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BU P2018 - 00111 1111 d r eNi � A BRUCE M. OFFICE COPY , CARLSON p L. U C KY 13 R. , architecture • planning • interior design Aco CITY OF ZTGARD BRUCE M. CARLSON ARCHITECT PLLC 800 WASHINGTON AVE. N., SUITE 208 REVIE FOR CODE COMPLIANCE ' I MINNEAPOLIS, Approved: j MN 55401w1330 1 "y OTC; PHONE: (612) 547-1300 d cp FAX: (612) 547-1301 Ts N TONSQUARE MALL #.cu VITAS H [ G ,�' �' A- °" ' ' 1 0 Address: 9'1 ! x., �,,/�►,,,,,� t"�+� Sc� m�11 CONTACT: CORY BILLIG Suite#: cbillig©cmarch.com 9716 SW WASHINGTON SQ ROAD By: ) Date: 4.- A -/ \141111.._IVIACERICH/ Tenant Coordination T [ GARD 4R gAPPROVED ra' APPROVED AS NOTED 1 PROJECT DIRECTORY GENERAL NOTES PROJECT SCOPE OF WORK = . _l ;, .} I E L. APPROVAL PENDING RESUBMISSION 1. TENANT: LUCKY BRAND DUNGAREES STORES, LLC 1. BEFORE PROCEEDING WITH AND SUBMITTING BID PROPOSALS FOR THE WORK IN THE NEW WORK IS LIMITED TO TENANT IMPROVEMENTS TO AN EXG STRUCTURE CONSTRUCTED 540 S. SANTA FE AVENUE THESE SPECIFICATIONS AND DRAWINGS, EACH CONTRACTOR AND SUBCONTRACTOR FOR THE PURPOSE OF RETAIL SALES. WORK TO INCLUDE, BUT NOT LIMITED TO: APR 11 2018 Comments: LOS ANGELES, CA 90013 SHALL EXAMINE THE SITE AND FAMILIARIZE THEMSELVES WITH ALL EXG FINISI3ES: ELECTRICAL: 'T l�ii�)<ti PH: (213) 443-7500 CONDITIONS. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF A NEW FINISHES EXG PANELS & EQUIPMENT. NEW LIGHTING CITY FAX (213} 443-5730 D MISUNDERSTANDING AS TO THE AMOUNT OF WORK INVOLVED OR LACK OF AND POWER SYSTEMS. DV `ION KNOWLEDGE OF EXISTING CONDITIONS. IN CASE OF ANY INCONSISTENCIES OR FIXTURES: SR. CONSTRUCTION MANAGER STORE DESIGNER DISCREPANCIES BETWEEN DRAWINGS, THE MOST STRINGENT NOTE OR CONDITION NEW FIXTURING THROUGHOUT. MECHANICAL/PLUMBING: Charlene Sirokrnan MICHELE FLEMING ARIEL RAPHAEL ASKEN SHALL APPLY AND THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY NEW HVAC UNITS. NEW DISTRIBUTION. Sr. Manner, TC 3.13.13 mflemingCluckybrand.com aasken@luckybrand.com OF SUCH DISCREPANCIES. NOT REPORTING ANY SUCH UNSUITABLE CONDITION SIGNAGE: EXG PLUMBING SYSTEMS/FIXTURES. Manager, PH: (213) 532-7646 PH: (213) 532-7633 WILL CONSTITUTE ACCEPTANCE OF ALL CONDITIONS BY CONTRACTOR AND/OR NEW INTERIOR AND EXTERIOR SIGNAGE Reviewed by: Date: CELL: (213) 944-5737 SUBCONTRACTOR. REQUIRED. (UNDER SEPARATE COVER) FIRE SYSTEMS: 2. THE GC SHALL PERSONALLY SUPERVISE AND DIRECT ALL WORK. THE GC IS MODIFY SPRINKLER SYSTEM/ALARM FOR NEW IIIINIMIIMIIIIIIIII 2. DESIGN TEAM:- ARCHITECT MEP ENGINEER RESPONSIBLE FOR ALL CONSTRUCTION AND INSTALLATION METHODS, TECHNIQUES, LAYOUT AS REQUIRED. SEAL: GC TO VERIFY SQUARE FOOTAGE BRUCE M. CARLSON, ARCHITECT, PLLC EMANUELSON-PODAS, INC. SEQUENCES, PROCEDURES AND FOR COORDINATION OF ALL TRADES OF REQUIREDAT TIME OF POSSESSION. ANY 800 WASHINGTON0AIAVENUE NORTH EDINBUSH MN 55439 ROAD WORK. DISCREPANCIES SHOULD BE SUITE SYMBOLS REPORTED TO LUCKY BRAND MINNEAPOLIS, MN 55401-1330 WENDY WENBORG 3. ALL DEMOLITION/MATERIALS AND WORK TO BE PERFORMED IN ACCORDANCE WITH - CONSTRUCTION MANAGER BEFORE CORY BILLIG wwenborg©epinc.net ALL FEDERAL, STATE, COUNTY, AND LOCAL LAWS, REGULATIONS, RULINGS, CODES, E KEYED NOTE • WALL A WALL SECTION ,L� �^ STARTING CONSTRUCTION • abillig@cmarch.com PH: (952) 930-0050 ORDINANCES, REQUIREMENTS AND LANDLORD'S TENANT STORE DESIGN AND TYPE IF REFERENCEc.,,,(S. 4,), ` ��(_ PH: (612) 547-1300 CONSTRUCTION MANUAL. ? FINISH TAG FAX: (612) 547-1301 LIGHT FIXTURE 7.0. MASONRY ELEVATION ELEVATION , , PLAN 4. SHOULD ANY CONDITION ARISE WHERE THE INTENT OF THE DRAWINGS IS IN TAG $ ® 20'_0" AFF DATUM A REFERENCE C; KEY PLAN DOUBT, OR WHERE THERE APPEARS TO BE AN ERROR ON THE DRAWINGS OR A REFERENCE BRUCE M. CARLSON �% 3. LANDLORD: TENANT COORDINATOR DISCREPANCY BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE ARCHITECT < ? > FIXTURE TAG ' I MACERICH AND TENANT SHALL BE NOTIFIED AS SOON AS POSSIBLE. IF THE CONTRACTOR A DETAIL v € o JCPenney 11411 N. TATUM BLVD PROCEEDS WITH THE WORK SO AFFECTED WITHOUT INSTRUCTIONS FROM THE / ? / FURNITURE TAG REVISION © No. 3112 l {I LUCKY PHOENIX, AZ 85028 ARCHITECT AND TENANT, THE CONTRACTOR SHALL MAKE GOOD ANY RESULTING ENLARGEMENT 1��kX15 MINNESOTA i "��` . _. LSV ��� -= CHARLIE SIROKMAN, RA DAMAGE OR DEFECTS. THIS INCLUDES ERRORS IN THE SPECIFICATIONS AND '' DOOR TAG �f3 ' i .._ t_� / ��® charlene.sirokmanOmacerich.com NOTATION ERRORS ON THE DRAWINGS WHERE DOUBTFUL OF INTERPRETATION. / ,„:•Q,;%-,Q M$4. e3 ; PH: (602) 953-6377 113 D 5 FABRIAPPROCATION VAL OF ONLYP DIMENSIONS AND QUANTITIESDRAWINGS MEANS LMAY NOT BE CHECKED, AND OF THE GENERAL METHOD F INDEX OF DRAWINGS OF Du 1...,.„. ��� APPROVAL OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR FROM NO. DRAWING NAME REVISIONS SPORTING K -❑ r I COMPLIANCE WITH THE REQUIREMENT OF THE DRAWINGS AND SPECIFICATIONS Q, UNLESS SPECIFICALLY INDICATED IN THE APPROVAL. _ 0 GOODS ,BRUC-,M: • ' 'Se , ARCHITECT ) �� `ti- WRITTEN DIMENSIONS GOVERN. FIELD VERIFY ALL G1 TITLE SHEET AND PROJECT INFORMATION • ` 1- _ _ h..-,7 6. DO NOT SCALE DRAWINGS, G2 RESPONSIBILITY SCHEDULE • I r� --- .�� a DIMENSIONS AND SITE CONDITIONS. G3 DOOR SCHEDULES & DETAILS • i 4 ov .��.. a MR,a '' -a- 1 _ 7. ALL DIMENSIONS ARE TO THE FACE OF FINISHES OR FACE OF MASONRY, UNLESS - SfCNATURE 4.6.18 r 5 1 #` OTHERWISE NOTED. AO DEMOLITION AND TRENCHING PLAN • s 3 _S- _ DATE ISSUED r i - -, Al FLOOR PLAN, SCHEDULES, AND NOTES • o """ t _ �� , 8. DIMENSIONS NOTED AS "HOLD" ARE CRITICAL. IF LAYOUT IS OFF, CONTACT A1.1 PARTITION SCHEDULES AND DETAILS - •• 3112 op �� �� a1 BUILDING CODE INFORMATION LUCKY BRAND PROJECT MANAGER IMMEDIATELY PRIOR TO FRAMING. A2 FIXTURE PLAN AND NOTES • REG. NO. N I _ f I o Gr` I Qi s( ,I :1 sI 1 ,__CC/ L i "' alik A2. FIXTURE SCHEDULES • 1 , € �I �, _ n _... i REVIEWING AGENCIES• CITY OF TIGARD 9 DIMENSIONS NOTED AS CLEAR SHALL BE MAINTAINED AND SHALL ALLOW FOR ® • -o ' COMMUNITY DEVELOPMENT DEPT. THICKNESS OF ALL FINISHES. A3 REFLECTED CEILING PLAN, AND NOTES • a, MACY'S 13125 SW HALL TIGARD, OR 97223 DV 10. WHEREVER EXISTING CONDITIONS ARE TO BE CUT OR DISTURBED TO ALLOW A3.1 REFLECTED CEILING SCHEDULES AND DETAILS • LUCKY* BRAND �_ '� nil A3.2 REFLECTED CEILING DETAILS a � _ �. = --- liti 11 PH: (503) 718-2439 INSTALLATION OF NEW WORK, THIS CONSTRUCTION SHALL BE PATCHED TO MATCH THE ORIGINAL CONSTRUCTION METHOD AND FINISH. A4 FINISH PLAN AND NOTES • c = - I� A5 INTERIOR ELEVATIONS - SALES AREA • WASHINGTON SQUARE m -- "" � ' - ® 2. GOVERNING CODES: ALL WORK SHALL BE IN CONFORMANCE WITH, BUT NOT 11. ALL PENETRATIONS THROUGH FIRE RESISTIVE FLOORS, WALLS OR SHAFT WALLS A5.1 INTERIOR ELEVATIONS - SALES AREA • MALL o I slw 0 _ NORDSTROM1 LIMITED TO, THE REQUIREMENTS OF THE FOLLOWING, AND SHALL BE PROTECTED BY MATERIALS AND INSTALLATION METHODS THAT A5.2 INTERIOR ELEVATIONS - STOCKROOM • taTO U L. STANDARDS FOR FIRESTOP SYSTEMS. THE GC SHALL SUBMIT � _� � ILLP � 9� � -� �� w� w• � :. J ANY OTHER STATE OR LOCAL CODES HAVING JURISDICTION. CONFORM A5.3 ENLARGED PLAN, ELEVATIONS & DETAILS _ TOILET c i ���� BUILDING: 2014 OR STRUCTURAL SPECIALTY CODE SHOP DRAWING DETAILS WHICH SHOW COMPLETE CONFORMANCE TO THE U.L. A5.4 ENLARGED PLAN, ELEVATIONS & DETAILS FITTING • 9716 SW LISTING TO THE LUCKY BRAND PROJECT MANAGER. v o NORTH PLUMBING: 2017 OR PLUMBING SPECIALTY CODE A5.5 ELEVATIONS & DETAILS - ADA FITTING • r6 __ -- MECHANICAL: 2017 OR MECHANICAL SPECIALTY CODE 12. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE A5.6 ELEVATIONS & DETAILS - TYPICAL FITTING WASHINGTON SQ ROAD / �_ =- '1 �.� 4� -'-"" ELECTRICAL: 2014 OR ELECTRICAL SPECIALTY ELCODE CONDITIONED, USED, APPLIED, INSTALLED, CONNECTED, ERECTED, AND CLEANED A6 ENLARGED PLANS Sc ELEVATION AT STOREFRONT • TIGARD, OR 97223 >- �___ FIRE/LIFE SAFETY: 2017 LIFE SAFETY CODE W/ GA AMENDMENTS : `1 IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN SPECIFICATIONS OR A6.1 STOREFRONT SECTIONS AND DETAILS • " '� ACCESSIBILITY: 2009 ANSI A117 INSTRUCTIONS. • I - ---___ - ENERGY: 2014 OR ENERGY EFFICIENCY SPECIALTY CODE WI.ti Ir1C01IAfiir AI TITLE ClICCT SPACE #F03 13. CONTRACTOR'S CARTS, EQUIP. BOXES, ETC., MUST BE EQUIPPED WITH RUBBER MI I IVAO PLAN • 3. NUMBER OF LEVELS: 1 OF 1 WHEELS. VICINITY MAP 4. CONSTRUCTION TYPE: TYPE it-B, SPRINKLED M3 IIVAO DETAIL AND �OIICDULCC • 0 14. PROVIDE 2A, 1OBC MINIMUM RATED FIRE EXTINGUISHERS AS REQ TO BE LOCATED _ • �� ���, _ �� - 5. OCCUPANCY: M (MERCANTILE) WITHIN 75 FEET OF TRAVEL DISTANCE FROM ALL AREAS. COORDINATE WITH f 1 f'LULtDI?i0 PLAN, DETAILS AND COIIGDULEC SPECIALTY DESIGN _ �, I LOCAL FIRE MARSHAL AS REQUIRED. ✓ WASHINGTON 6• NUMBER OF EMPLOYEES:- MAX 3 AT ONE TIME SQ FT PER ED ELECTRICAL TITLE SHEET �. s ;'F ��i�C-bv 7. OCCUPANT LOAD: OCCUPANCY AREA OCCUPANT OCCUPANTS 15. SWITCHES AND CONTROLS FOR LIGHTS, VENTILATION, FIRE ALARMS, ETC. MUST BE SHEET TITLE: SQUARE MALL SALES AREA 3,819 SF / 30 •= 127 PLACED NO MORE THAN 48" AFF. RECEPTACLES AND SWITCH PLATES ON THE E1 POWER PLAN • E. 19a4 m NCrdai'omt Qr^4 � STOCKROOM 585 SF / 300 = 1 WALLS AND CEILING THROUGHOUT TO BE WHITE IN COLOR, UNLESS OTHERWISE E2 LIGHTING PLAN • COVER SHEET A TOTAL 4,404 SF 128 DIRECTED BY TENANT. E3 ELECTRICAL DETAILS • 8. EXIT REQUIREMENTS: (2) REQUIRED / (2) PROVIDED 16. VENDOR NOTES: E4 ELECTRICAL SCHEDULES AND RISER DIAGRAM • E5 ELECTRICAL SCHEDULES • >rr,�5 id i• .quare 5.P a. CONTRACTOR SHALL COORDINATE THE DELIVERY (DATE & INSTALLATION) OF _ SfIW0 cr.oapvl mall a �, 9. EXIT ILLUMINATION: PROVIDE AS SHOWN ON ELECTRICAL SHEETS. o rfr.,-- r� 'iiehQ With"i"a " "'"1 LaY ALL PRODUCTS SUPPLIED BY THE LISTED WHERE APPLICABLE. 173 1Q. FIRE SPRINKLERS: EXG SPRINKLER MAIN/CONNECTIONS BY LL. PROVIDE AN b. ALL VENDORS SHALL VERIFY DATE OF DELIVERY WITH RECEIPT OF AN SO STRUCTURAL NOTES • REVISIONS: "` APPROVED PURCHASE ORDER FROM LUCKY BRAND RESPONSIBILITY SCHEDULE. t I. ry � h `� - AUTOMATIC FIRE SPRINKLER SYSTEM IN CONFORMANCE W/ � Si STRUCTURAL PLAN • N0: DATE: BY: `� Vit, ' CURRENT STANDARDS/LOCAL CODES/REGULATIONS. ALL c. IT IS THE VENDOR'S RESPONSIBILITY TO ENSURE THAT FIXTURE ARE DELIVERED S2 STRUCTURAL DETAILS • ♦ 1 U '' ,,,..En "'�' ' `&��` TO THE JOB SITE UNDAMAGED, THAT THE DAMAGE OCCURS DURING HIPPING, yp WORK TO BE PERFORMED BY A LICENSED SPRINKLER THE VENDORS IMMEDIATELY REPLACE ALL DAMAGED MATERIALS OR FIXTURE TO 4.6.18 PERMIT SET ' 3. f ' _` CONTRACTOR, APPROVED BY LANDLORD, WHO SHALL DESIGN a �` LUCKY BRAND OR THE CONTRACTOR. ALL DAMAGE CLAIMS MADE DURING 1 SH1 RIVET STYLE STORAGE SHELVING DETAILS • o ter'_ . F ' AND PREPARE SHOP DRAWINGS FOR APPROVAL PRIOR TO cci re FABRICATION AND INSTALLATION. SHIPPING WILL BE MADE BY THE VENDOR SHIPPING AGENT. N ;,� ,, .ri,. �_: d. UPON DELIVERY AND ACCEPTANCE OF THE VENDOR SUPPLY, IT IS THE Ri SPECIFICATIONS ago f. CONTRACTORS RESPONSIBILITY TO MAINTAIN THE NEW CONDITION UNTIL STORE ---" "�' ���'iT '`°"` 11. DEFERRED SUBMITTALS:- ALL FIRE SPRINKLER, FIRE ALARM, SIGNAGE, AND LOW ft2 SPECIFICATIONS / �in�,,� ,:_ TURNOVER. z ; e ." � ' ,. °=` '" VOLTAGE WORK IS TO BE FILED SEPARATELY FOR PERMIT. e. UPON COMPLETION OF THE CONSTRUCTION, CONTRACTOR LUCKY BRAND R3 SPECIFICATIONS _ y R 1 MEOIJANIOt,L CI'CCIFIOAT10MC MANGER. LUCKY SECURITY WILL REPLACE WITH INSTAKEY 6 PIN CORE m z" 4 12. PLUMBING OCC. LOAD PUBLIC/MALL RESTROOM AND DRINKING FOUNTAIN ARE LOCATED CYLINDERS. R� ia1C011,4�Jf9•,',L .�i'COIFIOATIONC } f. GENERAL CONTRACTOR SHALL INVENTORY THE LIGHTING LAMPS UPON RECEIPT R6 ELECTRICAL SPECIFICATIONS Y AT LESS THAN 300-FT FROM TENANT SPACE. EXG UNISEX OF SHIPMENT FROM LIGHTING VENDOR; INACCURACIES OR DAMAGED ON PROJECT N0: 18028.001 " � � RESTROOM IS PROVIDE FOR STAFF CONVENIENCE ONLY. t' : ,,,�: N ., SHIPMENT OCCUR, THE CONTRACTOR MUST CONTACT THE LIGHTING VENDOR. - DRAWN BY: EBC j '°'��,A, wN '� ��C.'°� NORTH UPON ACCEPTANCE OF LIGHTING FIXTURES ARE THE RESPONSIBILITY OF THE J7 .rNc,o , CONTRACTOR. ` ""` ' ` `r' r,,Fcc-J<. g. CONTRACTOR SHALL COORDINATE INSTALLATION OF WATER; SEE Dorr, A 5;,,0„ ckt_.iOIF 1�,�� RESPONSIBILITY SCHEDULE AND VENDOR DIRECTORY. G 1 :..l'101,,frO}Park ', wGo4 3 B. COPYRIGHT BRACE Ii. CARLSON ARCHITECT, PLLC 2018 - - -� _ --- VI - _ _` -= - - - _ TENANT'S VENDOR LIST RESPONSIBILITY SCHEDULE ..OTE: BRUCE M. REFER TO LUCKY BRAND PM'S m } ),- m >- ).. CO >- r �� o h DELIVERY DIRECTORY FOR ADDITIONAL 0 °° m 0 m m m m CARLSON INFORMATION a w a w w a a w architecture• planning • interior design CO azvzi � azc=n azc=n � i MANGANESE IRONSPOT BRICK <t a a `� ENDICOTT THIN BRICK F- cn Z 1 F- vv)i Z I- 1- N cr 1- z BRUCE M. CARLSON ARCHITECT, PLLC 1 X THOMPSON BUILDING MATERIALS ITEM z w , ? COMMENT ITEM z L1 ? COMMENT ITEM z W Z COMMENT 2(N) WASHINGTON AVE. N., suTE los L. 4 JIM DUGO 01000 GENERAL REQUIREMENTS 08000 DOORS AND WINDOWS 1111111 13000 SPECIAL CONSTRUCTION I NEAPOLIS, (6 5401-1330 � i jdugof�l:hompsonbldg.com ���� PHONE: (612) 547-1300 a PH: (714) 637-7373 1. INSURANCE/BOND/WAIVERS G AS REQ BY LANDLORD. 1. STOREFRONT GLAZING SYSTEM •�©© SEE Al & A6. 1. SPRINKLER SYSTEM 11❑00 EXG MAIN BRANCHES TO REMAIN. RELOCATE AND OR I FAX: (612) 547-1301 2. MALL DEPOSIT G AS REQ PER LEASE. 2. OH SECTIONAL ENTRY DOOR •111©© SEE DOOR SCHEDULE FOR ADD'L INFO. lvii PROVIDE ADD'L SPRINKLER HEADS AS REQ PER STORE REQ. FIXTURES & MILLWORK . PERMITS AND FEES 3. FITTING ROOM DOORS SEE DOOR SCHEDULE FOR ADD'L INFO. DESIGN AND GOVERNING CODES. VERIFY LL REQ VENDOR. CONTACT: CORY B I LLI G 3 Q UNIVERSAL CUSTOMM DISPLAY A. BUILDING PERMIT FEES G AS REQ BY GOVERNING AUTHORITIES. 4. STOCKROOM DOOR ••©0 SEE DOOR SCHEDULE FOR ADD'L INFO. 2. FIRE ALARM SYSTEM •••D MODIFY AS cbillig@cmarch.com 9104 ELKMONT WAY / mum SEE 1 ELK GROVE, CA 95624 B. SIGN PERMIT/FEES/APPLICATION V AS REQ BY GOVERNING AUTHORITIES. 5. TOILET ROOM DOOR InnSEE DOOR SCHEDULE FOR ADD'L INFO. 3. SMOKE DETECTORS mom AS REQ. 1 W -" -- - -_ - RANDY GEISICK C. FIRE PROTECTION PLANS/PERMIT G AS REQ PER STORE DESIGN, LL AND GOVERNING AUTH. 6. SERVICE DOOR nom SEE DOOR SCHEDULE FOR ADD'L INFO. 14000 CONVEYING SYSTEMS 111111 1 randy©universalcustomdisplay..cam D. DEMOLITION PERMIT/FEES G AS REQ BY GOVERNING AUTHORITIES. 7. DOOR HARDWARE ■I00 SEE DOOR HARDWARE SCHEDULE. MEET ADA REQ. 1. NO WORK UNDER THIS SECTION. ■IIIIR 1 PH: (916) 714-2505, EXT. 210 4. INSPECTIONS G AS REQ BY LOCAL BUILDING DEPARTMENT. MINN FINISH TO BE OIL RUBBED BRONZE UON. 15000 MECHANICAL 1111111111 HANSTOREGER RID TURES 5. TEMPORARY UTILITIES G G AS REQ. REFER TO DDCM TECHNICAL RULES & REGULATION. 8. DOOR LOCK CORES AND KEYS ••©© ALL EXT DOORS TO BE COMPATIBLE W INSTA KEY 6-PIN 1. PLUMBING 1111 1 ; KC7400 E. 12TH STREET 6. "COMING SOON" GRAPHIC AT STFT. TAT COORDINATE NEEDS/WANTS WITH TENANT AND LANDLORD. mum CORES. GC TO REPLACE CORES AT CONST. COMPLETION. A. STUB-INS ODOM I PH: (816) 842-8866 7. FIELD VERIFY CONDITIONS & DIMS . G PRIOR TO BIDDING. 9. STOREFRONT DOOR PULLS MIMI B. GAS METER IMO - FAX: (816) 842-8778 8. CLEAN UP G �❑ 'G DAILY SWEEP CLEANING DURING CONST. PROFESSIONAL 10. PANIC HARDWARE imam AS REQ PER CODE. C. WATER METER �� 1 1 WEB: WWW.KC-STORE-FIXTURES.COM CLEANING AT PUNCHLIST AND DAY PRIOR TO TURNOVER. 11. ACCESS PANEL mi©© WHERE REQ. D. WATER 1011 I 9. TRASH REMOVAL & DUMPSTERS G G VERIFY CITY/LL REQ. REMOVE/DISPOSE OF ALL BOXES/ 09000 FINISHES 111111111 E. WASTE ROOM I HELP DESK CRATES/TRASH FROM GC & TENANT FURNISHED ITEMS. 1. GYPSUM BOARD Iso© PER PARTITION SCHEDULE ON A1.1 TAPE SAND 3 COATS. F. VENT l❑ll I LUCKY BRAND DUNGAREES STORES, LLC ❑ REQ EXTRA DUMPSTER THE DAY PRIOR TO TURNOVER 2. EXISTING GYPSUM BOARD Km PATCH REPLACE AS REQ PRIOR TO INSTALL NEW FINISHES. 2. PLUMBING FIXTURES 1 540 SOUTH SANTA FE AVE. FOR TENANT DEBRIS. 3. WATER RESISTANT GYP BOARD K❑M� AT "WET" AREAS. 3. WATER HEATER 11011111 I • • ► S : 9.413 10. HAZ-MAT ABATEMENT G G AS REQ 4. FLOOR 1111 4. DRINKING FOUNTAIN MIM M •NU L ARAICA 11. FLOOR PREPARATION G GA. RESILIANT - TOILET imam V1 AND B3 IN FINISH SCHEDULE. 5. SERVICE SINK ©IM■ IPH: (323) 864-7938 1 12. RECEIPT OF DELIVERIES G COORD DELIVERIES W/ OWNER CONTRACTED VENDORS. B. POLISHED CONCRETE Ui00a ® IN FINISH SCHEDULE. 6. FLOOR DRAINS ■❑1■ -: I RECEIVE/UNLOAD/PROTECT ALL GC & TENANT FURNISHED C. CONCRETE SEALER imam SEE SC2 IN FINISH SCHEDULE. 7. HVAC EQUIPMENT NIDD SEE SHEET Ml. REPLACE FILTERS AT TURNOVER. 1 i TDC (EMERGENCY ONLY) GOODS DURING CONST. NOTE ANY DAMAGE/SHORTAGES D. WOOD FLOOR MIM■ 8. DUCTWORK DIFFUSERS GRILLES ■m©0SEE SHEET Ml. SPRAY-PAINT FINISH TO MATCH CEILING. I 3 4134 SOUTH 43RD WEST AVE. WAN 24 HRS OR REPLACEMENT ITEMS IS AT GC EXPENSE. E. CERAMIC TILE MIMI 9. TEMPERATURE CONTROLS Bum 'LIGHTSTAT° MODEL# TME-AW. MOUNT WHERE NOTED ON 1 * ---- - -- 4 13. CHANGE ORDERS G RECEIVE WRITTEN APPROVAL ON AWA'S PRIOR TO WORK. F. MALL TILE 1000 INFILL AS REQUIRED AT STOREFRONT. Emu SHEET Al. 1I SEAL: CMARTIE EAVES 14. JOB SITE PHONE/FAX/CAMERA G EMAIL WEEKLY PICS TO TENANT PM. 5. FLOOR PROTECTION MIDO 10. FIRE DAMPERS/ZONE BOXES En©0 AS REQ. PH: (352) 503-4903 15. CERTIFICATE OF OCCUPANCY G_ LEAVE WITH STORE MGR AT CONSTRUCTION COMPLETION. 6. TRANSITIONS aim SEE SHEET A1.1 FOR DETAILS. 11. EXHAUST FAN I❑00 SEE SHEET Ml. 4 A 16. PROJECT SUPERVISION G FULL TIME ON SITE SUP. GC PM MIN AT FIELD REPORT. 7. PAINT 11100E _ P1 THRU P11 IN FINISH SCHEDULE. 12. FLOOR PENETRATIONS l000 PER LL CRITERIA. I MANUEL ARAICA 17. TENANT CLOSE-OUT PACKAGE G PROVIDE C OF 0 & C OF C, (2) COPIES OF "AS-BUILTS", 8. PLASTER ©IMI 13. ROOF PENETRATIONS CURB WOR 1110©0 AS REQ. SPH: (323) 864-7938 OPERATIONS MANUAL, SUB LIST, WARRANTIES AND 9. WALL COVERING ©lll 14. SMOKE EVAC ll©0 A b j LI 'G LIEN WAIVERS TO TENANT/LANDLORD PER CONTRACT. 10.CEILING 1111 15. BALANCE REPORT ��Q© COPY OF CERTIFIED BALANCE REPORT TO TENANT. I & REGENCY LIGHTING 02000 SITE WORK A. OPEN TO STRUCTURE MUM■ 16000 ELECTRICAL 1111 �,. 9261 JORDAN AVE 1. DEMOLITION �G G B. HARD SURFACE mica El SEE ® AND CL3 IN CEILING TYPE SCHEDULE. 1. STUB-IN WIRE TO SPACE MOOD SEE ELEC SHEETS. i &I) CHATSWORTH CA 91311 II KIMBERLY FIEDLER 2. SAW CUT SLAB t G G AS REQ FOR ELECTRICAL. SEE SHEET AO. C. SUSPENDED SYSTEM mmo© SEE CL2 IN CEILING TYPE SCHEDULE. 2. METERING I❑00 CONTACT TENANT TO SETUP UTILITY ACCOUNT. M. CARLSON (� 3. GAS SERVICE & MANIFOLD O 10000 SPECIALTIES 1111 3. PANELS N❑00 SEE ELEC SHEETS. ��� i.►. r-3 kimberly.fiedlertregencylighting.com , 1 PH: (800) 284-2024 x 3328 4. WATER SERVICE (DOM. AND FIRE) • 1. SIGNAGE ■111 4. TRANSFORMERS MIM■ 0. 3112 et PEOPLE COUNTER 5. ELECTRICAL SERVICE O G G SEE ELECTRICAL SHEETS. A. STOREFRONT ILLUMINATED SIGN Eno "LUCKY BRAND" ILLUMINATED LOGO LETTER SIGN UNDER 5. DISTRIBUTION IN TENANT SPACE Rum SEE ELEC SHEETS. ' SHOPPERTRAK 03000 CONCRETE WORK In■I SEPARATE PERMIT. 6. STUB-UP TO CASHWRAP Imo©0 LOCATE PER AO AND A2. 1 �INWEAPQLIS,Pr"1���':ESu it „ , MIKE SABONIS 1. SAND PAD O B. ENTRY TRELLIS MINIM 7. LIGHT FIXTURES TRACK 111■ 0�` msabinonisC�Dshoppertrak.com 2. VAPOR BARRIER O C. SERVICE DOOR SIGNAGE map PER LANDLORD CRITERIA. A. INTERIOR EXTERIOR ■I©0 SEE LIGHT FIXTURE SCHEDULE ON SHEET A3 & A3.1. 4() PH: (312) 676-8254 I 3. REINFORCING FABRIC O D. ADA SIGNAGE IIII004. *.,� ;,,r��, ' Ta B. SIGNAGE imp PROVIDE FINAL CONNECTION. OF O SECURITY 4. CONCRETE SLAB O, E. CONSTRUCTION BARRICADE mum PER LANDLORD CRITERIA. GRAPHICS BY TENANT. 'A C. EXIT/EMERGENCY LIGHTS NE©© SEE LIGHT FIXTURE SCHEDULE ON SHEET A3 & A3.1. I ► 5. POURED CONCRETE G G INFILL AS REQ TO MATCH EXG CONDITIONS/LL CRITERIA. F. BLACK OUT FILM 01�i 8. FIXTURE LAMPS ■s©0 SEE LIGHT FIXTURE SCHEDULE ON SHEET A3 & A3.1. 0t = ADRIANA HURTADO v ahurtado©nutechnational.com A 6. FLOOR PATCH/UNDERLAYMENT/ G G AS REQ TO INSURE FLUSH FINISH FLOOR TRANSITIONS & G. MALL MONUMENT SIGN ©IMI 9. LIGHTING CONTROL PANEL 1■©0 SEE ELEC SHEETS. SET PER LL CRITERIA. GC TO PROVIDE :iU ' = ON ARCHITECT a . ( PH: (800) 569-1600, x 1407 TOPPING PROPER FINISH FLOOR INSTALLATIONS. SEE A4 & A4.1 H. BLADE SIGN Mlll ■1111■ CAT-5 CABLE FROM LCP TO CHELSEA SWITCH. , �� i FAX: (407) 262-4193 7. EXPANSION JOINT .X 2. FIRE EXTINGUISHERS mop AS REQ PER CODE. SEE Al. 10. CONDUITS PULL WIRE FOR DATA, 1100 COORD CONDUIT SIZE W APPLICABLE VENDORS. 4 fJ�41 l.r vii \S'OCK2•• 04000 MASONRY 3. TOILET ROOM ACCESSORIES 1100 SEE SHEET A5.3. COMM., A V, ALARMS, PHONE lull 1 • "NATURE 4.6.18 c�a MOBILE MEDIA STORAGE SOLUTIONS 1. THIN BRICK G G SEE BR1 ]IN FINISH SCHEDULE. 11000 EQUIPMENT 1111 11. TELEPHONE DATA 24 CENTER STREET 05000 METALS 1. POS/PRINTERS lIQ© GC TO COORDINATE. A. TERMINAL BOARD PLYWOOD IM©0 MUST BE COMPLETED BY END OF 3RD WEEK OF CONST. I DATE ISSUED o .. PINE X 177 7NY 12566 1. STRUCTURAL STEEL 0 2. TELEPHONE EQUIPMENT ■1©p GC TO COORDINATE. B. TERMINATIONS (WIRING TO MARK IM©© GC TO COORDINATE W/ TENANT'S VENDOR. 3112 °N° JESSICA ROBINSON 2. METAL DECKING 0 3. AUDIO SYSTEM Il©Q GC TO COORDINATE. C. CABLE 11100 SEE ELECTRICAL SHEETS i REG. NO. o°o -, js@mobilemediastorage.com 3. COLD-FORMED METAL FRAMING 12000 FURNISHINGS 1111 12. T-1 LINE TO SPACE 11©0 GC TO HAVE TTB IN PLACE W/IN 3RD WEEK OF START. ;,. .- PH: (845) 389-9452 A. DEMISING WALLS O G G SEE Al. 1. SALES AREA 1111 13. SECURITY SYSTEM 11©Q GC TO COORDINATE W TENANT'S VENDOR. I n -- SIGNAGE B. INTERIOR STUD/JOIST/FURRING G G USE PROPER GAUGE BASED ON REQUIRED HEIGHTS. A. FREESTANDING FLOOR FIXTURES 11©0 ASSEMBLE/PLACE PER A2. 14. BUZZER 1100 LOW VOLTAGE BUZZER BUTTON AT SERVICE DOOR. 1 °_' SIGNTECH 4. METAL REVEAL G G AT STOREFRONT PER LL CRITERIA. B. PLUMBERS PIPE ©IMI NM SEE Al AND ELEC SHEETS FOR ADD'L INFO. 1 LUCKY* BRAND o 4444 FEDERAL BLVD 5. EXPANSION JOINT COVER X C. CASHWRAP 11100 ASSEMBLE/PLACE PER Al. 15. OCCUPANCY SENSOR 11©0 1 a = SAN DIEGO, CA 92102 6. THREADED ROD G G 3/8" THREADED ROD AT LENGTHS AS REQ. D. WIRE GRID 1100 ASSEMBLE/PLACE PER A3. 16. CURRENT LIMITERS PANEL IAMB EXPOSED CURRENT LIMITERS ON SALES FL NOT PERMIT ItD c y TRACEY PICHIERRI7. SLOTTED CHANNEL FRAMING G G 1 5/8" RAW GALVANIZED UNISTRUT AS REQ. E. RECESSED ENTRY MAT MIM■ 17. CONDUIT 1100 ALL LOW VOLTAGE CONDUIT WASHINGTON SQUARE tpich ierriasign tech.com `o i H. (619) 778-8110 8. AIRCRAFT CABLE G G AS REQ. F. FURNITURES 11©0 ASSEMBLE PLACE PER A2. MALL 9. CORNER GUARDS G G STOCKROOM ONLY. SEE Al. 2. FITTING ROOMS 1111 N a TELECOMUNICATION10. MISCELLANEOUS METALS G G A. FIXTURES AND ACCESSORIES ■■pp ASSEMBLE PLACE PER A2, A5.4, A5.5 & 5.6. 01 LEGEND GENERAL NOTE GRANITE TELECOMMUNICATIONS MANUEL ARAICA 06000 WOOD AND PLASTICS B. BUILT-IN BENCH 1100 SEE SHEET A5.5 9716 SW /E. PH: (323) 864-7938 1. ROUGH CARPENTRY/FRT LUMBER G G► AS REQ. C. MIRROR AND FRAME asap SEE DETAIL 5 A5.5 L - LANDLORD GUIDE ONLY AND IS NOT ALL-INCLUSIVE. ALL PERSONS BIDDING G - GENERAL GONTRACTOR i. THE 'RESPONSIBILITY SCHEDULE' IS INTENDED TO BE USED ASA ' WASHINGTON SQ ROAD r-, y GEN:(866) 847-5500 2. PLYWOOD G G FIRE-RETARDANT CDX OR STRUCTURAL-ONE PLYWOOD. 3. STOCKROOM 1111 T - TENANT/LUCKY BRAND WORK OR CONTRACTED FOR WORK ARE TO REVIEW THESE TIGARD, OR 97223 >- I 3. WOOD BLOCKING G G FIRE-RETARDANT WOOD BLOCKING AS REQ. A. STANDARDS HARDWARE BRACKE 1100 V - VENDOR DOCUMENTS, THE LL CRITERIA, AND THE EXECUTED LEASE j 4. EXTERIOR SHEATHING X B. DESK POSTER UNIT FILE CAB 11©0 ON SUPPLY TRUCK. DESKTOP BY GC. AGREEMENT IN THEIR ENTIRETY. ALL ITEMS MARKED AS FURNISHED I w a 5. FINISHED WOOD WORK G G FIRE-RETARDANT LUMBER, FINISH GRADE. C. HANGER MANAGEMENT SYSTEM ■1©0 "IRSG". SEE A2, A2.1 AND A5.2 ADDITIONALOR INSTALLED BY WBY.LL ARE AS-IS. LL IS NOT PERFORMING SPACE #F03 I a 6. LAMINATE G G D. FIXED SHELVING SYSTEM NIa El SEE A2, A2.1 AND A5.2 .�. 7. WOOD BASE G G SEE B1 IN FINISH SCHEDULE. E. MOBILE SHELVING SYSTEM mum SEE A2, A2.1 AND A5.2 8. RUBBER BASE G G SEE B2 AND B3 IN FINISH SCHEDULE. 4. TOILET ROOM ���� NOTE; 2. ALL ITEMS AND INSTALLATION WHICH ARE SHOWN ON THE DRAWINGS O = 9. FRP WALL PANELS G G SEE FRP IN FINISH SCHEDULE. A. TRASH CAN ■■©Q GC TO CONFIRM ALL AND DETAILS, BUT WHICH ARE NOT SPECIFICALLY LISTED ON THE SPECIALTY DESIGN MATRIX ARE TO BE FURNISHED AND INSTALLED BY THE GC UNLESS -a . 10. TOILET SHELVING G G B. SOAP DISPENSER 1100 SEE A5.3 CATEGORIES AND SPECIFICALLY NOTED OTHERWISE. • °' , 11. PLANK GROOVED PANELING X C. TOILET PAPER DISPENSER •l SEE A5.3 INFORMATION WITH LUCKY BRAND 3. THE CONTRACT DOCUMENTS (DRAWINGS AND SPECIFICATION) ARE 07000 MOISTURE CONTROL D. TOILET SEAT COVER DISPENSER lino© SEE A5.3 CONSTRUCTION SHEET TITLE: 11110 COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS l 1. MOISTURE/VAPOR BARRIER X E. PAPER TOWEL DISPENSERSEE A5.3 DEPARTMENT 5 BINDING AS IF REQUIRED BY ALL. 1 2. FLASHING/SHEET METAL G G AS REQ AND IN COMPLIANCE WITH SMACNA F. STANDARDS HARDWARE BRACKE 'UI00 i RESPONSIBILITY o � 3. BATT/BOARD INSULATION X • 3 SCHEDULE Cr, - 4. E.I.F.S. X 3 5. CAULKING/SEALANTS O G G EACH TRADE TO PROVIDE AS REQ. 1 ,,, , 6. SPRAYED-ON FIREPROOFING X 0" j 7. WATERPROOFING G G AT TOILET ROOM PER LL CRITERIA. REVISIONS: O ; 1 D NO: DATE: BY: g � / \ 4.6.18 PERMIT SET 0 0 ad gg GM ' 3 W ; / C3 Z NQ - m y Y f 1 PROJECT NO: 18028.001 DRAWN BY: EBC or 4 y IG 2 I - -- -. ---_ - - -- - = _ .,.„... __ ___ - - __:9 - COPYfBGHT BRUCE M. CARLSON ARCHIlE C 2018 m - t < - I 44,11A,., 11 ! i VARIES A-4? -9---",, e) - 5/8" TYPE "X" GYP BD. DOOR SCHEDULE . _ ,„ ,,.,..,_,f, 1 WALL FINISH MATERIAL, , - '- ',A4' 6 ..,' SEE FINISH PLAN. DOOR HDWR FRAME DETAILS KEYED 4 1'- -- -,i BRUCE M. ,-- 1 ;44,4:,11„... co ; BUILT-IN HEADER (UP TO NO. ROOM SIZE THICK TYPE MIL FINISH LABEL GLAZ GROUP MTh FINISH LABEL HEAD JAMB SILL NOTES i j CARLSON 6 ; lir- • (2) 400XC 20-GA 48" SPAN OPENING): .1 architecture • planning • interior design - N i ( 101 ) ENTRY 16'-2" X 10'-1" N/A A ALUM BLACK N/A TEMPERED --- , N/A N/A N/A --- ----- 7/A1.1 1,4,5 i •••••,„ ; - • • to I BRUCE M. CARLSON ARCHITECT, RIX ..• • 20-GA METAL TRACK (.102') FITTING•.ALCOVE ..*:.307'.X.`9'•-•:0". . . - NA. - . . .N/A. . . :N/A N/A N/A N/A. . . . . ., . . . . .N/A . . . . .P6 . . . . .N/A . . . .1/G3. . . :3/G3 : . . ,-,. . . . . . . . . . WD. . . . . .F,P66. . . . . . .NN/,/AA . . . 22//0G33. . . ..22//C033 . . . .:==. . . . . -, . . . IPHONE MINNEAPOLIS,)OWNAES GT0N MN E. A,jtiniEligg -4- , AT TOP AND BOTTOM i -. P ` .. .._ . • 4 1 ' .:•. ' Sk . .11 -- SEALANT AT EACH SIDE, ( 103 ) FITTING S-0" X 5'-8" 1-3/4" B WD P6 N/A N/A 2 - ..' .•'" r,) TW. ( 104) FITTING .3'-07.X '5!:-:,a- .1-3/4- B WD P6. N/A N/A 2. (612) 547-1300 FAX: (612) 547-1301 0• , - .,, ( 105 ) ADA FITTING 3'-0" X 5'-8" 1-3/4" B WD P6 N/A N/A -2- WD P6 N/A 2-/-G3 2-/G-3 --- - 11 ..... 3/4" PAINT GRADE POPLAR (.105) . . . HALLWAY . . . . . .3',07.X.9!..- 0.". . . - NAN/A N/A N/A N/A N/A --- N/A . . . . .P6 . . . . .N/A . . . 1/03. . . .3/03 . . . ,-, . . . . . :-.-: . . . I CONTACT: CORY B I LLIG ,. ,CASING TRIM. PAINT P6 . 1 cbillig0cmarch.com 3/4" PAINT GRADE POPLAR ( 107 ) FITTING 3'-O" X 5'-8" 1-3/4" B WD P6 N/A N/A 2 WD , P6 N/A 2/G3 2/G3 --- - i =111•01= , 1 ii CASING TRIM. PAINT P6 . ( 108) . . . . FITTIN.G . . . . . . .3' 07.X.5!*-:-:87.'. . .1-3/4" . . . . B WD . . .P6. . ::.N/A .': N/A . . . . . ... . . . . . .WD P6 .N/A 2/03. 2/03 --- - 1 CASED OPENING - HEAD ( 109 ) FITTING 3'-O" X 5'-8" 1-3/4" B WD P6 N/A N/A 2 WD P6 N/A 2/G3 2/03 --- ,, - -', (.110 .) . . . . FITTIN.G . . . . . . .3' 07'.X:58.". :: .1' 3/4”. . ... :. Ey. .... .... ..WD . . . . . .P6 '.•••. *:.N/A :: . :N/A::. ':::2:::: •::WD. . . . . .P6.':. . . .N/A . . . 2/03. . . .2/03 . . . •-,-. . . . . . : . . . . 1 i III SCALE 3" = l'-0" ( 111 ) STOCKROOM 3'-0" X 7-0- 1-3/4" D WD P6 N/A N/A 4 WD P6 N/A 2/G3 2/G3 4/A4.1 - i i .1-3/47 . . . . . C . . . . . . .EXG. . . . . .P6. . . . . .N/A . . ::N/A::. . . . . 3'. . . . . .EXG. . . . -P6. . . . . .N/A . . . .--.,. . . . ,•-•.--,. . . .8/A1J. VARIES / S-0" X 7'-O" 1-3/4" E EXG P6 AL N/A N/A 1EXGP6 N/A --- --- --- 2,3 ; t ,,----e ( 113 ) SERVICE 5/8" TYPE "X" GYP BD. KEYED NOTES CODE COMPLIANCE GENERAL NOTES , 1. PROVIDE "THIS DOOR TO REMAIN UNLOCKED DURING 1. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE 1. DOOR LOCKS TO BE COMPATIBLE WITH "INSTAKEY" 1 DOUBLE STUDS AT BUSINESS HOURS" SIGNAGE ABOVE DOOR. WITHOUT THE USE OF A KEY OR ANY SPECIAL 6-PIN LOCK CYLINDERS. I i . JAMBS AND HEAD. KNOWLEDGE OR EFFORT. MAXIMUM PULL FORCES FOR 1 4 ••••"-----"N, 2. REUSE EXG HARDWARE. REPLACE AS REQ OR INTERIOR AND EXTERIOR DOORS SHALL NOT EXCEED: 2. ALIGNMENT OF DOOR HEADS SHALL BE AT A CONSTANT 1.1 `SEALANT AT EACH SIDE, -__ PROVIDE IF NOT EXG WITH HARDWARE GROUP INTERIOR DOORS: 5 LBS LEVEL AND NOT FOLLOW POTENTIAL VARIATIONS IN THE i * ,..._.. .. . • ---• TYP. EXTERIOR DOORS: 8.5 LBS FLOOR PLANS..... - -. BELOW. 1 .......! .... -. • /- PAINT GRADE POPLAR CASING FIRE RATED DOORS: 15 LBS ._ r) TRIM. PAINT p6 3. PAINT STOCKROOM SIDE OF DOOR AND FRAME P6 3. UNDER CUT DOOR 3/4" MINIMUM. I AND EXTERIOR SIDE PER LL CRITERIA. INSTALL 2. HAND ACTIVATED DOOR OPENING HARDWARE TO BE 1 iIN •-ii-----....„. .....1„. .4.• TENANT NAME AND SPACE NUMBER PER LL MOUNTED AT 38" AFF AND OPERATED WITH A SINGLE 4. OFFSETS AT ALL THRESHOLDS AND AT ANY CHANGE OF ' '. . ‘ CRITERIA ON EXTERIOR SIDE. EFFORT BY LEVER TYPE HARDWARE. FLOORING MATERIAL SHALL HAVE A MAXIMUM OF 1/2". 7 L ------'293/4" PAINT GRADE POPLAR I SEAL: OFFSETS GREATER THAN 1/4" REQUIRE A MAXIMUM 1 :..,.. CASING TRIM. PAINT P6 . 4. TENANT-PROVIDED FULL VIEW OH SECTIONAL DOOR. 3. THE BOTTOM 10" OF ALL DOORS SHALL HAVE A BEVELED SLOPE OF 1 UNIT VERTICAL TO 2 UNITS 1 DOOR STOP AT JAMB, TO SMOOTH, UNINTERRUPTED SURFACE. HORIZONTAL, EXCEPT THAT LEVEL CHANGES NOT 1 ...i MATCH HEIGHT OF DOOR 5. DOOR TRACK AND HARDWARE TO BE POWDER • EXCEEDING 1/4" MAYBE VERTICAL. 1 : TYPICALWOOD DOOR HEAD/JAMB COATED BLACK. 1 5. DOOR AND HARDWARE SUBSTITUTIONS TO BE APPROVED 1. BY LUCKY BRAND STORE DESIGNER. 1 ...:, 0 SCALE 3" = 11-Cr , i ,,<,,,,,OD ARci , i VARIES ' I --- 5/8" TYPE "X" GYP BD. i M. (•-• ) filo v.--3 ; B1 BRUCE MCARLSON BASE BELOW ii . I c• No. 3112 4) , '• - 1 - DOUBLE STUDS AT . ::. _..---"---- ---- 1(1)- MiltEAPOLIS,MINNESOTA JAMBS. ... . C3 .,,_ -44 .. ._ -, . _.:.-_- `SEALANT AT EACH SIDE, I 1/"?? <S.) , OF OW') TYP. I t ) • 1 .N.. ......, I : ' I :::: 3/4" PAINT GRADE POPLAR ' , -__ ' = ; CASING TRIM. PAINT P6 . ' , c.) 1 7 ' 0, 2 , ARCHITECT o i - •. • •.... • _ HARDWARE: SCHEDULE 1 / 0 : 0 _ NO. ITEM QTY MANUFACTURER MODEL NO, FINISH COMMENTS I .a 0 -.t 1 SiGNKRRE 7/4" \--__ , 4.6.18 c.9" ; 3/4" PAINT GRADE POPLAR HINGES 3 MCKINNEY T4A3786 x NRP x 630 630 STAINLESS STEEL 4 1/2" x 4 1/2" DATE ISSUED 5 4 CASING TRIM. PAINT P6 . KICK PLATE 1 TRIMCO K0050 LDW 630 STAINLESS STEEL 34"W X 10"H AT PUSH SIDE ONLY 1 3112 . o , CASED OPENING - JAMB CLOSER 1 NORTON 8501-689 630 STAINLESS S, •,--- . .o .! TEEL --- I REGNO 4 CNI 1 09 , 8 DOOR VIEWER 1 IADCKWOOD 622 --- - -• % I: SCALE 3" = 11-0" i 1 IVES FS-450 US28 FLOOR MOUNTED Ili 1 , fro HOLD OPEN , - PANIC HARDWARE 1 DETEX V4OEB --- 6-PIN TYPE I LUCKY* BRAND SP = ,• , v a.- - SILENCER 3 DooR CONTROLS 9SxGREY --- --- i WASHINQTON SQUARE . . . , FilN.QES 2 MCKINNEY . . TA 2714-x•613 OIL•RUBBED- BRONZE • -.4.1127.x..4..1./2",-.SELF- pLOSING.TypE.. ....-.-.... ... . ... ..... ... ,...- ... ... .... ..... . I .. i ....N .., . . . . . . . . . . . . . . . . . . . . . . . . . . MALL O . • • • • • -..'..LEYER-.SET. . . 1 YALE. . . . . . . . . .M0. .50421-N4.13. . . OIL: RUBBED BRONZE' *PRIVACY. JTKE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V I • *AL: *. . • • • • • • • • • • • • •,* • • • * * • • • • • * -, "ct • •.•.WALL'STOP 1 ' DOOR.CONTROLS 321.141510B OIL'RUBBED .BRON ZE. . . : . . . . . . . . . . • • • • • • • • • ' • . : .-;,--:-: : : : : . : •. : •. : : : : : .. .. . . .. : .. .. : . . . : : . : : . ' 1 . . . . . . . . . . . . . . . . . . . . . . . . i, . aUt 1 1 i 9716 SW ' .0 - . 'SILENCER ' . •1 . ' 'DOOR:CONTROLS ,..9SxGREY --- ....,••••To, t . 16'-2" 3'-0" 3'-0" 3'-0" ... 1 WASHINGTON SQ ROAD 0 , I t , , , , , HINGES 3 MCKINNEY TA-2714 x 652 630 STAINLESS STEEL 4 1/2" x 4 1/2" r41 I I TIGARD, OR 97223 ::4-!," i , LEVER SET 1 YALE MO 5402LNx626 630 STAINLESS STEEL PRIVACY TYPE, SUPPLIED BY LBJ, INSTALLED BY GC a. , I -' # # # # 5 1/2" 5 1/ MITER D CLOSER 1 FALCON SC81RW/PA 630 STAINLESS STEEL MOUNT ON RESTROOM SIDE, FULL COVE CLOSER. ' :. I /CORNER, TYP CORNER, TYP 3'-0" 0 SPACE #F03 '. 1 0 0 0 \ " /CORNER. 't 't Ct KICK PLATE 1 TRIMCO K0050 LDW 630 STAINLESS STEEL 34"W X 10"H AT PUSH SIDE ONLY I OPEN ic,i Ca4 A, \ -N I - / / FLOOR STOP 1 DOOR CONTROLS 3310x630 630 STAINLESS STEEL --- : - / ce 2 Z # 1 # # # / -$ / / / SILENCER 3 DOOR CONTROLS 9SxGREY --- --- . , . . / / /* I SPECIALTY DESION / . . . . . . , .F.IIN.PE• . . . . . . . . . . . . . 3 :MOKII's1NEY . . . . . . . . TA 2714.x• 652 630 •STAINLESS STEEL • ' 4 -1/2"-x• 4- 1/2" • • • • . . . . . . . • • . . . . . . . . . . . . . . • • • - .. . . . . . . . . • • • • • - / / / 4 4 O ' # # # # rio s, / tO 20 b b 1 mim=mgmmE / / / -: .!..:...-.-LEYER-.SET. . . . . . . . . . . . . . ..1. . . YALE. . . . . . . . . . . . . . . . .5405. .LN . . . . . . . . . . . . . •P.11:.1.3P.BKD.-ORONZE.•. . . r'.4SAGE*iTY.t. .MONROE'l: VE13, ..stiOPLiEo.-E3Y-.0j; ifisTALLui..E31. SC 0, 1 7 1 < 1 1 ; -0 r••• x q \ -D if) h \ -e -4 \ __I q_\____\, a, - •cl.• • e 1, SHEET TITLE: ..6- .1 # '1 # # m< \ \ \ T ,. \ ao . . ...CLOSER . . . . . . . . . . . . . . . . .1 . . .NORTON. . . . . . . . . . . . . :85017.689 . . . . . . . . . . 630:STAINLESS.STEEL *.*.MOUNT. ON STOCKROOM .SIDE \ \ 2 \ to • . * sKICK.'PLATE • • •I • • •TRIMOO • K0050•.LDW 'OIL:RUBBED 'BRONZE." "34"W X:10"H.*.AT PUSH .SIDE* ONLY . e a CC) \ a C•1 2 \ 2 \ e °3 \ • .Et. • , ' DOOR SCHEDULES \ :!, " FLOOR MOUNTED. . . . . . • . • • - • • • • . . . . . ; • . . . . . . • • . . • . • # # co tr) ,i- \ ......... ,,, -\ \ r%) \ \ .US28 ID \_ -2\ 1 AND DETAILS pom OPEN in \ \ ..Q. . .......E1"*°?R..ST°P. . . . . . . . . .•.•..1 ... ...... . ... . . . • • ' ' '.'. .'. FS-450 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . cn i A B C D E _ .,_ ...__„____ -taAr,_ -\----N----a- \ - -= -.SILENCER • •.•.• • • ........•.• • 3 . •DOOR.•CONTROLS• • ..... •.......• • • • • • • - • - • • • • • • • • • • •---- • - • • • • • - • - . . . . . . . . . • • • • • • • - --- , 0 o i NOTE: NOTE; NOTE: 1111==.111 , * : INCLUDE POWER KEY/LOCK TRUSTILE TS 1000 OR EQUAL, TRUSTILE TS 1000 OR EQUAL REVISIONS: .. c ' 1/2" FLAT PANEL ROMAN OGEE 1/2" FLAT PANEL ROMAN , . NO: DATE: BY: 0 ' STOP W/ WOOD PANEL; LONG OGEE STOP PANEL; LONG , LEAD TIME, ORDER IMMEDIATELY LEAD TIME, ORDER . Ask, 4.6.1a I PERMIT SET , .-., ! UPON AWARD OF PROJECT. IMMEDIATELY UPON AWARD , i 6 . 4 DOOR TYPES OF PROJECT. , ! . 0 I, , 05 , N i , 0 4., G3 ve = it_o• , co , 7 -4. I , . - . , . , . . ' • I Y PROJECT NO: lap2.8.001 0 - /..----.. DRAWN B4l: C (BC ...i , . 'l.., I . , _ , \ 3 I 1. i - - _ -- - -= _ ---__ - -- - - COPYRIGHTI3RUCE IL CARLSON AROPTECT, PLC 2018 , k , , , J- • 0- 1A6 ,'>.'::AW I o �� l .,) ., (Z ") (Y) NOTE: 7a- 7 GC TO N LEASE DIMENSION .JrW CUTTING COORDINATE ANY N 6LEASE DIMENSION 2'_6„ TRENCHING WITH REPRESENTATIVE. LL ' BRUCE I. `° 3'-10" 20'-O" 20'-0" 20'-O 1/4" 4'-2 3/4 I �, CARLSON -'_21 Jr ' NEW CONC SLAB TO MATCH EXG, architecture • planning • interior design, �� ��I 4` —MASTER00 PSI BUILDERS W/RATION W/ BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 I • - _ - - - - - - - - - - - - - - - - - - = - MIXTURE. GET APPROVAD v T. V - 9 1 1 MINNEAPOLIS, MN 55401-1330 ' - CONCRETE MIX FROM G.C.S. PHONE: (612) 547.-1300 w I I /' ' © I #4 AT 16" OC REBAR W/ EPDXY FAX: (612) 547-1301 TJ SET2" INTO EXG SLAB EDGE /r AO ALIGNED CONTACT: CORY B I LLI G 0 TYP I / — \ cbillig@cmarch.com in 1 I A .7d 4 n % � �__ , �o I •ji4 • aII — � aa da 1 5 an aa • 4i� < . d 4 aL JIw v ., —4 4. 9 II �1" ZiEXG CONC SLAB-ON--GRADE I TY1� ! I 18'-7" 2 I 24'-10 1/2" n I I I VAPOR BARRIER, LAP & TAP SEAL PER MFR. RECOMMENDATION TO YP SEE PLAN / REPAIR & MAKE WATER VAPOR TIGHT. GC MAY PURCHASE THIS ❑- CI @ , 0 � I __ 2 TRENCH DETAIL MATERIAL FROM LL, TYP, VIF. u_ 1 II "' III I I o j I _ i AO SCALE 3" = 1'-0" i 6 __---/ 50'-4" 1 iI SEAL. DEMO/TRENCHING PLAN KEYED NOTES 0Po 9 =�� 1 SAW CUT/TRENCH CONC SLAB FOR ELECTRICAL LINE, TYP. REPAIR ! Co 9 . I III A ❑ PER LANDLORD SPECIFICATION. SEE 2/A0 OR DETAIL. NO OVERCUTS. / _ _ III I / .1-\_....___\__8 14 ao LO-! III IF-. -, 1PROVIDE 3-GANG FLOOR OUTLETS ATCASHWRAP LOCATION: (1) 1 1 BLACK UPS, (1) WHITE "DIRTY POWER" AND (1) ALUM. 4-JACK AR 6 -0 1 f�1 -- i I ` TELE/DATA. ALL TO BE HOUSED IN LEGRAND 880CS3-1 FLOOR BOX ) (SOD `- j' I I ( W/ BRASS 3-GANG TILE FLANGE 837B W/ COVER PLATE 828-GFITC. CO Y, I ID F `1 _i 8 �Allillle ) BRUCE M. CARLSON ( FLOOR BOX w z ) in9 / i ICI ( I ( v)--1 ) m N0. 3112 Z i Ife i I _ ( ) 0 'o �_ OF Peri / '�I I — — — — — — I OF OH o ( PROVIDE (1) POWER DUPLEX AND (1) DATA, HOUSED IN SINGLE-GANG ) 11,) , ‘ S) in n (13 -0 1BACKWRAP f1 I �� r DOOR ❑3 BRASS FLOOR BOX, FLUSH WITH FINISH FLOOR. ALL TO BE HOUSED IN N { LEGRAND 880CS2-1 FLOOR BOX W/ BRASS 2-GANG TILE FLANGE F ¢ m < I 827B W/ COVER PLATE 828-GFITC. ) 5 12: `� I I �/ 12„ } : ;• fir II © 1r :B ��I La I I C ( FLOOR BOX r w z¢ 0-I Juj ci ill EI EI 1 ( TRENCHING uz SIGNATURE 0 j m L - - J 4.6.18 a — I /' ( ) DATE ISSUED 5 ... I I / 0 3112 N I ❑ PROVIDE (2) POWER DUPLEX FOR U.C. REFRIGERATOR, PRINTER, ETC. ) REG. NO. a0o ! I 4 SEE ELECTRICAL SHEETS. (2) POWER DUPLEX, HOUSED 1N LEGRAND \\ ( 880CS2-1 FLOOR BOX W/ BRASS SINGLE-GANG TILE FLANGE 8278 a 2i i 1 W/ COVER PLATE 818-GFITC. -�1 LUCKY* BRAND a © ___„_____ __.___- _._. — — — — — --6--_-- r___ __ '1___ la OUTLINE OF FLOOR FIXTURE RECEIVING FLOOR BOX. SEE SHEET A4. C . I I e I IF NOT EXG, GC TO PROVIDE CONSTRUCTION BARRICADE. COORD WASHINGTON SQUARE \ I REQUIREMENTS WITH MALL OPERATIONS MANAGER. l MALL `o n EXG TOILET ROOM TO REMAIN, INCLUDING FINISHES, PLUMBING u<, I I i I FIXTURES FIXTURES, FIXTURES ACCESSORIES, ETC, UON; ENSURE rn GOOD WORKING CONDITON & COMPLIANCE W/ ADA. REPAIR/REPLACE 8 9716 SW 3 - ! AS REQUIRED. SEE SHEET A5.3 FOR GC SCOPE OF WORK. i� o I I 8 REMOVE DEMISING WALL AS SHOWN, INCLUDING BOLTS, ANCHORS, ETC. WASHINGTON SQ ROAD o AT THE FLOOR LEVEL. REMOVE/CAP ELECTRICAL WITHIN WALLS BACK TIGARD, OR 97223 Q I I ILi_w ! I I TO THE SOURCE. J �13( ---- 0D I 9 EXG PARTITION/DEMISING WALL CONSTRUCTION TO REMAIN. SPACE #F03 „ c+10T PATCH REPAIR GYP BD AS REQUIRED & PREPARE FOR NEW FINISHES `-' ' 39'-8 1/2" ' 27'-4 1/2" I AT TENANT'S SIDE ONLY. ENSURE 1-HR PROTECTION WHERE of 0 I REQUIRED. N I I r I ; 1 I SPECIALTY DESIGN o I H 5 I 10 REMOVE STOREFRONT CONSTRUCTION, INCLUDING GLAZING, ENTRY - II- -1 I I DOORS, SIGNAGE, FINISHES ETC TO 14'-0" AFF. COORDINATE W/ L Tar 11 — _ i e TENANT AND LANDLORD. SEE SHEET A6 FOR NEW STOREFRONT. SHEET TITLE: 7,m �� I0:11 11 EXG MALL NEUTRAL PIER TO REMAIN, INCLUDING FINISHES. DEMOLITION AND 1 I I 12 REMOVE DOOR AND FRAME. TRENCHING PLAN cn I. / I 13 DOOR AND FRAME TO REMAIN. VERIFY WORKING CONDITION OF ALL AND DETAIL o COMPONENTS IN FIELD, REPAIR/ REPLACE AS REQUIRED. al 1 ,/ 9 REVISIONS: '_c I I /,� �— I 11 14 ELECTRICAL ELECTRICALPANELSAND EQUIPMENT TO REMAIN. SEE 3 __ - - - - --- - - - - -/ -�- - - - - - - NO: DATE: BY: y I - A 4.6.18 PERMIT SET 0 -1,0,- '-2 1. 1►''"" 0 °° TRENCHING NOTES N 0 1. ALL TRENCHING TO BE COORDINATED AND CONFIRMED WITH MALL a OPERATIONS MANAGER PRIOR TO ANY DEMOLITION AND El CONSTRUCTION. SPECIAL CARE IS TO BE TAKEN NOT TO DAMAGE CONCRETE SLAB. SLAB MUST BE X-RAYED TO LOCATE REBARS >- Y BEFORE ANY CUTTING. v PROJECT NO: 18028.001 3 2. GC MUST USE LANDLORD'S DESIGNATED CONTRACTOR-FOR ANY DRAWN BY: EBC o, NORTH REQUIRED WORK INCLUDING SLAB X-RAYS, ROOF REPAIR WORK & FIRE PROTECTION (IF APPLICABLE AS REQUIRED). 1 DEMOLITION AND TRENCHING PLAN 3IED . SEE DETAL 2/A1.1 FOR TRENCH INFILL. AO AO ve . 1.-0. COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2018 (7) 0 , F '_ " Y 7a 7 1 ' in of ' LEASE DIMENSION ; :11 61 68'-1" ! 2 -6 -4 ` - BRUCE M. LEASE DIMENSION " ._ 144 LANDLORD GENERAL NOTES CARLSON 5 f I 16 3 3/4 // I 48'-3" architecture • planning • interior design �— 5'-1" 5 -1 1/2" 5 -1 1/2" 1'-8" 12'_1x" 3'-2" ADJACENT TENANT 12'-10" 3'-2" 12'-10" 1'-•" ► _ 1. MUST COORDINATE ALL DUMPSTER/TRASH REMOVAL ACTIVITIES WITH ROGER ' CLEAR_--HOLD HOLD " " ' - GEAR, HOLD HOLD CLEAR, HOLD ' HOLD / CLEAR, HOLD `� OTT, OPERATIONS MANAGER - CONTACT ROGER.OTT©MACERICH.COM BRUCE M. CARLSON ARCHITECT, PLC ` _ • �- - - - - - , - - - - - - - - - - - - ;Mum OR 503-639-8865. 800 WASHINGTON AVE. N., SUETS 208 MINNEAPOLIS, MN 55401'-1330 �, I 0 a 0 / c' a / 1 2. THESE PLANS SHOULD BE FORWARDED TO THE AWARDED GENERAL :• ® • / -I 23 ' / -I ® ��.� PHONE: (612) 547-1300 a I I / O N J 0.......4 r\ • I /= CONTRACTOR TO BE ON-SITE AT ALL TIMES. FAX: (612) 547-1301 ami TT ►G / FITTI G B TH '` 0 I / I ,SI�ES s Ai Ax RI T 3. TENANTS CONTRACTOR MUST REPAIR ANY/ALL LANDLORD PROPERTY DAMAGED CONTACT: CORY BILLIG ©� / ©� oo (3) (3) O I © I ] DURING T.I. WORK AND COMPLETE LANDLORDS PUNCHLIST AS DIRECTED BY cbiliig©cmarch.com Iv 0 . 0 • I 1 1 4 0 8 g 41* r7 0 :: 0 ® IIn SIDES SIDES :- 1_ ,-) LANDLORDS REPRESENTATIVE. ©� U li • v I 3'-10" �I'I 4. TENANTS CONTRACTOR MUST CONTRACT WITH MALLS REQUIRED of r ji - -- - - ---- - r / © = iti I VENDORS - SEE CRITERIA FOR INFO. I NI 5 I 0!./i� --- „fes/. — I:I IMP; \ I \ 19 ' N Z " �� � a N 23 = 5. PRIOR TO SAW CUTTING OR PENETRATING THE EXISTING SLAB, VERIFY i�,`- FITTING 13''-1 1/2 n N I 0 0 0 in `I LOCATION WITH ON-SITE LANDLORD REPRESENTATIVE. TENANT'S CONTRACTOR I I� ACO R.O, TYP l'-',...\ .21 : z b IV b I ;:• I WILL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING MALL UTILITY CONDUITS. I I`� ©� 6" 1 I a ¢ ___ r I r I DISPLAY I 13 105 I I TYP I I '; J 13 I 6. TENANT GENERAL CONTRACTOR MUST PROTECT MALL TILE FLOOR BETWEEN i- cc I v ._ I BARRICADE AND STOREFRONT. ANY DAMAGE OCCURRED DURING CONSTRUCTION O. MUST BE REPLACED AT TENANTS EXPENSE. �I X10 '� 1 l 6 ` - � - Ali — — - - - - - - - - ❑ 7. NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, OR ' .j r I . I I PENETRATE THE ROOF DECK ABOVE. YOU ARE REQUIRED TO FRAME, BRACE O I I O / I AND /OR SUSPEND, AS NEEDED, TO/FROM THE TOP CHORD OF JOISTS OR f i °O,, I • I24 I STRUCTURAL STEEL WHICH EXIST ABOVE YOUR RESPECTIVE TENANT SPACE. 1 1 : • ALL SUBCONTRACTORS SHALL r a % I RECEIVE A COMPLETE SET 0 I 8. A WATER SHUT OFF VALVE MUST BE INSTALLED AT EYE LEVEL, USING A 15 0 R . ROOM ® I / CONSTRUCTION DOCUMENTS ] © BALL-TYPE VALVE, AND CLEARLY LABELED 'WATER SHUT-OFF n I I I / AND SPECIFICATIONS AND I A6 VALVE" PROVIDE A FLOOR DRAIN IN TOILET ROOM. ■ I 0 I SHALL BE RESPONSIBLE FOR I I I / , 9. SIGNAGE MUST BE SUBMITTED UNDER A SEPARATE COVER FOR LANDLORD REVIEW THEIR COMPLETE SCOPE OF I REVIEW AND APPROVAL. 17 �' _ I j :0TH WORK REGARDLESS OF WHERE I i SEAL: ,` •s ■ .- › :: .•IDES IN THE DOCUMENT SET THE ' 19 IIIA 414 i' [ J 1'-8" DESCRIPTION OF WORK • APPEARS. ! yj :; TYP _ \ . ` .- 6 8 1 0 © � I FLOOR PLAN KEYED NOTES I I ] STOCKROOM SALES AREA_ I �I �' MAL CONCOURSE ' ►T 2 © 2 20 - - E[ EXG STRUCTURAL COLUMNS TO REMAIN THROUGHOUT. PAINT COLUMN © I I- 4 El P6 FROM FINISH FLOOR TO CEILING ABOVE. AC '`'� 6,VIF" ' �'-1„ '«' I ❑ PREPARE FLOOR SLAB FOR INSTALLATION OF NEW FINISHES. ALL FINISH ,�t...,‘S4° 'Ic/ , 117 I �«; 1 I FLOORING IS TO BE FLUSH WITH ADJACENT FINISHES. .C.:1 o BOTH ;, j PROVIDE (2) 4A-60BC MINIMUM RATED FIRE EXTINGUISHERS AT LOCATION BRUCE CARLSON SIDES die`' ■O ��� f + INDICATED OR AS DIRECTED BY LOCAL FIRE MARSHAL. MINIMUM CODE IS WAN o 1 • ©�� 11 © 0 I 75'-0" TRAVEL DISTANCE FROM ANY AREA. CURRENT INSPECTION TAGS MUST jO• 0� �Q BE ATTACHED TO EACH UNIT. d:),,MINNEAPOLIS,NEAPO.IS, MINNESOTA o Q I ; IY z ]r) LLI _ 0 1 I N E PROVIDE CONCEALED FRT BLOCKING FOR PLUMBER PIPE & MIRRORS AS REQ 0 ,n 0 = g "I a '- °n4 M LOCATION OF THERMOSTAT OT AND SENSOR OS AT 48" AFF. SEE MECH OF 0° V i iv I6-1) \ N 44 w I o SHEETS FOR ADDIL INFO. J ,�, 5 I � I I • I ., 1-6-1 LOCATION OF EXG ELEC. PANELS & EQUIPMENT. ENSURE 36" CLEAR PER B' E M A N, CHITECT ID I I CODE. SEE ELEC SHEETS FOR ADD'L INFO. in 1 ) ) N L"_. JZ • 16 N. ❑ ETC. ALLEXG COMPONENTS TO OOM TO REM AIN, BE CADANG COMPLIANT" SEEBSHEET BARS, A5.3 FOR RIES, Na IRE • .. 4.6.18 a DETAILS AND GC'S SCOPE OF WORK. PREPARE FOR NEW FINISHES.Ell DATE ISSUED o4. I44 M. .. I 8 PROVIDE STAINLESS STEEL 2"X2"X48" CORNER GUARDS AT ALL EXPOSED 3112 oM.� ❑ OUTSIDE CORNERS THROUGHOUT STOCKROOM AREAS. REG. N0. L- - 03 44 ® I12 I g PROVIDED 1/2" CLEAR TEMPERED STOREFRONT GLAZING SYSTEM W/ BLACK CO M.b - d © M. ANODIZED ALUMINUM CHANNELS. SEE SHEET A6 FOR ELEVATIONS AND ADDTL rn .©-- — = :.• O 1912 INFO. LUCKY* BRAND TENANT-PROVIDED FULL VIEW OH SECTIONAL DOOR. SEE SHEET A6 AND El 4. MO N. �; ALL._. . � 74, - 36" MIN 4'-1" 5'-1" It(3) SID i I"4"1111111111101 I , 10 DOOR SCHEDULE FOR MORE ADDTL INFO. • SIDES WASHINGTON SQUARE La © © CLEAR CLEAR y. ,,m rd, f Q la I I 11 GC TO PROVIDE BLOCKING IN SOFFIT ABOVE FOR ALL WALL FIXTURES. SEE MALL j / DETAIL 4/A3.1 COORD. W/ MILLWORK VENDOR. WALL FIXTURES ARE I 8 Q 0 I I m I FLOOR-MOUNTED. al • ©� ' : 976 SW . ��� / I j ` i 12 ALIGN FACE OF WALL WITH FACE OF GYP BD SOFFIT ABOVE. SEE SHEET A3. r ER ...,...............,.... ..... .............._....:�..; _ _: WASHINGTON SQ ROAD 17 ip 6 ��.�-I m B ' TYP i © I 13 EXG COLUMN AND BRACING TO REMAIN, INCLUDING ENCLOSURE. IF NOT TIGARD OR 97223 5-1 ; 0 101 • 0 ALREADY EXTEND GYP BD ON BOTH SIDES TO DECK. 1- 7 '� I I • BOTH 0SIDES ° .W ® ^ / I I I DISPLAY � I a © I� J r .0 , 0.1 o I�I LOCATION OF DOOR BUZZER AT 42" AFF. CONNECT TO CHIMES. SEE = I v r 'i TSI I LLI �� 113 26 r ;; 14 ELECTRICAL SHEETS. SPACE #F03 can \ .� '' `� " V 411111- 13 acoo �.,.,.. -, •.•�,� ——— _ - PROVIDE CHIME, INSTALL AT 8'-0" AFF. ro emu, I *IP , 1 a N 3'-1 1/2" I ,ti I I I N I I 16 PROVIDE CHIME, INSTALL OVER BACKWRAP AT CEILING HEIGHT. SPECIALTY DESIGN v = o O al 0 © R.O, TYP I c� o N ;� 1 o I q r I 17 ALIGN FACE OF NEW PARTITION W/ FACE OF EXG PARTITION. ENSURE SMOOTI- IHALLWAY ;:; TRANSITION FOR NEW FINISHES. - �, a SERVICE 2 4 6„ III �' A. ;;; SHEET TITLE: 73 J TYP ,�, • 1 ® 19 n DIMENSION MEASURED TO FACE OF STUD FRAMING. U O FLOOR PLAN , I 1 ff •i w4 —±_ ---m"421 rz is K. — __ *di ir ——— _. ' ,___..__ '� FLOOR-MOUNTED BOX COLUMN TO SUPPORT BOX BEAM ABOVE. SEE DETAIL 23 4 oil 19 AND NOTES cr 1/1 N p_ / / F ALL (3) A. >. 1 as © / A, N © v 2 SIDES m FP ;.;�� 20 MOUNT ALL ELECTRICAL RECEPTACLES AT 18" AFF, UON. rnVag I .i ` - iii • ..u1:liilihI I FITTING / I ` M� • ii 21 EXG STRUCTURAL COLUMNS TO REMAIN. REVISIONS: a ©� I r 2 4 / 2 4 / Y\ - /) / `-� / '' i�=� PROVIDE SLOPE AT 2% MAX. AT FLOOR TRANSITION AS REQ. SEE SHEET A4 NO: DATE: BY: _ — — , - — •.. ._ • — —1 -- — — I O 22 FINISH PLAN FOR MORE INFO. 4.6.18 PERMIT SET o � �r T O ADJACENT TENANT O i► PROVIDE SURFACE-MOUNTED 1x6 FIRE-RETARDANT WOOD BLOCKING AT WALL • O 23 FIXTURES LOCATIONS. SEE SHEET A2 FOR FIXTURE PLAN AND DETAIL 5/A5. m 8'-4" 7'-6" 12'-10" / j HOLD HaLD 2FLOOR-MOUNTED BOX COLUMN TO SUPPORT BOX BEAM ABOVE. SEE DETAIL Z � 5 -2" // 5 -2" /�, 5 --2" � 1 -8" 8'-8' / 3'-2" f 12 -10„ 1 -9" 4 9/A1.1 FOR BOX COLUMN DETAIL AND 10/A1.1 FOR BOX BEAM DETAIL. CLEAR, HOLD HOLD CLEAR, HOLD A COCt 16'-4” 48'-O 1/2" 3'-10" "0 D P+ '' Y 0 OR 0 S CTT.N . 100" ' R AH /F -E 1E• . y- / 2 ' CLEAR REQUIREMENTS. ) J PROJECT NO: 18028.001 0 2 LOCATION OF CHELSEA SWITCHES, AND SECURITY KEYPAD. SEE ELECTRICAL j = SHEETS FOR MORE INFO. DRAWN BY: EBC NORTH 1 FLOOR PLANC.) 27, AUDIO TO ADD WHITE VOLUME CONTROL MOUNTED AT 48" AFF. ) A 1 Al 1 4N = 1=_0N COPYRIGHT BRUCE H. CARLSON ARCHITECT, PL.LC 202 M F9 In PARTITION SCHEDULE .r . M BEAM CLAMP, 6 SYMBOL PLAN DESCRIPTION REMARKS aFEDRUswsoTSBRUCE M. EXG DEMISING WALL/ INTERIOR PARTITION TYP AT EACH END. (SPACING OF EXG JOISTS) CONSTRUCTION TO REMAIN. PATCH ANY HOLES TO A,B,C ENSURE NOto CARLSON cv O ENSURE 1-HR PROTECTION WHERE REQUIRED. ---.......\\ PENETRATION TO architecture • planning • interior design A ExG DECK. BRUCE M. CARLSON ARCHITECT, PLLC • ' `\ " v AL STUDS W/ 5/8" GYP BD BOTH SIDES TO TOILET ROOM 804 WASHINGTON AVE. N., SUE 208 I , © ‘..11'-0" AFF. RETURN GYP BD ON TOP, NO OPEN ENDS. __ c n ...N., MINNEAPOLIS, MN 55401-1330 a �� S TUD SPACING SCHEDULE FOR SPACING REQ. UNISTRUT P5000 HS ® 6'-0" �� WALL TYPE PER PLAN. PHONE: (612) 547 -1300 QS OC. AFFIX TO TOP CHORD OF�� CiTEXG DECK TOILET STOCKROOM FAX: (612) 547-1301 T TRUSS WITH UNISTRUT BEAM 0 3 5/8" METAL STUDS W/ 5/8" GYP BD ON ROOM SIDE CLAMPS AT EACH END. , DO NOTz J MOLD TRIM. PROVIDE MTL CONTACT: CO RY B I LLIG ONLY TO CEILING AT GYP BD CEILING LOCATIONS OR TO " ATTACHED a TRANSITION STRIP. chilli @cmarch.com e___ 3 5/8 X 20 GA MTL STUD- x COVE BLOCK. 9 " ABOVE CEILING AT ACT CEILING LOCATIONS. SEE SECTION ATTACHED TO BOX TO BOTTOM HMFRAMEBEYOND`1- STUD SPACING SCHEDULE FOR SPACING REQ. CHORD OF ❑ WATERPROOFING PER LL TRACK WITH (3) #10 SCREWS. EXG TRUSS o p 1__-,-- -- - DOOR. SEE SCHEDULE FOR METAL STUDS INFILL WALL W/ 5/8" GYP BD BOTH.f/ OR DECK I in CRITERIA / DESIGNATION AND FINISH. / SIDES TO DECK. THICKNESS & WALL TYPE TO MATCH 3 5/8 X 20 GA MTL STUD o o Vi V1 /�/'7 EXG. WALL CONSTRUCTION, INCLUDING RATING, AT A DIAGONAL BRACING AT 14,,3666M F R6 -0 OC MAXDEMISING WALL. SEE STUD SPACING SCHEDULE 0 �� o �. ,?SPACING REQ. G ��— EXG SUB FLOOR. v 3 5/8" METAL STUDS TO DECK W/ 5/8" GYP BD EXG STEEL JOIST a 4 co BOTH SIDES TO CEILING AT GYP BD CEILING • ° a 1 . O LOCATIONS OR TO 6" ABOVE CEILING AT ACT d • CEILING LOCATIONS. SEE STUD SPACING SCHEDULE vb a FOR SPACING REQ. 2 DIAGONAL BRACING CONNECTION 5 COVED VINYL BASE 8 VINYL TO CONCRETE 6"+2 1/2" METAL STUDS. FINISH MALL SIDE W/ �zAW ro BR1 OVER 3/4" FRT PLYWOOD AND TENANT SIDE A SCALE 1 1/2" = 1'-0" A l •1 SCALE 3" = 1'-0" A 1 .1 SCALE 6" = 1'-0" © wying ❑ WITH 5/8" GYP BD. SEE ELEVATION SHEET A6 FOR .2\ BRICK PATTERN. SEE STUD SPACING SCHEDULE FOR SPACING REQ. 3 5/8" METAL STUD PARTITION • 2 1/1" METAL STUDS W/ 3/4" FRT PLYWOOD TO GYP O - BD SOFFIT ABOVE .FINISH WITH BRI THIN BRICK. SEE ELEVATION SHEET A6 FOR BRICK PATTERN. SEE STUD SEE FLOOR BOX COLUMN, SEE STRUCTURAL to SPACING SCHEDULE FOR SPACING REQ. PLAN FOR MI SHEETS FOR ADDITONAL INFO SEAL: PARTITION TYPE !r NOTES: - r+` 1. CONTROL JOINTS © 30'-0" OC OR AS REQ AT GYP BD ASSEMBLIES. SALES DISPLAY 2. ALL GYP BD TO BE TAPED, SPACKLED THREE (3) COATS TO LEVEL 4 FINISH AND PRIMED FOR FINISH. I L 3. SEE WALL PARTITION DETAILS THIS SHEET. I'--I - ,' 4. BOTTOM PLATE OF ALL INTERIOR PARTITIONS TO BE ATTACHED TO FLOOR WITH 'HILTI' X-U POWER DRIVEN FASTENERS (ICC-ES #ERS-2269). BEAM CLAMP WITH 5. DRYWALL SCREWS TO BE 'GRABBER' ILL ER-5280 CHANNEL NUT, (SPACING OF EXG JOISTS) �y 9 BOX COLUMN DETAIL r��, 6. SEAL ALL JOINTS AIR TIGHT AT PARTITION AT PLENUM SPACE. DUCTWORK WITHIN PLENUM FASTENED INTO v SPACE SHALL BE IN COMPLIANCE WITH UL-723 AND SHALL BEAR "FHC 25/50" MARKING. WEB OF TRUSS, Al .1 " I " BRUC M. CAR�.SO C`= PROVIDE UL-CERTIFIED PLENUM CABLES. TYP AT EACH END. SCALE' 3 = 1 -Q a--- ENSURE NORRKS: ® A. ENSURE 1-HR PROTECTION AT INTERIOR TENANT DEMISING WALLS. PENETRATION TO NO 3112 B. IF NOT ALREADY, EXG PARTITION TO BE TAPED AND SPACKLED TO LEVEL 4 FINISH TO EXG DECK. -.fir cp of ;P AFOLlS, MFNNESOTA DECK. GC TO VERIFY EXG CONDITIONS PRIOR TO BIDDING. 1 ; �,� I_ „L.-, e1/4,Q' C. IF NOT ALREADY, PROVIDE 5/8" TYPE 'X' GYP BD AT TENANT SIDE TO DECK ABOVE. GC UNISTRUT P5000 HS ® 6 -0" `'„1 EXG DECK 3 OC. AFFIX TO TOP CHORD OFI.- 3 5/8" -o TO VERIFY EXG CONDITIONS PRIOR TO BIDDING. N r, / �r �- BOX BEAM, SEE STRUCTURAL Y vi TRUSS WITH UNISTRUT BEAM / x DO NOT METAL STUD SHEETS FOR ADDITONAL INFOW CLAMPS AT EACH END. ATTACHED WALL TYPE PER PLAN. FRAMING TO W aC) z TO BOTTOM DECK P 1 " Z 20 GA SLIP TRACK W/ 1" MIN 3 5/8" METAL ;'•1 j) ? ' i / Q OVERLAP. (1) #10 TEK SCREW EXGTRUSS -/ES/3 ARCHITECT ii © EA STRAP BRACING. (VERIFY OR DECK —� STUD FRAMING I 44 4 EXACT CONDITION ® 6'-0" OC.) z • TO STOREFRONT ATURE r STUD SPACING SCHEDULE WALL a CONTINUOUS 3 5/8" X 20 SEE DETAIL 62 DATE ISSUED 7 4.6.18 o WALL HEIGHT STUD SPEC STUD SPACING GA TOP TRACK. �_ `-,- - 1/A1.1 FOR #10 TEK -----...\ o CONNECTION SC2 SCREWS AT 3112 0 0'-0" TO 1D'-10" 3625125-18 (25 GA) 1'-4" EXG STEEL JOIST AT SLAB. ° • 16" OC REG. NO. °r° 4 p A rteEXG SUB FLOOR. SEE RCP FOR11 [1 IIIIIIIIIII / 10'-10" TO 12'-5" 362S125-33 (20 GA) 2'-O" SEE PARTITION SCHEDLE ON OPENING m FOR GYP BD HEIGHT q HEIGHT 0 12'-5" TO 13'-6" 362S125-33 (20 GA) 1'-4" LUCKY* BRAND SALES DISPLAY 1 e` O 13'-6" TO 15'-6" 362S125-33 (20 GA) 1,-0" 3 INT PTN AT DECK CONNECTION 6 RUBBER BASE ' lo it ' r - r 1 WASHINGTON SQUARE i 15'-6" TO 16'-11" 362S125-33 (20 GA) 1'-0" A1 .1 = " A1 .1 " " A1 .13" = " MALL SCALE 1 1/2" 1 —0 SCALE 3 = 1 —0 SCALE: 1 —0 cn a, 16'-11" TO 19'-8" 3625125-54 (16 GA) 1'-0" c9716 SW .3 0 19'-8" TO 26'-7" 5005162-54 (16 GA) 1'-4" WASHINGTON SQ ROAD TIGARD, OR 97223 A Q Id WHERE PARTITION IS SPACE #F03 v) PERPENDICULAR TO DECK RIB: cc • PROVIDE NEOPRENE DECK o CLOSURE AT NON- RATED PARTITION SPECIALTY DESIGN L.Q • PROVIDE FIRE STOP 1 SEE PLAN CLOSURE AT FIRE RATED -� PARTITION 1 SHEET TITLE: 7.3 SALES MALL , 25 GA RUNNER WITH 2" PARTITION SCHEDULE CONCOURSE ��+++++' + EXISTING TO METAL DECK WITH '+;+;+;+;+;+;•••••+;+• + ROOF AND DETAILS LONG LEGS ATTACHED •+++• ++++• BRIDGING PER STUD ,.+��+•++••••+•+•••+••••+• STRUCTURE 3/8" FRAMING SCREWS 4,:•:•:•:•:+:+:+:+*+:.-.: 777 MANUFACTURER cr FLOAT CONCRETE UP TO BE LEVEL PROVIDE CLEAR ALUMINUM ....+.,.+.+.+ ul RECOMMENDATIONS. WITH CERAMIC TILE. CONFIRM THAT / ;;;!�;,•i��„••�, - - B.O. DECK 0 o - 20 GA MTL STUDS SLOPE COMPLIES WITH LOCAL SCHLUTER STRIPS AT EDGE OF STANDARD RUNNER ; ”_ _:____ ____. -•' • ACCESSIBILITY STANDARDS. SLOPE r VER HEIGHT rn AT 16" OC MAX. MALL TILE. FREE TO SLIDE IN SEE SHEET NOT TO EXCEED 1-UNIT VERTICAL LARGER TRACK REVISIONS: n 10 TEK SCREWS 5 8" TYPE "X" GYP _ �� AND 2-UNITS HORIZONTAL. 5/8" TYPE "X" GYP BD # / A4 FOR � N0: DATE: BY: (1 PER SIDE) AT BD. " ON BOTH SIDES OF METAL ^ WALL FINISH 2 1/2 X 2 1/2 X 5 STUDS TO BE 5/8 / 4.6.18 PERMIT SET EACH STUD PER • GA GALV STEEL L W/ " 5/8" TYPE "X" GBD. SEE PLAN BELOW METAL DECK, DO o ICC-ESR #1976. �� 20 GA CHANNEL SHAPED EASED EDGE SC1 NOT ATTACH TO 2" LONG . GALV STEEL RUNNER WITH 1" _ : : ;. c� MIN LEGS, ATTACHED TO 77-+MALL /•/ -! / METAL STUDS TO BE LEG RUNNER. SEE SHEET o • o0 •4 FLOOR WITH FASTENERS C� 24" ZB1 i 2"x5" POPLAR WOOD, a � ' ":� LESS IN LENGTH THAN '—� � / ` � Al FOR GYP BD HEIGHT. PAINT GRADE. PAINT P6 . a i•. o L OC MAX PER U.L. #U419, EXG `� 4 z TOTAL HEIGHT OF WALL. BRIDGING PER STUD z a ICC-ESR #2269, AND I.C.B.O. 1 SC1 ! SUB ° Z Q SEE SHEET Al FOR SIZE MANUFACTURER < #2388. f ; FLOOR. �� • AND SPACING. RECOMMENDATIONS co -, a EXG CONC a Q< EXG OR NEW CONC 4 . Y SLAB. SEE SHEET Al. ° b SLAB `� `� a U NOTE: USE SLIP CONNECTION AT ALL LOCATIONS WHERE PARTITIONS ARE THRU TO STRUCTURE. FIRE RATING NOT PROJECT NO: 18028.001 J REQUIRED AT ALL WALLS, SEE PLAN FOR RATED WALLS. DRAWN BY: EBC 1 WALL CONNECTION AT SLAB 4 TRIM DETAIL AT WALL BASE 7 CONCRETE TO TILE 11 WALL CONNECTION AT DECK A 1 .1 SCALE 3" = 1'-0" A 1 _l SCALE 3" = 1'-0" A 1 .l SCALE 6" = 1'-0" A 1 .1 SCALE 3" = 1'-0" A 1 • 1 COPYRIGHT BRUCE Al, CARLSON ARaiITECT, PLLC 2018 Ati- ) Z CY) . .„ „. ., (71 (3.0 FIXTURE PLAN KEYED NOTES .;, x. , ,sem M. 1 REMOVABLE BAR-INSERT CABINET. CARLSON o co ET) I I ADJACENT TENANT I I architecture • planninginterior design n STORAGE UNIT BY STOCKROOM SHELVING VENDOR. GC TO ' t� I I COORDINATE WITH VENDOR. VENDOR TO SUBMIT FINAL LAYOUT DRAWINGS, APPLICABLE DETAILS AND STRUCTURAL INFO FOR LBJ BRUCE H. CARLSON ARCHITEC , PLLC 'a' -cD _ _ _ APPROVAL. ALL 30" WIDE UNITS (FIXED AND MOBILE) TO HAVE 1 800 WASHINGTON AVE. N., SUITE 208 •- 9 - r : PEGBOARDS INSTALLED ON ENDS, SUPPLIED BY VENDOR, INSTALLEDMINNEAPOLIS, G S MN 55401-1330 a 0 ® I ® I / 11 / " l' l//, BY GC. PHONE: (612) 547-1300 J `�/ - I� If.. __: / - / I PAX: (612) 547-1301 a • I / i0 / T/ - •- - - U �� ' u ELECTRICAL PANELS. SEE ELECTRICAL SHEETS. FIT �ING1MED OLD iNKEW OM* <M> v 01^FITTING $ A FITTINGo o0 ONCONTACT. b I h8N � � �? _I _I _InGC TOER ECURED FNAG R'SSKTO WALL W/ CLEAT. UNIT REST BILLIG 14c i lig®cmarc .com -o II! < HD > / \ < HD > is " <FT6> <WFT6> u <RR2 " DATA. SEE 6/A5.2 FOR DETAIL.CABINETS. GC TO PROVIDE POWER AND / 3'-6" ' 3'-6" 3'-5 3/4" 3'-5 3/4" 3'-5 3/4" 3._7" • fl:ci iii �fiii __ _ �. " ° • �_-_ - �` 0 i' : n REFRIGERATOR AND MICROWAVE (STACKED) IN FIXED SHELVING. GC --- --' 0 ...... ,.. __. I-1 ;-_ - TO PROVIDE DEDICATED GFCI OUTLET. Sk I. fi PROVIDE 44 3/4"W x 72"H MIRROR AT 36 1/2" ABOVE BOTTOM 7 b - is.______, � �i�Yl'[:+ � � � � ---- :•• � LEVEL OF WALLCASE. VERIFY HEIGHT OF BAR INSERT CABINET PRIOR l I I I FITTING ALCOVE III 1 I ' ' ` TO INSTALLATION. II o N./ »D ( I �;;.�� I-II �MCWI� �MCIVI� \ ;t ^ PVC DRAWING TUBE (04" x18"H) BOTTOM TO BE GLUED SHUT. GC TO �"� Y F!' �5 - o PLACE MOST CURRENT SET OF PLANS. �_-__..-..__..!. _ I I n LOCATION OF DATA STORAGE. SEE SHEET A5.2 FOR ADD'L INFO. I _ f r , � Ij,. ‘. . RR2 RR2 li►D 1 TN6 FOP,--- I �RR2� 6h A. — o I 9n WATER DISPENSER, NO PLUMBING REQ. �\ L 9 ;i; 1 o I IHII I 'yi,I, ::: 0I i+•� 10 UNDER COUNTER FRIDGE. �� �FT� I I i 11 GC TO PROVIDE SHEET METAL BACKING AS REQ BEHIND 3-WAY -I- / e r -- - I MIRROR, -1- i INCLUDING POWER. SEE SHEET A5.4 & ELEC. SHEETS. I I �RR2> F \ n o ( 12 INSTAL SAFE WITH SUITABLE ANCHORS IN CONC SLAB. El[1 1 `Z I -, I ao R754 ) 113 r r—I .--5 _ 1 o lx * n LOCKERS, SECURED TO WALL. SEAL: CL.A-, \ V L-11-1 I ` I 1 I L ink `\ /A 14 34 1/2" X 15" CASHWRAP INSERT. I I 3 L r O \ 0 P4/ _1, .., gi x - _ ARC — ,r2 1 ' p) , ,_,L_ A ^ Cr<S9-) o / L 1111 1111111111ff IIlC1111111111111 1111111111 1111 \\ \ .,,),, ."' — \— ---\1 -1_ _ __ 44 I I I2 TYP (5) \ \i\II �-F 14 ., ,/ I I /Rc/ .� I z — RR2 _ - I C. BRUCE i�l. CARL .1?>SOtti(C:t,IL:- GENERAL NOTES Q ;�� °� � � o I VV z \ iJtH I I X40. 3112 o v 1.;i 10 I I 1. GC TO PROTECT FLOOR AND WALL FINISHES FROM DAMAGE WHILE MINNEAPOLIS,MINNESOTA el I $ I Qi4IFfNE> STORING AND DURING PLACEMENT OF THE FLOOR FIXTURES. ro I,,' OE r I aye, P aI �� I = I 2. CONFIRM W/ LUCKY BRAND CONSTRUCTION MANAGER THAT THE PLANd I .4 6 `` 00 ® I I OF OH IS CURRENT BEFORE PLACING FLOOR FIXTURES. nn F ' �� - - - - - - - - - F I '` . I" SECTIONAL �J- • 0 or !" .. 6 / I ® I I I DOOR ••- I f - 7 ‘D / /CT/ -- 3 V El i r -1 r L �S'�a ►C� /771.z-A- SON ARCHITECT �.� i ei � I I I x © l,:, ` o �� /1:,02/ I o Ii a HM I. -I 0 - - /SIGNATURE N I , ':1 ! -'I� -F-Thal I I 4'-0" L 3 -6 - - < ir ' 1 r:��}aiL_ H I 1OLD � f <RR2> 5 II r:isLrvE H I I I I DATE ISSUED o _ -. _.__ _—I II 36” r'+.Ire I ' - J \ l1IIIutIJHhIIIIIIIIIIIrffIJHIIIiIIIIIIIIIIiIIIIIiIIIIIII II I I3112 ^ -O" T-D" I 5'-O" I I REG. N0. o �� _'I I i _ _I L co SERVICE ® r.,i;: :1.F' �,OrJ'' F t CO* lili 111. 1 a CORRIDOR � 3'-1 1/4" ,�.'� ��\� < T0° o - -- - -- _-. _ •61 I � - - - ® 36 MIN ^��O 1010111111111111111) - 1 il I LUCKY* BRAND _71- I�; SALES AREA - MALL CONCOURSE WASHINGTON SQUARE x R754 J / :=(,-;<cn E 64 I I 4 / II MALL I � � � 1 I 0E.„ ......, 9716 SW B - Bi‘ ii 0 < M1 I v v WASHINGTON SQ ROAD FITTING ;; i �� �� ^ a I TIGARD, OR 97223 :•t I . I i I- I 2),1%1 0 HD > liNvalr"—�.W ® , U< : "' SPACE #F03 ar AISI IL '• • 1:-;•wx...:...K i❖i =•1: -- - Toro, I _ % ix - I Nj:::, ` 5'-O" , �\ , , O •. I II I I -_ I SPECIALTY DESIGN C v 1N___ N L--— J me - SHEET TITLE: In J - - - - 3'-O" /, 11 EQ EQ m 3'-O" �3'-6 1/2"� L3'-6 1/2" FIXTURE PLAN CT 7in /C01/ LI c ( HO >' �_ � HD �. 1 � � HD �� -I _I \/ I MIIIIIIIMIIIIIMIIIIIIIMII �, /CH1/ /CH1/ /CH1/FITTI •~ - liiiir iii rim 7711, :::,74/7%,i):7 ITTI� FITTIN // REVISIONS: 3 - - - 1 / NO: DATE: BY: A 4.6.18 PERMIT SET cd ADJACENT TENANT N 0 c0 r 0 Z IX CO >— PROJECT NO: 18028.001 U jDRAWN BY: EBC c NORTH 1 FIXTURE PLAN (1) A 2 A2 1/4° = 11_0" COPYRIGHT IBRUCE M. CARLSON ARCHITECT, RIC 2018 fill SALES FLOOR FIXTURE SCHEDULE STOCKROOM FIXTURE SCHEDULE i, Lo TAG PLAN SYMBOL DESCRIPTION NOTES QTY ** TAG PLAN SYMBOL DESCRIPTION NOTES QTY ** TAG PLAN SYMBOL DESCRIPTION NOTES QTY ** BRUCE M. 00 _ _ _ CARLSON N RR2� 111 II.,. 21" HANGER architecture . planning . interior design r ACCESSORY TABLE WITH ROLLING RACK - 39" --- 9 LB ® MANAGEMENT SYSTEM - --- 4 LB in K AT > DRAWERS AND HANG --- 1 TR WALL MOUNTED, 30"H BRUCE M. CARLSON ARCHITECT, PLLC BARS. 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1330 �, — ROUND TABLE WITH 3 2 TR BULLETIN BOARD - _ o <RT54> NESTERS --- < BB > ,� --- 4 LB PHONE: (612)541371-1_1L31: 541'11301 30 Hx36 W ) 24"X21 <CDT} r,----- CURVED DENIM TADLE 1441 - 0 TABpNa;G FOLDING TABLE - --- 1 CONTACT: CORY B I LLI G FEATURE TABLE - VENDOR TO PROVIDE HANGBAR. 24 x26 cbilligC�cmarch.com SIMINNOMMI <FT6> I— —I „ WHEN NOTED, PROVIDE 34 1/2” X 15" 4 TR 32'x72 21"X24" L _ J,, CASHWRAP INSERT. KITTING iIIXO CART KITTING CART - 21"x24" --- 1 411fir FEATURE NESTER --- 6 TR TABLE - 26"x68"D{3 ® 1B-X23- MOBILE HANGER RACK - ( CD ) M1LE ENTRY TABLE TR MOBILE _-- 1 HANGER 1 8"x23" FEATURE TABLE - VENDOR TO PROVIDE HANGBAR. RACK ® n'— 32"x84" WHEN NOTED, PROVIDE 34 1/2" X 15" 2 TR 18•x41' 21" HANGER L_-__ CASHWRAP INSERT. ® SIGN CART SIGN CART - 18"x41" --- 1 I+TW , I MAN A�E1vIENT SY3TetvI - LB - FEATURE NESTER MOBILE, 66"H lialFfr TABLE - 26"x80" --- 4 TR 24"7(50" - - SIGN STORAGE --- 1 1� k� ® SIGN STORAGE - 24"x50" ( 1-16 } u ri p,1 G BAR LIS 41-X95" MOTO TABLE 24"X51" WORK TABLE _ 10-FT CASHWRAP WITH <MT ) MOTO TABLE - 1 Lg \ i WORK TABLE - 24"x51" -- 1 41"x95" Il 7 ® °— -1 I- ° I PULL-OUT ACCESSIBLE --- 1 TR LJ I I I COUNTER 30"D FIXED SHELVING VENDOR TO PROVIDE HANGBAR AND T > T-STAND HANG BAR --- 4 LB UNIT Ingt • GLASS CUBE SHELVING AS SHOWN ON ELEVATIONS. 2 NN - SEAL: GC TO PROVIDE ALL GLASS INSERTS. WATERFALL TABLE - 32"x72" -- - 3 TR <WFT6> -..-..-.__.._........"_� I 30"D MOBILE SHELVING UNIT 28"x84" FIXTURE GC TO SUPPLY & INSTALL BEVELED WATERFALL NESTER LUCKY BRAND JEANS WILL PURCHASE STOCKROOM if:t, iilia MOUNTED MIRROR WITH MIRROR - 26 1/2" x 82 1/2" 2 NN QNFTN� TABLE - 24"x60" --- 4 TR - SHELVING FROM MOBILE MEDIA, GC WILL RELEASE `' METAL CASE MATERIALS,COORDINATE DELIVERY WITH PIPP AND INSTALL. , e ! } ' ' i cm T HOOK MULLION MOUNT AT IN-BETWEEN END OF WOOS 4 " HCM CWf-T7�- WATERFALL TABLE - TR WALLCASE. A 32"x84" 4B" iv:, CARLSON (r P, �� �' 15"D FIXED SHELVING 28"x84" WALL MOUNTED GC TO SUPPLY & INSTALL BEVELED WATERFALL NESTER UNIT BRUCE ' " ® MIRROR MIKKU#< - 2b ¶/2 x d2 1/2- 141 — TNS TABLE - 24"x72" TR !',163.:11111111. l�O. 31 12 �'36"x84" WALL MOUNTED GC TO SUPPLY & INSTALL BEVELEDPJN , ,rp �I NEAPOI_IS, tIj� w T �•' MIRROR MIRROR - 34 1/2 x 82 1/2 �; ;� � „ � 1 k Y l'( 1 -)'8 ���� 4 xS PI AIFORM NN Rcx4. ' , 42"x78" ALES AREA GC TO SUPPLY ` INSTALL MIRROR & (� lam' 4. OF a\) ® MIRROR W FRAME FRAME - SEE 6 A5.5 2 GC � • 1 1- ® t MIRROR MOBILE CASE MIRRORGC TO SUPP8 %4INx 70L3/4VELED 3 AM FITTING ROOM FIXTURE SCHEDULE B. 0 lot ' ` 'SO/ HITECT '� ' 4' 4' PLAT-RORM --- -- ** �a` m NN TAG PLAN SYMBOL SFS TIQ � NOTES QTY VENDOR TO PROVIDE HANGBAR AND �1i a :L (MC4I) METAL WALLCASE - -- AKA BUILT-IN ACCESSIBLE SIGNATURE r 6 SINGLE FIXED UNIT SHLLVIN(� AS SIIUWN UN ELLVA HUNS K BN > 1 BENCH - �ISEE 6/A5.5 FOR DETAILS 1 GC DATE ISSUED 4.6.18 o r 20 Dx48"Wx17"H / 00 METAL WALLCASE - VENDOR TO PROVIDE HANGBAR AND -_ - - - v�.-� - 3112 N ® SINGLE MOBILE UNIT SIILLV1N( AS SI1UWN UN .LLVA I IUI�S A�� I I FITTING ROOM DOOR REG. NO. co S.IT > I i SPECIALTY €E\A LRY NN HD ) 4 HOOK --" 7 HCM L I TOWER _ - m �r _ FITTING ROOM WALL 1' 11 METAL WALLCASE - VENDOR TO PROVIDE HANGBAR AND '�'�� --- 7 HCM <MC4D> DOUBLE FIXED UNIT SHELVING AS SHOWN ON ELEVATIONS 6 AM H� HOOKS LUCKY*+, BRAN D o a c OUTLET DISPLAY ( M1 � J 30"X66" FITTING ROOM C TO SUPPLY & INSTALL MIRROR & G� WASHINGTON SQUARE �OWP1� -� PLATFORM - 36 Dx96 W --- 4 MIRROR W/ FRAME 1 F'AM - SEE 6/A5.5 MALL METAL WALLCASE - UCD +` o SINGLE FIXED UNIT, VENDOR TO PROVIDE HANGBAR AND 24 AM �) y iniE& MIDSECTION (NO END SHELVING AS SHOWN ON ELEVATIONS GC TO PROVIDE J-BOX AT 66" AFF PANEL) M5 / TRU bCYd 3 WAY MIRROR' CENTERED AT MIRROR. SCC SHEET 1 LD cp.. VENDOR TO PROVIDE HANGBAR, 1 �� l/ A5.4 FOR BLOCKING REQ. 9716 SW LI v <WC4> WOOD WALLCASE SHELVING, TRIMS & CROWN MOLDI G, 6 HCM WASHINGTON SQ ROAD COORD. WITH LBJ. I FURNITURE SCHEDULE TIGARD, OR 97223 Q PPM I L.LIl4LC PA,rlK - 27" LB TAG PLAN SYMBOL DESCRIPTION NOTES QTY ** U w SPACE #F03 CL v' ® i� BAR STOOL 014" - LOW 6 LB 0 FIXTURE GENERAL NOTES o - "RESTORATION SPECIALTY DESIGN ti 0 HARDWARE" - 1940'S 1. GC TO INSTALL ALL FIXTURES. �� LEATHERFRENCH CLUB MUSTACHE CHAIR, 2 LB IIII SHEET TITLE: 0 2. ** FIXTURE PROVIDED BY: COLOR 'ITALIAN m • AM: AMUNEAL BROMPTON COCOA'. FIXTURE, FURNITURE 0 • GC: GENERAL CONTRACTOR `v • HCM: MILLWORK VENDOR AND EQUIPMENT SCHEDULE cn • LB: LUCKY BRAND 7-FT 1 LB • NN: NICONAT /C01 "RESTORATION HARDWARE" SAVOY o • TR: TRIAL LEATHER SOFA, COLOR /CO2/ 'VINTAGE CIGAR'. 6-FT --- 1 LB REVISIONS: s 3. GC TO COORDINATE W/ OWNER'S VENDOR FOR DELIVERY DATE & INSTALLATION REQUIREMENTS; u, GC TO PROVIDE LABOR & FASTENERS TO INSTALL LUCKY BRAND PROVIDED PROPS. NO: DATE: BY: I3 ® i BAR STOOL 014" - HIGH --- 5 LB / \ 4.6.18 PERMIT SET ZS a 06N 0 m COFFEE TABLE - 27"x48" --- 1 LB d z 12 CO PROJECT NO: 18028.001 D /RG/ RUG -- 14'x10' --- 1 LB j DRAWN BY: EBC c 1A2 1 • COPYRIGHT BRUCE H. CARLSON ARCHITECT, PLLC 2018 B B (AAS C_)EQ EQY ,RCP KEYED NOTES TYP TYP • 1LOCATION OF SECURITY CAMERA, TYP (8), SEE SHEET A3.1 FOR BRUCE M. 2x2 ACT CEILINGeii ,... CL2 GYP BD SOFFIT ACL1 ii SCHEDULE. TYPE AND MOUNTING HEIGHT. CARLSON m e m 0 13'-O" AFF AT2 ID m TYP, 0 10'-0" AFF P3 MOUNT TRACK LIGHT TO INTERIOR FACE OF BULKHEAD. architecture • planning • Interior design -It- FITTING m mTypmUON E#7 ROOMS n DASHLINE INDICATES OUTLINE OF LOW PARTITION BELOW. BRUCE M. CARLSON ARCHITECT, PLLC _ _ _ _ _ _ _ _ _ _ _ - 1 AVE. N�40UITE 208 800 WASHINGTON — I I I T — _ EXG LIGHT/EXHAUST FAN COMBO TO REMAIN. ENSURE IN GOOD MINNEAPOLIS, MN 5 1-1330 III c_ u u u4 E 547-1300���:. � � , �.. _ .._-.. ..- �.•.�:��::� � � _ • . _ •, . ;�!�!� WORKING CONDITION REPAIR/REPLACE AS REQUIRED GC TO FIELD (612) PHONE: w o a >. ...: •.: ...... . 1 •` . •. : i - I . :, . . , •. .:: FAX (612) 547-1301 moiI w iiiiiirm...... . . `__��._J . . ��.r�Ar� ./41iII; VERIFY EXG CONDITION, IF NOT ALREADY, PROVIDE LIGHT FIXTURE F2 minAt /U Mit O alio. • �_ �' m /1 n RETURN SOLDIER COURSING AT STOREFRONT BULKHEAD• . CONTACT: CORY B I LLI G I E � �,, cbilligOcmarch.com I Q 3 I. I I [ _;t; ■■■■ ��_ []INSTALL CEILING TILE CENTERED IN ROOM AS SHOWN. IIIIII © __! , I I *� I I I OUTLINE OF SECTIONALDOOR AT OPEN POSITION. O gh Lb s I I 1: ■■■■ .. - A6 TL NE S TION. AMINE . 11 ® MEMO ®■■■ LOCATION OF ILLUMINATED "LUCKY BRAND" STOREFRONT SIGNAGE. Mill■ . . n.: ®MMI . f 3SIGNAGEUNDERSEPARATEPERMIT. COORDINATEW/ LL & SIGN1 VENDOR. Q EQ:1W ' EQIIIWII/IIIIIIMPIIIIMIIMEIMMM a‘41T.A EQ, TYP EQ, .•� I DI I •I inn . 10 9 CENTER LIGHT FIXTURE IN FITTING ROOM, TYP UNO. Lu I IllteNUM • . m m MEM 10 GC TO PROVIDE DISPLAY GRID. SEE A3.1, & A6 FOR ADM_ INFO. 1 6 - - r J— - - - - ■ - - - - - ■■■■-�, - -� 1 CENTER LIGHT FIXTURES AND ACCESSORIES ON CEILING GRID/TILES 1 pj ■■■®.. © AS SHOWN, UON. DIMENSIONS ARE SHOWN FOR GUIDELINES ONLY. 1111■■ • ' • I "� I I I ■■®■ I C PROVIDE UNISTRUT AND THREADED ROD AT 13'-O" AFF TO MOUNT ■■■■ GYP BD CEILING CL1 12 PENDANT LIGHT. PAINT UNISTRUT P9 . . . . . - + -- -- - 0 1.21-0" AFF P7 II ■■■■ 13 LOCATION OF WIRELESS ROUTER ACCESS POINT. SEE ELECTRICAL. ■■■■ FIBERG!_ASS ACCESS PANEL, PAINT TO MATCH CEILING FINISH. '' �• I ■■■■ 14 COORD. EXACT LOCATION WITH TENANT PROJECT MANAGER. SEE CL3 �EXG,GYP BD CLG � . .� � I » I I ■■■■ I DETAIL 5/A3.1. GC TO INCLUDE PRICING FOR TOTAL. P7 ® 7 -6 AFF, VIF �� o ■■■11 .. ; SEAL: : 1111■■ . I ®■■■ ITh 111/111111111111,1111111,6 ® 2x2 ACT CEILING ■ I M■■■ �ri AT2 • " ��� •: . .� ; '`° 011RCP GENERAL NOTES ® 13 0 AFF a D2 , 2x2 ACT CEILING CL2 CL1 GYP BD SOFFIT = � , a - -. y 0 16'-O" AFF AT1 1. VERIFY HEIGHTS AND LOCATIONS OF EXISTING OVERHEAD 4ill OBSTRUCTIONS. NOTIFY ARCHITECT AND TENANT IMMEDIATELY OF ANY � J� P3 0 i0'-0" AFF __ _ . • I .; . * co o . © •_0" .;-.' .. : SUCH OBSTRUCTIONS THAT MAY INTERFERE WITH STORE DESIGN. ' 11 «� 4'-i• I 12'-O" c�a I m 2. PROVIDE CEILING ACCESS PANELS IN GYP BD CEILINGS AS REQUIRED i - . I I I BY ENGINEERS AND FOR ANY EXISTING LANDLORD EQUIPMENT. PAINT' 14. .. : : AS ® ® 0 • TO MATCH ADJACENT CEILING FINISH. BRUCEM, CARLSON PP • 3. PROVIDE ADEQUATE CLEARANCES FOR DUCTS & RELATED ..,.... p; © -: _ I APPURTENANT ITEMS NECESSARY TO MAINTAIN THE SPECIFIED HEIGHTS Q �' 0. 3112 0 4. '�� I :: FOR CLG SYSTEMS & LIGHT FIXTURES ABOVE FINISHED FLOOR. + t { ® » to • I 11 r IllirslvEAPOIlS, �ilvt�E50TA pj I o I m I 4. PROVIDE HANGER AND SAFETY WIRE FOR LIGHT FIXTURES, SPEAKERS, CY •• "� I e AND AIR SLIPPY/RETURN DIFFUSERS (AS REQUIRED PER LOCAL CODE). 7' n c'C� 44. I c° III 10 N: 1l� I - - - OF BACKWRAP/OH O. F ` j�� • I I © o © Q I . SECTIONAL DOOR 5. ALL CEILING HEIGHTS INDICATED ON PLANS ARE FROM TOP OF FINISH II a.dr »j .. I 0 �E#6 I • 8 FLOOR TO UNDERSIDE OF FINISH CEILING UNLESS OTHERWISE NOTED. 7 -0. 11111111a I iv _4 - ���II� � Q Q I 6. ARCHITECTURAL DRAWINGS DETERMINE LUMINAIRE LOCATION AND �" Ni. ' ` S. 'CHITECT «j ® OTHER ARCHITECTURAL ITEMS AND SUPERSEDE ALL OTHER CEILING ` #1 «;.. .. 'IC 11 P9 APPURTENANCES, SUCH AS DIFFUSER LOCATIONS. 1 ,/,L l� v » I - • I VP » AT STEEL 7. GC TO COORDINATE EXACT LOCATION OF SPEAKERS WITH VENDOR. NATURE ANGLE 4.6.18 LANDLORD NOTES DATE ISSUED dr0 I I © 3112 » T. NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, OR REG. NO. m »: I 6 11 VP D PENETRATE THE ROOF DECK ABOVE. YOU ARE REQUIRED TO FRAME, co = ; . �n , ' Nil BRACE AND /OR SUSPEND, AS NEEDED, TO/FROM THE TOP CHORD Ell ® P �/ OF JOISTS OR STRUCTURAL STEEL WHICH EXIST ABOVE YOUR RESPECTIVE TENANT SPACE.N I I Mi. I �� 2. SIGNAGE MUST BE SUBMITTED UNDER A SEPARATE COVER FOR LUCKY* BRAN D 1 _ - - - — — 11. p .. - 11 I Y.■®■■� .``,�� LANDLORD REVIEW AND APPROVAL. ���� II Imo WASHINGTON SQUARE : ®®■� ® FIRE PROTECTION NOTES MALL I • 1111 'kj I 1. FIRE SPRINKLER/ALARM DESIGN, IF REQUIRED, SHALL BE CONDUCTED � M i I ■■■■ = BY A STATE CERTIFIED DESIGNER. 9716 SW •�•••••••:�:r»_:.•:.: ao • "i 1 :• Immo 2. FIRE SPRINKLER/ALARM CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ■■®■ ' 10WASHINGTON SQROAD � ; TO LANDLORD AND ALL APPICABLE CODE OFFICIALS AS REQ FOR NWIllii..11 " 2 _o" ! :oo®:;. L/ E s. TIGARD, OR 97223 IAPPROVA P RMIT1 Il � i • ■>41■® © 3. FIRE SPRINKLER/ALARM CONTRACTOR SHALL USE THE CEILING PAN W s I TYP ®■■■ FOR LAYOUT TO COORDINATE SPRINKLER HEAD LOCATIONS AND 0 : ice m C 1111 ' Iti ■®■■. ALTERATIONS OF EXISTING SYSTEM TO AVOID CONFLICTS WITH SPACE 4W03 6 I I I .■■■■ EXISTING CONDITIONS OR MECHANICAL AND ELECTRICAL SYSTEMS. ■■■■ 4. IT IS THE INTENT THAT SPRINKLER MAIN AND BRANCH LINES WILL _ •�__ _ •rk: •• --——_ ■ _ ■■■■ NOT BE RELOCATED. SPRINKLER HEADS WILL NEED TO BE ■■®® (RE)LOCATED AS REQUIRED BY CHANGES IN THE CEILING/STORE 1 �� T 1•• - f I DESIGN FROM THE CURRENT LAYOUT PER NFPA STANDARDS. SPECIALTY DESIGN CL2 k 2x2 ACT CEILING ;-EQ I 6' 0" w EQ I I I I o AT2 tt ' Q I ® QQ : .,.■■■■ I 5. WHERE NEW HEADS ARE REQUIRED: ® 13 0 AFF Ii11► /\ M I I i . ao • PROVIDE CONCEALED/FULLY-RECESSED HEADS WITH WHITE • Milli. CONCEALER CAPS AT ALL GYP BD AND ACT CEILING AREAS. SHEET TITLE: 111111011111/ �� „QQ or MAni II I I ■■■■ CENTER IN ACT CEILING TILE. m all I L'I -— — «: I , ■■Ill • PROVIDE UPTURNED HEADS AND EXTENSIONS AS NECESSARY AT __ _ KM � CEILING LOCATIONS WHEN SPRINKLER MAIN AND BRANCH LINES REFLECTED CEILING • I I L. ■■■■ f! 1%I ARE BELOW THE CEILING. PLAN AND NOTES _ »< i 'A �' ioe �8II " °° 1 • PROVIDE UPTURNED HEADS AND EXTENSIONS AS NECESSARY AT El pa 4 I I . ..... �` OPEN-TO-STRUCTURE CONDITIONS. 2 -f} ' : EWEN" 40 ° fl#5 #8E •-'4" O �;. • • : • ► �iiii : iiw TYP : . .. - REVISIONS: . - .. .. I. CEILING TYPE SCHEDULE No: DATE: BY: -" — — — -' — — - — — — — — — — — — — — r J SYMBOL DESCRIPTION 4.6.18 PERMIT SET A7 TYP IN EQ 3'-6" �Q CL1 5/8" GYP BD OVER 18 GA MTL STUDS 0 16" O.C. PREPARE 9 FITTING �TYI1 TYP 4 GYP BD SOFFIT CL1 FOR PAINT OR OTHER FINISHES AS NOTED. HEIGHT PER PLAN. ' ROOMS �j © 1O'-0" AFF Y P3 ACOUSTICAL CEILING SYSTEM. SEE 1/A3.2 FOR DETAIL. ENSURE GRID AND TILES ARE COMPATIBLE PRIOR TO ORDERING. ALL PIPES/CONDUIT/ DUCTWORK ETC. TO BE ABOVE CEILING IF POSSIBLE. ANY COMPONENTS THAT ARE TO BE BELOW CEILING CL2 . ARE TO BE GANGED, ',4;.*: LEL • k II ' -P ► i AR TO LEASE SEE SHEET A3.1 & A3.2 FOR LINES AND PAINTED P9 . SEE AT1 & AT2 IN FINISH SCHEDULES, SCHED ON SHEET A4 FOR CEILING SPEC. SEE MECH. FOR SPACE PROJECT NO: 18028.001 ADDITIONAL NOTESAND RCPAILS ABOVE CEILING USED FOR PLENUM SPACE. CONSTRUCTION DRAWN BY: EBC WITHIN PLENUM SPACE SHALL BE UL-723 COMPLIANT NORTH BEARING "FHC 25/50" MARKING. PROVIDE UL-CERT1FIED PLENUM 1 REFLECTED CEILING PLAN e SEE ELECTRICAL SHEETS FOR CABLES. SEE ELECTRICAL AND MECHANICAL SHEETS. EMERGENCY LIGHTS LOCATIONS EXG GYP BD CEILING TO REMAIN. PATCH/REPAIR AS READ. A 3 A3 1/4" = v,o. CL3 ENSURE SMOOTH TRANSITION FOR NEW FINISHES. • COPYRIGHT BRUCE U. CARLSON ARCHITECT, PLC 2018 M Tat Q n•" BRUCE LIGHT FIXTURE / ACCESSORY SCHEDULE SECURITY CAMERA SCHEDULE '0 TAG SYMBOL DESCRIPTION FIXTURE MODEL # LAMP MODEL # ATT FINISH MOUNT EXG RELO AAG SYMBOL DESCRIPTION FIXTURE MODEL # LAMP MODEL # A FINISH MOUNT EXG RELO NEW # LOCATION MOUNTING HEIGHT TYPE M. p ao 164 LBS MAX WEIGHT. 1� 'THOMAS & BETTS' - CARLON Q AD PENDANT - PROVIDED BY TENANT, GC TO 6Q BOT 7'-O" CM it I CHIME DH924, 4" WIRED CHROME -- -- WHITE SURFACEME 2 1 STOCKROOM 13'-O" AFF 360/PENDANT CARLSON c� 0 DRUM INSTALL. MAX AFF 1 BELL architecture • planning • interior design iii �� .1 .�i���, SUSPEND, T.0 :......... :.... ... A FIXED/ A SOLAIS - - 22 4 ♦ TRACK LIGHT W/ #X124/40/30K/1600/WH/J LED - INCLUDED 22 TRACK 11'--0":::- 213 2 STOCKROOM 12I-0" AFF WALL MTD BRUCE N, CARLSON ARCHITECT, PUC 1 , 'BRfKK' BY HOUZZ ID#: 25' TRACK HEAD SLA AFF, UON - . 800 WASHINGTON AVE. N., SUITE 208 104578493 .� BANGOR CEMENT LED A19 14.7, CEMENT BOT 0 7 -0 __ BOT © MINNEAPOLIS, MN 55401-1330 . Al O PENDANT ' 012 W/ 59 CORD BLACK 2700K AFF QEXIT EMERGENCY „ ko' / E *1 .'4 / EXITRONIX - ILLUMINEX ILX LED -- WHITE 8'-0" AFF, 1 5 3NM10'-8" AFF MTD PHONE: (612) 547-1300 4) ' METAL CHAIN ; LIGHT UON I FAX: (612) 547-1301 U _ .......... ww PM - ��� �' --� �� - - 4 — AFF CONTACT: CORY B I LLI G � � « 3-HEADS 'SOLAIS' - � INIM i0' 8" FIXED/ y11.1.1111 GALAXY — "' DOWNLIGHT XFR13 XM24 25 30K-1600 WH imenummini mum man_ 'WALL MTD cbillig©cmarch.com ` 7 - - _I r7 rte_ 4—HEA S XFRI4ISXM24 25 30K-1600 WH' - 5121. 10'-8" AFF 1IXEMTD y • • sI • •-......... L J 11 J �m 'WALL FAIIM, _ _IIIMMI 'CIRCA LIGHTING' - SCHOOL 9 • • I : - e „ i 1.111 BRONZEMEM T8- 'TEXAS LIGHT' - F032/830/ECO-21777 64 SURFACE 13 6 10'-8" AFF 1360/PENDANT tatil " DOUSE DIAMOND #SL4135-CTR -45582-4 MOUNTED F2 P 48" STRIP LIGHT #C232MV/G48WG/GT310 1 Y �® lir ���� Elli iWIRE FOR ES 11.111111111111 'VISUAL COMFORT' - EUGENE —_ 'RAB LIGHTING - JELLY JAR 7 '� #T0B-50136Z G3 WALL SCONCE 3000K 9.5 ROOM 10'-8" AFF UTURE USE VIiiii _— W/ CAST GUARD ;VXBR100DG , M e► 'oNLY al la. �_=......1 �.. . �. 'WIRE FOR _ _ .. _ _ - _ BOT ® 7'-O" Mil= �� EXTERIOR WALL 'RESTORATION HARDWARE' - INCANDESCENT T8 BULB 011.111101 0 1.111.111) -- - --- - -- - :::::: ►� SCONCE -. - #68360141 - - 50 8 A 8 SALES 10'-8" AFF !ONLY UTURE USE V Ngw i w w4 .� #6$450565 BRZ �� • ,-.�71•W W'IMP'NEW W W W W... .�W"OW ��W W W W- '...... ".'..... 'W' NOTE: A7 Q PENDANT ( 'SEAGULL LIGHTING' ,. 012" LED - INCLUDED 10 WHITE BOT ® 8'-0" 13 I Q SPEAKER TBD 10 #6022EN-15 W/ 54 CORD AFF I I 1. WALL MOUNTED: PROVIDE CONDUIT PULL STRING IN WALL. FAIMINIMPIIIIMINICENTER ABOVE 2. PENDANT: PROVIDE UNISTRUT ABOVE AND DROP DOWN u iliMillMidarilnillIll 11111111=111111111111111=== ST ST SHOPPERTRAK MillIM -- - -- ENTRY DOORS :_:_:.W:.:.:_:_: .:.. 1 CONDUIT WITH BOX TO MOUNT CAMERA TO. M11.11111111111��F� SOLAIS -- - - - IriAI Ill _ _ ��M11!1�l�� _ ,� - ■� .. . .- - _ - ....... ........ 11W ISI _ ` . _ 11111.11111.111111111====y 2400 BK BK V BACK-UP SEE SCHEDULE '•' EE MIMI SECURITY CAMERA FOR MOUNTING 8 SEAL: 'MODERN FANS' - BRIGHT BeT ® 10'-0" MEE HEIGHT Nir #LAP-BN-52-NK-NL-NC NICKEL AFF Atc\ ME= NOTES: y;, 1 1 1. ALL FIXTURES THAT ARE EXG TO REMAIN ARE TO BE CLEANED TO "LIKE-NEW" AND RELAMPED BY GC. GC TO REBALLAST FIXTURES ONLY AS REQ. ;i `' 2. ALL STOREFRONT LIGHTS AND SIGNAGE ARE TO BE ON A 24-HR TIMER SET BY GC. COORDINATE REQ HOURS WITH LANDLORD. ate ' 3. LIGHTING VENDOR IS RESPONSIBLE FOR VERIFING CORRECT NUMBER OF FIXTURES/LAMPS REQ. �' • 4114CNx� - 4. SEE STRUCTURAL SHEETS FOR ATTACHMENT OF LARGE FIXTURES. `'N- 42 BRUCE M. CARLSON C.. " n No. 3112 0 r p V,i �IdEAfOUS, InNESO A k-, P : \} 3 Y OW IT) r) J ALL LIGHT FIXTURES, CEILING Lu FANS, AND SPEAKERS TO BE z UNISTRUT HUNG. U' - :iii } • C-R i►40:RCHITECT / iird ). EL 4 4 it 40111- ra F2 :!:ED V/ agO agog° W Q cc 3112 Q y N ¢ 02.52.2.g -- D2 0 REG. NO. o cn owe. ca m 0 Q1 f-- .gaga..°g TYP oat 17 5/8" ,� IIIIIIIIIIIIIII .°00000 ° A :ag°0000°° 1--. Z CABINET DEPTH 1 ? Co c� — —'c- oz A7 o Y E o 1E 0 LUCKY* BRAND � � I � I E-- v I Li o AO Al ,, ,l 17Q o < i� � d U - 0 r0 -1 ,_ Q z r 0 J - o Z G WASHINGTON SQUARE ,, o a m 1 U 1 G3 ..7 Q 1 1 o Co z L • MALL 3o 1 I- u) ,� in U I. . . e GYP BD SOFFIT 9716 SW ® 1D'-0" AFF 4 WASHINGTON SQ ROAD wininriPimPiranrer LIGHT FIXTURES MOUNTING HEIGHTS OPEN INSTALLER CAN USE TIGARD, OR 97223 VALANCE SUPPORT '� 'U TO ATTACH CABINET SPACE F03 w A3. 1 SCALE 1/4" = 1'-0" - TO CEILING BLOCKINC O il IIPMWEI v) BEFORE VALANCELu PIECES ARE z w o ATTACHED. FIBERGLASS- w o SPECIALTY DESIGN - \ - FIT CEILING REINFORCED-GYPSUM o w rn - BLOCKING BETWEEN _nnnnnnnnl ACT CEILING '$' NOTE _ ANGLES SUPPORTS ACCESS�PANEL, < MINIM © 16I-0" AFF PAINT TO MATCH J SHEET TITLE: CEILING FINISH. Ti 1. HANG GRID UNIFORMLY AT 3" 24" ■ \ REFLECTED SEE SHEET A3 FOR MIN FROM CEILING. VERIFY 2 SEE RCPOPENING D CEILING TYPE/FINISH. GAP/DISTANCE REQUIREMENT k 2 7/8" CEILING SCHEDULES cn FROM SPRINKLERS TO CONFORM ANCHOR BOLT. TO TRIM' 30" AND DETAILS mmommi o WITH CODE REQ. _ 17 5/8" 3 3/8" ACCESS PANEL crl2. CENTER SPRINKLER HEADS AT BLOCKINGGA ASEQ D A ELEVATION REVISIONS: GRID OPENING OR CUT GRID AS I , 1 r CABINET TO CABINET N 5/8" GYP BD, PAINT REQUIRED TO ACCOMMODATE /./ /, SPRINKLER REQ. //////////1-44 THREADED ROD. �t N0: DATE: BY: 1 P3 , ' REMOVABLE PANEL 4.6.18 PERMIT SET 5 1:1 3. GC TO SUPPLY & INSTALL """ `"`' " `r`` "'"``°`", "'" EYEHOOK WITH THREADED ROD, 2X PT WOOD o HANGER AND GRID. II ATTACHED TO THREADED ROD W/ BLOCKING AROUND �h_ A,! c� COUPLING AS REQ. PRE-PAINTED ACCESS PANEL �j. . 0000 4. AT STOREFRONT LOCATIONS, if WHITE. PT 2x2 WOOD if 24" l' o ALLOW t3" UNIFORMLY ON ALL .1 u " " BLOCKING, ATTACHES GYP BD SOFFIT/CLG OPENING 4 SIDES FROM STOREFRONT METAL S HOOK, CRIMPED AT TO FLOOR SCREW z ACCESS PANEL a MULLION AND/OR WALL. USE UL BOTT OF SPRINKLER BOTH ENDS. PRE-PAINTED WHITE. X TOEKICK TO 30" m APPROVED SUPPORTS. HEAD TO BE 1" MIN. HANGING METAL GRID, WHITE BLOCKING THEN ACCESS PANEL >- BELOW BOTT OF GRID. METAL FINISH. ATTACH BASE TRIM Y GYP BD SOFFIT S5. GC TO SUPPLY & INSTALL PAITN VERT PIPE TO 1 -9 HOLD 1 PROJECT NO: 18028.001 D © 10'- 0" AFF HANGER GRID. MATCH CEILING. DO NOT - HANGING METAL STOREFRONT TO BACK PANEL SECTION GYPBD, PAINT PAINT SPRINKLER HEAD. GRID. SEE RCP FOR OVERALL OF CABINET B DRAWN BY: EBC 0 5/P3 SIZE AND QUANTITY. WALL CASE BLOCKING 2 TRIM DETAILS AT CEILING 3 STOREFRONT DISPLAY GRID DETAILS 4 5 ACCESS PANEL AT GYP CEILING A3.1 SCALE 3" = 1'-0" A3.1 SCALE 1 1/2" = 1'-0" A3-1 SCALE 3" = 1'-0" A3.1 SCALE 3/4" = 1'-0" A 3 • 1 COPYRIGHT BRUCE H. CARLSON ARCHITECT, RIC 2018 Ian a SUSPENDED ACOUSTIC CEILING SYSTEM FROM STRUCTURE ABOVE AS FOLLOWS: 0 N 1. FROM WOOD STRUCTURE: #10 CLOSED EYE SCREW. EXG METAL DECK SLABNC ON ci COMPRESSION STRUT: (SEE NOTE #10) -�_ _ BRUCE M. 1/2" EMT: 4'-O" MAX. HGT. _ UNISTRUT P5000 HS ao 3/4" EMT: 5'-2" MAX. HGT. ....,...___,. CARLSON N 1" EMT: 6'-6" MAX. HGT. n BEAM CLAMP, FASTENED TO architecture • planning • interior design 0 1-1/4" EMT: 8'-6" MAX. HGT. TOP CHORD AT 48" OC, 1-1/2" EMT: 10'-0" MAX. HOT. ENSURE NO PENETRATION BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 ACOUSTICAL LAY-IN PANEL �� MINNEAPOLIS, MN 55401-1330 EXG BEAM WALL ANGLE0� UNISTRUT DETAIL PHONE: (6MN 547-1300 0 CROSS TEE A A FAX: (612) 547-1301 m MAIN TEE AT 24" �' 0 O.C. 111.:4000.00004.04N. ��► CROSS TEE AT 2x4 CLG. _ CONTACT: CORY B I LLI G .54.;,,,...,41 ,� ��.. _i _. _....f \ _ cbillig®cmarch.com \ --7 \ /- \ #441) \i/r10% \ _4__* 1 TOP CHORD OF .--. -4'41, 44,1, , ,--` � A1 EXG BEAM \ DO NOT ATTACHED TO ./� � BOTTOM CHORD OF EXG �/ ,,... ..". ... .--./1.-2. TRUSS OR DECK. ENSURE /%\� �` �\ NO PENETRATION. 12 GA SPLAY WIRES ���� `A _„, ` / AT 12'-0" O.C. EA. //� � . . BEAM CLAMP ACT CEILING WAY. ATTACH TO 12 GA. VERT. WIRE AT 48" ,—,�„� I ® 16'-0" AFF S STRUCTURE ABOVE .%° . °I . O.C. STAGGERED. ATTACH TO STRUCTURE ABOVE .......A—. —r— SUSPENDED ACOUSTICAL CEILING SYSTEM: ^ USG 'DONN' (ICC# ESR-1222) THREADED ROD 8" MAX. 8" MAX. (� UNISTRUT BEAM I t / L— — } — - T.0 TRACK 12 GA. HANGER WIRES ® 11'-0" AFF S III REFER TO NOTE 1 AND 1 LIGHTING TRACK 1 SEAL: 7 CONT. HORIZ. STRUT ' , REFER TO NOTE 5 x-3/4" CLR. , 3/4" CLR:� TRACK HEAD , MAIN OR CROSS \ ,r r MR ,IiiII I ! innnnnnn 2 TRACK LIGHT MOUNTING DETAIL <<Olike.4 A3.2 SCALE 1 1/2" = 1'-0" C' ') LPOP RIVETS ACOUSTICAL TILE UNIT BRUCE M. CARLSON �(7; FIN. WALL 2"x7/8" 16 GA. CONTINUOUS ANGLE W/ P �]�tifLlSi`r!I`tiNESk�T#t FIXED EXPANSION #10 SELF TAPPING t� .�� SCREWS TO EA. STUD. .� 6` rn FINISH TO MATCH CEILING v r, SUSPENDED CEILING NOTES: SYSTEM Y vi J Q 1. SUSPENDED CEILING SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM C636 AND CISCA FOR SEISMIC o ZONES 3-4 AS MODIFIED BY THE FOLLOWING: 'U. �A �N, •RCHITECT U A. A HEAVY DUTY T BAR GRID SYSTEM SHALL BE USED. / cNi B. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2". IN EACH ORTHOGONAL HORIZONTAL St NATURE M DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONAL 4.6.18 a DIRECTION SHALL HAVE A 3/4" CLEARANCE FROM THE WALL AND SHALL REST UPON AN BE FREE TO SLIDE ON A CLOSURE ANGLE. 0 DATE ISSUED 0 C. FOR CEILING AREAS EXCEEDING 1,000 SQUARE FEET BUT LESS THAN 2,500 SQUARE FEET, HORIZONTAL RESTRAINT OF THE CEILING 3112 N TO THE STRUCTURE SHALL BE PROVIDED. THE TRIBUTARY AREA OF THE HORIZONTAL RESTRAINTS SHALL BE APPROXIMATELY EQUAL. REG. NO. o00 j D. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE ( A 2" OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL °L' HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMMODATE 1" OF CEILING MOVEMENT IN ALL HORIZONTAL LUCKY* BRAND o DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION. L a_ c 2. THE TERMINAL ENDS OF EACH CROSS RUNNER AND MAIN RUNNER SHALL BE INDEPENDENTLY SUPPORTED A MAX. OF 8" FROM THE WASHINGTON SQUARE .y WALL OR CEILING WITH NO. 12 GAGE WIRE. MALL 3. HORIZONTAL RESTAINTS SHALL BE EFFECTED BY FOUR NO. 12 GAGE WIRES SECURED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE PLANE OF _c THE CEILING. STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED UP AND FASTENED TO THE STRUCTURAL MEMBERS 9716 SW 3 SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE 0 BRACING WIRES. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12'-O" ON CENTER IN BOTH DIRECTIONS WITH THE FIRST WASHINGTON SQ ROAD POINT WITHIN 6'-0" FROM EACH WALL. ATTACHMENT OF THE RESTRAINT WIRES SHALL BE ADEQUATE FOR THE LOAD IMPOSED. TIGARD, OR 97223 a 4. LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MIN. OF 6" FROM ALL HORIZONTAL PIPING OR DUCTWORK THAT IS NOT v PROVIDED WITH BRACING RESTAINTS FOR HORIZONTAL FORCES. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE SPACE #F03 L., STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN u LOAD, WITH A SAFETY FACTOR OF TWO, WHICHEVER IS GREATER. 0 5. PERIMETER MEMBERS SHALL BE CONSIDERED AS AESTHETIC CLOSURES WITH NO STRUCTURAL VALUE. ENDS OF MAIN RUNNERS AND CROSS RUNNERS SHALL BE TIED TOGETHER TO PREVENT THEIR SPREADING. MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED SPECIALTY DESIGN L. AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND RUNNERS MAINTAINED AT THE OTHER TWO WALLS. _rn 6. INTERMEDIATE AND HEAVY DUTY CEILING SYSTEMS SHALL BE USED FOR THE SUPPORT OF LIGHT FIXTURES. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENED CEILING SYSTEM. THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 100% OF SHEET TITLE: g THE LIGHTING FIXTURE WEIGHT ACTING IN ANY DIRECTION. WHEN INTERMEDIATE SYSTEMS ARE USED, NO. 12 GAGE HANGER WIRES SHALL a) BE ATTACHED TO GRID MEMBERS WITHIN 3" OF EACH CORNER OF EACH FIXTURE. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. WHEN REFLECTED HEAVY DUTY SYSTEMS ARE USED, SUPPLEMENTAL HANGERS ARE NOT REQUIRED IF A 48" MODULAR PATTERN IS FOLLOWED. CEILING SCHEDULES c" 7. LIGHTING FIXTURES WEIGHING LESS THAN 56 POUNDS SHALL HAVE, IN ADDITION TO THE REQUIREMENTS ABOVE, TWO NO. 12 GAGE AND DETAILS g HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. LIGHTING FIXTURES IIIII rn WEIGHING 56 POUNDS OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. REVISIONS: 1EcII PENDANT-HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE USING NO. 9 GAGE WIRES OR v APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SYSTEM FOR DIRECT SUPPORT. NO: DATE: BY: 8. CEILING MOUNTED AIR TERMINALS OR SERVICES WEIGHING LESS THAN 20 POUNDS SHALL BE POSITIVELY ATTACHED TO THE MAIN o RUNNERS OR CROSS RUNNERS WITH THE SAME CARRYING CAPACITY AS MAIN RUNNERS. SERVICES WEIGHING 20 POUNDS BUT LESS orxi THAN 56 POUNDS SHALL HAVE, IN ADDITION TO THE ABOVE, TWO NO. 12 GAGE HANGERS CONNECTED FROM THE TERMINAL OR SERVICE TO THE CEILING SYSTEM HANGERS OR TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. TERMINALS OR SERVICES WEIGHING oN MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. Y 0 9. ALL PARTITIONS SHALL BE BRACED INDEPENDENTLY FROM THE CEILING SYSTEM. z m 10.COMPRESSION STRUT (VERTICAL STRUT): FASTENED TO THE MAIN RUNNER EXTENDED TO AND FASTENED TO THE STRUCTURE ABOVE AND SPACED NOT MORE THAN 12 FEET ON Y CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6 FEET OF THE WALL. COMPRESSION POST TO BE STEEL SECTION WITHci PROJECT NO: 18028.001 L/R RATIO OF 200 MAX. ATTACH TO MAIN RUNNERS WITH (2) #10 SHEET METAL SCREWS AND TO STRUCTURE ABOVE WITH (2) #10 j SHEET METAL SCREWS. DRAWN BY: EBC c 1 SUSPENDED CEILING DETAIL --- ACOUSTICAL TILE A3.2 NTS A3 . 2 COPYRIGHT BRUCE M. CARLSON ARCHITECT PLLC 2018 VI BB ( Cy) FINISH SCHEDULE I �+ SYMBOL DESCRIPTION BRUCE M. rIPIPPP--, I I I BASE architecture • planning •ARrLJONior ign ADJACENT TENANT 1/2"x5" WOOD WALL BASE, EASED EDGE. PAINT176 , UON. SEE DETAIL • •1111 - B1 4/A1.1. BRUCE M. CARLSON ARCHITECT, PLLC "ARMSTRONG"- 4" RUBBER COVED BASE, BISQUEWARE-03. SEE DETAIL 800 WASHINGTON AVE. N. SUITE 2011 / .•�� I B2 ,� - r, ._. PHONE: (612) 547-1300 6 A1.1. MINNEAPOLIS, MN 55401-1330 ' i / / B3 ARMSTRONG" 'OTTER GREY' # 88717 4 INTEGRAL COVED BASE. SEE FAX: 612 547-1301 ADA FIT � FITTING r FITTING :••`. 7' ftf/ii/ ����:. DETAIL 5/A1.1. :: sc1 ; /I C.EJA� _ CONTACT: CORY BILLIG II B1 ' "ARMSTRONG" - CLASS A 24"x24" ACT, FINE FISSURED 1728 BLACK,^1 cbiIIig®cmarcll.co 1� P3 ! f .4 AT1 I r WITH 15/16" PRELUDE XL GRID BLACK. TYP ATI ALL " 1 it _ FITTING ROOMS I / I I I AT2 e. "ARMSTRONG" - CLASS A 24"x24" ACT, FINE FISSURED 1728 APL ) .04 PLATINUM), WITH 15/16" PRELUDE XL-APL GRID. ��Ar — �• B1 FLOORING Ai 4, 1 P3 FITTING Attfr. I - [ CT1 "DALTILE" KEYSTONES PORCELAIN TILE 'ALMOND D335', 1 1/4" I LEX. ALCOVE SC1 I i I ;o I "EMSER" - 12"x24" CERAMIC TILE, PIETRE DEL NORD COLOR: 'VERMONT B1 P3 r`�•r P3 CT2 MA I IL'. CONTACT JENNIFER TRICE AT (323)S13 4100. GROUT. "LATiCRETE" COLOR 'LIGHT PEWTER' #90. �,, "• AMERICAN FLOOR MATS" - RECESSED COCOA MAT, 3/4"x4'x6', COLOR: �i 1 6 - - - ❑ - - ❑ - - - — - - ■ - - CFM NATURAL. CONTACT: (800)762-9010. /**"-, f I MALL MALL FLOOR FINISH. COORD AND OBTAIN FROM MALL OP. I : f P6 FULL P6 .. / HEIGHT FULL I '~ �'�- ` HEIGHT 11 SC1 SEALED CONCRETE - SEE CONCRETE FLOOR PROCEDURE THIS SHEET. )� �U�.UU I EXG }RESTROOM n ' / - V1 (1 / l- SC2 SEALED CONCRETE - ARDEX AMERICA,. ARDEX CG CONCRETE GUARD. B3 8 / I „ — FRP. f A1.1 / I I I WD1 WOOD FLOORING - 3/4"x5"x24" SOLID WHITE OAK, HERRINGBONE P10 //• I PATTERN, SEAL W/ "BONA TRAFFIC" COMMERCIAL MATTE SEALER. II--II I 1 .1 I WD2 I W WOOD FLOORING - 3/4"x5"x(18" TO 48"L) SOLID WHITE OAK, STRAIGHT SEAL: • • PATTERN, SEAL W/ "BONA TRAFFIC" COMMERCIAL MATTE SEALER. - # V I I ' Vl "ARMSTRONG"- 'OTTER GREY' # 88717 6' WIDE SHEET VINYL, INCLUDE INTEGRAL COVED BASE B3 SEE DETAIL 5/A1.1. 1 STOCKROOM SALES AREA I .I SC2 SC1 ; i 1 MALL CONCOURSE WALL FINISHES B2 B1 1 Pg „ t_ P10 TO 12'-O' AF i P3 UON AT STEEL I T BR1 - IRONSPOTS - ENDICOTT THIN BRICK, MODULAR, COLOR: MANGANESE AC • ANGLE IRONSPOT TECTURE: SMOOTH. tCj, • • "GOLMEX” - SMOOTH PLASTER FINISH, CUSTOM COLOR, 12KG Y3-5.00, '{i. � I : I SEE INTERIOR ELEVATION FOR I I Cl S1-20.00, R1-0.50 SATIN SEALER. 1-WEEit LEAD TIME. USED WITH � y� ADDITIONAL INFO AND WALL RECESSED BASE. iv. CARLSON L FINISHES. EV , I C2 -EXG CONCRETE PING I TO REMAIN. , • . I D. 3112 I CROWN MOLDING; 1/2"x4" PAINT GRADE POPLAR WITH A 1/2"x1 1/2" N.4?)'3 '�����L��� 1�'wES Ti , I I I I 7•11A PAINT PAINT GRADF POPLAR TRIM APPLIFD TO TOP OF THF 4" BOARD. PAINT � 0 - P6 ,UON. SEE 7C/G3 FOR DETAILS. 17) SC2 ( MALL CHAIR RAIL; 3/4"x3" PAINT GRADE POPLAR WITH A 1/4"xl 3/4" PAINT O1 `\, j E - ; CR CRADE POPLAR TRIM APPLIED TO TOP OF.--;I L£ 3" BOARD. PAINT P6 ,UON. SEE 7B/G3 & 1A/A4.1 FOR DETAILS. -II I 410 "DALTILE" - SEMIGLOSS WALL TILE, COLOR: 'ALMOND'. ='U A, L'S* •RCHITECT I I CT4 ,CT4A [ICLDTILE. 3" " #0135, CT4D BULLNOSE: 2"xC" }S 4260, I 1 1 / I CT4C' COVED BASE: 6x6 #A-3601 `�' I „ Si ATUR - I I FRP "MARLITE" - FIBER REINF. PANEL, WHITE, TO 48" AFF. 4.6.18 DATE ISSUED �... rv..... . I I MTL1 BREAK METAL BLACK ANODIZED. 3112 1 -- 48"H UNFINISHED W/ TRIM CAP AT TOP REG. NO. ...,-ST AT STEEL EDGE. ANGLE I I "RFID PAINT" - BLACK UNDERCOAT PAINT, USED IN CONJUNCTION WITH P1 CATLOOK FITTINC ROOM MIRRORS & INTERACTIVE VIDEO SCREEN. le ---6-- i .., ' il PROVIDED BY 'LUCKY BRAND'. ':: LUCKY* BRAND - f 2 - 'ELEPHANT TUSK' #0C-8. LATEX SHEEN: "BENJAMIN MOORE" mi �. EGGSHELL LOW GLOSS. WASHINGTON SQUARE P6 FULL I P6 FULL I P6 ,. , ... ,��i� HEIGHT HEIGHT FULL I P3 BENJAMIN MOORS - STONINGTON GREY #HC-170. LATEX SHEEN: MALL HEIGHT EGGSHELL. / I [1 NOT USED. / —/" " -" 9 716 SW .::...::x::x.x::xx..: :.::s::::::_:a�r�r:::xx:::::::s:::::i;� r P5 "BENJAMIN MOORS" 'MOONLIGHT WHITE' #OC-125. LATEX SHEEN: _ EGGSHELL LOW GLOSS. WASHINGTON SQ ROAD FITTING i I P6 "BENJAMIN MOORE" 'MOONLIGHT WHITE' #OC-125. LATEX SHEEN: SEMI TIGARD, OR 97223 I M 1I 1 / I I I GLOSS. III 1 iii r DISPLAYBP7 "BENJAMIN MOORE" - 'MOONLIGHT WHITE' #OC-125. LATEX SHEEN: FLAT. SPACE #F03 �. , II P3 P8 "BENJAMIN MOORE" - 'MOONLIGHT WHITE' #0C-125. LATEX SHEEN: • SATIN. "BENJAMING. MOORE" P9 - BLACK (TBD). LATEX SHEET: FLAT I I SPECIALTY DESIGN I HALLWAY I P10 "BENJAMIN MOORE" - 'DECORATOR'S WHITE'. LATEX SHEEN: EGG SHELL. SERVICE SC1 SHEET TITLE: CORRIDOR B1 11.4 P11 "BENJAMIN MOORE" - 'GRAPHITE' #1603. LATEX SHEEN: EGGSHELL. P34 FINISH V-GROOVE WALL PANEL WITH 6" OC GROOVE. PAIN 1( P6 FINISH PLAN I I I I / VG UON. NO VISIBLE SEAM. i � �� NOTE: i ; I 1. INTERIOR FINISHES TO HAVE A MINIMUM FLAME SPREAD OF CLASS C, MAXIMUM ' i SMOKE DENSITY OF 450. r t 7/ - -r - - - - - - - r - 41 .��II �� 2. ALL CEILING MATERIALS TO HAVE A MINIMUM CLASS A RATING. REVISIONS: FITTING\,.....,__ , FITTING / FITTING . f / ;���� 3. ALL FINISHES TO BE CLASS III OR CLASS C OR BETTER (FLAME SPREAD RATING r °' OF 200 OR LESS) PER CODE_ NO: DATE: BY: — — — — — — — - - - - - - - - - --- - -- -T - - 4. NO SUBSTITUTION WILL BE ACCEPTED. 1 4.6.18 PERMIT SET -NA.- .8'-3" 7'-7" 12'-10" 3 `` BR1 e CONCRETE FLOOR PROCEDURE GRIND CONCRETE W/ A 40-GRIT START TO A 400-GRIT FINISH. CLEAN TO RECEIVE SEALER. SEAL W/ 2-COATS OF PROSOCO POLISH GUARD, MATTE FINISH. FILL ALL JOINTS. , PROJECT NO: 18028.001 •-- DRAWN BY: EBC NORTH 1 FINISH PLAN CD „ A 4 A4 1/4• = 9_ON „ COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2018 I.' CL2 ` 7 4.CL1 a° , ' BRUCE NI. • ;• 1,1 ' architecture planning CARLSON• interior Ign CL2 y+ \ /' " I P3 Ic. \ \ / BRUCE M. CARLSON ARCHITECT, PLLC 11-4 \\ // O. 800 WASHINGTON AVE. N., SUITE 208 TYP MINNEAPOLIS, MN 55401-1330 \\ // A PHONE: (612) 547-1300 /12? S I I FAX: (612) 547-1301 • \ / P3 i p °#3 4' '� '� �` �`� '� '� c ' �'' '� #7e ' I , \\ // CONTACT: CORY BILLIG z • �� y • z \ / ' ' CI cbillig0cmarch.com b 0 - Ill m .. w I-1-1 1=MEMII b 0 OPEN TO lo 0 ~ F- - Y I SALES AREA Y t , DISPLAY GRID Z - o �I j ° ¢ BEYOND Y N ID U L� < O m N / \ s U N Oa L.L. 'I. II.,P0 P3 - U' I 0 TJ N CO N / \ pQ w I ., j ' _ , i Z ; / \ r FITTING O o m FITTING-- MALL 4 O .. o 1111 DISPLAY CONCOURSE- /o / \\ `- ALCOVE O ♦ 14 M �: 0 / \ j I C. B1 / \ ..4,—. / \ BR1 / \ \ \ I.� . • • „ - BEYOND / \ � rI . n t I B1( 41C4W> 4IC4VE> 41C4VE> 41C4VE> I P3 <MCM> B1 4IC4VEj 4IC4VE> 41C4Vp <MCM> 41C4VE> 4iC4VE) 4AC4Vp 44C4VEt 1x6 FRT WOOD BLOCKING, SEE TYP TYP SHEET Al FOR TYPE & LOCATIONS 1 SALES ELEVATION 4 PARTIAL ELEVATION AT SALES A5 1/4" = 1'-o" A5 1/4" = 1'-O" NINimi SEAL: k SEE Al x CL2 I FOR P TYPE I P9 ----------.\\.. •- * ,d j? 4:„.01). GYP BD SOFFIT • CL2 \ .I. :..: :. . ® 10'-0" AFF 'K:5' • P9 0 '+� (2) #8 DRYWALL SCREWS BRUCE [v . CARLSON SOP� C-- •CL1 •• EA. STUD, COUNTERSUNK, 'r- P3 P3 FILL AND SAND SMOOTH ,q N0. 12 m • TYP l \ : •- F, I 1 ; D2 (2)SSECTIONAOF HORIZ MINNEAPOLIS, MINNESOTA � � TA ' 8 tt #51 -, o , TUBE FRAME PER VENDOR'S kill '4. T z o ¢ L. SPEC. OF W a _ _._. __ r c ....i. L.1 0 5 T '� r Wit: o U J CD C:2? .�;., W • • I to GC TO PROVIDE 1x6 FRT WOOD _ CONTINUOUS 1x8 2 OR z ",'_ T�� 1 ;� v # R 7N RCHITECT L N CEILING GRID c O Q 7 Inn L — L� U �• �� r o cn , `� � BLOCKING, Al! FOR ~ Y N BETTER POPLAR. FILL ALL ‘,6 J , 1 • x • ,1 SCREWS FLUSH AND SAND ._ m a I P3 ^` ► .�'-cid .. v �• TYPE AND . 0 o N F -I r __: �, �. LOCATIONS . SI SMOOTH PRIME AND PAINTSIGNATURE `� •• I ¢ TO MATCH WALL COLOR 7....... ZO MMA C .. ....gym I'm. _. . • pm O O N 4.6.18 T w CONCOURSE DISPLAY �� • L I+ • HALLWAY v ~ r D DATE ISSUED 4..r: 0 - rr __:�_. • .� 3112 I B1 f ' /1 — : LJ- REG. NO. BR1 TUBE FRAME, BEYOND o ►-z / FIXTURE VENDOR PROVIDED BY 1 6I. 1 _4 11 N -Il u ) ,--r l t >1 I O a m �` LUCKY* BRAN D <IC4VE� 41C4VI� 4uIC4VEj 4404E> P3 <MCM> 41C4VE> 4IC4Vb C4 B1 /C01/ 41c4Vb 4IC4VE> 44c4VE> TYP TYPoo WASHINGTON SQUARE 12'-10" 7._._6,, 8'-4" N MALL 2 SALES ELEVATION BRl F- A5 1/4" = 1'-O" °° Q Lo 9 716 SW A SIDE VIEW - Bl1. WASHINGTON SQ ROAD P3 P11 P3 TIGARD, OR 97223 ()TOPAT12P , „ SEE Al SPACE #F03 _,,o _ 10 _0AFF P11 -r1-111-� I k FOR PTN TYPE I' �._ _.. % - GC TO PROVIDE ..• ,. . '.:.: : • .. . / CONTINUOUS 1x6 #2 OR CL2 •. .•.•. . •,•. . .. .. .. . . . . . . . . . . . . . • • / P9 •:•:•:•::•.• -- • . . -. .•. .•.•.•.•.•. .•.•.•. - •.•. .•.•. .•.•. . •- .•.•.•.•....•. . . . .•. •.. •. .•.•.•.•.•.•.-.•.•. .•...•. .•. .•.•.•.•.•.•.•, •. •.•.•.• . BETTER POPLAR. FILL ALL SPECIALTY DESIGN Y.:.:.:.:.:.:.:.:.:. .:. .-:.:.:.:.:.:.:.:.:.:.:. :.:.;-:.:.:-:_:•--:.:. -:.:.:-;.:.:-:.:.:.:.:.:.:.:.:_:.:.:.:.:-:.:.:.:-:.:.:.:.:•:.:-:.:.:.:. :.:-:-;.:.:.;.:• SCREWS FLUSH AND SAND P3 - SMOOTH, PRIME AND PAINT • •• • • • .•'•' " -•'•.•. .•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•••••-•-•.•. . - ..•-.•.•. --•.•. .•. . .. •.•. . . TO MATCH WALL COLOR. SHEET TITLE: C? ••• • •-• ••.• - . • • •• •• •• •• •• •:• •• ••'. .. : . . .. :• •:•:. . . . ..-: . . .. . :-. .. . . :-. . .. •: ... . . .•:. . .. . / #8 DRYWALL SCREWS EA. \ - . . . . . . .. . . . . . - . - . . - . . . . . . . . . . ... . . ... . . . .. .. . . . . . •.• STUD, COUNTERSINKM, FILL INTERIOR ELEVATION #5 .� . .. • ..'.'• .:.:.:. . . .:.:.:.:.:.:.:.:.:.:. . .:.:.:.:.:.:.:.:.:.:.: .:.:.:.:.:.:.:.:.:.:.:.: :# .:.:.:.:.:.:.•.• ..:.•.-.:.:.•.•.:.:.•.:.:.:.:.:.:.•.:.:.:.::-, :.:.:.:.:.:.:.:.: Cb' 41' ; #3° \ AND SAND SMOOTH cD SALES AREA Z P3 oar I -• .... -.1 N. �� / DI —N .-.••.'.•.'.'-••.•_•.'.'.'-•- - -- -'--t _r__ �= I=! I MIRROR MIRROR I �--_ -- •-,. .. ..- 1 / / \ I • _ �_ st== _ � = TUBE FRAME, PROVIDED BY ID a r 1 / ::.:.:::::::::::: : : ! I ' Q I�I ill / I J\ s j :::::::::::;::::::::::::::::::: 1 / FIXTURE VENDOR REVISIONS.. x a o 1 / •• • • I • • • • •• • ! i i I I :- - . . .. .. . - \ i. Mac3 C.D / N0: DATE: BY: o cn j I I I I I I' ¢ •: .. . .. . . . . . OPEN € 1 = a 4.6.18 PERMIT SET OPEN ` ! II j I I TO �/ TUBE FRAME, PROVIDED BY Y o O m ADJACENT TO o '•• ••••••••••• '- .-' '- -'-' L.I -•>- 1- - - ;-- _ .... ........ .. .................. FITTING FIXTURE VENDOR T a_ TENANT HALLWAY I . .. .•• •. .. -- . , , -• . . , •• • _ �� _ - �� �{ =o -� � ...... . .. . . . .. o / 1 °0 t - ::1 ! ar ALCOVE/ 1m / 1 / \ \ Er L �V ( 106 ) � \� . . . 11 € I N. II x ( 102) JIt <AC4VE� 4AC4VE� Bl 36 W ADA °¢ ® <WC4>BEYOND, P3 I C4 * 41C4* PULL-OUT a SEE A4PLAN VIEW a PROJECT NO: 18028.001 llk A TYP COUNTER AT Y `'/ DRAWN BY: EBC 34" AFF U 1x6 FRT WOOD Al aft SALES ELEVATION FORCKINGTTYPE AND LOC TIONS 5 SCAFFOLD DETAILS A5 1/4" = 1._0" A5 SCALE 3" = 1'-O" A5 COPYRIGHT BRUCE IA. CARLSON ARCHITECT, PLLC 2018 a -FULL VIEW OH SECTIONAL DOOR £ ^Y�E W/ RELATED, TRACK, MOTOR, OEFO E. Fj Y AND ACCESSOIRES -,- `1 m (NSW INCLUDE MOUNTING POLE, SEEt BRUCE M. --�� e, (NINCLUDE FOR LOCATION TII� CARLSON architecture • planning • interior design CL2 P9 BRUCE M. CARLSON ARCHITECT, PLLC P3 800 WASHINGTON AVE. N., SUITE 2043 MINNEAPOLIS, MN 55401-1330 ' PHONE: (612) 547-1300 g T� FAX: (612) 547-1301 El c�4 47 4 + Z ,_ �aai _, --- 4 4 4 3 3 CONTACT: CORY B I LLI G r ,1 I 0 — - - , — ' 1 cbillig@cmarch.com 20 a LL ,� �, ` _ — #O ID 0 0 b 1- OPEN TO - N _I LL o N # DISPLAY % 0 I '__,.- s _ r WINDOW °° ADJACENT --, �j �j _ �j ADJACENT 1 TENANT — �^ I TENANT G- m _ # 1 # , # >Li _ _ # - - _ _ : ,,...._, _ _. _ (7) � � �� A 101 ) �j �� - � _ _ _1 i I L - \ 1 i j 'II-41C4VE> C4VE> <M> B1B1 d41C4VF> 44C4VEj QYIC4VE> Q41C4Vi> 1x6 FRT WOOD - STEEL ANGLE FRAME, BLOCKING, SEE SHEET Al rAl PAINT P9 1' ar - 4, ! II • lab► Ah SALES L A I N A5.1 1/4" = i•_os SEAL: AO 4]INCLUDE FULL VIEW OH SECTIONAL DOOR MOUNTING POLE, W/ RELATED TRACK, TROLLEY, SEE A3 FOR MOTOR, AND ACCESSOIRES � P9 i LOCATION �� -- �, v 1 I CL1 �� � � CL2 P3ii%7BRUCE �I�i. CARLSC� C: P3 � o , PO. 3 12 D2 r : �� 4;1 ��EAPOLIS, MINNESOTA , •:ft---7----------'4O� ^ Al ii J OPEN TO ....,,...12.0 000 OPEN TO \ F a coo60000o r1 21 w I BEYOND, SEE oc'oDo°oao BEYOND, SEE Q 1/A5 FOR 0000do;Se 1/A5 FOR _ P9 I AT o J B;UC-E ,M,--CA- ON 'RCHITECT iD v ' A \--- ELEVATON agoPM. .. ELEVATON Y r a 1 AO T 0 8 z 1 o w iso -J -J i j,,,,,, I : ; ¢ � � I I Y � � � NA 'E ukuL o } ... 4.6.18 • _ 9 - o = o o Y DATE ISSUED •°� STOCKROOM _, O o CONCOURSE m Q = � O ^ m ¢ ._. 3112 0 %._.•Z REG. NO. 444 m BR1 • BEYOND - 1 k L--I-) n <WC4> B1 LUCKY* BRAND OUT EE INDICATES WASHINGTON SQUARE OUTLINE OF CASHWRAP <CWC> /\I 2 SALES L A I N MALL A5.1 1/4» = 1•_c" 9716 SW WASHINGTON SQ ROAD TIGARD, OR 97223 ISPACE #F03 SPECIALTY DESIGN iii SHEET TITLE: INTERIOR ELEVATION SALES AREA REVISIONS: NO: DATE: BY: 4.6.18 PERMIT SET PROJECT NO: 18028.001 DRAWN BY: EBC A5 1 • COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2018 1,'1 0_ co a TELECOMMUNICATION SPECS ri T `' '^� . ! F2 , - 1. COMMUNICATION SPECIFICATIONS BRUCE M. °� CL2 CL2 CARLSON [V • OUTLINE; • AT2 ; AT2_ I ; a. ALL VOICE/DATA LOCATIONS SHOULD CONSIST OF A QUAD FLUSH architecture • planning • interior design CL2lre OF MOBILE CL2 II JACK; (2) VOICE AND (2) DATA LOCATIONS (ALL SOLID CAT 5E NI- • * SHELVING AT2 F2 ® PLENUM RATED CABLES). BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SU,TE 208 1 b. ALL COMMUNICATION CONDUITS ARE TO BE EMPTY WITH A PULL MINNEAPOLIS, MN 55401-1330 L ` • -, 1 1 \ \ 1�- I I oar 1 ® : 1 1 STRING. ADDITIONAL ELECTRICAL CONDUIT WILL HAVE TO BE RUN PHONE: (612) 547-1300 1 1 P10 - I P10 1 1 1 FOR ELETRICAL CIRCUITS. FAX: (612) 547-1301 1 / cD Z I I c. ALL COMMUNICATION CONDUITS ARE TO BE 1" (2" IN FITTING Q o o t r 1. I I CONTACT: CORY BILLIG P10 '• \ / w ALCOVE) SOLID EMPTY END TO END WITH A PULL STRING. THE cbiIIig®cmarch.com z _ --- _ �_ FIXED z I / 0 I- OPEN < BB > STARTING POINT IS THE LEFT SIDE OF THE MOUNTS BACKBOARD - �_ —__=�---- SHELVING - w 1 / m 0 1 •: 0 p AT ±120" AFF CONTINUING SIDE BY SIDE UNTIL ALL CONDUIT o v z . o o _ z P10 z . HAS BEEN INSTALLED. � ¢ / ' ¢ z I1 I o ¢ I F- a ¢ OPEN (v o ¢ / cv Q Q ;: 7r7 o I n. ' x 1 0_ • • x I a_ : ; x I a_ / 1 ,• w p /' = o -- cv O I 1 cv iv o /, N / 1 - ; 2. DATA BACKBOARD SPECIFICATIONS NOTES _ Io '� N SERVICE / = � SALES N SALES / I SERVICE r FITTING SERVICE SERVICE /• \ BBQ FITTING a. THE AREA WIL REQUIRE (1) PLYWOOD BACKBOARD THAT IS 48" CORRIDOR \ II"I / I CORRIDOR �'• r Q€': •■ CORRIDOR CORR / I WIDTH AND 54" HEIGHT MOUNTED AT 78" AFF. THIS WILL NEED \ / \ `� 'e I 1 TO SUPPORT A DATA CABINET AND NETWORKING EQUIP UP TO L v I \ ; `'. b 1 I �; 300 LBS. / I 1 �`� / I io • • DATA CABINET TO MOUNTED AT 82" AFF. DATA CABINET ( 62 r I fl 1 B2 i 62 ( 111`)�� .� B2 ) N VENDiLATION S A „ SWING SPACE ONUT RADIUS AS THE OPPOSING SIDELL AS 12" t . 11 _LF------ _ ALARM PANEL • • (1) DEDICATED CIRCUIT QUAD POWER OUTLET WILL BE ELEC PANELS ANDl'EQ, /E4 INSTALLED ON THE BACKBOARD FOR POWER INPUT FOR NE EQUIPMENT. SEE CHELSEA SWITCH UPS UNIT INSTALLED IN THE DATA CABINET. THE OUTLET ELIC SHEETS. 1 e e . •• ROL 1 SHOULD BE INSTALLED AT 68" AFF. 1 STOCKROOM ELEVATION 2 STOCKROOM ELEVATION AI STOCKROOM ELEVATION 6 STOCKROOM ELEVATION < b. LTHE UPPER ABELED BYITHE GC TO PE ORDTBACKBOARD SHOULD BE HE DEMARC PHONE AND A5.2 1/41. . it—on A5.2 1/41. = f_01. M. = 19-01. 1/41. = 19-01. CIRCUIT DROP-OFF FROM THE LOCAL EXCHANGE CARRIER (LEC). 48" 1 c. AT LEAST (3) 1" CONDUITS FROM EACH VOICE/DATA LOCATIONS OCATION AND 1 PER E-COM 1 O 0 0 OPLYWOOD 0 ® STATION) WILLWBEAT THE CASHRAPHOME RUNOTOPER PSLTHE DATA CLOSET STUBBING SEAL: 0 UP AT 120" AFF. DEMARC CONDUIT TO POS FOR NETWORK/PHONE C> ' . ' . • • mEXTENSION CABLES. GC TO RUN CONDUIT AS b. THE THREE 1" CONDUITS FROM THE MANAGER'S DESK WILL ALSO CM ' NEEDED TO BRING PHONE LINE INTO BE HOME RUN TO THE DATA CLOSET STUBBING UP AT 120" AFF. DATA i DATA CIRCUIT SPACE. (1) CONDUIT FOR EACH CABINET &(-- �— ��gR��A PAHE� ;., . . . . PHONE BOARD I ! DATA CLOSET TELE-DATA LOCATION. d. TRAFFIC COUNTER SPECIFICATIONS o € COMPONETS Sc • PROVIDE J-BOX ABOVE CEILING CENTERED ABOVE ENTRANCE FOR11NET ROUTER (91S - - - - TiLINE INTO SPACE �� (eD AI? Nfv,At a�� • ON TOP OF rico SWT RACK BY LBJ O DOORS FOR TRAFFIC COUNTER. GC TO CONNECT RECESSED 1 CL2 o cisco sco 2 PHONE LINE INTO SPACE CONDUIT WITH PULL STRING FROM J-BOX BACK TO THE DATA �` AT2 In a exawsloUNITSiani O CLOSET AND TERMINATE ABOVE THE PATCH PANEL LOCATION BRUCE CA�LSQi I DI � � • • Pl4oN'E'Ss • • . •' •. . . , . • • I O3 LOW VOLTAGE CONDUITS TO AT 120" AFF. D' AUDIO RECEIVER P.O.S LOCATIONS AT SALES • CAT 5 CABLE SHOULD BE RAN FROM THE NETWORK ROOM TO v No. 3112 �6 —•{-•01. a � AUDIO RECEIVER E AREA ROUGHLY 3-FRT FROM THE ENTRANCE, WITH 10-FT SLACK MINNESOTA Y t MINNEAPOLIS, UN--TERMONATED AT EACH END. tf� V S �� ' I (FOR DATA ABINET ® SHOPPERTRAK CONDUIT INTO (UN-TERMONATED) 0 a rs .4 CISCO O WIFI/AIRPORT CONDUIT SWITCH e. VOICE/DATA LOCATIONS 1� + '� ^ P10 .J. © AUDIO CONDUIT • ALL VOICE/DATA LOCATIONS WILL BE STANDARDIZE IN A aV z I f :.;:;.; ;. " O0 4-JACK HOUSING. TOP OF 2 FOR VOICE, BOTTOM 2 FOR OF 0 z © EXIT I I;:::::..:. \CFIXED SHELVING oo PLUG FROM Q S .T •. 1 A DATA. ALL RUNS WILL BE ENHANCED CAT 5E STRAIGHT ¢ w i^_ I I ' 171,--- 12" 24" 30" RACK THROUGH. ARCHITECT I , ® BURGLAR CONDUIT TME VOICE JACKS WILL BE MARKED V1-VXX BOTH ON THE '�o v z / :: :::::::::: , `. CLEARCLEAR � vvvvvvv I-, ¢ ,, / THE VOICE PATCH PANEL AND AT JACK HOUSING. No 1 w ♦ r1 �w N O I it �, LATCH FOR SERVER SWINGI I THE DATA JACKS WILL BE MARKED D1-DXX ON THE DATA ► � —.�—! Q N ` \ SIDE PHONE SYSTEM BY LBJ; GC TO PATCH PANEL AND AT JACK HOUSING. S`'IONATURE di cv '� O ! o \ \ I -■ — `.-- kALLWAY / ' ' \ FITS \ INSTALL ALL CONDUIT WITH PULL . THERE WILL BE AT LEAST 4 VOICE/DATA LOCATIONS AT EACH 4.6.18 - I ID \"` ALCOVE w W ao (1) QUAD SHOULD BE ISOLATED GROUND STRINGS (INCLUDING RUNS) FROM CASHWRAP. ONE FOR EACH CASH REGISTER LOCATION. DATE ISSUED O : C I .,,� WOO ) = J N - MALL DATA/NPOE/IDF ROOMS FOR ALL •• THERE WILL BE 1 VOICE/DATA LOCATION AT 18" AFF ON THE 3112 ad �\ f z I N��� I o- �� `o -� Q L° 1—DUPLEX (FOR PRINTER) Ti & PHONE LINES, MUSIC SYSTEM, MANAGERS DESK UNDERNEATH THE MANAGERS PC LOCATION. ��e;� !� �' al vi a SHOPPER TRAK, AND WI FI SYSTEM. REG. NO. (v I M m • THERE WILL BE 1 VOICE DATA LOCATION AT 18" AFF IN THE 0 B2 I �p e @p— I /` v� VOICE/DATA JACK LOCATIONS AND HOMERUN TO TOP OF MANAGERS DESK UNDERNEATH THE MANAGERS PC LOCATION rDATA CLOSET AREA 113 I ® --- o * . 8 FOR FAX. THIS LOCATION SHOULD BE LABELED AS "FAX" AND L.. ` 1 UMBER. • THERE ALSO SWILL BEHOW E VOICE/DATA FAX PHONE NL CATION AT 36" AFF IN THE LUCKY* BRAND o0 VC 8 0o INSTALL CONTINUOUS CONDUIT FROM � HTS < HTS r MANAGERS DESK ABOVE THE DESK AND TO THE RIGHT OF THE c_ (2) (2) Lr DRAWING 5• SALES FLOOR/RCP LOCATION TO DATA MANAGERS PC LOCATION. THIS LOCATION SHOULD BE LABELED •_ ;_ `�A TUBE \ \ \ CLOSET. AS "INVENTORY" AND ALSO SHOW THE INVENTORY PHONE WASHINGTON SQUARE r 6- BER.3 STOCKROOM ELEVATION ELEC PANES EQ UIP STOCKROOM AND 7 DATA CLOSET DETAIL • ALNUL" CONDUIT SHOULD BE SOLID END TO END AND HAVE PULL MALL < ELEC SHEETS. STRING. al k.5_....:.2) 1/4•• = 19_01. A5.2 SCALE: 1/r = r-01. 3. GENERAL NOTES 9 716 SW j (1) CONDUIT PER EACH a. PROVIDE EMPTY 1" COMMUNICATION CONDUITS (HOME RUN) WITH WASHINGTON SQ ROAD 5 TEL /DATA OUTLET RO RUN TO PULL STRINGS FROM DATA SHELVES TO END POINT (SOLID 1" TIGARD, OR 97223 a TOP OF DATA CLOSET CONDUIT END TO END). ADJUSTABLE b. EACH CASH REGISTER & PC LOCATIONS REQ A NOTE FOR SOLID 5 POWER GC TO PROVDE 16"D �, OUTLET WHITE PLAM SHELF WITH 2 i CONDUIT FOR COMMUNICATIONS CABLING WITH A PULL STRING. SPACE #F03 a_ k I r BRACKETS PER SHELF c. ELECTRICAL CONDUIT SHALL BE WIRED AND CONNECTED AS 11 11/ 11 11 NOTED (PER CODE). cc • d. PROVIDE A SOLID END TO END CONDUIT RUN TO THE DATA 0 v -THERMOSTAT BACKBOARD AT 120" AFF. • SPECIALTY DESIGN AT2 ' P FZ -� CV GC TO PROVDE (2) 4. PATCH PANEL �' ' 1 1/2" GROMMETS ALL PORTS ON THE VOICE AND DATA PATCH PANELS LABELED (I.E. SHEET TITLE: ® u GC TO PROVDE 30"x72" V1, V2, V3 ... D1, D2, D3 ... ETC). LABELS SHOULD BE DONE IN STOCKROOM P10 - • ORDER OF THE PORTS (E.G. PORT 1 ON THE DATA PATCH PANEL PRE-FABRICATED OFF-THE-SHELF It; ♦ d• 00 SHOULD BE D1 PORT 6 ON THE VICE PATCH PANEL SHOU BE V6 INTERIOR ELEVATION & a I I- —— 1I- — — 1F" ——1 T_ T _ _ _ __ _l 1- -- 11- -"— -1I- — — i P10 cv ,00 ` ��04� WHITE MELAMINE COUNTERTOP. ETC). V19 IS LINE 1 AND IS LABELED AS 'LINE 1' ALONG WITH THE ul FIXED 12" SECURE TO WALL WITH CLEATSDETAILS SHELVING 11 11 62 PHONE #V20 IS LINE 2 AND IS LABELED AS 'LINE 2' ALONG WITH 0 J < BB > I II L I THE PHONE #V21 IS FAX AND IS LABELED AS FAX ALONG WITH THE �' _ (� _-_ ---_--- ; o LL — o ° PHONE #V22 IS INVENTORY AND IS LABELED AS 'INVENTORY' REVISIONS: o v z _ �� GC TO TO 2'-0"' N T SAFE 1 ALONG WITH THE PHONE # (USES THE SAME PHONE # AS THE FAX). 3 "�co 1 0 I o, 0 U.0 FILE e e °o °o C FILE TOLCONCRETE — . V23 IS MOH AND IS LABELED AS 'MOH' ALONG WITH THE PHONE # NO: DATE: BY: N N o BB � "' SAFE SLAB ,.� (USES THE SAME PHONE # AS THE FAX). V24 IS DBU AND IS n 4.6.18 PERMIT SET r- . -co- I LABELED AS 'DBU' ALONG WITH THE PHONE #. o cv t. FITTING HALLWAY 0 N ALCOVE .��-FILE CABINETS SUPPORT U.0 FILE ' U.0 FILE 5. WALL JACKS 0 COUNTERTOP ` EACH JACK SHOULD BE LABELED (I.E. V1, V2, V3 ... D1, D2, D3... 36" �, ABOVE ETC). ONE OF THE VOICE JACKS ABOVE THE MANAGER'S DESK to B2 B2 CD , 72" 72" SHOULD BE LABELED AS INVENTORY AND SHOW THE INVENTORY z I I A IN PHONE #. MAKE SURE PATCH IS MADE ON THE PATCH PANEL TO - I I1 II I �( _ u n I I rt n I 0 MAKE THE JACK LIVE. ONE OF THE VOICE JACKS BELOW THE >- EQ EQ ELEVATION PLAN MANAGER'S DESK SHOULD BE OUTLINE ,ter ,� A B LABELED AS FAX AND SHOW THE FAX PHONE #. MAKE SURE PATCH I PROJECT NO: 16025.001 0 OF MOBILE IS MADE ON THE PATCH PANEL TO MAKE THE JACK LIVE. j SHELVING 1 DRAWN BY: EBC 0 4 STOCKROOM ELEVATION 8 MANAGERS DESK DETAILS _ A5.2 1/4" = 1.—ow A5.2 SCALE: 1/2a = 11_01. A5 • 2 COPYRIGHT BRUCE 1.1• CARLSON ARCHITECT, PLIC 2018 GC TO PROVIDE 12"D - , • CLEAR 3/4" WOOD SHELVING, I ,4 1,, LANDLORD PLUMBING NOTES I: � C1 AC6 PAINTED WHITE, WITH 18"H ; 16 1 AC. BLOCKING IN WALL 1. TOILET FACILITIES SHALL BE DESIGNATED IN COMPLIANCE WITH ALL APPLICABLE_&; AC5 PROVIDE BRACKET AT ADA AND BUILDING DEPT. CODES. BRUCE M. • co 48" OC MIN. w CARLSON - it iarchitecture • planninginterior design I �� I 2. PROVIDE 3" FLOOR DRAIN AND CLEAN-OUT. ' 9 . . FA —� CL3 _�' • 3. EACH RESTROOM MUST HAVE AN EXHAUST SYSTEM. BRUCE M. CARLSON ARCHITECT, PLLC AC1 •II P7 800 WASHINGTON AVE. N. SUITE 208 z ix AC4 p4. TENANT IS REQUIRED TO PROVIDE A WATERPROOF MEMBRANE BENEATH THE MINNEAPOLIS, MN 55401-1330 I w C1 J �' 1141110.0 ( 112 ) 1 P10 z FINISH FLOOR SURFACE UP TO A HEIGHT OF 4" ALONG ALL WALLS. PHONE: (612) 547-1300 N U •C1 • ��A5.3 © 12" 2'-4" w v FAX: (612) 547-1301 AC7 <AC3� 5 5. TOILET ROOMS WALLS AND CEILING SHALL BE CONSTRUCTED OF METAL STUDS 15)1 cu \ . I FRP �' _ - m WITH WATER-RESISTANT 5/8" TYP "X" GYP BD APPLIED TO THE INTERIOR SIDE CONTACT: CORY B I LLIG AC5 • o of OF THE TOILET ROOM. AT A MINIMUM, INTERIOR WALL FINISHES SHALL BE A cbillig@cmarch.com .,4 r� .1 — CACI Off - - - .d I LIGHT COLORED ENAMEL PAINT WITH A 48" HIGH WAINSCOT EXTENDING 24" ON AC2 r <AC4}-- _ _ -- Cr) EACH SIDE OF AND 24" BEYOND THE FRONT PORTION OF ANY WATER CLOSET AC8 % ` C-7>1 AC6 - M o1 x THE CEILING SHALL BE A MINIMUM OF 8�-0" AFF, BE CONSTRUCTED OF 5/8" . . . . . . . . . . . . . . . . . . . . . AC1 =l TYPE "X" WATER RESISTANT GYP BD AND BE FINISHED WITH ENAMEL PAINT. .. , .. .�. .„ . . .N. . . . . . as �9. . . . . . . . r7 THE CEILING SHALL CONTAIN A VENT, WHICH SHALL BE CONNECTED TO THE B3 ` . 1. _I rn rn • • LANDLORD'S EXHAUST SYSTEM OR AS PURSUANT TO THE CENTER 12" 3o-6p4 REQUIREMETNS. NORTH RESTROOM PLANCD 2 TOILET ROOM ELEVATION A5-3 SCALE: 1/4s = 1' = 0" A5.3 SCALE: 1/4s = 1'-0" • CL3 P7 ------L\ IP SEAL: NOTE: . ACCESSIBLE TOILET ROOM SIGNAGE FINISHES TYP AT ALL TOILET _ \ ^ ELEVATIONS. PI0 •- AC8 z w WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR - LF____I----_________. o 8" ROOMS AND SPACES, RAISED LETTERS SHALL BE NOTE:. \ i--� AC7 \ _ - . m ^ ,irPROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE INSTALL NONABSORBENT FRP o <AC2> o b �� IN CONFORMANCE WITH SECTION 703 ADAAG. SIGNS WAINSCOT TO 4'-O" AFF ON ALL Y C1i CI- 1--, >- 0....(Cr°) • Q9SHALL BE INSTALLED ON THE WALL ADJACENT TO WALLS IN TOILET ROOM. o T ,:'1, -I ri z� ¢�" o °DA.....T...1 4-•"?..) � WHITE LETTERS THE LATCH OUTSIDE OF THE DOOR. WHERE THERE IS ACCESSORIES INSTALLED ON OR • m x0 BRUCE M. CARLSON C. AND FIGURE ON NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT WITHIN THIS AREA SHALL BE SEALED o = v w COOL GRAY FIELD DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON WATER TIGHT. B3 n K �•-- W/ NO-GLARE NEAREST ADJACENT WALL, PREFERABLY ON THE — - ^F• v No. 3112 Q FINISH. RIGHT. MOUNTING HEIGHT SHALL BE 48 INCHES UNISEX MINIMUM ABOVE THE FINISHED FLOOR TO THE / 3'-0" MINNEAPOLIS,MINNESOTA RAISED BRAILLE NOTE: L.I AT BASELINE OF THE LOWEST TACTILE CHARACTER AND TOILET ROOM SHALL CONFORM TO } SIGN.BOTTOM OF 60 INCHES BASELINE MAXIMUM OF ABOVE THE TACII FINISHED E FLOOR CHARACTER. ALL ADA REQUIREMENTS INCLUDING 3 TOILET ROOM ELEVATIONTHE � �� MOUNTING LOCATION SHALL BE DETERMINED SO THAT BUT NOT LIMITED TO: A PERSON MAY APPROACH WITHIN 3 INCHES WITHOUT A5.3 SCALE: 1/4s = 1'-0" ENCOUNTERING PROTRUDING OBJECTS OR STANDING - GRAB BAR DIAMETER: 1 1/2". RC R ARCHITECT WITHIN THE SWING OF THE DOOR. - INSULATE EXPOSED LAVATORY �� SUPPLY AND WASTE PIPES. A RE - INTERNATIONAL ACCESSIBILITY SYMBOL SHALL BE MOUNTED CL3 4.6.18 ON THE WALL ADJACENT TO P7 DATE ISSUED TOILET ACCESSORY SCHEDULE T THE LATCH OUTSIDE OF THE 3112 REG. NO. TAG ITEM MODEL # COMMENT NEW EXG RELO N/A <AC1> TOILET EXG VERIFY ADA • COMPLIANCE. • Pio . -- LUCKY IX BRAND Z VER<AC2> LAVATORY EXG pMIPLIANCE. • :_-_-_-: ::: ::: <AC7> 24" 12" -�AC3� L.L.5 WASHINGTON SQUARE VERIFY ADA - ' ' - MALL <AC3� 18 GRAB BAR EXG \ COMPLIANCE. • AC4 I oI CI- ........... a o F <AC2>---',4:1.: . . : : . .. .P_. 7,� AC5 _ \ �� 0 q c SW <AC4> 36" GRAB BAR EXG VERIFY ADA • • cI < T. . . AC6 °O z(f) "� 1 0 i V J rY : ~ w w FRP -- o I WASHINGTON SQ ROAD r COMPLIANCE. - o . - . z w ............ <AC5> 42 GRAB BAR EXG B3 —� , � o " COMPLIANCE.nlc�. • TIGARD, OR 97223 TOILET TISSUE BOBRICK SECURE INTO FRT SPACE #F03 <AC6> DISPENSER OLL#B-7685, DOUBLE WD BLOCKING IN WALL. 4 TOILET ROOM ELEVATION <AC7> MIRROR BOBRICK MIRROR TO BE : ::: A5.3 SCALE: 1 4" = 1'-0" 0-165 1836 CAULKED BEHIND WITH • • / SPECIALTY DESIGN CLEAR SILICON. IINMIIMINE <AC8> PAPER TOWEL SUPPLIED BY SECURE INTO FRT • DISPENSER TENANT WD BLOCKING IN WALL. SHEET TITLE: <AC9> WATER HEATER SEE PLUMBING TANK TYPE ENLARGED PLAN AND SHEETS :::•::••::::: INTERIOR ELEVATIONS Cc4C1C}1 TOILET ACCESSIBLE ___ SEE DETAIL THIS • SIGNAGE SHEET TOILETS ...... .,77777[[ ,, .'.... ........... <AC11> DRINKING FOUNTAIN SEE PLUMBING OR APPROVED EQUAL SHEETS REVISIONS.. """""liii+dlltlii ! T'I[[111.1.' .. .. NO: DATE: BY: ZD-SEAT COVER z ,' CACI DISPENSER BOBRICK B-5221 OR APPROVED EQUAL z ........... ............ ........... ............ ............ ............ VAli[j UTILITY SINK SEE PLUMBING OR APPROVED EQUAL • o m ,// SHEETS :. ::::::::`:::: :::•::: : :• ao o io - �� MOP HOLDER BOBRICK OR APPROVED EQUAL o �.\ -- #B-223 X 24 x ........................ ............ QED SHELVING SYSTEM --- PROVIDED BY VENDOR PROJECT NO: 18028.001 I'I1111!!{1'1'1'!!!II!'1!:.. f.1'1:11!fll LIQUID SOAP BOBRICK 4SEDSURFACE MOUNTED DRAWN BY: EBC DISPENSER #B-2111 - �.H 4I 5 TOILET ROOM ELEVATION tri COAT HOOK CF/CI STAINLESS SURFACE MOUNTED A5.3 " = 19-0- STEEL ........... ............ .......... SCALE: 1/4 1 0A 5 • 3 ............ ... .... COPYRIGHT BRUCE N. CARLSON ARCHIECT, PLLC 2018 M V4 Q P r Cri ACCESSIBLE FITTING ROOM SIGNAGE r co 4` 6" 4' 6" x 8 1/4" PLAQUE WITH 4" HANDICAP T� �— BRUCE M. o \ PICTOGRAM, 3/4" COPY, GRADE II BRAILLE. CARLSOgn N ,C19 - architecture • planning • interior design COLORS: BACKGROUND - BRONZE BROWN, CL2 CL2 CL2 co APPROPRIATE COPY - WHITE (WITH NO-GLARE FINISH) AT2 AT2 a..........----- AT2 BRUCE M. CARLSON ARCHITECT, PLLC f Jr SAND TEXTURE, BLIND-MOUNTED. SIGN A Ai ''',;..„2,- 411/4. AREAERBIAGESERVEDFORSHALL BE INSTALLED ON THE WALL ----OPEN— MI WASHINGTON AVE. N., SUITE 30VADJACENT TO THE LATCH OUTSIDE OF THE P3 MINNEAPOLIS, MN 55401-1330 a DOOR. MOUNTING HEIGHT SHALL BE 48 A 2 m ,\ - I P3 I �, PHONE: (612) 547-1300 co / 7 m FAX: (612) 547-1301 TJ RAISED BRAILLE INCHES MINIMUM ABOVE THE FINISHED FLOOR . / / 0 AT BTM OF TO THE BASELINE OF THE LOWEST TACTILE / ' / 0 SIGN. CHARACTER AND 60 INCHES MAXIMUM ABOVE / / • CIi // CONTACT: CORY BILLIG \ THE FINISHED FLOOR TO THE BASELINE OF / : p3 A-1 © • cbillig®cmarch.com THE HIGHEST TACTILE CHARACTER. o / e 0 a MOUNTING LOCATION SHALL BE DETERMINED - z ¢ \ / / a - a ,, SO THAT A PERSON MAY APPROACH WITHIN oj v \ s / \1 /� A7 0l v _ - - - 3 INCHES WITHOUT ENCOUNTERING ,1 o U < HD ) / 11 PROTRUDING OBJECTS OR STANDING WITHIN I Z TYP AT �' �` + z I- I z z T z / - - - - ¢ U H / \ \ p U - F= r 0 U - P Q THE SWING OF THE DOOR. IF THERE IS NO ¢ FITTING \ \ - z Q f-- o z / " / ¢ F— - / WALL SPACE TO THE LATCH SIDE OF THE DOOR, \ \ ; b w ~' r I o w OPEN o LLI DOOR, SIGN SHALL BE PLACED ON THE o UON i ; I o rn I FITTING / TO STOCKROOM d i I NEAREST ADJACENT WALL. GC TO ORDER t / o- / a / '', CO o 00 p SALES / ^ - -_ Eo FROM ALLPLAQUES.COM; (877) 292.0654 ADA ` / / SALES F- F- / /� ,1 vFITTING // - - --- SERVICE FITTING / .104 ) ,c1/03 ) m m / / 1 / CORRIDOR / , / . / , \ Al- - B1 \ Ns � I/( 102 ) 1� -4.----- B1 - -N. _ 01 I ,c- 0 4 A 1 < M5 > SEE 4/A5.4-' TYP AT '- ' ` ` - 16'-1 1/2" FITTING MOUNTING NOTE ROOM, UON III 3 FITTING ALCOVE ELEVATION 6 FITTING ALCOVE ELEVATION 9 HALLWAY ELEVATION MINIII 5'-1" 5'-1 1/2" 5'-1 1/2" II. 5.60 A5.4 SCALE 1/4" = 1'-0" A5.4 SCALE 1/4" = 1'-0" A5.4 SCALE 1/4" = 1'-0" SEAL: CLEAR EQ EQ •5.64.11,••5.6 r©ti A5.6 Mar ii� ® I ® —• ,r4r. IN ,— ADA u 0 ® I /CH1/ ,: BN , FITTING % FITTING FITTING CL2 . C 2 © • CL2ti„.‘4S- 4D 14-Re-ei- J/ = I _ AT2 AT2 AT2 � i Fi HD I HD v `n N B UC M. CARLSON � % I (t r P3 2Li. _ IP3 I - OPEN • 1 --- HUS cr, - • �i�� —— 0 _rii� _ _ i N 5 \- - A C 1;Idij 3' 1 1/2" 6" I•:, Q i MINNEAPOLIS, MINNESOTA " r 3 t� R.O, TYP TYP 5.4 6 I I N o ¢ EQ EQ L. ♦ / f1 I � '5.4 _ 0r / m �,> - "'\.." ^ I I FITTING .ALCOVE v� I Io I i = I / J o o •�� w , o J / o n \<= o .� ���1 ■ 54` I I`. `nU M5 to tI / � � oz / \ / < oz �1 /r / ►JF i _ r w w w / ---)) ¢ I 1iLli. � :� �` ~ ; �� - - - - / - 0 -I U I U A7 • A ~ c� I o - c� / 1 / / BRU AR ON A CHITECT ¢ - - f (DI z 4-t° 1- F- \ �� \ Q az MF- Qz % 1 / / ¢ r is / �.. \ \ z `. r- - / zIft t a w . F;. \ 0 w Er- lL I OPEN / a w 51.0 ori 0 I ''� 1 / o \ I a o o °' FITTING / TO / ITS TING I ATURE ¢ ' ' $ 00 0 : F= C c- // -co o F= r / SALES / -co LL 4.6.18 o ©®0 o SALES Q.A- -- - W / ADS SERVICE \�I__ / / SALES v / /i �1 / DATE ISSUED o �+ xE�' mi • FITTING CORRIDOR /1 t1- i ;410 ) m / / 1 / 3112 05 it E' REG. NO. �+� B1 co N o / I B1 I~�. f�( 111 ) - I �/( 106 )1` —/ 61 Nc- v GC TO PROVIDE 20" N 2 cri NORTH AOTNTOPE&ABOTTOM,ING A 1 A LUCKY* BRAND 1 FITTING ROOM PLAN FOR TYPE CI)A5.4 SCALE: 1/4" = 1' = 0" WASHINGTON SQUARE i 4 FITTING ALCOVE ELEVATION 7 HALLWAY ELEVATION 1 o HALLWAY ELEVATION MALL �_ / 3'-8 1/2" y` 7'-5 1/2" ,t. '-1" A5.4 SCALE 1/4" = 1'-0" A5.4 SCALE 1/4" = 1'-0" A5.4 SCALE 1/4" = 1'-0" VIF CLEAR 9716 SW L WASHINGTON SQ ROAD --- 7 —4,...- I i • / TIGARD, OR 97223 J ..•.•.•.•!,•.•,•.•,cec•.c•.c•,you.:._:..•_.•_......!.w.•....•.• / cl � M1 > ' �Ilr- f- -- - SPACE #F03 Q I- FITTING / u I I R-® / co Q % .� iii . -I w CC I I R o � , < HD � � U CL2 113 I v o : AT2 CL2 I��.� ji : ____ _ , _ __,, �� AT2 SPECIALTY DESIGN -N, ^ _ - — — v - c1 �� OPEN�� OPEN 7 iNi-I I - — SHEET TITLE: m r a ^ HALLWAY A5.4 00 I I o - o P3 - ; 362S123-33 METAL STUDS TiLI) ,r, 3'-1 1/2" • 5.4 I I I / m AT 16" OC, TYP AT ENLARGED PLAN AND o U " �:� / BLOCKING LOCATIONS INTERIOR ELEVATIONS cv R.O, TYP ■ 8 ti �� "err A7 f_o O •• III_ P3 20-GA SHEET cr 6 5.4 ; CONT 6001125-33 CLIP Ei • _ �, _ • \ \ / _z ^\ / \ f \ / FLANGES AT EACH STUDS METAL BACKING FITTING ALCOVE Ns — { - - ^ o co z .� )—< ci9> -O �� / HDQ o D > SHEET METAL SHEET METALoiz / 0 U s / PREVISIONS: N z F- ¢ > / SCREW SCREW ICI HD } u HD } _ HD - z // �_ ¢ z // // // FITTING 2--#10TEK 3-#8TEK EACH NO: DATE: BY: /CH17 ® /CH1/ • //� / w AT r- r` a �/ // / DOOR, o TYP AT ITEMS o (EACH STUD, STEMS' TYP GHING Q, T i ' r'ITTI TIN FITTI STOCKRM FITTING_ —� o P 4.6.18 PERMIT SET _. , s .. �_ ao -0 -0 WEIGHING MORE LESS THAN 50 ao Li ® � ! � M1 � f ® � c\i ' ao \\ / a o \ \ \ THAN 50 LBS. 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CARLSON �C� 1'-8" e 5 B1 A SECTION B ELEVATION 0 No. 3112 a E 5.5 tp MINNEAPOLIS, MINNESOTA ,' . = 1'-0" 1 ADA FITTING ROOM ELEVATION 3 ADA FITTING ROOM ELEVATION 5 MIRROR DETAILS .? 0\1--'`'.. o F A5.5 2 SCALE 1 " = 1'--0" A5.5 SCALE 1/2" = 1'-0" A5.5 SCALE 3" F ) / j :R I f ' . .i , .�-C ITECT La w 1 1 ° da 4.6.18 DATE ISSUED 0 3112 00 N 0 00 ME 7- w N w c LUCKY* BRAN D 0 L a . -. \ r \ 1 � 1 ` f � CL2 _ CL2 I - - _ _ _ � _ _ - - - SEE PLAN WASHINGTON SQUARE o AT2 AT2 F OPEN FOR PIN TYPE MALL - - _ it-- - A\ / - -- 1 - - - ��---5/8" GYP BD, FINISH 971 fi SW a AS SCHEDULED WASHINGTON SQ ROAD 57 20" DEEP TIGARD, OR 97223 _.J / / ///) / 48" WIDE U P3 I A2" MDINT F,6 SPACE #F03 Mr w a8 C 0 in— f 7" { 1"�—EASED EDGE o -- EQ EQ -- *C-1/2" SPECIALTY DESIGN `v / Z lb / / / z iiiiiimimi J // o v �' ,^ SHEET TITLE: o ✓ l 0 6" - '6" ` r� 0 L I �1 ' / ���1/2" MDF, a z < M1 > ADJACENT I EXG J PAINT P6 3 ii ? i / ... r / TENANT 1 �� RESTROOM2 / INTERIOR ELEVATIONS o a ® a x ADA FITTING ROOM o - w CENTERED IN I - z 3 5/8 METAL Q, Oj X FRONT OF I I\ o_ STUD FRAMING m - REVISIONS: lc / 0o o 0 ADA BENCH } -co o ;� / AT OPPSITE / N0: DATE: BY: /7 o 1- WALL ~ � FITTING / SERVICE o ' z i / m A 4.6.18 PERMIT SET m o / CORRIDOR I D. / 000 n � igi) f // ,/,.\ . \- CO0 / O I i cap I / B1 a / �, (105 Z /1 I P6 4 Q I 1 / k m \ B1 i�1 r. •\ N- B1 0 \ \ f l �I 1 /f SC1 Y 0lo = [�� v v PROJECT NO: 98028.001 0 - _I m a DRAWN BY: EBC a a 2 ADA FITTING ROOM ELEVATION 4 ADA FITTING ROOM ELEVATION 6 FITTING ROOM BENCH DETAIL bk..5.y SCALE 1/2" = 1'-0" A5.5 SCALE 1/2" = 1'-0" A5.5 SCALE 3" = 1'-0" i6k 5 • 5L COPYRIGHT BRUCE IA. CARLSON ARCHITECT, PLLC 2018 a. $[E fE��xeq�xi. tn c 'ri BRUCE M. co m. CARLSON E architecture • planning • interior design in 800 WASHINGTONON AVE.RN., SU TEPLLC 208 I MINNEAPOLIS, MN 55401-1330 ›.. PHONE: (612) 547-1300 \- FAX: (612) 547-1301 amiN._ CL2 CL2 1 AT2 Y , " AT2 _. CONTACT: CORY BILLIG z - OPEN cbillig®cmarch.com 7P / /F '/ // / 1P31 ISP / / / el // / C- / £Q \ \ / / EQ' /) ' / / / z FITTING ADJACENT TENANT // 6,, 6" - / P3 z / / / ,�c_.� J / / / / / / C' 3 oZ v20 Z / ti CM1 >/ ' r Z r If Li Z / Q Q M1 � x o o _ z / MEMINI / 2 a w `�- ® SEAL: FITTING / SEE 11/A5.4 C / FITTING coI FOR BLOCKING O / / m L.L.o o / m / r , / x F m m /O �/ " F / / d Z v v � a / A5.5 no ofo / In � / / o o/ < DAJc b BRUCE M. CARLSON f� ,- - -/ B1 I % I B1 1 Z EQ / EQ 1 0 No. 3112 0 MINNEAPOLIS, MINNESOTA ,.' c` 1 TYPICAL FITTING ROOM ELEVATION 3 TYPICAL FITTING ROOM ELEVATION 1.?' -C) P 45.6 SCALE 1/2" = 11-0" 45.6 SCALE 1/2" = 1'-0" - a ITECT pr.\ LLI cn S1 N-- TU R tri 4.6.18 o DATE ISSUED 0 3112 05 N REG. NO. 0 CO MI=I co c o, LUCKY * BRAND 2 L N____ CL2 CL2 WASHINGTON SQUARE . z...- OPEN AT2 OPEN AT2 MALL cri El - 7 7- 9716 SW WASHINGTON SQ ROAD / / m / P3 TIGARD, OR 97223 / / / a / /, ADJACENT TENANT / FITTING SPACE #F03 N / A7 / o / / / /P3 SPECIALTY DESIGN 0 / 1= / / J '0 =I / J Ti / ,� 0 / <1- I a o SHEET TITLE: / / z r Q et / o z INTERIOR ELEVATIONS / / z ` • / p '� AT TYPICAL LT w / / x a / a FITTING ROOM / oo o Z o x ° / - v / 0 .�. 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LINE cd Q I N 1 .. - .. 8 MALL CONCOURSE o i r. � :. �.:• . ..8 - ♦ � _T• T �� � �. � '�' 7.-.. :. � -- •• � . .- . : � � � � � � �� ALIGN EXG NEUTRAL (1) LAYER OF 3/4" FRT PIER TO REMAIN z ao- PLYWOOD OVER 2 1/2" a BR1 CD ACCESS PANEL e► m BR1 SOFFIT A METAL STUD FRAMING � 12'-0" AFF PROJECT NO: 18028.001 J ILLUMINATED 'LUCKY BRAND' (2) 24" X 96" DISPLAY GRID, DRAWN BY: EBC LOGO STOREFRONT SIGNAGE SEE 3/A3.1 FOR DETAIL c MOUNTED ON TRELLIS FRAME. 3 ENLARGED RCP AT STOREFRONT SEE VENDOR DRAWINGS FOR 5 DETAIL AT METAL REVEAL A6 " � " NORTH �UDNDERIL NSOPARATEFAND LPERM PERMIT)SCALE 1/4 = 1 —0 A6 SCALE 3" = 1'-0" A6 COPYRIGHT BRUCE III. CARLSON ARCHI1FCT, PLC 2018 ■a a ,c rn cv Criw L1.1� ,.I aaw Iii w zw 1 Z BRUCE M. 6 SEE STRUCTURAL architecture • planning • interior design ARLSON \ SHEETS FOR co L_ ADDITIONAL INFO BRUCE M. CARLSON ARCHITECT, PLLC (''" 1 800 WASHINGTON AVE. N., SUITE 208 _ I �, DIAGONAL KICKERS - - DIAGONAL KICKERS MINNEAPOLIS, MN 55401-1330 ID AT 48" OC, TYP cow AT 48" OC, TYP PHONE: (612) 547-1300 SEE 1/A6.1 FOR FAX: (612) 547-1301 CL2 INFILL STUD CL2 SIMILAR CONTACT: CORY B I LLI G 0 P9 FRAMING W/ SLIP P9 NOTES/DIMENSIONS �� III 40/0* NOT SHOWN111 cbillig�cmardh.com CONNECTION TO EXG FRAMING 4 LI G -r A1.1 J \ CL1 ' , 6 CL1 • r 11 5 P3 =I>= = ==4== = = == = - _ I A6.1 P3 I111 I I A6.1 IN k --\ 1 . , I I A( I�_ OH SECTIONAL L. BR1 BRI ,2 1/2",i, z DOOR, TRACK AND I ,� z ,� o f HARDWARE I Q o f STOREFRONT ¢ vi I 0 = 10 GLAZING s z Co !:. -I ° I– SYSTEM J -J w 0I s I m m SEAL: LT_u_ --4- J u_ J SCREENWALL AT ff o b N o o SALES ' MALL CONCOURSE DISPLAY BEYOND _., I ... a I o c� ¢ I o 0 Li 1 i 0 a xo 5/8" GYP BD, % • o m a m PAINT P3 1 ]a STEEL O ou LI -ii. BOX BEAM, SEE ' � ANGLE, 0 m STRUCTURAL . I' PAINT SHEETS FOR MORE I. BRUCEM. 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NO: DATE: BY: \., EXG NEUTRAL IMALLI, PATCH/REPAIR AS A 4.6.18 PERMIT SET MALL CONCOURSE i BR1 CORNERPIER TO REMAIN I REQ AT TRANSITION. m STUD INFILL I BR1 I ON 3/4" FRT o UNIT AS REQ 1/4" WEDGE ALL ANCHOR m ® 16" O.C. COORD W/ MALL OP TO PLYWOOD cgBR1 SEE 1/A6---1 OBTAIN MALL FINISH. FRT WOOD -" k2A1222: c FOR PATTERN 5C1 , BLOCKING m 1 LAYER OF 3/4" FRT . .. .._ ... _ . _ . PLYWOOD..:, . OVER 2 1 2" Q STEEL ANGLE, 1' /11. . / �! S PAINT pg m METAL STUD FRAMING C — ' o PROJECT NO: 18028.001 % DRAWN BY: EBC c � COURSING ATSOLDIE BULKHEAD dif 3 JAMB DETAIL AT STOREFRONT GLAZING 4 GLAZING BASE DETAIL 6 BOX BEAM DETAIL AT OH DOOR A6.1 SCALE 3" = 1'-0" A6.1 SCALE 3" = 1'-0" A6. 1 SCALE 3" = 1.-0" A 6 • 1 COPYRIGHT BRUCE H. CARLSON ARCHITECT, PLLC 2018 -- - - A - - - - - -- - -- - - - -- - _- - - -- - -- _- _ - -- - -- - - - - - - -- _- - - - -- - - - - -- - - - - --- - - cv I!) a; r -a GENERAL PROJECT NOTES ELECTRICAL SYMBOLS SCHEDULE BRUCE M. _ . CARLSON o LIGHTING POWER FIRE ALARM architecture = planning . interior Cosign GENERAL DEMOLITION to 1. REFER TO ARCHITECTURAL ELEVATIONS AND REFLECTED CEILING PLAN FOR EXACT LOCATION OF LIGHTING 1. PROVIDE ALL ELECTRICAL DEMOLITION WORK IN AREAS REQUIRED TO FACILITATE NEW WORK. PROVIDE SYMBOL DESCRIPTION MTG HT SYMBOL DESCRIPTION MTG HT SYMBOL DESCRIPTION MTG HT BRUCE M. CARLSON ARCHITECT, PLLC FIXTURES AND DEVICES. DISCONNECTION AND REMOVAL OF ALL ELECTRICAL EQUIPMENT, LIGHT FIXTURES, DEVICES PANELBOARDS, FIXTURE RECESSED MOUNTED CEILING E FIRE ALARM CONTROL PANEL MINNEAPOLIS,800 WASHINGTONAVE. N., SUITE 208 � N MN 55401-1330 c 2. LETTER THUS: "A" - INDICATES TYPE OF LIGHTING FIXTURES. REFER TO LIGHTING FIXTURE TYPES AS CONDUIT, UNUSED CONDUIT, WIRE, CABLE, J-BOXES, RECEPTACLES, SWITCHES, LIGHTS, FIRE ALARM DUPLEX RECEPTACLE - PHONE: (612) 547-1300 _ DEVICES, ETC., COMPLETE WITH ASSOCIATED CIRCUITING TO SOURCE. WHERE IT IS NOT FEASIBLE TO 0 FIXTURE SURFACE MOUNTED CEILING WP INDICATES WEATHER-RESISTANT RECEPT W/NEMA-3R IN-USE COVER F"' FIRE ALARM ANNUNCIATOR PANEL FAX: (612) 547-1301 NOTED ON THE LIGHTING FIXTURE SCHEDULE. .a REMOVE THE ABOVE, OUTLET SHALL BE ABANDONED, WIRE REMOVED, AND BLANK COVER PLATES PROVIDED. SS SS INDICATES STAINLESS STEEL FACEPLATE 18' - CP CP INDICATES CHILDPROOF RECEPTACLE FIRE ALARM BELL Y 3. PROVIDE ENGRAVED NAMEPLATES ON SWITCHBOARDS, PANELBOARDS,DISCONNECT SWITCHES, MOTOR DEMOLITION DRAWINGS INDICATE DESIGN INTENT AND MAY NOT BE INCLUSIVE OF ALL MISCELLANEOUS AND I--I STRIP TYPE FIXTURE GFCI GFCI INDICATES GROUND FAULT CIRCUIT INTERRUPTER B CONTACT: CORY B I LLI G 1 CONTROL CENTERS, TRANSFORMERS, ETC., INDICATING EQUIPMENT DESIGNATION (OR DESIGNATION OF INCIDENTAL ITEMS. NO ALLOWANCE WILL BE MADE FOR THE CONTRACTOR'S FAILURE TO FAMILIARIZEcbillig@cmarch.com cbillig@cmarch.com EQUIPMENT SERVED) AND VOLTAGE. THEMSELVES WITH EXISTING BUILDING CONDIONS AND THE AMOUNT OF WORK REQUIRED TO COMPLETE I-0-1 STRIP TYPE FIXTURE $ FIRE ALARM HORN 90" THE NEW ELECTRICAL WORK AS SHOWN ON THE DRAWINGS. TURN OVER TO OWNER ALL EQUIPMENT THAT I I WALL MOUNTED STRIP TYPE FIXTURE WALL FOURPLEX RECEPTACLE 18" FIRE ALARM SPEAKER 90" 4. ANY ELECTRICAL BOX THAT BECOMES ABANDONED DURING THE COURSE OF THE PROJECT SHALL HAVE A THEY DESIRE TO RETAIN. ALL OTHER EQUIPMENT SHALL BE DISPOSED OF BY THE ELECTRICAL CONTRACTOR. Q "il BLANK GOVERPIATE ELECTRICAL CONTRACTOR RESPONSIBLE FOR DISPOSAL OF FLUORESCENT LAMPS IN COMPLIANCE WITH ALL o ROUND DOWN LIGHT TYPE LIGHT FIXTURE CEILING Q�� CEILING MOUNT DUPLEX RECEPTACLE 111FIRE ALARM STROBE 901 5. VERIFY LOCATION OF ALL FLOOR OUTLETS WITH ARCHITECT PRIOR TO ROUGH-1N. CURRENT ENVIRONMENTAL PROTECTION REGULATIONS. - FO WALL MOUNT FIXTURE WALL RECESSED JUNCTION BOX WITH FLEX CONNECTION CEILING a FIRE ALARM HORN/STROBE 90" 6. MOUNT MANUAL FIRE ALARM STATIONS AT 42"ON THE HORIZONTAL CENTER LINE OF THE ADJACENT SWITCH. 2. PROVIDE ELECTRICAL DEMOLITION REQUIRED. REFER TO ARCHITECTURAL DEMOLITION DRAWINGS FOR 7. WHERE OTHER ELECTRICAL DEVICES ARE LOCATED ADJACENT TO LIGHT SWITCHES, MOUNT ALL DEVICES AT LOCATION AND EXTENT OF DEMOLITION REQUIRED. CONTRACTOR SHALL VISIT SITE PRIOR TO BID TO ❑ PENDANT TYPE LIGHT FIXTURE Q RECESSED JUNCTION BOX CEILING $ FIRE ALARM SPEAKER/STROBE 90" DETERMINE EXTENT OF WORK INVOLVED. PROVIDE LABOR AND MATERIALS AS REQUIRED TO MAINTAIN emanuelson-podas THE SAME CENTER LINE ELEVATION. AND/OR RESTORE CONTINUITY OF SERVICE TO EXISTING CIRCUITS. FL--)3TRACKLIGHTING WITH HEADS SPACED AS INDICATED 0 SURFACE MOUNTED JUNCTION BOX CEILING $ FIRE ALARM CEILING HORN CEIUNG consulting engineer s 8. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO COMMENCEMENT OF WORK. .-► 3. EXISTING LIGHT FIXTURES BEING RELOCATED SHALL BE CLEANED AND RELAMPED BEFORE REINSTALLATION. 6 EXIT UGHT FACE/DIRECTIONAL ARROWS AS INDICATED WALL EQ RECESSED JUNCTION BOX WALL a FIRE ALARM CEILING SPEAKER CEIUNG 9. FINAL CONNECTIONS TO EQUIPMENT SHALL BE PER MANUFACTURER'S APPROVED WIRING DIAGRAMS, DETAILS Emanuelson-Podas, Inc. , AND INSTRUCTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE MATERIALS AND ® EXIT UGHT FACE/DIRECTIONAL ARROWS AS INDICATED CEILING ICI SURFACE MOUNTED JUNCTION BOX WALL 0 FIRE ALARM CEIUNG STROBE CEILING 7705 Bush Lake Road EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED. Edina,MN 65439 REMODELING EXIT LIGHT WITH EMERGENCY HEADS `4.` DIRECTION ARROWS AS INDICATED WALL O+ FLOOR BOX WITH DEVICES INDICATED FLOOR 8 FIRE ALARM CEILING HORN/STROBE CEILING 95z93o.00so I ,�w.epinc.com 10. ALL EMPTY RACEWAY SYSTEMS SHALL HAVE A PULLWIRE OR EQUAL AND SHALL BE IDENTIFIED AT ALL 1. CIRCUIT NUMBERS SHOWN ON THESE DRAWINGS SHALL NOT NECESSARILY CORRESPOND TO ACTUAL CIRCUIT . JUNCTION, PULL, AND TERMINATION POINTS, USING PERMANENT METALLIC TAGS. TAG SHALL INDICATE BREAKER NUMBERS. CONTRACTOR SHALL CONNECT TO EXISTING CIRCUIT BREAKERS ABANDONED BY EXIT LIGHT WITH EMERGENCY HEADS CEIUNG (= PULLBOX SIZE AS REQUIRED OR NOTED FIRE ALARM CEISTROBE CEIUNG INTENDED USE OF CONDUIT, ORIGINATION AND TERMINATION POINTS OF EACH INDMDUAL CONDUIT. DEMOLmON/REMODELINGDIRECTION ARROWS AS INDICATED UNG SPEAKER/STROBE . 11. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH A STANDARD OF QUALITY. THE `� LIGHT FIXTURE ON EMERGENCY CIRCUIT CEILING POWER DISTRIBUTION 0 FIRE ALARM ADDRESSABLE MODULE 2. WHEREVER THE INSTALLATION OF ELECTRICAL EQUIPMENT CONFLICTS WITH EXISTING CONDMONS NOT ENGINEER RESERVES THE RIGHT TO APPROVE METHODS AND MATERIALS NOT REFLECTED HEREIN. MENTIONED IN THE PLANS OR THE SPECIFICATIONS, THE CONTRACTOR SHALL DETERMINE A SATISFACTORY p DOWNUGHT ON EMERGENCY CIRCUIT SYMBOL DESCRIPTION MTG HT Q FIRE ALARM PULL STATION 42" 111111111111111111111111111.1111111111111 19. CONTRACTOR SHALL REVIEW ARCHITECTURAL, STRUCTURAL AND MECHANICAL DRAWINGS AND SHALL PROVIDE ALTERNATIVE MEANS OF INSTALLATION AND OBTAIN APPROVAL FROM THE ENGINEER BEFORE ACTUAL Z GROUND 0 FIRE ALARM SMOKE DEFECTOR - PHOTOELECTRIC CEILING SEAL: LIGHTS, SWITCHES, RECEPTACLES, TELEPHONE OUTLETS, EQUIPMENT CONNECTIONS, ETC., AND ASSOCIATED EQUIPMENT INSTALLATION. 'e SELF CONTAINED EMERGENCY LIGHT UNIT CIRCUITING IN NEW AND REMODELED AREAS, EVEN IF SUCH AREAS ARE NOT SHOWN ON ELECTRICAL 3. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY EXISTING EQUIPMENT OR CIRCUITS THAT ARE Q METER 0- FIRE ALARM DUCT DECTECTOR DRAWINGS. LAYOUTS, FIXTURE TYPES, QUANTITIES, AND SPACINGS SHALL BE IN ACCORDANCE WITH SIMILAR REMAINING TO BE RECONNECTED TO NEW OR EXISTING SWITCHBOARDS/PANELBOARDS. PROVIDE SWITCHES, AREAS ON THIS PROJECT. CONTRACTOR SHALL INCLUDE COSTS FOR THE ABOVE IN HIS BID. IN ADDITION, RECEPTACLES, CONDUIT, WIRE, ETC. AS REQUIRED TO RESTORE CONTINUITY OF CIRCUIT(S). LIGHTING CONTROL 6 PANELBOARD 0 FIRE SPRINKLER TAMPER SWITCH 1 CONTRACTOR SHALL PROVIDE LAYOUT DRAWINGS FOR WORK IN SUCH AREAS AND SUBMIT FOR APPROVAL PRIOR TO ROUGH-IN. 4. SYSTEM OUTAGES AND SERVICE/FEEDER CUTOVERS SHALL BE PERMITTED ONLY AT TIMES APPROVED BY SYMBOL DESCRIPTION MTG HT ® FIRE ALARM FLOW SWITCH OWNER, IN WRITING. WORK WHICH COULD RESULT IN AN ACCIDENTAL OUTAGE (BEYOND BRANCH CIRCUITS) T TRANSFORMER ' �„.,,, 20. CONTRACTOR SHALL VISIT SITE PRIOR TO BID AND VERIFY THAT CONDMONS ARE AS INDICATED. x SINGLE POLE SWITCH - LETTER INDICATES SWITCH LEG 46" - - " CONTRACTOR SHALL INCLUDE IN HIS BID, COSTS REQUIRED TO MAKE HIS WORK MEET EXISTING SHALL BE PERFORMED WITH THE OWNERS MAINTENANCE PERSONNEL ADVISED OF SUCH WORK. COMMUNICATIONS ' = CONDmONS. 5. CONTRACTOR SHALL PROVIDE NEW UPDATED PANELBOARD DIRECTORIES FOR EXISTING AND NEW CIRCUITS $ $ $ DOUBLE POLE, 3-WAY AND 4-WAY SWITCHES 46" MOTORS r. SYMBOL DESCRIPTION MTG HT 21. WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE ARCHITECT. BEING UTILIZED FOR COMPLETION OF PROJECT. LV LOW VOLTAGE SWITCH 46" s �'�i • SYMBOL DESCRIPTION MTG HT • TELEPHONE 18" \vn 22. PROVIDE PERMITS AND INSPECTIONS REQUIRED. 6. IMMEDIATELY AFTER AWARD OF CONTRACT, CONTRACTOR SHALL VERIFY AVAILABLE PHYSICAL SPACE AND K - .` FP'. ,oet AMPACITY OF EXISTING PANELBOARDS, SWITCHBOARDS, DISTRIBUTION BOARDS, MOTOR CONTROL CENTERS, $ KEY OPERATED SWITCH 46" Q THERMOSTAT 60" i TELEPHONE - WALL HUNG F y��a.° ���� y i� 23. VERIFY THAT EXACT LOCATION OF EQUIPMENT TO BE FURNISHED BY OTHERS PRIOR TO ROUGH-IN. ETC. AND PROVIDE WRITTEN DOCUMENTATION OF FINDINGS TO THE ARCHITECT/ENGINEER. DOCUMENTATION L 24. SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TESTS SHOW THAT WORK IS DEFECTIVE, SHALL INCLUDE A MINIMUM 24 HOUR RECORDING AMPERE READING ON ALL EXISTING SWITCHGEAR BEING LIGHTED TOGGLE SWITCH 46" 0 TELEPHONE - CABINET SIZE AS INDICATEDcir�.ATIO,'VDATE;!z ® MOTOR WITH ELECTRICAL CONNECTION; REFER TO MOTOR _ y.- CONTRACTOR SHALL MAKE CORRECTIONS NECESSARY AT NO COST TO OWNER. UTILIZED FOR THIS PROJECT. � DIMMER - LETTER DENOTES TYPE - SEE SPECIFICATIONS 46" SCHEDULE (MECHANICAL EQUIPMENT CROSS REFERENCE) COMMUNICATIONS BOARD SIZE AS INDICATED 25. PROVIDE EXTERIOR PULL BOXES AND HANDHOLES AS REQUIRED TO COMPLETE WORK INDICATED. SPLICES IN - - EXTERIOR PULL BOXES AND HANDHOLES SHALL BE MADE WATERPROOF USING "SCOTCHCAST" SPLICE KIT Q LINE VOLTAGE RELAY LONF NON-FUSED DISCONNECT SWITCH DATA OUTLET OR APPROVED EQUAL SEAL ENDS OF CONDUITS AND DUCTS WITH "DUCTSEAL" OR APPROVED EQUAL LIGHTING 1. FIXTURES INDICATED AS BEING ON EMERGENCY OR NIGHT LIGHT CIRCUITS SHALL BE PROVIDED WITH 0 LOW VOLTAGE RELAY ❑' FUSED DISCONNECT SWITCH 8 DATA - CEILING MOUNTED 26. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT WHICH IS DAMAGED DUE TO INCORRECT SELF-CONTAINED BATTERY POWERED INVERTER UNIT FOR DIRECT MOUNTING IN FIXTURE. PROVIDE UNIT WITH - FIELD WIRING OR FACTORY WIRING IN EQUIPMENT PROVIDED BY THIS CONTRACTOR. FULLY AUTOMATIC TWO RATE CHARGER, NICKEL CADMIUM BATTERY, AC "ON" PILOT LIGHT, AND TEST TIME SWITCH AS NOTED OR SPECIFIED CABLING V COMBINATION PHONE/DATA OUTLET MATTHEW W. FULTS 27. CONTRACTOR'S FAILURE TO ORDER OR RELEASE ORDER FOR MATERIALS AND/OR EQUIPMENT WILL NOT BE SWITCH. DESIGN AND WIRE UNIT TO AUTOMATICALLY TRANSFER TO BATTERY SUPPLY UPON LOSS OF c CONTACTOR PROVIDEOF POLES AS NOTED CHIME SIGNATURE / ❑ # SYMBOL DESCRIPTION MTG HT CU ACCEPTED AS A REASON TO SUBSTITUTE ALTERNATE MATERIALS, EQUIPMENT, OR INSTALLATION METHODS. NORMAL AC POWER AND TO OPERATE FIXTURE WITH MINIMUM OUTPUT OF 1000 LUMENS FOR MINIMUM - 04.06.2018 1-1/2 HOURS. ® OCCUPANCY SENSOR CEILING 7.---\\ CONDUCT RUN EXPOSED I� PUSHBUTTON - SINGLE DATE ISSUED 28. SYSTEMS SHALL BE COMPLETE, OPERABLE, AND READY FOR CONTINUOUS OPERATION. LIGHTS, SWITCHES, x "X" DENOTES TYPE - SEE SPECIFICATIONS 3 RECEPTACLES, MOTORS, ETC. SHALL BE CONNECTED AND OPERABLE. 2. RECESSED LIGHT FIXTURES INSTALLED 1N GYP BOARD OR PLASTER CEILINGS SHALL HAVE PLASTER FRAMES os 7- CONDUIT RUN IN OR BELOW FLOOR, OR UNDERGROUND (UG) 77468 d 29. VERIFY EXACT LOCATIONS OF EXISTING AND NEW UNDERGROUND UTILITIES, PIPING, AND RACEWAY SYSTEMS INSTALLED PRIOR TO CEILING MATERIAL OCCUPANCY SENSOR WALL SWITCH BOX MOUNTED 46" REG. NO. L1.1 ,,-------)1 HOME RUN TO PANELBOARD ca PRIOR TO TRENCHING. PROVIDE NECESSARY TRENCHING, BACKFILL EXCAVATION, SUPPORTS, SERVICE 3. RECESSED FIXTURES INSTALLED INDOORS SHALL BE THERMALLY PROTECTED. ® PHOTOSENSOR 0 o FEEDERS (CONDUIT AND/OR WIRE), PULLBOXES, TRANSFORMER PADS, SAWCUTTING AND PATCHING, 4. VERIFY TYPE OF CEILING CONSTRUCTION FOR PROPER MOUNTING OF ALL RECESSED UGHT FIXTURES. E-3 CONDUIT SLEEVE 0 CONCRETE/PAVING, ETC. REQUIRED. BACKFILL TRENCHES TO AND PATCH TO MATCH EXISTING. CONTRACTOR INSTALLATION OF LIGHT FIXTURES SHALL COMPLY WITH ALL INTERNATIONAL BUILDING CODE REQUIREMENTS. NOTES: LUCKY* BRAND 0 SHALL OBTAIN AND VERIFY EXACT UTILITY COMPANY DRAWINGS AND REQUIREMENTS. 1. THESE SYMBOLS COMPRISE A STANDARD UST; ALL SYMBOLS MAY NOT APPEAR ON CONDUIT STUB 5. ALL LIGHTING FIXTURES LOCATED SO AS TO DISRUPT A FIRE RATED CEILING ARE TO BE ENCLOSED OR ECT. v 30. PANEL DIRECTORIES SHALL BE REMOVABLE. SUBMIT PROPOSED SCHEDULE OF DIRECTORIES TO OWNER FOR SURROUNDED IN A FIRE PROTECTION MATERIAL AND FIBER BOARD. PROTECTION MATERIAL IS TO BE 2. OTHIUNTINS G HEIGHTS SHOWN ARE STANDARD AND SHALL BE USED UNLESS WASHINGTON SQUARE 0, APPROVAL ROOM NAMES AND NUMBERS SHAM BE AS DIRECTED BY OWNER. DIRECTORIES SHALL BE TYPED INSTALLED AS PER THE FIRE RESISTANCE INDEX. VERIFY WITH ARCHITECTURAL DRAWINGS THE HOUR INDICATED OTHERWISE. MOUNTING HEIGHTS ARE TO CENTERLINE OF DEVICE, MALL ~ AND INSTALLED UNDER CLEAR PLASTIC COVERS. UNLESS INDICATED OTHERWISE. I RATINGS AND TYPE OF CEILINGS TO BE USED. o 31. ALL WIRING SHALL BE INSTALLED IN LISTED METALLIC RACEWAYS. RACEWAYS IN SLAB-ON-GRADE OR 6. RECESSED LIGHTING FIXTURES INSTALLED INTO METAL SUSPENDED CEILING SYSTEMS FOR LAY-IN TILES AND cn BELOW GRADE SHALL BE SCHEDULE 40 PVC. TRANSIONS FROM BELOW TO ABOVE GRADE SHALL BE WITH PANELS SHALL BE INSTALLED AND SUPPORTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 9712 SW c RIGID STEEL ELBOWS WITH PVC JACKET OR PROVIDED EQUAL PROTECTION. EMT FITTINGS SHALL BE ASTM C635 AND C636. WASHINGTON SQ ROAD rn MALLEABLE IRON OR STEEL CONNECTORS SHALL BE INSULATED THROAT TYPE. c 7. FIXTURES INSTALLED IN "LIGHT-DUTY CEILING SYSTEMS" SHALL HAVE SEPARATE SUPPORTING MEMBERS. TI G A R D, OR 97223 vll 32. ALL BRANCH CIRCUIT AND FEEDER CONDUITS SHALL HAVE A CODE SIZED COPPER GROUNDING CONDUCTOR. FIXTURES INSTALLED IN "INTERMEDIATE-DUTY AND HEAVY-DUTY CEILING SYSTEMS" SHALL HAVE SEPARATE INCREASE CONDUIT SIZE AS REQUIRED. SUPPORTING MEMBERS WHEN THE WEIGHT OF THE FIXTURES EXCEEDS THE DEFLECTION AND ROTATION SPACE #F03 I 33. FIRE ALARM, SOUND, TELEPHONE, COMPUTER, AND SIMILAR SYSTEMS CONDUITS LARGER THAT 1" SHALL REQUIREMENTS OF ASTM C636 2.7.2,3 & 4. LANDLORD NOTES: c HAVE LONG RADIUS SWEEPS (12 TIMES THE DIAMETER). v m 34. CONDUITS PENETRATING THRU ROOF SHALL BE CONSTRUCTED IN CONFORMANCE WITH "BUILT-UP FIRE ALARM VERIFY ANY DEMOLITION WORK, AND ANY NEW WORK, REQUIRED BY THE LANDLORD THAT VERIFY LANDLORD APPROVED METHOD FOR ATTACHING TO BUILDING STRUCTURE WITH > BITUMINOUS ROOFING' SECTION 07510 AND "SHEET METAL FLASHING AND TRIM" SECTION 07620. 1. FIRE ALARM SYSTEM. CONTRACTOR SHALL PROVIDE DEVICES, CONDUIT, WIRES, AND CABLE AS DIRECTED BY IS NOT SHOWN ON PLANS WITH LANDLORD'S DIRECTOR OR OPERATIONS, PRIOR TO BID. HANGING/SUPPORTING TRANSFORMERS, FIXTURES, CONDUIT AND ETC. WITH THE TENANT'S SPECIALTY DESIGN oARCHITECT AND LANDLORD PRIOR TO BID. ATTACHING TO ROOF DECK OR UPPER LEVEL 35-J . FINAL. CONNECTIONS TO MOTORS, TRANSFORMERS, AND OTHER VIBRATING EQUIPMENT SHALL BE WITH EQUIPMENT MANUFACTURER. MATERIALS, EQUIPMENT, AND WORKMANSHIP SHALL MEET PREVAILING CODES, VERIFY ANY WORK REQUIRED TO PROTECT LANDLORD AND TENANT FIRE ALARM/LIFE FLOOR SLAB IS NOT ALLOWED. MAY BE REQUIRED TO SUBMIT DEtfAL/PLAN TO LANDLORD co LIQUIDTIGHT FLEX METAL CONDUIT AND FITTINGS. DO NOT SECURE CONDUITS, DISCONNECTS, OR DEVICES THE SYSTEM SHALL BE COMPLETE AND OPERABLE IN EVERY RESPECT. SAFETY SYSTEM WIRING AND DEVICES, SPRINKLER PIPING, DUCTWORK, PLUMBING, STRUCTURAL ENGINEER FOR APPROVAL AT THE TENANT'S EXPENSE. o TO DUCTWORK OR MECHANICAL EQUIPMENT. COMMUNICATION SYSTEM WIRING, ETC. DURING DEMOLMON AND NEW CONSTRUCTION WITH SHEET TITLE: oo LANDLORD'S CONTROLS ENGINEER AND THE TENANT'S ARCHITECT PRIOR TO BID/START OR PROVIDE ACCESS TO ANY LANDLORD AND TENANT EQUIPMENTS LOCATED ABOVE GYP 0 36. ALL ELECTRICAL SYSTEMS COMPONENTS SHALL BE LISTED OR LABELED BY CUL OR OTHER RECOGNIZED COMMUNICATIONS WORK. BOARD CEIUNG AND ACCESS PANEL LOCATIONS WITH THE TENANT'S ARCHITECT, BUILDING ELECTRICAL TESTING FACILITY. VERIFY CURRENT EDMON OF THE NATIONAL ELECTRICAL CODE AND AMENDMENTS ADOPTED ENGINEER AND LANDLORD PRIOR TO BID/START OR WORK. TITLE SHEET E 37. ALL BRANCH CIRCUIT CONDUCTORS RATED 120 VOLTS TO GROUND SHALL BE INSTALLED A MAXIMUM OF 1. BOXES FOR TELEPHONE, N, DATA, WIRING DEVICES, ETC. SHALL BE MINIMUM TWO GANG WITH SINGLE BY THE MALL AND CITY PRIOR TO BID. AU. SAW CUTTING/CORING OF MALL FLOORING MUST BE COORDINATED WITH MALL I- GANG MUD RING. ON-SITE REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. v 100LF LENGTH FOR A #12 CONDUCTOR. VERIFY FIRE ALARM SYSTEM REQUIREMENTS WITH THE FIRE DEPT., THE TENANT'S 2. SOUND SYSTEM. CONTRACTOR SHALL PROVIDE ALL CONDUIT, J-BOXES FOR SOUND SYSTEM COMPLETE 0 38. ALL BRANCH CIRCUITS CONDUCTORS RATED 277 VOLTS TO GROUND SHALL BE INSTALLED A MAXIMUM OF ARCHITECT AND LANDLORD PRIOR TO BID. REUSE OF EXISTING DEVICES, ETC. IS X-RAYS OF PROPOSED FLOOR AREA MAY BE REQUIRED PER MALL MANAGEMENT BY A a RACEWAY SYSTEM. CONDUIT SHALL BE A MINIMUM OF 41" UNLESS NOTED. SOUND SYSTEM CONTRACTOR SUBJECT TO APPROVAL BY THE FIRE DEPT. AND THE TENANT'S ARCHITECT. VERIFY ANY LANDLORD APPROVED LICENSED X-RAY CONTRACTOR. VERIFY WITH MALL ON-SITE REVISIONS: 200 LF LENGTH FOR A #12 CONDUCTOR. SHALL FURNISH AND INSTALL SPEAKER WIRE, VOLUME CONTROLS, MICROPHONES, AMPLIFIERS, SPLITTERS, SERVICE/MAINTENANCE/NEW WORK REQUIRED PRIOR TO BID. REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. n ETC. NO: DATE: BY: Q 39. PULLBOXES, CABINETS, ETC. MOUNTED ON THE EXTERIOR AT GRADE LEVEL, SHALT. BE WEATHERPROOF TYPE ALL FIRE ALARM SYSTIVUFE SYSTEM WIRING MUST BE INSTALEED IN METAL CONDUIT. ALL WIRING OF ANY TYPE MUST BE INSTALLED IN CONDUIT OR MUST BE ARMORED CABLE cc WITH HINGED LOCKABLE COVERS SECURED WITH TAMPERPROOF SCREWS, 3. SECURITY SYSTEM. CONTRACTOR SHALL PROVIDE ALL CONDUIT, AND J-BOXES (MINIMUM TWO-GANG) FOR A RECOMMEND PROVIDE RED CONDUIT, JUNCTION BOX, ETC. (BX). ARMORED CABLE WILL ONLY BE ALLOWED FOR CONCEALED BRANCH CIRCUIT WIRING Y COMPLETE RACEWAY SYSTEM. CONDUIT SHALLAL BE A MINIMUM OF �4" UNLESS NOTED. SECURITY SYSTEM WITHIN THE DEMISED PREMISES. EXPOSED AND/OR OPEN WIRING OF ANY KIND WILL NOT L UGHTING FIXTURES, EQUIPMENT, DEVICES, ETC. SHALL BE U.L LISTED. BE ALLOWED. FLEXIBLE CONDUITS MUST BE USED FOR CONNECTIONS TO VIBRATING o CONTRACTOR SHALL INSTALL SECURITY PANELS, CAMERAS, WIRE, SECURITY DEVICES, ETC. EQUIPMENT. r ALL WORK AND MATERIALS SHALL BE ACCORDANCE WITH THE LANDLORD'S MECHANICAL/ELECTRICAL DESIGN CRITERIA. ALL CONTRACTORS SHALL OBTAIN A COPY coFROM THE LANDLORD'S TENANT COORDINATOR OR MALL OPERATIONS MANAGER AND o BECOME FAMILIAR WITH THE REQUIREMENTS CONTAINED WITH PRIOR TO BIDDING THE JOB. WHERE LANDLORD'S REQUIREMENTS CONFLICT WITH CODES OR ORDINANCES, THE STRICTEST INTERPRETATION SHALL APPLY. 0 LaBASEMENT/TENANT SPACE/GARAGE BELOW. CHANNELING, SAW CUTTING, ETC. OF FLOOR REFERENCE ONLY PROJECT NO: 4036,0006 0 SLAB IS NOT ALLOWED. VERIFY THE FOLLOWING LANDLORD REQUIREMENTS WITH a LANDLORD'S CONTROL BUILDING ENGINEER PRIOR TO BID, FLOOR SLAB CORING, CONDUIT NOT APPROVED WITH THIS PERMIT DRAWN BY: KO ROUTING IN SPACE BELOW FLOOR SLAB PATCHING AND SEALING. MAY BE REQUIRED TO AIC PERFORM RADAR/SONAR/X-RAY VERIFICATION SURVEY OF FLOOR SLAB - MUST PERFORM SURVEY IN AREA WITH POST-TENSIONED FLOOR SLAB. E 0 . _ _ _ _ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ __ _ __ - -.. - --- - -- ._-_._-__ COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLC 2018 CL i 14.ir- In N U7 N rilli.11. A AA Q 0 BRUCE M. 3 -v^- CARLSON 0 0 arcnitectura planning - intaricr aeiQn in -- r , �/ BRUCE M. CARLSON ARCHITECT, PLLC rP v 111.11.1114Mk.111111=1 ; = 1=11 I�- G �'�M ��1 KEY NOTES O MINNEAPOLIS,WASHINGTON AVE. N., SUE 208 .ii/ iii iii . , M N 55401--1330 1_ ,,,./. , :I�IL1 i I ,ii,L1-' ; " PHONE: (612) 547-1300 0 /- I I i 0 1. PROVIDE (3) 1 CONDUITS TO CASHWRAP. ASSIGN (1) UPS 14. REUSE EXISTING FIRE ALARM DEVICE, IF REQUIRED NEW PROVIDE FAX: (612) 547-1301 ', b //' ti i I I I 12' RECEPTACLE, (1) GENERAL RECEPTACLE, (1) PHONES/DATA FROM NEW HORN/STROBE, AND STROBE AS SHOWN ON PLAN. FIRE CONTACT: CORY B! LLI G • 1 1. _ _ 12" _ _ 1 I ABOVE CEILING, UNDER SLAB, TO STUB-UPS IN CASHWRAP BASE. ALARM DEVICES TO MATCH EXISTING. COORDINATE WITH LANDLORD. I - II�r I I t � VERIFY METHOD OF SLAB PENETRATION (USUALLY CORING OR SAW TIE INTO EXISTING LANDLORD FIRE ALARM SYSTEM. FIRE ALARM cbiIIigC�cmalch.com �/ i © 19 ' _ 1 _ CONTRACTOR SHALL VERIFY ALL LOCAL CODE AND LANDLORD _ I - �n _ 4k CUTTING). COORDINATE WITH MALL AUTHORITIES PRIOR TO �rw j _ - Ll-1. ■ -MI 2 ` COMMENCEMENT OF THIS WORK. PATCH AND REPAIR SLAB AS REQUIREMENTS PRIOR TO BID, PROVIDE REDUCTIONS AND/OR L1-4 ,, L1-7 _�- '•M 2 REQUIRED. COMPLY WITH MALL REGULATIONS. ADDITIONS TO FIRE ALARM DESIGN AS REQUIRED BY CODE AND LANDLORD. CHANGES IN SCOPE FROM THAT INDICATED IN PLAN s� I mill 1• I 2. PROVIDE (3) 1" CONDUITS TO CASH-WRAP. ASSIGN 1) UPS SHALL BE IN STRICT ACCORDANCE WITH LOCAL CODES AND ALL �LFJ '. I I tt RECEPTACLE, (1) GENERAL RECEPTACLES, (1) PHONES/DATA FROM LANDLORDS REQUIREMENTS. FIRE ALARM CONTRACTOR SHALL 14 � ._ � � ABOVE CEILING, UNDER SLAB, TO ALUMINUM 3-GANG FLOOR BOX PROVIDED AN SERVICE INTERRUPTER DEVICE TO INTERFACE DESI% 1-7 IN CASH-WRAP BASE. PROVIDE LEGRAND #880CS3-1W WITH FIRE ALARM SYSTEM IN ORDER TO SHUT DOWN TENANT AUDIO a �" 1' :; 14 LFJ =L1-7 ALUMINUM TILE FLANGE 3-GANG COVER PLATE. VERIFY METHOD OF SYSTEM IN EVENT OF FIRE ALARM ACTIVATION. emanuelson-podas 16 - - - - - - - - - - - - - - - SLAB PENETRATION (USUALLY CORING OR SAW CUTTING). consulting engineer s - l _ - COORDINATE WITH MALL AUTHORITIES PRIOR TO COMMENCEMENT OF 15. VAV-1: 120V/1PH. ELECTRICAL CONTRACTOR TO MAKE ,� J �Li- �_- I I I I THIS WORK. PATCH AND REPAIR SLAB AS REQUIRED. COMPLY WITH CONNECTION TO DISCONNECT SWITCH AT UNIT. �lp�l 6 `Ll-7 Emanueison-1'odas, Inc. Z. L - - MALL REGULATIONS. 7705 Bush Lake Road OI -,--,- I 16. DH-1: 208V/3PH 6KW. ELECTRICAL CONTRACTOR TO MAKE �I 11 -I 3. SHOW WINDOW RECEPTACLE MOUNTED IN SOFFIT. COORDINATE WITH ECONNECTION TO DISCONNECT SWITCH AT UNIT. Edcn�,MN 55439 1 0I I I LIGHTING PLAN ON SHEET E2. RECEPTACLES TO BE CONTROLLED 952 930.0050 I wwvr.epinc.com J ' „_ • VIA LCP. 17. VAV-2: 120V/1PH. ELECTRICAL CONTRACTOR TO MAKE 12 CONNECTION TO DISCONNECT SWITCH AT UNIT. I O X 11 ! -i I I -I- - ` 4. PROVIDE J-BOX WITH CONDUIT AND PULL WIRE AT 10'--0' FOR L1-'2 I� 1/2"C-2#12 18. DH-2: 208V 3PH 9KW. ELECTRICAL CONTRACTOR TO MAKE C WH 14I TRAFFIC SENSOR AT STOREFRONT BACK TO DATA CABINET SEE /1 1 1 y�0' 15 PAV lc- 1/E3. COORDINATE ALL WORK WITH SENSOR SUPPLIER. CONNECTION TO DISCONNECT SWITCH AT UNIT. 91 I I 4 � L1-4 •��•I 19. VAV-3: 120V 1 PH. ELECTRICAL CONTRACTOR TO MAKE /' -� 11 Er 64AQ 5. NOT USED. CONNECTION TO DISCONNECT SWITCH AT UNIT. SEAL: O �" L-3,5,7 /„/,:: Li'31 O. 16 01H &j 3 2'SND 1 20. DH-3: 206V 3PH 3.5KW. ELECTRICAL CONTRACTOR TO MAKE L 3 EXIST ---m m # � / QfE� ___ II II a.. illi 6. LOCATE CHIME OVER BACK-WRAP. WALL MOUNTED TO ALIGN WITH CONNECTION TO DISCONNECT SWITCH AT UNIT. j 4 1 ; L---_J I II .' TOP OF NEW WALLS. / � 21. VAV-4: 120V 1PH. ELECTRICAL CONTRACTOR TO MAKE � OL1- 5 I II .a, I I l l l l!l I11I l I I 111111111 l l l I l l I l l l l l l I l l I l l l 111 l f l 11 111111! 7. ELECTRICAL SERVICE. SEE RISER DIAGRAM ON SHEET E4 FOR CONNECTION TO DISCONNECT SWITCH AT UNIT. � © ADDmONAL INFORMATION. ` ''‘,17:101... ]��, ® I I I 22. DH-4: 208V/3PH 6KW. ELECTRICAL_ CONTRACTOR TO MAKE r, i"Y i E L1-2L 1 r... I I 8. NOT USED 1 CONNECTION TO DISCONNECT SWITCH AT UNIT. I w - ,ly...,.. �. �! '� 11111 1 9. EXISTING EXHAUST FAN TO REMAIN. / \ 23. PROVIDE JUNCTION BOX FOR CONNECTION TO OVERHEAD DOOR o•/ 5 L1-11 I I , 0 :. . . i ;I a A A I OPERATOR. COORDINATE EXACT LOCATION AND ALL REQUIREMENTS :,,� W3 10. PROVIDE CLOCK OUTLET FOR NEON SIGN AND LIGHT BOX. SIGN TO WITH DOOR SUPPLIER INSTALLER AND ARCHITECT. � r ' � 1-� O -.1111 . Jam- 'i Ip I BE CONTROLLED VIA LOP. A% W r1 ��� 4.t., ,I. it 1111 O 0 / \ 11. PROVIDE CARLON DH924 DELIVERY BUZZER SYSTEM. PROVIDE rp,-.I T'tO,^ 0L1�3 ,39 ---i- �-r;, ATe.tx.3t. 0 '1 LOW VOLTAGE TRANSFORMER AND PUSH BUTTON AS REQUIRED.• E`1 111.'I � I ° ° I I PROVIDE ALL JUNCTION BOXES, CONDUIT AND WIRE FOR A _ ID ° ° L-9 COMPLETE INSTALLATION. SALES AREA AND STORAGE ROOM • �` � 1�23 a L1 -I- ' I I BUZZER SHALL BE LOCATED AS SHOWN ON PLAN. a e _1-13 1/2"C-2#12 I r I - II 11` d e,� L1-17 D,i '� N I o I I 12. EXISTING WATER HEATER TO REMAIN. ,7 I I 1 .1--. 1 1 EXISTiSSW .. . -M� 13 �® - - I I 1 13. DUCT SMOKE DETECTOR PROVIDE IN RETURN AIR DUCT TO SHUT O 9 DOWN FAN. DUCT DETECTOR BY VAV SUPPLIER. COORDINATE ALL MATTHEW W. FULTS EXIST ! 11 III IIII -1-, iF'L-11,13,15 PNL L 71 ! II III II1111 18 BH 1"C-3#8 I I I I REQUIREMENT WITFI LANDLORD. SIGNATURE • I I III II rt. - I I I I I I I I I I I I I Ilii 111111 f 11111111111T1if l 1i1f;7,C1 `I19 GNB I I Q I 04.06.2018 _ I. L T J - - J M DATE ISSUED En ♦ lti Ll-3 11T 77468 1, 1 1 ♦ I, REGe 40 49 . N0. 1II. I ,/2' -2#,2 p ' LUCKY* BRAND ;I _- .iii 7 -10 7-71- O ©I a 14 ° 19 ��-3 C I GENERAL NOTES WASHINGTON SQUARE 0. I;. 0 co I 1 i''' �` I ■ L1-16,,8,20 i �""- 1 MALL 20 1)H 1 C j 21 GND A. G.C. TO COORDINATE CONDUIT STUB-UPS FOR CASH-WRAP WITH [� I �ifj //// Lt1st1111t11 1tzma.1 issmu11�1�1�1•'•'1ssst '�•••�•* 0 O ® # VENDOR SHOP DRAWINGS TO ENSURE AN ACCURATE AND CLEAN 1 INSTALLATION IS ACCOMPLISHED. STUB-UPS ARE TO BE CLEAN 9 712 SW 0 11 a y :,.o, 0 -� a L1- 2 1-5 L1-5 1 HOLES USING A DRILL BIT ONE SIZE LARGER THAN THE CONDUIT. 0 1/2;C-2# USING A SAWS-ALL IS NOT AN APPROVED METHOD. NO OVERCUTS. WASHINGTON S Q ROAD I lrArArdi TIGARD OR 97223 t - ■ B. GROUND SEPARATELY DERIVED SERVICE. INCLUDE BUILDING STEEL ° 11-4 c a 211 IN THE GROUND IF POSSIBLE. � ,,, i: -L1-5 K SPACE #F03 I �,`'0 •''••.1.t.'P I •/ ._ �o L1-24,26,28 I I , e C. CIRCUIT BREAKERS SHALL BE BOLT ON TYPE. 1 0 I L18 22 DH 1"C-3; 10 II 0 I O ` I . ;1' JL- 1t° I K 4 I D. THE TENANT IS RESPONSIBLE TO FIELD VERIFY THE EXISTING L.CD O M _ nog _ _ - P K I ELECTRICAL SERVICE. TO ENSURE THAT THE TOTAL CONNECTED > 14 1 Till �r 34) LOAD DOES NOT EXCEED THE ELECTRICAL SERVICE. ANY SPECIALTY DESIGN U AA' ►o 1lk1.: IIi1111� L - - _1J NECESSARY MODIFICATIONS ARE THE RESPONSIBILITY OF THE J c� -'I -. I ( �� I K TENANT, AT THE TENANT'S EXPENSE. L° 11i l ` i I _K o I ill Ili 1tj\)II ���} +��� ` 1 I- I 1I I 1 I E. FOR ALL SLAB PENETRATIONS: THE METHOD, DEPTHS AND SHEET TITLE: o 'i t I rl 7I _a/ l� is ` • -~4-12" i i 1 12" K LOCATIONS SHALL BE PRE-APPROVED BY THE MALL HELD ro •i •f 2 k REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. POWER PLAN O O I K d If K,..._...:1 " L1- ° ° Iii 1 . F. IT IS THE RESPONSIBILITY OF THE TENANT'S CONTRACTOR TO P-• i a i 11L1-� K ENSURE THAT UNDER FLOOR UTILIES ARE NOT HARMED DURING w i0' i 1L_-1 I I _ _1 � _ I rK /' CUTTING/DRILLING OPERATION, AND ARE LIABLE IF ANY DAMAGE O / 0 , • I � 11 I _I � -�M-I I K OCCURS DUE TO NEGLIGENCE. REVISIONS: o WiiiiM- NO: DATE: BY: rx m 04.06.20,8 PERMIT SET >-- 0 POWER PLAN U D J co CIRCUIT NUMBERS SHOWN ARE FOR REFERENCE ONLY 114"=1'-0" i o AND ARE ONLY MEANT TO SHOW DESIGN INTENT. UTILIZE / EXISTING CIRCUITS, SPARES, OR PROVIDE NEW BREAKERS AS NEEDED. U W REFERENCE ONLY cK PROJECT NO: 4036.0006 i NOT APPROVED WITH THIS PERMIT DRAWN BY: KO Q E 1 • COPYRIGHT BRUCE V. CARLSON ARCHITECT, PLLC 2018 m A - 0_ ccs to BRUCE M. co s CARLSON B l (--Ak''' 111 architecture • planning • interior design co J 4BRUCE M. PLLC I KEY NOTES O 800 WASHINGTON OAVE.R N., SUITE 208 13 c`�ru G3 G; u'llru 03_6 - - - - - - - - - - - - - PHONE:MINNEAPOLIS, MN 55401=1330 (612) 547-1300 . P- pli.wmat 1. FIXTURE DESIGNATED AS EMERGENCY, EXIT AND NIGHT LIGHTING 8. VENDOR TO FURNISH AND GENERAL CONTRACTOR INSTALL LC&D FAX: 612 547 1301 .YI L-22 1� i --22 L- 2 2 L-22 1 `iyw� ('NU) SHALL NOT BE SWITCHED. BLUE BOX LTD LIGHTING CONTROL PANEL. SEE THIS SHEET FOR ' ------ - ! \ SCHEDULE. CONTACT: CORY BILLIG - - - .--- D2(4) D2(4) ' -- D2(4) -- 2. EXISTING RESTROOM LIGHT, FAN AND SWITCH IS EXISTING TO cbillig@cmarch.com G3 GI v l ' k 6 8' �— 8' � �_ REMAIN. 9. GENERAL CONTRACTOR TO PROVIDE PULL-STRING. INDIVIDUAL MUSIC SYSTEMS MUST HAVE VOLUME CONTROL ARE RESTRICTED L-22 iI 1 i / - _ __ __ 1 3. PROVIDE J-BOX WITH DISCONNECT SWITCH AT STOREFRONT FOR TO THE INTERIOR OF THE PREMISES AND SUBJECT TO OVERRIDE ligirl I�',� I�' N D2(3} �I I CONNECTION TO STOREFRONT SIGN. VERIFY EXACT LOCATION OF OF THE FIRE ALARM SYSTEM, TENANT RELAY CONNECTION MUST I 'I I_� D2(3) - / _ - • J-BOX IN THE FIELD WITH SIGN SUPPLIER. BE COORDINATED WITH LANDLORD FIRE ALARM CONTRACTOR. ■[[ - L-8 D2(4 - 4 ► Ali I ,II!1• F I D2(4) ( _�Ar. -r-• L--: 1Q, TRACK UGNG CURRENT LIMITING PANJ - CTRALCOACTOR. p11 i1I L-s '= emanuelson- odas L-� `` 0 R 1 LOCATION. SEE SHEET E5 FOR SCHEDULE AND ADDMONAL consulting engineers :_ EM1 C INFORMATION. —_ _ _ —_ n_ _—__ —__ _ �_ it I���Eli 2 :el C- 6. PROVIDE WATTSTOPPER DT-355 DUAL-TECHNOLOGY CEILJNG Emanuelson-Podas, Inc. 1 6 w - - - - =DA - - Is T '• I MOUNTED OCCUPANCY SENSOR. PROVIDE ADDITIONAL WIRING AND 7705 Bush N 55Lake Road I Edina,MN 55439 - -� � MEM COMPONENTS AS REQUIRED. COORDINATE ALL REQUIREMENTS WITH I 1 ! 0 C I MANUFACTURER. PROPOSED SUBSTITUTIONS MUST BE SUBMITTED 952.930.0050 I ww�m.epinc.com 1 O 1 Ie D2(5) D2;5) ill 02(5) D2(5) 2 I AND APPROVED BY LBJ MANAGER AT TIME OF BID. Fiji •:, 1, T LI-10 I T L-1O T L�10 T L-10 1...., EXG E O. F2EM / 8 l 8' 8' - 8' NMI—u D2(5) ' a 7. PROVIDE DUAL TECHNOLOGY WALL MOUNTED OCCUPANCY SENSOR: L-26 • O L_2 k IIIL-6 INFRARED AND ULTRASONIC SENSOR LUTRON: MS-A202. PROVIDE ADDMONAL WIRING AS REQUIRED. COORDINATE ALL REQUIREMENTS WITH MANUFACTURER. PROPOSED SUBSTITUTIONS MUST BE I 0; -I SUBMITTED AND APPROVED BY LBJ MANAGER AT TIME OF BID. ° iloff/ i2(6) D2(.) 111 ' O : simmi II . , - I 1$ L-10 ..' A SEAL: 44 0 i 14 i O L F24 iimommorpn T 10 p F L;; ilic �I EXIST T , ENL L 4 ` ?? �, �i,da9�'o —III 1 o � ', L---__ 1 .1. I INN 1111 as li7 / We I '�7 Ell. . I! ! r L,, El F2EM F2 L-2 L-24 1 111 Alll � in= mmm 0 Ili il 1 I rill = D2(8) c l Qtt s2(5� riill D2(8 I I �`fo^ 6 L-,2 L-,2I- -I /0 GENERAL NOTES a a, ,' �y4J 1 F2 6 . 1 r 1E1111 11111111 Iml � A ALL CIRCUITS SHOWN SHALL BE CIRCUITED TO 'PANEL B" UNLESS u ATIC'J DATE 1z.3t,�a F2 F2 - -18 'I' 1.. 1 1 /p L-24 L-24 1 1 %= I NOTED OTHERWISE. BpkII Iii �':. 1-.. 1,1 in.. 1\ .� � E El Irill 11-° 11111111 pii a • C. COORDINATE AUTO SHUTOFF HOURS WITH OWNER. SEE SHEET E5 F2 F2 • gip OIII %� FOR FIXTURE SCHEDULE, LCP SCHEDULES, CHELSEA DIGITAL L-24 L-24 SWITCH DIAGRAM, AND LCP SPECIFICATION. A L- 8 0 qT T T SI FT = ►� i . . .. MATTHEW W. FULTS e1 ' I 11 II -r I I MI �C I SIGNATURE ___ F2 F2 0. ,-18 LI= .2018 '� III DATE06 ISSUED 3 EXIST L-24 L-24 D2(6) I D2(8; D2(2 - ' � 111111M1 MIN11101111111 z - = Lmiill -----�- - Q Ill i it f i I4 1 c i ■n [[[ I REG7746N 0. W 'II EM1 ! EM1 o --- - -- _ i - oo - - III II / �� F2EM O go F2 _ T 0j o L-2 L-24 co .. LUCKY* BRAND mi. 1 71 —II- II - ill WASHINGTON SQUARE A D2(6 MALL � E OMk � I L-141 III III D2(5) � I L-12 1 L-14 L-14 1.414 9712 SW d1 O Caw S'it3ar.........7......i 4 / .• �' I �, y _ woulemem =- T • CURRENT LINTERWASHINGTON SQ ROAD C - kto • .-- - :•01D "CL" FOR TRACK LIGHTING TIGARD, OR 97223 10 v I ' °�. F2 OLG22 LG22� , T T ► in I PANEL L - L-8 CL-1 L-24 11 i a 2 : ,A722 •�� I'. T- I SPACE #F03 M . lin cr..--2-0-AO 8A o TRACK DM �, Lv 15 r DM EM1 L-10 CL-2 i��� L.,,,I �rMI !1 IL WMI1 Ill PI ■[[ : 620A c> 6A o - TRACK�� - '- `° .`° , T SPECIALTY DESIGN L-12 CL-3 cp L�2 a' E 1 I • I X2(5} D2(g) I: Ell /� - iii. ® 2� ► I� - , --I -16 6 20Ao �gA o TRACK SHEET TITLE: o MIN \I NL iiii,; D2(4� 1 D2(4) ; D2(4 -16 L-16 ' i- - -- - 4 L-16 L--1�6 pL-14 CL-4OMill i 0, .t." LIGHTING PLAN 0. T o L-,6 6 20A 0 -c6A o TRACK 0 III [1[ _.:•P P =ma I 1 I I( �I Ly; __Ne T T L-16 mowiao o A7 � 4 illis Ld D2( 02(4) Ala 6 2DA o 9A o TRACK L2 '® �� A22 �I I L-16 IL6 L-16 ---- �' �, .1 0 -- L-18 CL-6 REVISIONS:! Gi. I P� ■t � QA d o TRACK SY: 2 - 29 . ... _ _., � _01 i 6A 04.06.2018 PERMIT SET r U �� CURRENT LIMITER PANEL DETAIL J co o NO SCALE / EXIT AND EMERGENCY LIGHT FIXTURE TYPES AND LIGHTING PLAN i- LOCATIONS ARE SUBJECT TO BUILDING DEPARTMENT w AND FIRE DEPARTMENT APPROVAL NOTREFERENCE O PROJECT NO: 4036.0006 Lu 114"=1' O" EK APPROV ,Y Cl) WITH TNIS PERMIT DRAWN BY: KO a E 2 COPYRIGHT BRUCE 14. CARLSON ARCHITECT, PLLC 2018 T Y - - - - _ .- _ -- _ - _ - - _ - — - - - _ �� - - _ - - — - 0 o - - N - BRUCE M;� . -_ CARLSON a arcnitccture , planning , intariar oasign N til A LINEOINTO BRUCE M. CARLSON ARCHITECT, PLLC LOW VOLTAGE SPACE 800 WASHINGTON AVE. N. SUITE 208 SHOPPER CONDUITSANO P.O.S. CONDUIT TO P.0.5. FOR Ti UNE MINNEAPOLIS, MN 55401-1330 BURGLAR E STAT AUDIO N8Fl TRAK LOCATIONS AT PHONE/ATA CABLES. G.C.TO RUN IPAC PHONE: (612) 547-1300 r CONDUIT•ONDUIT CONDUIT CONDUIT CONDUIT SALES AREA C t { { CONDUIT AS NEEDED TO BRING SPACE FAX: (612) 547-1301 NTO SPACE. (1) i 1 II ir 1 11 4. 1 I `II COONNDDUIT FORT EACH PHONE/DATA II ua H Ii 11 II II H II H LOCATION II II O H H II II II —II•II•II \ II H H H H H 11 H II HON H 11 CONTACT: CORY BILLIG t H IT H II H II II H ■ II II 0 II II 11 11 II H H ■ da db ds Qbdbdb E■ ®DATA cbillig@cmarch.com CIRCUIT ■ INTO CISCO swan / 48' PLYWOOD — / T- ..__ i \ DATA 1 Tiol.. 24 PORT PATCH PANEL CLOSET& 24 PORT PATCH PANEL COMPONENTSBY LBJ 1 —30 SWING OUT RADIUS REQUIRED ON EITHER LEFT FORIINET ROUTER (SITS ON TOP OR RIGHT SIDE AS OF CISCpRO I INDICATED IN DRAWINGS. 12' CISCO SWICTH CLEARANCE NEEDED ON 4 RACK UNITS(5) OPPOSITE SIDE. emanuelson-podas EXPANSION SPACE I 36" ALARM 54• consulting engineers i PLYWOOD PHONE SYSTEM AUDIO RECEPIER II Emanuelson-Pocias,Inc. AUDIO AMPLIFIER �I 7705 Bush Lake Road ,1" O e 'i Edina,MN 55439 1 TRIPUTE UPS (FOR '� J 952.430.0050 I www.epinc.com L _ _ _ DATA CABINET) \ A 1 11 11 II 11 \ 24" \ PLUG FROM RACK TO RECEPT. \ • - (1) ISO GROUND QUAD , RECEPTACLE SEAL: - ADJUSTABLE SHELVING AND BRACKETS. U U U II ' 1 CONDUIT PER EACH a '"' ��w TELE/DATA OUTLET TO RUN MONITOR e x� ,,vt+ TO TOP OF DATA CLOSET LOCATION OF THERMOSTATS I � � :-.1" PHONE SYSTEM BY LBJ: ,•J'n COORDINATE WITH MECH. t • :Zi G.C. TO INSTALL ALL CONDUIT WITH /— 12" —1 II II coNTRAGTOR ,. r82" PULL STRINGS (INCLUDING RUNS) FROM II II ©©0© •78" MALL DATA/NPOE/IDF ROOMS FOR ALL 0 TI IIONT1 & PHONE LINES, MUSIC SYSTEM, DUPLEX II II WORKSTATION z68" SHOPPER TRAK, AND WIR SYSTEM RECEPr i ii r�*,- �,,LOCATIONS AND HOMERUN TO TOP OF 0 iI '' j'� +� r DATA CLOSET AREA ii 6L.DUPLEX iI ,l 11 E iP)RAT)Li,° DATEE: ,(�I� L` it- 101 RECEPT FOR II II PRINTER 42* i g 1 { \ 0 PA (Itjl) VOICE/DATA DUPLEX 30' VOICE/DATA JACKS RECEPTS JACK 18" 18" FILE CABINETS BY LBJ \ \ \ MATTHEW W. FULTS \ \ \ \ 36' .4' SIGNATURE 72' / 04,06.2018 DATE ISSUED rn M DATA CABINET ELEVATION ® MANAGER'S DESK ELEVATION REG. La co 0 NO SCALE NO SCALE 00 LUCKY* BRAND 0 WASHINGTON SQUARE L I MALL I CY 9712 SW C WASHINGTON SQ ROAD , cTIGARDOR 97223 2 , 0 SPACE #F03 C v Ci SPECIALTY DESIGN 0 7 J IIMMEINIMENINIMINIMIIMINIMININIMMI CO SHEET TITLE: 0 o ELECTRICAL M 0 DETAILS -4- ,-- (1) I- 0 w 0 CC REVISIONS: a �roTREFER'p , N0: DATE: BY: z m APPROVED WITH Ly A 04.06.2018 PERMIT SET HIS PER >- T'IIT Y 0 D -J CO to 0 NiU) I- REFERENCE O - PROJECT NO: 4036.0006 NOT APPROVED j,':TT T -7 . ar W 0ec a DRAWN BY: JGK / .. E 3 . _ __ _ _ _ - -- -- _ _ - - - - -- - - _ _ - a - - - _ _ - - -_ - - _ COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2 -- - - -- - -- - _ _ __ __ 018 N 4z I- ` A r7 ', s -� N PANEL SCHEDULE PANEL SCHEDULE 1::::::::� , ,., BRUCE M. co CARLSON a PANEL: EXISTING L LOCATION: STOCKROOM VOLTS: 208 / 120 PH: 3 W: 4 PANEL: EXIST L1 LOCATION: STOCKROOM VOLTS: 208 1 120 PH: 3 W: 4 architecture • planning • intorior Posign (N i AMP MAIN BRKR: 100 AMP MLO: SCCR: 10,000 MOUNT: SURFACE FED FROM: LL AMP MAIN BRKR: 100 AMP MLO: SCCR: 10,000 MOUNT: SURFACE FED FROM: LL LOAD CKT CIR CIR CKT LOAD LOAD CKT CIR CIR CKT LOAD BRUCE M. CARLSON ARCHITECT, PLLC CIRCUIT DESCRIPTION VA BKA P # PH # P BKR VA CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION VA BKR P # PH # P BKA VA CIRCUIT DESCRIPTION 800 WASHINGTON AVE. N. SUITE 208 VAV-1 NOTE 1 852 20 1 1 A 2 _ 1 20 500 EMERGENCY/EXIT NOTE 1 MINNEAPOLIS, MN 55401-1330 SHOW WINDOW RECEPTACLES 1200 20 1 1 A 2 1 20 500 BUZZER SYSTEM NOTE 1 PHONE: a 3 B 4 1 20 1200 STOREFRONT SIGN NOTE 1 (612) 547-1300 mi -- 2000 - - SHOW WINDOW RECEPTACLES 1200 20 1 3 B 4 1 20 900 RR/STOCK RECEPT NOTE 1 . DH-1 NOTE 1 _ 2000 30 3 5 C 6 1 20 480 STOREFRONT LIGHTS NOTE 1 Q SALES RECEPTACLES 1080 20 1 5 C 6 1 20 1500 MICROWAVE FAX: (612) 547-1301 o --- 2000 - - 7 A 8 1 20 960 TRACK LIGHTS NOTE 1 .._Sill RE.CEPTACJ ES _ W$(L _ ,20 _ _1 _ 2 . A 8 1 20 360 P05 VAV-2 NOTE 1 1188 20 1 9 B 10 1 20 720 TRACK LIGHTS NOTE 1 SPARE 20 1 . 9 B 10 1 20 180 -E-CON STATION RECEPT CONTACT: CO RY BIL LI G -- 3000 - - 11 C 12 1 20 1080 TRACK LIGHTS NOTE 1 'U .* i C 12 1 20 1500 EXIST WATER HEATER NOTE 1 CIbIIIig©cmarch.com DH-2 NOTE 1 3000 40 3 13 A 14 1 20 720 TRACK LIGHTS NOTE 1 POS RECEPT NOTE 1360 20 1 13 A 14 1 20 540 VAV-3 NOTE 1 -- 3000 - _ - 15 B 16 1 20 1080 TRACK LIGHTS NOTE 1i 'IMMIIIIIIIIMIII BACKWRAP RECEPT 360 20 1 15 B 16 - -- 1167 -- 13 SPARE 20 1 17 C 16 1 20 720 TRACK LIGHTS NOTE 1 E-CON STATION RECEPT 360 20 1 17 C 18 3 20 1166 DH-3 NOTE 1 SPARE 20 1 19 A 20 1 20 400 PENDANT LIGHTS NOTE 1 POS RECEPT NOTE 1 360 20 1 19 A 20 - -- 1167 -- - SPARE 20 1 21 B 22 1 20 600 FITTING LIGHTS NOTE 1 E-CON STATION RECEPT 180 20 1 21 B 22 1 20 852 VAV-4 NOTE 1 SPARE 20 1 23 C 24 1 20 520 STOCKROOM LIGHTS NOTE 1 NEON SIGN RECEPT 180 20 1 23 C 24 - -- 2000 -- SPARE 20 _ 1 25 A 26 1 20 300 RR LIGHT/FAN NOTE 1 REFRIGERATOR 1200 20 1 25 A 26 3 30 2000 DH-4 NOTE 1 SPARE 20 1 27 B 28 1 20 500 LCP NOTE 1 SPARE 20 1 27 B _ 28 - -- 2000 -- SPARE 20 1 29 C 30 1 20 SPARE EWC 680 20 1 29 C 30 1 20 SPARE e ueln A MANAGER DESK RECEPT 180 2D 1 31 A 32 1 20 SPARE consulting engineers B MANAGER DESK RECEPT _ 180 20 1 33 B 34 1 20 1500 OVERHEAD DOOR C _ MANAGER DESK RECEPT 180 20 1 35 C 36 1 20 SPARE A UPS _ NOTE 1 500 20 1 37 A 38 1 20 SPARE - Emanuelson-Pocias, Inc. B UPS NOTE 1 500 20 1 . 39 B 40 1 20 SPARE 7705 Bush Lake Road C DATA RECEPT NOTE 1 680 20 1 41 C 42 1 20 SPARE Edina,MN 55439 952.9300050 www-epinccom PRIMARY FEEDER[NPU I DATA: SECONDARYI- ER INPUT DATA: PRIMARY FEEDER INPUT DATA: SECONDARY FEEDER INPU I DATA: LOAD SUMMARY:CONNECTED FEEDER I SERVICE CALCULATION LOAD SUMMARY:CONNECTED FEEDER 1 SERVICE CALCULATION LIGHTING 9.08 KVA 11.35 KVA (125%) VI-1 Primary: 208 Volts VI-I Secondary: Volts LIGHTING 0.00 KVA 0,00 KVA (125%) VI-1 Primary: 208 Volts VI-I Secondary: Volts LARGEST MOTOR 1.19 KVA 1.49 KVA (125%) Transformer INA: KVA LARGEST MOTOR 0.85 KVA 1.07 INA (125%) Transformer INA: KVA SEAL: MOTORS 1.05 KVA 1.05 KVA (100%) Motor (FLA): 6 Transformer 2%: KVA (100%) Motor FLA MOTORS 0.54 KVA 0.54 (FLA): 4 Transformer 7%: RECEPT 0.00 KVA 0.00 KVA(10KVAO100%,REMAIN050%) Avail. Fault (laic): 25000 Amps Avail. Fault (lafc): Amps RECEPT 9.06 KVA 9.06 KVA(10KVA0100%,REMAIN@50%) Avail. Fault (lafc): 25000 Amps Avail. Fault (lafc): Amps KITCHEN EQUIPMENT 0.00 KVA 0.00 KVA (65%) Feeder Size: #3 Awg. Feeder Size: Awg. KITCHEN EQUIPMENT 0.00 KVA 0.00 KVA (65%) Feeder Size: #3 Awg. Feeder Size: Awg. ELECTRONIC LOADS 0.00 KVA 0.00 INA (100%) Feeder Length (L): 125 Ft. Feeder Length (L): Ft. ELECTRONIC LOADS 0.00 KVA 0.00 KVA (100%) Feeder Length (L): 125 Ft. Feeder Length (L): Ft. ELECTRIC HEATING 0.00 INA 0.00 KVA (100%) • Parallel Sets: 1 Parallel Sets: ELECTRIC HEATING 0.00 KVA 0.00 KVA (100%) Parallel Sets: 1 Parallel Sets: "' MISC. 15.50 KVA 15.50 KVA (100%) Power Factor % 90% Power Factor % MISC. 17.70 KVA 17.70 INA (100%) Power Factor % 90% Power Factor % rim 1 � is Feeder/Load Amps: 100 Amps Feeder/Load Amps: Amps Feeder/Load Amps: 100 Amps Feeder/Load Amps: Amps F '" " � �� TOTALS 27 KVA 29 INA HI-PHASE 'C' Value: 4811 Cu 'C' Value: Al TOTALS 28 KVA 28 KVA HI-PHASE . 'C' Value: 4811 Cu 'C' Value: Al ` X33 Volt Drop' Value: 'Volt Drop' Value: 'Volt Drop' Value: 'Volt Drop' Value: , r 74 AMPS 82 AMPS 96 A 425 78 AMPS 79 AMPS 81 A 425 I I VOLTAGE DROP CALCULATIONS: -_ - _.__._____-- , - VOLTAGE DROP CALCULATIONS: C �.� .� - CONNECTED LOAD RMS BOLTED 3 PHASE SHORT CIRCUIT CONNECTED LOAD RMS BOLTED 3 PHASE SHORT CIRCUIT ..'� 1►� �+ . NOTES: NOTES: 1. PROVIDE LOCK ON DEVICE. PER PHASE Prim 'Vdrop = 5.31 Volts CURRENT CALCULATIONS: 1. PROVIDE LOCK ON DEVICE. PER PHASE Prim 'Vdrop = 5.31 Volts CURRENT CALCULATIONS: ' 'i •', �'� H y Prim Vdrop% = 2. A: 9 INA Vdrop% 2.6% t 2. A 9 KVA P 2.6% 3 i B: 9 KVA Prim _ ( _ ' P X RAT#Oitj DAT 1 z 3�.iR 3. 13: 10 KVA Isc (Xfmr Secondary) = N/A Amps � Isc Xfmr Secondary) N A Ams a P, 4 C: 8 KVA Sec Vdrop = NA Volts Isc (At Panel) = 3901 Amps 4 i C: 10 KVA Sec Vdrop = NA Volts Isc (At Panel) = 3901 Amps 5 Sec Vdrop% = Isc (w/ motor contrib.) 3932 Amps 5. Sec Vdrop% = In (w/ motor contrib.) 3920 Amps s. 6. MATTHEW W. FULTS SIGNATURE 04.06.2018 ROOF DATE ISSUED c 77468 -o REG. NO. Li▪.' INIIIIIIIII o TENANT SPACE 0 EXISTING 2 LUCKY* BRAND o 1#8 GND TO REMAIN WASHINGTON SQUARE 0 on MALL 1 ui 9712 SW WASHINGTON SQ ROAD 0-, PROVIDE A 2X3 INCH LABEL WITH BLUE LETTERING ON CONTRASTING EXISTING BACKGROUND PERMANENTLY AFFIXED TO THE SERVICE - 100 AMP TIGARD, OR 97223 00 DISCONNECT/EQUIPMENT PRIOR TO ENERGIZING THE SERVICE EQUIPMENT. EXISTING DISCONNECT EXISTING PANEL "L" SWITCH TO PANEL "L1" J J � 1 ALL CONDUCTORS TO BE THHN/THWN 75 DEG. C. INSULATION TYPE 4W 30, 4W 1Z0/208V REMAIN 120/208V SPACE #F03 UNLESS SPECIFICALLY NOTED OTHERWISE. TO REMAIN j TO REMAIN E -- In x ARC FLASH HAZARD WARNING LABELS: USE WARNING LABELS TO T IDENTIFY ARC FLASH HAZARDS FOR ELECTRICAL EQUIPMENT. LABEL TO - BE ORANGE HEADER THAT READS WARNING FOLLOWED BY THE WORD EXISTING DISCONNECT SWITCH REPORTED EXISTING WIREWAY TO REMAIN SPECIALTY DESIGN J MESSAGE ARC FLASH AND SHOCK HAZARD: APPROPRIATE PERSONAL TO BE 100 AMP, 120/208 VOLT, PROTECTION EQUIPMENT: FAILURE TO COMPLY MAY RESULT IN INJURY 3 PHASE, 4 WIRE, REPORT ANY DIFFERENCE o OR DEAN. REFER TO NFPA 70E FOR MINIMUM PPE REQUIREMENTS OR TO OWNER'S REPRESENTATIVE PRIOR TO BIDDING. MAIN LEVEL SHEET TITLE: APPROVED EQUIVALENT. 0 V V V , ELECTRICAL SCHEDULES Nio E.C. TO D. VISIT EXISTING SPACE AND SURVEY EXISTING TERING AND /// /// /// /7/ /// /// // ///TO BID. VERIFY EXISTING CONDUIT/CONDUCTORS/MEfERG AND & RISER DIAGRAM ROUTING OF CONDUIT TO LANDLORD'S SPACE. REPORT ANY 0 DISCREPANCIES TO ELECTRICAL DESIGNER. LA -, IMINIMMIININ 0 ALL NECESSARY FUSES ARE THE RESPONSIBILITY OF THE ELECTRICAL EXISTING REVISIONS: 0 CONTRACTOR TO FURNISH AND INSTALL. SEE MOTOR EQUIPMENT 1 1/2"C-4#3 0 SCHEDULE AND POWER RISER DIAGRAM FOR FUSE SIZES. 1#8 GND NO: DATE: BY: TO REMAIN 0406.2018 PERMIT SET cc m THIS RISER DIAGRAM REPRESENTS (AS ACCURATELY AS POSSIBLE) THE EXISTING ELECTRICAL DISTRIBUTION SYSTEM. FIELD VERIFY ALL SIZES Y OF EQUIPMENT, CONDUCTORS, FUSES, ETC. SIZES SHOWN ON DRAWING 0 SHALL BE CONSIDERED A MINIMUM. ANY EXISTING EQUIPMENT J CONDUCTORS, FUSES, ETC. WHICH DO NOT MEET MINIMUM SHALL BE c REPLACED TO MEET MINIMUM. r,-) 0 j PROVIDE AND INSTALL PERMANENT NAME PLATES ON FACE OF TIME vi UI CLOCK, AND ELECTRICAL PANELS. U 0 PROVIDE NEVBREAKERS AS REQUIRED. DIAGRAM PROJECT NO: 4036.0006 Et CIRISER DRAWN BY: NO SCALE KO REFERENCE ONLY E4 NOT APPROVED WITH THIS PERMIT COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2018 = A - - - - - - - - - ---- - _ _ - - - - — - - - - -- _ __ _- - - - a _ -IA) `- L - - - - - - - -� LIGHT FIXTURE SCHEDULE BRUCE M. CARLSONLAMPS o architecture = planning ' interior Cosign CN 13 t . • ; TYPE • • NOTES FIn in 1 BRUCE M. CARLSON ARCHITECT, PLLC - t ,• i •' B' :' 800 WASHINGTON AVE. N., SUITE 208 I Aa I PROVIDED ; .0 IIIIMINNEAPOLIS, MN 55401-1330 ti) 1 PHONE: (612) 547-1300 c) PENDANT PENDANT UGHT FIXTURE. LED BRIKK BY HOUZZ ID#104578493 FAX: (612) 547-1301 .r BANGOR CEMENT 12" WITH 59" CORD/BLACK METAL CHAIN 120 2700K 1 15 CONTACT • CORY BILL 1 G 11 GC TO INSTALL - BOTTOM AT 7'-0" AFF • cbillig®cmarch.com PENDANT LED SEAGULL LIGHTING 12" GC TO INSTALL - BOTTOM AT 8'-0" AFT 120 INCLUDED 1 10 #6022EN-15 W/54" CORD TRACK HEAD. 2-PLANE GIMBLE. WHITE FINISH. 22W LED PAR 38 11111111 SOLAIS — X124 40 30K 1600 WH J SLA D2 120lill _ Q �...r`..Y.... 4' FLUORESCENT STRIP LIGHT FIXTURE.ELECTRONIC MULTI-VOLT BA } � F032 830 ECO-21777 ........�.......� C-2-32-MV-C46WG-GT310 1 emanuelson-polos LIAST. 1 1111 j ATTACH TO CEILING MVOLT 2 52 consulting engineers 4' FLUORESCENT STRIP LIGHT FIXTURE. ELECTRONICIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII 11111111111111111111111111111111 MULTI-VOLT BALLAST. IIIIIIIIIIIIIIIIIIIII F032 830 ECO-21777 TEXAS LIGHT C-2-32-MV-C48WG-GT310-EM14 1 Emanuelson-Podas,Inc. F2EM 1400 LUMEN EMERGENCY BALLAST. MVOLT 2 52 7705Ed Bush Lake Road Edina,MN 55439 ATTACH TO CEILINGIIIIIIIIIIIIIIIIIIIII 952.930.0050 I www.epinc.com WALL SCONCE LIGHT FIXTURE. JELLY JAR SHADE WITH CAST GUARD. LED RAB LIGHTING VXBR100DG 3000K 120 9.5 WATTS 1 9.5 1mmwomom - - -- i Q NOT USED ma aiiiiimimiiii ii I SEAL: - SINGLE CIRCUIT UNE VOLTAGE TRACK. WHITE FINISH. ! - COTJ1tCH LT-2/4/6--P T ISEE SHEET E2 FOR EXACT LENGTHS. 120 I - - MINI-CONNECTOR: LA-2 PROVIDE ALL CONNECTION ACCESSORIES REQUIRED FOR COMPLETE INSTALLATION. 3-WAY JOINER: LA-12 TOP ACCESS END FEED: LA-10 :F tir' ^ EXIT SIGN. WHITE FINISH. LED EXITRONIX ILLUMINEX ILX FACE AND MOUNTING 3 WHITE E 120 - 2.5 I -7•._ S 120 MINUTE EMERGENCY OPERATION. 1,t!j . WALL MOUNTED EMERGENCY UGHT WITH LED EXITRONIX LED-90-G2 \ BATTERY BACK-UP - - WALL MOUNTED ; .= ON X90 MINUTE EMERGENCY OPERATION. 120 WHITE A��r�i O Z��b _WHITE FINISH �'"� + "'Ph; F K 4,C.li? COLING MOUNTED EMERGENCY UGHT WITH LED DOTRONIX LED-90-BL-G2 1 no BACK-UP - - CEILING MOUNT 90 MINUTE EMERGENCY OPERATION. 120 ..XPI,ATIOt DATE:TIt.31,�i' BLACK BLACK FINISH EXISTING LIGHT FIXTURE TO REMAIN. 100A EXISTING EXISTING LIGHTING CONTROL SYSTEM SPECIFICATION (EXG) 120 1 100 FIXTURE NOTES: 1. UGHTING CONTROL SYSTEM SHALL BE DIGITAL (COMMUNICATIONS BASED) AND CONSIST OF A MASTER LCP WITH UP TO 16 INDMDUAL 1. PROVIDE SHATTER RESISTANT LAMPS. RELAYS, SLAVE LCP'S WITH UP TO 16 INDMDUAL RELAYS IN EACH PANEL, A MICRO LCP WITH UP TO 4 INDMDUAL RELAYS AND DIMMED OUTPUTS (0-10V), DIGITAL SWITCHES (RS-485) AND DIGITAL INTERFACE CARDS. ALL SYSTEM COMPONENTS SHALL CONNECT AND BE CONTROLLED VIA A SINGLE CATEGORY 5, 4 TWISTED PAIR STRANDED CABLE PROVIDING REAL-TIME TWO-WAY COMMUNICATION WITH EACH MATTHEW W. FULTS SYSTEM COMPONENT. ANALOG SYSTEMS (CONTACT CLOSURE BASED) SHALL NOT BE ACCEPTABLE. SIGNATURE 2. RELAY PANELS SHALL BE PRE-WIRED, PRE-ASSEMBLED, PRE-PROGRAMMED AND ETL LISTED TO UL 916 (OR Ell. LISTED TO UL 924 WHEN 04.06.2018 PART OF AN EMERGENCY SYSTEM). PANELS SHALL BE PROVIDED WITH A SWITCH SELECTABLE POWER SUPPLY (347/120/OFF) AND 16 GAGE DATE ISSUED 3 BARRIERS TO SEPARATE 120V, 347V AND LOW VOLTAGE. NORMAL AND EMERGENCY POWER SHALL BE IN SEPARATE ENCLOSURES. 77468 63. RELAYS SHALL HAVE NORMALLY CLOSED (NC) CONTACTS RATED FOR 120/347V 20A TUNGSTEN, BALLAST, OR HID. STANDARD RELAYS SHALL REG. NO. W IIMIIIIMIIIIIIIIMIIIIIIIIIIIIMMMIMIIIIIIIIMIII BE ZERO-CROSS TYPE. OPTIONAL 600V, 2—POLE RELAYS SHALL BE AVAILABLE. LIGHTING CONTROL P (.0 BUTTON FUNCTION RELAY CONTROLLED COLOR AREA ZONE j 4. ALL INCANDESCENT UGHTING CIRCUITS SHALL BE CONTROLLED BY SOFTSTART NC RELAYS. NO EXCEPTIONS. 1 ON MODE LCP: R3,R5,R7 WHITE SALES AREA 1 NAME LUC KY SIL` B RA.N D o 5. RELAY PANEL ELECTRONICS SHALL PROVIDE VISUAL STATUS AND MANUAL CONTROL OF EACH RELAY. ALL SYSTEM CONTROL ELECTRONICS 2 ON MODE LCP: R4,R6,R8 WHITE SALES AREA 2 PANEL I CKT v SHALL STORE PROGRAMMING IN NON-VOLATILE MEMORY WITH 200 YEAR MEMORY RETENTION (AND A 10-YEAR TIME OF DAY MEMORY). - RELAY# CONTROL DESCRIPTION ZONE AREA NOTES `v 3 ON MODE LCP: R9,R11 WHITE SALES AREA 3 NO. WASHINGTON SQUARE I: 6. LIGHTING CONTROL SYSTEM SHALL CONSIST OF MASTER AND SLAVE PANEL(S) CONTROLLED BY A 32-CHANNEL DIGITAL TIME CLOCK (DTC) 4 ON MODE LCP: R1,R2,R12,R13 WHITE SIGN/SHOW WINDOW RECEPTS/LIGHTS 4 R1 L-4 STOREFRONT SIGN 4 STOREFRONT MALL I THAT CONTROLS AND PROGRAMS THE ENTIRE UGHTING CONTROL SYSTEM. THE DTC SHALL SUPPLY ALL TIME FUNCTIONS AND ACCEPT - INTERFACE INPUTS. THE DTC SHALL ACCEPT CONTROL LOCALLY USING BUILT IN BUTTON PROMPTS AND USE OF AN 8 UNE 21 CHARACTER 5 ON MODE LCP: RIO WHITE ANG ROOMS 5 R2 L-6 STOREFRONT LIGHTS 4 SHOW WINDOW v DISPLAY, OR FROM A COMPUTER OR MODEM VIA AN ON-BOARD RS-232 PORT. ALL COMMANDS SHALL BE IN PLAIN ENGLISH. HELP PAGES 6 OFF MODE LCP: ALL RELAYS WHITE ALL OFF ALL R3 L-8 TRACK LIGHTS 1 SALES AREA 9712 SW o SHALL DISPLAY ON THE DTC SCREEN. . R4 L-10 TRACK LIGHTS 2 SALES AREA WASHINGTON SQ ROAD -4-, o' 7. ALL SWITCHES SHALL COMMUNICATE VIA RS-485. CONTACT CLOSURE STYLE SWITCHES ARE NOT ACCEPTABLE. ANY SWITCH BUTTON FUNCTION R5 L-12 TRACK LIGHTS 1 SALES AREA 1E SHALL BE ABLE TO BE CHANGED LOCALLY (AT THE DTC OR A SERIALLY CONNECTED PC) OR REMOTELY, VIA DIAL-UP MODEM, ETHERNET, R6 L-14 TRACK LIGHTS 2 SALES AREA T I G A R D, OR 97223 OR INTERNET. REFER TO SINGLE LINE DIAGRAM FOR WIRING DETAILS, R7 L-16 TRACK LIGHTS 1 SALES AREA t 8. PHOTOCELL EXTERIOR (PCO) OR INTERIOR (PCI), SHALL PROVIDE READ-OUT ON THE DTC SCREEN IN NUMERIC VALUES ANALOGOUS TO R8 L-i 8 TRACK LIGHTS 2 SALES AREA SPACE #F03 FOOT-CANDLES. EACH PHOTOCELL CARD SHALL PROVIDE A MINIMUM OF 14 TRIGGER POINTS. EACH TRIGGER MAY BE PROGRAMMED LOCALLY R9 L-20 PENDANT LIGHTS 3 SALES AREA o OR REMOTELY TO CONTROL ANY RELAY(S) OR ZONE(S) IN ANY PANEL(S). PHOTOCELLS THAT REQUIRE THE USE OF SET SCREWS OR m MANUAL ADJUSTMENTS AT THE PHOTOCELL OR CONTROL CARD SHALL NOT BE ACCEPTABLE. LOCATOR LIGHT 1-1 R10 L-22 FITTING ROOM LIGHTS 5 FITTING ROOMS s R11 L1-23 NEON SIGN 3 SALES AREA SPECIALTY DESIGN Jo 9. UGHTING CONTROL SYSTEM INTERFACES TO INCLUDE A DRY-CONTACT INPUT INTERFACE, BAS INTERFACE (RS 232 OR RS 485), DIMMING 2 LINES OF ENGRAVING II 1=1 SYSTEM INTERFACE (RS 232), ETHERNET, AND FIBER OPTIC MODEM. VERIFY AND INSTALL ONLY THOSE INTERFACES INDICATED ON THE 8 CHARACTERS/UNE I. XXX:XXXX XXXVXXx R12 L1-1 SHOW WINDOW RECEPTACLES 4 SHOW WINDOW o PLANS. =coo= '0"02° °` R13 L1-3 SHOW WINDOW RECEPTACLES 4 SHOW WINDOW SHEET TITLE: 610.STANDARD LIGHTING CONTROL SYSTEM SOFTWARE, PRE-INSTALLED INTO THE DTC, SHALL CONSIST OF AND USE STANDARD INTERACTIVE 0 o R14 - SPARE - - ELECTRICAL r7 GRAPHICAL PAGES. SOFTWARE SHALL PROVIDE VIA LOCAL OR REMOTE PC A VISUAL REPRESENTATION OF EACH DEVICE ON THE BUS, SHOW j REAL TIME STATUS AND THE ABILITY TO CHANGE THE STATUS OF ANY INDMDUAL DEVICE, RELAY OR ZONE. OPTIONAL SOFTWARE THAT T R15 - SPARE - = SCHEDULES ACCEPTS JOB SPECIFIC GRAPHICS SHALL BE AVAILABLE. NO EXCEPTIONS. 3 4 R16 SPARE I- w 11.START UP: EC SHALL CONTACT UGHTING CONTROL MANUFACTURER AT LEAST 7 DAYS BEFORE TURNOVER OF PROJECT. LIGHTING CONTROL PILOT LIGHT I I D NOTES:XXXXXXX o MANUFACTURER WILL REMOTELY DIAL INTO THE UGHTING CONTROL SYSTEM, RUN DIAGNOSTICS AND CONFIRM SYSTEM PROGRAMMING. EC )0000000( )000000(X CL SHALL BE AVAILABLE AT THE TIME OF DIAL IN TO PERFORM ANY CORRECTIONS REQUIRED BY MANUFACTURER. EC IS RESPONSIBLE FOR PUSH BUTTONS • )0000000( xxxxxx a REVISIONS: o COORDINATING WITH GC AND THE OWNER THE INSTALLATION OF A DEDICATED TELEPHONE LINE OR A SHARED PHONE LINE WITH AN A/B 5 6 NO: DATE: BY: Z SWITCH. PHONE JACK TO BE MOUNTED WITHIN 12" OF MASTER LCP. LABEL JACK WITH PHONE NUMBER. EC TO CONNECT PHONE LINE mFROM JACK TO MASTER LCP. NO EXCEPTIONS. A 04.06.2018 PERMIT SET >' 12.TELEPHONE FACTORY SUPPORT SHALL BE AVAILABLE AT NO ADDITIONAL COST TO THE EC OR OWNER BOTH DURING AND AFTER THE o WARRANTY PERIOD. FACTORY TO PRE-PROGRAM THE LIGHTING CONTROL SYSTEM PER PLANS AND APPROVED SUBMITTAL THE LIGHTING TY P. CHELSEA DIGITAL SW 1 TC H CONTROL MANUFACTURER, AT NO ADDED COST, SHALL PROVIDE ADDITIONAL PROGRAMMING VIA MODEM OR INTERNET AS REQUIRED BY THE EC OR OWNER FOR THE OPERATIONAL LIFE OF THE SYSTEM. MANUFACTURER WARRANTS THAT BOTH THE SYSTEM FIRMWARE AND SOFTWARE CO CAN BE UPGRADED AND MONITORED REMOTELY. UPON REQUEST MANUFACTURER TO PROVIDE REMOTE DIAL. UP SOFTWARE AND ALL FUTURE 0 NO SCALE NI- FIRMWARE UPDATES TO SYSTEM OWNER. NO EXCEPTIONS. ✓ 13.SHOP DRAWINGS SUBMITTED BY MANUFACTURER SHALL BE JOB SPECIFIC, INCLUDING PANEL SWITCH AND TIME CLOCK SCHEDULES, SINGLE 0 LINE DRAWINGS, AND SHALL BE AVAILABLE IN BOTH ELECTRONIC AND HARD COPY FORMAT. SUBMITTALS WHICH CONSIST OF TYPICAL SINGLE L UNE DRAWINGS OR GENERAL PROGRAMMING INFORMATION SHALL NOT BE ACCEPTABLE. 0 PROJECT NO: 4036.0006 j 14.UGHTING CONTROL SYSTEM TO BE MANUFACTURED BY LIGHTING CONTROL & DESIGN, LOS ANGELES, CA. (800) 345-4448 OR REFERENCE ONLY DRAWN BY: JGK a SALES#UGHTINGCONTROLS.COM. NOT APPROVED WITH THIS PERMIT — _ - - - - - COPYRIGHT BRUCE M. CARLSON ARCHITECT, PUC 2018 GENERAL STRUCTURAL NOTES 1- s to C 6.7 SECURELY ANCHOR ALL GIRTS AND PURLINS TO EACH OTHER AND TO THE SUPPORTING STRUCTURE. * - ... M 1 BUILDING CODE: 6.8 RUNNER TRACK SHALL BEAR FULLY ON SUPPORTING STRUCTURE AND SHALL BE FASTENED TO CONCRETE WITH POWDER- - e b ACTUATED FASTENERS PER THE POST-INSTALLED FASTENER SECTION, UNLESS NOTED OTHERWISE. BRUCE 1.1 2014 OREGON STRUCTURAL SPECIALTY CODE AS ADOPTED BY THE TIGARD MUNICIPAL CODE. 6.9 TOP TRACK CONNECTIONS OF NON-LOAD BEARING WALLS SHALL PROVIDE FOR A 1/2"MINIMUM VERTICAL DEFLECTION OF rt ` BRUCE M. 1.2 BASED ON THE 2012 INTERNATIONAL BUILDING CODE, SPANDREL BEAMS,GIRDERS,ETC,UNLESS NOTED OTHERWISE. `7• 3 6.10 THE GAUGE OF ALL CONNECTING ELEMENTS, INCLUDING TRACKS,SHALL BE NO LIGHTER THAN THE GAUGE OF THE MEMBER architecture • planning • interior design N 2 DESIGN LOADS: BEING CONNECTED. tC 2.1 ROOFS: ULLC LIVE 20 PSF 7 STRUCTURAL STEEL: 8000 WASHW OS AN �SU 208 1 SNOW: GROUND SNOW LOAD,PDg 10 PSF 7.1 DESIGN CODE:SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS(AISC 360),LATEST ADOPTION. MINNEAPOUS, IAN 55401-1330 FLAT ROOF SNOW LOAD,Pr 10 PSF Y EXPOSURE FACTOR,Ca 1.0 7.2 MATERIAL SPECIFICATIONS(UNLESS NOTED OTHERWISE): PHONE: (612 547-1300 3 STRUCTURAL STEEL WIDE FLANGE ASTM A992 (61 } 547-1301 v IMPORTANCE FACTOR, (s 1.0 FAX: OTHER STRUCTURAL STEEL ROLLED SHAPES,PLATES&BARS ASTM A36 p THERMAL FACTOR, Ct 1.0 HOLLOW STRUCTURAL SECTIONS ASTM A500,GR B WID BASIC WIND SPEED,V 120 MPH ULTIMATE THREADED RODS ASTM A36 CONTACT: CORY BILLIG EXPOSURE C WELDS(E70XX ELECTRODES) AWS D1.1 cbliilgOcmarch.com INTERNAL PRESSURE COEFFICIENT,GC,,, ±.18 7.3 ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO THE SPECIFICATIONS OF THE AMERICAN 2.2 SEISMIC DATA: INSTITUTE OF STEEL CONSTRUCTION(AISC), LATEST ADOPTION. PROVISION 4.4 AND APPENDIX A OF THE AISC CODE OF SITE CLASS D STANDARD PRACTICE ARE SPECIFICALLY DELETED FROM THE PROJECT CONTRACT DOCUMENTS.THE FABRICATOR SHALL z ;. - f RISK CATEGORY II PROVIDE ITS SCHEDULE FOR THE SUBMITTAL OF SHOP AND ERECTION DRAWINGS A MINIMUM OF 14 DAYS PRIOR TO FIRST , .-1-----;.--_____ SUBMITTAL. IMPORTANCE FACTOR,fie 1.0 -.- l=am �� MAPPED SPECTRAL RESPONSE COEFFICIENT,Ss 0.978 7.4 ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.1.UNLESS OTHERWISE NOTED,PROVIDE CONTINUOUS _ . FILLET WELDS PER AISC REQUIREMENTS MEETING MINIMUM THICKNESSES ALLOWED PER THICKNESS OF MATERIAL MAPPED SPECTRAL RESPONSE COEFFICIENT,Si 0.425 _ DESIGN SPECTRAL RESPONSE COEFFICIENT,SOS 0.723 WELDED.ALL FILLER MATERIAL SHALL HAVE A MINIMUM YIELD STRENGTH OF 58 KSI. 7.5 HOLES IN STEEL SHALL BE DRILLED OR PUNCHED.ALL SLOTTED HOLES SHALL BE PROVIDED WITH SMOOTH EDGES. ai DESIGN SPECTRAL RESPONSE COEFFICIENT,Sol 0.446 1 SEISMIC DESIGN CATEGORY D BURNING OF HOLES AND TORCH CUTTING AT THE SITE ARE NOT PERMITTED. 3 GENERAL NOTES: 8 SUBMITTALS: 3.1 CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND FOR THE SAFETY 8.1 GENERAL SUBMITTAL REQUIREMENTS OF PERSONS AND PROPERTY.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS ANI8 1.1 CONTRACTOR SHALL REVIEW,STAMP,SIGN AND DATE ALL SUBMITTALS PRIOR TO FORWARDING TO ARCHITECT/ENGINEER. Planners and engineers 763 559 9100 REGULATIONS DURING THE WORK.THE ENGINEER WILL NOT ADVISE ON NOR ISSUE DIRECTION AS TO SAFETY PRECAUTIONS THE ENGINEER'S REVIEW IS FOR CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE pymoBerkshire it MN 55Lane441 ,Suite 200 inwww yeaeng corn fat vaaeng.corn AND PROGRAMS. RELEVANT CONTRACT DOCUMENTS.THE ENGINEER'S REVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE 3.2 THE STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE. DURING ERECTION OF THE STRUCTURE,THE RESPONSIBILITY TO REVIEW,CHECK AND COORDINATE THE SUBMITTALS THE CONTRACTOR REMAINS SOLELY RESPONSIBLE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TEMPORARY GUYING,SHORING,BRACING, FORMING, ETC.TO HOLD THE _ FOR ERRORS AND OMISSIONS IN THE SUBMITTALS. STRUCTURE IN PROPER ALIGNMENT AND TO WITHSTAND ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED ARE IN 8'1.2 SHOP DRAWINGS SHALL BE IN THE FORM OF BLACK-LINE PRINTS OR PORTABLE DOCUMENT FORMAT(PDF)FOR REVIEW. PLACE.THE INVESTIGATION,DESIGN,SAFETY,ADEQUACY AND INSPECTION OF SUCH TEMPORARY MEASURES ARE THE DRAWINGS LISTED BELOW AS"CERTIFIED"SHALL BEAR THE SIGNED AND DATED SEAL OF A PROFESSIONAL ENGINEER SOLE RESPONSIBILITY OF THE CONTRACTOR. REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. IN NO CASE SHALL REPRODUCTIONS OF THE CONTRACT 3.3 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE CONDITIONS ARE NOT SPECIFICALLY DRAWINGS BE USED AS SHOP DRAWINGS. DRAWINGS SHALL SHOW ERECTION PLANS,DIMENSIONS,BRACING AND BRIDGING SHOWN,SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED,SUBJECT TO REVIEW BY THE ENGINEER. REQUIREMENTS,DETAILS, SUPPORTED MECHANICAL EQUIPMENT AND PIPING.SUBMITTALS ARE REQUIRED. 3.4 ARCHITECTURAL DRAWINGS,MECHANICAL DRAWINGS,ELECTRICAL DRAWINGS,TELECOMMUNICATION DRAWINGS,FIRE 8.1.2.1 INCLUDE MANUFACTURER'S PRODUCT DATA AND LATEST TECHNICAL DATA,SECTION PROPERTIES AND MATERIAL PROTECTION DRAWINGS,EQUIPMENT DRAWINGS AND RELATED ITEMS ARE BY OTHERS. STRENGTHS OF ALL FRAMING MEMBERS THAT ARE USED. ® - 3,5 CONTRACTOR AND SUBCONTRACTORS SHALL THOROUGHLY REVIEW ALL DRAWINGS PRIOR TO SUBMITTING BIDS. SEAL: MISCELLANEOUS FASTENERS,CLIPS,ETC.THAT ARE NOT DETAILED ON THE DRAWINGS BUT ARE PART OF THE ABBREVIATIONS REQUIREMENTS FOR FULL INSTALLATION OF ALL STRUCTURAL SYSTEMS ARE TO BE PART OF THE BID.THE CONTRACTOR ACI AMERICAN CONCRETE INSTITUTE CRSI CONCRETE REINFORCING STEEL INSTITUTE • SHALL VISIT THE SITE PRIOR TO THE BID TO ASCERTAIN CONDITIONS WHICH MAY ADVERSELY AFFECT THE BID. RISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION OSHA OCCUPATIONAL SAFETYAND HEALTH ADMINISTRATION 3.6 DURING THE BIDDING STAGE,CONTRACTOR SHALL REQUEST AN INTERPRETATION OF CONFLICTS PRIOR TO BIDDING. IF NO REQUEST IS MADE,BOH PROVISIONS SHALL BE PRESUMED TO BE INCLUDED IN THE BID AND THE ARCHITECT/ENGINEER AISI AMERICAN IRON AND STEEL INSTITUTE SDI STEEL DECK INSTITUTE SHALL DETERMINE WHICH PROVISION GOVERNS,AND THE CONTRACTOR SHALL PERFORM THE WORK AT NO ADDITIONAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS SJI STEEL JOIST INSTITUTE COST TO THE OWNER. 3.7 ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE CONSTRUCTION DRAWINGS AND/OR AWS AMERICAN WELDING SOCIETY SSMA STEEL STUD MANUFACTURER ASSOCIATION SPECIFICATIONS AND/OR EXISTING CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. 3.8 THE CONTRACTOR SHALL COORDINATE ALL DEPRESSIONS, DIMENSIONS,ELEVATIONS, SLEEVES,CHASES, HANGERS, OPENINGS, BLOCK OUTS, INSERTS,ANCHORS, EQUIPMENT SUPPORTS,AND DETAILS WITH THE ENTIRE CONSTRUCTION UCT(/ PACKAGE INCLUDING ARCHITECTURAL DRAWINGS, MECHANICAL DRAWINGS, ELECTRICAL DRAWINGS,TELECOMMUNICATION g"CcRq< DRAWINGS,FIRE PROTECTION DRAWINGS AND EQUIPMENT DRAWINGS. PROS. 3.9 MECENGHANICAL UNITS SUPPORTED BY ROOF OR FLOOR STRUCTURE ARE SUBJECT TO THE ACCEPTANCE OF THE STRUCTURAL R. \�'� ITV F���y 3.10 DO NOT HANG ANYTHING EXCEPT ACOUSTICAL CEILING GRIDS FROM THE STEEL ROOF DECK. • j 4_ „. 4 EXISTING CONSTRUCTION: 4.1 WHEREVER APPLICABLE, PRIOR TO FABRICATION AND CONSTRUCTION,CONTRACTOR SHALL FIELD VERIFY ALL EXISTING Qcc> ELEVATIONS, DIMENSIONS, DETAILS OF EXISTING STRUCTURAL CONNECTIONS AND OTHER CONDITIONS WHERE THEY "t‘ Tj 16,2:-. ' `�' "✓i fi CONSULT WITH AFFECT THIS OTHETSTRUCON.TURALTIFY THE ENGINEER IF THERE EGNEER BEFORE MAKING ANY MODIFICATIONS TO THE EXISTING STRUCTUE ANY DEVIATIONS FROM THE CONTRACT RE NOTTS F. F. Bp`® INDICATED ON THE CONTRACT DOCUMENTS. / 4.2 BEFORE PROCEEDING WITH ANY WORK WITHIN THE EXISTING FACILITY,THE CONTRACTOR SHALL BECOME FAMILIAR WITH EXPIRES 12/31 /20 t THE EXISTING STRUCTURE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY BRACING, SHORING AND OTHER SAFEGUARDS TO MAINTAIN ALL PARTS OF THE EXISTING WORK IN A SAFE CONDITION DURING THE PROCESS OF DEMOLITION AND CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING WORK WHICH ARE TO REMAIN. 4.3 THE CONTRACTOR SHALL CONSIDER ALL HAZARDS DUE TO WELDING WITHIN THE EXISTING FACILITY,INCLUDING FIRE HAZARD,TOXIC SMOKE HAZARD AND LIQUEFACTION OF MEMBERS UNDER LOAD.VERIFY THE PRESENCE OF ANY TOXIC MATERIALS PRIOR TO BIDDING THE WORK OR SUBMITTAL OF FINAL PRICE. 3 5 POST-INSTALLED FASTENING: 11 5.1 POST-INSTALLED SYSTEMS ARE BASED ON THE FOLLOWING(UNLESS NOTED OTHERWISE): A co DESCRIPTION ANCHOR/ADHESIVE' APPLICATIONS LUCKY* B RAN D Goo ADHESIVES HILTI HET-HY200 OR POWERS AC 100+ CONCRETE(EXCLUDES PRECAST HOLLOW-CORE) v EXPANSION HILTI KWt BOT 3(TZ)OR WASHINGTON SQUARE 2 ANCHOR POWERS POWER-STUD+SD1 (SD2) MALL N' POWDER- HILTI X U 32 COLD FORMED STEEL FRAMING TO CONCRETE o ACTUATED HIT!X-EDNK22 THQ12,X EDN19 THQ12 OR TO STRUCTURAL STEEL OR JOISTS FASTENERS X-ENP-19 L 15 9716 SW 3 'SUBSTITUTIONS WILL BE CONSIDERED PROVIDED THE CONTRACTOR SUPPLIES DOCUMENTATION OF EQUAL OR WASHINGTON SQ ROAD p GREATER CAPACITY BASED ON ANCHOR SIZE,EMBEDMENT DEPTH,SPACING AND EDGE DISTANCE. I 5.11 POST-INSTALLED ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTALLATION TIGARD, OR 97223 O INSTRUCTIONS. c 5.2 INSTALLATION REQUIREMENTS FOR ADHESIVE ANCHORS: 5.2.1 HORIZONTAL OR UPWARDLY INCLINED ORIENTATIONS SPACE #F03 5.2.1.1 INSTALLATION SHALL BE PERFORMED BY PERSONNEL CERTIFIED IN ACCORDANCE WITH ACI/CRSI ADHESIVE ANCHOR •0 INSTALLER CERTIFICATION PROGRAM. O 5.2.1.2 INSTALLATION SHALL BE CONTINUOUSLY INSPECTED DURING INSTALLATION BY AN INSPECTOR SPECIALLY APPROVED BY THE BUILDING OFFICIAL. Ir4 5.2.2 ALL OTHER ORIENTATIONS 5.2.2.1 INSTALLATION SHALL BE PERFORMED BY PERSONNEL TRAINED TO INSTALL ADHESIVE ANCHORS.TRAINING SHALL INCLUDE SPECIALTY DESIGN IX PRODUCT-SPECIFIC TRAINING OFFERED BY THE ADHESIVE MANUFACTURER AND SHALL BE INSPECTED IN ACCORDANCE O WITH THE ICC REPORT. O 6 COLD-FORMED STEEL FRAMING: SHEET TITLE: ob P 6.1 DESIGN,FABRICATION AND ERECTION COLD-FORMED STEEL FRAMING SHALL CONFORM TO THE NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS(AISI S100),LATEST ADOPTION. GENERAL C 6.2 DETAILS SHOWN ON THE DRAWINGS ARE INTENDED TO EXPRESS A DESIGN MINIMUM PERFORMANCE. STRUCTURAL 26.2.1 FURNISH BRIDGING, BLOCKING, CLIP ANGLES, BRACING,REINFORCEMENTS, FASTENERS AND ALL OTHER ACCESSORIES FOR NOTES COMPLETE INSTALLATION AS RECOMMENDED BY THE MANUFACTURER FOR THE APPLICATION INDICATED.ALL BRIDGING(IF ,i' REQUIRED)SHALL BE INSTALLED PRIOR TO THE ADDITION OF ANY LOADING. YIIIIIIIIIIMEMIIII U 6.3 STUDS AND ACCESSORIES SHALL BE GALVANIZED WITH A G-60 COATING MEETING THE REQUIREMENTS OF ASTM A653. 3 6.4 NOTCHING OR COPING OF STUDS IS NOT ALLOWED,UNLESS NOTED OTHERWISE REVISIONS: 1 6.5 SPLICES IN AXIALLY LOADED STUDS ARE NOT PERMITTED. 4 6.6 END OF STUDS SHALL FIRMLY AND SQUARELY SEAT TO RUNNER TRACKS,TOP AND BOTTOM. NO: DATE: BY: 5 t O m :; A.O 0 0o PROJECT N0: 18028.001 r DRAWN BY: TEM a) M V A SI M - COM B RU IL ORM AHEM RIE El Itl M BB 0 0 o BRUCE M. 03 CARLSON `3 architecture • planning • interior design up I I I I BRUCE UU. CARLSON ARCHITECT PWC 800 WASHINGTON AVE. N. SUFE 208 1 --‘/ — MINNEAPOLIS, MN 55401-1330 m PHONE: (612) 547-1300 FAX: (612) 547-1301 El I I I 11 .._.w.�e. CONTACT: CORY BILLIG cbillIgOcmarch.com SIM I _ i ELJ..., VA41 40 I I I -- — — f — — — _ — — — — I I 1 rt Ui 2300 Berkshire Lane N,S ud'e 200 mwww3aaaa5e5enn9gg.9.coco5mPAIin ,MN 5E544n54 i1eer5 O BOX COLUMN, I m TYP UNO co T. 6 I I I 52 ®SIM SEAL: I-- I 1 I I I I E 1 Ari,__JC6x8.2 JAMB STEEL AT ENTRY GRILL, SIikti C T u 844 I TYP EACH END 164 LBS PENDANT ABOVE, 0 gag ��' � FOR ATTACHMENT L i''Wr SEE 3/S2 N Cd 0 GON w 0 01-,-,,. --ri,/6,S1/41, vzz,z-•,. i_A g` SALES AREA i I MALL CONCOURSE t' Y F. S 0 I < EXPIRES 12131 12O 9 i I m ®AT BASE, TYP ®EACH END 50 ®AT HEADER, NV TYP EACH END 3 I I I v II LUCKY* BRAND cD 15 SIM r LL —1111— S2 WASHINGTON SQUARE 2 I' I f :1 6 1�� �1 MA 0 52 1 3 1 I I I 15 9716 SW —_ I S2 WASHINGTON SQ ROAD 1`a 1 TIGARD, OR 97223 C W SPACE #F03 I I 1 �' x0 - I ! SPECIALTY DESIGN I IS 0 cd, FOR ATTACHMENT i €11 TYP AT HEADER ONO SHEET TITLE: F OF GLASS CUBES -a SEE 4/S2 STRUCTURAL PLAN C °° I I II I __ \3 15 SIM REVISIONS: I S2 NO: DATE: BY: i _ I I I I _ — co co 4.1a 0NORTH a STRUCTU RAL PLAN co PROJECT NO: 18028.001 cv 411 PLAN NOTES: 114' = 1 -O" DRAWN BY: TJM W 1. SEE STRUCTURAL NOTES ON SHEET SO. 2. GC TO FIELD VERIFY ALL EXISTING CONDITIONS IMPACTED BY THIS WORK PRIOR TO SHOP DRAWINGS, FABRICATION, AND CONSTRUCTION, NOTIFY ENGINEER IMMEDIATELY IF DISCREPANCIES OCCUR. I- aI M S 1 0 COP11lGIIT BRUCE U.MUM PEMB A RIC 2018 EI FIELD 2"TYP VERIFY I FOR CONN, SEE DETAIL 8A/S3 n TYP (4) CORNERS ° NOTE r BRUCE M. FOR JOIST REINFORCING ao - REQUIREMENTS SEE 2/S2 C I 3/8125 THREADED ROD, architecture • • interior design N planning CARLSON 114 COUNTERSUNK SEE 1152 . TAPCON SCREWS RM. CA ON N A ECT 2.0 � EXIST ROOF DECK � BRUCE Y. CARLSON ARCHITECT PLLC P1000 UNISTRUT ATTACH n,P 1 L co N., A TO JOIST TOP CHORD WI 114 �/ 1K • • MINNEAPOLIS, MN 55401-1330 3/8" DIA THREADED RODS iIMIk PHONE: 612) 547-1300 ��_ FAX' (61 ) 547-1301 c � AND BOTTOM,TYP * � CEILING TUBE FRAME PER MFR El EXISTING JOIST, TYP #10 SPLAY WIRE IN CONTACT: CORY BILLIG 4 DIRECTIONS TO } 112" DIA EYE BOLT o o cbilligOcmarch.com STRUCTURE ABOVE W/COUPLER11\ 4 GLASS CUBE PLAN 3/8"0 THREADED ROD / ,w .?->. ,;,a . ;..:.: S 0 0 0 0 ' 3116"0 CHAIN -RATED Mr 3/4"=1'-0" W/NUTS AND WASHER TOP AND BOTTOM WHERE"X" >6" PROVIDE D 1001001111 0 ' FOR 500 LBS (ASD)MAXEXIST JOIST YxL1 112x1 112x3116 WELD TO PENDANT DRUM LIGHTD O 'OEXISTING CONC -1L- VA4�0 II 00000 � 000�0�000 n n n n �' 318"O BOLT W/COUNTERSUNK HEAD. TUBE PER GLASS Planners and Engineers 763 559 9199 EMBED 2 1/2" MIN W/HILTI HY 200 ADHESIVE CUBE MFR 2300 Berkshire Lane N,$u;te200 www.vaaeng.corn Plymouth,MN 55441 infa@vaaeng,eom 9 SECTION JOIST WEB REINF DETAIL LIGHT SUPPORT 4A DETAIL NOT USED 1"=1'-0" 3/4"=1'-0" 314"=1'-0" S2 3"=1'-0" NONE EXISTING ROOF DECK, EXISTING ROOF DECK, CONT SLIP TRACK, FIELD VERITY FIELD VERITY \--EXISTING ROOF JOIST, EXISTING ROOF JOIST, FIELD VERITY \ FIELD VERITY SEAL.: ,4 .-. -11- +. _7;_. _ _-.7:.:::---. --:-.-i-7---------7;- \-4-- + +-I- \ 1----- AIN I. 1111\ I .'...: _ , AL Nill _11_ 11- _: PROVIDEEXISTING MALL SOFFIT FOR ADD'L EXISTING MALL SOFFIT FOR ADD'L DIAGONAL KICKER �-- INFORMATION, _" AND BULKHEAD AND BULKHEAD, INFORMATION, ABOVE CEILING @ •- SEE 615 SEE 6152 r �IC`f'I Ip FIELD VERITY FIELD VERITY SI < 4'-0" OC AND AT �0.EpPROF EACH COLUMN,5EE 3625162-43 @ 4'-0"OC �,'tV' - si3%�. Mg! NE-6-;55 9 ARCH FOR m 41 II . ATTACHMENT AT �/ r EXISTING ROOF r `:`- :rr 0 STRUCTURE '�►,qr -. 2op� `� l O 073 BOX HEADER, BOX HEADER, I SFy P. �P SEE 14/S2 SIM 3625162-43 SOFFIT 3625162-54 @ 16" SEE 14/52 SIM FRAMING @ 16"OC,TYP OC FULL HEIGHT BOX HEADER, EXPIRES 12/31 /20 /y CONT 362T162-43 ' EA END (FULLY BLOCKED}, SEE 14152 TYP I, STUD INFILL W/CONT BOX HEADER, BOX HEADER TYP, TOP TRACK, CLIP STUDS TYP SEE 14152 TYP SEE 14/S2 TYP® TO CHANNEL @ 4'-O"OC 11 CHANNEL HEADER S2 VI Mr crs3 IIMMIIIMINIIII csi SALES AREA MALL CONCOURSE SALES AREA MALL CONCOURSE SALES AREA MALL CONCOURSE c0 1I 1 1IiL LUCKY* BRAND ago BOX COLUMN FULL BOX COLUMN FULL BOX COLUMN FULL BOX COLUMN FULL BOX COLUMN FULL 0 SEE 15/TS2 SEE SEE 5HEIGH/52, SIM SEE 5/S2, SIM BEYOND, SEEH/ BEYOND, ThSEE HEIG15/52, SIM T BEYOND, WASHINGTON SQUARE 3 MALL to 15 TYP TYP 15 15 TYP 9716 SW al S2 ® S2 ci WASHINGTON SQ ROAD 1 __Li --- - LL 1J _ _ ...LI- -- - i TIGARD, OR 97223 6 SECTION SECTION 8 SECTION 9 NOT USED 10 NOT USED SPACE #F03 S2 112"=1'-0" 0 1/2"=1'-0" S2 112"=1'-0" S2 NONE 52 NONE 1 a TSN HE (L) STIFF CLIP (2) 362T150-54 A EACH SIDE, SEE 11/S2 / 3 5/8" (2) 362S162-54 SPECIALTY DESIGN _ " I BOX HEADER AT SIM EXTEND BEYOND TO 600T150-43 TOP AND BOTTOM AT SIM: 6005162-43 MIII o IATTACH TYP EACHENDBOX COLUMN, _ AT SIM: 600T150-54 :II—M: I:: SHEET TITLE: L4x4x114x0'-4"WI(4) �., I I I (4) 1/4"TAPCON F #12 SELF-DRILLING : : '117 —'1'n.. I� TEK SCREWS EACH : .: : �, I [ �11 SCREWS W/2"EMBED STRUCTURAL DETAILS c TSN HE (L)STIFF CLIP LEG -.` ° EACH SIDE,TYP I I �I. m (2) 8005162-43 �II _—q. Y 4" / AT SIM: (3)1200S162-68 ELEY #10 TEK SCREWS I. I SHOWN DASHED PLAN 16"OC,TYP o i- .... - @ REVISIONS: • ' I 1/4 V --_- T _ CHANNEL JAMB • NO: DATE: BY: 5 \_BOX HEADER L4x4x114x0'-4"WI(4} -----'9 I STUD INFILL SIM5 .' . I n I. TRACK(2) SIDES #12 SELF-DRILLING I BOX COLUMNi___.[ -;i II LI - — CHANNEL HEADER --� i (2) 3625162-54 .4- 15 (4)#10 TEK SCREWS TEK SCREWS IN ISZ AT SIM: 600516243 EACH LEG, TYP VERTICAL LEG SIM I L4x4x1/4x0'-4"WI(1) #10 TEK SCREWS S2 CHANNEL JAMB 3/8" DIAx3"T1TEN HD @ 16"OC, TYP it ( ) op (10)#10 TEK SCREWS EACH SIDE, TYP ANCHOR INTO 4 114" A � SCREWS W12" EMBED go .• EXISTING SLAB Il -_ I BOX COLUMN , BOX COLUMN 114 / +l #10 TEK SCREWS I, I EXISTING SLAB1111 N .�' I @ 16"0C,TYP a ON GRADE I I I PROJECT NO: 18028.001 G �i — ti ELEVATION DRAWBY: TJM co 1111 FRAMING DETAIL 12 FRAMING DETAIL 13 FRAMING DETAIL 14 BOX HEADER DETAIL 15 BOX COLUMN o_ S2 1"=1'-0" S2 1"=1'-0" S2 1"=1'-O" S2 3"=1'-0" S2 3"=1'-0" '. 2 A .._ l 0 OTIMGI1T Ma IL CARLS N1 ?MET,me 2018 MAR 0 7 2018 ) ppnrety S, G1NZ', s p2 .1' 40 76024P ' r 1 3/32" OREGGN GENERAL NOTES: EARTHQUAKE DESIGN DATA: • 1) DESIGN OF STEEL STORAGE SHELVING AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN a) Seismic Importance Factor,IE=1 ' 0 \ 'Qpe A �v�GP�` COMPLIANCE WITH THE REQUIREMENTS OF THE 2014 OSSC,ASCE 7-10,&AN51/RMI MH16.1(2012) Risk Category II-Not Open to the PublicI/* 2) STEEL FOR ALL SHAPES IS F 33 KSI (EXCEPT AS NOTED) 1 1/ I1�1 \ IN 3 0 2018 Y= b) Mapped Spectral Response Accelerations: 1 1'2 Z' 3) ALL ANCHORS ARE HILTI HUS-EZ(ESR-3027)OR APPROVED EQUAL N ;° Expires Ss= 0.977 51= 0.425 1 1�w (SPECIAL INSPECTION REQUIRED REFERENCE TABLE BELOW) c) Site Class-D(Assumed) 1/ SER ■�J{■ rn T 1� 4) EXISTING CONCRETE SLAB=MIN.4"THICK SLAB-ON-GRADE WITH Fc=2500 PSI d) Spectral Response Coefficients: Z" N I 1111 ` LI1 AND 500 PSF SOIL BEARING PRESSURE _ / l�V ' > I t V) Z Sds= 0.722 Shc 0.446 0 5) STORAGE SHELVING CAPACITY=5 PSF PER LEVEL FOR 60"WIDE FOLD UNITS,8 PSF PER LEVEL FOR ALL e) Seismic Design Category=D J 1/41.0 RIVET — Lo OTHER UNITS 14 �`` 6) ALL SHELVING INSTALLATIONS AND SHELVING MANUFACTURED IN CONFORMITY WITH THIS STANDARD f) Basic Seismic-Force-Resisting System(s): Om SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE, EACH NOT LESS Non-Building Structures,Steel Shelving f 0 i) g NOG IX THAN 50 SQUARE INCHES IN AREA SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD PER LEVEL =85 Ib 5� SPANNER BEAM -- TOP & BOTTOM g) Design Base Shear 5 j"] 7) ALL SHELVING SHALL BE IN COMPLIANCE WITH THE RMI h) Seismic Response Coefficient:Vt=0.126t g O THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES BETWEEN THE TOP OF THE U_ Q 8) i Response Modification Factor:R-4 / STORED MATERIAL AND THE CEILING SPRINKLER DEFLECTORS ) �/ 1.111 w 9 THE SHELVING RACKS WILL NOT BE OPEN TO THE PUBLIC j) Redundancy Factor:p=1.0 co 1 U Z Lid ~ " ' MAXIMUM"OUT-OF-PLUMBNESS"SHALL BE 0,5 INCH IN 10 FT k) Analysis Procedure per ASCE 7-10,Section 15.5.1 ° C!3 10) SHELVING UNIT'S M t U U QLif z gg 0 — > CC STATEMENT OF SPECIAL INSPECTIONL (� 'f'dli N Uni C9 � ti � u /- � 11 GAS J6, � VERIFICATION AND INSPECTION PERIODIC HILTI HUS-F2 INSPECTED BY (ICC-ES ESR-3027) / �� s� e 40 W Z � O w ) SILL!' g 318'DIAX3"LONG- / t� INSPECTOR I B o c4 z CONFIRM ANCHOR TYPE X SECTION 4A.5.2,TABLE 1 t )I I ) (c 1 4 RIVET CONFIRM CONCRETE MINIMUM 2500 PSI X ci / " • i W tigj3U COMPRESSIVE STRENGTH / cYi to W CONFIRM CONCRETE X 4"MINIMUM o 'S'1 THICKNESS HOLE DIAMETER X 3J8"DIA X 2-3J4'LONG- INSPECTOR ® L-POST ED T-POSTclUI m SECTION 4.3,4A,FIGURE 4A 14 GA. 14 GA. (17 CLEAN OUT OF HOLE X BULBBLN 4 OUT- INSPECTOR 0 SECTION4.3.4.4 TYPICAL SHELF BEAM LL MINIMUM ANCHOR SPACING X 2'25" INSPECTOR SECTION 4.4,5.7,TABLE 2 MINIMUM EDGE DISTANCE X 1'5• INSPECTOR UPRIGHT STEEL POSTS 0 SHELF BEAM CONNECTIONS w SECTION 4.4,5.7,TABLE 20 ANCHOR EMBEDMENT X 2'S" INSPECTOR SECTION 4.3,4.4,5.2,TABLE 2,3CL TIGHTENING TORQUE X 40 FT-LHS INSPECTOR ( ^ J SECTION 4.3,4.4,TABLE 2 �+ Note:Inspection to be completed CD by by a 3rd party Inspector X 1��� NOTE:ANCHOR BOLTS SHALL BE LOCATED r – A MINIMUM OF 6" FROM ANY CONCRETE 0 Cr)/% T POST CD CONTROL JOINTS . w CV 1� �; ;rJ -L POST � � w N NOTE: THE SHELVING SHALL BE ATTACHED EXISTING WALL , r Q Q N TO THE EXISTING WALL STUDS AND `` `� COVER ✓ i% CONCRETE SLAB. NO NEW STUDS OR �i 4 ❑ 01 STUD WALLS ARE REQUIRED. EXISTING WOOD OR i� fro• CI Arm Flange for alignment STEEL WALL STUD '; Ir. Z (� Self Drilling #12 x 1" Screws - into wheel channel .-_- \ - 16 O.C. MAX ✓ ill' I / {� Q I;,/'} cn 02 screws from upright posts to – I u �/ z-_ 1MIN. 1" frj �- ; I �G .#1 g i= r'NZ z d carriage and 2 screws from � EMBED. I �� �* I 2 clic›.'-' LX I U o OC anti-tip arm to carriageH. • I li ,* I•,- 1Fr 24 #14 x 1 i I I '� I 4 SCREW Anti-Tip Arm �i -- "s i �,• fl L �1 •* b, 2.( �. I Z 318" HILTI HUS-EZ ANCHORS wl 14x3 TEK SCREW AT HELF BEAM II " 1I J Et v --• 4 ' .' .'- _ — 2-112" MINIMUM EMBEDMENT ��11 EACH WALL STUD ', S_ �i - i .,•:. •� :.,. -: -TYP. -REF. DETAIL 2 ' II II • • ,• ' �• :i. •- :' \ N U V) SPACED AT 24 O.C. MAX. '4411113 -••- isiplig . " 4. : •:*. . .. '•, , . ° .n = .' •. SHELVING POST f !STING STUD WALL �,I> W ` Q .. - '4 •., . . ..•: � . • • ' .. , FASTEN W/ #14x1" 6'�'�� ASTEN WI #14x1" `� � •• � '. = • "�' ::• ;.' -, : � . : . '= 0 • . . • ° • z LONG TEK SCREW LONG TEK SCREW 0 -- • -"•• ` ,- ' - - ! •- •� - , : ' : . � :. .> SHELF BEAM " >. • ' " • • • . - IN.• + , •�-,- • '•. :' • • . q••. • °. •� INTO STUD WALL - 100 PSF MAX 00 tN • EI. . `:• . .a: • 0 .;•' NOTES: III1 "T" POST COL. B.PL. "L" POST COL. B.PL. 4 °. : • • , l, 1. CONTRACTOR SHALL FIELD VERIFY MINIMUM SIZE, SPACING, AND GUAGE OF EXISTING • 4ISTING (2) 3/8"0 ANCHOR BOLTS w/ 2-1/2" (1) 3/8"0 ANCHOR BOLT w/ 2-1/2" N. WALL STUDS. EMBEDMENT (SEE GENERAL NOTE #3) EMBEDMENT (SEE GENERAL NOTE #3) 0 2. MINIMUM STEEL WALL STUD SIZE = 362S125-30 (3-5/8"x1-1/4"x20 GA.). 3. MINIMUM WOOD WALL STUD SIZE = 2x4. CIL 0 WALL ATTACHMENT DETAIL BASE PLATE AND SLAB DETAILS '-1 (-9Cl)- 3 ANTI-TIP TRACK C47) (-5--) W5 w UJ H NOTE: NOTE: J O FIXED/MOBILE RETAIL SHELVES SHALL BE RESTOCKED BY HAND. DO NOT USE A SHELF CONFIGURATION(LENGTH,WIDTH, NUMBER OF SHELVES)VARIES PER UNIT: SCOPE OF WORK cn Liu J FORKLIFT OR OTHER MECHANIZED LOADER TO STOCK SHELVES. I W = -REF.SHELVING CUT SHEETS AND FIXTURE PLAN LTJ REGULARLY INSPECT SHELVING FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY -ALL SHELVING TO BE WIRE GRID SHELVING ANCHORAGE OF FIXED AND MOBILE RETAIL SHELVING UNITS. THESE DRAWINGS _ _ I V)UNLOAD THE AFFECTED AREA AND REPLACE OR REPAIR ANY DAMAGED COLUMNS, -BACK TO BACK UNITS,WHERE OCCURS,SHALL BE BOLTED TOGETHER WITH 1/4"0 CONTAIN ONLY THE PLANS AND DETAILS PERTAINING TO THE PROPER ANCHORAGE STRUCTURAL BOLTS AT 24"O.C.ALONG THE LENGTH OF THE POST. OF THE BACK-OF-HOUSE FIXED AND MOBILE SHELVING RACK SYSTEMS. REFERENCE •�_ �;� E ` 1 ° 0 ". , ,.t,., ,, . - ., LuW YQBEAMS,OR OTHER 5TRU ARCHITECTURAL PLANS FOR FULL EXTENT OF WORK. THESE SHELVING UNITS ARE1 [RN 1.1111 V D N ( �••� WNOT ACCESSIBLE TO THE GENERAL PUBLIC. I III i I I" / I — + I V ENSURE THAT SHELVING IS NOT MODIFIED OR RE-ARRANGED IN A MANNER NOT lip WITHIN THE ORIGINAL DESIGN CONFIGURATIONS I I ���f`--� r FILA I ;7_7'471 _ 1-11_ ' w < U 48"-60" 48"-60" 30" CC 48"-60' 48'-60' 15" 30" • 1,fe I I �/ . " 1 , 11 co 1 1 1 wo 1 1 1 1 f 1 _ 1 II NOTE: � Iv�� \ I �' 19'-2'tracksSPSF PER SHELF FOR 60"WIDE FOLD UNITS � i - _ — — --� � J�i L T' 1 ) 1 Ill C7 W O 0 111 YP ©p 8PSFPERSHELFFORALLOTHERUNITS °ItilkAlirrirr • ---- ---- - - ---- it Jy111c).) a I � �' '��o O O ET, O O a z �,0,0 TYP TYP U.N.O U.N.O I �( X )C k x W !L O to U.N.O U.N.O I� ' CA) � W �' w CA) al. zZ � Wo�� • z z zo0 00ZQ aOM _ — 5 _ 1 P ®�P �' G7 G) G) D O vm Lltil F- •• irlA oril 1 O Z Z0 1la o U.N.O U.N.O S 2 _ _--_ _ _ _ T. rL. = a W mo U.N.O U.N.O I �r — _ �� _ -_ _-__._ _ —J mI f I_I E7D I Da C7D 00 C70 00 0 S. *. Wf 5C = X = k X X ,_ gi ce _•ll II NOTES l SYMBOLS o z o z o z a ° o I ° 0 ° o ''_ 4G) v v v PROJECT#. 18-03-103 { vSTATIC UNIT o a o 0 0 0 0 DATE: 3-05-2018 r tris1 - ---_t --- -_ - - - - - • - - - t 2 y I! __ MANUAL MOBILE UNIT r I - �_ SHEET EA. POST © =�=�1• F-11 / � I�*Y - �. ;e:. .-s - �.. ,. i f , ii i " I I I I I: II II 11 II Il I WALL—SUPPORTED FREE—STANDING sH...1 FIXED SHELVING SIDE VIEWS MOBILE SHELVING SIDE VIEW PARTIAL FLOOR PLAN & SHELVING RACK LAYOUT 1141 a F. INSURANCE AND BONDS: L TEMPORARY FACILITIES AND CONTROLS: 8. CLEANING: " 1. CONTRACTOR AND SUBCONTRACTORS SHALL CARRY AND MAINTAIN INSURANCE COVERAGE FOR DIVISION 1 - GENERAL REQUIREMENTS 1. PROVIDE TEMPORARY FACILITIES AND CONTROLS AS NECESSARY TO COMPLY WITH SAFETY a. EACH SUBCONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM SECTION 1B - SUPPLEMENTARY CONDITIONS NO LESS THAN THE LIMITS INDICATED HEREIN. PROVIDE ADDITTONAL/HIGHER INSURANCE CRITERIA AS ESTABLISHED BY FEDERAL, STATE AND LOCAL AUTHORITIES, OSHA AND LANDLORD. ACCUMULATIONS OF WASTE MATERIAL AND RUBBISH CAUSED BY THEIR EMPLOYEES AND 0-) COVERAGE LIMITS THAT ARE REQUIRED PER LANDLORD CRITERIA IN EXCESS OF LIMITS LISTED a. ENSURE THE SAFETY OF CONSTRUCTION WORKERS, AND GENERAL PUBLIC. THEIR WORK ON A DAILY BASIS. AT THE COMPLETION OF THEIR WORK, THEY SHALL , BRUCE M. `r • A. ARTICLES IN THIS SECTION ARE SUPPLEMENTARY IN NATURE TO THE PROVISIONS OF THE AIA HEREIN. 2. PROVIDE TEMPORARY ENCLOSURES, BARRICADES, FENCES, ETC. WITH ACCESS DOORS AS REMOVE THEIR RUBBISH, ALL THEiR TOOLS, SCAFFOLDING AND SURPLUS MATERIAL FROM ' -' C 2 A201-1997 - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. THIS AIA DOCUMENT 2. EACH SUBCONTRACTOR SHALL FURNISH TO CONTRACTOR, TWO (2) COPIES EACH OF REQUIRED BY LANDLORD TO SECURE THE WORKING AREA AND PROVIDE PUBLIC SAFETY. THE JOB SITE. a.. N SHALL BE INCORPORATED INTO THE CONTRACT DOCUMENTS AND SHALL BE BiNDiNG TO THE CERTIFICATES OF INSURANCE HEREIN REQUIRED FOR EACH COPY OF THE AGREEMENT WHICH " " CARI..Sesign 3. PROVIDE 12-0 HIGH DUSTPROOF SOLID BARRICADE, NO MORE THAN 3-0 FROM THE LEASE b. CONTRACTOR SHALL DISPOSE OF PACKAGING SHIPPING MATERIALS FROM CONTRACTOR N _ / architecture • planning • interior design CONTRACT AS IF WRITTEN HEREIN. SHALL SPECIFICALLY SET FORTH EVIDENCE OF ALL COVERAGE REQUIRED. LINE OR PER LANDLORD CRITERIA. CONSTRUCTION SHALL BE OF METAL STUDS AT 16 " ON AND TENANT SUPPUED ITEMS. OBSERVE AND FOLLOW LOCAL JURISDICTION AND I 1. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION 3. CONTRACTOR SHALL FURNISH CERTIFICATES OF SUCH INSURANCE TO OWNER WITHIN FIVE (5) CENTER WITH PAINTED 1/2" GYPSUM BOARD FINISHED IN ACCORDANCE WITH LANDLORD CRITERIA. LANDLORD RECYCLING AND WASTE MANAGEMENT REQUIREMENTS. . MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL DAYS OF SIGNING CONTRACT. THESE CERTIFICATES SHALL PROVIDE THAT COVERAGE AFFORDEDc. AT COMPLETION, CONTRACTOR SHALL EMPLOY A PROFESSIONAL CLEANING SERVICE TO i BRUCE M. CARLSON ARCHITECT, PLLC PROVIDE FLAT ROOF OF SAME CONSTRUC110N, REFER TO LANDLORD'S DESIGN CRITERIA FOR 1 800 WASHINGTON AVE. N., SUITE 208 1 PORTIONS OF NE WORK UNDER THE CONTRACT, UNLESS CONTRACT DOCUMENTS GIVE OTHER UNDR THE POLICIES WILL NOT BE CANCELED UNTIL TEN (10) DAYS PRIOR WRITTEN NOTICE CLEAN THE ENTIRE CONSTRUCTION AREA. ALL SURFACES SHALL BE CLEANED OF PAINT, ADDITIONAL REQUIREMENTS. OBTAIN LANDLORD APPROVAL FOR SIGNAGE ON THE BARRICADE. SPECIFIC INSTRUCTIONS CONCERNING THESE MATTERS. HAS BEEN GIVEN TO THE OWNER. 4. PROVIDE TEMPORARY UTILITIES AND MAKE SAME AVAILABLE TO SUBCONTRACTORS. COORDINATE PLASTER, MORTAR AND OTHER STAINS AND EXCESS MATERIALS. CARE SHALL BE TAKEN 1 MINNEAPOLIS, MN 55401-1330 o -� 2. UNLESS OTHERWISE DEFINED BY OWNER, SUBMIT BIDS ON CONTRACTOR'S PREFERRED FORM. 4. THE CONTRACTOR SHALL FURNISH TO THE OWNER COPIES OF ENDORSEMENTS THAT ARE THE LOCATION OF ALL ACTIVE LANDLORD UTILITY LINES SERVING THE PROJECT AND TAKE THAT NO SURFACES BE MARRED OR SCRATCHED IN CLEANING. FINAL CLEANING SHALL BEI PHONE: (612) 547-1300 CD ; SUBSEQUENTLY ISSUED AMENDING COVERAGE OR LiMITS. NECESSARY STEPS TO PROTECT THEM AND COMPLY WITH THE REQUIREMENTS OF THE UTILITY INSPECTED AND APPROVED BY THE OWNER WITH EACH SUBCONTRACTOR RESPONSIBLE TO 1FAX: (612) 547-1301 B. SCOPE OF WORK: 5. LIMITS: COMPANIES. INDIVIDUAL SUBCONTRACTORS ARE RESPONSIBLE FOR CONNECTIONS TO UTiUTY UNE PUT THEIR OWN WORK IN A CLEAN CONDITION. 3. 3 °� I. 1. THESE DRAWINGS AND SPECIFICATIONS DESCRIBE THE ARCHITECTURAL AND ENGINEERING a. WORKMEN'S COMPENSATION INSURANCE IN FULL COMPLIANCE WITH THE LAWS OF THE LOCATIONS, TAPS AND REMOVAL OF TEMPORARY SERVICES WHEN NO LONGER NECESSARY. d. FINAL CLEANING SHALL BE PERFORMED NO MORE THAN ONE DAY PRIOR TO MERCHANDISE 1 E REQUIREMENTS FOR THE CONSTRUCTION OF THE PROJECT INDICATED ON THE TITLE BLOCK ON STATE OR STATES IN WHiCH WORK UNDER THIS CONTRACT IS PERFORMED TO INCLUDE 5. CONTRACTOR IS RESPONSIBLE FOR PAYMENT OF TEMPORARY CONSTRUCTION UTILITY CHARGES. ARRIVAL. IF STORE CLEANLINESS IS UNSATISFACTORY, OWNER RESERVES THE RIGHT TO 4 CONTACT: CORY B I LLi G THE SHEET, UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PERFORM THE WORK EMPLOYER'S LIABILITY WITH MiNiMUM LIMITS OF $100,000. 6. PROVIDE JOBSITE TELEPHONE AND FAX CAPABLE OF RECEIVING INCOMING CALLS FOR THE EMPLOY CLEANING SERVICE AND DEDUCT COST PLUS 10 PERCENT FROM THE CONTRACT. cb111ig@cmarch.cam DESCRIBED BY THESE DOCUMENTS. b. COMPREHENSIVE GENERAL LIABILITY: DURATION OF CONSTRUCTION. PROVIDE TELEPHONE AND FAX NUMBERS TO OWNER. e. CONTRACTOR IS RESPONSIBLE FOR CLEANUP OF ALL TRADES. -; 12111=1111=1 1 L. a. THE WORK IS A RENOVATION TO EXISTING CONSTRUCTION. THEREFORE, IT IS ABSOLUTELY I. BODILY INJURY, INCLUDING DEATH: $500,000 MINIMUM. 7. PROVIDE GENERAL HAULING & TRASH DISPOSAL FROM THE SITE. PROVIDE GENERAL CLEANUP OF I ESSENTIAL THAT THE CONTRACTOR VISIT THE SITE TO DETERMINE THE EXTENT OF THE 9. CLOSE OUT: 3 ii. PROPERTY DAMAGE: $300,000 MINIMUM. THE PROJECT, BUILDING AREA AND THE REMOVAL OF TRASH AND DEBRIS FROM THE WORK EXISTING WORK TO REMAIN, THE EXTENT OF THE EXISTING WORK TO BE REMOVED AND c. COMPREHENSIVE AUTOMOBILE LIABILITY: AREAS. a. CLOSE OUT REQUIREMENTS RELATE TO BOTH FINAL COMPLETION OF THE ACTUAL 1 THE EXTENT OF THE EXISTING WORK TO BE COORDINATED. 8. PROVIDE AND MAINTAIN ADEQUATE ENVIRONMENTAL CONDITIONS TO FACILITATE PROGRESS OF PHYSICAL WORK AND SUBSTANTIAL COMPLETION OF THE WORK. COMPLY WITH THE 3 i. BODILY INJURY, INCLUDING DEATH: $300,000 MINIMUM. THE WORK. MEET SPECIFIED MINIMUM CONDITIONS AND PROTECT MATERIALS FROM DAMAGE = 2. IT IS THE INTENT OF THIS CONTRACT THAT A JOB, COMPLETE IN EVERY RESPECT SHALL BEGENERAL CONDITIONS AND COMPLETE THE FOLLOWING BEFORE REQUESTING INSPECTION 1 PROVIDED TO THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FULL AND ii. PROPERTY DAMAGE: $100,000 MINIMUM. 9, PROVIDE TEMPORARY PROLECTIVE COVERING OF EQUIPMENT, MERCHANDISE, FINISHES, FLOOR€NG, OF THE WORK OR DESIGNATED PORTION THEREOF FOR SUBSTANTIAL COMPLETION. COMPLETE EXECUTION OF THE PROJECT AND SHALL INCLUDE ALL LABOR, MATERIALS, 1. CERTIFICATE OF INSURANCE MUST BE MADE OUT TO THE OWNER. I. SUBMIT INSTRUCTION HANDBOOKS & PAPERWORK, INCLUDING PACKING SLIPS & BILLS I 2. BONDS: ETC DURING CONSTRUCTION, TO PREVENT DAMAGE. 1 EQUIPMENT AND INCIDENTALS NECESSARY TO COMPLETE THE WORK, WHETHER SPECIFIED OROF LADING, FOR CONTRACTOR AND OWNER FURNISHED MATERIALS AND EQUIPMENT, NOT, TO COMPLY WITH THE FULL INTENT OF THESE DOCUMENTS. a. PROVIDE A BID BOND FOR 5 PERCENT OF THE CONTRACT PRICE. M. PRODUCT REQUIREMENTS INA MARKED ENVELOPE. 3. CONTRACTOR AND SUBCONTRACTORS SHALL INSTRUCT ALL PERSONS, PREPARING BIDS ON b. PROVIDE A LABOR AND MATERIAL PAYMENT BOND FOR 100 PERCENT OF THE CONTRACT 1. ORDERING OF MATERIALS: ii. SUBMIT EXECUTED WARRANTIES, WORKMANSHIP BONDS, MAINTENANCE AGREEMENTS, WORK, THAT THE GENERAL CONDITIONS AND SUPPLEMENTARY CONDITIONS APPLY TO EACH PRICE. a. CONTRACTOR IS ADVISED, DUE TO THE ACCELERATED CONSTRUCTION SCHEDULE, TO INSPECTION CERTIFICATION AND SiMILAR REQUIRED DOCUMENTATION FOR SPECIFIC SPECIFICATION. THE MENTION, HEREIN, OF MATERIALS ARTICLES, OPERATIONS AND METHODS ORDER BUILDING MATERIALS, FIXTURES AND FINISH MATERIALS AS SOON AS POSSIBLE. UNITS OR WORK, ENABLING OWNER'S UNRESTRICTED OCCUPANCY AND USE. APPLICABLE TO THE CONTRACT WORK REQUIRES THAT THE CONTRACTOR PROVIDE EACH ITEM G. PERMITS, FEES AND TAXES: iii. SUBMIT RECORD DOCUMENTATION INCLUDING ONE SET OF AS-BUILT RECORD j MENTIONED OR INDICATED, OF QUALITY OR SUBJECT TO QUALIFICATIONS NOTED, PERFORM 1. CONTRACTOR SHALL OBTAIN AND PAY FOR BUILDING PERMIT AND ALL ADDITIONAL PERMITS UNLESS CONTRACTOR NOTIFIES OWNER IN WRITING WITHIN TEN (10) DAYS OF CONTRACT ( ACCORDING TO THE CONDITIONS STATED FOR EACH OPERATION PRESCRIBED. AND FEES. DATE OF DELAYS, CONTRACTOR ASSUMES THE RESPONSIBIUTY FOR THE TiMELY CONSTRUCTION DOCUMENTS). FINALIZE CHANGES ON CONSTRUCTION DOCUMENTS I 4. CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF 2. EACH SUBCONTRACTOR RESPONSIBLE FOR PLUMBING, ELECTRICAL, MECHANICAL & FIRE DELIVERIES OF COMPONENTS REQUIRED TO CONSTRUCT THE PROJECT (REGARDLESS OF AND MARK ALL APPROVED LANDLORD, BUILDING DEPARTMENT, FIRE MARSHAL AND 1 ENGINEERING AND CONSTRUCTION OF THEIR RESPECTIVE TRADE AND COORDINATION WITH THE SPRINKLERS SHALL OBTAIN AND PAY FOR RESPECTIVE PERMITS AND SHALL PAY CHARGES SUPPLIER OR SOURCES, DOMESTIC OR NOT) WITHIN THE TIME ALLOTTED AS SPECIFIED IN OWNER CHANGES ON THE DOCUMENTS USING A CLOUD PROCEDURE THAT CLEARLY 3 ARCHITECT. ASSOCIATED WITH CONNECTIONS TO UTILITIES, CERTIFICATES, INSPECTIONS, ETC AS REQUIRED THE CONTRACT. DISTINGUISHES THE CHANGES FROM THE ORIGINAL WORK. FORWARD RECORD 5. BUILDING CODES & REGULATIONS: COMPLY WITH APPUCABLE RUUNGS, ORDINANCES, CODES BY MUNICIPAL, STATE AND OTHER LEGALLY CONSTITUTED AUTHORITIES BEFORE COMMENCING 2. RECEIVING OF MATERIALS: DOCUMENTS TO BOTH THE ARCHITECT AND OWNER. AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION OVER THIS PROPERTY AND WORK AND SHALL BE RESPONSIBLE FOR REVISIONS THAT MAY BE REQUIRED BY SAiD a. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING AND VERIFYING SHIPMENTS OF OWNER iv. SUBMIT MAINTENANCE MANUALS, TOOLS, SPARE PARTS, KEYS AND SIMILAR ITEMS. 1 INDEMNIFY OWNER FROM DAMAGES. AUTHORITIES. SUPPLIED MATERIALS. THIS INCLUDES VERIFYING PACKING LISTS AGAINST ORDER FORMS v. SUBMIT COPY OF FINAL CERTIFICATE OF OCCUPANCY TO OWNER. PROVIDE ORIGINAL a. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR SHALL ARRANGE A MEETING AT 3. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR PERMITS AND FEES ASSOCIATED AND BILLS OF LADING, NOTING ANY DAMAGE OR SHORTAGES. CONTRACTOR IS CERTIFICATE OF OCCUPANCY TO STORE MANAGER. 1 I THE SITE WIN THE BUILDING OFFICIAL, FIRE MARSHAL AND APPROPRIATE OTHER WITH SANITARY AND STORM SEWER. RESPONSIBLE FOR FILING DAMAGE CLAIMS AND MUST MAINTAIN PACKING MATERIALS FOR vi. COMPLETE INSTRUCTION OF OWNER'S OPERATING PERSONNEL AND START-UP OF AUTHORITIES TO REVIEW THE NUMBER AND LOCATION OF FIRE SPRINKLER HEADS, FIRE 4. WHENEVER THE LAW OF THE PLACE OF BUILDING REQUIRES A SALES, CONSUMER USE OR SHIPMENT OF DAMAGED ITEMS. IF THIS IS NOT DONE WITHIN 24 HOURS, CONTRACTOR SYSTEMS. 3 OTHER SIMILAR TAX, THE CONTRACTOR AND SUBCONTRACTORS SHALL PAY SUCH TAXES AS SHALL BEAR ALL COSTS TO MEET CONSTRUCTION SCHEDULE. vii. COMPLETE FINAL CLEANING AND REMOVE TEMPORARY FACIUTiES TOOLS AND : EXTINGUISHERS, EXIT LIGHTS, EMERGENCY LIGHTS AND BACKUP POWER AND FiRE RATED PERTAINS TO THEIRESPECTIVE PORTION OF THE WORK AND HAVE SUCH TAXES INCLUDED IN b. COORDINATE UNPACKING OF TENANT SUPPLIED FIXTURES WITH TENANT. CONTROLS. _ J CONSTRUCTION. CONTRACTOR SHALL MAKE ADDITIONS AND MODIFICATIONS TO THESE THEIR BID. 3. STORAGE OF MATERIALS: SEAL: SYSTEMS AS REQUIRED. SUCH ADDITIONS AND MODIFICATIONS SHALL BE PART OF THE a. CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR SAFETY FROM LOSS, DIVISION 2 - SITE WORK I ORIGINAL CONSTRUCTION OBTAIN NOST. H. PRICE AND PAYMENT PROCEDURES: DAMAGE AND THEFT OF MATERIALS DELIVERED PERTAINING TO PARTICULAR WORK UNTIL 02060 BUILDING DEMOLITION b. CONTRACTOR SHALL OBTAIN INTERIM AND FINAL INSPECTIONS AND ALL REQUIRED 1. APPLICATION FOR PAYMENT: SUBCONTRACTORS SHALL SUBMIT TO THE CONTRACTOR AN THE FINAL PROJECT IS ACCEPTED. PART 1 - GENERAL 1 APPROVALS FROM GOVERNING AGENCIES HAVING JURISDICTION, PRIOR TO RECEIVING APPLICATION FOR EACH PAYMENT ON OR ABOUT THE FIRST DAY OF EACH MONTH. THE i. ABOVE STATED STORAGE OF MATERIALS INCLUDES TENANT SUPPLIED MATERIALS, I FINAL PAYMENT. A. SELECTIVE DEMOLITION I c. OBTAIN INSPECTION AND APPROVAL FROM GOVERNING AUTHORITIES HAVING JURISDICTION, CONTRACTOR SHALL ASSEMBLE PAYMENT APPLICATIONS, SUBMIT iT TO OWNER WITH FIXTURES AND EQUIPMENT. 1 I FOR ITEMS THAT WILL BE CONCEALED IN THE FINISHED WORK, PRIOR TO COVERING SAID CERTIFICATE OF PARTIAL PAYMENT. SUBCONTRACTORS SHALL SUBMIT PAID BILLS AND LIEN b. CONTRACTOR AND SUBCONTRACTORS SHALL NOT CAUSE OR ALLOW ANY PART OF 1. THIS SECTION IS INCLUDED FOR GENERAL REFERENCE OF WORK TO BE REMOVED BY THE 3 ITEMS. WAIVERS FOR LABOR AND MATERIAL INCLUDED IN THE JOB TO THAT DATE. IF LIEN WAIVERS STRUCTURE TO BE LOADED DURING CONSTRUCTION WIN A WEIGHT GREATER THAN IT IS CONTRACTOR. 6. ALL WORK, WHETHER PERFORMED BY CONTRACTOR, LANDLORD OR TENANT, SHALL CONFORM ARE NOT AVAILABLE AT THE TiME PAYMENT IS LIQUIDATED PAYMENT WILL BE WITHHELD UNTiL CALCULATED TO BEAR. THIS REFERS ESPECIALLY TO CONCENTRATED PLACING OF 2. CONSULT DEMOLITION PLANS INCLUDED WITH PROJECT DOCUMENTS FOR ADDITIONAL NOTES AND e TO THE DESIGN CRITERIA SUPPUED BY THE LANDLORD. THE CONTRACTOR IS RESPONSIBLE SUCH WAIVERS ARE SUBMITTED. SUBMIT APPLICATIONS FOR PAYMENT INDICATING FULL VALUE MATERIALS ON ROOF OF BUILDINGS. SiTE SPECIFIC ITEMS. j A �,V) Y OF WORK WITH PAYMENTS EQUAL TO 90 PERCENT OF THE CERTIFIED VALUE. c. CAREFULLY REMOVE AND STORE ALL MATERIALS THAT ARE REUSED OR SALVAGED BY THE 3. DEMOLITION INCLUDES REMOVAL OF THE EXISTING INTERIORS, IF REQUIRED, BUT NOT LIMITED TO i . FOR CONTACTING THE LANDLORD'S REPRESENTATIVE, DURING BIDDING, TO OBTAIN A COPY OF INTERIOR PARTITIONS CABINETS SUSPENDED CEILING TILE, ELECTRICAL, MECHANICAL, ETC., j +� THE LANDLORD CRITERIA AND TO INCLUDE ASSOCIATED COSTS IN THE BID TO THE OWNER. 2. LIENS: NEITHER THE FINAL PAYMENT NOR ANY PART OF THE RETAINED PERCENTAGE SHALL CONTRACTOR. �r BECOME DUE UNTiL THE CONTRACTOR DELIVERS TO THE OWNER A COMPLETE RELEASE OF d. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR STORAGE OF ITS OWN MATERIALS AS REQUIRED, AS SHOWN OR AS DIRECTED. '`` C. DEFINITIONS: LIENS ARISING OUT OF THIS CONTRACT, OR RECEIPTS IN FULL IN LIEU THEREOF, AND IN EITHER AND TOOLS. 4. LEGALLY DISPOSE OF DEMOLISHED ITEMS IN COORDINATION AND COMPLIANCE WITH LANDLORD �CER. C ►�LSQ t"� 1, "LANDLORD" REFERS TO THE ENTITY INDICATED ON THE TITLE SHEET OF THESE DOCUMENTS AS CASE, AN AFFIDAVIT THAT SO FAR AS THEY HAVE KNOWLEDGE OR INFORMATION, THE RELEASE PROCEDURES AND REGULATIONS. OBSERVE AND FOLLOW RECYCLING AND WASTE 1 0 AND RECEIPTS TO INCLUDE ALL LABOR AND MATERIAL FOR WHICH A LIEN COULD BE FILED. 4. "OR EQUAL" CLAUSE/SUBSTITUTIONS: MANAGEMENT REQUIREMENTS, : o 03 THE LANDLORD. TENANT COORDINATOR/LANDLORD CONTACT IS IDENTIFIED ON THE TITLE » 5. CLEAN, SERVICE, & PREPARE FOR PROPER RE-USE ITEMS INDICATED AS RELOCATED OR No. 3112 THE ABOVE REFERENCED WAIVERS AND AFFIDAVITS, FOR 100 PERCENT OF WORK, SHALL BE a. CERTAIN ITEMS ARE SPECIFIED BY PROPRIETARY NAMES. WHERE THE CLAUSE OR EQUAL � SHEET. SUBMI t IID NO MORE THAT 30 DAYS FOLLOWING CONSTRUCTION COMPLETION. REINSTAI I FD. � {� , 1 " " " » » IS USED IN NE CONNECTION W/ SUCH SPECIFICATIONS, THEY ARE TO BE USED IN 6. CLEAN, SERVICE, MINNEAPOLIS, iNNESOTA _ . 2. OWNER OR TENANT" REFERS TO THE CONTRACTED OWNER AS INDICATED ON THE TITLE 3. FINAL PAYMENT SHALL BE CONTINGENT ON THE COMPLETION OF THE CONTRACTORS PREPARE FOR PROPER CONTINUED RE-USE ITEMS INDICATED AS EXISTING t•,ti BLOCK OF THIS SHEET. THROUGHOUT THESE DOCUMENTS, THE TERMS OWNER AND TENANT RECOGNITION OF THE FACT THAT EQUALLY GOOD AND FUNCTIONALLY SIM€LAR ITEMS ARE " " " "PUNCH-UST" INCLUDING ANY INCOMPLETE ITEMS ADDED BY THE OWNER. FiNAL PAYMENT ON THE MARKET. SHOULD ANY CONTRACTOR DESIRE TO MAKE SUBSTITUTIONS UNDER TO REMAIN. N...) INTERCHANGEABLY. WILL NOT BE APPROVED UNTiL WORK IS PHYSICALLY COMPLETE AND CERTIFICATE OF THIS CLAUSE, THEY SHALL SUBMIT, IN WRITING, THEIR REQUEST FOR APPROVAL OF SUCH 7. COOPERATE & COORDINATE WiTH LANDLORD, THE TENANTS OF NE ADJACENT SPACES & THE i ^� CP 3. "CONTRACTOR" REFERS TO THE TENANT'S GENERAL CONTRACTOR AWARDED NE CONTRACT OCCUPANCY IS GRANTED. SUBSTITUTIONS TOGETHER WITH SUCH SPECIFICATIONS, DESCRIPTIVE UTERATURE & TENANT, N SCHEDULING WORK IN ORDER TO CAUSE THE LEAST INCONVENIENCE TO OF O� 3 = PERSONNEL AND PROPERTY. THIS INCLUDES EXCESSIVE NOISE, DUST AND FUMES. _ v FOR CONSTRUCTION. 4. EXTRA WORK: NO RECOGNITION OF EXTRA WORK, WHETHER CONSISTING OF LABOR, MATERIALS SAMPLES AS THE ARCHITECT OR OWNER MAY REQUIRE. ALL SUCH SUBSTITUTIONS ARE , U 1 4. "SUBCONTRACTOR" REFERS TO THOSE SUBCONTRACTORS OR ASSIGNMENTS WITH DIRECT OR EXPENSE WILL BE MADE UNLESS THE CONTRACTOR HAS PROCURED WRITTEN AUTHORITY SUBJECT TO REJECTION AT THE OWNER'S & ARCHITECT'S JUDGMENT. j w 3 CONTRACTUAL RELATIONSHIPS, UNDER THIS BID PACKAGE, TO THE CONTRACTOR. TO PROCEED WITH EXTRA WORK FROM THE OWNER WITH THE COST STATED IN FIGURES PART 2 - PREPARATION / EXECUTION • o_ _ b. SUBMISSION AND REVIEW OF REQUESTS FOR SUBSTITUTION WILL NOT BE ALLOWED TO 3 N = 5. "ARCHITECT" REFERS TO THE ARCHITECT-OF-RECORD AS INDICATED ON THE TiTLE BLOCK OF THEREIN. FAILURE TO OBTAIN FORMAL AUTHORIZATION PRIOR TO WORK WILL INVALIDATE AFFECT THE COMPLETION DATE OR FINISHED APPEARANCE OF THE WORK. f ER " ' SON, ARCHITECT rn THIS SHEET. CLAIMS FOR ADDITIONAL COMPENSATION. c. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL OF THE OWNER. A. REMOVE, REPAIR, RESTORE, AND REPLACE WHERE ANY SUCH WORK IS NECESSARY OR AS INDICATED ct i 6. "FURNISH" MEANS TO SUPPLY AND DELIVER TO PROJECT SITE, READY FOR INSTALLATION. ON THE DRAWINGS. CUT ALL NECESSARY OPENINGS, AND PATCH/REPAIR/SEAL SAME TO DEGREE 3 CNI 1. 7. "INSTALL" MEANS TO PLACE IN POSITION FOR USE OR SERVICE. I. CORRECTION OF WORK AFTER FINAL PAYMENT AND WARRANTY: N. EXECUTION REQUIREMENTS: NECESSARY TO SATISFY ALL REQUIREMENTS. INSOFAR AS POSSIBLE, ALL PROTRUSIONS, MARKS, 1 1 ° ' 8. "PROVIDE" MEANS TO FURNISH AND INSTALL, COMPLETE AND READY FOR INTENDED USE. 1. NEITHER THE FINAL CERTIFICATE FOR PAYMENT NOR ANY PROVISIONS IN THE CONTRACT 1. FIELD CONDITIONS: PRIOR TO CONSTRUCTION, VERIFY FIELD CONDITIONS AND DIMENSIONS IN CRACKS OR OTHER EVIDENCE OF A DEFICIENT OR DAMAGED CONDITION SHALL BE ELIMINATED, SIGN• RE DOCUMENTS SHALL RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR FAULTY MATERIALS OR UN-LESS SPECIFICALLY NOTED OTHERWISE. ANY PARTS WHICH ARE SPLIT, CRACKED, CHIPPED, THE DRAWINGS. ALERT THE ARCHITECT AND OWNER REGARDING VARIATIONS FROM THE 4.6.18 ix , WORKMANSHIP. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL REMEDY DEFECTS DUE CONDITIONS REPRESENTED ON THE CONSTRUCTION DOCUMENTS AND OBTAIN SPALLED, BROKEN, MISSING, OR OUT OF LINE OR ADJUSTMENT, MECHANICALLY OR STRUCTURALLY D. CONTRACT DOCUMENTS: UNSAFE OR UNSOUND, BENT, TORN OR OTHERWISE DEFICIENT OR DAMAGED IN ANY MANNER, SHALL 3 DATE ISSUED 5 - 1. THE BASiS OF THE CONTRACT SHALL BE AIA A101 - STANDARD FORM OF AGREEMENT THERETO AND SHALL PAY FOR DAMAGE TO OTHER WORK RESULTING THEREFROM, THAT MAY DIRECTION/CLARIFICATION BEFORE PROCEEDING WITH THE RELATED WORK. o = APPEAR WITHIN A PERIOD OF ONE YEAR FROM THE DATE OF OWNER'S APPROVAL OF THE BE REMOVED, REPLACED, RESTORED OR REPAIRED. NOTIFY LANDLORD'S REPRESENTATIVE, 3112 BETWEEN OWNER AND CONTRACTOR BASED ON A STIPULATED SUM. 2. CONTRACTOR SHALL AVOID CONFLICT OR INTERFERENCE WITH NORMAL BUILDING OPERATIONS 00 FINAL CERTIFICATE OF PAYMENT. ARCHITECT, AND TENANT IMMEDIATELY OF ANY STRUCTURAL OR SAFETY DEFECTS, NOTIFY TENANT I REG. NO. o 2. OWNER RESERVES THE RIGHT TO UTILIZE A DIFFERENT FORM OF AGREEMENT THAT IS BY COMPLYING WITH BUILDING/FACILITIES RULES AND REGULATIONS REGARDING SCHEDULING 0 :03 1 MUTUALLY ACCEPTABLE TO OWNER AND CONTRACTOR. a. COMPLETELY CLEAN, SERVICE (LUBRICATE AND REPLACE BELTS, FILTERS, ETC.) AND CHECK AND USE OF ELEVATORS AND LOADING DOCKS FOR DEUVERIES, HANDLING OF MATERIALS, IF THE DEFECT(S) ARE LIMITED TO COSMETIC FINISHES. b,-- - __ _ __ _ _ 3. THE DRAWINGS AND SPECIFICATIONS ARE TOGETHER INTENDED TO GIVE A COMPLETE FOR PROPER OPERATION OF EQUIPMENT STATED AS REUSED AND GUARANTEE THESE EQUIPMENT AND DEBRIS. CONTRACTOR IS RESPONSIBLE TO UNDERSTAND SUCH RULES AND • NDESCRIPTION OF THE FORM, QUALITY, KIND OF FABRICATION, CONSTRUCTION, INSTALLATION COMPONENTS FOR ONE YEAR. REGULATIONS. B. EXERCISE EXTREME CARE DURING DEMOLITION SO AS NOT TO DAMAGE OR DISRUPT ANY UTILITY OR I ar AND FULL COMPLETION OF THE PROJECT, READY FOR OCCUPANCY. WORK SHOWN ON THE 2. ALL WARRANTIES OR GUARANTEES FOR MATERIALS AND WORKMANSHIP ON OR WITH RESPECT 3. THE CONTRACTOR AGREES THAT ALL WORK SHALL BE PERFORMED IN A MANNER THAT WILL SPRINKLER LINES WHICH MIGHT PASS THROUGH THIS SPACE TO SERVICE OTHER SPACES OR 3 L. DRAWING, BUT NOT SPECIFIED AND WORK SPECIFIED, BUT NOT SHOWN ON THE DRAWINGS TO TENANT'S WORK SHALL BE CONTAINED IN THE CONTRACT OR SUBCONTRACT WHICH SHALL NOT CREATE ANY WORK STOPPAGE, PICKETING, LABOR DISRUPTION OR DISPUTE OR VIOLATE TENANTSAND A CONTRACTOR DUE TO WILL BEAR SOLE RESPONSIBILITY OF ANY SUCH DISRUPTION OR DAMAGE LUCKY BRAND o SHALL BE INCLUDED IN THE CONTRACT, THE SAME AS IF BOTH SHOWN AND SPECIFIED. BE SO WRITTEN THAT SUCH GUARANTEES OR WARRANTIES SHALL INURE TO THE BENEFIT OF LANDLORD'S LABOR CONTRACTS AFFECTING THE BUILDING OR INTERFERE WITH THE BUSINESS I L. 4. SUBMISSION OF' A BID WILL BE AN ACKNOWLEDGMENT BY THE BIDDER THAT THEY HAVE FULLY BOTH LANDLORD AND TENANT, AS THEIR RESPECTIVE INTEREST APPEAR AND CAN BE OF NE LANDLORD. IN THE EVENT OF THE OCCURRENCE OF ANY OF THE ABOVE, RESULTING C. CAP ABANDONED ELECTRICAL AND TELEPHONE CONDUIT, PLUMBING LINES, DRAIN ONES, AND c _ INFORMED THEMSELVES AS TO THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS DIRECTLY ENFORCED BY EITHER. FROM ACTIONS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY SUBTENANT MECHANICAL ITEMS AT SOURCE AND REMOVED INA MANNER TO MEET LANDLORD AND CODE i'; WASHINGTON SQUARE - AND THAT THEY WiLL NOT SEEK TO EVADE RESPONSIBILITY FOR OMISSIONS BY MAKING CLAIM 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR, WITHOUT ADDITIONAL OR ON CONCESSIONAIRE, OR THEIR RESPECTIVE EMPLOYEES, CONTRACTORS OR REQUIREMENTS, UNLESS DIRECTED OTHERWISE. MALL FOR AMBIGUITY OR CONFLICT OF THE PLANS AND SPECIFICATIONS. CHARGE, FOR ANY AND ALL WORK DONE OR FURNISHED WHICH HAS BECOME DEFECTIVE SUBCONTRACTORS, THE CONTRACTOR SHALL IMMEDIATELY, UPON NOTICE FROM LANDLORD, 3 3 = 5. COORDINATE WORK INDICATED ON THE ARCHITECTURAL, MECHANICAL PLUMBING, ELECTRICAL, WITHIN THE ONE-YEAR PERIOD. THE CORRECTION OF SUCH WORK SHALL INCLUDE, WITHOUT CEASE THE CONDUCT GIVING RISE TO SUCH CONDITION. THIS CLAUSE MUST BE PART OF D. CONTRACTOR RESPONSIBIUTiES 3 .. AND FIRE PROTECTION DRAWINGS. ADDITIONAL CHARGE, ALL EXPENSES AND DAMAGES IN CONNECTION WITH SUCH REMOVAL GENERAL CONTRACTOR/SUBCONTRACTOR AGREEMENTS AND IF SUCH CLAUSE IS NOT 1. NOTIFY TENANT IMMEDIATELY OF ANY SEVERE DISCREPANCIES OR IRREGULARITIES DISCOVERED 3 v+ = 6. CONTRACTOR IS RESPONSIBLE FOR DISTRIBUTION OF CONSTRUCTION DOCUMENTS TO THE REPLACEMENT OR REPAIR OF ANY PART OF THE WORK WHICH MAY BE DAMAGED OR INCLUDED, IT WILL NOT RELIEVE THE CONTRACTOR OF THE REQUIREMENTS OR WORK STATED DURING DEMOLITION WHICH MIGHT AFFECT THE CURRENT STORE DESIGN. PAY SPECIAL c SUBCONTRACTORS AND FOR COORDINATION BETWEEN SUBCONTRACTORS BASED ON THIS SET DISTURBED THEREBY. HEREIN. ATTENTION TO CONCEALED ITEMS AND AVAILABLE HEIGHT FOR INTENDED CEILING ELEVATION, is 9716 SW o OF DOCUMENTS. NO EXTRA COMPENSATION WILL BE GIVEN TO A BIDDER OR SUPPLIER WHO 4. FOR UTIUTY SERVICES, APPLY FOR OR SWITCH NAMES FROM PRIOR TENANT (IF APPLICABLE) MECHANICAL DUCTWORK AND RECESSED LIGHTING. I WASHINGTON SQ ROAD o - HAS BID FROM AN INCOMPLETE SET OF CONSTRUCTION DOCUMENTS. J. ADMINISTRATIVE REQUIREMENTS:. FOR UTILITY METERS AND NOTIFY UTILITY COMPANIES OF THE REQUIRED NAME, ADDRESS / -. 7. BRING TO THE ATTENTION OF THE ARCHITECT, IMMEDIATELY, DISCREPANCIES BETWEEN THE 1. SCHEDULE FOR COMPLETION: WORK ON THE PROJECT SHALL BE CARRIED FORWARD WITH DUE 1 DRAWINGS, DRAWINGS AND SPECIFICATIONS OR THE VARIOUS SPECIFICATION SECTIONS FOR A DILIGENCE AND WITHOUT INTERRUPTION, AS WEATHER CONDITIONS PERMIT AND AS GOOD AND PHONE NUMBERS OF THE OWNER FORA PERMANENTD OR NEW SERVICES. TIGARD, OR 97223 1- DECISION BY THE ARCHITECT OR RESPECTIVE ENGINEER FOR CLARIFICATION. AFTER BIDS ARE JUDGMENT DICTATES. COORDINATE TIME SCHEDULE WITH THE OWNER FOR OCCUPANCY DATE 5. PROVIDE REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE. DIVISION 3 - CONCRETE a SUBMITTED, NO CLAIMS OF DISCREPANCIES WILL BE CONSIDERED A VALID REASON FOR AN ANTICIPATED. 6. CONSTRUCTION EQUIPMENT: LIFTS, CARTS, EQUIPMENT, BOXES AND SIMILAR ITEMS SHALL BE 03505 SELF LIEVEUNG TOPPING EQUIPPED WITI-i RUBBER WHEELS. PART 1 - GENERAL 3 v EXTRA CHARGE OR CHANGES TO THE WORK. WHERE A DISCREPANCY IS ENCOUNTERED, 2. CONTRACTOR SHALL COORDINATE WITH LANDLORD FOR SCHEDUUNG OF CONSTRUCTION CE #F03 w 7. CUTTING, PATCHING AND REPAIRING: I AC N 3 CLARIFICATION AND DECISION SHALL BE AT THE ARCHITECTS SOLE DISCRETION AND OPERATIONS THAT CREATE EXCESSIVE NOISE OR OTHER DISTURBANCE TO OTHER TENANT OR a. SUBCONTRACTORS SHALL LEAVE REQUIRED CHASE, OPENINGS, ETC. IN THEIR WORK TO A. COMPLY W/ MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION & INSTALLATION OF i SUBMISSION OF A BID SHALL CONSTITUTE ACCEPTANCE OF THAT DECISION REGARDLESS OF LANDLORD OPERATIONS. 3. RECORD DRAWINGS: ACCOMMODATE THE WORK OF OTHER TRADES. OTHER TRADES SHALL PROVIDE DEFINED MATERIALS. COST. SIZES AND LOCATIONS FOR SUCH REQUIREMENTS IN AMPLE TIME NOT TO INTERFERE WITH 1 o ; 8. COORDINATE WORK OF THIS CONTRACT WITH BUILDING SHELL ELEMENTS. IMMEDIATELY NOTIFY a. MAINTAIN A COPY OF THE LATEST SET & LANDLORD APPROVED SET OF CONSTRUCTION I OWNER OF SIGNIFICANT DISCREPANCIES AND CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS DOCUMENTS ON SITE THROUGHOUT CONSTRUCTION. DOCUMENTS SHALL BE STAPLED IN THE PROGRESS OF THE WORK. B. DO NOT INSTALL UNDERLAYMENT UNTIL FLOOR PENETRATIONS & PERIPHERAL WORK ARE COMPLETE. b. WHENEVER POSSIBLE, SAW CUTTING OF MATERIALS SHALL BE DONE OUTDOORS. OTHER 3 SPECIALTY DESIGN 1 AND LANDLORD BUILDING SHELL ELEMENTS. ONE NEAT SET AND ATTACHED TO A LOCATION ACCEPTABLE TO THE OWNER AND CUTTING REQUIRED SHALL BE DONE AT THE EXPENSE OF THE SUBCONTRACTOR C. CEMENTiTIOUS UNDERLAYMENT COMPOUND TO BE FREE FLOWING, SELF-LEVELING, PUMPABLE AND I rn ARCHITECT. REQUIRING THE SAME WHO SHALL OBTAIN THE APPROVAL OF THE CONTRACTOR FOR THE CEMENT-BASED FOR APPUCATIONS FROM ONE INCH THICK TO FEATHERED EDGES. E. COORDINATION: 4. SUBMITTALS: MODIFICATIONS. 1. ARDEX ENGINEERED CEMENTS, INC OR EQUAL. 1. LANDLORD COORDINATION: a. REFER TO "PRICE AND PAYMENT PROCEDURES" FOR SUBMITTALS RELATED TO PAYMENTS. c. IF CUTTING, CORING OR DRILLING OF CONCRETE SLABS IS REQUIRED, COORDINATE WITH 1 SHEET TITLE: z a. COMPLY W/ THE REQUIREMENTS OF LANDLORD OPERATION, WORKING TIME, BARRICADES & b. WITHIN TEN (10) WORKING DAYS OF CONTRACT AWARD, SUBMIT TO ARCHITECT AND LANDLORD BEFORE BEGINNING WORK. PART 2 - PREPARATION / EXECUTION ' ACCESS. OWNER'S LOCAL REPRESENTATIVE, A LIST OF ALL SUBCONTRACTORS AND SUPPLIERS d. FLOOR SLAB PENETRATIONS: FOR PLUMBING FIXTURES & DRAINS, PROVIDE WATERTIGHT SPECIFICATIONS 0 b. MEET WITH LANDLORD MANAGEMENT PRIOR TO STARTING WORK TO COORDINATE TIME AND INCLUDING NAME, CONTACT PERSONS, ADDRESS, PHONE AND FAX. SLEEVES EXTENDING A MINIMUM OF 6 INCHES ABOVE FINISHED FLOOR. A. PREPARATION: v` _ NOTIFICATIONS REQUIRED FOR UTILITY CHANGES OR WORK THAT MAY AFFECT LANDLORD c. CLOSEOUT SUBMITTALS: REFER TO "EXECUTION REQUIREMENTS". e. PATCH/INFILL ALL UNEVEN FLOOR CONDITIONS. FILL CRACKS, DEPRESSIONS, HOLES, VOIDS, 1. VERIFY THAT SUBSTRATE SURFACES ARE CLEAN, DRY, UNFROZEN, DO NOT CONTAIN c OPERATIONS OR OTHER TENANTS. 5. SHOP DRAWINGS: ETC. AND REMOVE ALL PROJECTIONS, ELECTRICAL CAPS, BUMPS, ETC. TO PROVIDE A PETROLEUM BI-PRODUCTS, OR OTHER COMPOUNDS DETRIMENTAL TO UNDERLAYMENT MATERIAL c i. COORDINATE, SCHEDULE AND MINIMIZE UTILITY INTERRUPTIONS. PROTECT & MAINTAIN a. SUBMIT THREE (3) COPIES OF ALL SHOP DRAWINGS TO THE CONTRACTOR WHO SHALL BE SMOOTH LEVEL FLOOR SUBSTRATE FOR NEW FINISHES. BRING MAJOR FLOOR BOND TO SUBSTRATE. c - EXISTING SERVICES AFFECTED BY THE PERFORMANCE OF' THE WORK. RESPONSIBLE FOR CHECKING AND COORDINATION OF THEM. PREPARATION ISSUES TO THE ATTENTION OF THE OWNER. 2. REMOVE SUBSTRATE SURFACE IRREGULARITIES. • 111=1111111111111111111011=1 o c. WHERE NECESSARY, WORK SHALL BE PERFORMED AT NIGHT AS DIRECTED BY LANDLORD b. THE CONTRACTOR SHALL FORWARD THREE (3) COPIES TO THE OWNER. AFTER OWNER f. DO NOT CUT OR ALTER ANY PORTION OF THE EXISTING STRUCTURE IN A WAY THAT IT 3. FILL VOIDS AND DECK JOINTS WITH FILLER. FINISH SMOOTH. c 3 TO AVOID CONFLICTS WITH LANDLORD UTIUTIES AND OPERATIONS. REVIEWS THEM FOR DESIGN CONFORMANCE PROVIDE CORRECTIONS AS INDICATED AND WEAKENS THE STRUCTURE OR ENDANGERS NE BUILDING, OCCUPANTS OR GENERAL 4. VACUUM CLEAN SURFACES. REVISIONS: 2 = d. LANDLORD'S DESIGNATED ROOFING CONTRACTOR SHALL PROVIDE ROOF WORK AT THE ISSUE FOUR (4) FINAL COPIES FOR JOB USE AND ONE COPY TO ARCHITECT. PUBLIC. 5. PRIME SUBSTRATE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ! 3 = TENANTS COST INCLUDED UNDER THIS PROJECT CONTRACT. c. SUBMITTALS SHALL CLEARLY STATE PROJECT TiTLE AND NUMBER, NAMES OF I. ANY ALTERATIONS, ADDITIONS, REINFORCEMENTS, DRILLING, WELDING, OR OTHER NO: DATE: BY: e. LANDLORD'S DESIGNATED SPRINKLER CONTRACTOR SHALL PROVIDE FiRE SPRINKLER WORK SUBCONTRACTOR, SUPPLIER AND MANUFACTURER, FIELD DIMENSIONS, RELATIONSHIP TO ATTACHMENT TO LANDLORD'S STRUCTURE TO ACCOMMODATE TENANTS WORK SHALL B. EXECUTION: 1 AT TENANT'S COST INCLUDED UNDER THiS PROJECT CONTRACT. ADJACENT MATERIALS, APPUCABLE STANDARDS AND IDENTIFICATION OF DEVIATIONS FROM NOT BE PERFORMED WITHOUT, IN EACH INSTANCE, CONTRACTOR OBTAINING 1. INSTALL UNDERLAYMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 3 I. THE SPRINKLER CONTRACTOR SHALL PROVIDE SPRINKLER SYSTEM DESIGN AND CONSTRUCTION DOCUMENTS. LANDLORD'S PRIOR WRITTEN APPROVAL CONTRACTOR SHALL LEAVE LANDLORD'S 2. FOLLOW MFR'S INSTRUCTIONS FOR CURING, FIELD TESTING AND PROTECTION OF FINISHED WORK. cd LAYOUT AND SUBMIT TO THE FIRE MARSHAL AND BUILDING OFFICIAL FOR d. SHOP DRAWINGS SHALL BE PREPARED ONLY WITH A FULL SET OF DRAWINGS AS STRUCTURE AS STRONG OR STRONGER THAN THE ORIGINAL DESIGN AND WITH cN1 I APPROVAL REFERENCE. FINISHES UNIMPAIRED. o = f. BEFORE PROCEEDING WITH THE WORK, SUBCONTRACTORS SHALL ASCERTAIN THAT IT WILL e. SHOP DRAWINGS SHALL BE ACCURATELY DETAILED, DRAWN TO SCALE, AND SHALL g. CUT OR ALTERED PARTS SHALL BE RESTORED AND REPAIRED TO THE SATISFACTION OF CO NOT INTERFERE WITH THE WORK OF OTHER SUBCONTRACTORS. WORK THAT DOES CONTAIN NOTATIONS AND OTHER INFORMATION NECESSARY TO FULLY DESCRIBE THE THE ARCHITECT OR OWNER USING THE SAME QUANTITIES AND QUALITY OF LABOR AND o INTERFERE SHALL NOT CUT OR OTHERWISE DAMAGE THE WORK OF OTHER CONTRACTORS INSTALLATION PROCEDURES AND WORK REQUIRED. MATERIALS QUAUTY STANDARDS SPECIFIED FOR THE WORK, ORIGINALLY. IN CASES 3 Z - AND SHALL BEAR THE COST OF DAMAGE DONE IN DISREGARD OF THIS REQUIREMENT. f. CONTRACTOR SHALL REVIEW OWNER/VENDOR FURNISHED SUBMITTALS FOR COORDINATION WHERE EXISTING MATERIALS ARE ALTERED OR DAMAGED, REPAIR TO LIKE NEW CONDITION 3 rx g. EACH SUBCONTRACTOR SHALL EXAMINE THE DRAWINGS AND SPECIFICATIONS RELATIVE TO PURPOSES. TO MATCH THE ORIGINAL CONSTRUCTION. m = THE WORK OF OTHER TRADES AND TO INFORM THEMSELVES OF THE EFFECT SAME MAY h. FIRE RATED CONSTRUCTION: PROVIDE CONSTRUCTION COMPONENTS REQUIRED TO MAINTAIN - >- HAVE ON THE WORK OF THEIR TRADE AND PROPERLY CORRELATE SAME, NAT A K. QUAUTY REQUIREMENTS: FIRE RATED CONSTRUCTION AT PENETRATIONS AND MODIFIED EXISTING ELEMENTS WITHIN . FINISHED JOB MAY RESULT. 1. WORKMANSHIP SHALL BE EXACT, PAINSTAKING, DURABLE AND GENERALLY OF THE HIGHEST THE WORK. PROJECT NO: 18028.001 D h. CONTRACTOR SHALL UTILIZE UNION LABOR IN REQUIRED PROJECT LOCATIONS. GRADE. MATERIALS, UNLESS PARTICULARLY SPECIFIED OTHERWISE, SHALL BE NEW, IN PERFECT I. WORK THAT IS DEFECTIVE IN CONSTRUCTION OR QUALITY, OR THAT IS DEFECTIVE 1 j 3. OWNER/VENDOR COORDINATION: CONTRACTOR SHALL COORDINATE AND SCHEDULE THE WORK CONDITION FOR USE. OF GOOD REPUTATION AND FREE FROM DEFECTS OR NATURE OF IN REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL NOT BE ACCEPTABLE, DESPITE 1 DRAWN BY: EBC v = OF SEPARATE OWNER/VENDOR FURNISHED COMPONENTS, ENSURING THE COORDINATION OF MANUFACTURE THAT WOULD IMPAIR THE STRENGTH, DURABILITY OR APPEARANCE iN FINISHED ARCHITECT'S OR OWNER'S FAILURE TO DETECT SAID DEFICIENCY. DEFECTIVE WORK ALL TRADES. WORK. REVEALED DURING THE WARRANTY PERIOD SHALL BE REPLACED BY WORK COMPLYING a. CONTRACTOR TO VERIFY REQUIREMENTS OF OWNER EQUIPMENT PRIOR TO THE START OF 2. PROVIDE TESTING DOCUMENTATION AS SPECIFIED IN INDIVIDUAL SPECIFICATION SECTIONS. WITH THE INTENT OF THE CONTRACT DOCUMENTS. NO PAYMENT, PARTIAL OR FINAL 1 CONSTRUCTION AND OBTAIN CATALOG CUT SHEETS OF EQUIPMENT FROM OWNER. SHALL BE CONSTRUED AS ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER MATERIALS. _ R 1 j. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL PREPARE A "PUNCHLIS-r OF 3 CORRECTIONS AND SHALL PROVIDE THE UST TO OWNER PRIOR TO FiNAL INSPECTION AND I 1, _h - - ---_ - COPYRIGHT BRUCE fl CARLSCXi ARCI ECT PLC 2018 _ - 19 parr _ _ - 03932 CONCRETE REPAIR DIVISION 6 - WOODS AND PLASTICS - - - - CN -4 PART 1 - GENERAL 06087 HIGH PRESSURE DECORATIVE LAMINATES - <g 07900 JOINT SEALERS / CAULKING ` d PART 1 - GENERAL PART 1GENERAL PART 2 - PREPARATION / EXECUTION I f j A. THE EXTENT OF CONCRETE REPAIR WORK INCLUDES REMAINING FLOOR AREAS AFTER DEMOLITION A. PROVIDE EXPANSION JOINT MATERIAL, SEALANTS AND JOINT BACKING FOR JOINTS BETWEEN A. VERIFY DIMENSIONS, TOLERANCES AND ATTACHMENTS AND SHIMS TO PERMIT SUFFICIENT ,' PROVIDING A LEVEL FLOOR THROUGHOUT TO RECEIVE FUTURE FINISHES, A. INSTALL HIGH PRESSURE DECORATIVE LAMINATES AS SPECIFIED IN FINISH SCHEDULE AND AS DISSIMILAR MATERIALS. ADJUSTMENTS TO ACCOMMODATE IRREGULARITIES. DETAILED IN DRAWINGS. _ F z3 BRUCE M. °° B. COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF ITEMS AND FINISHES BY 1. SILICONE SEALANTS (TYPE S): ASTM C920, SINGLE COMPONENT, NON-SAGGING, NON-STAINING, 3 `�-- �� CARLSON o PART 2 - PREPARATION EXECUTION NON-BLEEDING; FOR USE AS GENERAL CAULKING. COLOR TO MATCH ADJACENT SURFACES. B. INSTALL PER MANUFACTURERS RECOMMENDATIONS AND PROCEDURES. ��. -. _v., , OTHER TRADES, INCLUDING THOSE ITEMS AND FINISHES PROVIDED AND/OR INSTALLED BY TENANT. / MANUFACTURER BY GE SILICONES OR EQUAL architecture planning interior design to 2. JOINT BACKING: ROUND, OPEN CELL POLYETHYLENE FOAM ROD. C. ALL JOINTS BETWEEN FRAMING AND BUILDING STRUCTURE SHALL BE SEALED TO PROVIDE , �., ; C. FLOOR LEVELER CONCRETE (REFER TO SECTION 03503) TO BE INSTALLED AT LOW AREAS, HOLES A. FOLLOW MANUFACTURERS GUIDELINES AND RECOMMENDATIONS FOR ADHESIVE AND SUBSTRATE 3. FIRE CAULK: MANUFACTURED BY 3M OR EQUAL WATERTIGHT INSTALLATION. i AND DEPRESSIONS. PATCH CRACKS AND BROKEN CONCRETE WITH FLOOR PATCH TROWELED PREPARATION. BRUCE M. CARLSON ARCHITECT, PLLC 1 SMOOTH IN ACCORDANCE W/ MANUFACTURER'S INSTRUCTIONS AND LANDLORD SPECIFICATIONS. PART 2 - PREPARATION / EXECUTION D. INSTALL SEALANT AND BACKING MATERIALS AT PERIMETER OF FRAME. 1 800 WASHINGTON AVE. N., SUITE 208 B. SEE MILLWORK SECTION FOR TYPICAL NOTES AND REFERENCES. MINNEAPOLIS, MN 55401-1330 `0 PART 2 - PREPARATION / EXECUTION - A. REMOVE LOOSE MATERIALS AND FOREIGN MATTER WHICH MIGHT IMPAIR ADHESION OF SEALANT. 08710 DOOR HARDWARE PHONE: (612) 547-1300 0 PART 1 - GENERAL I FAX' 612 547-1301 o 1 A. CONCRETE REPAIR: PART 1- GENERAL B. CLEAN AND PRIME JOINTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. I FAX: ( ) 1. DO NOT PROCEED WITH WORK UNTIL VISITING THE SITE AND DETERMINING CONDITIONS TO A. FURNISH AND INSTALL FINISH HARDWARE FOR DOORS. CONTACT: CORY BILLIG A. PROVIDE WOOD FURRING, BLOCKING, GROUNDS AND IN-WALL BLOCKING FOR SUPPORT OF GRAB D DECIDE METHODS OF REPAIR. COORDINATE WITH OWNER. C. PROTECT ELEMENTS SURROUNDING THE WORK OF THIS SECTION FROM DAMAGE OR DISFIGURATION. g SEE DRAWINGS FOR SPECIFIC ITEMS MANUFACTURERS AND MODEL NUMBERS. ALL DOOR = cailliRYcmBrch cam 2. REMOVE AND DISPOSE OF EXISTING FLOOR FINISHES WHERE INDICATED ON DEMOLITION PLAN. BARS, FIXTURES, EQUIPMENT, CASEWORK, HARDWARE, TRIM AND SIMILAR WORK. 3 3. THOROUGHLY CLEAN FLOOR SLAB REMOVING CONDITIONS THAT WILL AFFECT BOND INCLUDING 1. BLOCKING AND GROUNDS AT STOREFRONT GLAZING, LOCATIONS AT WEATHER AREAS, AND IN D. INSTALL SEALANT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. HARDWARE W/ LEVER HANDLES TO BE SCHLAGE, RHODES, OR EQUAL. RESIDUE FROM REMOVAL OF ADHESIVES, UNDERLAYMENTS, STAINS, OILS, ETC. CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED. 4. REMOVE HIGH FLOOR LEVELS AND LOOSE CONCRETE. 2. USE NON-COMBUSTIBLE FIRE RETARDANT TREATED (F.R.T.) WOOD ELSEWHERE AS REQUIRED BY STATE & LOCAL CODES, INCLUDING ANY WOOD STUDS, BLOCKING, FURRING, PLYWOOD, TRIM, E. INSTALL JOINT BACKING. C. FOLLOW DHI (DOOR AND HARDWARE INSTITUTE) STANDARDS AND GUIDEUNES AND AM (AMERICAN 5. GRIND HIGH SPOTS. AND GROUNDS. NEW LUMBER TO BEAR GRADE & TREATMENT OF ASSOC. UNDER WHICH IT WOODWORK INSTITUTE) STANDARDS FOR HARDWARE INSTALLED ON WOOD DOORS. 6. ROUGHEN CONCRETE IN AREAS WHERE PATCHING IS REQUIRED, SUCH AS CRACKED, SPALLED, WAS PRODUCED. F. APPLY SEALANT WITHIN RECOMMENDED APPLICATION TEMPERATURE RANGES. CONSULT OR HOLES DUE. TO REMOVAL OF EXISTING WORK. MANUFACTURER WHEN SEALANT CANNOT BE APPLIED WITHIN THESE TEMPERATURE RANGES. D. FURNISH OWNER WITH MAINTENANCE DATA, MAINTENANCE PROCEDURES, MANUFACTURERS 4. 7. AT LOCATIONS OF CONSTRUCTION JOINTS IN EXISTING SLAB, CONTINUE JOINTS THROUGH NEW WARRANTIES AND SPECIAL TOOLS. I B. PERFORMANCE REQUIREMENTS: FLOOR IN LEVEUNG AREA. SAW CUT JOINT OR PLACE 1/16" WIDE METAL BAR IN THE JOINT 1. MOISTURE CONTENT: AFTER TREATMENT, THE MAXIMUM MOISTURE CONTENT OF WOOD G. INSTALL FIRE CAULK AT PENETRATIONS OF FIRE RATED PARTITIONS AND FLOORS, IN ACCORDANCE 1 LOCATION COINCIDING WITH EXISTING. WITH MANUFACTURERS INSTRUCTIONS AND UL DESIGNS. E. FINISHES: COMMERCIAL GRADE SATIN #626, UNLESS OTHERWISE NOTED ON PLANS AND 4 MATERIALS SHALL NOT EXCEED THE FOLLOWING: i 8. TRENCH ONLY AT SLAB ON GRADE. VERIFY AND GET APPROVAL OF TRENCH OR CORE SCHEDULES. I a. LUMBER, 2 INCHES AND LESS IN THICKNESS: 19 PERCENT. I LOCATIONS W/ THE LANDLORDS REPRESENTATIVE & STRUCTURE PRIOR TO COMPLETING ANY b. PLYWOOD: 15 PERCENT. DIVISION 8 - DOORS AND WINDOWS WORK. CORES TO BE SEALED WATERPROOF. SEE SECT. 07100 "DAMPPROOFING AND 2. FLAME SPREAD: FIRE RETARDANT TREATED MATERIALS TO HAVE FLAME SPREAD RATING OF 25 08100 METAL- FRAMES F. KEYING WATERPROOFING" FOR ADDITIONAL WATERPROOFING INFORMATION. OR LESS IN A 30 MINUTE TEST WITH NO EVIDENCE OF SIGNIFICANT PROGRESSIVE COMBUSTION, PART 1 - GENERAL 1. CONTRACTOR TO COORDINATE KEYING AND MASTER KEYING WITH OWNER. i 9. CLEAN AREAS REMOVING ALL WASTE MATERIAL, BROOM CLEAN. ASTM E 84, ADDITIONALLY, FLAME FRONT NOT TO PROGRESS MORE THAN 10 1/2 FEET 2. INSTALL CONSTRUCTION CORES DURING CONSTRUCTION AND REPLACE WITH PERMANENT AT END ; BEYOND CENTER LINE OF BURNER AT ANY TIME. A. INSTALL ALL FRAMES, HARDWARE & RELATED PARTS AND MATERIALS AS INDICATED ON DRAWINGS OF JOB PRIOR TO TURN-OVER. DIVISION 4 - MASONRY 3. SMOKE DEVELOPED: INTERIOR FINISH & TRIM MATERIALS, WHERE SPECIFIED, TO HAVE FIRE AND RESPONSIBILITY SCHEDULE. G. SEE SECTION 08400 ON ALUMINUM ENTRANCES, FOR HARDWARE SPECIFIC TO THOSE DOORS. I 04000 BASIC MASONRY MATERIALS AND METHODS RETARDANT TREATMENT CONFORMING TO ABOVE REQUIREMENTS FOR "FLAME SPREAD" PLUS • PROVIDE U.L. LABEL FRAMES PER APPLICABLE STATE AND PART 2 -- PREPARATION EXECUTION • PART 1 - GENERAL SMOKE DEVELOPED RATING OF 25 OR LESS, ASTM E 84. EACH PIECE OF WOOD SHALL BEAR B. LABELED FRAMES: WHERE REQUIRED, / THE UL LABEL INDICATING TREATMENT U.L RATING OF RF-3 . LOCAL BUILDING CODES. SUCH TO RECEIVE LABELS ATTACHED STATING RATINGS. 3 A. GROUT AND MORTAR TO MATCH MALL CONDITIONS AS REQUIRED. COORDINATE WITH LANDLORD FOR ( ) 1. DO NOT PAINT OR OBSCURE LABELS. A. COORDINATE THE WORK WITH OTHER DIRECTLY AFFECTED SECTIONS INVOLVING MANUFACTURE OR 4, CERTIFICATES: FURNISH AFFIDAVIT IF REQUIRED BY CODE OFFICIAL STATING THAT MATERIALS FABRICATION OF INTERNAL REINFORCEMENT FOR DOOR HARDWARE AND RECESSED ITEMS. SPECIFICATIONS. i HAVE BEEN TREATED IN ACCORDANCE W/ SPECIFICATIONS & THAT MOISTURE CONTENT, AFTER C. FABRICATE AND ERECT TRUE, PLUMB AND SQUARE AS SPECIFIED AND AS DETAILED AND PER 1 B. REINFORCEMENT, ANCHORS, FLASHINGS, & ACCESSORIES TO BE INSTALLED PER MANUFACTURER'S TREATMENT, DOES NOT EXCEED SPECIFIED LIMITS; INCLUDE CHEMICAL USED AND RETENTION MANUFACTURER'S RECOMMENDATIONS. B. VERIFY THAT DOORS & FRAMES ARE READY TO RECEIVE WORK AND DIMENSIONS ARE AS INDICATED. I REQUIREMENTS. OBTAINED FOR PRESSURE TREATED MATERIAL. INCLUDE THE "QUALITY MARK" OF ASSOCIATION 3 HAVING JURISDICTION OVER THE TREATMENT. D. METAL FRAMES FOR INSTALLATION AT DRYWALL AND METAL STUD PARTITIONS, CMU WALLS, ETC. C. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. I =1111111=1111=1111M C. MASONRY UNITS SIZE, COLOR, AND SPACING TO BE COORDINATED WITH ON-SITE CONDITIONS. 5. DELIVER TREATED MATERIALS BUNDLED AND MARKED TO IDENTIFY TREATMENT. 1. FRAMES - 2" FRONT FACE - TIMELY 'C' SERIES K/D 18 GA STL WITH CONTINUOUSLY WELDED ISEAL: 6. STORE TREATED MATERIALS FOR EASY IDENTIFICATION AND PROTECT FROM MOISTURE; PROVIDECORNERS AND EMBOSSED FOR 1 1/2 PR BUTTS. SURFACES TO BE PHOSPHATIZED & RECEIVE (1) D. USE TEMPLATES PROVIDED BY HARDWARE ITEM MANUFACTURER. WELL-VENTILATED DRY STORAGE. PART 2 - PREPARATION / EXECUTION COAT BAKED ON PRIMER READY TO RECEIVE PAINT. 7. HANDLE TREATED MATERIALS IN ACCORDANCE W/ AWPA STANDARDS. IN ADDITION TO a. PROVIDE 8 GA. REINFORCEMENT AT HINGES AND 14 GA. REINFORCEMENT AT LOCK AND E. ADJUST HARDWARE FOR SMOOTH AND PROPER OPERATION. MATERIAL USED IN TREATMENT, FURNISH ADDITIONAL MATERIAL FOR FIELD TREATMENT OFI A. VERIFY THAT FIELD CONDITIONS ARE ACCEPTABLE AND ARE READY TO RECEIVE MASONRY. CLOSERS. - CUTS. F. COORDINATE WORK WITH ELECTRICAL FOR ELECTRIC HARDWARE COMPONENTS. } 8. FIELD CUTS AND HOLES: FIELD-TREAT IN ACCORDANCE WITH AWPA M-4. b. INSTALL ADJUSTABLE JAMB ANCHOR 4" DOWN FROM HEAD & WELDED-IN BASE ANCHOR_ B. PROVIDE TEMPORARY BRACING DURING INSTALLATION OF MASONRY WORK. a. TELEPHONE AND ELECTRICAL PANEL BACK BOARDS: 3 4" FIRE RETARDANT TREATED AT EACH JAMB. / 2. GALVANIZED FRAMES AT EXTERIOR LOCATIONS. C. COORDINATE ADDITIONAL INSTALLATION REQUIREMENTS WITH LANDLORD'S CRITERIA AND MEET THE PLYWOOD. 08800 GLAZING = ,r� LATEST EDITION OF THE "AMERICAN CONCRETE INSTITUTE". PART 2 - PREPARATION /EXECUTION PART 1 - GENERAL I („4 PART 2 - PREPARATION / EXECUTION { A. FURNISH AND INSTALL A COMPLETE SYSTEM OF GLASS, GLAZING CHANNELS, SEALANT, SETTING VISION 5 - METALS A. SET MEMBERS LEVEL AND PLUMB, IN CORRECT POSITION. A. INSTALL FRAMES IN ACCORDANCE WITH SDI-100. BLOCKS AND ACCESSORIES AS SHOWN & DETAILED ON THE DRAWINGS & RESPONSIBILITY rr,��� ' `'' 05400 METAL FRAMING LIGHT GAUGE (COLD-FORMED) METAL FRAMING B. COORDINATE WITH WALL CONSTRUCTION FOR ANCHOR PLACEMENT. SCHEDULE. V BRUCE M. CARLSON C PART 1- GENERAL B. INSTALL TELEPHONE AND ELECTRICAL PANEL BACK BOARDS WITH PLYWOOD MATERIALS WHERE REQUIRED. SIZE THE BACK BOARD BY 12 INCHES BEYOND SIZE OF ELECTRICAL PANEL. C. COORDINATE FINISHES AND INSTALLATION OF FRAMES WI1H INSTALLATION OF DOORS & HARDWARE B. SEE PLANS AND ELEVATIONS FOR SIZE AND NUMBER OF PANES. A. FURNISH & INSTALL A COMPLETE SYSTEM OF LIGHT GAUGE FRAMING MEMBERS FOR INTERIOR WALL 3 0 PARTITIONS AND CEILING SUSPENSION COMPONENTS. AS SPECIFIED IN DOOR SCHEDULE AND ON DRAWINGS. 110. 3112 C. NEW FRAMING AT STOREFRONT AND ABOVE CEILING SHALL BE NON-COMBUSTIBLE. C. FOLLOW RECOMMENDATIONS FOR INSTALLATION CONTAINED IN THE FGMA (FLOAT GLASSr�¢� i .I� '''"+tCCTA 1. SYSTEM TO INCLUDE ALL TOP AND BOTTOM RUNNERS, BRACES, CUP ANGLES, ACCESSORIES, 1. FOLLOW DOOR HARDWARE INSTITUTE (DHI) GUIDEUNES. MANUFACTURERS ASSOCIATION) GLAZING AND SEALANT MANUALS AS WELL AS SIGMA (SEALED ,n3 IN S, :LANES FASTENERS, ETC. FOR EACH TYPE OF FRAMING AS SHOWN ON DRAWINGS. 06220 MILLWORK AND FINISH CARPENTRY 08110 METAL DOORS INSULATED GLASS MANUFACTURER ASSOCIATION) FOR INSULATED GLASS. a. INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION PART 1 - GENERAL I INSTRUCTIONS AND RECOMMENDATIONS. PART 1 - GENERAL I D. IT IS THE GLAZING CONTRACTORS SOLE RESPONSIBILITY TO VERIFY THAT THE GLASS IS SIZED TO 1. -t/S.31/4-) 3 B. QUALITY ASSURANCE -- DESIGN AND ANALYSIS OF STRUCTURAL PROPERTIES SHALL COMPLY WITH A. FURNISH AND INSTALL FINISHED TRIM, CABINETRY, COUNTERS, DOORS, SHELVES, BASE AND ALL A. DOORS SHALL NOT BE LIGHTER THAN 18 GAUGE FLUSH CONSTRUCTION WITH INTERNAL STIFFENERS WITHSTAND DEAD LOADS, POSITIVE AND NEGATIVE LIVE LOADS, ACTING NORMAL TO PLANE OF OF 0v FINISH ITEMS SUCH AS LAMINATES AND FINISH DOOR HARDWARE, AS INDICATED AND DETAILED ONGLASS AS CALCULATED IN ACCORDANCE WITH LOCAL AND STATE CODES. I Ci 1 AISI SPECIFICATION FOR THE DESIGN OF COLD-FORMED STRUCTURAL STEEL MEMBERS. DRAWINGS. WELDED IN AT NOT OVER 8" OC AND WITH CONTINUOUS CHANNEL STIFFENERS WELDED TO FACE , w PLATES AT TOP AND BOTTOM. } Cl... E. CONFORM TO CODE REQUIREMENTS FOR SAFETY GLAZING. N 4 C. MATERIALS: B. SEE DRAWINGS AND RESPONSIBILITY SCHEDULE FOR DETAILS, SIZES, DIMENSIONS. 13"U AR SO ARCHITECT 1. METAL STUDS: AISI "C" TYPE STRUCTURAL STUDS SIZES, GAUGES AND SPACINGS SHOWN OR B. ALL DOORS SHALL BE PROVIDED WITH 10 GAUGE STEEL HINGE REINFORCEMENT & AN INTEGRAL /► rLOCK BOX OF 16 GAUGE STEEL, ALL SECURELY WELDED INTO THE STILE. HINGE & LOCK F. MATERIAL FOR EXTERIOR STOREFRONT GLASS: _ / REQUIRED IF NOT SHOWN WITH 1-5/8" (41MM) MINIMUM FLANGE WIDTH, 1/2" (13MM) MINIMUM C. PROVIDE SHOP DRAWINGS OF FACTORY FABRICATED ITEMS. REINFORCEMENTS SHALL BE DRILLED & TAPPED TO RECEIVE FINISHED HARDWARE, WHICH WILL BE 1. CLEAR GLASS - ASTM C1048, FT-FULLY TEMP., QUALITY- GLAZING SELECT. i1 � cv 3 RETURNS AND PRE-PUNCHED HOLES FOR UTILITY INSTALLATION. APPLIED IN THE FIELD. 2. THICKNESS AS SHOWN ON DRAWINGS. tGNATURE cc a. 18-22 GAUGE (0.05" / 1.2MM - 0.03" / 0.8MM): ASTM A446/A446M GRADE A; D. FOLLOW AWI (ARCHITECTURAL WOODWORK INSTITUTE) ARCHITECTURAL WOODWORK QUALITY 3. EACH INDIVIDUAL PANE TO RECEIVE TEMPERED STAMP INDICATING SUCH. MINIMUM YIELD STRESS OF 33 KSI (228 MPA). STANDARDS. [C C. DOORS SHALL BE REINFORCED FOR SURFACE APPUED HARDWARE WITH A MINIMUM OF 16 GAUGE 1 4.6.18 b. 12-16 GAUGE (0.11"/2.7MM - 0.06"/1.5MM): ASTM A446/A446M GRADE A; MINIMUM E. MATERIALS: STEEL DRILLING AND TAPPING FOR SURFACE APPLIED HARDWARE WILL BE DONE IN THE FIELD. PART 2 - PREPARATION / EXECUTION s DATE ISSUED a MPA). 1. FINISHED WOOD ON CABINETRY: CUSTOM GRADE, LUMBER AND VENEER PLYWOOD, FACTORY 1 3112 PREFINISH, COLOR TO BE SELECTED STAIN AND CLEAR COAT HEAVY DUTY POLYURETHANE. A. VERIFY THAT OPENINGS FOR GLAZING ARE CORRECTLY SIZED AND WITHIN TOLERANCE. 2. FURRING: 25 GAUGE, HAT-SHAPED. D. ALL DOORS SHALL HAVE SOUND DEADENING MINERAL FIBER FILLER IN ALL VOIDS WITHIN DOORS. N 3. "Z" FURRING: 25 GAUGE, 2" WIDE. 2. SUBSTRATE FOR PLASTIC LAMINATE FACED COMPONENTS: MEDIUM DENSITY FIBER BOARD _ REG. NO. aco 1 4. TRACK: ASTM A446/A446M GRADE A; MINIMUM YIELD STRESS OF 33 KSI (228 MPA); FORMED (MDF), E. THE DOORS SHALL BE PREPARED FOR VARIOUS TYPES OF HARDWARE USING TEMPLATE PROVIDED B. CUT GLASS PANES TO ACCURATE SIZES ALLOWING FOR EDGE CLEARANCES AND TOLERANCES. .1 11=11=11110111:1111111111111 j STEEL: CHANNEL SHAPED; SAME WIDTH AND GAUGE AS ADJACENT STUDS. EXCEPTION: TOP PART 2 - PREPARATION / EXECUTION BY THE HARDWARE SUPPLIER. 0 AND BOTTOM TRACK (RUNNERS) REQUIRING ATTACHMENT OF METAL PANELS SHALL BE MIN. C. REMOVE GLAZING MATERIALS FROM FINISH SURFACES. _ L 14 GAUGE (0.08"/1.9MM). A. DANDNOT THOROUGHLOR INSTALL Y DRY AND FREEITEMS UNTIL F BUILDING MOISTURE. PER ROOMS RECEIVING SUCH ARE COMPLETED F. PER CODE. FINISH FOR EXTERIOR USE, DOORS TO BE THERMAL AND FIRE PROTECTED AS REQUIRED D. REMOVE LABELS AFTER WORK IS COMPLETE. iLUCKY* BRAND 0' ' 5. FASTENINGS: a. MANUFACTURER'S RECOMMENDED SELF-DRILUNG, SELF-TAPPING SCREWS, BOLTS, NUTS B. MILLWORK AND CABINETRY MAY BE SHOP OR FIELD ASSEMBLED AT CONTRACTORS OPTION. PART 2 - PREPARATION / EXECUTION E. CLEAN GLASS AND ADJACENT SURFACES.• I AND WASHERS. IVE. 3 _ b. ANCHORAGE DEVICES: POWER SACTUATED FASTENERS, DRILLED EXPANSION BOLTS, OR a WASHINGTON SQUARE - SCREWS WITH SLEEVES. C. INSTALL ITEMS INA RIGID, STRAIGHT, PLUMB, LEVEL MANNER ACCURATELY FITTED AND SCRIBED TO A. VERIFY THAT OPENING SIZES AND TOLERANCES ARE ACCEPTABLE. F. INSTALL SEALANTS RECOMMENDED BY MANUFACTURER WHICH ARE COMPATIBLE WITH MATERIALS I L�AEf ABUTTING SURFACES. THEY WILL BE IN CONTACT WITH. 1 ti 4 c. WELDING: COMPLY WITH AWS D1.1 "STRUCTURAL WELDING CODE". B. INSTALL IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFIED DOOR GRADE STANDARD AND I N D. COUNTERSINK NAILS AND SCREW HEADS AND FILL AND SAND SMOOTH. THE "NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS". 08835 MIRRORS 0, D. MANUFACTURERS: PART 1 - GENERAL 0 = 1. MILCOR / DIVISION OF INRYCO, INC. BY BOSTWICK STEEL FRAMING, THE CECO CORP.; ALLIED E. CUTTING AND REPAIRING WORK FOR ACCOMMODATION OF WORK BY OTHERS SHALL BE DONE AS C. SEE DRAWINGS FOR FINISH. 971 6 SW • } AND INSTALL STRUCTURAL INDUSTRIES; DIETRICH INDUSTRIES OR EQUAL PART OF MILLWORK RESPONSIBILITY. A. SIZED AND DETAILED INUSTOM FIGT ED MIRRORSRINCLUDING G MASTIC AND ATTACHMENT CLIPS AS WASHINGTON SQ ROAD cis PART 2 - PREPARATION / EXECUTION F. FINISH WOODWORK SHALL BE DRESSED AND SANDED, FREE FROM MACHINE AND TOOL MARKS, 08211 FLUSH WOOD DOORS - _ RAISED GRAIN OR OTHER DEFECTS. PART 1 - GENERAL � TIGARD, OR 97223 A. ATTACH AND JOIN INDICATED COMPONENTS BY WELDING. ATTACH AND JOIN OTHER COMPONENTS B. CONSULT NAMM (NATIONAL ASSOCIATION OF MIRROR MANUFACTURING) FOR TIPS FOR CARE AND A. SOLID CORE FLUSH WOOD DOORS, UNLESS NOTED OTHERWISE, PROVIDE: HANDLING OF MIRRORS. x _a BY WELDING, BOLTING, OR SCREW FASTENERS, AS STANDARD WITH THE MANUFACTURER. WIRE G. PROTECT FINISHED WORK UNTIL ACCEPTANCE BY TENANT. 1. 1-3/4 INCH THICK, ARCHITECTURALS, UNLESS WOODWORK INSTITUTE STANDARDS ILLUSTRATED (AWL), U = TYING OF FRAMING COMPONENTS IS NOT PERMITTED. SECTION 1300, PREMIUM GRADE, 5-PLY BY WEYERHAUSER WOOD DOORS OR EQUAL C. PRODUCT: SPACE #F03 w EL i 2. HARDWOOD FACED 1. CLEAR FLOAT TYPE WITH COPPER/SILVER COATING. UNLESS NOTED OTHERWISE, ALL EDGES 0 B. CUT FRAMING TO FIT SQUARELY AGAINST ABUTTING MEMBERS. HOLD MEMBERS SECURELY IN 06605 FIBERGLASS REINFORCED PLASTIC PANELS SHALL BE POLISHED. POSITION UNTIL PROPERLY FASTENED. PART 1 - GENERAL 3. FINISH: SEE DRAWINGS. O 1. C. SAW CUT FIELD FRAMING, IF REQUIRED. A. CONTRACTOR TO PROVIDE PANELS, MOLDINGS, ADHESIVE, AND JOINT SEALERS. PART 2 - PREPARATION / EXECUTION D. MIRROR ADHESIVE: CHEMICALLY COMPATIBLE WITH MIRROR COATING AND WALL SUBSTRATE. - SPECIALTY DESIGN O ' D. COORDINATE METAL FRAMING POSITIONING WITH TRADES FURNISHING ITEMS WHICH ATTACH TO B. MANUFACTURER: MARUTE (330) 343-6621 OR EQUAL. A. PREPARE FOR HARDWARE. PART 2 - PREPARATION / EXECUTION IT i BUILT-IN MEMBERS. B. INSTALL DOORS IN ACCORDANCE W/ MANUFACTURER'S INSTRUCTIONS Sc SPECIFIED QUALITY A. VERIFY AREAS RECEIVING MIRRORS ARE WITHIN TOLERANCES AND ARE READY TO RECEIVE MATERIAL SHEET TITLE: vE. INSTALL DIAGONAL OR LATERAL BRACING AS REQUIRED. PART 2 - PREPARATION / EXECUTION STANDARDS. i M t A. PREPARE SURFACES USING THE METHODS RECOMMENDED BY THE MANUFACTURER. B. PLACE PLUMB AND LEVEL WITHOUT VISIBLE DISTORTION. F. INSTALL CONTINUOUS RUNNER TRACKS SIZED TO MATCH STUDS. ALIGN TRACKS ACCURATELY TO C. ADJUST DOORS FOR SMOOTH AND BALANCED MOVEMENT. SPECIFICATIONS THE LAYOUT AT BASE & TOPS OF STUDS. SECURE TRACKS AS RECOMMENDED BY STUDC. STORE, PROTECT, AND INSTALL MIRRORS IN ACCORDANCE WITH NAMM. v = B. INSTALL PANELS AS INDICATED IN DRAWINGS AND PER MANUFACTURER'S INSTRUCTIONS. 08400 ALUMINUM ENTRANCES AND STOREFRONTS m ` MANUFACTURER FOR THE TYPE OF CONSTRUCTION INDICATED. DO NOT EXCEED 24" O.C. SPACING PART 1 - GENERAL D. SET MIRRORS WITH EDGE CLEARANCE FREE OF SURROUNDING CONSTRUCTION INCLUDING cn FOR POWER DRIVEN FASTENERS, NOR 16" ON CENTER FOR OTHER TYPES OF ANCHORAGE. DIVISION 7 - THERMAL AND MOISTURE PROTECTION COUNTERTOPS OR EDGE LASHES. 1 c _ PROVIDE FASTENERS AT CORNERS AND ENDS OF RUNNER TRACK. 07200 THERMAL PROTECTION A. GLAZING ! 111.01:11111111111•111111111111111M1111111:=11111111= o PART 1 - GENERAL 1. REFERENCE SECTION 08800 GLAZING, FOR INFILL INTO GLAZING FRAME. E. REMOVE LABELS AFTER WORK IS COMPLETE. c ' G. SET STUDS PLUMB, SPACED AS INDICATED, WHEN NOT INDICATED, AT MAXIMUM 16" ON CENTER. I REVISIONS: k ALIGN AND SECURE STUDS TO TOP AND BOTTOM RUNNER TRACKS BY EITHER WELDING OR SCREW A. REFER TO DRAWINGS FOR LOCATION OF EXPOSED PIPING. B. ALUMINUM GLAZING FRAME. F. CLEAN MIRRORS AND ADJACENT SURFACES. (I) FASTENING AT BOTH INSIDE AND OUTSIDE FLANGES. 1 NO: DATE: BY: 0 . 1. HEAD AND BASE SIZES AS PER PLANS AND DETAILS FOR INFILL WITH 1" CLEAR TEMPERED T 1. CONSTRUCT CORNERS USING MINIMUM THREE STUDS. DOUBLE STUDS AT WALL OPENINGS. PART 2 - PREPARATION / EXECUTION �,, INSULATED GLASS (SEE PARAGRAPH 3 OF THIS SECTION). 1 INSTALL JACK STUDS ABOVE AND BELOW OPENINGS, SPACED TO MATCH WALL STUD SPACING. PART 2 - PREPARATION / EXECUTION 2. INSTALL SUPPLEMENTARY FRAMING, BLOCKING, & BRACING IN METAL FRAMING SYSTEMS TO 2. PROVIDE AND INSTALL ALL INTERNAL SUPPORT FRAMING, RELATED FLASHINGS, ANCHORAGE SUPPORT GRAB BARS, FIXTURES, EQUIPMENT, CASEWORK, HARDWARE, TRIM, AND SIMILAR A. INSTALL PER DRAWING DETAILS. MANUFACTURER'S INSTRUCTIONS AND AS PER REQUIRED CODES. AND ATTACHMENT DEVICES. 3. FINISH: SEE DRAWINGS. A. AT TIME OF COMPLETION, DELIVER TO TENANT, ONE PACKAGE OF ACOUSTICAL PANELS OF EACH _ 00 = WORK REQUIRING ATTACHMENT TO WALL FRAMING. 07210 BOARD AND BAIT INSULATION TYPE OF MATERIAL USED, FOR FUTURE REPLACEMENT USE. PART 1 - GENERAL 4. MANUFACTURERS: A.P.I. GLASWALL / STYLMARK - WALLMAKER OR EQUAL a00o = 3. PROVIDE ONE PIECE FULL LENGTH STUDS. SPLICING IS NOT PERMITTED. j C. THIS SECTION INCLUDES ALL ALUMINUM/GLASS DOORS, DOOR HARDWARE SPECIFICALLY SUPPLIED BY B. COMPLY WITH ASTM C 635 FOR INTERMEDIATE - DUTY CLASS SYSTEM. SIZE ATTACHMENT DEVICES I 05500 MISCELLANEOUS METALS A. BATT INSULATION IN EXTERIOR AND INTERIOR WALL, CEILING AND ROOF CONSTRUCTION. a FOR FIVE (5) TIMES DESIGN LOAD. HANGER WIRE SHALL BE GALVANIZED CARBON STEEL, ASTM a = DOOR MANUFACTURER, GLAZING FRAMES COMPLETE WITH ACCESSORIES AND GLASS AS DETAILED A641, SOFT TEMPER, PRE-STRETCHED, 12 GA MINIMUM. I z PART 1 - GENERAL ON THE DRAWINGS AND RESPONSIBIUTY SCHEDULE. B. SEQUENCE WORK TO ENSURE FIREPROOFING AND FIRESTOP MATERIALS ARE IN PLACE BEFORE i. ALUMINUM TEMPERED GLASS ENTRANCE DOORS SHALL BE SINGLE ACTING WITH 1" CLEAR ap = A. COMPLY WITH MANUFACTURERS RECOMMENDATION FOR PREPARATION & INSTALLATION OF METALS. BEGINNING WORK OF THIS SECTION. TEMPERED INSULATED GLASS INFILL SET WITH MECHANICAL GASKETS. C. COMPLY WITH MANUFACTURERS PRINTED INSTRUCTIONS AND WITH GOVERNING REGULATIONS, FIRE- a. HARDWARE - TO INSURE SINGLE SOURCE RESPONSIBILITY, HARDWARE SHALL BE PROVIDED RESISTANCE RATING REQUIREMENT AND WITH INDUSTRY STANDARDS APPLICABLE TO THE WORK. Y = B. ASSEMBLE ITEMS IN LARGEST PRACTICAL SECTIONS FOR INSTALLATION. C. BOARD INSULATION: POLYISOCYANURATE RIGID CELLULAR FOAM, COMPLYING WITH ASTM C 1289, PROJECT NO: 18028.001 AND WITH THE FOLLOWING CHARACTERISTICS: AND INSTALLED BY THE DOOR SUPPLIER INSTALLER IN ACCORDANCE WITH THE -I PART 2 - PREPARATION / EXECUTION 1. FACING: REFLECTIVE FOIL ONE FACE AND FOIL FACE TAPE FOR SEALING SEAMS. DRAWINGS. 3 DRAWN BY: EBC 2. BOARD SIZE: TIGHT BETWEEN FURRING. b. MANUFACTURERS: A.P.I. / OLDCASTLE OR APPROVED EQUAL. _ a A. INSTALL HEAVY GAUGE METAL STRAPPING/BLOCKING AS DETAILED IN DRAWINGS OR AS REQUIRED 3. BOARD THICKNESS: 2 INCH. c. FINISH: FOR ADDITIONAL SUPPORT. 4. BOARD EDGES: SQUARE I. HARDWARE - PER DOOR SCHEDULE I 1 R2 D. VAPOR BARRIER: 6 MIL VIRGIN POLYETHYLENE PER CODE. I I E. MOISTURE BARRIER: 15# ASPHALT IMPREGNATED BUILDING PAPER PER CODE. , <,. - --_-. - _ -- - .. - -, - - - - 7._ - - . _ _ _ _ - - - - - = -- _--,,- - _ _ _ _ _ - -- - ‘: .- COPYRIGHT BRUCE M. CARLSON ARCHrECT, PLLC 2018 VAII i::;7:114 = M DIVISION 9 — FINISHES 09511 SUSPENDED ACOUSTICAL CEILINGS H. MAKE FINISH WORK UNIFORM, SMOOTH, FREE OF RUNS, SAGS AND DEFECTIVE BRUSHING OR Z., 7 44,10 4c! < 09260 GYPSUM BOARD SYSTEMS SPRAYING. MAKE EDGES ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT �� j PART 1 — GENERAL PART 1 — GENERAL OVERLAPPING. ' M A. FURNISH AND INSTALL ALL GYPSUM DRYWALL & SYSTEMS COMPLETE WITH PARTITION FRAMING, A. PROVIDE ACOUSTICAL PANEL CEIUNGS WITH EXPOSED SUSPENSION GRID, AS SHOWN ON THE I. SEAL TOPS, BOTTOMS AND EDGES OF WOOD DOORS. ' K BRUCE M CEIUNG SUSPENSION SYSTEMS AND RELATED ACCESSORIES, PARTS, MATERIALS, ETC. AS SHOWN ON DRAWINGS. .- .„ CARLSON o DRAWINGS AND AS SPECIFIED. INSTALL ALL MATERIALS PER MANUFACTURERS SPECIFICATIONS & J. PRIOR TO CONTRACTOR LEAVING SITE AND AFTER ALL FIXTURES ARE INSTAI I FD AND STORE IS \ 3 RECOMMENDATIONS. B. SUSPENSION SYSTEM AND ACOUSTIC PANELS AS LISTED ON REFLECTED CEIUNG PLAN SHEET, CLEANED, CONTRACTOR SHALL WALK SITE AND TOUCH—UP PAINT DAMAGED DURING FINAL DAYS OF architecture • planning • interior design B. GYPSUM DRYWALL 5/8" TYPE "X" UNLESS OTHERWISE NOTED. FINISH SCHEDULE, AND RESPONSIBILITY SCHEDULE. PROJECT. BRUCE M CARLSON ARCHITECT, RICC. FASTENERS: DRYWALL SCREWS OF PROPER SIZE AND TYPE PER MANUFAC. RECOMMENDATIONS. 1 a D. PROVIDE MATERIALS, JOINT COMPOUNDS, TRIM, EDGES, BEADS, ETC. FROM A SINGLE SOURCE C. REFER TO DRAWINGS FOR LOCATION OF SPECIFIED MATERIALS AND FINISHES. WHERE REQUIRED 09980 CONCRETE COMINGS 1 800 WASHINGTON AVE. N., SUITE 208 SUPPLIER. ALL TRIM SHALL CONSIST OF A TAPERED, GROOVED AND PREPUNCHED FIN FOR SCREW BY CODES, CEILING ASSEMBUES SHALL CONFORM WITH UNDERWRITERS LABORATORIES DESIGN FOR PART 1 — GENERAL 1 MINNEAPOLIS, MN 55401-1330 , ONE ATTACHMENT AND TO ACCEPT BONDING AGENT. ALL BUTT JOINTS ARE TO BE NEAT WITH TIGHT ONE HOUR FIRE RATED ASSEMBLIES. ' PHONE: (612) 547-1300 Q) i JOINTS, AND ALL CORNERS ARE TO BE MITERED. ALL EDGES, BEADS AND TRIM TO BE PRE—FINISH A. CONCRETE SEALER AS INDICATED IN DRAWINGS. FAX: 612 547-1301 C) - ALUMINUM. D. INSTALL SUSPENSION SYSTEM TO COMPLY WITH ASTM C 636, WITH HANGERS SUPPORTED ONLY i -, E. ACCESS PANELS: FROM BUILDING STRUCTURAL MEMBERS. LOCATE HANGERS NOT LESS THAN 6" FROM EACH END B. SILICA SAND AS RECOMMENDED FOR DESIRED SUP—RESISTANCE TEXTURED SURFACES AS REQUIRED. iCONTACT: CORY B I LL.I G 0 1. PROVIDE ACCESS PANELS AS REQUIRED BY LANDLORD AND SITE CONDITIONS (COORDINATE SIZE AND SPACE 4'-0" ALONG EACH CARRYING CHANNEL OR DIRECT—HUNG RUNNER. SECURE WIRE REQUIREMENTS, NUMBER OF PANELS REQUIRED AND LOCATIONS WITH LANDLORD AND ALL HANGERS BY LOOPING AND WIRE TYING, EITHER DIRECTLY TO STRUCTURES OR TO INSERTS, PART 2 — PREPARATION / EXECUTION icbllligOcmarch.com MECHANICAL TRADES). EYE—SCREWS, OR OTHER DEVICES WHICH ARE SECURE AND APPROPRIATE FOR SUBSTRATE. 1 1111111=1:1111111111:11111:111•111111111=1111 1 2. ACCESS PANELS SHALL BE FLUSH TYPE (NO EXPOSED FLANGES) AS MANUFACTURED BY: E. INSTALL EDGE MOLDINGS AT PERIMETER OF ACOUSTICAL CEIUNG AREA AND AT LOCATIONS WHERE A. INSTALL/APPLY AS INDICATED BY MANUFACTURER'S INSTRUCTIONS. I BAR—CO (334) 347-9516, OR EQUAL (SIZE AS REQUIRED). a. FOR NON—RAZED CONDITIONS USE: "BAR-300". NECESSARY TO CONCEAL EDGES OF ACOUSTICAL UNITS. DIVISION 10 — SPECIALTIES b. FOR RATED CONDITIONS USE: "FB-1". 09650 RES'IUENT FLOORING 10260 CORNER GUARDS 1 3. PANELS TO BE FACTORY PRIMED (WHITE) READY TO RECEIVE FINAL FINISH (PAINT) BY F. INSTALL ACOUSTICAL PANELS IN COORDINATION WITH SUSPENSION SYSTEM, WITH EDGES PART 1 — GENERAL 4 CONTR. METAL STUDS: SIZE ACCORDING TO CONSTRUCTION DOCUMENTS x 20 GAUGE STEEL CONCEALED BE SUPPORT OF SUSPENSION, MEMBERS, SCRIBE AND CUT PANELS TO FIT PART 1 — GENERAL ACCURATELY AT BORDERS AND PENETRATIONS. A. PROVIDE CORNER GUARDS AS INDICATED IN DRAWINGS. AT 16" OC TRACKS TO BE ANCHORED BY MEDIUM POWER ACTUATED FASTENERS AT 24" OC. A. INSTALL FLOORING AS INDICATED ON THE DRAWINGS AND FINISH SCHEDULE. G. INSTALL HOLD—DOWN CLIPS IF REQUIRED BY CODE. PART 2 — PREPARATION / EXECUTION PART 2 — PREPARATION / EXECUTION PART 2 — PREPARATION / EXECUTION s A. INSTALL CORNER GUARDS ACCORDING TO MANUFACTURER'S INSTRUCTIONS. A. JOINT TREATMENT: U.S. GYPSUM OR GOLD BOND SYSTEM OF COMPOUNDS AND PERFORATED TAPE. B. BROOM CLEAN AND VACUUM THE FLOOR SURFACE TO BE COVERED. INSPECT THE SUBFLOOR AND i 1. ERECT GBD IN A SINGLE LAYER IN THE MOST ECONOMICAL DIRECTION WITH ENDS AND EDGES 096400 WOOD FLOORING REPORT ANY DEFECTIVE FLOOR OR BASE CONDITIONS. USE A LEVELING COMPOUND, FLOORSTONE 10400 SIGNAGE OCCURRING OVER FIRM BEARING. NO WORK UNDER THIS SECTION OR EQUAL FOR FILLING CRACKS, DEPRESSIONS, OR BUILDING AREAS TO MEET FLOOR LEVELS. 2. WALLS, CEILINGS AND SOFFITS, AND ALL TRANSITIONS IN SAME, SHALL BE GIVEN A SMOOTH INSTALL SHEET VINYL IN ACCORDANCE W/ MANUFACTURER'S INSTRUCTIONS. INSTALLATIONS SHALL A. SIGNAGE COMPONENTS I FINISH. BE TIGHTLY FITTED TO WALLS AND LAID SQUARE TO ROOMS, WITH TIGHT FITTED JOINTS. 1. STOREFRONT LOGO SIGNAGE 1 3. CORNER BEADS SHALL BE APPLIED TO ALL EXTERNAL ANGLES IN STRICT ACCORDANCE WITH 2. BACKWRAP SIGNAGE THE MANUFACTURERS DIRECTIONS. INSTALL CASING BEADS AT ALL EDGES OF DRYWALL WORK 09651 RESIDENT BASE/TRANSITIONS 3. ADA SIGNAGE 1 EXCEPT WHERE TERMINATION IS COVERED BY OTHER FINISH. CASING BEADS SHALL BE MITERED PART 1 — GENERAL 4. SERVICE DOOR SIGNAGE AT CORNERS AND INSTALLED NEATLY, FINISHED WITH COMPOUND. 4. JOINTS BETWEEN BOARDS SHALL BE REINFORCED WITH TAPE EXCEPT WHERE CONTROL JOINTS A. SEE FINISH SCHEDULE FOR SPECIFIC COLORS AND MANUFACTURER. B. TENANT'S SIGNAGE CONTRACTOR IS TO FURNISH AU_ STOREFRONT SIGNAGE. COORDINATION AND 1 ARE REQUIRED. TAPE FIELD JOINTS, INTERIOR CORNER JOINTS AND WALL TO CEILING JOINTS. INSTALLATION AS DIRECTED ON DRAWINGS. ELECTRICAL CONTRACTOR IS TO PROVIDE ELECTRICAL s i FILL JOINTS WITH JOINT FILLING COMPOUND AND EMBED TAPE THEREIN. COVER TAPE WITH PART 2 — PREPARATION / EXECUTION AS BEDDING COMPOUND AND TAPER TO FEATHER EDGES. FILL SCREW HEAD DEPRESSIONS WITH SHOWN ON ELECTRICAL PLANS AND SPECIFICATIONS. TENANT'S SIGNAGE CONTRACTOR IS TO ' JOINT FILLING COMPOUND AND FEATHER THE EDGES. ALLOW TO DRY. A. PREPARE SUBSTRATE IN PREPARATION FOR NEW FINISH. COORDINATE W THE CONTRACTOR FOR SCHEDULING & STRUCTURAL REQUIREMENTS FOR THE . 5. COVER TAPED AND FILLED JOINTS AND FILLED SCREW HEAD DEPRESSIONS WITH TOPPING / z SEAL` 1 COMPOUND APPLIED IN THREE COATS. PERMITTING THE PREVIOUS COAT TO DRY PRIOR TO B. INSTALL PER MANUFACTURER'S INSTRUCTIONS. SIGNAGE. _ - 1 INSTALLING THE SUBSEQUENT COAT. I I 6. SAND JOINT AND SCREW HEAD AREAS LIGHTLY BETWEEN COATS & AFTER THE FINAL COAT SO 10520 FIRE PROTECTION I THAT A SMOOTH LEVEL SURFACE IS PRODUCED WITH THE PAPER SURFACE OF THE 09720 WALL COVERING I WALLBOARD FREE OF SCUFFING. PART 1 — GENERAL 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 B. PATCH AND/OR REPAIR EXISTING DRYWALL TO REMAIN TO LIKE NEW CONDITION. LEVEL ANY UNEVEN A. SEE FINISH SCHEDULE FOR COLORS AND MANUFACTURER. (COORDINATE IN FIELD.) MANUFACTURER: J.L. INDUSTRIES; COSMIC SERIES OR EQUAL. . OR ROUGH SPOTS AND FINISH SMOOTH. BULGES AND VISUAL DEPRESSIONS ARE NOT ACCEPTABLE. B. DO NOT INSTALL MATERIALS WHEN SURFACE AND AMBIENT TEMPERATURE IS OUTSIDE THE RANGE B. INSTALL MOUNTING BRACKETS AT HEIGHTS TO COMPLY WITH APPLICABLE REGULATIONS OF 1 °) '- . RECOMMENDED BY THE MANUFACTURER. GOVERNING AUTHORITIES. � � 3 09300 TILING I NO WORK UNDER THIS SECTION PART 2 PREPARATION / EXECUTION C. SECURE MOUNTING BRACKETS TO STRUCTURE, SQUARE AND PLUMB, TO COMPLY WITH I P, MANUFACTURER'S INSTRUCTIONS. A. VERIFY THAT SUBSTRATE SURFACES ARE PRIME PAINTED AND READY TO RECEIVE WORK. BRUCE M. CARLSON 1. D. UTILIZE CABINET WHEN EXTINGUISHERS ARE IN PUBLIC, RETAIL OR WAITING AREAS. AT A MINIMUM, B. APPLY ADHESIVE AND WALL COVERING IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. INSTALL ONE (1) EXTINGUISHER AT CASHWRAP AND ONE (1) EXTINGUISHER NEAR ELECTRICAL N . 3112 PANEL 1 cp MINNEAPOLIS,MINNESOTA 09910 PAINTING AND FINISHING 10670 STORAGE SHELVING AND WORK COUNTERS i PART 1 — GENERAL PART 1 — GENERAL . v ;Cin i A. THE INTENT IS TO PROVIDE A SATISFACTORY FINISH TO ALL PARTS OF THIS PROJECT. . FINISH A. CONTRACTOR TO ASSEMBLE AND INSTALL SHELVING UNITS AND/OR SURFACE MOUNTED STANDARDS, i OF O APPEARANCE MUST BE UNIFORM, SMOOTH. AND FREE OF ANY RUNS, SAGS, AND DEFECTIVE WITH BRACKETS AND SHELVES. U BRUSHING OR SPRAYING. IF THE NUMBER OF COATS RECOMMENDED BY MANUFACTURER DOES NOT 1 a ACCOMPLISH THE INTENT, THEN APPLY ADDITIONAL COATS UNTIL COVERAGE IS SATISFACTORY. SEE B. PROVIDE COMPLETE SYSTEM, FURRING STRIPS EXCLUDED, WITH BRACKETS, CUPS, SHELVES, I FINISH SCHEDULE FOR PAINT COLORS, MANUFACTURER, ETC. RELATED i Q UCE- .RLSON CHITECT rnSCREWS AND ANCHORS. A B. USE ONLY THE PAINT AND RELATED MATERIALS SPECIFIED BY THE MANUFACTURER. PAINT IS s EGGSHELL FINISH UNLESS OTHERWISE NOTED. SEE FINISH SCHEDULE FOR SPECIFIC COLORS. PART 2 — PREPARATION / EXECUTION 9tGNATURE cc ALTERNATES ARE NOT PERMITTED. . it = A. CONTRACTOR TO ASSEMBLE AND SECURE SHELVING UNITS TO FLOOR AND WALLS WITH FASTENERS 4.6.18 C. LEAVE A MINIMUM OF ONE QUART ANDA MAXIMUM OF ONE GALLON OF EACH PAINT TYPE AND AS RECOMMENDED BY MANUFACTURER IN LOCATIONS AS SHOWN AND DETAILED IN PLANS, ' DATE ISSUED p = COLOR AT JOB—SITE FOR FUTURE TOUCH—UP. I o B. CONTRACTOR TO PROVIDE REQUIRED BLOCKING, FURRING STRIPS AND BRACING. REFER SECTION 3112 N PART 2 — PREPARATION / EXECUTION 06114 AND SECTION 05500. a REG. NO. o - j ao a A . CLEAN SURFACES TO BE PAINTED FREE OF LOOSE DIRT & DUST BEFORE WORK IS STARTED. WASH C. CONTRACTOR TO PROVIDE WORK COUNTERS AS DESCRIBED IN PLANS AND DETAILS. 1 11111:1111111111111111=011:11111111=111 METAL SURFACES WITH MINERAL SPIRITS BEFORE APPLYING FINISHES. WHERE RUST OR SCALE IS 3 m 1 PRESENT, WIRE BRUSH OR SAND CLEAN BEFORE APPLYING FINISH. o 1 B. PAINT SYSTEMS 10800 TOILET ROOM ACCESSORIES LU C Y BRAN D d 1. PAINTED DRYWALL TO RECEIVE ONE COAT LATEX PRIMER AND TWO COATS OF SPECIFIED PAINT. PART 1 GENERAL I TINT PRIMER TO APPROXIMATE SHADE OF THE FINAL COAT. TOUCH—UP SUCTION SPOTS OR 1 WASHINGTON SQUARE HOT SPOTS AFTER APPLICATION OF FIRST COAT AND BEFORE APPLYING SECOND COAT, TO A. PROVIDE ADA APPROVED TOILET ROOM ACCESSORIES AND GRAB BARS INCLUDING ALL SET SCREWS PRODUCE AN EVEN RESULT IN THE FINISH COAT. DRY COATS THOROUGHLY BEFORE APPLYING AND ANCHORS REQUIRED FOR COMPLETE INSTALLATION. REFER TO DRAWINGS. MALL 3 SUCCEEDING COATS. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR RECOAT TIME. SEAL Ti / DRYWALL SURFACES BEHIND MIRRORS. B. MANUFACTURER: "BOBRICK" OR EQUAL ci)o, = FINISH COATS. C. PROVIDE ITEMS AND QUANTITIES AS INDICATED ON DRAWINGS.2. PAINTED METAL TO RECEIVE AN ALKYD BASED PAINT, ONE COAT BASE PRIMER AND TWO ? SW c 1 1 1►1t 33. PAINTED ALUMINUM SURFACES TO RECEIVE ONE COAT DEEP BASE PRIMER AND TWO COATS OF cia LATEX PAINT (ALLOW 12 HOURS DRYING TIME BETWEEN COATS). PART 2 — PREPARATION / EXECUTION 1 WASHINGTON SQ ROAD C. PUTTY NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. A. INSTALL TOILET ACCESSORY UNITS ACCORDING TO MANUFACTURER'S INSTRUCTION, USING FASTENERS TIGARD, OR 97223 fi AND IN—WALL BLOCKING AS RECOMMENDED BY UNIT MANUFACTURER. INSTALL UNITS PLUMB AND _Q ' D. SAND WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. LEVEL, FIRMLY ANCHORED IN LOCATIONS & AT HEIGHTS INDICATED, IN A TAMPER PROOF MANNER 2 SPACE #F03 o a WITH SPECIAL HANGERS, TOGGLE BOLTS, OR SCREWS. E. BEFORE STARTING FINISH WORK, REMOVE HARDWARE, ACCESSORIES, PLATES, UGHTING FIXTURES 2 AND SIMILAR ITEMS, OR PROVIDE AMPLE PROTECTION FOR SUCH ITEMS. DIVISION 11 — EQUIPMENT I 11001 GENERAL p F. PAINT ALL EXPOSED PIPING, ACCESS DOORS, VENTS, FIRE EXTINGUISHER CABINETS, EQUIPMENT 1 SPECIALTY DESIGN MOUNTING BOARDS, ETC. TO MATCH ADJACENT WORK UNLESS OTHERWISE NOTED OR DIRECTED. DO A. ALL EQUIPMENT MANUALS, INSTRUCTION BOOKLETS, AND WARRANTY INFORMATION SHALL BE NEATLY NOT PAINT FIRE SPRINKLER HEADS, PERMANENT LABELS AND SIMILAR ITEMS INTENDED OR BOUND AND TURNED OVER TO THE CONSTRUCTION MANAGER PRIOR TO THE TURNOVER. 1 o, 1 REQUIRED TO BE READABLE. 1= i B. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL HOOK—UP OF ALL EQUIPMENT, INCLUDING 4 1 G. SAND ENAMELED FINISHES APPUED TO WOOD OR METAL BETWEEN COATS WITH FINE SANDPAPER ALL MECHANICAL PLUMBING AND ELECTRICAL WORK. 1 SHEET TITLE: o TO PRODUCE EVEN SMOOTH FINISH. M C. INSTALLATION OF ALL EQUIPMENT (INCLUDING TENANT FURNISHED) IS TO BE INCLUDED IN GENERAL i SPECIFICATIONS w = BID. 1 L v = 11106 WALL STANDARDS to = PART 1 — GENERAL c " 11111111111111:111111111111111111=111111111111111 A. SURFACE MOUNTED WALL STANDARDS AS INDICATED IN DRAWINGS. 1 s .'PART 2 — PREPARATION / EXECUTION REVISIONS: co 4 2 NO: DATE: BY: 3 A. CONTRACTOR TO SET TOP OF STANDARDS LASER LEVEL AND LOCATED AS DETAILED IN DRAWINGS. I o B. CONTRACTOR TO ENSURE THAT VERTICAL STANDARDS ARE SET TRUE AND PLUMB AND MAXIMUM OF I 0 2 24" ON CENTER, UNLESS OTHERWISE NOTED. cc/ _ o x 11130 AUDIO—VISUAL EQUIPMENT CO 2 PART 1 — GENERAL - z n A. COORDINATE WITH RESPONSIBIUTY SCHEDULE AND OWNER FOR INSTALLATION. 3 Q cc PART 2 — PREPARATION / EXECUTION U A. VERIFY ELECTRICAL REQUIREMENTS ARE AVAILABLE AND IN PLACE FOR INSTALLATION. PROJECT NO: 18028.001 D B. INSTALL AS RECOMMENDED BY MANUFACTURER'S INSTRUCTIONS. = DRAWN BY: EEC Ci DIVISION 12 — FURNISHINGS 4 1. FIXTURES, ETC. INDICATED ON THE PLANS ARE FURNISHED BY TENANT. CONTRACTOR TO 1 COORDINATE INSTALLATION AS INDICATED IN DRAWINGS. R 3 •. _e y _... ��� _: „ CCPYRIGHT BRUCE IL CARBON ARCHITECT, PLLC 2018 - _ - - A _ . -_ - - - - - _ _ -- -- -- _- - _ - - _ _ _ - - - -- d c00 a ao BRUCE M. CARLSON arcnitocturo • planning ' interior cosign ,.. , t BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 1 MINNEAPOLIS, MN 55401-1330 w PHONE: (612) 547-1300 FAX: (612) 547-1301 0 1 DIVISION 16000 - ELECTRICAL DMSION 16200 - ELECTRICAL CONTACT: CORY B I L L I G SECTION 16001 - BASIC ELECTRICAL REQUIREMENTS SECTION 16007 - RECORD DRAWINGS SECTION 16201 - SUMMARY OF WORK cbillig®cmarch.com A. General Conditions A. This contractor shall maintain one copy of drawings on the job site to record deviations from contract A. This contractor shall furnish all labor, materials, equipment, etc. necessary for reasonably implied and F. This contractor shall provide, install and connect a complete system of grounding for all equipment and 1. Drawings and general provisions of contract, including general and supplementary conditions and all drawings, such as: incidental to the furnishing, installation, completion and testing of all the work for the electrical system structures. A good mechanical and electrical connection shall be made with approved grounding 1 other specification sections, apply to this and the other sections of Division 16000. 1. Location of concealed conduit and wiring, as called for in the specifications, and as required by job conditions, to include, but not be limited to connections. Electrical system and equipment grounds shall comply with all local, state and NEC codes 2. The contractor for thisthe following: and regulations. Panels, conduit systems, motor frames, lighting fixturesandother equipment division of work is required to read the specifications and review drawings for all 2. Location of junction boxes. g gyg g eq pment that are divisions of work and is responsible for the coordination of their work and the work of their 3. Revisions, addendums, and change orders. significant deviations made necessary by field conditions, 1. Work in the landlord's main distribution equipment room shall be as indicated, and/or required, by a part of this installation shall be securely grounded both mechanically and electrically in accordance subcontractors with all divisions of work. It is this contractors responsibility to provide their approved equipment substitutions, and contractor's coordination with other trades. extending service to the leased space. with all codes. Main grounding system shall be sized to conform with the NEC. Provide conduit to subcontractors with a complete set of bid documents. 2. Complete power and lighting distribution systems including all panels and complete branch circuit wiring protect ground wire from damage to a height of 8 feet above floor. Make all joints and connections of emanuelson-podas 3. This contractor is responsible for scheduling the completion and inspection of their work and the work of B. At completion of the project and before final approval, the contractor shall make any final corrections system. the conduit system tight to maintain continuity of mechanical and electrical ground throughout entire consulting engineers their subcontractors to comply with the schedule and the project completion date. to drawings and certify the accuracy of each print by signature thereon. One copy of the most recent 3. Complete lighting fixture installation, including aiming and adjusting of light fixtures. system. Ground all three wire receptacles to the outlet boxes. Ground neutral from the transformer 4. This contractor shall visit the site prior to submittal of bid to determine conditions affecting the work. set of drawings with temperature control drawings included shall be delivered to Tenants Project Manager. 4. Complete telephone conduit system, including service conduit from point of connection to landlords connected to building steel with exothermic weld. Ground conductor shall be supplied in all non-metallic Any items which are not covered in the bid documents or any proposed substitutions shall be listed system and all terminal devices, boxes, conduit, plates, etc. conduit. A separate isolated, insulated ground system shall be installed for electronic cash registers, Emanuelson Padas,Inc. separately and qualified in the contractors bid. SECTION 16008 - DISCREPANCIES IN DOCUMENTS 5. Temporary electrical service as required for construction. back to tenant panelboard. 7705 Bush Lake Road 5. Submittal of bid shall serve as evidence of knowledge of existing conditions and any modifications which 6. Wiring and final connection to all signs and graphics, furnished by the owner. Edina,MN 55439 are required to meet the intent of the drawings and specifications. Failure to visit the site does not 1. Drawings (plans, specifications, and details) are diagrammatic and indicate the general location and 7. Provisions for fire alarm/smoke evacuation system and extension to landlords system (if applicable). G. All panelboards shall be standard dead-front construction with size and number of single and multi-pole relieve the contractor of responsibility inperformance of work. intent of the electrical system. Where drawings, existingsite conditions, specifications or other trades 952.930.0050 www.epinc.com P Y Ys 9 P 8. Testing of all cables and circuit wiring after installation. bolt-on branch breakers as indicated on the panel schedule, and with main breaker and/or main lugs 6. Refer to responsibility schedule for information in regard to responsibility of work or items which may conflict or are unclear, advise Tenants Project Manager, in writing, of variations to contract documents 9. Testing of all electrical equipment. as indicated on the drawings. Panel bussing shall be copper. Panelboards shall be complete with trim, affect bid. prior to submission of bid. Otherwise, Tenants Project Manager's interpretation of contract documents or 10. Warranty of all work for a period of one year from date of project close-out door, concealed hinges, flush lock, directory frame and neatly typed completed directory cards. All conditions shall be final with no additional compensation permitted. panelboards shall have distributed bussing and sequence numbering with no two consecutive circuit SECTION 16002 - GENERAL REQUIREMENTS B. Provide electrical service as indicated on the drawing. All work not specifically noted as being by the numbers tied to the same bus or phase. All panels and breakers shall be Square-D or equal and SECTION 16009 DEMOLITION landlord or the power company shall be provided by the electrical contractor. Closely coordinate entire installed by the electrical contractor. All circuit breakers used for control of lighting circuits shall be 1. This contractor shall provide all labor, materials, equipment, services, tools, transportation, incidentals and installation with the landlord and the power company. Contractor shall make arrangements with the local 'SWIM rated. details necessary to provide a complete electrical system as shown on the drawings, called for in the 1. This contractor shall be responsible for the coordination of the demolition of existing work and the utility company for installation of metering as required by the landlord. SEAL: specifications, and as required by job conditions. All work not specifically noted as being by the demolition provided by the General Contractor. Coordinate with the General Contractor any existing H. Dry type step-down transformer shall have NEMA Class F insulation on units below 30 kVA and NEMA landlord shall be provided by the electrical contractor. Closely coordinate the entire installation with the equipment required to be left intact. C. Contractor shall make arrangements with the local telephone utility for telephone service to the space, Class H insulation on units 30 kVA and above. Transformer to be general purpose ventilated type with landlord and the tenants project manager, as required. 2. Electrical Contractor shall verify scope of work with the general contractor for the removal of all existing conduit system for telephone distribution to the leased premises shall be provided where required for aluminum windings. 2. The drawings and specifications are intended to supplement each other and any material or labor called light fixtures, receptacles, switches, etc. not being reused on this project, unless specifically noted utility company wires. Coordinate installation of telephone work and install all conduit (if required by for in one shall be furnished and installed even though not specifically mentioned in both. Any material otherwise. Contractor must verify with the landlord all presumed abandoned equipment prior to removal. landlord or local code) for telephone system within the leased space. Outlet boxes shall be 4" square I. Disconnect switches and combination starter disconnect switches shall be heavy duty type, 600 Volt _ or labor which is neither shown on the drawings nor called for in the specifications, but which is 3. All extraneous items in the space or on the roof not applicable to the new work must be removed and minimum with single device cover and telephone plate. rated, quick-make/quick-break, weatherproof (where applicable), fused/non-fused as shown on the ,, obviously necessary to complete the work, and which is usually included in work of similar character, roof/wall/floor patched/repaired to match existing structure. Existing abandoned conduits or equipment drawings. Switches used for service entrance shall be "Sr rated. Starters shall be minimum NEMA Sizer ,; *lE� 4S' -� shall be furnished and installed as part of contract. in the floor, embedded in concrete, or otherwise inaccessible are to be cut off and sealed below or D. Furnish all labor, materials, equipment and tools to perform electrical work shown, noted or scheduled 1. Disconnect switches and combination starter disconnect switches shall be Square D. '�9 0�. 3. Where the drawings or specifications call for items which exceed codes or the landlord's tenant criteria, within floor or wall level when they are not to be reused in this project. If required by landlord or for a complete and finished installation. ' r r the contractor is responsible for furnishing and installing the system with the more stringent codes, abandoned conduit must be removed to point of origin. confirm the extent of demolition with the J. Lighting contactors shall be Square D, GE or Cutler Hammer. Contactors shall be rated for the load to f requirements as designed and described on these drawings, unless specifically noted otherwise. General Contractor and Tenant prior to bid and include in bid proposal as directed by the General SECTION 16202 - MATERIALS be installed with 120 volt coils and enough poles/contactors to provide control as called for on 4. All electrical work shall be installed so as to be readily accessible for operating, servicing, maintaining, Contractor and Tenants. All unused existing plenum rated cabling is to be removed completely. drawings. ' '=i�3y and repairing. This contractor is responsible for providing access panels for sufficient service access to A. Materials, products and equipment, including components thereof, shall be new and such as appears on �J �s,� all equipment. SECTION 16010 - CUTTING AND PATCHING the Underwriter's Laboratory list of approved items and shall meet the requirements of recognized K. Electrical contractor shall provide electric service and make connections to the HVAC equipment, signs .,,; 1.• : �.� 5. All work shall be performed in a neat professional manner using good engineering and construction standards. and grille motors (if applicable) as shown on the drawings. - `f.L. practices. 1. The contractor shall perform all cutting and patching as required for the installation of the work under ...... 6. Unless specifically noted otherwise, materials, products, and equipment, includin all components thereof, this specification. no cutting of the structure shall be permitted without written approval of the landlord i:.�tf;s�."Ti " i}ATE:iz.s� R Y9 P P 9 P PP B. Conduit steal! be standard steel, !MC or EMT (thin wall} according to code requirements. Conduit shall L. The isolated circuit outlets at cash wrap areas shall be clearly and completely marked for unmistakable i9 shall be new, Underwriters Laboratories listed and labeled and sized in conformity with requirements of and architect or engineer. be concealed in finished areas, except as otherwise approved by Tenants Project Manager. EMT identification by the owner's employees. state and local codes, whichever is more stringent. 2. Patching shall be of the same workmanship, material and finish and shall match accurately all connections shall be compression type. Minimum sizes of conduit shall be 3/4", except 1/2" for switch 7. Comply with NECA 1 for common requirements of electrical installations. surrounding construction in a manner satisfactory to the architect and Tenants Project Manager. legs. EMT shall be galvanized or electro-galvanized. EMT shall be used for feeders and branch circuits M. Temporary wiring shall be removed when work is completed. 3. Existing utilities, etc. that are damaged during the construction period, whether or not due to the run above the suspended ceiling or concealed in interior partitions. EMT shall not be concealed in poured SECTION 16003 - CODES contractor's negligence shall be repaired or replaced by the contractor and left in a condition suitable to concrete floor or walls. Use IMC for under slab installations. INC is permitted with screw connections. N. No conduit shall be run through HVAC ducts. the landlord and Tenants Project Manager. Flexible metallic tubing may be used in lieu of EMT for concealed branch circuit wiring only, where 1. All work shall conform to the landlords' criteria, the state's, county's, city's and local codes andpermitted by local authorities. Flexible metal conduit may be used only for short connections to fixtures 0. Identification: On each piece of equipment, install unique designation label that is consistent with wiring - ordinances, safety and health codes, NEPA codes, energy codes and all other applicable codes and SECTION 16011 SLEEVES and equipment, as permitted by code. diagrams and schedules. Apply labels to disconnect switches and protection equipment, control panels, MATTHEW W. FULTS requirements. This contractor shall inquire into and comply with all applicable codes, ordinances, and control stations, terminal cabinets, and racks of each system. SIGNATURE 4 regulations. this contractor shall include any changes required by codes in the bid and if these 1. This contractor shall provide sleeves to protect equipment or facilities in the installation. Each sleeve C. All conductors shall be soft drawn, annealed copper, with 600 Volt insulation: 04.06.2018 changes are not included in the bid, they must be qualified as a separate line item in the bid. After shall extend through it's respective floor, wall or partition and shall be cut flush with each surface P. FINALLY 1. #10 and smaller - solid. #$ and larger - stranded. Minimum wire size shall be 112, except #14 may DATE ISSUED contract is issued, no additional cost due to code issues shall be reimbursed by tenants to the except sleeves that penetrate the floor, which shall extend 2" abovethe floor. Contractor must be used for control applications. 1. It is the intent that the foregoing work shall be completed in every respect and that any material or contractor. coordinate through the landlord any core drilling or cutting of openings in masonry floors or walls. 2. All wire and cable shall be new and shall be brought to the site in unbroken packages. work not specifically mentioned or shown on the drawings but necessary to fully complete the work shall 77468 2. All sleeves and openings through fire rated walls and/or floors shall be fire sealed with calcium silicate, 3. General wiring shall have THHN-THWN insulation. be furnished. The location of receptacles and fixtures shown on the drawing are approximate and the REG. NO. w SECTION 16004 - LICENSES, PERMITS, INSPECTIONS & FEES silicone 'RP/' foam, '3M" fire rated sealants or equal, so as to retain their fire rating. 4. Aluminum conductors, Romex or BX are not permitted. owner shall have the right to relocate any receptacles or fixtures before they are installed, without (.0 3.3. Sleeves in bearing and masonry walls, floors, and partitions shall be standard weight steel pipe finished additional cost. 1. This contractor shall obtain and payfor all licenses, permits, inspections, and fees required or related to 5. Wire connectors shad be equal to Scotch-Lock for #8 and smaller, and T&B tock-Tits for #6 and a P q with smooth edges. For other than masonry partitions, through suspended ceilings, or for concealed larger. 0 their work. vertical piping, sleeves shall be No. 22 U.S.G. galvanized steel minimum. Q. LIGHTING FIXTURES: 6. Wires shall be color coded in keeping with landlord's convention and local codes. LU C K I�/ * B RA N D 0 2. Furnish to tenants project manager all certificates of inspection and final inspection approval at 1. The electrical contractor shall be responsible for the unloading and storage and shall notify tenant of completion of project. SECTION 16012 - HANGERS " items found to be defective. v D. Outlet boxes and covers shall be one piece, galvanized or Sherardized steel, 4 x 4', knock-out type 2. The electrical contractor shall provide all the necessary labor and materials for complete installation of WASHINGTON SQUARE °�, SECTION 16005 - TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS 1. Hangers shall include all miscellaneous steel such as angle iron, bands, c-clamps with retaining clips, with fixture studs as required. Junction boxes, pull boxes and covers shall be galvanized steel, code the lighting fixtures as indicated on the drawings. gauge and size. Provide steel mudrings in gang count and depth as required for device and wall finish. channels, hanger rods, etc., necessary for the installation of work. 3. All fluorescent lamps shall be as per light fixture schedule.. MALL I 1. Where trade names and manufacturers are used on the drawings or in the specifications, the exact 2. Hangers shall be fastened to building steel, concrete, or masonry, but not to piping. Hanging from E. Wiring devices: 4. See drawing for light fixture description and mounting height equipment shall be used as a minimum for the base bid. manufacturers considered as an equal or metal deck is not permitted. Hangers must be attached to upper chord of bar joist. Where 1. Receptacles in sales area are to be white devices with white coverplates . shall be specification 5. Track fixtures will be furnished with track connectors, and other accessories as appropriate. Cut track rn better in all aspects to that specified will be subject to approval in writing by tenants project manager interferences occur, and in order to support conduit or boxes, the contractor must install trapeze type P They to length shown on drawing. Match track color with fixture colors. Provide additional hardware as c throughprior shopdrawingsubmittalprocess, for acceptance. The use of anyunauthorized equipment grade with a minimum of rating of 20 amps. Devices and cover-plates to be manufactured by Hubbell. 971 2 SW o g Phangers or supports which shall be located where they do not interfere with access to fire dampers, Equals by Leviton or Cooper Wiring Devices. required for a complete installation in accordance with manufacturer's recommendation. WASHINGTON SQ ROAD -� shall be subject to removal and replacement at the contractor's expense. valves, and other equipment. Hanger types and installation methods are also subject to landlord criteria. 6. Leave protective film in place on fixtures until final clean-up. rn Duplex receptacle: Hubbell #5262 c 2. Electrical contractor shall submit only substitution requests to Tenants Project Manager for approval. :cQuadraplex receptacle: (2) Hubbell #5262 T I GA R D, OR 97223 r„ submissions shall be made early enough in project to allow four (4) working days for tenants project R. TELEPHONE SYSTEM: °. manager's review without causing delays or conflicts to the job's progress. Submittals shall bear the under one (two gang type) cover-plate stamp of general contractor and the sub-contractor showing that they have reviewed and confirmed that Isolated ground receptacle: Hubbell 1IG-5262 1. Continuous raceway system including wall plates is furnished and installed by general contractor's 1 the submittals are in conformance with the contract drawings and specifications or indicate where Quadraplex isolated receptacle: (2) Hubbell #IG-5262 electrical contractor. SPACE #F03 c exceptions have been taken. under one (two gang type) cover-plate 2. Telephone system is provided by local telephone company. 2 Weatherproof receptacle: Hubbell #GF-5262-1 with 'WP26" aluminum cover-plate 3. Telephone instruments are provided by tenant. mi SECTION 16006 - GUARANTEE SPST switch: Hubbell #HBL-1221 DPST switch: Hubbell #HBL-1222 SPECIALTY DESIGN 0 1. This contractor shall guarantee all materials and work provided under their contract and shall make Three way switch: Hubbell #HBL-1223 good, repair or replace at their own expense, any defective work, material, or equipment which may be a discovered within a period of 12 months from the date of acceptance (in writing) of the installation by SHEET TITLE: 0 Tenants Project Manager. Extended warranties are as specified with individual equipment. 0 ELECTRICAL 0to SPECIFICATIONS 0 I- 0 LI! Q REVISIONS: a NO: DATE: BY: z d w m >Y ca D -J co r) 0 NI- C E-- 0 Lel PROJECT NO: 4036.0006 ct0 a. DRAWN BY: KO .:ie . R 6 ._ _ __ _ _ _ _ ._ _ _ _ _ . _. _ _ _ _ _ _ _ _ _ _ _ COPYRIGHT RU M. CARLSON ARCHITECT, PLC 2018