" 2' 1" I ,.,'• ( f'. i , f ---....rl --: :...:_.:,_.—L-..—_:_J ......._:::::.:_:::..-__.-: - .. ....__ _.-. .......------.._------ - .........._. - CONTACT: PHILIP FOSTER P foster0cmarch.com i WF2 , _.:_._.:.:........ : ....._ _..:__.. . __.._............................_....._.........._ <:. .:...-_._......:.. , ... . 12 Al D1 CONSULTANTS �.„ -- C I 41'li, I ! 14i O ..... O �I { ' II'. . . __: - _-__:::___-_. -_. .. ................................._.......... __.._..__ .:.:............:::_:.-_ NUELSON-PODAS I _I I - MECHANICAL ELECTRICAL ., 1 _ M co co IV { G5 {f, ' ? ! Z1 5 BREN RD EAST `n 10401 II I) \ ! 55343 J: A -930-0050� li 952N TN �_. _.. _ _ .._.�.:. .. _.._ A4 EXG MALL BULKHEAD SCOTT VANDER HEIDEN 1 INTERIOR ELEVATION 2 INTERIOR ELEVATION _ A4 SCALE 1/4" = 1'-0" A4 SCALE Ile = 1'-0" T.O. FIXTURE PANEL x @ 14'-0" AFF STOREFRONT COLLAGE SYSTEM FURNISHED AND INSTALLED BY MILLWORK VENDOR, GC TO COORDINATE DURING INSTALLATION ML3 ML3 PT1 SEAL: PT3 PT3 HAT CHANNEL FRAMING 3 5/8" METAL STUD - ------ ----------- ----- -- ---- _ - SEE SHEET A2 " I — KICKERS 48 O.C. RUN TO PT2 PT2 I �' DECK FOR STOREFRONT IK I I I, SUPPORT \ ML2 ML2 — J.. TENANT SIGNAGE AND APPROVAL ` '' I T WF2 5/8" TYPE "X" GYP BD BY SIGN VENDOR, SUBMITTED .. . .-....._. _..................._. r , UNDER SEPARATE OVER, GC TO __._ _ .................. PROVIDE ELEC REQ ML3 BRUCE M. CARLSON i Li - _ j FINISH CEILING :.. ::_. 7 �❑❑ :{ ' @ 11'-0" AFF _PT No.No 3112 _. ... C1.. ---._....' �_� .� k4INNEAPOLIS, MINNESOTA — — _J I — — - �� T 0 STOREFRONT __.._...._ ----- 7 O __--- -.._.._ - @ 10 6 AFF I -- IF T I I G 5 PT3 I\ N. 0 _.....:._........-1- r--- --_-- _ ...._..... ML ATM ML1 / 3 INTERIOR ELEVATION 4 INTERIOR ELEVATION BRUCE M. CARLSON, ARCHITECT A4 SCALE 1/40 = 1$-0" A4 SCALE 1/4' = 11-0" SIGNATOR 10-15-12 DATE ISSUED 3112 FF&E SCHEDULE FINISH SCHEDULE REG. N0. SYMBOL DESCRIPTION COLOR/STYLE FINISH NOTE: FINISHES TO HAVE MIN FLAME SPREAD OF CLASS C & MAXIMUM SMOKE DENSITY OF 450. [1 LOUNGE CHAIR 8809 BLACK TRADITIONAL SYMBOL DESCRIPTION GUEST CHAIR FLOORING THEA RT°/ [2 LOUNGE CARPET 4' x 4' AREA RUG - / SHAVING® THE JEFFERSON COLLECTION TYPE 2 ENGINEERED ACRYLIC IMPREGNATED FLOORING, �3 SIDE TABLE SAARINEN MARBLE SIDE TABLE BLACK FL1 NATURAL COLOR, QUARTERSAWN WHITE OAK, 5-10 GLOSS, TENANT FURNISHED, GC / / INSTALLED N E W Y O A K 24" HEIGHT #405, CUSTOM COLORS TO VCT FLOOR, ARMSTRONG STANDARD EXCELON IMPERIAL TEXTURE VCT 12"X12"X1/8" ® BARBER POLE MATCH PMS BLACK AND PMS #425 STAINLESS STEEL FL2 51904 STERLING AND 4" VINYL WALL BASE 69 LIGHT GRAY f5 BARBER SPA SIGN a)SIDE MOUNT- 26" X 7" X 4" BLACK ALUMINUM PAINT / WALL FINISHES b)TOP MOUNT- 26" X 7' X 4 WASHINGTON � BENCHMARK 11.5" DIA, WALL MOUNTED PT1 BENJAMIN MOORE 1591 STERLING ECO SPEC WB INTERIOR 373 LATEX FLAT FINISH SQUARE > © CLOCK CLOCK WOOD AND METAL LiBENJAMIN MOORE 2119-30 BABY SEAL BLACK ECO SPEC WB INTERIOR 374 LATEX I 7 CUSTOM PICTURE FRAMES CUSTOM SIZES IN "BLACK SATIN" VARIES PT2 EGGSHELL FINISH Li SERIES AND BLACK TIE AFFAIR SERIES SPACE D05 Q PT3 BENJAMIN MOORE 2125-40 SHADOW GRAY ECO SPEC WB INTERIOR 374 LATEX 8 COAT HOOKS AUBREY HOOK 24150050PN POLISHED NICKEL EGGSHELL FINISH 0 PT4 BENJAMIN MOORE 2119-30 BABY SEAL BLACK ECO SPEC WB INTERIOR 374 9585 S W N 0 BARBER CHAIR COMMANDER - SEMI-GLOSS FINISH WASHINGTON SQ RD % 10 FATIGUE MAT SALON MAT EL406OX 4'X6' W/ CHAIR BLACK PT5 BENJAMIN MOORE 1591 STERLING ECO SPEC WB INTERIOR 373 LATEX EGGSHELL FINISH PORTLAND , OR Cn DEPRESSION (nBENJAMIN MOORE 2114-10 BITTERSWEET CHOCOLATE ECO SPEC WB INTERIOR 374 97223 P T6 0° SEMI-GLOSS FINISH 11 MESSAGING GRAPHIC 48" x 48" - a_ 24" JOFA LINCRUSTA 800.453.3563 GEORGIAN RD1650 LC 21" WIDE, 14 1/2" REPEAT, 12 MIRROR III24" x 36" TENANT FURNISHED, GC _ WF1 INSTALLED PAINTED PT2 L 0 NOTE:SEE G2 SHEET FOR COMPLETE FF&E SCHEDULE WF2 TENANT FURNISHED AND INSTALLED COLLAGE PANELS / MOULDING PROFILES— ALL MOULDING TO BE MITERED CONNECTIONS 0) SHEET TITLE: ML1 "" 0 HARDWOOD MOULDING 3 1/2"H X 1 2THICK PAINTED PT4/ / 1/2" THICK CLEAR INTERIOR ELEVATIONS & j STOREFRONT DOOR ML2 TRIM BEAD POPLAR MOULDING PAINTED PT4 SEE 2/A3 STOREFRONT SECTION 0 -o ML3 CROWN MOULDING WINDSOR #C230 PAINTED PT4, UNLESS OTHERWISE NOTED / a C o ML4 HARDWOOD MOULDING 3/4" X 3/4" CORNER GUARD, PAINT PT4 REVISIONS: I CEILING 6" BOTTOM RAIL, BRONZE NO: DATE: BY: � CL1 "ARMSTRONG" METALWORKS TIN 2' X 2', PATTERN #56007- LACQUERED STEEL (TLS); FINISH (MATCH BREAK METAL) GRID SILVER SATIN FINISH TILE NON-PERFORATED ° "ARMSTRONG" CORTEGA #704 2' X 2' TEGULAR TILE, WHITE PRELUDE XL 15/16" CL2 EXPOSED TEE GRID SYSTEM #823, WHITE U) N OTES: 1. ALL FINISHES ARE TO BE OF COMMERCIAL QUALITY. 2. APPLICATIONS OF PAINT SHALL BE ONE (1) COAT PRIMER AND TWO (2) COATS PAINT. PRIMER o SHALL BE SPECIFIED OR RECOMMENDED BY PAINT MANUFACTURER. N N CD C > PROJECT NO: 12121.014 a co DRAWN BY: JGH I- 5 STOREFRONT ENTRY SECTION a A4A4 SCALE 1O = 1'-0" / 6i COPYRIGHT BRUCE M. CARLSON, AIA 2012 N I 5 ILLUMINATED STOREFRONT SIGN MOUNT ILLUMINATED STOREFRONT SIGN MOUNT 9,F oj q4 CENTERED IN FIXTURE PANEL, GC COORDINATE CENTERED IN FIXTURE PANEL, GC COORDINATE j t BLOCKING AND POWER REQ, SEE ELEC BLOCKING AND POWER REQ, SEE ELECAL A cv F PROVIDE GLAZING CLIPS ONx� N I STOREFRONT GLASS AS REQ ., ( fi > .. 41- » 4'_O» i f` CARLSON architecture planning , interior design ul EXG MALL BULKHEAD, TYP BRUCE M. CARLSON ARCHITECT -- 219 N. 2ND ST. SUI E 3 r- T 01 : l: fTli fi WF2 PANELS BULKHEAD t I F-7—, 4 yl rTH MINNEAPOLIS MN 55401 IN SECTION TYPI NEUTRAL PIER TYP PHONE. x612 338 6677 BOTH SIDESi ,,_ __: �_ THE I , FAX: 612 338-2995 x l _a COLLAGE PANEL PATTERNSI A T ,, , L , RT � ;i .- - - E—MAIL: InfoI ®cmarch.com .�_�T_ 1, BY FIXTURE VENDOR •:-----= '. ';; WF2: WF2® (. ! i !SHA ING . �_ _--�, ---- � . AV I N G N I GRAPHIC REPRESENTATION CONTACT. PHILIP FOSTER i i j OL-tit I 1 COLLCUI:LAGI'l I I I : SHOWN HERE fosterC�cmarch.com E O N E W Y O R I+` N W II K - I :':`r 1 � Y R K i r li I j I { is I Ii I i _ k ------------- : J I N LTANTS: j / ( ! 5 f DAS 3/4 REVEAL M71 1 ECHANICAL / ELECTRICAL A5 � 10401 BREN RD. EAST / ' MINNETONKA, MN 55343 952-930-0050 RECESSED GLAZING CHANNELS _ I i.' SCOTT VANDER HEIDEN AT HEAD, TYP I t 1 � � e I E _ EXG MALL EXG MALL % % % I l 11 I! E THERMOSTAT .THERMOSTAT t I I ! I o j o NEIGHBORING- TENANT EIGHBORING TENANT FINISHES TO REMAIN 1 I SEAL: ! I - ------------------- L 5 / A5 rr�� BRUCE M. CARLSON No. 3112 1 -0 1/1" 6'-0" � 9'-8" � 11'-6 1/2" 1'_O°� �4INf�lI$,MINNESOTA BREAK METAL BASE: BREAK METAL BASE: ,�► COLOR BRONZE, TYP. COLOR BRONZE, TYP. �0 \'__LEASE LINE TYP. OF 0 STOREFRONT ELEVATION 2 STOREFRONT ELEVATION 3 STOREFRONT ELEVATION A5 SCALE 1/2 0 1'-0" A5 SCALE 1/2 v 1'-0" A5 SCALE 1/2" 1'-0" BRUCE M. CARLSO , ARCHITECT IF SIGNATU 10-15-12 DATE ISSUED 3112 REG. N0. WITHALIGEXG WALL BULKHEAD UCTION ABOVE A5 ,3'-0" 4'-8" o L----------------------------------------— I ( i THEARTo/ z SHAVING® L0 1 1 N E W Y O A K II I I ' � r — WASHINGTON of I M I 3 tD j j EXG METAL REVEAL M I w � i ' - ---- - ----- - -- - -- --- - -�-- -- ---- - -»-- - ---- - ----- - ---- - ----- - ---- - -- SQUARE 3/4 FLAT WOOD RETURN, 31-0" X I i ENSURE FINISH FACE �, ! wF2 SPACE #D05 a II STRIPES, PT3 COLLAGE BEHOINIDE5/8RRGYP BID REQ STOREFRONT COLLAGE, 9585 S W o GC COORDINATE N j I BLOCKING REQ WASHINGTON SQ RD j I I AS REQOUS BLOCKING PORTLAND , O R 6 NEUTRAL PIER DETAIL 97223 Cn j a j I j RECESSED GLAZING A5 • �— i i 1 CHANNEL, TYP PT2 PT6 SCALE 1/2 = 1 0 Z2 L I O j 1 I SHEET TITLE: 3 I I ' j STOREFRONT ELEVATIONS o f O o i 1/2" TEMPERED SAFETY I ( GLAZING AND SECTIONS ------ - ------ - - ! 6" GLAZING BASE ML4 WF1 - - - - - - - - I - BRONZE FINISH, TYP (MATCH BREAK METAL) o I I I REVISIONS: a I I (J RUN FLEXIBLE METAL WF1 j I 1 SECURE PER CONDUIT IN GLAZING _ N0: DATE: BY: j 1 MANUFACTURES BASE, SEE ELEC SHEETS 'n N I RECOMENDATIONS j FL1 EXG MALL TILE PT6 00 d N L o � 11'-6 1/2" 1 _0 Z : a" '� -0" PROVIDE AT LEASE REVEAL, N L------- ------------------- ---- ---- ----------------------- ----- ---- -------J A5 a WITH EXG BULKHEAD ABOVE WF2 COORDINATE WITH LL ALIGN WALL CONSTRUCTION C14 COLLAGE 3/4" FLAT WOOD RETURN, PROVIDE FURRING AS REQ ENSURE FINISH FACE BEHIND 5/8" GYP BD PROJECT NO: 12121.014 a N DRAWN BY: JGH 0 4 ENLARGED STOREFRONT PLAN 5 GLAZING SECTIONS NEUTRAL PIER DETAIL A5 SCALE 1/2 ON 1'-0" A5 SCALE 1/2" 1'-0" A5 SCALE 1/20 1'-0" A 5 N COPYRIGHT BRUCE M. CARLSON, AIA 2012 m -- ---- - -- - --- - - - - - ---- --- --- - - --- , - - -- - 0. N �� N DIVISION t -GENERAL REQUIREMENTS e. SUBCONTRACTORS SHALL ASCERTAIN,BEFORE PROCEEDING WITH THE WORK,THAT IT WILL NOT L.TEMPORARY FACILITIES AND CONTROLS: d. FINAL CLEANING SHALL BE PERFORMED NO MORE THAN ONE DAY PRIOR TO MERCHANDISE ARRIVAL. p SECTION 1 B-SUPPLEMENTARY CONDITIONS INTERFERE WITH THE WORK OF OTHER SUBCONTRACTORS. WORK THAT DOES INTERFERE SHALL NOT 1. PROVIDE TEMPORARY FACILITIES AND CONTROLS AS NECESSARY TO COMPLY WITH SAFETY CRITERIA AS IF STORE CLEANLINESS IS UNSATISFACTORY,OWNER RESERVES THE RIGHT TO EMPLOY CLEANING 6 CUT OR OTHERWISE DAMAGE THE WORK OF OTHER CONTRACTORS AND SHALL BEAR THE COST OF ESTABLISHED BY FEDERAL,STATE AND LOCAL AUTHORITIES,OSHA AND LANDLORD. SERVICE AND DEDUCT COST PLUS 10 PERCENT FROM THE CONTRACT. x , �� A. ARTICLES IN THIS SECTION ARE SUPPLEMENTARY IN NATURE TO THE PROVISIONS OF THE AIA A201-1997- DAMAGE DONE IN DISREGARD OF THIS REQUIREMENT. a. ENSURE THE SAFETY OF CONSTRUCTION WORKERS,AND GENERAL PUBLIC. e. CONTRACTOR IS RESPONSIBLE FOR CLEANUP OF ALL TRADES. BRUCE M. o GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. THIS AIA DOCUMENT SHALL BE f. EACH SUBCONTRACTOR SHALL EXAMINE THE DRAWINGS AND SPECIFICATIONS RELATIVE TO THE 2. PROVIDE TEMPORARY ENCLOSURES, BARRICADES,FENCES,ETC.WITH ACCESS DOORS AS REQUIRED 9. CLOSEOUT I$ CARLSON cv INCORPORATED INTO THE CONTRACT DOCUMENTS AND SHALL BE BINDING TO THE CONTRACT AS IF WORK OF OTHER TRADES AND TO INFORM THEMSELVES OF THE EFFECT SAME MAY HAVE ON THE BY LANDLORD TO SECURE THE WORKING AREA AND PROVIDE PUBLIC SAFETY. a. CLOSE OUT REQUIREMENTS RELATE TO BOTH FINAL COMPLETION OF THE ACTUAL PHYSICAL WORK architecture - planning • interior design to WRITTEN HEREIN. WORK OF THEIR TRADE AND PROPERLY CORRELATE SAME,THAT A FINISHED JOB MAY RESULT. 3. PROVIDE 12'-0"HIGH DUSTPROOF SOLID BARRICADE,NOT MORE THAN T-0"FROM THE LEASE LINE. AND SUBSTANTIAL COMPLETION OF THE WORK. COMPLY WITH THE GENERAL CONDITIONS AND � 1. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, g. CONTRACTOR SHALL UTILIZE UNION LABOR IN REQUIRED AREAS. CONSTRUCTION SHALL BE OF METAL STUDS AT 16'ON CENTER WITH PAINTED 1/2"GYPSUM BOARD COMPLETE THE FOLLOWING BEFORE REQUESTING INSPECTION OF THE WORK OR DESIGNATED O METHODS,TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF 1 3. OWNERIVENDOR COORDINATION: CONTRACTOR SHALL COORDINATE AND SCHEDULE THE WORK OF FINISHED IN ACCORDANCE WITH LANDLORD CRITERIA. PROVIDE FLAT ROOF OF SAME CONSTRUCTION. PORTION THEREOF FOR SUBSTANTIAL COMPLETION. BRUCE M. CARLSON, ARCHITECT - THE WORK UNDER THE CONTRACT, UNLESS CONTRACT DOCUMENTS GIVE OTHER SPECIFIC SEPARATE OWNER/VENDOR FURNISHED COMPONENTS, ENSURING THE COORDINATION OF ALL TRADES. REFER TO LANDLORD'S DESIGN CRITERIA FOR ADDITIONAL REQUIREMENTS.OBTAIN LANDLORD i. SUBMIT INSTRUCTION HANDBOOKS&PAPERWORK, INCLUDING PACKING SLIPS&BILLS OF LADING, 219 N. 2ND ST., SUITE 301 t MN 55401 ,ISMINNEAPOL INSTRUCTIONS CONCERNING THESE MATTERS. a. CONTRACTOR TO VERIFY REQUIREMENTS OF OWNER EQUIPMENT PRIOR TO THE START OF APPROVAL FOR SIGNAGE ON THE BARRICADE. FOR CONTRACTOR AND OWNER FURNISHED MATERIALS AND EQUIPMENT,IN A MARKED ENVELOPE. PHONE: IS, 338-6677 a 2. UNLESS OTHERWISE DEFINED BY OWNER,SUBMIT BIDS ON CONTRACTOR'S PREFERRED FORM. CONSTRUCTION AND OBTAIN CATALOG CUT SHEETS OF EQUIPMENT FROM OWNER. 4. PROVIDE TEMPORARY UTILITIES AND MAKE SAME AVAILABLE TO SUBCONTRACTORS.COORDINATE THE ii. SUBMIT EXECUTED WARRANTIES,WORKMANSHIP BONDS, MAINTENANCE AGREEMENTS, FAX: 612 338-2995 o LOCATION OF ALL ACTIVE LANDLORD UTILITY LINES SERVING THE PROJECT AND TAKE NECESSARY INSPECTION CERTIFICATION AND SIMILAR REQUIRED DOCUMENTATION FOR SPECIFIC UNITS OR E-MAIL: inf af�►c}arch.com --, B.SCOPE OF WORK: F.INSURANCE AND BONDS: STEPS TO PROTECT THEM AND COMPLY WITH THE REQUIREMENTS OF THE UTILITY COMPANIES. WORK,ENABLING OWNER'S UNRESTRICTED OCCUPANCY AND USE. 1. THESE DRAWINGS AND SPECIFICATIONS DESCRIBE THE ARCHITECTURAL AND ENGINEERING 1. CONTRACTOR AND SUBCONTRACTORS SHALL CARRY AND MAINTAIN INSURANCE COVERAGE FOR NO INDIVIDUAL SUBCONTRACTORS ARE RESPONSIBLE FOR CONNECTIONS TO UTILITY LINE LOCATIONS,TAPS - iii.SUBMIT RECORD DOCUMENTATION(INCLUDING ONE SET OF AS-BUILT RECORD CONSTRUCTION CONTACT: PHILIP FOSTER REQUIREMENTS FOR THE CONSTRUCTION OF THE PROJECT INDICATED ON THE TITLE BLOCK ON THE LESS THAN THE LIMITS INDICATED HEREIN.PROVIDE ADDITIONAUHIGHER INSURANCE COVERAGE LIMITS AND REMOVAL OF TEMPORARY SERVICES WHEN NO LONGER NECESSARY. DOCUMENTS). FINALIZE CHANGES ON CONSTRUCTION DOCUMENTS AND MARK ALL APPROVED pfoster0cmarch.com SHEET. UNLESS OTHERWISE NOTED,THE CONTRACTOR SHALL PERFORM THE WORK DESCRIBED BY THAT ARE REQUIRED PER LANDLORD CRITERIA IN EXCESS OF LIMITS LISTED HEREIN. 5. CONTRACTOR IS RESPONSIBLE FOR PAYMENT OF TEMPORARY CONSTRUCTION UTILITY CHARGES, LANDLORD,BUILDING DEPARTMENT,FIRE MARSHAL AND OWNER CHANGES ON THE DOCUMENTS THESE DOCUMENTS. 2. EACH SUBCONTRACTOR SHALL FURNISH TO CONTRACTOR,TWO(2)COPIES EACH OF CERTIFICATES OF 6. PROVIDE JOBSITE TELEPHONE CAPABLE OF RECEIVING INCOMING CALLS FOR THE DURATION OF USING A CLOUD PROCEDURE THAT CLEARLY DISTINGUISHES THE CHANGES FROM THE ORIGINAL CONSULTANTS: a. THE WORK IS A RENOVATION TO EXISTING CONSTRUCTION. THEREFORE, IT IS ABSOLUTELY INSURANCE HEREIN REQUIRED FOR EACH COPY OF THE AGREEMENT WHICH SHALL SPECIFICALLY SET CONSTRUCTION. PROVIDE TELEPHONE NUMBER TO OWNER. WORK. FORWARD RECORD DOCUMENTS TO BOTH THE ARCHITECT AND OWNER. ESSENTIAL THAT THE CONTRACTOR VISIT THE SITE TO DETERMINE THE EXTENT OF THE EXISTING FORTH EVIDENCE OF ALL COVERAGE REQUIRED. 7, PROVIDE GENERAL HAULING&TRASH DISPOSAL FROM THE SITE. PROVIDE GENERAL CLEANUP OF THE iv. SUBMIT MAINTENANCE MANUALS,TOOLS,SPARE PARTS, KEYS AND SIMILAR ITEMS. WORK TO REMAIN,THE EXTENT OF THE EXISTING WORK TO BE REMOVED AND THE EXTENT OF THE 3. CONTRACTOR SHALL FURNISH CERTIFICATES OF SUCH INSURANCE TO OWNER WITHIN FIVE(5)DAYS OF PROJECT,BUILDING AREA AND THE REMOVAL OF TRASH AND DEBRIS FROM THE WORK AREAS. v. SUBMIT COPY OF FINAL CERTIFICATE OF OCCUPANCY TO OWNER. PROVIDE ORIGINAL EMAN U ELSON-PODAS EXISTING WORK TO BE COORDINATED. . SIGNING CONTRACT. THESE CERTIFICATES SHALL PROVIDE THAT COVERAGE AFFORDED UNDER THE 8. PROVIDE AND MAINTAIN ADEQUATE ENVIRONMENTAL CONDITIONS TO FACILITATE PROGRESS OF THE CERTIFICATE OF OCCUPANCY TO STORE MANAGER. MECHANICAL f ELECTRICAL 2. IT IS THE INTENT OF THIS CONTRACT THAT A JOB,COMPLETE IN EVERY RESPECT SHALL BE PROVIDED POLICIES WILL NOT BE CANCELED UNTIL TEN (I 0)DAYS PRIOR WRITTEN NOTICE HAS BEEN GIVEN TO WORK. MEET SPECIFIED MINIMUM CONDITIONS AND PROTECT MATERIALS FROM DAMAGE. A. COMPLETE INSTRUCTION OF OWNER'S OPERATING PERSONNEL AND START-UP OF SYSTEMS. 10401 BREN RD. EAST TO THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FULL AND COMPLETE EXECUTION THE OWNER. 9. PROVIDE TEMPORARY PROTECTIVE COVERING OF EQUIPMENT,MERCHANDISE,FINISHES,FLOORING, vii.COMPLETE FINAL CLEANING AND REMOVE TEMPORARY FACILITIES,TOOLS AND CONTROLS. MINNETONKA, MN 55343 OF THE PROJECT AND SHALL INCLUDE ALL LABOR,MATERIALS,EQUIPMENT AND INCIDENTALS 4. THE CONTRACTOR SHALL FURNISH TO THE OWNER COPIES OF ENDORSEMENTS THAT ARE ETC.,DURING CONSTRUCTION,TO PREVENT DAMAGE. 952-930-0050 NECESSARY TO COMPLETE THE WORK,WHETHER SPECIFIED OR NOT,TO COMPLY WITH THE FULL SUBSEQUENTLY ISSUED AMENDING COVERAGE OR LIMITS. DIVISION 2-SITE WORK SCOTT VANDER HEIDEN INTENT OF THESE DOCUMENTS. 5. LIMITS: M. PRODUCT REQUIREMENTS 02060 BUILDING DEMOLITION 3. CONTRACTOR AND SUBCONTRACTORS SHALL INSTRUCT ALL PERSONS,PREPARING BIDS ON WORK, a. WORKMEN'S COMPENSATION INSURANCE IN FULL COMPLIANCE WITH THE LAWS OF THE STATE OR 1. ORDERING OF MATERIALS: PART 1 -GENERAL THAT THE GENERAL CONDITIONS AND SUPPLEMENTARY CONDITIONS APPLY TO EACH SECTION OF THE STATES IN WHICH WORK UNDER THIS CONTRACT IS PERFORMED TO INCLUDE EMPLOYER'S LIABILITY a. CONTRACTOR IS ADVISED, DUE TO THE ACCELERATED CONSTRUCTION SCHEDULE,TO ORDER SPECIFICATION. THE MENTION,HEREIN,OF MATERIALS ARTICLES,OPERATIONS AND METHODS WITH MINIMUM LIMITS OF$100,000,ORAS REQUIRED BY OWNER. . BUILDING MATERIALS,FIXTURES AND FINISH MATERIALS AS SOON AS POSSIBLE. UNLESS A. SELECTIVE DEMOLITION APPLICABLE TO THE CONTRACT WORK REQUIRES THAT THE CONTRACTOR PROVIDE EACH ITEM b. COMPREHENSIVE GENERAL LIABILITY: CONTRACTOR NOTIFIES OWNER IN WRITING WITHIN TEN(10)DAYS OF CONTRACT DATE OF DELAYS, 1. THIS SECTION IS INCLUDED FOR GENERAL REFERENCE OF WORK TO BE REMOVED BY THE CONTRACTOR. MENTIONED OR INDICATED,OF QUALITY OR SUBJECT TO QUALIFICATIONS NOTED,PERFORM 1. BODILY INJURY,INCLUDING DEATH: $500,000 MINIMUM,OR AS REQUIRED BY OWNER. CONTRACTOR ASSUMES THE RESPONSIBILITY FOR THE TIMELY DELIVERIES OF COMPONENTS 2. CONSULT DEMOLITION PLANS INCLUDED WITH PROJECT DOCUMENTS FOR ADDITIONAL NOTES AND SITE ACCORDING TO THE CONDITIONS STATED FOR EACH OPERATION PRESCRIBED. if.PROPERTY DAMAGE: $300,000 MINIMUM, OR AS REQUIRED BY OWNER. REQUIRED TO CONSTRUCT THE PROJECT(REGARDLESS OF SUPPLIER OR SOURCES, DOMESTIC OR SPECIFIC ITEMS. 4. CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF ENGINEERING c. COMPREHENSIVE AUTOMOBILE LIABILITY: NOT)WITHIN THE TIME ALLOTTED AS SPECIFIED IN THE CONTRACT. 3. DEMOLITION INCLUDES REMOVAL OF THE EXISTING INTERIORS,IF REQUIRED, BUT NOT LIMITED TO AND CONSTRUCTION OF THEIR RESPECTIVE TRADE AND COORDINATION WITH THE ARCHITECT. I. BODILY INJURY,INCLUDING DEATH: $300,000 MINIMUM,OR AS REQUIRED BY OWNER. 2. RECEIVING OF MATERIALS: INTERIOR PARTITIONS,CABINETS,SUSPENDED CEILING TILE, ELECTRICAL,MECHANICAL,ETC.,AS 5. BUILDING CODES&REGULATIONS: COMPLY WITH ALL RULINGS,ORDINANCES,CODES&REQUIREMENTS if.PROPERTY DAMAGE: $100,000 MINIMUM,OR AS REQUIRED BY OWNER. a. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING AND VERIFYING SHIPMENTS OF OWNER SUPPLIED REQUIRED,AS SHOWN OR AS DIRECTED. OF AUTHORITIES HAVING JURISDICTION OVER THIS PROPERTY AND INDEMNIFY OWNER FROM DAMAGES. 6. CERTIFICATE OF INSURANCE MUST BE MADE OUT TO THE OWNER. MATERIALS. THIS INCLUDES VERIFYING PACKING LISTS AGAINST ORDER FORMS AND BILLS OF LADING, 4. LEGALLY DISPOSE OF DEMOLISHED ITEMS IN COORDINATION AND COMPLIANCE WITH LANDLORD a. PRIOR TO THE START OF CONSTRUCTION,CONTRACTOR SHALL ARRANGE A MEETING AT THE SITE 7. BONDS NOTING ANY DAMAGE OR SHORTAGES. CONTRACTOR IS RESPONSIBLE FOR FILING DAMAGE CLAIMS PROCEDURES AND REGULATIONS. OBSERVE AND FOLLOW RECYCLING AND WASTE MANAGEMENT WITH THE BUILDING OFFICIAL,FIRE MARSHAL AND APPROPRIATE OTHER AUTHORITIES TO REVIEW a. PROVIDE A LABOR AND MATERIAL PAYMENT BOND FOR 100 PERCENT OF THE CONTRACT PRICE. AND MUST MAINTAIN PACKING MATERIALS FOR SHIPMENT OF DAMAGED ITEMS. IF THIS IS NOT DONE REQUIREMENTS. THE NUMBER AND LOCATION OF FIRE SPRINKLER HEADS, FIRE EXTINGUISHERS,EXIT LIGHTS, WITH IN 24 HOURS,CONTRACTOR SHALL BEAR ALL COSTS TO MEET CONSTRUCTION SCHEDULE. 5. CLEAN,SERVICE,&PREPARE FOR PROPER RE-USE ITEMS INDICATED AS RELOCATED OR REINSTALLED. EMERGENCY LIGHTS AND BACKUP POWER AND FIRE RATED CONSTRUCTION.CONTRACTOR SHALL G.PERMITS,FEES AND TAXES: b. COORDINATE UNPACKING OF TENANT SUPPLIED FIXTURES WITH TENANT. 6. CLEAN,SERVICE, PREPARE FOR PROPER CONTINUED RE-USE ITEMS INDICATED AS EXISTING TO REMAIN. SEAL: MAKE ADDITIONS AND MODIFICATIONS TO THESE SYSTEMS AS REQUIRED. SUCH ADDITIONS AND 1. CONTRACTOR SHALL OBTAIN AND PAY FOR BUILDING PERMIT AND ALL ADDITIONAL PERMITS AND FEES. 3. STORAGE OF MATERIALS: 7. COOPERATE&COORDINATE WITH LANDLORD,THE TENANTS OF THE ADJACENT SPACES&THE TENANT, MODIFICATIONS SHALL BE PART OF THE ORIGINAL CONSTRUCTION COST. 2. EACH SUBCONTRACTOR RESPONSIBLE FOR PLUMBING, ELECTRICAL,MECHANICAL&FIRE SPRINKLERS a. CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR SAFETY FROM LOSS, DAMAGE IN SCHEDULING WORK IN ORDER TO CAUSE THE LEAST INCONVENIENCE TO PERSONNEL AND PROPERTY. b. CONTRACTOR SHALL OBTAIN INTERIM AND FINAL INSPECTIONS AND ALL REQUIRED APPROVALS FROM SHALL OBTAIN AND PAY FOR RESPECTIVE PERMITS AND SHALL PAY CHARGES ASSOCIATED WITH AND THEFT OF MATERIALS DELIVERED PERTAINING TO PARTICULAR WORK UNTIL THE FINAL PROJECT THIS INCLUDES EXCESSIVE NOISE, DUST AND FUMES, GOVERNING AGENCIES HAVING JURISDICTION,PRIOR TO RECEIVING FINAL PAYMENT. CONNECTIONS TO UTILITIES,CERTIFICATES,INSPECTIONS,ETC AS REQUIRED BY MUNICIPAL,STATE AND IS ACCEPTED. c. OBTAIN INSPECTION AND APPROVAL FROM GOVERNING AUTHORITIES HAVING JURISDICTION,FOR OTHER LEGALLY CONSTITUTED AUTHORITIES BEFORE COMMENCING WORK AND SHALL BE RESPONSIBLE I. ABOVE STATED STORAGE OF MATERIALS INCLUDES TENANT SUPPLIED MATERIALS,FIXTURES AND PART 2-PREPARATION/EXECUTION ITEMS THAT WILL BE CONCEALED IN THE FINISHED WORK, PRIOR TO COVERING SAID ITEMS. FOR REVISIONS THAT MAY BE REQUIRED BY SAID AUTHORITIES. EQUIPMENT. ��r�� � 6. ALL WORK,WHETHER PERFORMED BY CONTRACTOR,LANDLORD OR TENANT,SHALL CONFORM TO THE 3. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR PERMITS AND FEES ASSOCIATED WITH b. CONTRACTOR AND SUBCONTRACTORS SHALL NOT CAUSE OR ALLOW ANY PART OF STRUCTURE TO BE A. REMOVE,REPAIR, RESTORE,AND REPLACE WHERE ANY SUCH WORK IS NECESSARY OR AS INDICATED ON � m DESIGN CRITERIA SUPPLIED BY THE LANDLORD. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING SANITARY AND STORM SEWER. LOADED DURING CONSTRUCTION WITH A WEIGHT GREATER THAN IT IS CALCULATED TO BEAR. THIS THE DRAWINGS. CUT ALL NECESSARY OPENINGS,AND PATCH/REPAIR/SEAL SAME TO DEGREE NECESSARY �) THE LANDLORD'S REPRESENTATIVE,DURING BIDDING,TO OBTAIN A COPY OF THE LANDLORD CRITERIA 4. WHENEVER THE LAW OF THE PLACE OF BUILDING REQUIRES A SALES,CONSUMER USE OF OTHER REFERS ESPECIALLY TO CONCENTRATED PLACING OF MATERIALS ON ROOF OF BUILDINGS. TO SATISFY ALL REQUIREMENTS. INSOFAR AS POSSIBLE,ALL PROTRUSIONS, MARKS,CRACKS OR OTHER . AND TO INCLUDE ASSOCIATED COSTS IN THE BID TO THE OWNER. � BRUCE M. CARLSON -7 SIMILAR TAX,THE CONTRACTOR AND SUBCONTRACTORS SHALL PAY SUCH TAXES AS PERTAINS TO c. CAREFULLY REMOVE AND STORE ALL MATERIALS THAT ARE REUSED OR SALVAGED BY THE EVIDENCE OF A DEFICIENT OR DAMAGED CONDITION SHALL BE ELIMINATED, UN-LESS SPECIFICALLY NOTED THEIR RESPECTIVE PORTION OF THE WORK AND HAVE SUCH TAXES INCLUDED IN THEIR BID. CONTRACTOR. OTHERWISE. ANY PARTS WHICH ARE SPLIT,CRACKED,CHIPPED,SPALLED,BROKEN,MISSING,OR OUT OF C.DEFINITIONS: d. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR STORAGE OF ITS OWN MATERIALS AND TOOLS. LINE OR ADJUSTMENT,MECHANICALLY OR STRUCTURALLY UNSAFE OR UNSOUND,BENT,TORN OR 4 1-•"3 1. "LANDLORD"REFERS TO THE ENTITY INDICATED ON THE TITLE SHEET OF THESE DOCUMENTS AS THE H.PRICE AND PAYMENT PROCEDURES: 4. "OR EQUAL'CLAUSE/SUBSTITUTIONS: OTHERWISE DEFICIENT OR DAMAGED IN ANY MANNER,SHALL BE REMOVED,REPLACED,RESTORED OR NO. 3112 0 . LANDLORD. TENANT COORDINATOR/LANDLORD CONTACT IS IDENTIFIED ON THE TITLE SHEET. 1. APPLICATION FOR PAYMENT: SUBCONTRACTORS SHALL SUBMIT TO THE CONTRACTOR AN a. CERTAIN ITEMS ARE SPECIFIED BY PROPRIETARY NAMES. WHERE THE CLAUSE"OR EQUAL"IS USED REPAIRED. NOTIFY LANDLORD'S REPRESENTATIVE, ARCHITECT,AND TENANT IMMEDIATELY OF ANYr 2. 'OWNER'OR"TENANT'REFERS TO THE CONTRACTED"OWNER'AS INDICATED ON THE TITLE BLOCK OF IN THE CONNECTION W/SUCH SPECIFICATIONS,THEY ARE TO BE USED IN RECOGNITION OF THE FACT STRUCTURAL OR SAFETY DEFECTS,NOTIFY TENANT IF THE DEFECT(S)ARE LIMITED TO COSMETIC FINISHES. un ,Il�I' NOUS,MINNESOTA APPLICATION FOR EACH PAYMENT ON OR ABOUT THE FIRST DAY OF EACH MONTH. THE CONTRACTOR � . THIS SHEET. THROUGHOUT THESE DOCUMENTS,THE TERMS"OWNER"AND"TENANT"ARE USED SHALL ASSEMBLE PAYMENT APPLICATIONS, SUBMIT IT TO OWNER WITH C ERTIFICATE OF PARTIAL THAT EQUALLY GOOD AND FUNCTIONALLY SIMILAR ITEMS ARE ON THE MARKET. SHOULD ANY A �^_+,,, INTERCHANGEABLY. PAYMENT. SUBCONTRACTORS SHALL SUBMIT PAID BILLS AND LIEN WAIVERS FOR LABOR AND MATERIAL CONTRACTOR DESIRE TO MAKE SUBSTITUTIONS UNDER THIS CLAUSE,THEY SHALL SUBMIT,IN B. EXERCISE EXTREME CARE DURING DEMOLITION SO AS NOT TO DAMAGE OR DISRUPT ANY UTILITY OR V 3. "CONTRACTOR"REFERS TO THE TENANTS GENERAL CONTRACTOR AWARDED THE CONTRACT FOR INCLUDED IN THE JOB TO THAT DATE. IF LIEN WAIVERS ARE NOT AVAILABLE AT THE TIME PAYMENT IS WRITING,THEIR REQUEST FOR APPROVAL OF SUCH SUBSTITUTIONS TOGETHER WITH SUCH SPRINKLER LINES WHICH MIGHT PASS THROUGH THIS SPACE TO SERVICE OTHER SPACES OR TENANTS. p CONSTRUCTION. LIQUIDATED, PAYMENT WILL BE WITHHELD UNTIL SUCH WAIVERS ARE SUBMITTED. SUBMIT APPLICATIONS SPECIFICATIONS, DESCRIPTIVE LITERATURE&SAMPLES AS THE ARCHITECT OR OWNER MAY REQUIRE. CONTRACTOR WILL BEAR SOLE RESPONSIBILITY OF ANY SUCH DISRUPTION OR DAMAGE AND REPAIRS - OF O� 4. 'SUBCONTRACTOR"REFERS TO THOSE SUBCONTRACTORS OR ASSIGNMENTS WITH DIRECT FOR PAYMENT INDICATING FULL VALUE OF WORK WITH PAYMENTS EQUAL TO 90 PERCENT OF THE ALL SUCH SUBSTITUTIONS ARE SUBJECT TO REJECTION AT THE OWNER'S&ARCHITECTS JUDGMENT. DUE TO DAMAGE. CONTRACTUAL RELATIONSHIPS,UNDER THIS BID PACKAGE,TO THE CONTRACTOR. CERTIFIED VALUE. b. SUBMISSION AND REVIEW OF REQUESTS FOR SUBSTITUTION WILL NOT BE ALLOWED TO EFFECT THE 5. 'ARCHITECT"REFERS TO THE ARCHITECT-OF-RECORD AS INDICATED ON THE TITLE BLOCK OF THIS 2. LIENS: NEITHER THE FINAL PAYMENT NOR ANY PART OF THE RETAINED PERCENTAGE SHALL BECOME COMPLETION DATE OR FINISHED APPEARANCE OF THE WORK. C.CAP ABANDONED ELECTRICAL AND TELEPHONE CONDUIT, PLUMBING LINES,DRAIN LINES,AND MECHANICAL SHEET. DUE UNTIL THE CONTRACTOR DELIVERS TO THE OWNER A COMPLETE RELEASE OF LIENS ARISING OUT c. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL OF THE OWNER. ITEMS AT SOURCE AND REMOVED IN A MANNER TO MEET LANDLORD AND CODE REQUIREMENTS,UNLESS BRUCE M. CA ON, ARCHITECT OF THIS CONTRACT,OR RECEIPTS IN FULL IN LIEU THEREOF,AND IN EITHER CASE,AN AFFIDAVIT THAT DIRECTED OTHERWISE. D.CONTRACT DOCUMENTS: SO FAR AS THEY HAVE KNOWLEDGE OR INFORMATION,THE RELEASE AND RECEIPTS TO INCLUDE ALL N. EXECUTION REQUIREMENTS: I. THE BASIS OF THE CONTRACT SHALL BE AIA A101 -STANDARD FORM OF AGREEMENT BETWEEN OWNER LABOR AND MATERIAL FOR WHICH A LIEN COULD BE FILED. THE ABOVE REFERENCED WAIVERS AND 1. FIELD CONDITIONS:PRIOR TO CONSTRUCTION,VERIFY FIELD CONDITIONS AND DIMENSIONS IN THE D.CONTRACTOR RESPONSIBILITIES SIGN AND CONTRACTOR BASED ON A STIPULATED SUM. AFFIDAVITS,FOR 100 PERCENT OF WORK,SHALL BE SUBMITTED NO MORE THAT 30 DAYS FOLLOWING DRAWINGS. ALERT THE ARCHITECT AND OWNER REGARDING VARIATIONS FROM THE CONDITIONS 1. NOTIFY TENANT IMMEDIATELY OF ANY SEVERE DISCREPANCIES OR IRREGULARITIES DISCOVERED 10_15-12 2. OWNER RESERVES THE RIGHT TO UTILIZE A DIFFERENT FORM OF AGREEMENT THAT IS MUTUALLY CONSTRUCTION COMPLETION. REPRESENTED ON THE CONSTRUCTION DOCUMENTS AND OBTAIN DIRECTION/CLARIFICATION BEFORE DURING DEMOLITION WHICH MIGHT AFFECT THE CURRENT STORE DESIGN.PAY SPECIAL ATTENTION TO DATE ISSUED ACCEPTABLE TO OWNER AND CONTRACTOR. 3. FINAL PAYMENT SHALL BE CONTINGENT ON THE COMPLETION OF THE CONTRACTOR'S"PUNCH-LIST" PROCEEDING WITH THE RELATED WORK. CONCEALED ITEMS AND AVAILABLE HEIGHT FOR INTENDED CEILING ELEVATION,MECHANICAL 3. THE DRAWINGS AND SPECIFICATIONS ARE TOGETHER INTENDED TO GIVE A COMPLETE DESCRIPTION OF INCLUDING ANY INCOMPLETE ITEMS ADDED BY THE OWNER. FINAL PAYMENT WILL NOT BE APPROVED 2. CONTRACTOR SHALL AVOID CONFLICT OR INTERFERENCE WITH NORMAL BUILDING OPERATIONS BY DUCTWORK AND RECESSED LIGHTING. 3112 THE FORM,QUALITY,KIND OF FABRICATION,CONSTRUCTION,INSTALLATION AND FULL COMPLETION OF I UNTIL WORK IS PHYSICALLY COMPLETE AND CERTIFICATE OF OCCUPANCY IS GRANTED. COMPLYING WITH BUILDING/FACILITIES RULES AND REGULATIONS REGARDING SCHEDULING AND USE REG. NO. THE PROJECT,READY FOR OCCUPANCY. WORK SHOWN ON THE DRAWING, BUT NOT SPECIFIED AND 4. EXTRA WORK: NO RECOGNITION OF EXTRA WORK WHETHER CONSISTING OF LABOR MATERIALS OR OF ELEVATORS AND LOADING DOCKS FOR DELIVERIES, HANDLING OF MATERIALS,EQUIPMENT AND DIVISION 3-CONCRETE WORK SPECIFIED,BUT NOT SHOWN ON THE DRAWINGS SHALL BE INCLUDED IN THE CONTRACT,THE EXPENSE WILL BE MADE UNLESS THE CONTRACTOR HAS PROCURED WRITTEN AUTHORITY TO PROCEED DEBRIS. CONTRACTOR IS RESPONSIBLE TO UNDERSTAND SUCH RULES AND REGULATIONS. 03505 SELF LEVELING UNDERLAYMENTITOPPING SAME AS 1F BOTH SHOWN AND SPECIFIED. WITH EXTRA WORK FROM THE OWNER WITH THE COST STATED IN FIGURES THEREIN.FAILURE TO OBTAIN 3. THE CONTRACTOR AGREES THAT ALL WORK SHALL BE PERFORMED IN A MANNER THAT WILL NOT CREATE PART 1-GENERAL 4. SUBMISSION OF A BID WILL BE AN ACKNOWLEDGMENT BY THE BIDDER THAT THEY HAVE FULLY FORMAL AUTHORIZATION PRIOR TO WORK WILL INVALIDATE CLAIMS FOR ADDITIONAL COMPENSATION. ANY WORK STOPPAGE,PICKETING,LABOR DISRUPTION OR DISPUTE OR VIOLATE LANDLORD'S LABOR INFORMED THEMSELVES AS TO THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS AND THAT CONTRACTS AFFECTING THE BUILDING OR INTERFERE WITH THE BUSINESS OF THE LANDLORD. IN THE A. COMPLY W/MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION&INSTALLATION OF MATERIALS. THEY WILL NOT SEEK TO EVADE RESPONSIBILITY FOR OMISSIONS BY MAKING CLAIM FOR AMBIGUITY OR THE R T 4 " !.CORRECTION OF WORK AFTER FINAL PAYMENT AND WARRANTY: EVENT OF THE OCCURRENCE OF ANY OF THE ABOVE,RESULTING FROM ACTIONS OR OMISSIONS OF THE CONFLICT OF THE PLANS AND SPECIFICATIONS. 1. NEITHER THE FINAL CERTIFICATE FOR PAYMENT NOR ANY PROVISIONS IN THE CONTRACT DOCUMENTS CONTRACTOR,SUBCONTRACTORS OR ANY SUBTENANT OR ON CONCESSIONAIRE,OR THEIR RESPECTIVE B. DO NOT INSTALL UNDERLAYMENT UNTIL FLOOR PENETRATIONS&PERIPHERAL WORK ARE COMPLETE. 5. COORDINATE WORK INDICATED ON THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING SHALL RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR FAULTY MATERIALS OR WORKMANSHIP. EMPLOYEES, CONTRACTORS OR SUBCONTRACTORS,THE CONTRACTOR SHALL IMMEDIATELY,UPON SHAVING® DRAWINGS. UNLESS OTHERWISE SPECIFIED,THE CONTRACTOR SHALL REMEDY DEFECTS DUE THERETO AND SHALL NOTICE FROM LANDLORD,CEASE THE CONDUCT GIVING RISE TO SUCH CONDITION. THIS CLAUSE MUST C. CEMENTITIOUS UNDERLAYMENT COMPOUND TO BE FREE FLOWING,SELF-LEVELING,PUMPABLE AND 6. CONTRACTOR IS RESPONSIBLE FOR DISTRIBUTION OF CONSTRUCTION DOCUMENTS TO THE BE PART OF GENERAL CONTRACTOR/SUBCONTRACTOR AGREEMENTS AND IF SUCH CLAUSE IS NOT CEMENT-BASED FOR APPLICATIONS FROM ONE INCH THICK TO FEATHERED EDGES. w � w row K SUBCONTRACTORS AND FOR COORDINATION BETWEEN SUBCONTRACTORS BASED ON THIS SET OF PAY FOR DAMAGE TO OTHER WORK R'S APR THEREFROM,THAT MAY APPEAR WITHIN A PERIOD OF INCLUDED, IT WILL NOT RELIEVE THE CONTRACTOR OF THE REQUIREMENTS OR WORK STATED HEREIN. 1. ARDEX ENGINEERED CEMENTS, INC OR EQUAL. DOCUMENTS. NO EXTRA COMPENSATION WILL BE GIVEN TO A BIDDER OR SUPPLIER WHO HAS BID ONE YEAR FROM THE DATE VI OWNER'S APPROVAL OF THE FINAL CERTIFICATE OF PAYMENT. 4. FOR UTILITY SERVICES,APPLY FOR OR SWITCH NAMES FROM PRIOR TENANT IF APPLICABLE FOR FROM AN INCOMPLETE SET OF CONSTRUCTION DOCUMENTS. a. COMPLETELY CLEAN,SERVICE(LUBRICATE AND REPLACE BELTS,FILTERS,ETC.)AND CHECK FOR UTILITY METERS AND NOTIFY UTILITY COMPANIES OF THE REQUIRED NAME,ADDRESS AND PHONE PART 2-PREPARATION/EXECUTION 7. BRING TO THE ATTENTION OF THE ARCHITECT,IMMEDIATELY,DISCREPANCIES BETWEEN THE DRAWINGS, PROPER OPERATION OF EQUIPMENT STATED AS REUSED AND GUARANTEE THESE COMPONENTS FOR DRAWINGS AND SPECIFICATIONS OR THE VARIOUS SPECIFICATION SECTIONS FOR A DECISION BY THE ONE YEAR. NUMBERS OF THE OWNER FOR PERMANENT OR NEW SERVICES. WASHINGTON rn 2. ALL WARRANTIES OR GUARANTEES FOR MATERIALS AND WORKMANSHIP ON OR WITH RESPECT TO 5. PROVIDE REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE. A. PREPARATION � ARCHITECT OR RESPECTIVE ENGINEER FOR CLARIFICATION. AFTER BIDS ARE SUBMITTED,NO CLAIMS TENANTS WORK SHALL BE CONTAINED IN THE CONTRACT OR SUBCONTRACT WHICH SHALL BE SO 6. CONSTRUCTION EQUIPMENT: LIFTS,CARTS,EQUIPMENT,BOXES AND SIMILAR ITEMS SHALL BE 1. VERIFY THAT SUBSTRATE SURFACES ARE CLEAN, DRY, UNFROZEN, DO NOT CONTAIN PETROLEUM BI- SQUARE 7 OF DISCREPANCIES WILL BE CONSIDERED A VALID REASON FOR AN EXTRA CHARGE OR CHANGES TO WRITTEN THAT SUCH GUARANTEES OR WARRANTIES SHALL INSURE TO THE BENEFIT OF BOTH LANDLORD EQUIPPED WITH RUBBER WHEELS. PRODUCTS,OR OTHER COMPOUNDS DETRIMENTAL TO UNDERLAYMENT MATERIAL BOND TO SUBSTRATE. w THE WORK. WHERE A DISCREPANCY IS ENCOUNTERED,CLARIFICATION AND DECISION SHALL BE AT THE AND TENANT,AS THEIR RESPECTIVE INTEREST APPEAR AND CAN BE DIRECTLY ENFORCED BY EITHER. 7. CUTTING, PATCHING AND REPAIRING 2. REMOVE SUBSTRATE SURFACE IRREGULARITIES. c(n ARCHITECTS SOLE DISCRETION AND SUBMISSION OF A BID SHALL CONSTITUTE ACCEPTANCE OF THAT 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR,WITHOUT ADDITIONAL a. SUBCONTRACTORS SHALL LEAVE REQUIRED CHASE,OPENINGS, ETC. IN THEIR WORK TO 3. FILL VOIDS AND DECK JOINTS WITH FILLER. FINISH SMOOTH. SPACE #D Q 5 DECISION REGARDLESS OF COST. CHARGE FOR ANY AND ALL WORK DONE OR FURNISHED WHICH HAS BECOME DEFECTIVE WITHIN THE ACCOMMODATE THE WORK OF OTHER TRADES. OTHER TRADES SHALL PROVIDE DEFINED SIZES AND 4. VACUUM CLEAN SURFACES. o: 8. COORDINATE WORK OF THIS CONTRACT WITH BUILDING SHELL ELEMENTS. IMMEDIATELY NOTIFY LOCATIONS FOR SUCH REQUIREMENTS IN AMPLE TIME NOT TO INTERFERE WITH THE PROGRESS OF 5. PRIME SUBSTRATE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. o ALL EXPENSES AND DAMAGES IN CONNECTION WITH SUCH REMOVAL, REPLACEMENT OR REPAIR OF ANY THE WORK. OWNER OF SIGNIFICANT DISCREPANCIES AND CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS AND ONE-YEAR PERIOD, THE CORRECTION OF SUCH WORK SHALL INCLUDE,WITHOUT ADDITIONAL CHARGE, LANDLORD BUILDING SHELL ELEMENTS. 9585 S W N PART OF THE WORK WHICH MAY BE DAMAGED OR DISTURBED THEREBY. b. WHENEVER POSSIBLE,SAW CUTTING OF MATERIALS SHALL BE DONE OUTDOORS. OTHER CUTTING B. EXECUTION E.COORDINATION: REQUIRED SHALL BE DONE AT THE EXPENSE OF THE SUBCONTRACTOR REQUIRING THE SAME WHO 1. INSTALL UNDERLAYMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. WASHINGTON SQ RD J.ADMINISTRATIVE REQUIREMENTS% SHALL OBTAIN THE APPROVAL OF THE CONTRACTOR FOR THE MODIFICATIONS. 2. FOLLOW MFR'S INSTRUCTIONS FOR CURING, FIELD TESTING AND PROTECTION OF FINISHED WORK. i- 1. LANDLORD COORDINATION: 1. SCHEDULE FOR COMPLETION: WORK ON THE PROJECT SHALL BE CARRIED FORWARD WITH DUE c. COORDINATE CUTTING OR DRILLING OF CONCRETE SLABS, IF REQUIRED,WITH LANDLORD BEFORE P O RT LA N D O R Coa. COMPLY W/THE REQUIREMENTS OF LANDLORD OPERATION,WORKING TIME,BARRICADES&ACCESS. DILIGENCE AND WITHOUT INTERRUPTION,AS WEATHER CONDITIONS PERMIT AND AS GOOD JUDGMENT BEGINNING WORK. 03932 CONCRETE REPAIR 97223 � b. MEET WITH LANDLORD MANAGEMENT PRIOR TO STARTING WORK TO COORDINATE TIME AND DICTATES. COORDINATE TIME SCHEDULE WITH THE OWNER FOR OCCUPANCY DATE ANTICIPATED. d. FLOOR SLAB PENETRATIONS: FOR PLUMBING FIXTURES&DRAINS, PROVIDE WATERTIGHT SLEEVES PART 1 -GENERAL C" NOTIFICATIONS REQUIRED FOR UTILITY CHANGES OR WORK THAT MAY AFFECT LANDLORD EXTENDING A MINIMUM OF 6 INCHES ABOVE FINISHED FLOOR. a`. OPERATIONS OR OTHER TENANTS. 2. CONTRACTOR SHALL COORDINATE WITH LANDLORD FOR SCHEDULING OF CONSTRUCTION OPERATIONS A. THE EXTENT OF CONCRETE REPAIR WORK INCLUDES REMAINING FLOOR AREAS AFTER DEMOLITION THAT CREATE EXCESSIVE NOISE OR OTHER DISTURBANCE TO OTHER TENANT OR LANDLORD e. PATCH/INFILL ALL UNEVEN FLOOR CONDITIONS. FILL CRACKS,DEPRESSIONS,HOLES,VOIDS,ETC. L COORDINATE,SCHEDULE AND MINIMIZE UTILITY INTERRUPTIONS. PROTECT&MAINTAIN EXISTING OPERATIONS. AND REMOVE ALL PROJECTIONS,ELECTRICAL CAPS,BUMPS, ETC.TO PROVIDE A SMOOTH LEVEL PROVIDING A LEVEL FLOOR THROUGHOUT TO RECEIVE FUTURE FINISHES. .Y SERVICES AFFECTED BY THE PERFORMANCE OF THE WORK. 3. RECORD DRAWINGS: FLOOR SUBSTRATE FOR NEW FINISHES. BRING MAJOR FLOOR PREPARATION ISSUES TO THE L_ c. WHERE NECESSARY,WORK SHALL BE PERFORMED AT NIGHT AS DIRECTED BY LANDLORD TO AVOID a. MAINTAIN A COPY OF THE LATEST SET&LANDLORD APPROVED SET OF CONSTRUCTION DOCUMENTS ATTENTION OF THE OWNER. B. COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF ITEMS AND FINISHES BY 3 CONFLICTS WITH LANDLORD UTILITIES AND OPERATIONS. f. DO NOT CUT OR ALTER ANY PORTION OF THE EXISTING STRUCTURE IN A WAY THAT IT WEAKENS THE OTHER TRADES,INCLUDING THOSE ITEMS AND FINISHES PROVIDED AND/OR INSTALLED BY TENANT. / ON SITE THROUGHOUT CONSTRUCTION. DOCUMENTS SHALL BE STAPLED IN ONE NEAT SET AND v, d. LANDLORD'S DESIGNATED ROOFING CONTRACTOR,AT THE TENANTS COST INCLUDED UNDER THIS ATTACHED TO A LOCATION ACCEPTABLE TO THE OWNER AND ARCHITECT. STRUCTURE OR ENDANGERS THE BUILDING,OCCUPANTS OR GENERAL PUBLIC. _C3' PROJECT CONTRACT,SHALL PROVIDE ROOF WORK. 4. SUBMITTALS: i. ANY ALTERATIONS,ADDITIONS, REINFORCEMENTS,DRILLING,WELDING,OR OTHER ATTACHMENT TO C. FLOOR LEVELER CONCRETE(REFER TO SECTION 03505)TO BE INSTALLED AT LOW AREAS, HOLES AND SHEET TITLE: a e. LANDLORD'S DESIGNATED SPRINKLER CONTRACTOR,AT TENANTS COST INCLUDED UNDER THIS a. REFER TO"PRICE AND PAYMENT PROCEDURES'FOR SUBMITTALS RELATED TO PAYMENTS. LANDLORD'S STRUCTURE TO ACCOMMODATE TENANTS WORK SHALL NOT BE PERFORMED DEPRESSIONS. PATCH CRACKS AND BROKEN CONCRETE WITH FLOOR PATCH TROWELED SMOOTH IN SPECIFICATIONS PROJECT CONTRACT,SHALL PROVIDE FIRE SPRINKLER WORK. b. WITHIN TEN(10)WORKING DAYS OF CONTRACT AWARD,SUBMIT TO ARCHITECT AND OWNER'S WITHOUT,IN EACH INSTANCE,CONTRACTOR OBTAINING LANDLORD'S PRIOR WRITTEN APPROVAL. ACCORDANCE W/MANUFACTURER'S INSTRUCTIONS AND LANDLORD SPECIFICATIONS. 51. THE SPRINKLER CONTRACTOR SHALL PROVIDE SPRINKLER SYSTEM DESIGN AND LAYOUT AND LOCAL REPRESENTATIVE, A LIST OF ALL SUBCONTRACTORS AND SUPPLIERS INCLUDING NAME, CONTRACTOR SHALL LEAVE LANDLORD'S STRUCTURE AS STRONG OR STRONGER THAN THE SUBMIT TO THE FIRE MARSHAL AND BUILDING OFFICIAL FOR APPROVAL. ORIGINAL DESIGN AND WITH FINISHES UNIMPAIRED. PART 2-PREPARATION/EXECUTION O � CONTACT PERSONS,ADDRESS, PHONE-AND EMAIL. If.SPRINKLER HEAD SPACING SHALL CONFORM TO THE LATEST N.F.P.A.STANDARDS AND ALL CODES c. CLOSEOUT SUBMITTALS: REFER TO"EXECUTION REQUIREMENTS'. g. CUT OR ALTERED PARTS SHALL BE RESTORED AND REPAIRED TO THE SATISFACTION OF THE ° HAVING JURISDICTION. THE CONTRACTOR SHALL LOCATE/RELOCATE/ADJUST NEW AND/OR ARCHITECT OR OWNER USING THE SAME QUANTITIES AND QUALITY OF LABOR AND MATERIALS A. CONCRETE REPAIR IIIIIIIIIIIIIIIIIIIIIIIIII � 5. SHOP DRAWINGS: EXISTING SPRINKLER HEADS/SYSTEM AS REQUIRED BY THE INTENT OF THESE CONSTRUCTION a. SUBMIT THREE(3)COPIES OF ALL SHOP DRAWINGS TO THE CONTRACTOR WHO SHALL BE - QUALITY STANDARDS SPECIFIED FOR THE WORK,ORIGINALLY. IN CASES WHERE EXISTING MATERIALS 1. DO NOT PROCEED WITH WORK UNTIL VISITING THE SITE AND DETERMINING CONDITIONS TO DECIDE DOCUMENTS. S_ ARE ALTERED OR DAMAGED,REPAIR TO LIKE NEW CONDITION TO MATCH THE ORIGINAL METHODS OF REPAIR. COORDINATE WITH OWNER. REVISIONS: RESPONSIBLE FOR CHECKING AND COORDINATION OF THEM. a. f. AN APPROVAL BY THE LANDLORD WILL ONLY BE VALID IF IN WRITING AND SIGNED BY THE LANDLORD b. THE CONTRACTOR SHALL FORWARD THREE(3)COPIES TO THE OWNER. AFTER OWNER REVIEWS CONSTRUCTION. 2. REMOVE AND DISPOSE OF EXISTING FLOOR FINISHES WHERE INDICATED ON DEMOLITION PLAN. NO: DATE: BY: I OR BY THE LANDLORD'S DESIGNATED REPRESENTATIVE. THEM FOR DESIGN CONFORMANCE,PROVIDE CORRECTIONS AS INDICATED AND ISSUE FOUR(4)FINAL h. FIRE RATED CONSTRUCTION: PROVIDE CONSTRUCTION COMPONENTS REQUIRED TO MAINTAIN FIRE 3. THOROUGHLY CLEAN FLOOR SLAB REMOVING CONDITIONS THAT WILL AFFECT BOND INCLUDING !. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPROVAL FROM LANDLORD FOR ALL COPIES FOR JOB USE AND ONE COPY TO ARCHITECT. RATED CONSTRUCTION AT PENETRATIONS AND MODIFIED EXISTING ELEMENTS WITHIN THE WORK. RESIDUE FROM REMOVAL OF ADHESIVES,UNDERLAYMENTS,STAINS,OILS,ETC. to STRUCTURAL CHANGES,VERIFICATION OF CORRECT INSTALLATION AND SPECIFICATION FOR c. SUBMITTALS SHALL CLEARLY STATE PROJECT TITLE AND NUMBER, NAMES OF SUBCONTRACTOR, !. WORK THAT IS DEFECTIVE IN CONSTRUCTION OR QUALITY,OR THAT IS DEFECTIVE IN 4. REMOVE HIGH FLOOR LEVELS AND LOOSE CONCRETE. C MISCELLANEOUS STEEL FOR MEZZANINES, HVAC EQUIPMENT, DUCTS,CONDUIT,ETC, SUPPLIER AND MANUFACTURER, FIELD DIMENSIONS,RELATIONSHIP TO ADJACENT MATERIALS, REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL NOT BE ACCEPTABLE,DESPITE ARCHITECTS 5. GRIND HIGH SPOTS. a. 2. COOPERATION: ICD APPLICABLE STANDARDS AND IDENTIFICATION OF DEVIATIONS FROM CONSTRUCTION DOCUMENTS. OR OWNER'S FAILURE TO DETECT SAID DEFICIENCY. DEFECTIVE WORK REVEALED DURING THE 6. ROUGHEN CONCRETE IN AREAS WHERE PATCHING IS REQUIRED,SUCH AS CRACKED,SPALLED,OR G a.CONTRACTOR SHALL EMPLOY SUCH LABOR AS WILL NOT DELAY OR INTERFERE WITH THE SPEEDY WARRANTY PERIOD SHALL BE REPLACED BY WORK COMPLYING WITH THE INTENT OF THE HOLES DUE TO REMOVAL OF EXISTING WORK. d. SHOP DRAWINGS SHALL BE PREPARED ONLY WITH A FULL SET OF DRAWINGS AS REFERENCE. 7. AT LOCATIONS OF CONSTRUCTION JOINTS IN EXISTING SLAB,CONTINUE JOINTS THROUGH NEW FLOOR AND LAWFUL PROGRESS OF THE WORK AND AS WILL BE ACCEPTABLE TO AND WORK IN HARMONY CONTRACT DOCUMENTS. NO PAYMENT,PARTIAL OR FINAL,SHALL BE CONSTRUED AS ACCEPTANCE m e. SHOP DRAWINGS SHALL BE ACCURATELY DETAILED, DRAWN TO SCALE,AND SHALL CONTAIN 3 WITH ALL OTHER TRADES EMPLOYED ON THE CONSTRUCTION SITE OR ON ANY OTHER BUILDING, NOTATIONS AND OTHER INFORMATION NECESSARY TO FULLY DESCRIBE THE INSTALLATION OF DEFECTIVE WORK OR IMPROPER MATERIALS. IN LEVELING AREA. SAW CUT JOINT OR PLACE 1/16"WIDE METAL BAR IN THE JOINT LOCATION STRUCTURE,OR OTHER IMPROVEMENTS,WHETHER PUBLIC OR PRIVATE,WHICH THE CONTRACTOR " COINCIDING WITH EXISTING. d. PROCEDURES AND WORK REQUIRED. j. UPON COMPLETION OF THE WORK,CONTRACTOR SHALL PREPARE A PUNGHLIST"OF CORRECTIONS MAY THEN BE ERECTING OR ALTERING. AND SHALL PROVIDE THE LIST TO OWNER PRIOR TO FINAL INSPECTION AND ACCEPTANCE. 8. TRENCH ONLY AT SLAB ON GRADE. VERIFY AND GET APPROVAL OF TRENCH OR CORE LOCATIONS W/ o f. CONTRACTOR SHALL REVIEW OWNER/VENDOR FURNISHED SUBMITTALS FOR COORDINATION b.CONTRACTOR AND SUBCONTRACTORS SHALL BE BONDABLE,LICENSED CONTRACTORS, PURPOSES. 8. CLEANING: THE LANDLORDS REPRESENTATIVE&STRUCTURE PRIOR TO COMPLETING ANY WORK.CORES TO BE POSSESSING GOOD LABOR RELATIONS AND MUST BE CAPABLE OF QUALITY WORKMANSHIP IN a. EACH SUBCONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATIONS OF SEALED WATERPROOF. SEE SECT.07100"DAMPPROOFING AND WATERPROOFING"FOR ADDITIONAL NHARMONY WITH OTHER CONTRACTORS WORKING ON THE PROJECT. K.QUALITY REQUIREMENTS: WASTE MATERIAL AND RUBBISH CAUSED BY THEIR EMPLOYEES AND THEIR WORK ON A DAILY BASIS. WATERPROOFING INFORMATION. _ c. SUBCONTRACTORS,IN CASES WHERE THEIR WORK AND THE WORK OF OTHER SUBCONTRACTORS 1. WORKMANSHIP SHALL BE EXACT, PAINSTAKING, DURABLE AND GENERALLY OF THE HIGHEST GRADE. AT THE COMPLETION OF THEIR WORK,THEY SHALL REMOVE THEIR RUBBISH,ALL THEIR TOOLS, 9. CLEAN AREAS REMOVING ALL WASTE MATERIAL,BROOM CLEAN. C13COME TOGETHER,SHALL COOPERATE WITH EACH OTHER. MATERIALS,UNLESS PARTICULARLY SPECIFIED OTHERWISE,SHALL BE NEW,IN PERFECT CONDITION FOR SCAFFOLDING AND SURPLUS MATERIAL FROM THE JOB SITE. v d. FURNISH NECESSARY DRAWINGS,MEASUREMENTS,TEMPLATES AND ASSISTANCE IN THEIR OWN USE,OF GOOD REPUTATION AND FREE FROM DEFECTS OR NATURE OF MANUFACTURE THAT WOULD b. CONTRACTOR SHALL DISPOSE OF PACKAGING/SHIPPING MATERIALS FROM CONTRACTOR AND TENANT DIVISION 4-MASONRY PROJECT N0: 12121.014 � TRADE SO THAT THE FINISHED WORK SHALL BE OF PROPER APPEARANCE,STRENGTH,DURABILITY IMPAIR THE STRENGTH, DURABILITY OR APPEARANCE IN FINISHED WORK. SUPPLIED ITEMS. DRAWN BY: JGH _ AND FIT OR FINISH. 2. PROVIDE TESTING DOCUMENTATION AS SPECIFIED IN INDIVIDUAL SPECIFICATION SECTIONS. c. AT COMPLETION,CONTRACTOR SHALL EMPLOY A PROFESSIONAL CLEANING SERVICE TO CLEAN THE 1. NO WORK UNDER THIS SECTION. ENTIRE CONSTRUCTION AREA. ALL SURFACES SHALL BE CLEANED OF PAINT,PLASTER,MORTAR AND OTHER STAINS AND EXCESS MATERIALS. CARE SHALL BE TAKEN THAT NO SURFACES BE MARRED OR SCRATCHED IN CLEANING. FINAL CLEANING SHALL BE INSPECTED AND APPROVED BY THE OWNER WITH EACH SUBCONTRACTOR RESPONSIBLE TO PUT THEIR OWN WORK IN A CLEAN CONDITION. R 1r .. W - - - ---..- ---- _-_ __ - -- COPYRIGHT BRUCE M. CARLSON, AIA 2012 CL LO DIVISION 5-METALS PART 2-PREPARATION/EXECUTION 08710 DOOR HARDWARE 09640 WOOD FLOORING , 05400 METAL FRAMING LIGHT GAUGE(COLD-FORMED)METAL FRAMING PART 1-GENERAL PART 1-GENERAL q o PART 1-GENERAL A. DO NOT DELIVER OR INSTALL ITEMS UNTIL BUILDING AND ROOMS RECEIVING SUCH ARE COMPLETED rj AND THOROUGHLY DRY AND FREE OF EXCESSIVE MOISTURE. A. FURNISH AND INSTALL FINISH HARDWARE FOR DOORS. A WOOD FLOORING:REFER TO FINISH AND RESPONSIBILITY SCHEDULE FOR SIZES,COLORS,AND MANUFACTURERS. NA. FURNISH&INSTALL A COMPLETE SYSTEM OF LIGHT GAUGE FRAMING MEMBERS FOR INTERIOR WALL B. SEE DRAWINGS FOR SPECIFIC ITEMS,MANUFACTURERS AND MODEL NUMBERS. ` BRUCE M. PARTITIONS AND CEILING SUSPENSION COMPONENTS. B. MILLWORK AND CABINETRY MAY BE SHOP OR FIELD ASSEMBLED AT CONTRACTORS OPTION. B. PREP FLOOR AS RECOMMENDED BY THE MANUFACTURER. CARLSON N 1. SYSTEM TO INCLUDE ALL TOP AND BOTTOM RUNNERS,BRACES,CLIP ANGLES,ACCESSORIES, C. FOLLOW DHI(DOOR AND HARDWARE INSTITUTE)STANDARDS AND GUIDELINES AND AWI(AMERICAN v v IN, FASTENERS,ETC.FOR EACH TYPE OF FRAMING AS SHOWN ON DRAWINGS. C. INSTALL ITEMS IN A RIGID,STRAIGHT,PLUMB,LEVEL MANNER ACCURATELY FITTED AND SCRIBED TO C. INSTALL COMPLETE PER MANUFACTURER'S SPECIFICATIONS,INCLUDING ALL TRANSITION STRIPS AND EXPANSION architecture • planning • interior design a. INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION ABUTTING SURFACES. WOODWORK INSTITUTE)STANDARDS FOR HARDWARE INSTALLED ON WOOD DOORS. JOINTS AS REQUIRED FOR PROPER INSTALLATION. 0 INSTRUCTIONS AND RECOMMENDATIONS. D. FURNISH OWNER WITH MAINTENANCE DATA,MAINTENANCE PROCEDURES,MANUFACTURERS BRUCE M. CARLSON, ARCHITECT D. COUNTERSINK NAILS AND SCREW HEADS AND FILL AND SAND SMOOTH. WARRANTIES AND SPECIAL TOOLS. PART 2-PREPARATION/EXECUTION 219 N. 2ND ST., SUITE 301 1 B. QUALITY ASSURANCE-DESIGN AND ANALYSIS OF STRUCTURAL PROPERTIES SHALL COMPLY WITH AISI REFER TO SECTION 03932"CONCRETE REPAIR I PREPARATION'. MINNEAPOLIS, MN 55401 SPECIFICATION FOR THE DESIGN OF COLD-FORMED STRUCTURAL STEEL MEMBERS. E. CUTTING AND REPAIRING WORK FOR ACCOMMODATION OF WORK BY OTHERS SHALL BE DONE AS PART E.FINISHES:AS NOTED ON PLANS AND SCHEDULES. PHONE: (612) 338-6677 OF MILLWORK RESPONSIBILITY. A. GENERAL CONTRACTOR TO RECEIVE AND STORE MATERIAL.GENERAL CONTRACTOR MUST OPEN BOXES A MINIMUM o C. MATERIALS: F.KEYING OF 48 HOURS IN ADVANCE OF INSTALLATION TO ACCLIMATE PRODUCT TO TEMPERATURE AND HUMIDITY OF AREA TO FAX: (612) 338-2995 1. METAL STUDS: AISI"C"TYPE STRUCTURAL STUDS SIZES, GAUGES AND SPACING SHOWN OR REQUIRED F. FINISH WOODWORK SHALL BE DRESSED AND SANDED,FREE FROM MACHINE AND TOOL MARKS,RAISED 1. CONTRACTOR TO COORDINATE KEYING AND MASTER KEYING WITH OWNER. RECEIVE INSTALLATION. E-MAIL: inf o0cma rch.com IF NOT SHOWN WITH 1-5/8"(41MM)MINIMUM FLANGE WIDTH,1/2"(13MM)MINIMUM RETURNS AND PRE- GRAIN OR OTHER DEFECTS. 2. INSTALL CONSTRUCTION CORES DURING CONSTRUCTION AND REPLACE WITH PERMANENT AT END CONTACT: PHILIP FOSTE R PUNCHED HOLES FOR UTILITY INSTALLATION. OF JOB PRIOR TO TURN-OVER. B. PREPARE SUBFLOOR OR EXISTING FLOOR SYSTEM AS REQUIRED BY MANUFACTURER pfaster0cmarch.c8m a. 18-22 GAUGE(0.05"/I.2MM-0.03"/0.8MM): ASTM A446/A446M GRADE A;MINIMUM YIELD STRESS G.PROTECT FINISHED WORK UNTIL ACCEPTANCE BY TENANT. G. SEE SECTION 08400 ON ALUMINUM ENTRANCES,FOR HARDWARE SPECIFIC TO THOSE DOORS. OF 33 KSI(228 MPA). C.CONCRETE MUST BE LESS THAN 8 LBS./1OOOSQ.FTJ24 HRS USING THE CALCIUM CHLORIDE TEST METHOD b. 12-16 GAUGE(0.11"/2.7MM-0.06"/1.5MM):ASTM A446/A446M GRADE A;MINIMUM YIELD STRESS OF DIVISION 7-THERMAL AND MOISTURE PROTECTION PART 2-PREPARATION/EXECUTION (ASTM F1869)OR LESS THAN 85%NSITU RELATIVE HUMIDITY(ASTM F2170).IF ANY CALCIUM CHLORIDE TEST CONSULTANTS: 40 KSI(276 MPA). 07100 DAMPPROOFING AND WATERPROOFING IS EQUAL TO OR GREATER THAN 8 LBS.OR THE INSITU RELATIVE HUMIDITY IS EQUAL TO OR GREATER THAN 2. FURRING:25 GAUGE,HAT-SHAPED. PART 1-GENERAL A. COORDINATE THE WORK WITH OTHER DIRECTLY AFFECTED SECTIONS INVOLVING MANUFACTURE OR 85%,NYDREE FLOORING OVR-8 SELF LEVELING MOISTURE RETARDER MUST BE USED PRIOR TO INSTALLING EMAN UELSON-PODAS 3. "Z"FURRING:25 GAUGE,2"WIDE. FABRICATION OF INTERNAL REINFORCEMENT FOR DOOR HARDWARE AND RECESSED ITEMS. THE FLOORING WITH UP-28-OVOC ADHESIVE.ALSO IF THERE IS CONCERN OVER ANY EXCESSIVE FUTURE MECHANICAL / ELECTRICAL 4. TRACK:ASTM A446/A446M GRADE A;MINIMUM YIELD STRESS OF 33 KSI(228 MPA);FORMED STEEL: A. INSTALL WATERPROOF MEMBRANE WHEN REQUIRED BY CODE,ON ELEVATED SLAB OR LANDLORD REQUIREMENTS. SUBFLOOR MOISTURE,OVR-8 SHOULD BE USED PRIOR TO INSTALLING THE FLOORING WITH UP-28-OVOC. B. VERIFY THAT DOORS&FRAMES ARE READY TO RECEIVE WORK AND DIMENSIONS ARE AS INDICATED. 10401 BREN RD. EAST MINNETONKA, MN 55343 5. FASTENINGS: CHANNEL SHAPED;SAME WIDTH AND GAUGE AS ADJACENT STUDS. EXCEPTION:TOP AND BOTTOM B. ALL TILE WET AREAS ON ELEVATED SLABS SHALL BE WATERPROOFED USING A MIN 30-MIL LIQUID-APPLIED TRACK(RUNNERS)REQUIRING ATTACHMENT OF METAL PANELS SHALL BE MIN. 14 GAUGE(0.08"/1.9MM). ELASTOMERIC WATERPROOFING MEMBRANE(MANUFACTURER RECOMMENDS"REDGARD")INSTALLED PER C. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. D. APPLY ADHESIVEIGLUE AS REQUIRED BY MANUFACTURER. 95 A2-930-0050 a. MANUFACTURER'S RECOMMENDED SELF-DRILLING,SELF-TAPPING SCREWS,BOLTS,NUTS AND MANUFACTURER'S RECOMMENDATIONS AND ANSI-A108.MEMBRANE SHALL EXTEND AROUND THE PERIMETER OF THE D. USE TEMPLATES PROVIDED BY HARDWARE ITEM MANUFACTURER. E. PROVIDE ADEQUATE EXPANSION SPACE AT PERIMETER,COLUMNS,AND AT ALL OTHER OBSTRUCTIONS. SCOTT NDER HEIDEN WASHERS. NON-CORROSIVE. PREMISES A MIN OF 4"IN HEIGHT OR EQUAL TO HEIGHT OF BASE.SLEEVES AND FIXTURES MUST BE FLASHED INTO b. ANCHORAGE DEVICES: POWER ACTUATED FASTENERS,DRILLED EXPANSION BOLTS,OR SCREWS THE MEMBRANE.ALL PENETRATIONS MUST BE SEALED IN ACCORDANCE WITH MANUFACTURER'S E. ADJUST HARDWARE FOR SMOOTH AND PROPER OPERATION. F. INSTALL SPECIFIED BASE OR TRIM AT PERIMETER,COLUMNS,AND AT ALL OTHER OBSTRUCTIONS. WITH SLEEVES. RECOMMENDATIONS. c. WELDING: COMPLY WITH AWS D1.1 "STRUCTURAL WELDING CODE". PART 2-PREPARATION/EXECUTION F. COORDINATE WORK WITH ELECTRICAL FOR ELECTRIC HARDWARE COMPONENTS. G. NO FLOORING TO BE EXPOSED UNTIL LAST DAY OF FIXTURING AND MERCHANDISE INSTALLATION. D. MANUFACTURERS: 08800 GLAZING H. FLOOR CLEANUP:FOLLOWING COMPLETION OF WORK BY OTHER TRADES,THE PROTECTIVE COVERING PLACED 1. MLLCOR/DIVISION OF INRYCO,INC.BY BOSTWICK STEEL FRAMING,THE CECO CORP.;ALLIED A. VERIFY SUBSTRATE SURFACES ARE DURABLE,FREE OF MATTER DETRIMENTAL TO ADHESION OR APPLICATION OF PART 1 -GENERAL AFTER INSTALLATION SHOULD BE REMOVED,FOLLOWED BY SWEEPING,VACUUMING AND I OR DRY MOPPING TO STRUCTURAL INDUSTRIES;DIETRICH INDUSTRIES OR EQUAL. WATERPROOFING SYSTEM. REMOVE ALL LOOSE DEBRIS. _ A. FURNISH AND INSTALL A COMPLETE SYSTEM OF GLASS,GLAZING CHANNELS,SEALANT,SETTING BLOCKS PART 2-PREPARATION/EXECUTION B. PROTECT ADJACENT SURFACES NOT DESIGNATED TO RECEIVE WATERPROOFING. AND ACCESSORIES AS SHOWN&DETAILED ON THE DRAWINGS&RESPONSIBILITY SCHEDULE. t. FURNISH AND INSTALL TRANSITION STRIPS AS INDICATED IN DRAWINGS. A. ATTACH AND JON INDICATED COMPONENTS BY WELDING. ATTACH AND JOIN OTHER COMPONENTS BY C. BEFORE APPLYING FINISH FLOORING,TENANT SHALL DEMONSTRATE WATERTIGHT INTEGRITY OF MEMBRANE TO B. SEE PLANS AND ELEVATIONS FOR SIZE AND NUMBER OF PANES. 09650 RESILIENT FLOORING WELDING,BOLTING,OR SCREW FASTENERS,AS STANDARD WITH THE MANUFACTURER, WIRE TYING OF LANDLORD'S FIELD REPRESENTATIVE.SEE DRAWINGS FOR ADDITIONAL REQUIREMENTS. C. FOLLOW RECOMMENDATIONS FOR INSTALLATION CONTAINED IN THE FGMA(FLOAT GLASS PART 1-GENERAL FRAMING COMPONENTS IS NOT PERMITTED. MANUFACTURERS ASSOCIATION)GLAZING AND SEALANT MANUALS AS WELL AS SIGMA(SEALED 07200 THERMAL PROTECTION INSULATED GLASS MANUFACTURER ASSOCIATION)FOR INSULATED GLASS. A. INSTALL VINYL FLOORING AS INDICATED ON THE DRAWINGS AND FINISH SCHEDULE. B. CUT FRAMING TO FIT SQUARELY AGAINST ABUTTING MEMBERS. HOLD MEMBERS SECURELY IN POSITION PART 1-GENERAL UNTIL PROPERLY FASTENED. D. IT IS THE GLAZING CONTRACTORS SOLE RESPONSIBILITY TO VERIFY THAT THE GLASS IS SIZED TO PART 2-PREPARATION/EXECUTION SEAL: A.REFER TO DRAWINGS FOR LOCATION OF EXPOSED PIPING. WITHSTAND DEAD LOADS,POSITIVE AND NEGATIVE LIVE LOADS,ACTING NORMAL TO PLANE OF GLASS C. SAW CUT FIELD FRAMING,IF REQUIRED. AS CALCULATED IN ACCORDANCE WITH LOCAL AND STATE CODES. B. BROOM CLEAN AND VACUUM THE FLOOR SURFACE TO BE COVERED.INSPECT THE SUBFLOOR AND REPORT ANY PART 2-PREPARATION/EXECUTION DEFECTIVE FLOOR OR BASE CONDITIONS.USE A LEVELING COMPOUND, FLOORSTONE OR EQUAL FOR FILLING D. COORDINATE METAL FRAMING POSITIONING WITH TRADES FURNISHING ITEMS WHICH ATTACH TO E. CONFORM TO CODE REQUIREMENTS FOR SAFETY GLAZING. CRACKS,DEPRESSIONS,OR BUILDING AREAS TO MEET FLOOR LEVELS. INSTALL SHEET VINYL IN ACCORDANCE W/ BUILT-IN MEMBERS. A.INSTALL PER DRAWING DETAILS,MANUFACTURER'S INSTRUCTIONS AND AS PER REQUIRED CODES. MANUFACTURER'S INSTRUCTIONS.INSTALLATIONS SHALL BE TIGHTLY FITTED TO WALLS AND LAID SQUARE TO PART 2-PREPARATION/EXECUTION E. INSTALL DIAGONAL OR LATERAL BRACING AS REQUIRED. JOINT SEALERS/CAULKING ROOMS,WITH TIGHT FITTED JOINTS. PART OV PART 1-GENERAL A. VERIFY THAT OPENINGS FOR GLAZING ARE CORRECTLY SIZED AND WITHIN TOLERANCE. 09651 RESILIENT BASEITRANSSTIONS F INSTALL AONTINUOUS&TOPS OF RUNNER TRACKS SIZE RACKS AS RECOMMENDED BY STUD MTO MATCH STUDS. ALIGN TRACKS ANUFACTURER TO THE FOR B. CUT GLASS PANES TO ACCURATE SIZES ALLOWING FOR EDGE CLEARANCES AND TOLERANCES. PART 1 -GENERAL BRUCE M. CARLSON A. PROVIDE EXPANSION JOINT MATERIAL,SEALANTS AND JOINT BACKING FOR JOINTS BETWEEN DISSIMILAR THE TYPE OF CONSTRUCTION INDICATED. DO NOT EXCEED 24"O.C.SPACING FOR POWER DRIVEN MATERIALS. C. REMOVE GLAZING MATERIALS FROM FINISH SURFACES. A. SEE FINISH SCHEDULE FOR SPECIFIC COLORS AND MANUFACTURER. FASTENERS,NOR 16"ON CENTER FOR OTHER TYPES OF ANCHORAGE. PROVIDE FASTENERS AT CORNERS 1. SILICONE SEALANTS(TYPE S):ASTM C920,SINGLE COMPONENT,NON-SAGGING,NONSTAINING,NON- AND ENDS OF RUNNER TRACK. BLEEDING;FOR USE AS GENERAL CAULKING. COLOR TO MATCH ADJACENT SURFACES.MANUFACTURER D. REMOVE LABELS AFTER WORK IS COMPLETE. PART 2-PREPARATION/EXECUTION NO. 3112BY GE SILICONES OR EQUAL. 2. JOINT BACKING:ROUND,EN CELL POLYETHYLENE FOAM ROD. E. CLEAN GLASS AND ADJACENT SURFACES. MINNEAPOLIS,MINNESOTA G. SET STUDS PLUMB,SPACED AS INDICATED,WHEN NOT INDICATED,AT MAXIMUM 16 ON CENTER.ALIGN AND A. PREPARE SUBSTRATE IN PREPARATION FOR NEW FINISH. tJ� O SECURE STUDS TO TOP AND BOTTOM RUNNER TRACKS BY EITHER WELDING OR SCREW FASTENING AT 3. FIRE CAULK:MANUFACTURED BY 3M OR EQUAL. F. INSTALL SEALANTS RECOMMENDED BY MANUFACTURER WHICH ARE COMPATIBLE WITH MATERIALS THEY BOTH INSIDE AND OUTSIDE FLANGES. WILL BE IN CONTACT WITH. B. INSTALL PER MANUFACTURER'S INSTRUCTIONS. "��� �� 1. CONSTRUCT CORNERS USING MINIMUM THREE STUDS. DOUBLE STUDS AT WALL OPENINGS.INSTALL PART 2-PREPARATION/EXECUTION Q JACK STUDS ABOVE AND BELOW OPENINGS,SPACED TO MATCH WALL STUD SPACING. A. REMOVE LOOSE MATERIALS AND FOREIGN MATTER WHICH MIGHT IMPAIR ADHESION OF SEALANT. DIVISION 9-FINISHES 09720 WALL COVERING OF 0 1� 2. INSTALL SUPPLEMENTARY FRAMING,BLOCKING,&BRACING IN METAL FRAMING SYSTEMS TO 09260 GYPSUM BOARD SYSTEMS PART 1 -GENERAL SUPPORT GRAB BARS,FIXTURES,EQUIPMENT,CASEWORK,HARDWARE,TRIM,AND SIMILAR WORK B. CLEAN AND PRIME JOINTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. PART 1-GENERAL REQUIRING ATTACHMENT TO WALL FRAMING. A. SEE FINISH SCHEDULE FOR COLORS AND MANUFACTURER. 3. PROVIDE ONE PIECE FULL LENGTH STUDS. SPLICING IS NOT PERMITTED. C. PROTECT ELEMENTS SURROUNDING THE WORK OF THIS SECTION FROM DAMAGE OR DISFIGURATION. A. FURNISH AND INSTALL ALL GYPSUM DRYWALL&SYSTEMS COMPLETE WITH PARTITION FRAMING,CEILING D. INSTALL SEALANT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SUSPENSION SYSTEMS AND RELATED ACCESSORIES,PARTS,MATERIALS,ETC.AS SHOWN ON DRAWINGS B. DO NOT INSTALL MATERIALS WHEN SURFACE AND AMBIENT TEMPERATURE IS OUTSIDE THE RANGE RECOMMENDED BRUCE M. CARL N. ARCHITECT 05500 MISCELLANEOUS METALS AND AS SPECIFIED.INSTALL ALL MATERIALS PER MANUFACTURERS SPECIFICATIONS&RECOMMENDATIONS. BY THE MANUFACTURER. PART 1-GENERAL E. INSTALL JOINT BACKING. B. GYPSUM DRYWALL: 5/8"TYPE"X'UNLESS OTHERWISE NOTED. C. ENSURE THAT ALL SURFACES ARE CLEAN,FIRM AND DRY.APPLY WITH LINCRUSTA GLUE,SMOOTH FORMULATION. A. COMPLY WITH MANUFACTURER'S RECOMMENDATION FOR PREPARATION&INSTALLATION OF METALS. F. APPLY SEALANT WITHIN RECOMMENDED APPLICATION TEMPERATURE RANGES. CONSULT MANUFACTURER DEGREASE WITH WHITE SPIRIT AFTER 24 HOURS PRIOR TO APPLYING PRIMER FOR PAINT. SIGNA C. FASTENERS:DRYWALL SCREWS OF PROPER SIZE AND TYPE PER MANUFACTURERS RECOMMENDATIONS. B. ASSEMBLE ITEMS IN LARGEST PRACTICAL SECTIONS FOR INSTALLATION. WHEN SEALANT CANNOT BE APPLIED WITHIN THESE TEMPERATURE RANGES. 10-15-12 D. PROVIDE MATERIALS,JOINT COMPOUNDS,TRIM,EDGES,BEADS,ETC.FROM A SINGLE SOURCE SUPPLIER. PART 2-PREPARATION/EXECUTION DATE ISSUED G. INSTALL FIRE CAULK AT PENETRATIONS OF FIRE RATED PARTITIONS AND FLOORS,IN ACCORDANCE WITH ALL TRIM SHALL CONSIST OF A TAPERED,GROOVED AND PREPUNCHED FIN FOR SCREW ATTACHMENT AND PART 2-PREPARATION/EXECUTION MANUFACTURERS INSTRUCTIONS AND UL DESIGNS. TO ACCEPT BONDING AGENT, ALL BUTT JOINTS ARE TO BE NEAT WITH TIGHT JOINTS,AND ALL CORNERS A. VERIFY THAT SUBSTRATE SURFACES ARE PRIME PAINTED AND READY TO RECEIVE WORK. 3112 A. INSTALL HEAVY GAUGE METAL STRAPPING/BLOCKING AS DETAILED IN DRAWINGS OR AS REQUIRED FOR DIVISION 8-DOORS AND WINDOWS ARE TO BE MITERED. ALL EDGES,BEADS AND TRIM TO BE PRE-FINISH ALUMINUM. B. APPLY ADHESIVE AND WALL COVERING IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, REG. NO. ADDITIONAL SUPPORT. 08200 WOOD FRAMES E. ACCESS PANELS: PART 1-GENERAL 1. PROVIDE ACCESS PANELS AS REQUIRED BY LANDLORD AND SITE CONDITIONS(COORDINATE SIZE 09910 PAINTING AND FINISHING B. INSTALL METAL REVEAL AS DETAILED IN DRAWINGS OR REQUIRED PER MALL CRITERIA REQUIREMENTS,NUMBER OF PANELS REQUIRED AND LOCATIONS WITH LANDLORD AND ALL PART 1 -GENERAL A. INSTALL ALL FRAMES, HARDWARE&RELATED PARTS AND MATERIALS AS INDICATED ON DRAWINGS AND MECHANICAL TRADES). DIVISION 6-WOODS AND PLASTICS RESPONSIBILITY SCHEDULE. 2. ACCESS PANELS SHALL BE FLUSH TYPE(NO EXPOSED FLANGES) AS MANUFACTURED BY:BAR-CO A. THE INTENT IS TO PROVIDE A SATISFACTORY FINISH TO ALL PARTS OF THIS PROJECT. FINISH APPEARANCE 06114 WOOD BLOCKING AND CURBING (334)347-9516,OR EQUAL(SIZE AS REQUIRED). MUST BE UNIFORM,SMOOTH,AND FREE OF ANY RUNS,SAGS,AND DEFECTIVE BRUSHING OR SPRAYING. IF THE PART 1-GENERAL B. LABELED FRAMES:WHERE REQUIRED,PROVIDE U.L.LABEL FRAMES PER APPLICABLE STATE AND LOCAL BUILDING a. FOR NON-RATED CONDITIONS USE:"BAR-300". THE NUMBER OF COATS RECOMMENDED BY MANUFACTURER DOES NOT ACCOMPLISH THE INTENT,THEN CODES.SUCH TO RECEIVE LABELS ATTACHED STATING RATINGS. b. FOR RATED CONDITIONS USE:"FBA'. APPLY ADDITIONAL COATS UNTIL COVERAGE IS SATISFACTORY.SEE FINISH SCHEDULE FOR PAINT COLORS, SHAVING" A. PROVIDE WOOD FURRING,BLOCKING,GROUNDS AND IN-WALL BLOCKING FOR SUPPORT OF GRAB BARS, 1. DO NOT PAINT OR OBSCURE LABELS. 3. PANELS TO BE FACTORY PRIMED(WHITE)READY TO RECEIVE FINAL FINISH(PAINT)BY CONTRACTOR. MANUFACTURER,ETC. FIXTURES,EQUIPMENT,CASEWORK,HARDWARE,TRIM AND SIMILAR WORK. METAL STUDS:SIZE ACCORDING TO CONSTRUCTION DOCUMENTS x 20 GAUGE STEEL AT 16"OC TRACKS NEW YOR K 1. BLOCKING AND GROUNDS AT STOREFRONT GLAZING,LOCATIONS AT WEATHER AREAS,AND IN CONTACT C. FABRICATE AND ERECT TRUE,PLUMB AND SQUARE AS SPECIFIED AND AS DETAILED AND PER MANUFACTURER'S TO BE ANCHORED BY MEDIUM POWER ACTUATED FASTENERS AT 24"OC B. USE ONLY THE PANT AND RELATED MATERIALS SPECIFIED BY THE MANUFACTURER PAINT IS EGGSHELL FINISH WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED. RECOMMENDATIONS. UNLESS OTHERWISE NOTED. SEE FINISH SCHEDULE FOR SPECIFIC COLORS.ALTERNATES ARE NOT PERMITTED. 2. USE NON-COMBUSTIBLE FIRE RETARDANT TREATED(F.R.T.)WOOD ELSEWHERE AS REQUIRED BY STATE PART 2-PREPARATION/EXECUTION C. LEAVE A MINIMUM OF ONE QUART AND A MAXIMUM OF ONE GALLON OF EACH PAINT TYPE AND COLOR AT &LOCAL CODES,INCLUDING ANY WOOD STUDS, BLOCKING,FURRING,PLYWOOD,TRIM,AND GROUNDS. PART 2-PREPARATION/EXECUTION A. JOINT TREATMENT: U.S.GYPSUM OR GOLD BOND SYSTEM OF COMPOUNDS AND PERFORATED TAPE. JOB-SITE FOR FUTURE TOUGH-UP. NEW LUMBER TO BEAR GRADE&TREATMENT OF ASSOC.UNDER WHICH IT WAS PRODUCED. 1. ERECT GBD IN A SINGLE LAYER IN THE MOST ECONOMICAL DIRECTION WITH ENDS AND EDGES WASHINGTON rn A. INSTALL FRAMES IN ACCORDANCE WITH SDI-100. OCCURRING OVER FIRM BEARING. PART 2-PREPARATION/EXECUTION SQUARE 3 B. PERFORMANCE REQUIREMENTS: 1. MOISTURE CONTENT:AFTER TREATMENT,THE MAXIMUM MOISTURE CONTENT OF WOOD MATERIALS B. COORDINATE WITH WALL CONSTRUCTION FOR ANCHOR PLACEMENT. 2. WALLS,CEILINGS AND SOFFITS,AND ALL TRANSITIONS IN SAME,SHALL BE GIVEN A SMOOTH FINISH. A. CLEAN SURFACES TO BE PAINTED FREE OF LOOSE DIRT&DUST BEFORE WORK IS STARTED.WASH METAL dSHALL NOT EXCEED THE FOLLOWING: 3. CORNER BEADS SHALL BE APPLIED TO ALL EXTERNAL ANGLES IN STRICT ACCORDANCE WITH THE SURFACES WITH MINERAL SPIRITS BEFORE APPLYING FINISHES. WHERE RUST OR SCALE IS PRESENT, N A. LUMBER,21NCHES AND LESS IN THICKNESS:19 PERCENT. C. COORDINATE FINISHES AND INSTALLATION OF FRAMES WITH INSTALLATION OF DOORS&HARDWARE AS SPECIFIED IN MANWHERE TERMINATIONS COVERED BY ACTURERS DICTIONS. LL CASING FINISH.EADS AT ALL EDGES CASING BEADS SHALL OFDRE MITERED K EXCEPT WIRE BRUSH OR SAND CLEAN BEFORE APPLYING FINISH. SPACE #D05 B. PLYWOOD:15 PERCENT. DOOR SCHEDULE AND ON DRAWINGS. 2. FLAME SPREAD:FIRE RETARDANT TREATED MATERIALS TO HAVE FLAME SPREAD RATING OF 25 OR LESS 1. FOLLOW DOOR HARDWARE INSTITUTE(DHI)GUIDELINES. AND INSTALLED NEATLY,FINISHED WITH COMPOUND. B. PAINT SYSTEMS IN A 30 MINUTE TEST WITH NO EVIDENCE OF SIGNIFICANT PROGRESSIVE COMBUSTION,ASTM E 84, 4. JOINTS BETWEEN BOARDS SHALL BE REINFORCED WITH TAPE EXCEPT WHERE CONTROL JOINTS ARE 1. PAINTED DRYWALL TO RECEIVE ONE OAT LATEX PRIMER AND TWO COATS OF SPECIFIED PAINT. TINT o ADDITIONALLY,FLAME FRONT NOT TO PROGRESS MORE THAN 10 1/2 FEET BEYOND CENTER LINE OF 08211 FLUSH WOOD DOORS REQUIRED.TAPE FIELD JOINTS,INTERIOR CORNER JOINTS AND WALL TO CEILING JOINTS.FILL JOINTS PRIMER TO APPROXIMATE SHADE OF THE FINAL COAT. TOUCH-UP SUCTION SPOTS OR HOT SPOTS 9585 S W NBURNER AT ANY TIME. PART 1-GENERAL WITH AND TAPENT FILLING COMPOUNDR TO FEATHER EDGES.AND SCREW HEAD DEPRIN. COVER ESSIONS WITH JOIN ILLIING COMPOUND RESULT E WITH BEDDING ND AFTER APPLICATION THE F N SH COAT. COAT AND BEFORE APPLYING SECOND DRY COATS THOROUGHLY BEFORE APPLYING EVEN SUCCEEDING EDING OATS WASHINGTON S Q R D 3. SMOKE DEVELOPED: INTERIOR FINISH&TRIM MATERIALS,WHERE SPECIFIED,TO HAVE FIRE RETARDANT N TREATMENT CONFORMING TO ABOVE REQUIREMENTS FOR"FLAME SPREAD"PLUS SMOKE DEVELOPED A. HOLLOW CORE FLUSH WOOD DOORS. AND FEATHER THE EDGES. ALLOW TO DRY. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR RECOAT TIME. SEAL DRYWALL SURFACES BEHIND PORTLAND, 0 R % RATING OF 25 OR LESS,ASTM E 84. EACH PIECE OF WOOD SHALL BEAR THE UL LABEL INDICATING 1. 1-3/4 INCH THICK,ARCHITECTURAL WOODWORK INSTITUTE STANDARDS ILLUSTRATED(AWI),SECTION 1300, 5. COVER TAPED AND FILLED JOINTS AND FILLED SCREW HEAD DEPRESSIONS WITH TOPPING COMPOUND MIRRORS. TREATMENT(U.L.RATING OF RF-3). PREMIUM GRADE,5-PLY.BY WEYERHAUSER WOOD DOORS OR EQUAL. APPLIED IN THREE GOATS. PERMITTING THE PREVIOUS COAT TO DRY PRIOR TO INSTALLING THE 2. PAINTED METAL TO RECEIVE AN ALKYD BASED PAINT,ONE COAT BASE PRIMER AND TWO FINISH COATS. 97223 4. CERTIFICATES:FURNISH AFFIDAVIT IF REQUIRED BY CODE OFFICIAL STATING THAT MATERIALS HAVE 2. HARDBOARD FACED. SUBSEQUENT COAT. 3. PAINTED ALUMINUM SURFACES TO RECEIVE ONE COAT DEEP BASE PRIMER AND TWO COATS OF LATEX a' BEEN TREATED IN ACCORDANCE W/SPECIFICATIONS&THAT MOISTURE CONTENT,AFTER TREATMENT, 3. FINISH:SEE DRAWINGS. 6. SAND JOINT AND SCREW HEAD AREAS LIGHTLY BETWEEN COATS&AFTER THE FINAL COAT SO THAT A PAINT(ALLOW 12 HOURS DRYING TIME BETWEEN COATS). o SMOOTH LEVEL SURFACE IS PRODUCED WITH THE PAPER SURFACE OF THE WALLBOARD FREE OF I.. DOES NOT EXCEED SPECIFIED LIMITS;INCLUDE CHEMICAL USED AND RETENTION OBTAINED FOR PRESSURE TREATED MATERIAL. INCLUDE THE"QUALITY MARK"OF ASSOCIATION HAVING JURISDICTION PART 2-PREPARATION/EXECUTION SCUFFING. C. PUTTY NAIL HOLES,COUNTERSUNK SCREWS,BOLTS,CRACKS,ETC. BEFORE APPLYING FINISH. OVER THE TREATMENT. B. PATCH AND/OR REPAIR EXISTING DRYWALL TO REMAIN TO LIKE NEW CONDITION.LEVEL ANY UNEVEN OR D. SAND WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 5. DELIVER TREATED MATERIALS BUNDLED AND MARKED TO IDENTIFY TREATMENT. A. PREPARE FOR HARDWARE. ROUGH SPOTS AND FINISH SMOOTH. BULGES AND VISUAL DEPRESSIONS ARE NOT ACCEPTABLE. 6. STORE TREATED MATERIALS FOR EASY IDENTIFICATION AND PROTECT FROM MOISTURE;PROVIDE E. BEFORE STARTING FINISH WORK,REMOVE HARDWARE,ACCESSORIES,PLATES,LIGHTING FIXTURES AND j WELL-VENTILATED DRY STORAGE. B. INSTALL DOORS N ACCORDANCE W/MANUFACTURER'S INSTRUCTIONS&SPECIFIED QUALITY STANDARDS. SIMILAR ITEMS,OR PROVIDE AMPLE PROTECTION FOR SUCH ITEMS. CD P C 7. HANDLE TREATED MATERIALS IN ACCORDANCE W/AWPA STANDARDS. IN ADDITION TO MATERIAL USED ART SHEET TITLE: 1 -GENERAL SUSPENDED ACOUSTICAL CEILINGS IN TREATMENT,FURNISH ADDITIONAL MATERIAL FOR FIELD TREATMENT OF CUTS. C. ADJUST DOORS FOR SMOOTH AND BALANCED MOVEMENT. PART F. PAINT ALL EXPOSED PIPING,ACCESS DOORS,VENTS,FIRE EXTINGUISHER CABINETS,EQUIPMENT MOUNTING 3 8. FIELD CUTS AND HOLES:FIELD-TREAT IN ACCORDANCE WITH AWPA M-4. BOARDS,ETC.TO MATCH ADJACENT WORK UNLESS OTHERWISE NOTED OR DIRECTED. DO NOT PAINT FIRE SPECIFICATIONS o A. TELEPHONE AND ELECTRICAL PANEL BACK BOARDS:3/4"FIRE RETARDANT TREATED PLYWOOD. 08400 ALUMINUM ENTRANCES AND STOREFRONTS A PROVIDE ACOUSTICAL PANEL CEILINGS WITH EXPOSED SUSPENSION GRID,AS SHOWN ON THE DRAWINGS. SPRINKLER HEADS,PERMANENT LABELS AND SIMILAR ITEMS INTENDED OR REQUIRED TO BE READABLE. / PART 1-GENERAL B. SUSPENSION SYSTEM AND ACOUSTIC PANELS AS LISTED ON REFLECTED CEILING PLAN SHEET,FINISH SCHEDULE, a PART 2-PREPARATION/EXECUTION AND RESPONSIBILITY SCHEDULE. G. SAND ENAMELED FINISHES APPLIED TO WOOD OR METAL BETWEEN COATS WITH FINE SANDPAPER TO A.GLAZING PRODUCE EVEN SMOOTH FINISH. -d A. SET MEMBERS LEVEL AND PLUMB,IN CORRECT POSITION. 1. REFERENCE SECTION 08800 GLAZING,FOR INFILL INTO GLAZING FRAME. c C. REFER TO DRAWINGS FOR LOCATION OF SPECIFIED MATERIALS AND FINISHES. WHERE REQUIRED BY CODES, H. MAKE FINISH WORK UNIFORM,SMOOTH,FREE OF RUNS,SAGS AND DEFECTIVE BRUSHING OR SPRAYING. B. INSTALL TELEPHONE AND ELECTRICAL PANEL BACK BOARDS WITH PLYWOOD MATERIALS WHERE B. ALUMINUM GLAZING FRAME. CEILING ASSEMBLIES SHALL CONFORM WITH UNDERWRITERS LABORATORIES DESIGN FOR ONE HOUR FIRE RATED MAKE EDGES ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. 0REQUIRED.SIZE THE BACK BOARD BY 12 INCHES BEYOND SIZE OF ELECTRICAL PANEL. 1. HEAD AND BASE SIZES AS PER PLANS AND DETAILS FOR INFILL WITH CLEAR TEMPERED GLASS ASSEMBLIES. REVISIONS: (SEE PARAGRAPH 3 OF THIS SECTION). 1. SEAL TOPS,BOTTOMS AND EDGES OF WOOD DOORS. N0: DATE: BY: I C. NEW FRAMING AT STOREFRONT AND ABOVE CEILING SHALL BE NON-COMBUSTIBLE. 2• FURNISH AND INSTALL ALL INTERNAL SUPPORT FRAMING,RELATED FLASHING,ANCHORAGE AND PART 2-PREPARATION/EXECUTION J. PRIOR TO CONTRACTOR LEAVING SITE AND AFTER ALL FIXTURES ARE INSTALLED AND STORE IS CLEANED, ATTACHMENT DEVICES. cn 06220 MILLWORK AND FINISH CARPENTRY 3. FINISH:SEE DRAWINGS. A. AT TIME OF COMPLETION,DELIVER TO TENANT,ONE PACKAGE OF ACOUSTICAL PANELS OF EACH TYPE OF MATERIAL CONTRACTOR SHALL WALK SITE AND TOUCH-UP PAINT DAMAGED DURING FINAL DAYS OF PROJECT. o PART 1-GENERAL 4. MANUFACTURERS: OLDCASTLE OR APPROVED EQUAL. USED,FOR FUTURE REPLACEMENT USE. K. BEFORE PAINTING,THE SURFACE SHOULD BE WIPED WITH WHITE SPIRIT TO REMOVE ANY GREASE.OIL-BASED C" FURNISH 1 FINISHED C. THIS SECTION INCLUDES ALL ALUMINUM/GLASS DOORS,DOOR HARDWARE SPECIFICALLY SUPPLIED BY B. COMPLY WITH ASTM G 635 FOR INTERMEDIATE-DUTY CLASS SYSTEM. SIZE ATTACHMENT DEVICES FOR FIVE(5) PAINTS,BOTH PRIMER AND TOPCOAT,ARE RECOMMENDED WHEN DECORATING LINCRUSTA A WATER BASED A F SH AND INSTALL F N SHED TRIM,CABINETRY,COUNTERS,DOORS,SHELVES,BASE AND ALL FINISH DOOR MANUFACTURER,GLAZING FRAMES COMPLETE WITH ACCESSORIES AND GLASS AS DETAILED ON TIMES DESIGN LOAD.HANGER WIRE SHALL BE GALVANIZED CARBON STEEL,ASTM A641,SOFT TEMPER,PRE-STRETCHED, SYSTEM,COAT AS FOLLOWS:UNDERCOAT:WATER BASED ACRYLIC PRIMER UNDERCOAT:TOP COAT:SILK OR MATT mc ITEMS SUCH AS LAMINATES AND FINISH DOOR HARDWARE,AS INDICATED AND DETAILED ON DRAWINGS. THE DRAWINGS AND RESPONSIBILITY SCHEDULE. 12 GA MINIMUM. EMULSION OR WATER BASED EGGSHELL 3 B 1. ALUMINUM/TEMPERED GLASS ENTRANCE DOORS SHALL BE OLDCASTLE(SEE PARAGRAPH. SEE DRAWINGS AND RESPONSIBILITY SCHEDULE FOR DETAILS,SIZES,DIMENSIONS. IADIVISION 10-SPECIALTIES B.OF THIS SECTION)(SIZES OF RAILS AND PATCH FITTINGS AS PER PNS&DETAILS) C. COMPLY WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND WITH GOVERNING REGULATIONS,FIRE-RESISTANCE '- SINGLE ACTING WITH 9/16'LAMINATED GLASS INFILL SET WITH MECHANICAL GASKETS. RATING REQUIREMENT AND WITH INDUSTRY STANDARDS APPLICABLE TO THE WORK. 10400 SIGNAGE o C. PROVIDE SHOP DRAWINGS OF FACTORY FABRICATED ITEMS. a. HARDWARE-TO INSURE SINGLE SOURCE RESPONSIBILITY, HARDWARE SHALL BE PROVIDED AND INSTALLED BY THE DOOR SUPPLIER/INSTALLER IN ACCORDANCE WITH THE DRAWINGS. D. INSTALL SUSPENSION SYSTEM TO COMPLY WITH ASTM C 636,WITH HANGERS SUPPORTED ONLY FROM BUILDING A. SIGNAGE COMPONENTS C14 D. FOLLOW AW1(ARCHITECTURAL WOODWORK INSTITUTE)ARCHITECTURAL WOODWORK QUALITY 1. STOREFRONT LOGO SIGNAGEAL MEMBERS.b. MANUFACTURERS: OLDCASTLE OR EQUAL. STRUCTUREMBS. LOCATE HANGERS NOT LESS THAN 6"FROM EACH END AND SPACE 4`-W ALONG EACH N STANDARDS. 2. BLADE SIGN c. FINISH: CARRYING CHANNEL OR DIRECT-HUNG RUNNER.SECURE WIRE HANGERS BY LOOPING AND WIRE TYING,EITHER E. MATERIALS I. HARDWARE-PER MANUFACTURER DIRECTLY TO STRUCTURES OR TO INSERTS,EYES3. POS SIGNAGECREWS,OR OTHER DEVICES WHICH ARE SECURE AND APPROPRIATE 4. BARBER SPA SIGN li.RAILS AND PATCH FITTINGS-STAINLESS STEEL FOR SUBSTRATE. 5. TOILET/ADA SIGNAGE PROJECT NO: 12121.014 1. FINISHED WOOD ON CABINETRY:CUSTOM GRADE,LUMBER AND VENEER PLYWOOD,FACTORY t PREFINISH,COLOR TO BE SELECTED STAIN AND CLEAR COAT HEAVY DUTY POLYURETHANE. PART 2-PREPARATION/EXECUTION E. INSTALL EDGE MOLDINGS AT PERIMETER OF ACOUSTICAL CEILING AREA AND AT LOCATIONS WHERE NECESSARY TO 6. BARRICADE GRAPHICS DRAWN BY: JGH 2. SUBSTRATE FOR PLASTIC LAMINATE FACED COMPONENTS:MEDIUM DENSITY FIBER BOARD(MDF). 7. SERVICE DOOR SIGNAGE o A. VERIFY DIMENSIONS,TOLERANCES AND ATTACHMENTS AND SHIMS TO PERMIT SUFFICIENT CONCEAL EDGES OF ACOUSTICAL UNITS. 8. MALL DIRECTIONAL ADJUSTMENTS TO ACCOMMODATE IRREGULARITIES. F. INSTALL ACOUSTICAL PANELS IN COORDINATION WITH SUSPENSION SYSTEM,WITH EDGES CONCEALED BE SUPPORT Q OF SUSPENSION,MEMBERS,SCRIBE AND CUT PANELS TO FIT ACCURATELY AT BORDERS AND PENETRATIONS. B. TENANTS SIGNAGE CONTRACTOR IS TO FURNISH ALL STOREFRONT SIGNAGE.COORDINATION AND B. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND PROCEDURES. INSTALLATION AS DIRECTED ON DRAWINGS. ELECTRICAL CONTRACTOR IS TO PROVIDE ELECTRICAL AS G. INSTALL HOLD-DOWN CLIPS IF REQUIRED BY CODE. SHOWN ON ELECTRICAL PLANS AND SPECIFICATIONS.TENANTS SIGNAGE CONTRACTOR IS TO / R2 C. PROVIDE SHOP DRAWINGS FOR ARCHITECT APPROVAL. COORDINATE W/THE CONTRACTOR FOR SCHEDULING&STRUCTURAL REQUIREMENTS FOR THE SIGNAGE. - - -- COPYRIGHT BRUCE M. CARLSON, AIA 2012 -- — --- ---- = a r` DIVISION 10-SPECIALTIES -CONTINUED s 10520 FIRE PROTECTION O A. PROVIDE MULTI-PURPOSE CHEMICAL FIRE EXTINGUISHERS CAPABLE OF EXTINGUISHING CLASS A,B,AND C FIRES,IN QUANTITIES AND LOCATIONS SHOWN AND AS REQUIRED BY LOCAL FIRE MARSHAL. -max = BRUCE M. N (COORDINATE IN FIELD.)MANUFACTURER:J.L.INDUSTRIES;COSMIC SERIES OR EQUAL. CARLSON N B. INSTALL MOUNTING BRACKETS AT HEIGHTS TO COMPLY WITH APPLICABLE REGULATIONS OF GOVERNING architecture • planning • interior design Ln AUTHORITIES. a C. SECURE MOUNTING BRACKETS TO STRUCTURE,SQUARE AND PLUMB,TO COMPLY WITH MANUFACTURER'S 21 BRUCE M.N. 2NARLSON, ARCHITECT, SUITE 301 INSTRUCTIONS. I MINNEAPOLIS, MN 55401 - D. UTILIZE CABINET WHEN EXTINGUISHERS ARE IN PUBLIC,RETAIL OR WAITING AREAS. AT A MINIMUM, PHONE: (612) 338-6677 - +cv, INSTALL ONE(1)EXTINGUISHER AT CASHWRAP AND ONE(1)EXTINGUISHER NEAR ELECTRICAL PANEL. FAX: (612) 338-2995 0E—MAIL: info@cmarch.com 10670 STORAGE SHELVING AND WORK COUNTERS PART 1 -GENERAL CONTACT: PHILIP FOSTER pfaster0cmarch.cam A.CONTRACTOR TO ASSEMBLE AND INSTALL SHELVING UNITS AND/OR SURFACE MOUNTED STANDARDS,WITH BRACKETS AND SHELVES. CONSULTANTS: B. PROVIDE COMPLETE SYSTEM,FURRING STRIPS EXCLUDED,WITH BRACKETS,CLIPS,SHELVES,RELATED SCREWS AND ANCHORS. EMANUELSON—PODAS - 1. MANUFACTURER:KNAPE&VOGT MFG.CO.800-253-1561 MECHANICAL , ELECTRICAL a. SHELF:WHITE PLASTIC LAMINATED,HEAVY DUTY 12"DEEP,LENGTH PER PLAN 10401 BREN RD. EAST b. STANDARDS:#82 SERIES,WHITE MINNETONKA. MN 55343 C. BRACKETS:#182 SERIES,WHITE 952-930-0050 PART 2-PREPARATION/EXECUTION SCOTT VANDER HEIDEN 3 A.CONTRACTOR TO ASSEMBLE AND SECURE SHELVING UNITS TO FLOOR AND WALLS WITH FASTENERS AS RECOMMENDED BY MANUFACTURER IN LOCATIONS AS SHOWN AND DETAILED IN PLANS. B. CONTRACTOR TO PROVIDE REQUIRED BLOCKING,FURRING STRIPS AND BRACING.REFER SECTION 06114 AND SECTION 05500. i C. CONTRACTOR TO PROVIDE WORK COUNTERS AS DESCRIBED W PLANS AND DETAILS. DIVISION 11-EQUIPMENT 11001 GENERAL I A. ALL EQUIPMENT MANUALS.INSTRUCTION BOOKLETS,AND WARRANTY INFORMATION SHALL BE NEATLY BOUND AND TURNED OVER TO THE CONSTRUCTION MANAGER PRIOR TO THE TURNOVER. B. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL HOOK-UP OF ALL EQUIPMENT,INCLUDING ALL MECHANICAL,PLUMBING AND ELECTRICAL WORK. SEAL: C. INSTALLATION OF ALL EQUIPMENT(INCLUDING TENANT FURNISHED)IS TO BE INCLUDED IN GENERAL BID. 11130 AUDIO-VISUAL EQUIPMENT PART 1 -GENERAL A. COORDINATE WITH RESPONSIBILITY SCHEDULE AND OWNER FOR INSTALLATION. PART 2-PREPARATION/EXECUTION �A� y� A. VERIFY ELECTRICAL REQUIREMENTS ARE AVAILABLE AND IN PLACE FOR INSTALLATION. BRUCE M. CARLSON B. INSTALL AS RECOMMENDED BY MANUFACTURER'S INSTRUCTIONS. DIVISION 12-FURNISHINGS No. 3112 MINNEAPQIIS,MINNESQTA � � 1.FIXTURES,ETC. INDICATED ON THE PLANS ARE FURNISHED BY TENANT. CONTRACTOR TO COORDINATE INSTALLATION AS INDICATED IN DRAWINGS. DIVISION 13-SPECIAL CONSTRUCTION 7 1.NO WORK UNDER THIS SECTION. DIVISION 14-CONVEYING SYSTEMS 1.NO WORK UNDER THIS SECTION. BRUCE M. CARL N, ARCHITECT DIVISION 15-MECHANICAL 1.SEE"M"SHEETS. SIGNATU DIVISION 16-ELECTRICAL 14-15-t2 1.SEE"E"SHEETS. DATE ISSUED 3112 REG. NO. THE MRT`/ SHAVING N I W Y O R K WASHINGTON SQUARE W a SPACE #D05 M 9585 SW "- WASHINGTON SQ RD N N PORTLAND, OR N 97223 Q a a SHEET TITLE: SPECIFICATIONS 0 0 c REVISIONS: 0 a- NO: DATE: BY.. I — — cn c a 4 c 0 s �r c3 N N Cn c PROJECT NO: 12121.014 N DRAWN BY. JGH 0 R30) / COPYRIGHT BRUCE M. CARLSON, AIA 2012 ao N Q MECHANICAL SYMBOL LEGEND GENERAL NOTES BRUCE M. CARLSON architecture • planning to to DOMESTIC COLD WATER (CW) CONTROL VALVE (TWO-WAY) accompanying 1, Wark to be accomplished on these Drawings and the 0 _ p g 24. Contractors shall solve oil coordination conflicts among themselves when BRUCE M. CARLSON, ARCHITECT -H DOMESTIC HARD COLD WATER (CW) - __- `-- - - CONTROL VALVE (THREE-WAY) - -- - --_- _ specifications includes the furnishing of all labor, materials, equipment, and possible. Engineer will arbitrate when necessary, and his judgment will stand, I services necessary for the proper completion of all mechanical work, with no additional cost to the owner. 219 N. 2ND ST., SUITE 301 -T TEMPERED DOMESTIC HOT WATER (1 1 C' F) G� GLOBE ANGLED VALVE MINNEAPOLIS, MN 55401 C ---.-_. -- - ------- _--- -- - -- - 2. Before submitting a proposal on the work contemplated on these drawings 25. Access panels shalt be furnished b the trade requiring them and delivered to PHONE: (612) 338-6677 120- DOMESTIC HOT WATER (120' F} FLOW DIRECTION • • P Y q 9 _ _ and accompanying specifications, each bidder shall examine the site, check as LAX. (612) 338-2995 � _ ___-_ _ _ _ _ .. the general contractor for installation. o RECIRCULATION HOT WATER (CHW) `-r.. PIPE PITCH DIRECTION to the means of making connections to services, and shall become familiar E-MAIL: info0cmarch.com U with oil the existing conditions and limitations. No extras will be allowed 26. Access panels shall be as manufactured by Milcor, or approved equal, and of CONTACT: PHILIP FOSTER W - SANITARY WASTE UNDERGROUND III PIPE UNION because of the contractor's misunderstanding as to the amount of work type the is compatible with construction and finish of the wall and/or ceiling pfoster0Cmareh.com W SANITARY WASTE ABOVE GROUND involved or his lack of knowledge of any site conditions which may affect his OR(o IN-LINE PUMP work. Any apparent variance of the pion or specification from existing A conditions at the site shall be called to the attention of the Engineer Burin 27. Each trade shall perform all Cutting and patching necessary in order to CONSULTANTS: - V VENT Q AIR VENT - AUTOMATIC g g perform the work, unless such work has been delegated to the general urR M the bid period so clarification can be made by oddendum. contractor/another trade. However, special permission shall be obtained from III VENT THRU ROOF AIR VENT - MANUAL EMANUELSON-PODAS Q 3. Existence of an wires. the engineer before cutting structural members or finished materials. All y conduits, pipes, ducts, or other facilities are shown in MECHANICAL / ELECTRICAL RPZ VALVE (REDUCED PRESSURE BACKFLOW) patching shall be performed in such manner as to leave no visible trace and - a general way only. It will be the duty of the contractor to visit the site 10401 BREN RD. EAST G NATURAL GAS to return the part affected to the condition of undisturbed work. Patching and make exact determination of the existence of any such facilities prior to MINNETONKA, MN 55343 - BFP BACKFLOW PREVENTOR work shall be performed by persons experienced, skilled, and licensed for the CWS CHILLED WATER SUPPLY the submission of his bid. It is understood that he will be responsible for 952-930-0050 particular type of work involved. Inferior work will not be accepted. All holes ---- - --__-------- -- "-" - --- "-- - -_-- BACKWATER VALVE making the exact determination of the location and condition of such in masonry shall be drilled with rotary drills. Impact tools shall not be used. SCOTT VANDER HEIDEN CWR CHILLED WATER RETURN © facilities.HOPPER DRAIN OR FLOOR SINK HWS HEATING WATER SUPPLY 28. Each trade shall bear the expense of oil cutting, patching, repairing, or -._____ __.____________.________-__-__-_- __-______ 4. All required fees, permits, and inspections shall be obtained and/or arranged replacing of the work of other trades required because of his fault, error, or HWR ® FLOOR DRAIN _ _ for b the contractor under the section of the Specifications for which the P g q HEATING WATER RETURN _ I - y P Y tardiness of because of any damage done by him. UNION are required. CO CONDENSATE DRAIN PIPING -- - - - - 29. Each trade shatl provide all holes and openings required for his work, unless - RL LIQUID REFRIGERANT S BREAK IN MATERIAL FOR VISUAL PURPOSES 5. Regular inspections shall be arranged by the contractor as required by any such holes and openings are shown to be provided on the architectural or and all regulations. All charges from regulating agencies for inspections of structural drawings. RS SUCTION REFRIGERANT ,� DRAIN VALVE installations or review of plans and Specifications shall be paid by the � contractor. THERMOSTAT FINISHED FLOOR ELEVATION 30. Each trade shall remove existing work that is shown, specified, or obviously ______-- --_-__---_�_._______-_-_-___-_- ____------------- necessary for completion of his work. Owner shall hove the option of -_ ON THERMOSTAT - NIGHT SET BACK SIAMESE FIRE DEPT, CONNECTION 6. Contractor to provide Certificate of Final Inspection. retaining any item or material removed under this contract. Items or Q materials not retained by owner shall become the property of the trade and CONNECT TO EXISTING 7, All materials and workmanship shall comply with all current and applicable SPACE TEMPERATURE SENSOR � shall be removed from the premises. codes, specifications, ordinances, laws, regulations, industry standards, and SEAL: HUMIDISTAT -- SUPPLY, RETURN AND EXHAUST AIR utility company regulations. 31. Each trade shall periodically clear away ail debris, surplus materials, etc., CO CARBON DIOXIDE SENSOR M - MOTORIZED DAMPER _ resulting from his work or operations, leaving the job and the equipment �-" $, In case of difference among building codes, specifications, state laws, local furnished under any or all contracts in a clean condition. Q A AQUASTAT BD BACKDRAFT DAMPER ordinances, industry standards, and utility company regulations and the�" Contract Documents, the most stringent shall govern. Contractor shall 32. Each trade shall test the equipment provided and/or installed under the promptly notify the Engineer in writing of any such difference. �F QpS FIRE/SMOKE DAMPER PRESSURE SWITCH �F-� specification and shall demonstrate its proper operation to the owner's operating engineer, lQ1MIF r� F© FLOW SWITCH � �.... SMOKE DAMPER 9. All applicable federal, state, and local lows and ordinances shall be adhered to throughout the construction project. 33. Each trade shall furnish, without additional expense to the owner, the services TEMPERATURE GAUGE Q FIRE DAMPER of competent instructors, who will give full instruction in the care, adjustment, 10• Non-Compliance. Should the contractor perform any work that does not and operation and maintenance of all parts of the equipment to the owner's N.Q. ` NORMALLY OPEN �- LOW-LEAK SMOKE DAMPER comply with the requirements of the applicable building codes, state lows, local ordinances, industry standards, and utility company regulations, he shall permanent employees who ore to hove charge of the equipment. I N.C. NORMALLY CLOSED r OR I- VOLUME DAMPER (MANUAL) bear all costs arising to correct the deficiencies. 34. HVAC subcontractor shall be responsible for tested & rated fire stop VFD VARIABLE FREQUENCY DRIVES 11. Contractor shall initiate, maintain, and supervise oil safety pre-coutions systems for all thru-penetration of wolls, floors & roof assemblies ��A# EXHAUST REGISTER • resulting from i in & other work under his contract. refer to ' 10' _ >� SENSOR TAP required for his work, including regulations of the Occupational Safety and 9 piping 9 Health Administration (OSHA), specification section for fire stopping for requirements. 4 WATER HAMMER ARRESTER WITH CEILING SUPPLY DIFFUSER 35. All woad Hailers and other lumber which is installed in contact with r _ 12. Drawings are to scale as noted but the contractor shag refer to Architectural metal, concrete, or masonry shall be pressure treated against decay 6/30/14 _ and Structural Drawings for exact location of partitions, wolls, beams. shafts, PRESSURE GAUGE WITH ISOLATION VALVE RETURN AIR GRILLE/REGISTER equipment, etc. (unless otherwise noted). ___-- ____- __- RETURN AIR GRILLE/REGISTER WITH SOUND BOOT, 13. Each trade shall obtain drawings and specifications of oil other trades and Ell -- -0 ELBOW UP (PIPE) coordinate his work with all other trades. MICHAEL A. WEBERT 0 ELBOW DOWN (PIPE}_.__.__.___ ___._______ _______- _______ ' SIDEWALL SUPPLY REGISTER 14. Drawings show the general arrangement of ductwork, piping, equipment, and SIGNATURE -O- TEE UP appurtenances and shall be followed as closely as actual building construction 10-15-2012 and work of other trades will permit. Mechanical work shall conform to the ISSUED ISS )' TEE-OFF THE BOTTOM / DOWN SIDWALL RETURN OR EXHAUST GRILLE requirements shown on all of the drawings. Architectural and Structural DATE TE ISS -- ------ -- Drawings shall take precedence over Mechanical Drawings. Because of the 467 0 FCO -I CO CLEANOUT FLOOR / CEILING_CLEANOUT REG. NO. ____. _ _ _ small scale of the Mechanical Drawings, .t �s not possible to indicate all - -- - __ D FLOOR REGISTER PIPE CAE, offsets. fittings, and accessories that may be required. - -ECCENTIC REDUCER 097FO LINEAR DIFFUSER 15. Discrepancies discovered before or after work has started shall be brought to INDEX TO SHEETS rr� the attention of the Engineer immediately, and the Engineer reserves the right CONCENTRIC REDUCER ,,.�""'"-""`•• FLEX DUCT to require minor changes in the work of any contractor to eliminate such M1.1 MECHANICAL TITLE AND SYMBOLS THE pppd FLEXIBLE CONNECTION (PIPE) __ ______ ____ _-.___ -________ . ____-__ _- ____ -_ -____ ____._.,____ discrepancies with no change in contract cost. ART ( V) UM 1.2 MECHANICAL PLANS AND DETAILS EXPANSION JOINT (LOOP) � ROOF PREXHAUST FAN 16. Plans and specifications ore complementary, and what is tolled far in either S H AV I N G® - PIPE ANCHOR one shall be as binding as if called for in both. M1.3 MECHANICAL SCHEDULES & SPECIFICATIONS N ■ w roRK I ALIGNMENT GUIDES CABINET UNIT HEATER 17. Where a disagreement exists between the plans and specifications, the item - or arrangement of better quality, greater quality, or higher cost shall be CHECK VALVE included in the bid.VAV BOX WITH COIL - ___- ........_ WASHINGTONGATE VALVE 1$. Normal use of the facility shall not be disturbed, except within the immediate SUPPLY DUCT ELBOW WITH TURNING VANES construction area. All walks, driveways, and entrances shall be kept clear and SQUARE (� GAS COCK VALVE free of all contractors equipment, material, and debris at all times. STOP & WASTE VALVE 11400 SPACE #D 5 �-? STANDARD OR LINED DUCT (SUPPLY, RETURN, EXHAUST), 19. All materials and equipment shall be stored in such a place and in such a �GPM� CIRCUIT BALANCING VALVE _ DUCT 15 LABELED TO INDICATE INTERNAL DUCT DIMENSION. manner that a minimum of congestion will result. the placing of such SEE SPECIFICATION FOR INSULATION. materials and equipment shall be subject to the approval of the owner. STRAINER GRILLE, REGISTER AND DIFFUSER KEY �_.__ _v__�_-____--- - --- --- STANDARD ROUND TAKEOFF (CONICAL BELL MOUTH) 9585 S W STRAINER WITH BLOW DOWN WITH VOLUME DAMPER 20. Contractor shall thoroughly examine the existing building with regard to what 24ze 8DIk-"CFM (INCHES) OR DIFFUSER NECK SIZE WASHINGTON S Q R D temporary measures he must take in order to permit the owner to occupy A 4�p pP PRESSURE REDUCING VALVE AFMS AIR FLOW MEASURING STATION specific areas of the building during the various construction phases. in 12TYP ------____.__ _. ..__._ _ - - --_---_- _ _--- PORTLAND, 0 R general, systems must remain in use in those designated areas to permit the I -QUANTITY NO INDICATION = 1 UNIT PRESSURE RELIEF VALVE GAS PRESSURE REGULATOR owner to function in a pre-construction manner. 97223 l�l BALL VALVE DEVICE SME, SEE SCHEDULE 1-+ WH WALL HYDRANT 21. Each contractor shall coordinate work with other trades in the installation of NOTE: 0 BUTTERFLY/SHUT-OFF VALE 1-+ HB HOSE BIBB equipment, piping, conduit, and ductwork. SEE GRILLE, REGISTER AND DIFFUSER SCHEDULE FOR 31:v FURTHER DETAILS. GLOBE VALVE by contractor shall initiate the coordination AC rocess '' __ _ - - ---- _ ___----__ -____ .__:__ .-----_ _- -- --- - ------ 4 THERMOMETER 22. HV / p Y __ / OS&Y VALVE / OS&Y VALVE WIRED --- --------- -- _ ___._ ___ ._________-____ __... __ __._ _- _____ --____- ________..___ providing reproducible plan drawings showing ductwork and equipment. F FLOW SWITCH �nSOLENOID VALVE �� _ 23. Drawings to be forwarded to the piping contractor and electrical contractor . o - i-___ __ --a for inclusion of their systems work. SHEET TITLE. _ GPM) FLOW MEASURING STATION 1.. x10._-.-- DOUBLE WALL (SUPPLY, RETURN, EXHAUST). DUCT IS MECHANICAL TITLE 0) (G TO INDICATE INTERNAL DUCT DIMENSION. �--- FLOW LIMITING VALVE 'SHEET ' o: 0 C 0 REVISIONS: 4 CL NO: DATE: BY- t a� a Cr C o rn c 0 REFEUNcE ONLY N NOT APPROVED WITH THIS PERMIT 0 U") o PROJECT NO: 3292.0051 N DRAWN BY: MTC a� a aW_ i COPYRIGHT BRUCE M. CARLSON, AIA 2012 � - ��` < ,�" a • 34100 3 IJIECHANICAL SYMBOL LEGENDGENERAL NOTES BRUCE M. SUIT YP ROwNp .mW.wr drmM�l AwrlwseOMbNi !R leq e6 eWlnpl w[ve Ilvq-NY) t. YwX 1.«[marha m INrr ore NtML ROOT 0lCY _ OOYISIK WO COLD tlltt ICY) 1 CWIRpI YYLVI Ilxnl-Nr ryYq ne }e.CYNretrora aM aWr YI[gYYmlw+teMRl[pmN INm.Nrn rnm VINCE N.pARUDN,AKXRCC7 I w Ykgba Mawr IN rwNNY N dl mw,mNrrbY,iRLMnM, perrYp,�Ngrw rY erWrgr rNn n[.aNry.aN N.y,eD^nM.Y Nero, =t9 N.2ND ST.,SURE 301 YFLD 1O _ nxrWD mreWC NM tlll, kM...W...Ipr ar prvlrr[wnplrtrn el d mrb,Rd rwk • nd cM le Ih wror. MNR IOIYI IIID rl 0.0n AratD vNVI v NINNUPOL(8l2)R,YN 53101 R•pOrlalO xp tlllR IttY r ]. blon aubNlM•Irawra m IN•M aMrmpbne m IMr embfr ]!.YnrolrynY.net N IvrryM q IN boa rpw Oef.eq la IMDNE: SSR-06D1 J•I•t/fJ/tY ] OR mlCmu m1 awemPMq•mMYNbw,wvA WWrI ala..anYW IN Mr.<M1 w Iq p INm me FAN: (n3)331-1115 //Iry��� 1 YM1N mrow N meY « d<IVNIw ler IMelorion. Z SIF4 J-- eYRCULYION YA MIN ICM7. n� Y9 twnwlbw b.nrtn,MINA Marc fp.wer [-NAIL: PH P.FOSTER Yf/tY3-I fYt �Y wWLr,M YNII uxuroRDUw r a IFr nbnq pe,aw M IlmNelk.rr. ra a N db.w ]I,Yum per,rb•raY M w mmulermree q aper,w gp°r.a ryd,em N CONTACT:VMILIY FOSTER LT L AYRF/ /' I Nmw N IN nrlr°tW'r yklYubrrrl°nMp Ito Fh aM✓il N Y Np IN Y eompeFM an e°Nlnelbn gine IinN q IN N eN/e<eAh plahrlpmar[F.vpm iRTUCWRAL MIS �Y�wNNM YYtI ND.t GIOUND YMreAA ppwwl eYwbn°r°Ir°q1 w°rpnNkvlbna m nMlp<I M° n b yr b erar Y!M M v1M ur [��M q Inr W aNl M[°M b IN gYnlbn N 1 lnpbrp L1q }I! ea aM prrlerm°l wunyy peltNq r r CONSULTANTS: ryrbe u rbYhNhn van N naa M ae.neum ryrlmm Ib rwn,unYw w[n•wY M Mn tlaYpplrtl b Ih Pmnd INR Ilra lnw PoDI y ' rm4aebr/argM Lea 1bMr,rmtl ry,rrlraM Wt N MlaYe I,wn M vIM-W ovY IIN•r MNr.<unhl Nrurrwer nrmrra N IMM mernbR N NN XIIRNIEL6DN-PODAS N sY rN; Y NY IN L°I N<N,w Nnn INWYr err warn b WpY Inp,„N /41CIAILI. •al.T.lrir RK wl1 IroDKI LDNI 3 ! r IM IMra[rp le rYN IM W H nl,rn IN N ryrl•rnW M w.A mepN w b hw.ro n D tlnN W.lasl YFLD S1IFL A[ IO IOP. KRl �r�WIURrI of •e°mrceM°nsl llermlahen Y INC nbYlMrro r wN amF I«Wbr ryb le ,M Pen anlN le IN wroxbn N uneNurM.M. Meng wYuouW,LN lSNS BD. ['OLD IIYr.p 11CN•NRI) al[b,1YP. -ORS CIYLLD RNrR su DID burLR Mlnurot N[uwdwlen N w m R a m M a h nrMWYh b •rynnn.e N M•ahM Irrned,�LY.e�M twat i IN _.l�pH //////��� Mbn a wen peaty pa sl«M1 MrWre. • n «e� Y robe ecloti JAJnu x[NtY / YW OUR I Di 1 J06I MSI UYR Yr e ® rCYYY1IR WLN s'q IN ne[I trlwmMi°n d Nr Yraen men h mm°•rY abl N erltN•in rMory NYY. InYetl beh a N we. 11[/ IILN DR[C1W. �LRLlD YA'!R Rl INaln. II 4-N"a n0 lR dtw Ot rLtIOR YMI n In rroI rro Yr Ibn Md w a/ r rqW }I.(«n Iretr aM I.er IN wrym N e1<u4h pkn I 1 ! R DMx 1. Y r r q«iq N Ih•wl N Clop IraM rmYre lruN.A AY I°P^`^piN,mw,w I I sr pU b[°Mrsrlw wMn Nr armcWn N Nr IMtYkptlma Nr•IIF°IAry ,pp;,na el Mc°uar d wY 0°maer een N Nm. tpuclNwnlwM NLDN ' LIOrD nrRNlRUN h WRN N W1IR1Y rat NSwL PULPoSIS !. Md«Yrorolhro aN N rrnrW q IN erolrNlw ea mdre N pN 31.[an Uva rla perlr o1 ne�rro eryrY w IrrMq Iw nY rrwk Yrarr w M tl et rnvMM. rrpblbp elmb Isr bwNYr,.N a IYYa pne ImYy wr a n s We m lh erzntlrowrol w uM MYI WveWvl trlhpa. -n-iKIW nraltlN .lr Yrnkr1bh w ra.YY d'1b,i'ene imrrabw arol N NW N+N IMIaRMIII rNLYND(t['dl RNNNN to ret er. N.IwF Irva ab rrm.r nmlq rnY Ual Y Nwn M.M4,er.M4WY nLM ittf WITHIRY' 1 r IMt40SU1-ICM NI YKY YNNCN M[Nn.CPrtL1W 1. CeMalw ID ptNr C.-.N rNd Inrnlhn. °f M•m pr lO°Inbl�rmrn!pl.,Na ne.r M Mn al Ary 4 nNr«r. 1MC1 Il CONNtI 10 IX61NC T. N mNMOY eM rMmerclyr.rvY cmrpY•Nn d t✓rwl oM aPrrvdr Ixitr°M`Nsrb N tyro M Iwam IM wewrN N 1M Irtl ane wMlkorbm,o,enonn,bv,rgNVlbn.Ydary Nelda.aro rod N nmrtl Inm IN prrMrr �- MELtNLN YYY NWUII Nt 3[ VIMN wmoA IpdNbna. 31.[«n Ina ana NNtlkeq t4er STILL q N trN4.wnNa malNir,Nc', VPbN pprN{1{qw �� NOTOLWIp wNPIR raYJbq Irom IY.rwl w npwvlbn,IF^Y•R IN RP ene IN.awnrwl I.b[ro N rWWrn[r prop IWIq Coen.ry[Mkern,[bh br.Ind IwnWro✓dn mY w u<vM,«la in°vbn<Mean. ARYfIM �}� YKYMM pN•iR nbnero,YwNIrY.INawtr,giro vINY rempeA npWrna•ne IN It PoD.M L.M,wI rem,Ma.IM mar N,bwnl nM m.nn. Cemreelw Wl !}.!«n Ina•b IM rN raJprr,M rywMe ant/rr IwNre u,rtrr IM OI{Kx WPPon. bY[!IW fRYIO f01AI0t rRl[WRI SYKM �� tWE/fLN4f w4rR rrwngY mly IN IgYNrr h r,Nq N vY wrF wlnrnr' Y'NeNn me.bl amr.4en N peprr eryre4er b IM N,wi CHHr.ryNC!YYYIIKIIRFis I!t WNYIKINN'S CUNn p,,,,Yq„��„�. ,.trytew 1 M OUMDY. Y[I;Y w1A-NASW EllILOY SMtx ®.� r.P!'a WIrtrrN.aMr,DM b<el b.a en eranercn•Fdl 6. v "I IlDlmnf lm DW a 0 fNaY!arra e F 1.m IMwhN u.emgrlY.n Pnx% EpAI. IIrPiNMI Or1G1 Iqn wN•!R N.Fan Iron 1na1 IwMan,rYneN veeLbM rrry+r W up trot,Inr rwNtn TDYq 10.Wntwnpfsn�a. SbW�h[sMr«ler pMwm ary reM1 Ixel Cera•ol N vwnry r rlrl w •e aW tAY FY YWIIbn F 1N nn.peyNmrM, x.D. NOIWLLY prµ �� lOY-CUM NYOkC DANPLR wmY rYY IM rr Wmx a N IM epNtoN Maarp Cuba.abr bra, eN°N,aINn el'A meNirroel N el Mm q IN N,bmnl 1°IN Nn.n RIAWR .C. NORWLLY tLDflD ` YDLWI wx bel wdronra.YNwlrl rleroptr.oro NYIr[anpeq rntrlbn.,h.M ryrmnrM wgbYrn rb en Ip nwr vMN N IN pdwnM. LONYFI rIR Iwuul) Irrr el talo eNrlrp le twlrol Inr eN4MIa. Y,IIIAC•uNMreerw Mel N r.aprweb Iw bMre 1 rola lire slap \�, WD VNNNL!'".1 v-11 -R� Wslr o1 INV-rrnvlrvlbn N Yvb,Ibora Y reel wemtrr IXMUfI nc¢uy 11,ceM,«I...nd Nuxr.MNxdN mn.InWr a....N pr-teN' k ta.s� YNl: y teat ur nr,Mro b w•wa,hvWq npJNbnr d IN Rwprnol td NY oro ryauR'naqINrem MIM b War a«n wear NY cen+r«I.mm le A11.INRYI!ACCIss Iw NNICWO SRrIO YYtlm4 ROIAIDt MroM IlniuYlreron 1DSYMJ. aryv .r bn ter lir.IIp;nP br npu4rmM.. 4 p rlltt Rf-w NL MRNOUNI. 0 -1.WUYN AL cm.YYx L{fMc RArIY MNNP A.CAIS ID INlNR IRC,WCMOIY (M.p!KM W4NR) A ® ti.Dnhna w<b reeY M<MM.!J IN eenrotlw rod rNar N MAYNIurd Nrn la Ma vYae In veMee F 6/fD+r tR fYlu 10 Y Cf.ltO r Ynn IMl hpr Iw n N.A eaee Mian giro°Ipr Maar e m 10I D IN RN LT. Or MRNYIAL YNwll r1lSluRt wue!rnN Wp41W YNY! cwLt/neYRR n N,.d b1 1 brgbr d ewWYN,ada.eromt aroYr. (pnWatelMniw rolrnpnv aN[N wrowr IYNNe nNYllereq ONF: UNI,[LNRulllt VOM ALl 1rO[S. aY,l ID UYI rlyr �� lLtM ur M �- n1Yw M DRYL!/nCYIiR Rx-HD BDOI. 13.l«ne lM opera 1"Nln rl DIM bMPrrtllkolbnr N of gnrr Vear ene MCNAIL A.Y[YIRT -$ ILrOR Uwru w0.Y nvrta r,DrpNwarrnl Ip iiJ w� n�bwY e.waa p'win4mnL era to UNIT HANGING DETAIL l"�' a IRALLLrIINN A aW Wr ORRN m1 aM N rtM VM.a RR rprrr�. acFMa R.II Nd amlwm b IN O3R3RDl� ��- " 1 OCIIWWI CLI-Orr 1M -1 /ODNu I r LlhrmNMa alum I a rI ih Y°MM. +MtlwlYd eM Nrurlwel 1))Ifr RN-iC0 DOR Mrr Ll4xDN D,aNq ..... Na Ipr paranr wn b be.Yq b'�N M �� rLOtY LtlTllt N IM Nn NMeN b°°I"anar Nnq lvr•M a gib Y ° ILYhI.,me«erwwM NM u a[wrs npKlR •� uNN arrlYn I!.lNNlmewn a<a..l.e Mlw.p dlp.pn ro.[bnro ala N wpaYnl b INDEX TO SHEETS INg1f 1 W.I'C I In°rpu;nab°nbmr Lh lnagrr i,r,nNYrl nY�rMrale'"n rnwlr.IN rpnl �- .-'-"'• RIX OKI negro M IM nrn:/'° .NWelr sun 41.1 RCWNL<t 1Rlt AAO SNbf 1W IRq aYr,.meM..en ro Wnq h<nlrrol twr. °"'AflT 1 f 1 fXMNfgN tMR IL-P) ® aaR(•N)IXWUP rNl Y1J IRCWIIGI RANT ND p S +e.Pbna ene.w<ab.Ym.r.nrnpbmMaO.me rna b[are rw h Nnr 6 HAV I N G• T mr Mel N w ebha w Y<ere b u eNn. u+3 MCWNUL uWDues Y fntrKAlNn ALYYM{M LNDIf tAlryli WI rYAIU 11.Mrrr p eYe�rarrYMNAIr NYnn IN deN M amYkgbY.IN Mm ® wY 1pv RN cpf FeYerme°M"h.W. 'wrYa•D.ew AIM.w uww ewl argil N wn vYLvl n.xNma er.a a.wtrr.a rcr N aNamµ..rnl.xrb u.Imr.aaY WASHINGTON w tan YNn wlLr W[I lLRN Nnx IaNND WNtY i::of an<arl°�«Iw:°wrbmem�m i:,u ee�e.eniv m d r»:a°•,aro SQUARE °b""t L�TI:T�3 YS(pVV)Nt1enntMMwelRRMMLWix[WRDW YAOLYD[rrY ��efuuwDLa4WoYD DISI UwIYNYNuKl)). Vlmel1rAbYmYN I.11M1, SPACE #D05 - GRILLE.REGISTER AND DIFFUSER KEY NRgxvDWDa 9585 SW 20.Cwxr«b aM IrorwlNp rmMa IN�dY�vLaa,1 rM rr�e N rNr •nswn eewrno YNM M rLRr ruwRrN sump w:°:rm a m, ry'MY ar^^' °C„n 0. 's-�y OYCWfI aR DlruuR nn Rre WASHINGTON SQ RD ® °°h�Nb'aMm ti •,' i�,b,:.r; e::s:ane:', rl:«.ml IN �wNmr wM.1YW.1 urn PORTLAND OR Mnrw RWN wart pl; us NlswRl n an n .-<ebewx.n nnmr. 97223 I rLL WLI HMR •r DRc[spLl,NI NWaxl elnnRRY/sxM-wr wd ` '" It.ern rmb<br.ra YrdYNr.eM1.nn Nn.r Ines;,IN INldnron el { CLON vNN L'+ro xp5!rlB rw.pmnl,YwkN.rerouY.giro {}/ �ROY uNrs/WOSLvI[YItVaNY!YMO ° 'rf -_N_W_lt " ]].WpwKbhnMquNmn-pmroNwa rMCanpab«nb erwrrdhewa blrWtlwbAN.bqIh elvelerrwelaaallnven NpaWnmernNl. STI ,t0ClnNILt,n6 l4Nurys[R s[xlWtl DNf WmN23.=g.I.b.1- bwe NaW iiD._ a12TIZ rpSHEET TITLE: - ra WE TUNICAL TITLE SHEET 4CVISWNS: rPR F 1 8 pRo.Rn xa >n1.Mn mX Will M1 . 1 G a o wH-1 ,a EWC-t BRUCE M O ARLSON - \ __ 17 1 c architecture - planning Interior design n. BRUCE M. CARLSON, ARCHITECT L I! I I L.. _..... ... .. _ ....... ... ------------- ------------------ ------ -_ - �'F° u I ,, III .._..._ ' _ ! 1219 N. 2ND ST., SUITE 301 - I I i' III - I ; ; I �._ 1..2. ._ MINNEAPOLIS MN 55401 C I' I i ' i i ;J 1 iii � I i ii i iii I' PHONE: (612) 338-6677 ° J i;y..................t I III - I--.. I 9 I if �1 E I _jII L r..;, i, I 612 338 2995 B 24 __I 215 .-%) lam, _� II III �_—. :> - -- -- I ( FAX: �: ._...____ I I A 10"� , I i u _ _._ ( E-MAIL: info®c)arch.com o �_................ -.... < I, I /� ( CONTACT: PHILIP FOSTER E / i 4 B 24x24 - - - - - - - - - - - — - - - - — - -- - CONSULTANTS �- i 6 � I I -- EMANUELSON-PODAS A I. V V-1 TYR 2 1 I I { 4) MECHANICAL ELECTRICAL OI 3 i I i f,,.,i 10401 BREN RD. EAST L C1 0 ,�S.A. r- _._.. — _ I T K A 14 1 I � '�I I �' I I \ - M NNE ON MN 55343 x 2S.A. _..... \ - --— ---..- ---- - , ......- I; 952-930-0050 I - '- ' ' I 'I ► 1 1 - - - - - - - - - - - - - SCOTT VANDER HEIDEN ^ I' \ I ..._ —..—.——.- 7'-X'�R. "TFc'.7._Y."' ` _.=.. .' IC.F'TX'j�..f-7C'•,R'"'. I i I "X-rr.R`.:'SL–._—.—...—_ C7CR'�%"S..[X'rC7'cR­'Xz'r7'rR `'T"X'x I DIFFUSERS, GRILLES AND REGISTERS SHALL BE LOCATED AS SHOWN. EXACT DIMENSIONS ARE NOT NECESSARY - SCALE PLAN AS REQUIRED. FIELD COORDINATE FINAL LOCATION WITH CEILING ELEVATIONS, SOFFITS, TRIM, LIGHTS, SPRINKLERS AND _ r— ALL OTHER TRADES PRIOR TO INSTALLATION. AVOID CONFLICT. ..........__.. .......__. .T------- 140 O 80 - -. ,�_ 1 F ---- - - ------- -� _--I — I __--------- I ! ---'--------- I -- ----- -- -1---I ::: — ------------ ------------ . I I — — ...... ---- II L — _ — — . ----- / ., SEAL: HVAC PLAN PLUMBING PLAN 1 1/4"=1'-0" 1/4"=1'-0" IN Q� GENERAL NOTES FIRE SPRINKLER NOTES PLAN NOTES VENTILATION SCHEDULE I CONNECTION TO LANDLORD PROVIDED ROOFTOP AIR HANDLING UNIT IS SUBJECT TO BUILDING SPRINKLER CONTRACTOR SHALL PROVIDE IN THEIR BIDS: MODIFYING THE EXISTING NEW 10"0 FAN POWERED VAV BOX. PRICE FDC-3010, 10"0, FAN SUPPLY: 1000 CFM LL UNIT OCC AREA MAX MIN PEOPLE MIN OA SUPPLY EXHAUST DEPARTMENT AND LANDLORD APPROVAL. CONTRACTOR SHALL INSPECT/TEST HVAC SYSTEM FOR SPRINKLER SYSTEM, SPRINKLER HEADS, PIPING, ACCESSORIES, ETC FOR NEW & REMOVED 1O SQ FT CFM CFM CFM CFM CEILINGS, REMOVED & NEW WALLS AND NEW LIGHT FIXTURE AND DIFFUSER LOCATIONS. AHU SUPPLY: 850/425 CFM, .25"SP. TENANT HVAC CONTRACTOR SHALL CONNECT SUPPLY PROPER OPERATION AND COMPLIANCE WITH ALL CODES AND STANDARDS. +� VAV 863 850 - 5 150 - AIR DUCTWORK TO UNIT AS INDICATED. FIELD VERIFY DUCT SIZES AND LOCATION. ",►�. ?O. PRIOR TO BID, SPRINKLER CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, MAIN 2 PROVIDE CABLE OPERATOR FOR ALL VOLUME DAMPERS LOCATED ABOVE GYP CEILING. YOUNG ASHRAE 62.1-2007 VENTILATION REQUIREMENT: & BRANCH LOCATIONS, HYDROLIC CALCULATIONS, ETC. O REGULATOR MODEL 502OCC DAMPER WITH ACTUATOR MOUNTED IN DIFFUSER (OR EQUAL (Rp x Pz) + (Ra x Az) = Vbz SEE ARCHITECTURAL, ELECTRICAL, HVAC PLANS FOR ADDITIONAL INFORMATION. PRODUCT). 6/30/14 RETAIL SALES - (7.5cfm x 5 people)+(.12 x 735 sq ft) = 125 cfm OA STOCK - (7.5cfm x 0 people)+(.12 x 138 sq ft) = 17 cfm OA DEMOLITION NOTES SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. PROVIDE AS-BUILT DRAWINGS TO 3O INSULATE ALL DUCTWORK WITH 1-1/2" R-5 INSULATION WRAP WITH FOIL VAPOR BARRIER, LANDLORD AFTER FINAL INSTALLATION. TYPICAL FOR ALL. MECHANICAL CONTRACTOR SHALL CAREFULLY COORDINATE DEMOLITION WORK WITH NEW WORK. DISCONNECT AND REMOVE EXISTING EQUIPMENT, DUCTWORK, DIFFUSERS, AND PIPING AS SPRINKLER CONTRACTOR TO CREATE & SUBMIT DRAWING(S) & HYDRAULIC CALCULATIONS O TRANSFER AIR DUCT ABOVE CEILING TO MAINTAIN RETURN AIR PATH TO VAV UNIT - MICHAEL A. WEBERT NECESSARY TO ALLOW INSTALLATION OF NEW HVAC AND PLUMBING SYSTEMS. COORDINATE TO BLDG DEPT AS A DEFERRED SUBMITTAL PRIOR TO START OF WORK. LOCATION OF COORDINATE LOCATION WITH GENERAL CONTRACTOR. SIGNATURE DISPOSAL OF MATERIALS WITH GENERAL CONTRACTOR. LIGHTS, FIXTURES, AND SOFFITS TAKES PRIORITY OVER SPRINKLER HEAD LOCATION. O PROVIDE DDC TEMPERATURE CONTROLLER COMPATIBLE WITH LANDLORD BUILDING AUTOMATION 10-15-2012 SYSTEM. MECHANICAL CONTRACTOR MUST CONTRACT WITH LANDLORDS CONTROL DATE ISSUED CONTRACTOR FOR ALL TEMPERATURE CONTROLS WORK UNLESS A CERTIFIED LANDLORD 77467_ CONTROLS CONTRACTOR IS USED. -- -- -- ---- -- - - REG. NO.--- 1" 0. 1" SOUND INSULATION 6O DO NOT ROUTE PIPING OVER ELECTRICAL SWITCHGEAR. FIELD VERIFY PRIOR TO INSTALLATION. AS SPECIFIED ' N. 7O EWC_1 - NEW WATER CHILLER UNIT INSTALLED IN SINK CABINET. COORDINATE INSTALL WITH CABINET CONSTRUCTION. ELKAY MODEL ERS 1, 1.5 GPH, 155W, 1.7 FLA, 120V/1 PH. THEARTO/ GRILLE SIZE " 1/211 I 1/2 1/2 I S=1 ,2 ` O CONTRACTOR SHALL FIELD VERIFY/LOCATE EXISTING WATER, VENT, AND WASTE PIPING AND (SEE DRAWINGS FOR SIZE) NOTE: EEMECHANICAL PLANS FOR EWH-1 0 O CONNECT NEW PIPING PER APPLICABLE CODES. S H AV 1 N G" SIZE AND LOCATION OF GRILLES O OEWC-1 g INSTALL LANDLORD SPECIFIED WATER METER SYSTEM (PROVIDED BY LANDLORD, INSTALLED BY NA FURRED OUT WALLSTE PIPING ED 'L�� O TENANT CONTRACTOR AT TENANT'S EXPENSE) IN ACCESSIBLE LOCATION DETERMINED BY / 1 LANDLORD AND LOCAL UTILITY. COORDINATE ALL WATER METER AND SERVICE REQUIREMENTS WITH LOCAL UTILITY AND LANDLORD PRIOR TO BID. ,� KEEP BOTTOM OF DUCT 4"-6" / 10 H-1 - NEW WATER HEATER MOUNTED IN CABINET - COORDINATE INSTALL WITH CABINET WASHINGTON 18 MIN. ABOVE CEILING WHENEVER CONSTRUCTION. EEMAX MODEL EX8208 208V/40A, 7 DEG RISE AT 1 GPM. POSSIBLE. /' �� 8.3Kw 5 SQUARE i PROVIDE TRANSFER AIR OPENING IN DEMISING WALL TO MAINTAIN RETURN AIR PATH TO LANDLORD'S CENTRAL AIR HANDLING UNIT. COORDINATE SIZE AND LOCATION PRIOR TO BID WITH LANDLORD. SPACE #D05 RETURN AIR GRILLE 1/2' ��i I DOWN THRU 1Q PROVIDE HAIR TRAP ASSEMBLY IN WASTE PIPING - MARBLE PRODUCTS MODEL 1701 CEILING i SLAB CATCH-ALL HAIR TRAP (OR APPROVED EQUAL). 9585 S W lool WASHINGTON SQ RD RETURN GRILL�ED�E TAIL 1/2" 8 e tiSPN PORTLAND, OR O� O® 3 NO SCALE 97223 an 3 N DOMESTIC WATER RISER SANITARY WASTE RISER : STAINLESS STEEL CONTROL WIRING IN o PROTECTIVE SHEATH. SHEET TITLE: a N MECHANICAL PLANS °' ANGLE BRACKET CONICAL BELL SPIN-IN COLLAR WITH CASING NUTS. and DETAILS O PLENUM WITH FLEXIBLE DUCT RUNOUT SUPPLY DUCT -d 1/2" ACOUSTICAL (MAX. LENGTH 5'-O") ° LINING REVISIONS: i i n°- CONTROLLER MOUNTING N0: DATE: BY: BRACKET. ,. i r. I ° 270-275ML YOUNG - i cnREGULATOR DAMPER v ADJUSTER MOUNTED IN o DIFFUSER PER CLAMP 5020-CC DAMPER WITH MANUFACTURERS - - ANGLE BRACKET DESIGNED RECOMMENDATIONS. o i l FOR EXTERNAL CONTROL � DUCT SEALER DRAW BAND WITH I SILICONE SEALER REFERENCE ONLY __ ............. _. a PROVIDE PLASTER FRAME NOT APPROVED WITH THIS PERMIT F- ! AND FACTORY T-BARS 0 PROJECT N0: 3292.0051 N DRAWN BY: MTC TYP LINE�AR�SUPPL�YD�l FUSER �CO�NNECTION N NO SCALE a� 0 a 1 . 2 Y COPYRIGHT BRUCE M. CARLSON, AIA 2012 a j ------------------- 00_ MECHANICAL SPECIFICATIONS C ONS N 1500 CONDITIONS OF THE CONTRACT 1516.03 DUCTWORK INSULATION 1582 DUCTWORK BRU N CE M. CARLSON The General and Supplementary General Conditions as previously details long with the general requirements listed in Duct liner shall be Schuller Permocote Linocoustic or equal and approved 1-1/2 Ib. density unless indicated to be 3 lb. density in details All duct joints and connections shall be sealed with Duro Dyne water based duct sealer, or equal and approved. Duct tape is NOT - Division #1 shall apply to oil work of this Division. This Contractor will be required to furnish all materials and labor on the drawings, or following paragraph's. The airstream side of the liner shall be coated with on immobilized EPA registered acceptable. architecture • planning • interior design C for a complete job if the Engineer is not informed of on omission before bids are received. anti-microbiol agent so it will not support the growth of fungus or bacteria as tested in accordance with ASTM G21 & G22. All in shall Provide Johns-Manville neoprene covered canvas 1/16" thick for flexible connections between ducts and inlets and outlests of all BRUCE M. CARLSON, ARCHITECT. - 1503.1 CODES be cemented to the entire inside of the ductwork and secured with weld pins spaced one per each 2 square feet on ducts 12 m width supply and exhaust Eons and units219 N. 2ND ST., SUITE 301 I and greater. Internal liner shall be sealed at all row edges with mastic to prevent erosion from mechanical abrasion or air erosion. MINNEAPOLIS, MN 55401 C This work shall be installed in conformity with applicable local ordinoces and state statutes. All requirements of the PHONE: 612 338-6677 ° First 20 feet of supply air duct from air handling units shall be insulated with 1 thick acoustical liner of 1.5 lb. density, applied as 1582.02 SHEETMETAL DUCTWORK current plumbing codes, heating and ventilation codes, energy or conservation codes and NFPA bulletins must be met. PP y g Y� PP FAX: (612) 338-2995 Standards and sizes which meet or exceed the above mentioned requirements shall be installed as drawn or specified. indicated above. o q P " All sheet metal housing, ducts and risers specified here in shall be galvanized iron, #1 grade Inland, or approved equal, except as E-MAIL: info@emareh.eom U Nothing in the specifications or drawings shall be construed to permit deviation from the requirements of governing First 20 feet of return air duct from air handling units shall be insulated with 1 thick acoustical liner of 1.5 !b. density, applied as otherwise here in after specified. All galvanized sheet metal ductwork rectangular and round shall be designed, fabricated and installed CONTACT: PHILIP FOSTER E codes. indicated above. in strict accordance to the latest edition of SMACNA standards: pfoster0cmarch.com All exhaust ductwork within 15 feet of exhaust fon shall be insulated with 1" thick 1.5 Ib. density liner, applied as indicated above. 15603.02 PERMITS/INSPECTIONS/SPECIAL CHARGES Ductwork within 4" of drip pan shall not be lined. Up to 12" in width 26 gauge All charges and obligations for obtaining permits and inspections for plumbing, heating and ventilation and fire All vertical relief ductwork between drip pan and roof insulation shall be insulated with 1" thick 1.5 Ib. density fiberglass wrap. All 11* to 30" in width 24 gauge - 1" seam CONSULTANTS: 9 9 9 P P P 9 9 » 31 to 48" in width 22 gauge - i seam extinguishing work shall be the responsibility of this Contractor. remaining relief ductwork from drip pan to plenum shall be insulated with 1 thick 1.5 Ib. density liner, applied as indicated above. EMANUELSON-PODAS Ductwork within C of drip pan shall not be lined. All tenant ductwork at the discharge of the VAV box shall be lined with Is thick acoustical liner for sound attenuation in accordance MECHANICAL / ELECTRICAL This Contractor shall apply for any utility service charge, installation or meter and gouge required and shall be » with Landlord's design criteria. responsible for the respective costs. Upon completion of the particular section of work the Contractor shall furnish All transfer duct shall be insulated with 1 thick 1.5 lb. density liner, applied as indicated above. Ductwork within 4 of drip pan shall 10401 BREN RD. EAST the Owner with proof of acceptance from the proper tocol or state department honing jurisdiction, not be lined, MINNETONKA, MN 55343 All duct sizes shown on the drawings indicate free area and sheet metal sizes must be increased occordingly for insulation thickness. 1582.03 SPIRAL METAL 952-930-0050 1502.03 GUARANTEES AND TESTS All fresh air duct work and mixed air ductwork shall be insulated with 2" thick 3.0 Ib. density fiberglass board, secured as indicated by All rigid round supply ductwork shall be covered with 1" insulation wrap with foil vapor barrier. A manufactured insulation "sock' is SCOTT VANDER HEIDEN the manufacturer. acceptable to pull over round ductwork and should be be secured to duct at diffuser and trunk ducts with zip ties. This Contractor shall assume responsibility for and defects which may develop in any port of the systems caused by • fault workmanship, material or equipment, and p agree to replace an such fault workmanship. or equipment Aft supply air ductwork not lined and run-outs to diffusers, shall be insulated with 1 thick 1.5 Ib, density fiberglass wrap with foil vapor Y p' g P Y Y Pbarrier secured as indicated by the manufacturer. Ail above floor round ductwork shop be United Sheet Metal Co., Spiral UniSeal Duct or equal, manufactured from galvanized steel in during a.period of one year from date of final acceptance of the work without cost to Owner. the following gauges- All drip pans for exhaust and relief ducts shat[ be insulated with 1 thick 1.5 lb. density fiberglass wrap with foil vapor barrier secured as 3" diameter ta.$" diameter = 26 gouge All plumbing work shall be inspected, tested and approved as required by governing codes. Tests shalt be mode in the indicated by the manufacturer. 9" diameter to 22" diameter = 26 gauge presence of the proper inspector and the Architect or their authorized representative. All test shall be made by the Contractor at his own expense and he shall furnish the Architect a certificate that satisfactory tests have been made. 1523.01 PIPING All fittings shall bve United Sheet Metal Co., Uniform or equal manufactured with continuous welds and in the following gouges: 1503.04 AIR AND WATER BALANCE All water piping in the building above ground shall be type "L" hard copper tubing with wrought copper solder type fittings, 3" diameter to 36" diameter = 20 gouge. ll unions, etc. All water piping in the building below ground shalt be type "K" soft copper and sweat fittings. Pipe and fittings shall The start-up, adjusting, balancing and commissioning of the air and water flow shalt be performed by the installing Contractor 1582,04 FLEX DUCT in accordance with Seattle Energy Code (if previously certified by the NESS or AABC or equal) or shall be performed by on meet ANSI H23.1. independent test and balance contractor which has been certified b NESS or AABC. The fins[ 5` o€ duct work l each diffuser may at the option of the Contractor be installed with insulated flex, Jahns Mpnsvilie, P Y Soldered joints in capper tubing shalt be made in strict conformance with the recommendations of the Micro-Aire, J-Flex or equal and approved. 1506,01 INTRA-CONTRACT BOUNDARIES manufacturer. SEAL: Cold water line and hot water circulating line to hot water tank shall be provided with o 15 degree swing check volve. 1582.05 DUCT CLEANING Cooling coil drain pans and drains from ail ventilation openings thru roof or wall shall be piped by Plumbing Contractor. For Provide shut-off valves on oil branches from mains and on oil connections to fixtures and equipment, on each side of hot plumbing equipment which is specified under separate sections the Plumbing Contractor will be required to furnish and install Clean-duct system with high power vacuum machines or high velocity forced air to remove accumulated dust in existing {to the necessary *Ifme traps, stop valves ect. including rough-in and final connections. water heaters and circulating pump, and at other points indicated on the drawings or where required for good isolation/maintenance remain) ductwork. Protect equipment with temporary filters or bypass during cleaning. of the system. 1506.02 ELECTRICAL SERVICE, WIRING AND CONNECTIONS Water supply pipes shalt be anchored inside wall immediately behind shut-off valves to lavatories, sinks, water closets, etc. Construction dust/debris filters must be installed during construction on VAV boxes in accordance with landlord's standards. The Electrical Contractor shall provide electrical service to all motors and other mechanical equipment (unless otherwise noted) in 1524 VALVES 1583.01 DUCTTURNS. conformance with Div. 16 of the specifications. 774V All wiring for the control of mechanical motors and equipment shall be furnished complete by the Mechanical Contractor including Provide bol[ valves as shown on pion and where required for proper operation of the plumbing system. Elbows shall have a minimum throat radius of one half of the duct width wherever possible. Elbows with a throat radius of less but not limited to wiring, conduit, devices and installation by a licensed Subcontractor utilizing Electricians experience in the type of than one half of the duct width shall be provided by turning vones. Square elbow shall be provided with Tuttle and Bailey systems to be installed. 1525.01 VACUUM BREAKERS "Ductturns. or equal and approved. 1514.01 HANGERS & SUPPORTS Vacuum breakers shall be installed to oil fixtures with submerged inlets, American Standard HB-15755 chrome plated. 1583.02 ACCESS DOORS +✓,, 10'r m d d ri t and m r conomizaoozeapes. it ra ducts at Provide access doors in dgravity, economizer T T WATER u �1'fC ' _ Furnish and install brackets, braces or reinforcing angles as may be required for all partitions not sufficeint in themselves to support 1526 DOMESTIC HO plumbing fixtures or other wall hung equipment included in this specification. Piping suspended from contruction above shall be hung Refer to equipment schedule and/or plan notes for water heater information. 1584 GRILLES REGISTERS & DAMPERS '�+! from Grinnell Company, or equal. , , 1533 PIPING (verify materials with landlord prior to install) 6/30/!4 1514.02 ACCESS PANELS ( Y P ! The diffuser, register & grille schedule on the pion list Titus model #'s and the following shall be considered equal: E.H. Price, Unless otherwise noted on the drawings, each Mechanical Contractor shall funish wall and ceiling access panels required for oil All soil, waste, drain and vent piping, inside the building, shall be cost iron no-hub piping (ASTM A-888) with shielded couplings (ASTM Connor, Carnes, Krueger, T&B, Noilor. mechanical items. C-1277)• Access panels shall be Milcor, or approved, as follows: Ail motorized damper shall be opposed blode type Pottorff, or equal and approved series #CD-40. Dry wall construction -Type M d, x14" minimum Underground soil, waste and drain piping shall be Hub-ond-Spigot cast-iron pipe and fittings (ASTM A-74 Service Class). MICHAEL. A. WEBERT Tile wallceilings -Type DW 24"x24" minimum Furnish and install where shown on plan on approved fire/smoke damper manufactured by Ruskin, or approved and equal, model -- - YP SIGNATURE #FSD-60 with 120 v actuator and Ruskin EFL(electronic fuse link). EFL shall activate upon temperature of 165'F. The EFL shall 1516.01 PIPE INSULATION include a push button, remote reset. Electrical shall interlock with smoke detectors and fire alarm system. 10-15-2012 DATE ISSUED Cover all the followingi types listed with remolded fiberglass pipe insulation, 4 Ib. density and ASJ locket. Jacket shall hove a 1534.04 ROOF CAPS 1588 EXHAUST & GRAVITY AIR UNITS pipe YP p q P P Y 1 77467 perm rating of .2 and 2" cemented seams. Insulation shall have a maximum service temperature of 850 degrees, a UL rating, shall Cook, Carves, Jenn Air, Bailey, Powerline, Twin City Fan & Blower, Greenheck, shall be considered approved equals. REG. NO. meet the requirements of ASTM #C547, and hove a flame spread of 25, smoke development of 50 and a fuel contribution of 50. Vents stacks from sewer, soil waste and drain pipes shall be extended at least 12" above roof and shall be provided with a frost proof type of Insulation shall hove a thermal resistance of .24 btu-in/hr-sq. ft.-degrees F, and be installed with Zeston plenum rated covers over 1 roof jacket for iron, steel, or PVC in P & G roofs. In EPDM roofs, roofer will furnish and install EDPM flashing and stainless steel draw bonds in 1590 AUTOMATIC TEMPERATURE CONTROL SYSTEM pound density microlite blanket and 18 gouge galvanized wier at all fittings. Molded closed cell polyethylene foon insulation is not place and water tight on pipe. approved equal, A 24 volt system of electric/electronic controls, properly interfaced, shall be furnished as a part of the complete Pipe Type Thic n s 1534.01 FLOOR DRAINS HVAC system and installed by the Heating/Ventilating/Air Conditioning Contractor. This Contractor shall furnish and install low THE Domestic Cold Water Pipe 1" & Less 1/2 Floor drains and floor sinks shall be Zurn, Wade, Josam, J.R. Smith or equal and approved, with the following number referring to Josam voltage wiring between control devices and equipment. Wiring may be installed without conduit except where required A R•'r'a/° Pipe 111" - 2" 3/4 for mechanical protection or plenum conditions. Conduit where required shall be furnished by the Mechanical Contractor unless e catalog numbers: noted on the drawings to be installed b the Electrical Contractor. All conduit shall be installed in a time) manner to be H AV I N Ca Pipe 2�/2" & Up 1" 9 Y Y Domestic Hot & RecirC Water Pi 2" & Less 1" Floor Drain #30000-A Provide funnels on floor drains with indirect condensate. completely concealed in finished spaces. In unfinished spaces, conduit shall be thin wall, installed in a neat and sturdy manner. N ■ w TOR K Pe Wiring shall conform to NEC Article 725, Class 1 and 2 requirements and shall be neatly cabled and tied to building construction at Pipe 2 I & Up 1'/s 1534.02 CLEANOUTS maximum of 10 foot intervals. Provide cleanouts as shown on plan and as required by Code in all sanitary systems. All cleanouts shall be placed in accessible locations Contractor to utilize landlord's temperature controls contractor at tenant's expense to install DDC temperature controller compatible to permit cleaning out of the entire systems. with landlord building automation system. Mechanical contractor must contract with landlord's control contractor for all temperature WASHINGTON controls work unless a certified controls contractor is used. 1534.03 TRAPS & INDIRECT WASTES Controls shall be programmed with sequences (Start-up, VAV Operation - Occupied, VAV Operation - Unoccupied, Smoke Evacuation) SQUARE "P" traps as required shall be provided in the drain connection from each fixture and piece of equipment requiring connection to the drainage in accordance with the latest Landlord's Design Standards. Refer to Landlord's Criteria Manual for control requirements. system. Except where a grease interceptor or other type of trop is specified or indicated as being required. Traps shall conform to the SPACE #D05 requirements of the Plumbing Code. DIFFUSER, REGISTER&GRILLE SCHEDULE VAV TERMINAL UNIT SCHEDULE 9585 S W COOLING AIRFLOW FAN ELECTRIC REHEAT COIL WASHINGTON SQ RD UNIT LOCATION MANUFACTURER MODEL SERVICE TYPE SIZE FINISH NOTES UNIT MANUFACTURER MODEL INLET MAXIMUM MINIMUM ESP TEMP NOTES PORTLAND, 0 R (CFM) (CFM) HP VOLTS CFM IN CFM KW VOLTS RISE 97223 A CEILING TITUS TBDI-30 SUPPLY PLENUM SLOT 10"DIA,4'LONG,(2)3/4"SLOT WHITE 1,4 VAV-1 PRICE FDC-3010 1000 850 425 1/2 120 1000 0.25 425 5 208 37 ALL 3 M B CEILING TITUS 50F RETURN EGG CRATE SEE PLAN WHITE 2 C CEILING TITUS TMS SUPPLY DIFFUSER 2424 WHITE 3 NOTES 01. COORDINATE CONTROLS WITH LANDLORD BUILDING AUTOMATION SYSTEM. SHEET TITLE: MECHANICAL NOTES: 2. SCR PROPORTIONAL CONTROLLER FOR ELECTRIC REHEAT COIL. MECHANICAL SCHEDULES 071 N3. ECM MOTOR. AND SPECIFICATIONS � 1.PLENUM SLOT DIFFUSER,INSULATED.CENTER T-BAR.PROVIDE PIASTER FRAME FOR SOLID CEILING LOCATIONS. 4. FILTER RACK ASSEMBLY AND FILTER. ao 2.CEILING RETURN GRILLE,EGGCRATE,1/2"x1/2"x1" 3.2424 CEILING DIFFUSER. c ° 4.CABLE DAMPER CONTROLLER AND ACCESSORIES,SEE DETAIL 4/M1.2. REVISIONS: i O a NO: DATE: BY: as ° PLUMBING FIXTURE SCHEDULE o LOCAL CONNECTIONS .r c UNIT FIXTURE WASTE VENT CW HW NOTES 3 (IN) (IN) (IN) (IN) Ln o S-1 BARBER DEMO SINK 1114 11/2 1/2 112 1 REFERENCE ONLY NOT APPROVED WITH THIS PERMIT LO C) PROJECT NO: 3292.0051 N MECHANICAL NOTES: M DRAWN BY: MTC 1. SINK,FAUCET,AND ACCESSORIES FURNISHED BY OWNER. U Al O a M 3 Y COPYRIGHT BRUCE M. CARLSON. AIA 2012 N "t SECTION 16 0500 - COMMON WORK RESULTS FOR ELECTRICAL SECTION 16 0553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS SECTION 16 5100 - LIGHTING 1.1 COMMON REQUIREMENTS FOR ELECTRICAL INSTALLATION 1.1 SUMMARY GENERAL NOTES 1,1 SUMMARY A Comply with NECA 1. A. Section Includes: BRUCE M N 1. Identification for raceways. A. Section Includes: M. o B. Measure indicated mounting heights #o bottom of unit for suspended items and to center of unit for Y • 1. Interior lighting fixtures, lamps, and ballasts. 1,REFER TO ARCHITECTURAL ELEVATIONS AND REFLECTED CEILING PLAN FOR EXACT LOCATION OF LIGHTING FIXTURES AND DEVICES. - CARLSON N woll-mounting items. 2. Identification of power and control cables. 2. Emergency lighting units. architecture • tannin interiordesign n - � C. Headroom Maintenance: If mounting heights or other location criteria are not indicated, arrange and 3. Identification for conductors. 2.LETTER THUS: A'- INDICATES TYPE OF LIGHTING FIXTURES. REFER TO LIGHTING FIXTURE TYPES AS NOTED ON THE LIGHTING FIXTURE planning ' 9 3. Exit signs. install components and equipment to provide maximum possible headroom consistent with these 4. Equipment identification labels. SCHEDULE. - o requirements. 5. Miscellaneous identification products. 4. Lighting fixture supports, BRUCE M. CARLSON, ARCHITECT 3.VERIFY LOCATION OF ALL FLOOR OUTLETS WITH ARCHITECT PRIOR TO ROUGH-tN, EXISTING CONCRETE FLOOR MBE CUT AND TRENCHED D. Equipment: Install to facilitate service, maintenance, and repair or replacement of components of bath 1,4 MANUFACTURERS 219 N. 2ND ST., SUITE 301 I electrical equipment and other nearby instoilotions. Connect in such a way as to facilitate future AS REQUIRED. Y Y 1.2 EQUIPMENT IDENTIFICATION LABELS A. Products: Subject to compliance with requirements. MINNEAPOLIS, M N 55 401 disconnecting with minimum pips interference with other items r the vicinity. A. Self-Adhesive, Engraved, Laminated Acrylic or Melamine Lobel: Adhesive backed, with white letters on a 4.DATA TELEPHONE AND TELEVISION CONDUIT SHALL BE MINIMUM 3/4 INCH UNLESS OTHERWISE NOTED ON DRAWINGS. PHONE: (612) 338-6677 E. Right of Way: Give to piping systems installed at a required slope. dark-gray background. Minimum letter height shalt be 3/8 inch, FAX: (612) 338-2995 _4) F. Contractor shall provide rough-in for and connect to the following equipment furnished by others. SECTION 16 6100 - FiRE-ALARM SYSTEM 5.DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRiOR TO COMMENCEMENT OF WORK. E-MAIL: info0cmareh.eom Equipment will be rovided b other contractors or owner. Secure rough-in information, connection 1.3 IDENTIFICATION SCHEDULE , v P P Y1.1 SUMMARY 6.FINAL CONNECTIONS TO EQUIPMENT SHALL BE PER MANUFACTURERS APPROVED WIRING DIAGRAMS, DETAILS, AND INSTRUCTIONS. IT CONTACT: PHILIP FOSTER E requirements, and templates from equipment supplier. Verify all equipment voltage and power A. Power-Circuit Conductor Identification, 600 V or Less: For conductors in vaults, pull and junction boxes, A. Provide fire alarm devices in space as required by AHJ. Connect to building Fire Alorm Control Panel SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY requirements: manholes, and handholes, use color-coding conductor tape to identify the phase. pfoster®cmarch.Com 1. Plumbing and HVAC equipment, 1. Color-Coding for Phase Identification, 600 V or Less: Use colors listed below for ungrounded as required. SUPPLIED. conductors. 1.2 SYSTEM SMOKE DETECTORS 2. Electric motors. TALL EMPTY RACEWAY SYSTEMS SHALL HAVE A PULLWIRE OR EQUAL AND SHALL BE IDENTIFIED AT ALL JUNCTION PULL AND a, Color shall be factory applied or field applied for sizes larger than No, 8 AWG, if authorities A. General Requirements for System Smoke Detectors: CONSULTANTS: 1.2 FIRESTOPPING 1. Comply with UL 268; operating at 24-V dc, nominal, TERMINATION POINTS, USING PERMANENT METALLIC TAGS. TAG SHALL INDICATE INTENDED USE OF CONDUIT, ORIGINATION AND having jurisdiction permit. P y g A. Apply firestopping to penetrations of fire-rated floor and wall assemblies for electrical installations to b. Colors for 208/120-V Circuits: 2. Detectors shalt be two-wire type. TERMINATION POINTS OF EACH INDIVIDUAL CONDUIT, EMANUELSON-PODAS restore original fire-resistance rating of assembly. Firestopping materials and installation requirements 3. Base Mounting: Detector and associated electronic components shall be mounted in a twist-lock &IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH A STANDARD OF QUALITY. THE ENGINEER RESERVES THE MECHANICAL ELECTRICAL are specified in Division 07 Section 'Penetration Firestopping' 1) Phase A. Black, module that connects to a fixed base. Provide terminals in the fixed base for connection to RIGHT TO APPROVE METHODS AND MATERIALS NOT REFLECTED HEREIN. 10401 BREN RD. EAST 2} Phase B: Red. building wiring. ETONKA, MN 55343 1.3 EXISTING MATERIALS 3) Phase C: Blue. 4. Self-Restoring: Detectors do not require resetting or readjustment after actuation to restore 9.CONTRACTOR SHALL REVIEW ARCHITECTURAL, STRUCTURAL, AND MECHANICAL DRAWINGS AND SHALL PROVIDE LIGHTS, SWITCHES, MlNNMINK 930-0050 A. Where existing materials or equipment are noted to be reused. Contractor shall assume in his bid that 8. Equipment identification Labels: On each unit of equipment, install unique designation label that is them to normal operation, RECEPTACLES, TELEPHONE OUTLETS, EQUIPMENT CONNECTIONS, ETC., AND ASSOCIATED CIRCUITING IN NEW AND REMODELED AREAS, EVEN SCOTT VANDER HEIDEN the material or equipment is in good working condition and can be reused without any repairs. If certain consistent with wiring diagrams, schedules, and the Operation and Maintenance Manual. Apply lobels to 5. Integral Visual-Indicating Light: LED type indicating detector has operated. IF SUCH AREAS ARE NOT SHOWN ON ELECTRICAL DRAWINGS. LAYOUTS, FIXTURE TYPES. QUANTITIES. AND SPACING SHALL BE IN items are found to be in need of repair or in unusable condition. Contractor shall notify Engineer for disconnect switches and protection equipment, central or master units, control panels, control stations, B. Duct Smoke Detectors: Photoelectric type complying with UL 268A. ACCORDANCE WITH SiMILAR AREAS ON THIS PROJECT, CONTRACTOR SHALL INCLUDE COSTS FOR THE ABOVE IN HIS BID. decision, however. Contractor shall be responsible for any damage caused by him to equipment in terminal cabinets, and racks of each system. Systems include power, lighting, control, communication. 1, Detector address shall be accessible from fire-olorm control unit and shall be able to identify removal or handling, signal, monitoring, and alarm systems unless equipment is provided with its own identification, 10, WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE OWNER. B. Fixtures and other equipment removed and to be reused shall be cleaned before reinstallation. New the detectors location within the system and its sensitivity setting. imps shall be provided for all reused fixtures. 2. Relay Fan Shutdown: Rated to interrupt fan motor-control circuit. 11. WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL, STATE OF OREGON, AND NATIONAL CODES • SECTION 16 2416 - PANELBOARDS 1,3 NOTIFICATION APPLIANCES AND ORDINANCES. 1.4 SEISMIC REQUIREMENTS 1.1 SUMMARY12. PROVIDE PERMITS AND INSPECTIONS REQUIRED. C. Provide bracing and supports to meet code required seismic ratings. A General Requirements for Notification Appliances: Connected to notification appliance signal circuits, A Section includes Lighting and appliance branch-circuit panelboords. zoned as indicated, equipped for mounting as indicated and with screw terminals for system 1.2 QUALITY ASSURANCE connections. 13. GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP WHICH MAY OCCUR UNDER NORMAL USAGE FOR A - A Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA M. by a 1. Combination Devices: Factory-integroted audible and visible devices in a single-mounting PERIOD OF ONE YEAR AFTER OWNER'S ACCEPTANCE. DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT COST TO THE OWNER. - SECTION 16 0519 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES qualified testing agency. and marked for intended location and application, assembly, equipped for mounting as indicated and with screw terminals for system connections. 14. VERIFY THAT EXACT LOCATION OF EQUIPMENT TO BE FURNISHED BY OTHERS PRIOR TO ROUGH-IN. 1,3 GENERAL REQUIREMENTS FOR PANELBOARDS B. Hams: Electric polarized type, 24-V dc; with provision for housing the operating 15. SYSTEMS SHALL 8E TESTED FOR PROPER OPEI2ATIQN, IF TESTS SHOW THAT WORK IS DEFECTM:, CONTRACTOR SHALL MAKE 1.1 SUMMARY 9-P YP P 9 - A. This Section includes the following: A Enclosures: Flush- and surfoce-mounted cabinets. mechanism behind a grille. Comply with UL 464. Homs shair produce a sound-pressure level of 1. Building wires and cables rated 600 V and less. 1. Rated for environmental conditions at installed location. 90 dBA, measured 10 feet from the horn, using the coded signal prescribed in UL 464 test CORRECTIONS NECESSARY AT NO COST TO OWNER,2. Connectors, splices, and terminations rated 600 V and less. a. Indoor Dry and Clean Locations: NEMA 250, Type 1. protocol, 16. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT WHICH IS DAMAGED DUE TO INCORRECT FIELD WIRING OR FACTORY C. Visible Notification Appliances: Xenon strobe lights comply with UL 1971, with clear or nominal white SEAL: b. Outdoor Locations: NEMA 250 Type 3R. " 1.2 QUALITY ASSURANCE poly-carbonate lens mounted on on aluminum faceplate. The word WIRING IN EQUIPMENT PROVIDED BY THIS CONTRACTOR.FIRE �s engraved to minimum A Electrical Components. Devices, and Accessories: Listed and labeled as defined in NFPA 70. Article 100, 2, Front: Secured to box with concealed trim clamps. For surfoce-mounted fronts, match box 1-inch- high letters on the lens. 17. SYSTEMS SHALL BE COMPLETE, OPERABLE, AND READY FOR CONTINUOUS OPERATION, LIGHTS, SWITCHES. RECEPTACLES. MOTORS, ETC. Output:Outht overlap box, 1. Rated Li by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. dimensions; for flush-mounted fronts. 9 P SHALL BE CONNECTED AND OPERABLE, 3. Directory Card: inside ponelboard door, mounted in transparent card holder. B. Comply with NFPA 70, o.Mounting: lm ntd. selectable to the field. d. 18. ALL WIRING SHALL BE INSTALLED IN LISTED METALLIC RACEWAYS. RACEWAYS IN SLAB-ON-GRADE OR BELOW GRADE SHALL BE B. Phase, Neutral. and Ground Buses: Tin-plated aluminum. 2. Maunttn Wall mounted unless otherwise indicated. 1.3 CONDUCTORS AND CABLES C. Poneiboard Short-Circuit Current Rating: Fully rated to interrupt symmetrical short-circuit current g' SCHEDULE 40 PVC. TRANSITIONS FROM BELOW TO ABOVE GRADE SHALL BE WITH RIGID STEEL ELBOWS WITH PVC JACKET OR PROVIDED ° 3. For units with guards to prevent physical damage, fight output ratings shalt be determined with A Copper Conductors: Comply with NEMA WC 70, available at terminals. EQUAL PROTECTION. EMT FITTINGS SHALL BE MALLEABLE IRON OR STEEL. CONNECTORS SHALL BE INSULATED THROAT TYPE. P B. Conductor Insulation: Comply with NEMA WC 70 for Types THHN-THWN. 1.4 LIGHTING AND APPLIANCE BRANCH-CIRCUIT PANELBOARDS guards in place. C. Multi-conductor Cable: Comply with NEMA WC 70 for metal-clad cable Type M with round wire 4. Flashing shalt be in a temporal pattern, synchronized with other units. 19, FINAL CONNECTIONS TO MOTORS, TRANSFORMERS. AND OTHER VIBRATING EQUIPMENT SHALL BE WITH LIQUID-TIGHT FLEX METAL { # �.: PY yp C w g A 1. Eaton Ell: Subject to compliance with requirements. provide products by one of the following: 5. Strobe Leads: Factory connected to screw terminals. CONDUIT AND FITTINGS. DO NOT SECURE CONDUITS. DISCONNECTS. OR DEVICES TO DUCTWORK OR MECHANICAL EQUIPMENT, s , 1.4 CONDUCTOR MATERIAL APPLICATIONS 1. Eaton Electrical Inc.; Cutler-Hammer Business Unit. 6. Mounting Faceplate: Factory finished. red. 20.ALL ELECTRICAL SYSTEMS COMPONENTS SHALL BE LISTED OR LABELED BY UL OR OTHER RECOGNIZED TESTING FACILITY, A Feeders: Solid Copper for No. 12 AWG and smaller; stranded copper for No. 10 AWG and larger, 2• General Electric Company; GE Consumer & Industrial - Electrical Distribution. B. Branch Circuits: Copper. Solid copper for No. 12 AWG and smaller; stranded copper for No. 10 AWG 9Y 1.4 ADDRESSABLE INTERFACE DEVICE 3. Siemens Ener & Automation, Inc. 21.ELECTRICAL CONTRACTOR SHALL PROPERLY BALANCE ALL BRANCH CIRCUITS BETWEEN ALL PHASES OF THE SYSTEM, REGARDLESS OF and larger, 4, Square D; a brand of Schneider Electric, A Description; Microelectronic monitor module, NRTL listed for use in providing a system address for CIRCUITING INDICATED. alarm-initiating devices for wired applications with normally open contacts. 1.5 CONDUCTOR INSULATION AND MULTI-CONDUCTOR CABLE APPLICATIONS AND WIRING METHODS B. Ponelboords: NEMA P8 1. lighting and appliance branch-circuit type. B. Integral Relay: Capable of providing a direct signal to circuit-breoker shunt trip for power shutdown, 22.ELECTRICAL CONTRACTOR SHALL OBTAIN A COPY OF LANDLORD'S DESIGN CRITERIA, THIS GUIDE SUPERSEDES DRAWINGS AND 0MQO A Feeders Concealed in Concrete, below Stabs-on-Grade, and Under round: T e THHN-THWN, sin le C. Moins: Circuit breaker, v 9 YP 9 SPECIFICATION (i.e. , .). '� G� conductors in raceway. D. Branch Over-current Protective Devices: Bolt-on circuit breakers, replaceable without disturbing adjacent MANUFACTURERETC �. 11100 units. Where multi-wire branch circuits are utilized provide multi-pole circuit breakers or manufacturer 23.ALL RECEPTACLE OUTLETS TO BE BLACK AND COVER PLATES TO BE POLISHED NICKEL UNLESS NOTED OTHERWISE. B. Exposed Branch Circuits, including in Crowlspaces: type THHN-THWN. single conductors in raceway. C. Branch Circuits Concealed in Ceilings, Wolls, and Partitions: Type THHN-THWN, single conductors in provided handle ties. 24.MULTI-PHASE LOADS SHALE. BE PROTECTED BY MULTI-POLE CIRCUIT BREAKERS HAVING COMMON TRIP AND SINGLE HANDLE. HANDLE raceway or Metal-Clad cable, Type MC. 9 • keyed E. Doors: Concealed hinges; secured with flush latch with tumbler lock; ed alike. TIES AND TROUGH CLIPS OR PINS ARE UNACCEPTABLE, D. Branch Circuits Concealed in Concrete, below Slabs-on-Grade. and Underground: Type THHN-THWN, 1.5 DISCONNECTING AND OVER-CURRENT PROTECTIVE DEVICES ME-12/31/13 single conductors in raceway. A Manufacturers: Subject to compliance with requirements. provide products by one of the following: 25.MULTi-WIRE BRANCH CIRCUITS SHALL REQUIRE A MULTI-POLE BREAKER AS A MEANS TO SIMULTANEOUSLY DISCONNECT ALL 1.6 INSTALLATION OF CONDUCTORS AND CABLES 1, Eaton Electrical Inc.; Cutler-Hammer Business Unit. UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES PER NEC 210.4(6), ; GE Consumer & Industrial - Electrical piskribution an General Electric Company; . A. Conceal cables in finished walls, ceilings, and floors, unless otherwise indicated. 2. 26.ALL CONDUCTORS SHALL BE COPPER, TYPE 75 DEGREES C. MINIMUM SIZE /12. B. Instal exposed cables parallel and perpendicular to surfaces of exposed structural members, and follow 3• Siemens Energy & Automation, Inc. ELECTRICAL SYMBOLS SCHEDULE MATTHEW W. FULTS surface contours where possible. 4. Square D; a brand of Schneider Electric, B. Molded-Case Circuit Breaker (MCCB): Comply with UL 489, with interrupting capacity to meet available ® FLUORESCENT FIXTINtE RECESSED MOUNTED CEILING ® FIRE ALARM CONTROL PANEL REMODELING SIGNATURE 10-15-2012 fault currents. 1.CIRCUIT NUMBERS SHOWN ON THESE DRAWINGS SHALL NOT NECESSARILY CORRESPOND TO ACTUAL CIRCUIT BREAKER NUMBERS. DATE ISSUED SECTION 16 0526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 1, Thermal-Magnetic Circuit Breakers: Inverse time-current element for low-level overloads, and Qp FLUORESCENT FIXTURE SURFACE MUM CELING FIRE ALARM STROBE CONTRACTOR SHALL CONNECT TO EXISTING CIRCUIT BREAKERS ABANDONED BY DEMOLITION/REMODELING. 1.1 SUMMARY instantaneous magnetic trip element for short circuits. Adjustable magnetic trip setting for 77468 A. This Section includes methods and materials for grounding systems and equipment. circuit-breaker frome sizes 250 A and larger. a STRIP TYPE LIGHT FIXTURE CEILING � FIRE ALARM HORN/STROBE 9d' 2.WHERE AN ELECTRICAL. SYSTEM IN THE SPACE IS CALLED OUT TO BE CONNECTED WITH AN EXISTING SYSTEM THE CONTRACTOR SHALL REG. NO. 1.2 QUALITY ASSURANCE 2, GFCI Circuit Breakers: Single- and two-pole configurations with Class A ground-fault protection BE RESPONSIBLE FOR THE COORDINATION OF THE POINT OF CONNECTION AS WELL AS THE MEANS OF CONNECTION WITH THE EXISTING A. Electrical Components. Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, (6-mp trip), F-O-t CEILING MOUNTED STRIP TYPE LIGHT FIXTURE CEILING Y FIRE &ARM SPEAKER/STROBE 9d SYSTEM. CONTRACTOR SHALL PROVIDE ALL NEW HARDWARE COMPONENTS REQUIRED TO INTEGRATE THE NEW DEVICES/COMPONENTS INTO by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. 3. Ground-Foult Equipment Protection (GFEP) Circuit Breakers. Class 8 ground-foult protection (30-mA THE EXISTING HEADEND OR SYSTEM CONTROL PANEL. CONTRACTOR SHALL PROVIDE ALL SYSTEM SOFTWARE UPGRADES REQUIRED TO B. Comply with UL 467 for grounding and banding materials and equipment. trip). F--j�-i WALL MOUNTED STRIP TYPE UGIT FIXTURE (� FIRE ALARM Fri CEILING INCORPORATE NEW COMPONENTS INTO EXISTING SYSTEM. 1.3 APPLICATIONS 1.6 INSTALLATION O ROUND DOWN LIGHT iYPE LIGHT FIXTURE COLING m FIRE ALARM CEILING SiRflBE CEILING 3.WHEREVER THE INSTALLATION OF ELECTRICAL EQUIPMENT CONFLICTS WITH EXISTING CONDITIONS NOT MENTIONED IN THE PLANS OR THE A. Install filler plates in unused spaces. THET A. Conductors: Install solid copper conductor for No. 12 AWG and smaller, and stranded copper conductors B. Flush ponelboords: Stub four 1-inch empty conduits from ponelboord into accessible ceiling spoce or SPECIFICATIONS, THE CONTRACTOR SHALL DETERMINE A SATISFACTORY ALTERNATIVE MEANS OF INSTALLATION AND OBTAIN APPROVAL AR V/for No. 10 AWG and larger, unless otherwise indicated. .0 WALL MOUNT SCONCE $ FIRE ALARM CLING HORN/STROBE CEINIG spore designated to be ceiling space in the future. Stub four 1-inch empty conduits into raised floor FROM THE ENGINEER BEFORE ACTUAL EQUIPMENT INSTALLATION. SHAVING ® 1.4 EQUIPMENT GROUNDING space or below slab not on grade. �._S TRACK LOTTING WITH HEADS SPACED AS INDICATED ®-- FTRE/SMOKE DAMPER 4.CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY EXISTING EQUIPMENT OR CIRCUITS THAT ARE REMAINING TO BE RECONNECTED A Install insulated equipment grounding conductors with the following items, in addition to those required by C. Comply with NECA 1, y N r w r o R K NFPA 70: 1,7 IDENTIFICATION EXiT LIGHT FACE/DIRECTION ARROWS AS INDICATED (� FIRE ALARM AQDRESSABLE MODULE TO NEW OR EXISTING SWLTCH80ARDS/PANELBOARDS. PROVIDE SWITCHES, RECEPTACLES, CONDUIT, WIRE, ETC. AS REQUIRED TO RESTORE 1. Feeders and branch circuits. A. Creole a directory to indicate installed circuit loods and incorporating Owner's final room designations. CONTINUITY OF CIRCUIT{S}. 2. Lighting circuits. Obtain approval before installing. Use a computer or typewriter to create directory; handwritten H EXIT LiGHT FACE/DIRECTION ARROWS AS INDICATED Q FIRE ALARM PULL STATION 47' 3. Receptacle circuits. directories are not acceptable. LIGHTING 4. Single-phase motor and appliance branch circuits. B. Ponelboord Nameplates: Lobel each ponelboord with a nameplate complying with requirements for LK�iT FUCTt1RE oN EMERGENCY CINCUft FIRE ALARM SMOKE DETECTOR - PHOTOELECTRIC CEILING WASHING T O N identification specified in Division 26 Section "identification for Electrical Systems." 1.RECESSED LIGHT FIXTURES INSTALLED IN GYP BOARD OR PLASTER CEILINGS SHALL HAVE PLASTER FRAMES INSTALLED PRIOR TO CEILING EMERGENCY BUGEYE LIGHT FIXTURE CEILING FIRE HARM DUCT DECTECTOR MATERIAL. SQUARE SECTION 16 0529 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS SECTION 16 2726 - WIRING DEVICES2.VERIFY TYPE OF CEILING CONSTRUCTION FOR PROPER MOUNTING OF ALL RECESSED LIGHT FIXTURES. INSTALLATION OF LIGHT FIXTURES 1.1 SUMMARY EMERGENCY DOWNiM TYPE LIGHT FIXTURE E) METER A Section includes: 1,1 SUMMARY SHALL COMPLY WITH ALL INTERNATIONAL BUILDING CODE REQUIREMENTS. SPACE #D05 1. Hangers and supports for electrical equipment and systems. A $ SINGLE POLE SWITCH - LETTER INDICATES SWITCHING 46' PANEL SURFACE (BRANCH)This Section includes the following: �- 3.RECESSED LIGHTING FIXTURES INSTALLED INTO METAL SUSPENDED CEILING SYSTEMS FOR LAY-IN TILES AND PANELS SHALL BE 2. Construction requirements for concrete bases, 1. Receptacles, receptacles with integral GFCI, and associated device plates. 2 a 4 INSTALLED AND SUPPORTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE ASTM C635 AND C636. 2. Slop switches and wall-box dimmers. $ $ $ DOUBLE POLE. 3-WAY AND 4-WAY SWITCHES 4G' [ PANEL FLUSH (BRANCH) 1.2 PERFORMANCE REQUIREMENTS 4.FIXTURES INSTALLED IN 'LIGHT-DUTY CEILING SYSTEMS'SHALL HAVE SEPARATE SUPPORTING MEMBERS. FIXTURES INSTALLED IN 9585 S W A Design supports for multiple raceways capable of supporting combined weight of supported systems and 3. Woll-switch occupancy sensors. $P` PILOT LIGHT SWITCH 4� !Q TRANSFORMER 'INTERMEDIATE-DUTY AND HEAVY-DUTY CEILING SYSTEMS"SHALL. HAVE SEPARATE SUPPORTING MEMBERS WHEN THE WEIGHT OF THE WASHINGTON SQ RD 9 PP P Ys Pa PP 9 9 PP Ys its contents. 1.2 MANUFACTURERS x FIXTURES EXCEEDS THE DEFLECTION AND ROTATION REQUIREMENTS OF ASTM C636 2.7.2,3 & 4. B. Design equipment supports capable of supporting combined operating weight of supported equipment and A Manufacturers' Names: Shortened versions (shown in parentheses) of the following manufacturers names $ KEY OPERATED SWITCH 4� PUSHBUTTON - SINGLE PORTLAND, 0 R connected systems and components, ore used in other Part 2 articles: M 5.REFER TO REFLECTED CEILING PLAN FOR EXACT LOCATION AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES WITHIN THE ENTIRE _ �-x WALL BOX DIMMER SWITCH WITH TYPE AS INDICATED $ TOGGLE SWtiCH - Mort RATED TENANT SPACE. 97223 1.3 QUALITY ASSURANCE t, Cooper Wiring Devices; a division of Cooper Industries, Inc, (Cooper). A Comply with NFPA 70. 2. Hubbell Incorporated; Wiring Device-Kellems (Hubbell). TIME CLOCK Ali' MOTOR 6.ELECTRICAL CONTRACTOR SHALL MAKE FINAL ADJUSTMENTS OF ADJUSTABLE DOWNLIGHTS ALONG WITH "THE ART OF SHAVING' CM 3. Leviton Mfg. Company Inc, (Leviton), REPRESENTATIVE. =_ 3 4. Pass & Se mour Le rand; Wiring Devices & Accessories Pass & Seymour). Q CONTACTOR [}+ FUSED DISCONNECT SECTION 16 0533 - RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS y / 9 g ( 7.EMERGENCY FIXTURES AND EXIT LIGHTS SHALL BE FED VIA UNSWITCHED HOT CIRCUIT. 1.1 SUMMARY 5. Lutron Electronics. ® OCCUPANCY SENSOR CEILING MOUNTED CEILING V TELEPHONE tlf' w A This Section includes raceways. fittings, boxes. enclosures, and cabinets for electrical wiring. 1.3 STRAIGHT BLADE RECEPTACLES FIRE ALARM A Convenience Receptacles, 125 V, 20 A Comply with NEMA WD 1. NEMA WD 6 configuration 5-20R, and $os OCCUPANCY SENSOR WALL SWITCH BOX MOUNTED 41 TELEPHONE - WALL HUNG 0 1,2 QUALITY ASSURANCE UL 498• 1.FIRE ALARM SYSTEM. CONTRACTOR SHALL PROVIDE CONDUIT FOR DEVICES, COORDINATE WITH MALL VENDOR. SHEET TiTLE: 0 A. Electrical Components. Devices, and Accessories: Listed and labeled as defined in NFPA 70. Article 100, CONDUIT RUN EXPOSED 0 TELEPHONE - CABINET SIZE AS INDICATED by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. 1,4 GFCi RECEPTACLES ELECTRICAL TITLE N B. Comply with NFPA 70. A General Description: Straight blode, feed-through type. Comply with NEMA WD 1, NEMA WD 6, UL 498. �"" CONDUIT RUN IN OR BELOW FLOOR, OR UNDER GROUND (UG) •��• COMMUNICATIONS BOARD SIZE AS INDICATED COMMUNICATIONS and UL 943, Class A. and include indicator light that is lighted when device is tripped. SHEET � 1.3 METAL CONDUIT AND TUBING 1.BOXES FOR TELEPHONE. TV, DATA, WIRING DEVICES, ETC. SHALL BE MINIMUM TWO GANG WITH SINGLE GANG MUD RING. o A Rigid Steel Conduit: ANSI C80.1. B. Duplex GFCI Convenience Receptacles, 125 V, 20 A: �,� HOME RUN p DATA OUTLET 3 ANSI C80 EMT:: . . , 15 SNAP SWITCHES 2.SOUND SYSTEM, CONTRACTOR SHALL PROVIDE ALL CONDUIT, J-BOXES. AND WIRING FOR SOUND SYSTEM SPEAKERS TO AMPLIFIER ti ♦ COMBINATION PHONE/DATA OUTLET LOCATION. CONDUIT SHALL 8E A MINIMUM OF 3/4" UNLESS NOTED. OWNER TO FURNISH MUD-RINGS FOR SPEAKERS FOR CONTRACTOR C. Fittings for Conduit (includingoil Types and Flexible and Li uidti ht , EMT, and Cable: NEMA FB 1; listed A Comply with NEMA WD 1 and UL 20. DUPLEX RECEPTACLE g YP q g ) III' WP INDICATES WEATHERPROOF TO INSTALL COORDINATE WITH TENANT, for type and size raceway with which used, and for application and environment to which installed. B. Switches. 120/277 V. 20 A SS INDICATES STAINLESS STEEL FACEPLATE SPEAKER - WALL MOUNTED REVISIONS: CL 1. Conduit Fittings for Hazardous Classified Locations: Comply with UL 886. C. Dimmer switches: Use Lutron Novo TO dimmers, match dimmer switch with fixture bollost, a' 18' 3.SECURITY SYSTEM. CONTRACTOR SHALL PROVIDE ALL CONDUIT, AND J-BOXES (MINIMUM TWO-GANG) FOR A COMPLETE RACEWAY SYSTEM. 9 (Classified) P Y ow CP INDICATES CHILDPROOF RECEPTACLE 2. Fittings for EMT: Steel, set-screw. or compression type. 1.6 WALL PLATES G DW INDICATES DISHWASHER (� STREAKER - CEILING MOUNTED CONDUIT SHALL BE A MINIMUM OF 3/4'UNLESS NOTED. SECURITY SYSTEM CONTRACTOR SHALL INSTALL SECURITY PANELS, CAMERAS, NO: DATE: $Y: WITCHED) WIRE, SECURITY DEVICES. ETC. 1.4 NONMETALLIC CONDUIT AND TUBING A Single and combination types to match corresponding wiring devices. MICRO INDICATES MICROWAVE OVEN Q VOLUME CONTROL L_ A RNC: NEMA TC 2. Type EPC-40-PVC, unless otherwise indicated. 1, Plate-Securing Screws: Metal with head Color to match plate finish. cr B. LFNC: UL 1660, 2. Material for Finished Spaces: Smooth, high-impact thermoplastic. FOURPLEX RECEPTACLE BUZZER V) C. Fittings for RNC: NEMA TC 3; match to conduit or tubing type and material. 1,7 FINISHES o D. Fittings for LFNC: UL 5146. A. Color: Wiring device catalog numbers in Section Text do not designate device color. CEILING MOUNT DUPLEX RECEPTACLE 8 BELL ON E. Nonmetallic conduits is allowed below slob on grade only. 1. Wiring Devices and cover-plates: block w/ block wall plates, unless otherwise indicated or required :c 1.5 BOXES, ENCLOSURES. AND CABINETS by NFPA 70 or device listing. Architect reserves the right to request multiple device finishes. ��ACLE18' N OUTLET - WALL MOUNTED A. Sheet Metal Outlet and Device Boxes: NEMA OS 1, 1.8 INSTALLATION Q ABOVE COUNTER RECEPTACLE (2) CEILING JUNCTION BOX RECESSED CEILING p� f�T B. Cost-Metal Outlet and Device Boxes: NEMA FB 1, aluminum. Type FD, with gosketed cover. A Comply with NECA 1, including the mounting heights listed in that standard, unless otherwise noted. See REFERENCE ONLY In C. Nonmetallic Outlet and Device Boxes: NEMA OS 2. drawings. qp ABOVE COUNTER Gn RECEPTACLE F WALL RECESSED JUNCTION BOX NOT APPROVED WITH THIS PERMIT a 1.6 RACEWAY APPLICATION B. Conductors: SPECIAL PURPOSE RECEPTACLE WALL TYPE AS NOTED 18' O FLOOR BOX WiTH DEVICES INDICATED FLOOR A Comply with the following indoor applications, unless otherwise indicated: 1. The length of tree conductors of outlets far devices shall meet provisions of NEPA 70, Article 300, ithout pig#ails. Q 1. Exposed, Not Subject to Physical Damage: EMT. 2. Existing Conductors• PROJECT NO: 3292.0051 2. Exposed, Not Subject to Severe Physical Damage: EMT, 3. Exposed and Subject to Severe Physical Damage: Rigid steel conduit. a. Cut back and pigtail. or replace all damaged conductors. rn P 1 YS g ' '9 DRAWN BY: K8 M 4. Concealed in Ceilings and Interior Wolls and Partitions: EMI, b. Pigtailing existing conductors is permitted provided the outlet box is Norge enough. D. Receptacle Orientation: in 5. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic, Electric Solenoid, 1, Install ground pin of vertically mounted receptacles down, and an horizontally mounted receptacles to m or Motor-Driven Equipment): FMC, except use LFMC in damp or wet locations. the left. 6. Damp or Wet Locations: Rigid steel conduit. o • E. Receptacles Connections: 7, Boxes and Enclosures: NEMA 250. Type 1. except use NEMA 250. Type 4, nonmetallic in damp or 1. Provide pigtails in each receptacle box. Do not use feed through lugs on receptacles. E 1 wet locations. Y COPYRIGHT BRUCE M. CARLSON. AIA 2012 a _ 4 ri T ' ' BRUCE M. i, N .l i' 1.J CARLSON 1"C-38 architecture • planning • interior design `O A-1 A-28,30 12 o 7 4 A-3 (7EW- BRUCE M. CARLSON, ARCHITECT - — a I 219 N. 2ND ST., S ` i UITE 301 _4 MINNEAPOLIS MN 55401 — 30 . ', '.: M ,. : :� -�- ....= �.,_, �FX.c'��7?'R.'"�—T i i ; 's ' ONE: (612 338-6677 �, ---- ----------- t z ,a ,a t t 9 _ _ _ ----- - ) f A a B t t __. - - - - - - - A-11 '�e t � -- -__-- - -- - -- ---- -- -- G 4 FAX: 612 338-2995 _... _ .- aEi A-1 b A-13i i �F _ ll g-- - rt=-1 iia cFct , X1 3 F >Q2 t VIA TC1 - L---------VW-�------� t i a t _ ___----- �------------- � --__----- � � f - ----------- A E-MAIL: nfo@cmarch.com o ;:� -1 t } A �A-16 A=j,B i., --Q A 17 -- - -1 -10 I� ��--- --- - _ - �, -- J 11 A O.t t J i qJ 2 q I . . ' r a t t A VIA TC1 = q - vLA TC1 A A t a 2° '�!c Y . . : - A-6 CONTACT: PHILIP FOSTER A-13 - A-13 , A-12 � ;� pfoster0cmarch.com A 13 A 13 A pip I A p�� { a t 0 A 13 Ea Ea A-13 EDa EDa EDa -- - A ® -- ; i ----- _ - r E(5) -- A-20 -_=Jt ,Q CONSULTANTS: { A 8 A-9 ------ t EXIST -- -- _ -VIA/TC2 EXIST - -- - - /•� _ /� P L -A�.f A�13 A�17 — — _ 43 AB13- -- Ag17all A�13 O ! PNL AV - EMANUELSON-PODAS ------ - - - - - - - - - - I Oa NLO A13 :— — — — AB13 ; O° O NLO Oa A-26 _ : — — MECHANICAL / ELECTRICAL I - VIA TC2 = 10401 BREN RD. EAST I ' O P1 P1 Ob L A-18 --------- ------- 55343 A b = -t3 - -� jam- A 15 i I I t4 MINNE70NKA, MN A-1 — — - ° A-13 E{4) ! I 952-930-0054 ' _ 20 A t t , SCOTT O _ _ VANDER HE DEN C 3 4 ! A3 A- t i A-15 O c B B iVfA fTC2 1 3s" A-2 t 0 t i i I AX17 ' I A-13 i ° � � t � t �- 2 I ,\ HEI DEN ('� - _ _ - --- -- I I rt --- Oa AB13 Oa AB13 . ----b--_ _-___ ti A-213 - — — ( ' I q_ 6' 0 ---------1-------- i 2 t Ob , I b l - -- I I -- - - A-17 Y . i ® I A-17 MA — I A A A A-7 i A-13 A-13' A-13 VIA TC2 i Q� FIXTURE POWER A-2 - - - - i O ®a ►v via 116 I = I H{2 ° X2 SYMBOL HEIGHT AFF HORIZONTAL I ` - } 1 ; —� AC15 Qa ----- A-17) - 9,21,23 I Al 1 78" DH-1 ----- ,. I t _ ! -�---- ---�--- - `VIA TC 1 VIA TC 1 "_ ► 13 A-22 VAV A - ELECTRICAL RECEPTACLES DUPLEX & QUAD TO BE BLACK. A2 102 57 - VIA TC1 VIA TC1-I' { ) � � -����. SEAL: F — -- �— -- DUPLEX RECEPTACLE COVERS - JR-OIOCA-N-13. COLOR IS B1 84 25 - POLISHED NICKEL BY HOUSEOFANTIQUEHARDWIRE.COM. CIRCUIT NUMBERS SHOWN ARE FOR REFERENCE ONLY C1 84" 40" QUADPLEX RECEPTACLE COVERS - JR-fl10CA-N-14, COLOR IS LIGHTING PLAN AND ARE ONLY MEANT TO SHOW DESIGN INTENT. POLISHED NICKEL BY HOUSEOFANTIOUEHARDWIRE.COM. UTILIZE EXISTING CIRCUITS, SPARES, OR PROVIDE NEW D1 84 55 POWER AND SPECIAL SYSTEMS PLAN P BREAKERS As NEEDED. NOTE: � �#'�������, • DISTANCES MEASURED TO THE CENTER OF EXIT AND EMERGENCY LIGHT FIXTURE TYPES AND THE J-BOX ELECTRICAL CONTRACTOR TO CREATE AND SUBMIT FIRE ALARM DRAWINGS LOCATIONS ARE SUBJECT TO BUILDING DEPARTMENT HORIZONTAL DISTANCE IS MEASURED FROM TO BUILDING DEPARTMENT AS A DEFERRED SUBMITTAL. THE LEFT OF THE FIXTURE �" ' AND FIRE DEPARTMENT APPROVAL. SEE SHEET A3 FOR FIXTURE SYMBOLS AND DISTANCES OMON ISI, N' 10' T10N 12/3/� 36" MATTHEW W. FULTS SIGNATURE 10-15-_2012 J J DATE ISSUED 77468 KEYNOTES LIGHTING REG. "°. GENERAL NOTES 78" 1. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. PROVIDE «TYPED" PANEL DIRECTORY PER SPECIFICATIONS, DRAWINGS, AND LOADS BEING SERVED. ®m 2. ALL EXIT SIGNS AND NIGHT LIGHTS SHALL BE FED FROM BRANCH 2 ELECTRICAL CONTRACTOR TO PROVIDE JUNCTION BOX WITH THEA R T V CIRCUIT NO. 30 (U.N.O.) AND CIRCUIT BREAKER SHALL HAVE TOGGLE DISCONNECT SWITCH WITHIN 5 FEET OF SIGN IN 'LOCKED-ON' DEVICE. 51 E S H AV 1 N G CONCEALED SPACE. SIGN FURNISHED AND INSTALLED BY SIGN CONTRACTOR. FINAL CONNECTION OF SIGN BY ® w ■ w Y o R K 3. DISCONNECT SWITCHES SHALL BE TYPE "H�' (HEADY DUTY) BY G.E. ELECTRICAL CONTRACTOR. SEE ARCHITECTURAL PLANS FOR E OR LANDLORD APPROVED EQUAL SIGN LOCATION TO DETERMINE CONDUIT AND ROUTING. ALL 30« ©I KEYNOTES POWER OUTLETS, BOXES, CONDUIT, ETC. SHALL BE CONCEALED FROM t8« 4. ALL ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT, THE USE VIEW. COORDINATE EXACT LOCATION WITH TENANT PRIOR TO OF CABLE IS NOT PERMITTED. ROUGH-IN. DO NOT INSTALL UNTIL NEW STOREFRONT PERMIT y` Oi PROVIDE 'TYPED« PANEL DIRECTORY PER SPECIFICATIONS, t° COORDINATE INSTALLATION OF ALL RECEPTACLES WITH WASHINGTON 5. EXISTING CONDUIT TO BUILDING'S TELEPHONE ROOM TO REMAIN, ENANT'SIS VTIME CLOCK AND PROVIDE LOCED BY CITY. SIGN TO BE K OFF CONTROLLED BY ON SQUARE �,( DRAWINGS, AND LOADS BEING SERVED. FURNITURE PLAN PRIOR TO ROUGH-IN. EXTEND TO NEW TELEPHONE BACKBOARD. CIRCUIT BREAKER. D TO S I N fO GENERAL CONTRACTOR TO INSTALLS CONDUIT WITH 11 REFRIGERATION UNIT (REMOTE WATER CHILLER), 6. ELECTRICAL CONTRACTOR SHALL PROPERLY BALANCE ALL BRANCH 3 PULL STRING FROM TELEPHONE TERMINAL BOARD TO 1.7FLA, 155W, 120V. SPACE #D05 CONTRACTOR SHAL! COORDINATE LIGHTING WITH MECHANICAL. NO S CIRCUITS BETWEEN ALL PHASES OF THE SYSTEM, REGARDLESS OF CONTRACTOR TO PREVENT DUCTWORK & PIPING INTERFERENCE CASH-WRAP. OWNER'S LOW VOLTAGE VENDOR TO CIRCUITING INDICATED. WITHIN ENTIRE WORK AREA. INSTALL LOW VOLTAGE DATA CABLING FROM THE t 2 PROVIDE CONNECTION TO 208 VOLT SINGLE PHASE PHONE BOARD TO THE CASH WRAP, AND THEY MUST 8.3 KW WATER HEATER (EWH-2). VERIFY LOCATION 9585 S W TERMINATE THE LINES AT THE WRAP. ONE JACK FOR OF WATER HEATER WITH MECHANICAL CONTRACTOR. 7. ALL WIRING SHALL BE IN RIGID OR EMT CONDUIT, FLEXIBLE CONDUIT O REFER TO REFLECTED CEILING.PLAN FOR EXACT LOCATION PHONE AND TWO FOR DATA, FURNISHED AND WASHINGTON S Q R D MAY ONLY BE USED FOR FINAL CONNECTIONS FROM OUTLET BOXES AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES WITHIN INSTALLED BY OWNER VENDOR. t 3 VAV-1: 120V/1 PH t/2 HP. ELECTRICAL PORTLAND, O R TO LIGHT FIXTURES, MOTORS, APPLIANCES, ETC. MAX LENGTH 6 THE ENTIRE TENANT SPACE. CONTRACTOR TO MAKE CONNECTION TO DISCONNECT FEET, NO BX, ROMEX, ARMORED CABLE, ETC. ALLOWED. 3 PROVIDE DUPLEX RECEPTACLE FLUSH MOUNTED IN O SPEAKERS, WIRING AND ALL ASSOCIATED WITH SOUND O SHOW WINDOW CEILING, RECEPTACLE COLOR TO BE SWITCH AT UNIT. 97223 8. REMOVE ALL EXISTING ELECTRICAL EQUIPMENT, FIXTURES, SYSTEMS, SYSTEM IS FURNISHED AND INSTALLED BY VENDOR. GC TO PROVIDE AND WHITE AND COVER-PLATE COLOR TO BE WHITE. 14 PROVIDE SURFACE MOUNTED RECEPTACLE OUTLET. MOUNT CONDUIT AND WIRE, ETC. NOT BEING REUSED, DO NOT ABANDON. GENERAL CONTRACTOR TO INSTALL CONDUIT IF INSTALL THE JACKS REQUIRED PER LOCAL CODE. RECEPTACLE HORIZONTAL. COVER PLATE TO MATCH 9. ELECTRICAL CONTRACTOR SHALL OBTAIN A COPY OF LANDLORD'S JUNCTION BOX FOR DATA/TELEPHONE AND POWER, STOREFRONT FINISH. RUN FLEX CONDUIT IN WINDOW ^i DESIGN CRITERIA, THIS GUIDE SUPERSEDES DRAWINGS AND O6 NOT USED. -_ -_= COORDINATE WITH FURNITURE DRAWING. MULLION. REFER TO ARCHITECTURAL DRAWINGS SHEET A5 SPECIFICATION (i.e. MANUFACTURER, ETC.), i' i FOR EXACT LOCATION AND ROUTING OF FLEX CONDUIT. w 4 SOUND SYSTEM AMPLIFIER, COORDINATE EXACT LOCATION 10. REFER TO 'FIXTURE' DRAWINGS FOR EXACT LOCATION OF ----" '; :: PHONE AND MOUNTING HEIGHT WITH ART OF SHAVING 15 DH-1: 208V/3PH 5 KW ELECTRIC HEAT. SHEET TITLE: a t � _�-_—_- _ =� REPRESENTATIVE. VERIFY SHELF SIZE WITH OWNER. O ELECTRICAL CONTRACTOR TO MAKE CONNECTION TO ` ELECTRICAL DEVICES PRIOR TO ROUGH-IN, COORDINATE WITH MILL �7 WALL MOUNTED ULTRASONIC OCCUPANCY SENSOR, USE � � t -, - _� � C-4 WORK TRADES. WATT-STOPPER: JUW-100 OR EQUAL. t ` -'�-' - �J DISCONNECT SWITCH AT UNIT LIGHTING AND °' 6 2' X 4' X -« TELEPHONE BOARD WITH DEDICATED DOUBLE DUPLEX RECEPTACLE AND CIRCUIT WITH POWER PLAN N ---- --- f 11. FIRE ALARM DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH ALL LIGHT SWITCHES TO BE BLACK. SWITCH PLATES TO BE ; CASH DRAWER t L- o NFPA 72 AND ADA. - ROIOCA-N-T, ROIOCA-N-2T, R010CA-N-3T, ---------... SURGE PROTECTOR ISOLATED GROUND. VERIFY SYSTEM GROUNDING AND R01OCA-N-4T COLOR IS POLISHED NICKEL BY --�3 ATTACHED TO ALL OTHER REQUIREMENTS WITH LOCAL TELEPHONE d 12. ALL FIRE ALARM WIRING SHALL BE IN CONDUIT OR AS ALLOWED BY HOUSEOFANTIQUEHARDWARE.COM. i ij BACK PANEL COMPANY. EXTEND 1" CONDUIT WITH PULLWIRE a NEC. _ --___ FROM SERVICE ENTRANCE AT DEMISING WALL TO --- ; `---" '' REVISIONS: �g BARBER POLE, VERIFY EXACT LOCATION WITH APC RT __ TELEPHONE BOARD. FIELD VERIFY EXACT LOCATION. T---'---- ---___-c_ i a° 13. ELECTRICAL CONTRACTOR TO PROVIDE AUTHORITY HAVING ARCHITECTURAL DRAWINGS. USE SLIM LINE JUNCTION 1" CONDUIT TO -- -- _ _ N0: DATE: BY: 1 JURISDICTION WITH FIRE ALARM SYSTEM INSTALLATION PLANS, FOR BOX. ELECTRICAL CLOSET ; , PRINTER _ 3/4" CONDUIT WITH WIRING TO EACH DATA AND TELEPHONE } r-- r-- t OUTLET, COORDINATE TENANT WIRING REQUIREMENTS PRIOR APPROVAL, PRIOR TO INSTALLATION. a IC3C3t tC3C3 t3C3i TO ROUGH-IN. � 14. ALL RECEPTACLE OUTLETS TO BE BLACK AND COVER PLATES TO BE POLISHED NICKEL UNLESS NOTED OTHERWISE. JUNCTION BOXES SHALL BE RECESSED IN WALT. FOR POWER, c DATA & VOICE OUTLETS. ROUTE CABLES INTO CASH/WRAP 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL FIRE ALARM (FOR EXACT LOCATION, REFER TO 'FIXTURE FLOOR PLAN"). DEVICES WITH THE BUILDING'S EXISTING FIRE ALARM CONTROL QUAD RECEPTACLE BY EC INSTALL OUTLETS WITHIN THE CABINET AS SHOWN ON CASH cSYSTEM. WRAP FIXTURE DETAIL 4/E1.2. 16. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL SECURITY SYSTEM <D PROVIDE RECESSED DUPLEX RECEPTACLE OUTLET, FLUSH REFERENCE ONLY N DEVICES AND REQUIREMENTS WITH THE BUILDING'S EXISTING CASH WRAP�EL�EV�A �10 N 0 SECURITY SYSTEM. MOUNTED HORIZONTALLY. EXACT LOCATION AND HEIGHT TO No SCALE BE FIELD VERIFY AND PROVIDED BY FIXTURE VENDOR AND NOT APPROVED WITH THIS PERMIT LO 17. ALL EXISTING SWITCHES AND RECEPTACLES TO BE REPLACED WITH INSTALLED BY ELECTRICAL CONTRACTOR. FEED VIA TIME 0 NEW BLACK SWITCHES AND RECEPTACLES. CLOCK TO CONTROL TYPE F« LIGHT FIXTURES. PROJECT N0: 3292.0051 0 04 DRAWN BY: KO cn N M N V N aL.. El r Y COPYRIGHT BRUCE M. CARLSON, AIA 2012 p N BRUCE M. C� architecture ..P planning' CARLSON Lo�- LIGHT FIXTURE SCHEDULE BRUCE M. CARLSON, ARCHITECT FIXTURE DESCRIPTION LAMPS 219 N. 2ND ST., SUITE 301 C LANDLORD NOTES■ DESIGNATION TOTAL MOUNTING WATTAGE VOLTAGE QUANTITY TYPE MANUFACTURER MINNEAPOLIS, MN 55401 Q PHONE: (61 2) 338-6677 FAX: (61 ) 338-2995 aEi q RECESSED 2 HEAD MR16 METAL HALIDE ADJUSTABLE ACCENT LIGHT 20 WATT MR16 CERAMIC METAL HALIDE CON-TECH VERIFY ANY DEMOLITION WORK, AND ANY NEW WORK, REQUIRED BY THE CEILING 48 120 2 FLOOD 300,3000K,81CRI GE RAN2016MH-X2-P-120V E-MAIL: info®cmarch.com u LANDLORD THAT IS NOT SHOWN ON PLANS WITH LANDLORD'S DIRECTOR OR INTEGRAL ELECTRONIC BALLAST,WHITE TRIM RECESSED #CMH2OMR16/8301FL CONTACT: PHILIP FOSTER E PANEL SCHEDULE OPERATIONS, PRIOR TO BID, pfosfer0cmarch.com PANEL: EXIST A LOCATION: STOCK VOLTS: 208 Y/ 120 PH: 3 W: 4 VERIFY ANY WORK REQUIRED TO PROTECT LANDLORD AND TENANT FIRE ALARM/LIFE B 4"DIAMETER ELECTDOWNILRONIC BALL , CEILING LVR16-TE INTEGRAL ELECTRONIC BALLAST,SPECULAR CLEAR REFLECTOR RECESSED 35 120 1 35 WATT MRI6 LVR16•TE CONSULTANTS. SAFETY SYSTEM WIRING AND DEVICES, SPRINKLER PIPING, DUCTWORK, PLUMBING, NARROW FLOOD 25' CTR1602-P-CLR . AMPS MAIN BREAKER EXIST 125 AIC RATING: 22,000 MOUNT: SURFACE COMMUNICATION SYSTEM WIRING, ETC. DURING DEMOLITION AND NEW CONSTRUCTION FED FROM: EXIST LANDLORD DISTRUBITION CTR WITH LANDLORD'S CONTROLS ENGINEER AND THE TENANT'S ARCHITECT PRIOR TO BID/START OR WORK. 4'LINEAR FLUORESCENT CHANNEL, SURFACE 32 WATT TB LINEAR FLUORESCENT METALUX EMANUELSON-PODAS LOAD CKT P OR P OR P CKT LOAD C WITH WIRE GUARD 52 120 2 3000K,85 RI SBF-232-UNV-WGISSF-4FT MECHANICAL / ELECTRICAL CIRCUIT DESCRIPTION PHILIPS#F32T&T=IPLUS/ALTO CIRCUIT DESCRIPTION KVA eKR ;� H ; BKR KVA VERIFY CURRENT EDITION � THE NATIONAL ELECTRICAL CODE AND AMENDMENTS 10401 BREN RD. EAST RECEPT NOTE 1 0.36 20 1 1 A 2 1 20 0.54 RECEPTS ADOPTED BY THE MALI AND CITY PRIOR TO BID. MINNETONKA, MN 55343 - RECEPT 0.18 20 1 3 B 4 1 20 0.36 RECEPTS VERIFY FIRE ALARM SYSTEM REQUIREMENTS WITH THE FlI DEPT THE TENlNT'S 952-930-0050 REFRIGERATION UNIT NOTE 1 0.16 20 1 5 C 6 1 20 0.18 RECEPTS ARCHITECT AND LANDLORD PRIOR RE BID. REUSE OF EXISTING DEVICES, ETC. IS TRACK MOUNTED PAR20 METAL HALIDE ADJUSTABLE SURFACE MTD 39 WATT PAR 30 CERAMIC METAL CON-TECH SCOTT VANDER HEIDEN ETRACK HEAD,INTEGRAL ELECTRONIC BALLAST,WHITE FINISH, TRACK 44 120 1 HALIDE,3000K,81 CRI PHILIPS CTL80292039MH-P STOREFRONT SIGN NOTE 1/3 1.20 20 1 7 A 8 1 20 0.36 SHOW WINDOW SUBJECT TO APPROVAL BY THE FIRE DEPT. AND THE TENANT'S ARCHITECT. VERIFY TRACK LENGTH AS INDICATED ON DRAWING #CDM35/PAR30UM/FL/3K/ALTO LT-2-P,LT-4-P,LT-6-PAS REQUIRED STOREFRONT TRACK NOTE 1/3 0.40 9 B 10 1 20 0.36 CASHWRAP RECEPT IG ANY SERVICE/MAINTENANCE/NEW WORK REQUIRED PRIOR TO BD. BARBER POLE 0.20 20 1 11 C 12 1 20 0.72 CASHWRAP RECEPT LINEAR LED SALES LIGHTS NOTE 1 1.11 13 A 14 1 20 0.76 CASEWORK RECEPTS. NOTE 1/2 ALL FIRE ALARM SYSTEM/LIFE SYSTEM WIRING MUST BE INSTALLED IN METAL F UNDER _ 120 6 LED HERA LIGHTING CONDUIT, RECOMMEND PROVIDE RED CONDUIT, JUNCTION BOX, ETC. FIXTURE UNDER CABINET,FURNISHED AND INSTALLED BY FIXTURE CABINET STOCK LIGHTS NOTE 1 0,16 20 1 15 B 16 1 20 4.76 CASEWORK RECEPTS. NOTE t/2 MANUFACTURER = EXIT/NUEMERGENCY NOTE 1 0.17 20 1 17 C 18 1 20 0.36 SOUND SYSTEM ALL LIGHTING FIXTURES, EQUIPMENT, DEVICES, ETC, SHALL BE U.L LISTED. -- 1.67 - - 19 A 20 1 20 0.56 TTB,'TC NOTE I RECESSED ADJUSTABLE WALL WASH,LOW VOLTAGE 4"TRIM CEILING CON-TECH LIGHTING DH-1 NOTE 1 1.67 20 3 21 B 22 1 2D 1.18 VAV-1 NOTE t ALL WORK AND MATERIALS SHALL BE ACCORDANCE WITH THE LANDLORD'S H TYPE"H"FIXTURES FURNISHED AND INSTALLED BY GENERAL 35 120 1 35 WATT MR16 LVR16-TE -- 1.67 - - 23 C 24 1 20 SPARE MEOW41CAL/ELECTRICAL. DESIGN CRITERIA. ALL CONTRACTORS SHALL OBTAIN A COPY CONTRACTOR,INCLUDING THE ONES IN THE BARBER SPA FIXTURE. RECESSED NARROW FLOOD 25' CTR1614-P-GLR -- - - 25 A 26 1 20 1.20 ISTOREFRONTSIGN NOTE 1/3 FROM THE LANDLORD'S TENANT COORDINATOR OR MAIL OPERATIONS MANAGER AND 14 WATT SELF-BALLASTED COMPACT BARBICAN ARCHITECTURAL PENDANT MOUNTED SELF-BALLASTED COMPACT PENDANT MTD SPARE 15 3 27 B 28 2 40 4.15 E1h Hi-t NOTE 1 BECOME FAMILIAR WITH THE REQUIREMENTS CONTAINED WITH PRIOR TO BIDDING THE P170 120 5 FLUORESCENT,2700K,82CR1 PRODUCTS f JOB. WHERE LANDLORD'S REQUIREMENTS CONFLICT WITH CODES OR ORDINANCES, FLUORESCENT DECORATIVE CYLINDER 7'-6"B.O.FIXTURE PHILLIPS#EUA SWP 14W BAR-PL-M-AOS-14002 - - - 29 C 30 - - 4.15 - THE STRICTEST INTERPRETATION SHALL APPLY. LOAD SUMMARY: CONNECTED E.M.D.CALCULATEDCONNECTED PHASE LOADING BASEMENT/TENANT SPACE/GARAGE BELOW. CHANNELING, SAW CUTTING, ETC. OF X SINGLE FACE EXIT SIGN,LED NICAD BATTERY SURFACE MTD - 120 L.E.D. UTHONIA LRP LED 11201277 EL N SEAL: UGHTING 5.33 KVA 6.66 KVA(125%) PHASE A 7.86 KVA FLOOR SLAB IS NOT ALLOWED. VERIFY THE FOLLOWING LANDLORD REQUIREMENTS LARGEST MOTOR 1.18 KVA 1.47 KVA(125%) PHASE B: 9.21 KVA WITH LANDLORDS CONTROL BUILDING ENGINEER PRIOR TO 810, FLOOR SLAB REMAINING MOTORS 0.00 KVA 0.00 KVA(100%) PHASE C: 7A1 KVA CORING, CONDUIT ROUTING IN SPACE BELOW FLOOR SLAB PATCHING AND SEALING. UTHONIA RECEPTACLES 4.50 KVA 4.50 KVA(50% > 10KVA) MAY BE REQUIRED TO PERFORM RADAR/SONAR/X-RAY VERIFICATION SURVEY OF X1 SINGLE FACE EXIT SIGN, LED NICAD BATTERY SURFACE MTD - 120 - L.E.D./(2)6W,6V HALOGEN LHQM-S-W 3-R-HO-RO FLOOR SLAB - MUST PERFORM SURVEY IN AREA WITH POST-TENSIONED FLOOR KITCHEN EQUIPMENT 0.00 KVA 0.00 KVA(65%) OTHER&MISC 13.67 KVA 13.67 KVA(100%) UNIVERSAL MOUNTED RECESSED EMERGENCY LIGHT WITH EMERGENCYLITHONIA ELECTRIC HEATING 0.00 KVA 0.00 KVA(100%) F NOTES: VERIFY LANDLORD APPROVED METHOD FOR ATTACHING TO BUILDING STRUCTURE WITH X2 BATTERY PACK,TWO,12WATT TUNGSTEN LAMPS,MFGR: SURFACE MTD 54 120 2 27 W TUNGSTEN ELM627 ' �PR SPARE/SPACE 0.00 KVA 0.00 KVA(100%) 1.PROVIDE LOCK-ON DEVICE HANGING/SUPPORTING TRANSFORMERS, FIXTURES, CONDUIT AND ETC. WITH THE Z.VIA TIME SWITCH TCt TES's ARCHITECT AND LANDLORD PRIOR TO BID. ATTACHING TO ROOF DECK OR UPPER LEVEL FLOOR SLAB IS NOT ALLOWED. MAY BE REQUIRED TO SUBMIT7740 TOTALS 24.67 KVA 26.30 KVA 3.VIA TIME SWITCH TC2 DETIAL/PLAN TO LANDLORD STRUCTURAL ENGINEER FOR APPROVAL. AT THE TENANT'S 68 47 AMPS 7199 AMPS 1. ALL LIGHTING FIXTURES,EQUIPMENT,DEVICES,ETC.SHALL BE U.L LISTED. EXPENSE. 2. ALL LIGHT FIXTURES,EQUIPMENT,WIRING METHODS,ETC.WITHIN A CEILING RETURN AIR PLENUM SHALL BE"PLENUM RATED/APPROVED"AS PROVIDE ACCESS TO ANY LANDLORD AND TENANT EQUIPMENTS LOCATED ABOVE GYP REQUIRED BY BUILDING DEPARTMENT. VERIFY ANY/ALL REQUIREMENTS WITH THE BUILDING DEPARTMENT. BOARD CEILING AND ACCESS PANEL LOCATIONS WITH THE TENANT'S ARCHITECT. 3. EXIT AND EMERGENCY LIGHT FIXTURE TYPES AND LOCATIONS ARE SUBJECT TO BUILDING DEPARTMENT AND FIRE DEPARTMENT APPROVAL BUILDING ENGINEER AND LANDLORD PRIOR TO (ID/START OR WORK. 4. ALL GENERAL LIGHTING IS SUPPLIED BY THE GENERAL CONTRACTOR MGM 5. DECORATIVE FIXTURES"P1'ARE FURNISHED BY TENANT AND INSTALLED BY GENERAL CONTRACTOR �H. tfl�r�iQG ALL SAW CUTTING/CORING OF MALL FLOORING MUST BE COORDINATED WITH MALL 6. LED FIXTURE TYPE"F"ARE SUPPLIED BY FIXTURE MANUFACTURER. GENERAL CONTRACTOR TO COORDINATE ALL ELECTRICAL REQUIREMENT. ON-SITE REPRESENTATIVE PRIM TO START OF CONSTRUCTION. ��HEw X-RAYS OF PROPOSED FLOOR AREA MAY BE REQUIRED PER MALL MANAGEMENT BY • A LANDLORD APPROVED LICENSED X-RAY CONTRACTOR, VERIFY WITH MALL ON-SITE �TI �,.12/31/131 REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. MATTHEW W. FULTS SIGNATURE 10-15-2012 DATE ISSUED 77468 REG. NO. ROOF TENANT SPACE THE ARTO SHAVING® N i w 7 4 R K i EXISTING 120/208 3PH 4 WIRE LANDLORD DISTRIBUTION WASHINGTON f SQUARE EXISTING METER AND SOCKET TO REMAIN. REPORT ANY SPACE #D05 DIFFERENCE TO OWNER'S REPRESENTATIVE EXISTING TC 1 TIME CLOCK INTERMATIC #T7401 B PRIOR TO BIDDING. PANEL L 7-DAY NON-PROGRAMMABLE WITH M ' 120/208V 4 PST-NO SWITCH OR APPROVED EQUAL 9585 S W 30, 4W TENANT'S EC TO FURNISH NEW 100 AMP/3P DISCONNECT SWITCH To REMAIN WASHINGTON SQ RD INSTALL BY LANDLORD, COORDINATE ALL REQUIRMENTS WITH LANDLORD PORTLAND, 0 R - TENANT'S EC TO VERIFY THE LANDLORD'S DISTRIBUTION ' 97223 PANEL IS CAPABLE OF UPGRADING FROM THE EXISTING 60 AMP SERVICE TO A NEW 100 AMP SERVICE. VERIFY PRIOR TO BID AND NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES PREVENTING UPGRADE IN SERVICE AS SHOWN. MAIN LEVEL I 1/ w SHEET TITLE: N ELECTRICAL SCHEDULES \\\-I 1/4"C-4#3 AND DETAILS 0 1#8 GND - .o C: 0 REVISIONS: 0 °- NO: DATE: BY: a C i 0 C' SDIAGRAM &alaER REFERENCE ONLY tD NOT APPROVED WITH THIS PERMIT a r 0 PROJECT NO: 3292.0051 cD _ N °'C14 DRAWN BY: KO M /' N U .O El a • 3Y COPYRIGHT BRUCE M. CARLSON, AIA 2012