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Plans (24) BU P2019 -00 155 RESPONSIE3IL I TY SCHEDULE ALDO L = LANDLORD NOTES: G = GENERAL CONTRACTOR 21 9 -ALL ITEMS NOT FOUND IN THIS MATRIX ARE TO BE SUPPLIED 41:i5 DATE EMIS/ISSUED 0 = ALDO GROUP/OWNER -� AND INSTALLED BY GENERAL CONTRACTOR E = EXISTING I- -G.C. TO SUPPLY AND INSTALL ALL BLOCKING AND 2 ATTACHMENTS AS REQUIRED FOR INSTALLATION OF ALL 2olq-06-o- ISSUED Folz ALDO/LANDLORD/SAJo REVIEW OWNER SUPPLIED ITEMS -ALL BLOCKING TO BE FIRE RETARDANT TREATEDLIM11:11) 0 (111/4113 dk Zola-ob-2a ISSUED FOR BID 4 PERMIT -G.C. REQUIRED TO NOTIFY OWNER W/ IN 2.4 HOURS IF DAMAGED PARTS ARE RECEIVED OR IF PARTS ARE MISSING ITEM -G.C. TO NUMBER REFER TO OSM FOR CONTACT NAME AND PHONE GENERAL I NCO/ACCESS I B I L I TY DIVISION 01 - GENERAL REQUIREMENTS WASHINGTON SQUARE PERMITS, FEES, INSURANCE PERMIT APPLIED FOR BY TENANT / PICKED UP AND PAID FOR BY THIS PROJECT WILL COMPLY WITH LOCAL, STATE AND FEDERAL G G ACCESSIBILITY AND ENERGY CODE REQUIREMENTS. � ��� CERTIFICATES, ETC. TENANT G.G. BARRICADE, PARTITIONS, L L BARRICADE PROVIDED BY LANDLORD AT TENANT'S EXPENSE THRESHOLDS SHALL BE NO HIGHER THAN 1/2" ABOVE THE TOP OF FINISHED DOORS 4 HARDWARE FLOOR, EDGE TO BE BEVELED WITH A SCOPE NO GREATER THAN 1 IN 2. JUL 1 2019 TEMP. UTILITIES AND PROVIDE ACCOUNT NUMBERS TO OWNER (6.G. TO NOTE NUMBER OF EQUIPMENT G 6 WEEKS AND COST PER WEEK IN BID) ALONG ACCESSIBILITY PATH OF TRAVEL AND AT EMERGENCY EGRESS CITY OF TIGARD FINAL PROFESSIONAL CLEANUP CONDITIONS, DOOR HARDWARE SHALL BE OF THE LEVER OR PUSH TYPE, BUILDING DIVISION AND TRASH REMOVAL G G - MOUNTED 34" TO 44" ABOVE FINISH FLOOR AND OPERABLE WITH APORTLAND OR DIVISION 02 - EXISTING CONDITIONS MAXIMUM EFFORT OF LBS. 3 VALIDITY OF PERMIT PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE CENTERED AT THE ISSUANCE OF A PERMIT DEMOLITION AND HAUL OFF I G I G I REFER TO DEMO SHEET, COORDINATE WITH LANDLORD 60" ABOVE FINISH FLOOR ON STRIKE SIDE WALL AT ACCESSIBLE FITTING BASED ON CONSTRUCTION ROOM DOORS. SYMBOL SHAPE AND CONTRASTING COLORS SHALL CONFORM DOCUMENTS AND OTHER DIVISION 03 - CONCRETE WITH ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY REQUIREMENTS. SPACE # DATA SHALL NOT PREVENT iii THE CODE OFFICIAL FROM LCEVELING NG AND SLABNCRETE GUTTING PATCHING, I G I 6 I CARRY ALLOWANGSMOOTH EE�IN BID FORL E. REFER TO FLODR PREP.) SPACE (6.C. TO PROVIDE G D NB"TRILEKE/PUSH SIDE DOORS.N LL SIDE OF DOOR(S), 12" CLEAR ■ B12 aEOFIERRORS. OSRING THE OS R C:TI'ON DIVISION 05 - METALS ACCESSIBLE DOOR MUST BE A MINIMUM 3'-0" WIDE X b'-8" HIGH. ADDITIONAL PERMITS i1 IPRINT DATE STRUCTURAL AND LIGHT GAUGE METAL FRAMING G G - HOT WATER PIPES AND DRAIN PIPES UNDER LAVATORIES SHALL BE TENANT SEPARATION WALL E E - INSULATED AND HAVE CLEARANCES TO CONFORM WITH ALL LOCAL, STATE WASHINGTON SQUARE 2 01 9 — 0 6 -- 2 6 STUDS AND FEDERAL ACCESSIBILITY AND ENERGY CODE REQUIREMENTS, LANDLORD NOTES �585 SW WASHINGTON SQUARE R . DIVISION 07 - THERMAL AND MOISTURE PROTECTION GASH WRAP SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL I. MUST COORDINATE ALL DUMPS-ITER/TRASH REMOVAL IT REQUIREDPORTLAND, OR 81225 WATERPROOF MEMBRANE ACCESSIBILITY AND ENERGY CODE REQUIREMENTS. SEE DETAIL B/! FOR CLEAR ACTIVITIES WITH MALL MANAGEMENT, l Fire S rinkler ------,..../ MOSE AND SEALANTSND yy E E - DIMENSIONS AND COUNTER HEIGHTS. 2. THESE PLANS SHOULD BE FORWARDED TO THE AWARDED Fire Alarm SW Penney Rd GENERAL CONTRACTOR TO BE ON-SITE AT ALL TIMES. �j '' DIVISION OS - OPENINGS 3. TENANT'S CONTRACTOR MUST REPAIR ANY/ALL Mechanical DENNEY a LANDLORD PROPERTY DAMAGED DURING T.I. WORK AND PlumbingWHITFORp SW Pardon Homo Rd METAL DOORS, FRAMES AND 6 6 REFER TO DOOR SCHEDULE . COMPLETE LANDLORD'S PUNCH LIST AS DIRECTED BY _ HARDWARE �+y a� LANDLORD'S REPRESENTATIVE. Electrical — :_.. STOREFRONT GLAZING SYSTEM, 6 6 NO SUBSTITUTIONS OF ANY MATERIALS OR ITEMS SPECIFIED IN THE SYMBOLS LJVLS 4, TENANTS CONTRACTOR MUST CONTRACT WITH MALLS Truss Engineering RedrailGolfCenterfi Verden GASKETS 4 BREAK METAL DOCUMENTS ARE PERMITTED, U.N.O. AND APPROVED BY THE OWNER, Home-Whitford REQUIRED VENDORS -SEE CRITERIA FOR INFO. Shop Drawings �`' , o STOREFRONT ENTRY GRILLE 6 6 NO SUBSTITUTIONS OF ANY MATERIALS OR ITEMS SPECIFIED IN THE ELEVATION REFERENCE © 5. PRIOR TO SAW GUTTING OR PENETRATING THE EXISTING Other 1 AND HARDWARE DOCUMENTS ARE PERMITTED, U.N.O. AND APPROVED BY THE OWNER, W SLAB, VERIFY LOCATION WITH ON-SITE LANDLORD = 3 — ut C4) REPRESENTATIVE. TENANT'S CONTRACTOR WILL BE is R o e R e s - DIVISION Oct - FINISHES SECTION REFERENCE RESPONSIBLE FOR ANY DAMAGE TO EXISTING MALL Greenway ,,,,oE`�R6sw,,�,,,F swrw,. QFF�CE C�P�r Target UTILITY CONDUITS. Warn 4j'� CEILING 6 6 REFER TO FINISH SCHEDULE SECTION DETAIL REFERENCE — 0 b. TENANT GENERAL CONTRACTOR MUST PROTECT MALL TILE BRADLEY CITY OF TIGARD FLOOR BETWEEN BARRICADE AND STOREFRONT. ANY Washington Square RpEVrIEWED FOR COOL COMPLIANCE PAINT 6 6 ALL LEFTOVER PAINT MUST BE REMOVED FROM THE JOB SITE A Nigh Schaal i wsith de shosping m,ii �.. ENLARGED ARBA REFERENCE © DAMAGE OCCURRED DURING CONSTRUCTION MUST BE " a7'.), • withdinirgspots — J REPLACED AT TENANTS EXPENSE. TON OTC:vcd: FLOORING 0 6 REFER TO FINISH SCHEDULE 1 �. NOTHING 15 PERMITTED TO BE ATTACHED TO, SUSPENDED A � � REVISION SYMBOL QQ FROM, OR PENETRATE THE ROOF DECK ABOVE. YOU ARE zg Metzger Permit #' t1r,,aQ d q QO `< STOREFRONT FINISHES 6 6 REFER TO FINISH SCHEDULEREQUIRED TO FRAME, BRACE AND /OR SUSPEND, AS Address: 9,5.94- ,„,..cl-. i,.�-1-e,v .�� r d DOOR IDENTIFIER NEEDED, TO/FROM THE TOP CHORD OF JOISTS OR SITE OBSERVATIONS REQUIREMENTS CD IFLY V t L L Suite#: GYPSUM BOARD, TENANT E/G 6 REFER TO SHEET 3 :-L-- STRUCTURAL STEEL WHICH EXIST ABOVE YOUR u Date: SEPARATION PARTITIONS J RESPECTIVE TENANT SPACE. THIS PROJECT REQUIRES SITE OBSERVATIONS BY THE By: - I .3-I� DIVISION 10 - SPECIALTIES ELEVATION X'-X" 8. A WATER SHUT OFF VALVE MUST BE INSTALLED AT EYE ARCHITECT AND/OR ENGINEER OF RECORD, WHICH WAS I 2019-06-28 ALDO, LANDLORD SAW COMMENTS LEVEL, USING A BALL-TYPE VALVE, AND CLEARLY CONFIRMED WITH THE AUTHORITY HAVING JURISDICTION AT sumnterlatce STOREFRONT SIGNAGE G G G.G. TO PROVIDE BLOCKING AND ELECTRICAL CONNECTION, REFER TO FINISH SYMBOL ® LABELED 'WATER SHUT-OFF VALVE". PROVIDE A FLOOR THE BEGINNING OF THIS PROJECT. THE GENERAL CONTRACTOR City S,yh ® ��' NO. DATE REVISION APPROVED SIGN SHOP DRAWINGS DRAIN IN TOILET ROOM. 15 REQUIRED TO COORDINATE THE REQUIRED 517E , Costoov'vhaiesale9 IOBSERVATIONS WITH THE CLIENT PROJECT MANAGER AND Dirksen THIS DRA`NING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF INTERIOR EXTERIOR BLADE G.G. TO PROVIDE BLOCKING AND ELECTRICAL CONNECTION, REFER TO 1. SIGNAGE MUST BE SUSHI I kV UNDER A SEPARATE COVER Nature Park '°4. 516N G 6 APPROVED SIGN SHOP DRAWINGS ROOM NAME "�'�""°"` FOR LANDLORD REVIEW AND APPROVAL. ARCHITECT OF RECORD AT LEAST TWO WEEKS PRIOR TO THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE INTERIOR GRAPHICS 0 6 G.G. TO PROVIDE BLOCKING X NEEDING THEM ON THE JOB SITE. IT 15 THE GENERAL LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR WALL TYPE CONTRACTOR'S DUTY TO ENSURE THAT THE JOB SITE AND N TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. SIGNAGE - ACCESSIBLE, I WORK PROGRESS ARE READY FOR THE OBSERVATION THAT VICINITY MAP ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND G 6 AS APPLICABLE SCOPE OF WORK THE ARCHITECT AND/OR ENGINEER 15 THERE TO OBSERVE PRIOR 0 N.T.S. DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE HVAC AND SERVICE DOOR FURNITURE TAG ' ' TO THEIR ARRIVAL. ADDITIONAL TRIPS REQUIRED BY THE 4! PROCEEDING WITH THE WORK. WASHROOM ACCESSORIES E E THIS PROJECT IS A REMODEL OF AN EXISTING MERCANTILE ARCHITECT AND/OR ENGINEER OF RECORD DUE TO THE JOBNS DIMEAND AREASS SHOULD BE MEASURED AREN THE DNFORM SPACE IN A EXISTING INTERIOR CENTER. WORK 15 TO INCLUDE, DIMENSIONS AND ON THIS DRAWING FOR INFORMATION SITE AND WORK PROGRESS NOT BEING READY WILL BE AT ONLY FIRE EXTINGUISHER(S) G 6 A5 PER LOCAL CODE, QUANTITY AND LOCATION PER FIRE MARSHALL BUT NOT BE LIMITED TO, (THE REMODEL OF EXISTING FLOORING, G.0.15 SOLE EXPENSE. PLEASE SEE THE LIST OF REQUIRED SITE PROJECT INFORMATION LIGHTING AND MINOR WALL AND STOREFRONT CONSTRUCTION.) OBSERVATIONS FOR THIS PROJECT BELOW: DIVISION 12 - FURNISHINGS STOREFRONT StilniS C3 SH R E M S H OC K -NEW GLAZING SYSTEM AND GRILLE FURNITURE/ FIXTURES AND NO SUBSTITUTIONS OF ANY MATERIALS OR ITEMS SPECIFIED IN THE LANDLORD INFORMATION: TYPE OF CONSTRUCTION: -SIGNAGE TO BE NEW LED Shremshock Architects, Inc. HARDWARE 0 6 DOCUMENTS ARE PERMITTED, U.N.O. AND APPROVED BY THE OWNER. THE MACERICH COMPANY IIB SALES AREA FRAMING: MALL RESTROOMS 7400 W.Campus Rd.I Suite 150 I New Albany,OH 43054 11411 N. TATUM BLVD. SEISMICZONE: t:614 545 4550 I f:614 545 4555 I shremshock.com NO SUBSTITUTIONS OF ANY MATERIALS OR ITEMS SPECIFIED IN THE PHOENIX,AZ 55028 D -EXISTING MILLWORK TO BE REMOVED 4 REPLACED WITH NEW / 11-i-1 I N SOO Gerald S.Shremshock,Architect IGASHWRAP 0 G DOCUMENTS ARE PERMITTED, U.N.O. AND APPROVED BY THE OWNER. TETIANT REP:GHARLIE 51ROKMAN APPLICABLE CONSTRUCTION CODE -EXISTING FLOORING TO BE REPLACED FIRE SAFING: I Timothy J.Shremshock,Architect PHONE: (602) q53-63TI BUILDINfr. OREGON STRUCTURAL SPEC. COPE 2014 -NEW LIGHTING FIXTURES Q'�� MIRROR (WALL AND COLUMN) 5 G - EMAIL: Gine.0E-okmm®macerlch.com ELECTRICAL OREGON ELECTRICAL SPEC. CODE 201E ACCESSIBILITY: l�"D A.� MALL INFORMATION: MECHANICAL �N�O�Lur�1�sGPr.G�. CODE 2014 NON SALES I. ��� C,�� PREFABRICATED DISPLAY 0 G NO SUBSTITUTIONS OF ANY MATERIALS OR ITEMS SPECIFIED IN THE ENERGY,OREGON EE5C 2014 -TOILET ROOM TO REMAIN "AS-IS" H.V.A.G. SYSTEM (APPENDIX 5) ALDO SPACE #B I2 I , WALL SYSTEMS (SALES AREA) DOCUMENTS ARE FERMI I Ifi), U.N.O. AND APPROVED BY THE OWNER. WASHINGTON SGJARE ACCESSIBILITY:20at ICG/A111.1 -NEW SHELVING . 9585 sW WASHINGTON SQUARE RD. -NEW HVAC SYSTEM SHELVING ANCHORAGE: X WASHINGTON SQUARE + �3 STOCKROOM SHELVING 0 G NO SUBSTITUTIONS OF ANY MATERIALS OR ITEMS SPECIFIED IN THE PORTLAND,OR 47223 O GERALD S SIIREMSHOCK DOCUMENTS ARE PERMITTED, U.N.O. AND APPROVED BY THE OWNER. 1 CPS MARIA HALSTEAD ALL APPLICABLE AND JURISDICTIONAL -ELECTRICAL SERVICES TO REMAIN "AS-IS" FINAL (PUNCH): LEVEL I OF 2 a �: ('503) 639-8865 ORDINANCES OR AMENDMENTS OF THE , II • s • DIVISION 21 - FIRE SUPPRESSION SPRINKLER SYSTEMS / DIVISION 22 - PLUMBING / DIVISION 23 - HVAC FAIL' CITY OF TIGARD . 7 i OCCUPANCY GROUP: STORE ADDRESS: r `� SPRINKLER MODIFICATIONS G G - GROUP M(MERCANTILE) DRAWING INDEXP dr 4555 SW WASHINGTON SQUARE RD. *. 1 9 ji PORTLAND,OR 47223 OCCUPANT LOAD: PLUMB. 7 _ - 1.1 O.� C3 s/zs/zai s PLUMBING STUBS (SAN, DUI, VENT) E E - No. ARCHITECTURAL No. MECH. / ELEC. / MANAGER: / SALES STOCK ,� PHONE: AREA AREA = s«OF OCCUPANTS C E—] ) H r JIM ALDO PLUMBING FIXTURES 4 ACCESSORIES E E - FAx \ 3o 300 TS TITLE SHEET M -- 1 .0 MECHANICAL PLAN 1_ LJ - ] REQUIRED FOR ROLA -INI CLIENT INFORMATION 191 + ( 699 = 30 OCCUPANTS DM DEMOLITION PLAN M— 1 . 1 MECHANICAL DEMOLITION PLAN s, 1 i r MECHANICAL EQUIPMENT E E - TH> DO GR P ( ) app qu n � � Q v1LtE srI�IEAuRENT MONTREAL E cJc�., D C DEMOLITION CEILING PLANS M--- 1 .2 MECHANICAL SITE VERIFICATION PLAN __ 11 --, r I 0 L, ALL DUCTWORK (LOW AND MEDIUM - (,ti,�EC,CANADA,HSR 3 � r 2300 EMILE-BELANGER, MONTREAL PRESSURE, FLEXIBLE DUCT, ETC.) E E EXITS REQUIRED: SV SITE VERIFICATION PLAN TVI—2.O MECHANICAL SPECIFICATIONS Rise-51.1,m::, ESTHER BRATHWAI A EXITS PROVIDED 2 I NM j QUEBEC, CANADA, H4R 3J4 TEMPERATURE CONTROL SYSTEM 6 6 - PAX (54 ?48-35262 EXT. 6285 1 FLOOR PLAN E— 1 .0 ELECTRICAL/POWER PLAN ry L-' FIRE RATINGSTEL.: (514) 747-2536 DIVISION 26 - ELECTRICAL / DIVISION 21 - COMMUNICATIONS / DIVISION 28 - ELECTRONIC SAFETY ATC I CT: TENANT SEPARATION WALLS: I i-, 1 A INTERIOR ELEVATIONS E— 1 . 1 ELECTRICAL LIGHTING PLAN FAX: (514) 747-6504 SALES/NON-SALES WALL: 0 hr. L — •J AND SECURITY SHREMSHOGK ARCHITECTS INC. GELLING•. 0 i. 2 REFLECTED CEILING PLAN E—2.O ELECTRICAL LEGEND PROJET/PROJECT: 1400 WEST CAMPUS ROAD,SUITE 150 COLUMNS: WA tr. �� ,' I 1 TENANT ELECTRICAL PANELS E E - NEIN ALBANY,OH 45054 EXIT HALLWAY: 0 hr, F L PHONE: (b 14) 545-4550 SQUARE FOOTAGE : 2A SEISMIC DETAILS E—3.0 ELECTRICAL PANELS/NOTES ._ �i IIn _ ALDO CONDUIT, WIRING AND DEVICES G G - FAX (614) 545-4555 NET SALES AREA 151 sq.ft. 3 CONSTRUCTION PLAN E—4.O ELECTRICAL DETAILS c I �1111 j I I t L I STRUCTURAL ENGINEER NET STOREFRONT AREA 34 stilt. v Wl��l—EI 1�4GTOIV SQUARE G.G. IS REQUIRED TO UNWRAP 4 INSPECT ALL OWNER SUPPLIED MATERIAL, NET STOCKROOM AREA: 624 s .Ft. 3A CONSTRUCTION DETAILS E—4. 1 ELECTRICAL DETAILS LIGHTING FIXTURES / LAMPS O G PAUL J FORD 4 COMPANY NET RESTROOM AREA: /5 sq.Ft. PORTLAND, OR CI�2�� FIXTURES 4 HARDWARE IMMEDIATELY UPON RECEIPT 4 TO REPORT DAMAGES. 250 EAST BROAD STREET,SUITE bop II r TOTAL NET AREA: 1490 sa.Ft. 3 B CONSTRUCTION DETAILS F— 1 .O FIRE PROTECTION PLAN COLUMBUS,OH 43215 Si) TITRE/TITLE: • TELEPHONE, DATA CONDUIT PHONE: (614)221-6679 GROSS AREA TO LEASE LINE 1490 stilt. IIII C.9 >- 6 G GATS 15 REQUIRED FOR TELEPHONE AND DATA CABLING 6R055 AREA TO SALES. lV scift 4 STOREFRONT PLAN, ELEVATION 4 SECTIONS P— 1 .0 PLUMBING PLAN P ? 2 I U AND DATE CABLING 6R055 AREA TO NON-SALES: ' ' sq.Ft. o 0 0 TITLE PAGE SOUND SYSTEM WIRING 6 6 - ELECTRICAL/MECHANICAL ENGINEER: 4A STOREFRONT DETAILS No. STRUCTURAL DON PENN CONSULTING ENGINEER 4B STOREFRONT DETAILS S— 1 STRUCTURAL NOTES 4 STOREFRONT i� PROJET ND./PROJECT NO. DESSINE/DRAWN: SPEAKERS, SWITCH SUBWOOFER 46 6 - 1301 SOLANA BLVD.,BLDG 1,SUITE 1420 FRAMING PLAN 4 SECTIONS A KEY MAP258 AMB VOLUME CONTROL WESTLAKE,TX "16262 5 FRAMING DETAILS T5 N.T.5 ECHELLE/SCALE: VERIFIE/CHECKED: FIRE ALARM SYSTEM G G - PHONE (611) 410-2656 --- FAX (SIT) 251-8411 S—2 STOREFRONT FRAMING DETAILS ELM N CONCEPT, ANNEE//YEAR: PAGE: P:\ALD\190293R1 ALD—Wash'sngton Square, Portland, Oft\2587.dwg AA 16 15 ALDO DATE rMIS/ISSUED 2011-06-01 ISSUED FOR ALDO/LANDLORD/SAJO REVIEW 2011-06-28 ISSUED FOR BID $ PERMIT I (E) MALL 5TRUGTURE I TO REMAIN I �� I PRINT DATE : �--------(E) MALL DUCT TO REMAIN WERAL NOTE5 G.C. 26 MUST VERIFY ALL SITE CONDITIONS BEFORE DEMOLITION i\\\ — 1 -(E) MALL BULKHEAD 2O ____ O - BEGINS. 6.G. SHALL COMPLETE SITE SURVEY AND CHECKLIST ON \\ — TO REMAIN SHELL PLAN SUPPLIED BY TENANT, TRANSCRIBE ALL CRITICAL DIMENSIONS IN PLAN, SECTION AND DETAILS OF DEMISING WALL \\\\\\ — m I GAPS AND BULKHEAD, FORWARD IMMEDIATELY TO TENANT. ���.� I 1 (E) STOREFRONTE3ULKHEAD I G.G. HILL VERIFY ALL EXISTING SITE CONDITIONS AND ENSURE 7I 0 I I TO BE REMOVED THAT THE DEMOLITION DOES NOT INTERFERE WITH THE NEW DESIGN = CONCEPT. ALL EXISTING FIXTURES MUST BE RETAINED AND STORED A5 PER ALDO'S SPECIFICATIONS. (E) STOREFRONT 11 : LEASE LINE STRUCTURE TO SE IN THE CASE OF A RENOVATION OF AN EXISTING ALDO GROUP REMOVED STORE, ALL ELECTRICAL ACCESSORIES, SUSPENDED FIXTURES, I I STOCKROOM SHELVING OR SHELVING SYSTEM REMAIN THE PROPERTY OF THE ALDO GROUP. 6.G. MUST ADVISE THE ALDO III I GROUP BEFORE DISPOSING OF ANY ITEMS. (E) STOREFRONT GLAZING I SYSTEM TO BE REMOVED 6.C. MUST ENSURE THAT NO DAMAGE IS DONE TO REMAINING PARTS OF BUILDING. IIIA/ S.C. MUST ENSURE THAT EXISTING SPRINKLER SYSTEM 15 ADAPTED I I TO NEW DESIGN AND MUST COORDINATE ALL WORK WITH (EJ PLATFORM TO I1 yi►GtLL TYPE L MECHANICAL, ELECTRICAL AND PLUMBING. BE REMOVED I CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WORK — — — I EXISTING TENANT SEPARATION TO BE REUSED WHICH 15 AFFECTED BY DEMOLITION. IF II CID r = WALL TO REMAIN ASBESTOS APPLIED BY PROJECTION OR TROWEL 15 FOUND DURING DEMOLITION, HALT ALL RELATED WORK AND ADVISE (E) METAL STUD SEPARATION EXISTING WALL TO REMAIN TENANT IMMEDIATELY. DEMOLITION SECTION WALL TO REMAIN. LEASE LINE ALL. DEMOLITION WORK MUST BE PERFORMED BY RELATED I/4" = 1'-0" EXISTING WALL OR ELEMENT SUB-TRADE CONTRACTOR A5 OUTLINED ON THE DRAWINGS TO BE REMOVED �" mi (E) LAVATORY TO REMAIN , A1 ' (_,.:� I 2019-06-28 ALDO, LANDLORD 4 SAX' COMMENTS (E) GRAB BARS (E) FLOOR DRAIN TO REMAIN NO. DATE REVISION (E) TOiLET To BE REMOVED THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF N THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE (E) AR 4 ( FLOORING TO REMAIN LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR SEPARATION TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. WALL TO REMAIN ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND LEASE LINE (E) DOOR TO REMAIN DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE — — — (EJ METAL STUD SEPARATION PROCEEDING WITH THE WORK. WALL TO REMAIN. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWN°. (E) STRUCTURAL I LEASE LINE DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION GOLUM •=1 I O co ® 0 ONLY REMAI '_ 1,- - - - A v * I �1 r3 SHREMSHOCK I (E) WALL MOUNTED STOCK —(E) METAL STUD SEPARATION Shremshock Architects, Inc. — — — — I SHELVING TO BE REMOVED WALL TO REMAIN. 3/4" BLACK CHANNEL 7400 W.Campus Rd. I Suite 150 I New Albany,OH 43054 LEASE LINE (E) MOBILE \ 1 REVEAL TO REMAIN IF t:614 545 4550 f:614 545 4555 shremshock.com STOCK SHELVING A L POSSIBLE Gerald S.Shremshock,Architect TO BE REMOVED \ — J 'l' FINISHES TO BE Timothy J.Shremshock,Architect - - - - I I I 1 I I 1 I I I I I I I I - REMOVED DOWN To QQ:�++� }� ]� \\ QI (E) WALLS TO / ) lLr - - �� - - 1 L- -, - __ ... ._ - - - - - EXISTING METAL eC ,!'"� "`SIC / 1 STUD FRAMING - yy I \ I I I BE REMOVED I << (E) WALL TO BE REMOVED REFER TO A/45 ,cz'� � I I I ....\\ ' (E) 12" PLATFORM 1 II I i I I— . r TO BE REMOVED I > l (E) STOREFRONT SYSTEM , ! t r — J I _ (1) WALL FIXTURES, AND III I TO E3E REMOVED GER.i.D S.SHR u., t r.1. LEASE LINE r ; SERVING COUNTER TO BE (E) SENSORMATIC 3� 9 • (E1 CONCRETE I I II REMOVED, TYP. DEVICE BE\\— — _---t_— � FLOORING TO i — \ II _ A(E) GMU SEPARATION REMAIN. G.G. TO / I / O WALL TO REMAIN I I I PATCH AND REPAIR / (E) DOORS (E) BLACK CERAMIC �+ -1A (Ss ' STATIONARY I AS REQUIRED RTOE BE ii / Q O 6/26/2019 TILE TO BE REMOVED STOCK SHELVING I \ I L = REMOVED _ I STOREFRONT FOR NEW TOE3EREMOVED \I = __ - --1 I \ I ALDO L JI JA (E) WOOD PLANK (E) STOREFRONT DOORS fl 1 FLOORING TO BE RI=MOVF-D I TO BE REMOVED (E) ATIC COMMUNICATIONS (E) DOOR TO / I \ THROUGHOUT SPACE (EJ DEVICE TO BE TO BE _ Z STRUCTURE PANEL TO BE REMOV>nD II \ — — REMOVED a . -- REMAIN — 1 I 5�ELECTRICAL OR WALL FIXTURES, AND �1 1--LEASE LINE 2300 EMILE-BELANGER, MONTREAL (E) TIME CLOCK _ TO BE REMOVED sazvlNG COUNTER TO BE III p QUEBEC, CANADA, H4R 3J4 TO REMAIN , REMOVED,TYP. I II' rf�yj (E) ELECTRICAL (E) ALARM PANEL 1 (E) ITPLATFORMDI (E) STOREFRONT TEL.: (514) 747-2536 TO BE REMOVED BE I IIIc TO BE REMOVEDSYSTEM FAX: (514) 747-6504 PANELS TO REMAINI / (E) WALLS TO 1 III (E) DOOR TO / SE REMOVETO (E) WALL TO BE REMOVED BE REMOVED / I PROJET/PROJECT: i L _ — — — • . : (E)TO BE REMODUPLEX WALVED, TYL OUP. :'TLET — (E) 3/4" BLACK CHANNEL ALDO REVEAL TO REMAIN 1F WASHINGTON SQUARE LEASE LINE POSSIBLE. REAR SERVICE (E) FINISHES TO BE PORTLAND OR Q1223 DOOR TO REMAIN (E) METAL 57U0 SEPARATION REMOVED DOWN TO 1 WALL TO REMAIN. I EXISTING METAL STUD FRAMING - TITRE/TITLE: REFERTO '/4B DEMOLITION PLAN ,) ".DDEMI/4" = 01.-0L. ITION PLAN lit PROJET NO./PROJECT NO. DESSINE/DRAWN: N 258'1 AMB ECHELLE/SCALE; VERIFIE/CHECKED: _ ELM CONCEPT, ANNEAE/YEAR: PAGE: P:\ALD\190293R1 ALD—Washington Square, Portland, OR\2587.dwg AA I6 DM 40) ALDO ( EWALL CLEAN (E) EXHAUST FAN AND DATE MIS/ISSUED DUCT TO REMAIN 201q-O6-07 ISSUED FOR ALDO/LANDLORD/SAX Re/IEI^! CUT TO REMAIN 201a-06-28 ISSUED PDR BID 4 PERMIT (E) SANITARY VENT TO REMAIN I (E) WATER PIPE TO REMAIN G , O O •® © El) I, //1 / ,-/, ,//// /% , (E) INSULATED WATER (E) RETURN AIR /// �-(E) TENANT DUCTWORK (E) LINEAR SUPPLY (E) MALL DUCT �i / 1 PIPE TO REMAIN GRILLE TO BE /// TO REMAIN AlR DIFFUSER TO BE TO REMAIN / REMOVED,TYP. /// REMOVED,TYP. / / I { //'`\JAL ___II,. /-1 � � I _ �l � I I ,/ y L - - F � I>— � I I I K:\ /// %� II H �I I I /,, G / II { / I I IN 7I,Zi_ I �y //; f —II— -I /I. ,/ ) IL _L �► e-�_J --s- - z - - - I I /y LTA . . /;) II H/ I I I I Jz�i — 11 /% I tr 1 /-//�- 4. ir I II1 / 1 I { n %/�/ (E) STRUCTURAL STEEL �� TO SE REMOVED - PRINT DATE • I I I—II + /// I I 1 r 1I REFER TO SECTION • bl<NEiZAL NOTESc I _ I I I 1 H //j 1 1 I I I I S/DM FOR EXTENTS 1 � � - _ �I� I I I ;;; I I �./ II I I 2019 - C6 - 26 G.G. MUST VERIFY ALL 517E CONDITIONS BEFORE DEMOLITION I I I /// /1 I I I BEGINS. G.C, SHALL COMPLETE SITE SURVEY AND CHECKLIST ON 71 I I I I /// / SHELL PLAN SUPPLIED BY TENANT, TRANSCRIBE ALL CRITICAL I / I I I L /// I 1 j I I 1 DIMENSIONS IN PLAN, SECTION AND DETAILS OF DEMISING WALL 1 — — /// I I I 1 ✓/ GAPS AND BULKHEAD, FORWARD IMMEDIATELY TO TENANT. J Iu1 (E) THERMOSTAT /// I I I I V// Im.—Irli -i - -H IN 7 I ' TO BE REMOVED { // 1 1 L I I /4 G.C. WILL VERIFY ALL EXISTING 517E CONDITIONS AND ENSURE _ - _ - / / / r- //// ITHAT THE II I I II', CONCEPT.PEMOLITION ALL EXISTING FIXTURES NOT NTERFERE WITH THE MUST MUST BE RETAINED NAND EW DESIGN ' NI? - -I I ( SUPPLY I ,,,/,/,,,,,,f//////////////%2 / \ C - ] _ ] L - -/i%j TII— F I I II', STORED A5 PER ALDO'S SPECIFICATIONS. IV\I 1�1 DIFFUSER TO BE / /////////////////// Vj�//�F II— Hill I II (E) TENANT ELECTRICAL 4 REMOVED,TTP. /i/////////////////ice II 1L II IPIN THE CASE OF A RENOVATION OFAN EXISTING ALDO GRP EQUIPT TO REMAIN / %/// II I I IIF 570RE, ALL ELECTRICAL ACCESSORIES, SUSPENDED FIXTURES, g - - _T / IIII STOCKROOM SHELVING OR SHELVING SYSTEM REMAIN THE1!1 --- I 1 ///, IT 7 PROPERTY OF THE ALDO GROUP. G.G. MUST ADVISE THE ALDO // 1 / 1 GROUP BEFORE DISPOSING OF ANY ITEMS. — 1 I G.C. MUST ENSURE THAT NO DAMAGE 15 DONE TO REMAINING (1) AIR TRANSFER (E) MALL SUPPLY /// (E) VAV TO REMAIN V//I I I I PARTS OF BUILDING. DT TO REMAIN AIR DUCT TO REMAIN /// F// °I I IC S.C. MUST ENSURE THAT EXISTING SPRINKLER SYSTEM 15 ADAPTED II TO NEV DESIGN AND MUST COORDINATE ALL WORK WITH WALL TYPE LEGEND MECHANICAL, ELECTRICAL AND PLUMBING. CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WORK = EXISTING TENANT SEPARATION TO BE REUSED WHICH 15 AFFECTED BY DEMOLITION. IF WALL TO REMAIN ASBESTOS APPLIED BY PROJECTION OR TROWEL 15 FOUND DURING DEMOLITION, HALT ALL RELATED WORK AND ADVISEip EXISTING WALL TO REMAIN TENANT IMMEDIATELY. DEMOLITION ABOVE CEILING PLAN 0 `j 1/4" = 1'-0" EXISTIN& WALL OR ELEMENT ALL DEMOLITION WORK MUST BE PERFORMED BY RELATED N TO BE REMOVED SUS-TRADE CONTRACTOR AS OUTLINED ON THE DRAWINGS ° 1 I 201ci-o ,-2s ALDO, LANDLORD 4 SAJO COMMENTS (E) EXHAUST FAN 1 N7 8'-0'A.F.F. TO REMAIN __I6YP.BD.GL6.* NO. DATE REVISION TO REMAIN THIS DRAWNG HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF c a (W FLUORESCENT STRIP THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE FIXTURE TO REMAIN LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR • TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WTH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY L___(.1 Z LAY IN FLUORESCENT FIXTURE TO BE REMOVED, TYP. O • 0 0 4:1)) 0 011 1 SHREMSHOCK .4 (Fa EMERGENCY 1 LIGHT TO REMAIN Shremshock Architects, Inc. 7400 W.54C ampus Rd. I Suite 150 I N5 ew Albany,OH 43054 r".. (E) SUPPLY AIR (E) RETURN AIR GRILLE DIFFUSER TO BE TO BE REMOVED,TYP. -AIRLDIF'FUSER TO BI: t:fi14 5 455 f:614545 ock, shtemshock.com Gerald S.Shremshock,Architect REMOVED,TYP. REMOVED, TYP I Timothy J.Shremshock,Architect ' � D AR C � �I� � ! a'-113/4^ /,' I / / I! II 11 [ I II I1 l > 1r1o'AF.F. So_ III // \ J/)L �LJL_ J- - - - - Hi_ - - - }+ - - - �I- - - - �} — 4 — - � �1r1oBRMovm 2'X4'A.G.T.GLC. // >>/ 11 I Ij 1 1518'A.FF. I TO BE REMOVED III �; ��; t�; { / 11-4�`I r/8"A.F.F. fl F f l • ; I`II .111q el, I �� /// TOIBER OVER I' { I TO E.EMO ED.CIA l fi :ill I k, I I I (E) MARKETING RAIL GERALD S.SH MSHL1i:K I )/ I N 71 p > / , ,_; I I I (y) l I I ;`, f —II:1 r �/ I iI /37i7 I TO BE REMOVED .: J LZ\ I- 1 I I I II I� {�I I (E) MARKETING GRID 1 r -- a'-T VT A.F.F. M _ I = -1 E. = I _#I tff 1 . L (� — — I GYP.BD.SOFFIT i _, I�1 I TO BE REMOVED �� r—n—� N71-7_, _ TO BE REMOVED I �I I,.. 518"A.F.F. I 1` I LEASE LINE -, I I •-, I '1� 1 GYP.BP.GI-G. I 11 I �` \ I —ir 7 �% �+` 6/26/2019 9'-10 518'APP.411._ _r / _ / k-./ 'TBE REMOVED 1 / \ I (E) ACCESS PANEL O.I O 11 GYP.BD.GL6. ! I 1 1 I I/ \I I I 11 TO BE REMOVED �J �`� 1,,...._, �`� TO BE lVE17 I i ITI I I'� I/�"AF.f.h I I ss 112 A.PF, I I'� I/2"A.P.F. _-- f AUX WOOD BEAM 1#AUX WOOD BEAM 1 I FAUX WOOD BEAM I 1 (E) EXIT SIGN TO BE 1 1 I I LLIJ ITO BE REMOVED Ifo BE REMOVED I TO BE REMOVED `11 I I REMOVED ALDO 1�/ �`./ ,_/ ��/ ,�/ �f t �`/ , ! I ' I I I I (E) RECESSED SPRINKLER Vr)- IL I ll I I'-5'R.F.F. 11'-5"A.F.F. I I I I I HEAD TO BE REWORKED — A 6'-11 1/2'AF.F. 9'-11 112'A.F.F. GYP.BD,CL6. FAUX WOOD BEAM FAUX WOOD AEIFAM rAUX�WOOD ABEAM GYP.BD.GLC. 1 { (-11 I FOR NEW CEILING, TYP. / TYP.F.R.OPENING' I Y .BD.GL6. TO BE REMOVED r A TQX13E REMOVED T BE REMOVED T BE REMOVED TO BE REMOVED (E) EMERGENCY LIGHT / I TO-BE �- =1-0,BE REMOVED 1 / P I I iI I 10'-II 314'A.F.F. 2300 EMILE-BELANGER, MONTREAL /_1 L 1 '7 Ii, / I / I r�� ��} / ` -� ENTRY CEILING N�U.Hoc�` — — -) / J `� N I 1 �1 H ,_/ — �\II _, I I ' (�., I t�, y y To BE REMOVED QUEBEC, CANADA, H4R 3J4 — I_ I 1\ N I I J _ I �EQ � rjf _ .; 1 FIJI•Ir ) II{ I TE=L.. (514) 747-2536 I �r I I - 1 I I I ;I x111 I III FAX: (514) 747-6504 (E) MARKETING RAIL 1/71 i I I - %i /y . 1 .-/ i/ ` J '-} U_; :i11 r PROJET/PROJECT: J ! { I I �_ II TO BE REMOVED 9'-10 5/b'A.F.F. 4'-3'AFP { ^i° ~ — ii I TO GYP. BD.G�L6 I I T GYP.ESD.SOFFIT I I'-1I 518°A.F.F. I tf .I 1 IP TO BE REMOVED VP.ESD.CL6.* I1) II (E) MARKETING GRID I TO BE REMOVED ALDO 9'-I 1316"A.F.F. 1 -) `/ I I SQUARE (E) EXIT 1 - - I TO REMOVED +! - - { - - - - f- I WASHINGTON GYP,ElD.GL6. � 4'-113/4" TO SE REMOVED — I I I I GEiLIN6 ABOVE PLAT r TO REMAIN L 11 TO BE REMOVED 'ORTLAND OR .17223 11 WATER DAMAGE IN TH15 - (E) HALL SCONE TO (E) ACCESS PANEL (E) RECESSED 11 TITRE/TITLE: /� AREA - S.C. TO INSPECT BE REMOVED,7YP. TO BE REMOVED EMERGENCY LIGHT TO 1 I DEMOLITION CEILING PLANS DECKING IN THIS AREA BE REMOVED, TYP. PROJET NO./PROJECT NO. DESSINE/DRAWN: f3DEMOLITION CEILING ELANip 2581 AMS 1/4' = I'-0" CIELLE/SCALE:- VERIFIE/CHECKED: ELM N CONCEPT, ANNEE/YEAR: PAGE: P:\ALD\t90293R1 ALD—Washington Square, Portland. OR\2587.dwg AA 16 DCi ALDO DATE EMIS/ISSUED 2014-06-0T ISSUED FOR ALDO/LANDLORD/SAJO REVIEW 2014-06-28 ISSUED FOR BID 4 PERMIT I I GENERAL NOTES I I. THIS SURVEY 15 TO BE COMPLETED IMMEDIATELY AFTER DEMOLITION AND RETURNED TO THE DESIGNER BEFORE COMMENCING CONSTRUCTION. 2. PLEASE COMPLETE ALL DIMENSIONS INDICATED. PLEASE NOTE THAT ALL DIMENSIONS SHOULD BE CLEAR 1 X I DIMENSIONS (FROM THE INSIDE OF ONE WALL, OR COLUMN, TO THE INSIDE OF ANOTHER). IF WE REQUIRE DIMENSIONS CENTER TO CENTER, IT HILL BE SO NOTED. S. ALLaaDIMENSION SHOULD READ 0'-0" TO THE CLOSEST \ n i PRINT DATE I/Cl" I 1 •r 4. THE EXISTING DRAWING 15 TO BE USED A5 A REFERENCE L� 1 2 01 9 --- 06 - 2 6 ONLY AND 15 NOT TO BE ASSUMED ACCURATE. PLEASE I REVISE THEM AS ACTUAL SITE CONDITIONS. 5. -- FIELD DIMENSION BOX - 1--- 6. UPON INITIAL SITE VISIT, VERIFY ALL EXISTING CONDITIONS (I.E., OVERALL DIMENSIONS, CONDITION OF 1 CONCRETE SLAB, LOCATION OF SERVICES, STRUCTURE, CLEARANCES, ETC) AND REPORT ANY DISCREPANCIES, OMISS#ONS, OR OBSTRUGTONS THAT WILL AFFECT THE v o LAYOUT OR DESIGN OF THE SPACE IMMEDIATELY TO THE DESIGNER. T. G.G. TO VERIFY ALL FLOOR ELEVATIONS AND REPORT H ANY POTENTIAL VARIANCE FROM THESE PLANS. 8. REPORT ALL ITEMS TO REMAIN BELOW 14'-0" TO PROJECT I MANAGER AND SHOW GRAPHICALLY ON DRAWING. 411) ' • •. .. \ 9'-44'4" 0 SITE VERIFICATION SECTION 1/4" = I'-0" — — \ ;'g (t) .1 - - Iii -I '-63 .--5% I 2014-06-2S ALDO, LANDLORD 4 SAJO COMMENTS ` m NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. CO © •® COCD ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND CDDISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. 11 DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY � � SHREMSHOCK _ Shremshock Architects, Inc. 9'-3" ,� 53.-11" 2'-0'4" Y 7400 W.Campus Rd. I Suite 1501 New Athany,OH 43054 t:614 545 4550 I f:614 545 4555 1 shremshock.com Gerald S.Shremshock,Architect • - „ Timothy J.Shremshock,Architect I ' S D `RC GERALD S.SHREMSHOCK 1 - - tea 376 . I n I OF 6/26/2019 l `, ELECTRICAL 57185 IN 1 ALDO FLOOR FROM FORMER TENANT GASHINRAP I Aik ' I Gr — h\6 3'—.34t4" l2300 EMILE-BELANGER, MONTREAL 3'-34'4" Y, 2 -s�4 ,, QUEBEC, CANADA, H4R 3J4 ■ TEL.: (514) 747-2536 o \ � FAX: (514) 747-6504 PROJET/PROJECT. ALDo Y'IASH I NGTON SQUARE PORTLAND, OR cf1223 TITRE/TITLE: SITE VERIFICATION PLAN eaSITE VERIFICATION PLAN lit PROJET NO./PROJECT NO. DESSINE/DRAWN: 1/4 = l'-0'1 2581 AMS N ECHELLE/SCALE: VERIFIE/CHECKED: --- ELM CONCEPT, ANNEE/YEAR: PAGE: PAALD ALO—Washington Square, Portland, OR\2567.dwg AA IS 5\/ 5TOCKROO4 5141.VIN6 4 GAPAGITY Mobilier / Furniture, Aldo April-29--2019 Mobilier / Furniture, Groupe Aldo February 2019 � NEW SHELVING FOR SHOES BOXES(W1NTi t) : i35 8A00 Concept: AA 1 6 Concept: GA 05Al_ DO , DETAIL DESCRIPTION DETAIL DESCRIPTION I� NEW SHELVING FOR SHOES BOXES(MINTER) : 135 8A01 1505 �� NEW SHELVING MOBILE TYPE BOXES (WINTER) : 142�C0) 0A20 Front lite sign mounted on non-glass panel SA01 Etalex 15h. Deep Shoes section Type A eP, DATE !MIS/ISSUED 155,,c62p"214.1 NEW SHELVING MOBILE TYPE BOXES(WINTER) : 1080 8C22 0020 Ihlumhated cellhg mounted black bladesign 8801 Etalex 15h. Deep Handbags section Type B a� NEW SHELVING MOBILE TYPE BOXES(WINTER) : 4800 : 201.1-06-01 ISSUED FOR ALDO/LANDLORD/SA-JO REVIEW I„p, GP ID635P SPECIAL Eft x lift Backbar KIT w/ShoeCcre 8002 Etalex 3bh. Wide Shoes mobile section T G I moo OTHER SHELVING TYPE, WITH SHOE BOXES * BOXES(WINTER) :45 8100 201.1-06-28 ISSUED FOR BID 4 PERMIT see�� 2A00 Typical women shoe set-up 8C22 Etalex 12h. Wide Shoes mobile section TO e G . slob OTHER SHELVING TYPE, WITH SHOE BOXES * BOXES (WINTER) : 10 8101 See Pi 2A01 Typical men shoe set-up 8042 Etalex %in. Wide Shoes mobile section Type G Isebexpi171 OTHER SHELVING TYPE, WITH SHOE BOXES BOXES(WINTER) :210 BJOl l 2800 Typical Imdbag set-up 8F00 Etalex 12h. Deep Hirrid shoes and coats section Type F 567:)r lrr1 OTHER SHELVING TYPE, WITH SHOE BOXES * BOXES (WINTER) : 33 8K01 Vc OTHER SHELVING TYPE, WITH SHOE BOXES * BOXES (WINTER) : 110 :N00 2003 Freestandhg black wall mrror 8400 Etalex 12h. Deep Accessories section - no pole Type H Isee2i OTHER SHELVING TYPE, WITH SHOE BOXES * BOXES (WINTER) : 61 8000 2E05 Men's Accessories Set-Up Premum 8J01 Etalex 15in. Deep V.P. section T1ype J LPI i35I702� OTHER SHELVING TYPE,WITH SHOE BOXES * BOXES (WINTER) :210 SDO � ) 21400 lift. Shgle armoire KIT 8N00 Etalex 12h. Deep MP3 and microwave section Tie N 21401 I Ift. Double armore KIT &POI Mobile Shelvhg Glipboa^d 5H0e$f30)(15 WINT is 478 TOTAL(2855 WHEN/ 4403 NH') 21402 I Ift. Trple crmore KIT 8PS02SF SPECIAL ITEM NOT SPECIFIED FOR BANNER GA05 51.7NRRt 58 lb TOTAL(3484 WOKN/2326 fliN 2430 I Ift Left gable KIT 8000 Etalex 12h. Deep Mix aid da•nage section Type 0 * NOTE: T41E5C BOXES ARE COMPILED FOR CAPACITY PURPOSES ONLY 21431 11ft Rk It yrble KIT 85002 Etalex 24h. Deep E Commerce Shpphg Desk Type 517 SeffigatiEnienieiffitalMi O t4Eenrot1. p ceit �PAGE FD- CD ETIf=E1A IJtiR IEia]'Palel flte NOYFTSECISUREitallRr 1 WI% 11r-INSIAEIFOCR BERSEESNEOSAMiliAGSIN I00 (86014 3A01 4ft. Display Table w/Sere KIT itibeittaFtaffMIVAPER,ME PAi ' ,' ,�, PRINT DATE : 3804 36h. Bench ��•0:444 7 gi`-� ,•1' 4141490;4t,"4:4141•4:illt-.ac'3`_w. tieSgl#4,1 ., i-�i i. Ni/i* 1. �I . ; .:...,, �. . "=. . ,-.);,40;" • i '..�., ►.r... . .. ,A,, 2 019 - 0 6 - 2 6 3011 Accessory Rack 6I6 Patiel KIT l�thl@�► 11Fg1I ... = • . ',,,:,.a ArilttAILMSILMIRMESMEODREAVAILCMOSIEVEMA ORMIONOlekegrrAgE 31214 Han T stand ',UTILISATION.LIIr1STALLAATa1R DOIT 119611lmk!)c CODES Du 13ATIMENT ET/OU LE GUIDE ',INSTALLATION POUR L'A55EMEil.A6E. 5A02 50h Window Display Table KIT AREA STOCKROOM: L 5610 (16in Sliding Poster System STOCKROOM: LOWER LEVEL b4.1 sq.ft. (46.8%) 5610 331n Poster tube system UPPER LEVEL: (n.a.) 5ALE5 AREA: -M I sq. ft. (532 %) 5X08 Storefront LIghtbox 28.5x85 TOTAL ARTA(LEA51N6}. 14q0 eq.ft. 1600 Supply armo're 8A00 Etalex 12h. Deep Shoes section Type A Mobilier / Furniture, Aldo April-29-2019 Concept: AA 18 4//J} DETAIL DESCRIPTION IK03-N NEV Double Cash KIT L 0Th&tfE11L TMEN PAGE F77- 1 �1 I ci /7°7: I I ; ► rt91RI�F6c,ihlfdlN4 iawlreT�,cr�+ , 1 - - .la��jy .7 ,-;c,:: a u.r,w ..:)Er.+� qrl ._ia'7i�.,3'•� 15. �' I L_) J "; �'�C'- 1��; !' ' }" r •", '�1`I ?. ';1►�!�� L I 204 -Ob-28 ALDO, LANDLORD 4 5AJO COMMENTS koggitagItt \ .-,r4#14211~51WrItliFiVin P IaMOLe ���eE'start 11 NO. DATE REVISION DUT1LisnrloN.L Ix5TA1LAT&4t noir llRI�6Uc coDEs w eArIMENT ET/OU LE GUIDE ','INSTALLATION POUR L'A55E1•�LAbE. $Soo 3 • THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF 110'-0°H. THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE Th4.'-(6"11) LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR I TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. io'-0•+�. .---\\: ------ O 0 ® © 0 ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND 33 I / \ DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE +� PROCEEDING WITH THE WORK. 80 I d NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. 02 3 1 `' DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION Al. ONLY 3 H.BAGS' SECTIONS(IP 5 MEN'S SECTIONS (5 TW. SECTIONS + 1 ACC. SECTION) A2A01 2L05 5X08 , ii! 1 70C-0"1.17- ._... - - gyp- - - - - mI - - - I - II - IShremshock Architects, Inc. L_ -- _ II _ � - IL_ . -- . 7400 W.Campus Rd. Suite 150 I New Albany,OH 43054 $ o$ I A a \ d H3p� 24016 2H31 AA �. 1' 2H0)� A 3 �"" ' AAH01 - t:614 545 4550 I f:614 545 4555 I shremshock.com _ $(.U2 2 m g BAO - 2D03 430 t1u']r• 2003 `H3� 00 10-0 H. rj Gerald S.Shremshock,Architect " ' A a A o "� as 6h AA , Timothy J.Shremshock,Architect I 1 8CO2 nlz n1= ry = 8801I I 5A0 ^ q 1y Aa , .� 1- 5010 � D Ai lir h A o , dS l t o :o B§1 _ 375, Q 2400 I SALES AREA' 1D b co I L(6---It 19 1 A o / \ \ SB10 ^•-, I •S02 r - 7 tl, N I I 2 x • \ AA 16 _ r_ I IIIQ 4 AA ,6 3'-5%"I til 1- 1 0-1Z n 3014 I 131100 3'-2" rfl 0 o �• .\ 2430 J 3D11 - 0'-0�H� o 4 -� 11 3, )a., 1., 4 u GERALD SHREMS s +� 4�BHGDU� - - -- �� --- - / / I BACKING___/ Ap° HA - 2'-6” osis \ J3AC) _ J 0 f f[1 v- a 0 NDESA5S , I ca A o 3'-0" 4) AA 16 �O�i _II 5!• il ) fir , 4. / ,,,,,%,______ r rs� O VP I �BND a ,aN \ ,....,3110,1„, 3A01 �E•� 15TOGKROOM� A "' 1K03 3'-0" / I AA ,6 l (N) STOREFRONT oazo [fir /��, � BFO', FE 1 1/ ( _ J 3844 1 OP d 6/26/2019 / \ ROLL-1./P GRILLE 11 3'-B�j$' _ 'r11 II y AA-Ti u (N) BLACK i r -- ! - - ) GADINET J o � ��� 1 f, 2'-6" 1 \ IF' II 1 , AA 16 SDO 11 N 'I 8• - - - - - �- `�L \ ' app 5C10 I Al_ DO 1 =IE I O 1 4-1' \ 03 . AA 16 \ /J nT AA 16 I � � � CD 5810 (E) TIME I1 - - - - >G - 8C22 ZJI ' - 0020 Z 0 5X08 5A02 _ AA 6 CLOCK 4'-10%4" ^rn al �` - =1 b�_ , 2'-6" , (---n-- I l - 2469 } 2300 EMILE-BELANGER, MONTREAL 1 1 1 I+'] 1 A 1 ,� AA 1. A 1. AA 16 } A 1 AA i AA 16 AA 1. AA 1. •r+3 QUEBEC,I �} (E) ELECTRICAL I 1 1 I 41 2431 C2HD11 2H30 2D03 2H31 ® ` QUEBEC, CANADA, 1 411 3J4 } 2401 2430 2003 HO 2H30 PANELS A o p o I I / EIIEIII 17 4` - 71 7 -� TEL.: 45141 747-2536 ASO - 5W 5W L - = - _,,h L SEL_ l,1 , - LEASE LINE AND LINE FAX: (514) 747-6504 OF BULKHEAD ABOVE 7 WOMEN'S SECTIONS znoo PROJET/PROJECT. 1 ALDO WASHINGTON SQUARE PORTLAND, OR c11223 TITRE/TITLE: A FLOOR PLAN FLOOR PLAN I 1/4" = I'-0" PROJET N0./PROJECT NO. DESSINE/DRAWN: N 2581 AMB ECHELLE/SCALE: VERI FIE/CHECKED: ___ ELM CONCEPT, ANANEAE/YEAR: PAGE: PAALD ALD-Washington Square, Portland, OR\2587.dwg AA lb I ALDO AA16 FINISH LEGEND ISSUED: NOV. 2018 ALDO AA18 FINISH LEGEND ISSUED: FEBRUARY 2019 11. L D 0 TYPE OF MATERIAL I DESCRIPTION TYPE OF MATERIAL I DESCRIPTION PANT VINYLPAINTED DRYWALL REFER TO INTERIOR DATE EMIS/ISSUED aillia PAINT MANUF.: SHERWIN WILLIAMS AA VINYL FLOORING MANUF.: MANNINGTON ELEVATION FOR FINISH (STOCKROOM FLOOR) SUPPLIER: SHERWIN WILLIAMS `4r (SALES AREA) SUPPLIER: MANNINGTON COLOR COOS : TO FOLLOW (W1-2Y-21-%, COLLECTION: SPACIA2011-06-01 ISSUED FOR ALDO/LANDLORD/SAJO REVIEW N1-4Y-41, R2-14, Y3-4Y-25, L1-5, Y1-10) COLOR CODE: SS5W1010 ' Yp" COLOR NAME; ALDO GOLDSTONE COLOR NAME: EDEN OAK • COLOR REFERENCE: PANTONE COLOR REFERENCE: N/A 201c4-06-28 ISSUED FOR BID 4 PERMIT TYPE: WATER BASED EPDXY SPECIES: OAK FINISH: SATIN (15-25 UNITS 085') TYPE: VINYL .• SPECIFIC INSTRUCTIONS: FINISH: Quantum Guard HP FOLLOW MANUFACTURERS INSTALLATION SIZE: 7.25" x 48" x 2.5mm INSTRUCTIONS SURFACE PREPARATION: V-GROVE: Micro-beveled edge '...'..% CSP 1, 2 OR 3- DEPENDING OF THE SLAB CONDITION. GC TO ADVISE CLIENT. NOTES: REFER TO GENERAL SPECIFICATIONS FOR COMPLETE FINISHES, APPLICATIONS AND PROCEDURES REEFER TO THE FLOOR PREPARATION GUIDE: REDUCED PAINT AS PRIMER: APPLY ONE (1) COAT OF $ PAINT DILUTED WITH WATER ( 1 PINT OF WATER TO 1 GALLON OF PAINT) ARMORSEAL 8100 WATER BASED EPDXY, 870-8160 SERIES SATIN FOR NEW SURFAC 1/2" IRK. x 4" MDF BASEBOARD APPLY TWO (2) COATS OF FINISH PAINT-ARMORSEAL PAINTED 8100 WATER BASED EPDXY, B70-8160 SERIES. LOW • `; VOC (LESS THAN .42LB/GAL) • FOR ALREADY PAINTED SURFACES: APPLY ONE (1) COAT OF FINISH PAINT- t a • ARMORSEAL®8100 WATER BASED EPDXY, B70-8160 SERIES. LOW VOC (LESS THAN .42LB/GAL) 4. VARIES :' OPTION FOR INTERNATIONAL STORES ONLY: ICI DULUX GOLDSTONE OOYY 19/261 WALL BA:CBOARD SECTION b' : I'-0' aa2k PAINT MANUF.:SHERWIN WILLIAMS 16;'Y (SALES AREA AND SUPPLIER: SHERWIN WILLIAMS STOREFRONT WALLS) COLOR CODE : TO FOLLOW (81-10Y, W1-4, N1-1, Y3-X) COLOR NAME: ALDO BLACK COLOR REFERENCE: PANTONE BLACK 6C TYPE: WATER BASE 100% ACRYLIC LATEX FINISH: EGGSHELL (20-25 UNITS 085') PRINT DATE : APPLICATION: 1-APPLY ONE (1) COAT OF PRIMER PROMAR 200 0 - VOC, B28W2600 SERIES IF NEW SURFACES. "U" CHANNEL TO WALL TO BE PAINTED WALLS TO BE PAINTED r` 2-APPLY TWO (2) COATS OF PAINT PROMAR 200HP G SEPARATE FINISHES WHERE VISIBLE $ BEHIND INSIDE WALL FIXTURE, it 2 019 - 0 6 - 2 5 VOC. B2D-1900 SERIES. �l;� NOTE: IN CASE OF ALREADY PAINTED SURFACES, G.C. MIRRORS aiL SEE DETAIL 13/313TO VERIFY TYPE OF EXISTING PAINT FOR 11 -5 4 CEILING FINISH® � !Pm 11'-5 COMPATIBILITY WITH NEW PRIMER. U/5 TENANT SOFFIT '' / OPTION FOR INTERNATIONAL STORES ONLY: ICI DULUX FINISH 1 1 U/5 SALES AREA DARK SECRET #OONN 05/00 F / / / \ / 64" x„..,32"..' 64" x...13-2"--- 64" x / SIA PAINT MANUF.:SHERWIN WILLIAMS I 16 `'' (STOCKROOM ENTRANCE SUPPLIER: SHERWIN WILLIAMSWILLIAMS2�irr,r�i x 813mm 162�im rl�x 813mm 62f �ix 813mm AND STOREFRONT COLOR CODE : TO FOLLOW (B1-10Y, W1-4, N1-1, Ar ,6 LIG�iT gOX / / / / CEILING) Y3-1,4) $X08 • V 85" I I / ' I I It- /1\ U/5 STOCKROOM ENTRANCE COLOR NAME: ALDO BLACK 124mmA\2159mm / I \ COLOR REFERENCE: PANTONE BLACK 6C 5C10 _ / , I I / , I I , ref: / 1 \ TYPE: WATER BASE VINYL ACRYLIC ATEX I I I • FINISH: FLAT (1.5-3.5 UNITS ®85') I MALL AREA / / I \ sTOCKROONI� APPLICATION: ' \ / \1 APPLY ONE (I) COAT OF PRIMER PROMAR 200 0 �AO� AA ,6G 16 I \ AA 1. AA i M 1 2A44 AA 1 A04 VOC, B28W2600 SERIES IF NEW SURFACES. METAL - 2A00 2A00 2A4o i 2A40 2-APPLY TWO (2) COATS OF PAINT PROMAR 200 0 GLADDIN6 / VOC, B30-2600 SERIES. - \ / NOTE; IN CASE OF ALREADY PAINTED SURFACES, G.C. FINISH _ I - / I 1 I 1 / I I I I \ ® / TO VERIFY TYPE OF EXISTING PAINT FOR �{ COMPATIBILITY WITH NEW PRIMER. I �/ I \ I / UPTON FOR INTERNATIONAL STORES ONLY: ICI DULUX r- HTI \ I / DARK SECRET #DONN 05/00 0' 0" N 1 I t \1/ - j PAINT MANUF.:SHERWIN WILLIAMS AA 1: AA 1 A 1 AA 16 AA 16 A �te ALC$11 M 1. En; 16 M 1 A 16 C4.4-16> M 16 M �1 V•17 h II 2001 2H31 2003 H30 2001 0366 �B00 (SALES AREA WALLS) SUPPLIER: SHERWIN WILLIAMS 5A0 203404 CH31 2003H30J COLOR CODE : SW 7006 COLOR NAME: EXTRA WHITE REFER TO DETAIL COLOR REFERENCE: TO MATCH WHITE WALL PANEL A/3B FOR BLOCKING W41 INFORMATION TYPE: LATEX FINISH: EGGSHELL APPLICATION: • INTERIOR ELEVATION 1-APPLY ONE (1) COAT LATEX PRIMER A 1/4" = 1'-O" PROMAR 200 0 COV B28W2600 SERIES. 2-APPLY TWO (2) COATS ACRYLIC PAINT PROMAR 200HP 0 COV, B20 1900 SERIES WALL TO BE PAINTED WALLS TO BE PAINTED A;, PAINT MANUF.:SHERWIN WILLIAMS WALL BEHIND LIGHTBOX WHERE VISIBLE 4 BEHIND INSIDE WALL FIXTURE, fik I 2011-06-20 ALDO, LANDLORD 4 SAJO COMMENTS W (SALES AREA CEILING) SUPPLIER: SHERWIN WILLIAMS COLOR CODE : SW 7006 CEILING FINISH TO BE PAINTED MIRRORS y SEE DETAIL 13/3E313/3E3«r COLOR NAME: EXTRA WHITE (r1:75: . SEE DETAIL G/2 CEILING FINISH AA \ ( NO. DATE REVISION COLOR REFERENCE: TO MATCH WHITE WALL PANEL [Sl 11'-5" W41 UIS SALES AREA —L\ I I I I �� — U/5 SALES AREA THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF TYPE: LATEX '—`\\I '1\ I it I \ I FINISH: FLAT \ II II \ / N THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE SPECIFIC INSTRUCTIONS: REFER TO C..D. SET I II II I \ \ M ,aa�� / LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR OR M.D. BOOK FOR ANY DETAILS. 1 II II �\ �402aJ r% TO EXPLAIN COMPANY CONSTRUCTION STANDARDS, APPLICATION: II II = = 1F3. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND 1-APPLY ONE (1) COAT LATEX PRIMER 7 II IT- PROMAR 200 0 COV, B28W2600 SALE 1\ II Ii 1 SALE 1 6' -6i" DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE 2-APPLY TWO (2) COATS LATEX PAINT I POS 1 I ; POSTER 1$29�rr9,4mm �_ PROCEEDING WITH THE WORK. PROMAR 200 0 COV, 630 - 2600 SERIES 32 X o C o 0 0 0 NI 32" x 4` ``� " I SI5�irn x I SIS m x I _ / \ .,. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. CNG TILE _ i 13'IOmr,, I Is�omm / \ 2800 DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION 4s melon (sA� Iov / V AA w._-, ONLY ACOUSTICAL TILES ARMSTRONG #823 'CORTEGA" 2' x 4' SQUARE ONLY) I \ oNLY) OPEN TO / N ©(STOCKROOM) LAY-IN MEDIUM TEXTURE - FIRE GUARD - L _ - iti) -- P� s — - STOCKROOM4'"""1" SHREMSHOCK COLOR: WHITE \ \ \ s ENTRANCE '` Pte ' 7/* I j wooD N/ Shremshock Architects, Inc. A" BLACK LAMINATE MANUF.: FORMICA I N • - r=� (STOCKROOM ENTRANCE, SUPPLIER: FORMICA -vE/ / :: • 7400 W.Campus Rd. I Suite 150 New Albany,OH 43054 ARCHITECTURAL COLOR CODE: 909-AN D' 0" ri II - \ f t:614 545 4550 I f:614 545 4555 1 shremshock.com 1 `_ (Tho, Gerald S.Shremshock,Architect FEATURES) COLOR NAME: BLACK —- ' Timothy J.Shremshock,Architect COLOR REFERENCE:N/A M 16 AA 16 AA 16 AA Is xA 1• AA 1�6 AA 1: T TYPE: PLASTIC LAMINATE 5A02 5C10� 5A02 5C10 2041 00 2H30 -(2000 41150 2001 I �y U TYPE OF SUBSTRATE:PLYWOOD/MDF OR ® BA5ET3OARD FINISH 4J ADJJST THIS REFER TO DETAIL Y` � PARTICLE BOARD �'j'� t.Y' �1f FINISH: INFINITY-MArrE(FINGERPRINT FREE) REFER TO DETAIL E/I• PIECE ON SITE A A/3B FOR BLOCKING ,� INFORMATION T LES 1T BLACK MATTE G INTERIOR ELEVATION INTERIOR ELEVATION GERALD S.SHREMSH K `e CERAMIC TILE 24"X24"CERAMIC TILE, "PIETRA CELTICA" (BLACK) „ •_ 1-0„ , I/4" = I'-0" • �s(.7 • (OPTION MALL CONTROL STONE SO #KM.SO-PCT.2424.MT BY TULLE OLYMPIA A /4 ZONE, REQUIRED ALL GROUT TO BE 3/16" WOE MAXIMUM, MAPEI /` -. SCENARIO FOR WOOD (BLACK#10) de; !lliiir( �+` 026 2019 VINYL) WALLS TO BE PAINTED 0 �'�pxn V� v� METAL INSIDE WALL FIXTURE, SEE DETAIL B/313 fa SLACK METAL. EQUIVALENT OF ROY METAL VW (SALES AREA BLACK METAL 1N05, MATTE 1-5% SHEEN WALL TO BE PAINTED "U" CHANNEL TO FURNITURE) RAL EQUIVALENT #9004 WHERE VISIBLE 4 BEHIND SEPARATE FINISHES -\ ALDO OTHER EQUIVALENT: .0136 PC CUSTOM MATTE BLACK POWDER COAT BY APL11'-5" CEILING FINISH MIRRORS �• 11' S" BLACK METAL DURACRON K90212, MATTE FINISH U/5 SALES AREA Al iU/5 TENANT SOFFIT BLACK METAL RAL EQUIVALENT #9004 FINISH Ah (STOREFRONT) �2�� ,�/ f\ / M ,6 `s� 2300 EMILE-BELANGER, MONTREAL 64" x64" x.32 64" x .25C10 Ala META1 FINISH BLACK #33 ANODIZED ALUMINUM AS "UNITED STATES 162 r, x 813mm 16;6Fr<x 813mm 2 16 x 813mm M 1. QUEBEC, CANADA, H4R 3J4 'Kir (STOREFRONT BASE/ ALUMINUM CORPORATION" (CR. LAURENCE) / / / LIC T P0X 5X08 T HARDWARE) (APPROVED EQUIVALENT #1201 BY API) - / / AA 1: # 128 '\11 TEL.: (514) 747-2536 NOTES: REFER TO GENERAL SPECIFICATIONS FOR COMPLETE FINISHES, APPLICATIONS AND PROCEDURES .---�,. - A 2E05 I I� # I • I]24mmi1�59mm METAL FAX: (514) 747-6504 / I I_ I \ f / I E, I I� I / \ /CLADDING, - I I I I I I h I / \ FINISH,.7 PROJET/PROJECT: ,—, 7----±7—± ISTOGKRODM� , N , A 1 r i/ - L i/ , A I ± , 1- • i I MALL AREA ��0 �--. BO BOO AA 16 ,, 2A01 .' — C2A0� I I ; I I I I I WASHINGTON SQUARE • ■ pORT�AND, OR X7223 1 'H I/ r r O' 0,. TITRE/TITLE: II M1'. INTERIOR ELEVATIONS co., 1 16 .l 1 AA I• AA 16 AA 1: AA 16 AA 16 AA 1 AA 1. AA1•2HOQG� \____(6_, 20300) 2001 2003 2030 2001 2H31 2003 2H34� 204 SAO PROJET NO./PROJECT NO. OESSINE/DRAWN: BASEBOARD FINISH 4A REFER TO DETAIL REFER TO DETAIL E/I• A/3B FOR A INTERIOR ELEVATION AMB BLOCKING A I/4" = 1'-0" CHELLE/SCALE:- VERIFIE/CHECKED: INFORMATION ELM CONCEPT, ANNEE/YEAR: PAGE: P:\ALE}\19029381 ALD-Washington Square, Portland, OR\2587.dwg AA I6 1 A ALDO ELECTRICAL LEGEND ISSUED: APRIL 2019 RCP GEWRAL NOTES N, US/CAN/INTERNATIONAL I. ENTIRE SALES / STOCKROOM FLOOR AREA TO BE FULLY - 3 5/8" METAL SW 916" A L D 0 A A 16 I Ila CHANNEL ® 4 o c c MAX. O.G. (MIN. 5) ALONG,UD ' SPRINKLERED IN COMPLIANCE WITH ALL CODE 3 5/8' METAL ST .c SIGN ELECTRICAL EQUIPMENT LIGHTING FIXTURE REQUIREMENTS - REFER TO M.E.P. DRAWINGS CONTINUOUS F.R.T. 2. 6.C. MUST MAINTAIN ACCESS TO LANDLORD'S HVAC, WOOD BLOCKING GALVANIZED STEEL HANGER WIRE CONTINUOUS F.R.T. WOOD DATE EMIS/ISSUED SUPPLIED IMAM D BY SAL CONTRACTOR II suFPLlm AMm INSTALLED BY c Ru CONIRACTDR I ELECTRICAL, AND PLUMBING SYSTEMS, INCLUDING ►" T Nola 5YV6 4'-0" c.c. MAX. l BLOCKING No TTE]LI sYlsa DESQiIPTION QTY ND SYMBOL DESCRIPTION IMP DESC FINISH CLEANOUTS, VALVES, DAMPERS, "J" BOXES, SMOKE 1 201.1-Ob-O"f ISSUED FOR ALDO/LANDLORD/BAJO REVIEW I I I I I I I ISI I I I DETECTORS, ETC. G.G. TO SUPPLY AND INSTALL ACCESS •_.' o DS (Ix) 17 WATT LED 4000K PANELS FLUSH WITH ADJACENT FINISHES A5 REQUIRED TO I RECESSED WITH TRIM PULL-DOWN -e- CONVENIENCE DUPLEX OUTLET 20A-120V AT It A.F.F. (UNLESS OTHERWISE 1 . CRI 80 20'BEAM #1968 EMBOSSED `'' ... 201.1^0b^28 ISSUED FOR BID PERMIT - I 32 - w, SINGLE LED UNIT 16 PERMIT SERVICING TO ALL EQUIPMENT LOCATED ABOVE THE _ NOTED) BY'DECORA SERIES', WHITE REFER TO CONSTRUCTIONS DRAWINGS BY"REGGIANI' LUMEN"NON-REPLACEABLE MATT WHITE ILED SOURCE' CEILING. IF G.G. 15 DIRECTED BY THE LANDLORD AND/OR n HI u5 N (2x) 17 WATT LED 4OOOK INSPECTOR TO PROVIDE ACCESS PANELS AT LOCATIONS GYP. 51. /// CONVENIENCE DUPLEX OUTLET 20A-1201 AT 12" A.F.F. $ RECESSED WITH TRIM PULL-DOWN ,w 2 ICRI 110 20 BEAM ± 1968 EMBOSSED THAT ARE NOT SPECIFIED ON THE PLANS THE G.C. MUST 716HT TO .,.,:?.7:L' ' f. L:,.1`..!.,i ` ,,'.>,`,%:.::,4,'' 'F.�: 5/8" GYP. BD. CEILING _ (UNLESS OTHERWISE NOTED) BY "pECORA SERIES", 2 - �w 00 DOUBLE LED UNIT LUMEN 'NON-REPLACEBLE MATT WHITE 1 DECK �;t ta.'a ^+�^ : ! .',_;.. ., •, ,.. GLC. BLACK, REFER TO CONSTRUCTIONS DRAWINGS I BY"REGGIANI' LED SOURCE' CONTACT ARCHITECT AND/OR CONSTRUCTION MANAGER l• REFER TO PLAN PRIOR TO THE COMMENCEMENT OF ANY WORK. ANY WORK LI (3x) 17 WATT LED 4000K5/8" THICK GYPSUM I ILLUMINATED BLADE SIGN SINGLE RECEPTACLE 20A-120V WITH ISOLATED GROUND HUBBEL IF-5251 IN RECESSED WITH TRIM Pal-DOWN DONE PRIOR TO CONTACTING THE ARCHITECT AND/OR • - TE SERIES. FLOOR BOX FOR CASH i STER RUN A SEPATE GREEN ISOLATED 2 - g 1 TRIPLE LED UNIT CRI 80 20'BEAM ± 1968 EM605Sm 8 WIRE DIRECT TO GROUND ° �� BY"REGGIANI' LUMEN 'NON REPLACEBLE MATT WHITE CONSTRUCTION MANAGER IS THE SOLE RESPONSIBILITY OF BOARD,FINISH airi LED SOURCE' THE b,G. AND ALL COST RELATED TO RELOCATING THESE 5/8" THICK GYPSUM mar AT STOREFRONT ONLY, JUNCTION BOX & �' (2x) 17 WATT LED 400015 ITEMS A SECOND TIME, AFTER ARCHITECT AND/OR I BOARD, FINISHEa_ LOCATION OF "U" CHANNEL RECESSED WITH TRIM PULL-DOWN 1 ;. SEPARATING FINISI IE0 - SIGN JUNCTION BOX DRIVER (TRANSFORMER) TO BE LOCATED AT 2 - Ii•1 DOUBLE LED UNIT CRE 80N NO BEAM ± 1968 ATTEMBOSSEDBLACK 4 CONSTRUCTION MANAGER DISCUSSES OPTIONS WITH ,_ (SEE SIGN SPECS) I NEAREST ACCESS TRAP FOR EASE Cf 1 I BY REGgANI LUMEN ED SOURCE' MATT SACK APPROPRIATE PARTIES, WILL BE BACK CHARGED TO THE • -0 112 RECESS EXIT SIGN,SCREWED TO MAINTENANCE LED SOURCE• /�bTr,t3 N 1� Zb WA I LLU �YSIFJA 6•C. CORNER BEAD�, CL6 HOOD BLOCKING, SEE ELEGTRIGAL PROGRAMMABLE THERMOSTAT BY"ECOBEE' MODEL ECOBEE3,BLACK FINISH OR _ LEGEND SPECIFICATION $ 6'LED GENERAL DONWUGHT 4000K 50'BEAM CRI _ T EQUAL APPROVED BY CLIENT. INSTALLED AT 61- A.E.F. 1 - , RECESSED 82 }1760 LUMEN BLACK 3 ACRYLIC FACE PLATE I AA , NOTE REMOTE SENSORS ARE NOT REQUITED BY"INTENSE LIGHTING" NON REPLACEABLE 3. ALL CEILING HEIGHTS ARE FROM TOP OF FINISH FLOOR TO DIMENSION TO BE VERIFIED DD20 ON REQUEST BY PL ONLY ' IED SOURI" UNDERSIDE OF FINISH CEILING - TYP. U.N.O. -11, ON SITE BY LANDLORD 119) BOiI@IOlIC 0WWON B SUPPLED BY ALDO /FDTIURE MANUFACTURER- FOR INSTALLATIQN SEE MARKS 4. ALL CONCEALED SPACES ABOVE CEILING MUST BE FIRESTOPPED OR DIVIDED WITH NON-COMBUSTIBLE MATERIALS INTO AREAS NOT EXCEEDING 5po0 5Q. FT. AND D DETAIL TYPICAL CEILING RECESS EXIT SIGNel))INTERIOR BLADE SIGN DETAIL IME CLOCK, BY"YORK' f7200-2 /7 DAYS (UNLESS SPECIFIED BY LANDLORD NO DIMENSION GREATER THAN 100 FT. 2 3" = 11-0" 0 3'1 = 1'-0" 3"=1'-0" - 152) 1 LED 4000x WITH IN DESIGN CRITERIA) / L2 LIGHTING AT SHELVING UNITS FROSTED LENS GRI 85 - RECESSED IN SHELVES SEE DETAILS "NON REPLACEABLE WHITE 15 5. DO NOT PAINT SPRINKLER HEADS, SPEAKER COVERS, BY'HERA" LED SOURCE" SPRINKLER CAPS, LIGHT COVE OR TRIM PIECES. - ® SORIelIVIELIEFIOECCA166 11 RITLECTED GEILIN6 PLAN NOTE: 6. ELECTRICIAN TO REWIRE ENTIRE STORE TO CAT 6 NOTE: EXISTING WHITE SPRINKLER HEADS AT STOREFRONT, - S SPEAKER TIRING POINT OF ORIGIN AT 66' AFF. (INSTALLED HORIZONTALLY) (SUPPLIED AND INSTALLED 8Y ELECTRICAL CONTRACTOR) 1 I S11PPIaE1 AND INSTALLED BY CONIIZACTOR I. ALL EXISTING LIGHT FIXTURES THAT ARE TO REMAIN THROUGHOUT ENTIRE SPACE SHALL BE RE-CAMPED BY G.G. EFENIER' ' NOM WINDOW DISPLAY, AND STOCKROOM ENTRANCE TO BE J REPLACED WITH NEW BLACK SPRINKLER GAPS TO PRINT DATE s2 �{ 4060K 83CR1 S.C. MUST ENSURE THAT ALL ELECTRICAL EQUIPMENT IN THE SALES ■ i �•/ 4' DIMMING LED INTEGRAL S1RIP 32 WATTS 4224 LUMENS A5 REQUIRED. AND THE STOCKROOM AREA ARE IN GOOD CONDITION (EXIT SIGN, MATCH PG/28 • _ � �• I I BY"BEST' 'NON-REPLACEABLE LED WHITE 15 ALARM SYSTEM, EMERGENCY LIGHT, OUTLETS, ETC.). IF SO, ITEMS CHIME, BY'EDWARDS" 117-4, LOCATED ON STOCKROOM ENTRANCE CEILING 1 SOURCE' 8. FOR ALL CEILING FINISHES, REFER TO FINISH SCHEDULE ARE TO BE REJSED OR RELOCATED. IF NOT, ITEMS ARE TO BE 201 — 06 — 26 g LI = "EXIT" EDGELIT RECESSED CEILING REPLACED A5 PER PLAN. 9 - A E MOUNTED SIGN WITH RED LETTERS ON LED 4W WHITE TRIMPLATE 1 VARIOUS I CLEAR ACRYLIC BY "BEST 6.C. MUST COORDINATE WORK WITH ENGINEER'S PLANS. . , J EXIT SIGN FOR STOOOM ONLY IN GYPSUM CEILING, G.C. TO FURNISH AND INSTALL RECESSED j _ © WITH Rm LLIILRS INCKRMETAL CASING LED 4w WHITE 2 ACCESS PANELS AS SHOWN ON PLAN FOR THE MAINTENANCE OF - col MECHANICAL ALARMII�FA�OI�zs�sn,B3E'1 2 N BY "BEST' DUCTWORK. DIINB�N:2M4'(K�AE>E A '$),212(W11DdilF)E�IIE&IFB118Nc DOUBLE REMOTE HEADS EMERGENCY (2x) HEAD, - = LIGhITNG FOR STOCKROOM ONLY INCANDESCENT WHITE 2 ALL ELECTRICAL WORK, EQUIPMENT AND LABOR MUST CONFORM TO - 12:123 E.H. PRICE c/w D.B. DAMPER MODEL 530/FL/A B12, 45 DEFLECTION BLADES. (REFER TO ENGINEER DRAIINGS)W1iITE FINISH 4 j BY "BEST" PAR36 12W THE NATIONAL ELECTRICAL CODE, PROVINCIAL CODES, MUNICIPAL CODES AND ALL OTHER CODES OF THE "NATIONAL BOARD OF NL = NIGHT LIGHT TC = TIME CLOCK LIGHT FIRE UNDERWRITER" RELEVANT IN THE AREA IN WHICH THE WORK IS - a141FJ&TRIcNLEE INIIE DL = DOWN LIGHT BEING CARRIED OUT. LiAOR CLIGSNERAIMA E = EXISTING UNIT ALL FIXTURES MUST BE NEW AND LISTED AND APPROVED BY THE "UNDERWRITERS LABORATORIES". I SUPPIID AND INSTALLED BY ALDO R = RELOCATED UNIT RL = EXISTING UNIT TO BE RE-LAMP ALL FIXTURES MUST HAVE A GOAT OF PROTECTION APPLIED IN "CISCO AIRONET 1830 SERIES WAR DUAL-BAND,CIPM CONTROLLER-BASED THE WORKSHOP. ALL EXPOSED SURFACES MUST BE FREE OF O �2• NR1MFTTRfl�1�►IrwiFdq�BrnaN 2 = ARROW INDICATE LIGHT BEAM DIRECTON AP IONSMINIRSOD_IETAIILAMOOIIE(R ED EITEIDERAIWEREPINITS IMPORTANT: ARROW DIRECTION TO BE INDICATED ON ENGINEERING SCRATCHES AND OTHER DEFAULTS THAT MAY AFFECT ITS DNS ELECTRI9UEP6Yt9BNlBtprS {RIEB.FOURNISSEUR. DRAWING 1111 APPEARANCE. THE EXTERIOR FINISHES AND MATERIALS MUST BE THOSE CALLED FOR IN THE PLANS. ELECTRICIAN RESPONSIBLE TO ENSURE THAT ALL DIRECTIONAL LIGHTING FIXTURES IN SALES AREA ARE DIRECTED PER ARROWS INDICATED ON .-_,•- ;_ ARCHITECTURAL CEILING PLAN. • 6 . • . :;- 5. • 6*.0 I►' - e ' r. •L SOUND SYSTEM LEGEND 1\ERSION MARCH 201E - r5 • r P:' S. • STORE CAlE00RY TYPE DESCRIPTION QUANTITY QUANTITY •' T ,�■ 1 7 - F 11 • • r REQUIREMENTS . . 1► qr - • • .. r (LOCATED ATSTHE 5100) CROON ES 1502' 1 1 \•VER $'-Q" CANTON PLUS 0.3,SURFACE MOUNTED COLOR WHITE OR BLACK I � • I (E) GYP. BD. CEILING FOR CEILING MCUN1TNG,USE PG METAL Prix COLOR WHITE CR BLACK LIGHTING DESIGNATION: PREFERRED FOR NALL MWNTA4G,USE CANTONMOUNT%BRACKETS WHITE CR BLACK 1 PAIR PER S50 SOFT. 2 • I G !• 40„. I 1. I I 1• I. �'�� T • {� I��� , , = 1 201.1-06-28 ALDO, LANDLORD $ BAJO COMMENTS GPTICN (2 PAIRS MINMUM) SPEAKERS ELECTRICIAN TO PROW(A FIRE RATED CABLE(FT-6 CR E R L) N - NEW 16 GAUGE 2 CONDUCTORS MULTI-STRANDS EXISTING •T eC e• TO F +T ►aw ' (SALES AREA) CCPPER WIRE PER SPEAKER, WASHROOMI eJ E - EXISTING R - RELOCATED / �//// r c 3,2 1:3.....21.1,A mucA_s ( 6 / / , F/ / NO. DATE REVISION ' ' I AUT AS-106,COLOR 5.601 THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF SPEAKERS s = = s= $ THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE EGSHPucE 2 IAN TO PROYUE A FRE RATED CAPER(FT-6 CHR SPEAKER 1 PAIR PER SOFT LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR LSIOCKROOIQ 16 GIUlr 2 CCME,VCTORS MULTI-STRANDS UPPER WRE PER SPEAKER i I F" 1TH E WO TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. AND IT _ 411 11111 CI 0 ALL DIMENSIONS SHALL BE VERIFIED ON SITE, ALL ERRORS AND AA S1DC171( SPE1M AT NOM�DNIFlDL F N 1 (ROOD as OILY) (=ATM AT THE KlIDD) DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE NILES SSVC-4,SPEAKER SMITLIER RTH INTEGRATED VOLUME CONTROLS CRAM, CAN 1FPDRr 4 PURs of SPEAKERS(SALES AND STOCKROOM)ANO SUMMER I ® 1 — ( - PROCEEDING WITH THE WORK. ER s•TaER I NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. (LOCATE}AT THE 8500) CEILING j '.!..1'.6!. .. ,. 6 : • ,� . N ,, / L oy — - - L$ I MOUNTED DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ". 6 ( 1 s : ONLY BLACK 11 - - - OUTLET 1175" ASBrIODFER , �� �• P (N) GYP, $D. CEILING (SALES AREA) , •.►- TO •,•� .r ,IL.0 ( �• • + a• V%/ - " . +.:Mu I - - - - _ - _ _ SHREMSHOCK _ _ _ _ FINISH r ��.� 111 I Ik II I -T I ......-4„.... , � � � � I � baJO N �_ _� I� _ y _ _� �_ _� _ I Shremshock Architects, Inc. VOLTAC AGE TRIGGERED .• ' a `WER STRIPF • •• — — — r$ I K I I _,__ L$1 I I IL I LB I I IL I LIQ __ __�c = _ — _ �L� L = _ _ _ _ _f4 — J�-IL = _ > 2.. _ _ _ ALDO �—N 2 1, I 1 MINIMUM OF 3 TIGHT TURNS Li 4 A AT ALL WIRES.REFER TO DATE MIS/ISSUEDE SHEET 5C FOR CONNECTION B.O.(1)ROOF DECK/STRUCTURE _TI - TO STRUCTURE OR{FJ FLOOR DECK/STRUCTURE ti 20101-06-01 ISSUED FOR ALDO/LANDLORD/BAJO REVIEW ANGLE BRACKET OR CLIP. COMPRESSION STRUT- SPACING PER ATTACH PER MANUFACTURER 5/A505 I. ALL LIGHT FIXTURES 4 AIR DIFFUSERS SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED RECOMMENDATIONS 201q-06-28 ISSUED FOR BID 4 PERMIT CEILING SYSTEM. THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 100% OF THE FIXTURE WEIGHT IN ANY DIRECTION. A MINIMUM OF ATTACHMENT DEVICES PER FIXTURE ARE REQUIRED. CLUSTER OF (4) 12 GA SPLAY WIRES 12 GA VERTICAL SUPPORT WIRE. I ARRANGED 90' FROM EACH OTHER WITHIN 2" 2. 12 GA. HANGER WIRES SHALL BE ATTACHED TO THE GIRDER MEMBERS WITHIN 3" OF EACH WIRE MUST NOT EXCEED A 14 OF INTERSECTION OF CROSS "T" AND MAIN CORNER OF ALL FIXTURES. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. 2° SLOPE (±10°) RUNNER. ANGLE SPLAY WIRES 10' MIN. 45' MAX A7� FROM PLANE OF CEILING AT EACH STRUT 3. FIXTURES AND DIFFUSERS WEIGHING 10 LSS BUT NOT MORE THAN 56 LBS. IN ADDITION TO THE % 6" MAX. I LOCATION ABOVE REQ'S SHALL HAVE (2) 12 GA. HANGER WIRES CONNECTED FROM THE HOUSING TO THE VARIES - REFER TO �//,'."�/�" //// �/, MECHANICALLY FASTEN PER AT PERIMETER I1 le- STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. I RCP ��`` MFR RECOMMENDATION II 4. FIXTURES 4 DIFFUSERS WEIGHING MORE THAN 56 LBS, SHALL BE SUPPORTED DIRECTLY FROM B.O. (E) STRUCTURE 1J ANGLE BRACKET OR CLIP _ ___, '9 10II nQ THE STRUCTURE BY APPROVED HANGERS. $ `• — 3/8" N X I 2" s MINIMUM OF 3 TIGHT `.fIN CLR - E II I MAx v 2 5. ATTACH LIGHT WEIGHT ITEMS SUCH AS SINGLE ELECTRICAL CONDUIT NOT / �� 1 - EXCEEDING 3/4" NOMINAL DIAMETER, TO SUPPORT WIRES WHICH PROVIDE SECURE SUPPORT TURNS INDEPENDENT OF THE CEILING HANGER SUPPORT WIRES, PER LOCAL CODE. _-1,7` ��� ACOUSTICAL 0 0 o O O O - I �• '/ O O CEILING TILES GDFITAI 1 12 GA VERTICAL SUPPORT HIRE 1 XTURE ATTACHMENT DETAIL .. I I I I I I 1 I I I I I I I I I 1 I I HIM , I vAR I Es _____ThIT N.T.5. CLUSTER OF (4) 12 GA SPLAY ` WIRES ARRANGED GO° FROM REFER TO CLG PLAN 2" MIN WALL MOLDING EACH OTHER WITHIN 2" OF GRID MEMBERS ATTACHED HEAVY DUTY SUSPENDED GRID u " o RIGID STRUT- SPACING PER C/2A TO WALL MOLDING @ 2 SYSTEM MAIN RUNNER C� 2'-0" O.C. INTERSECTION RUNNEROF CROSS T ATTACHED SIDE ADJACENT WALLS USING AND MAIN B HEAVY DUTY SUSPENDED GRID SYSTEM ANGLE SPLAY HIRES 10° MIN 45° POP RIVETS OR SCREWS CROSS "T" MEMBER @ 2'-0" OR 4'-0" O.C. MAX FROM PLANE OF CEILING AT EACH STRUT LOCATION4/ SEISMIC LOCKING PIN ` I. SUSPENSION SYSTEMCOMPONENT +t HEAVY DUTY SUSPENDED NOTES; PRINT DATE 4-WAY SEISMIC JOINT GRID SYSTEM MAIN RUNNER @ INSTALLATION SHAALLLL COMPLY WITH CLIP AS REQUIRED. SEE X ' 2'-0" O.G. ASTM 0635 4 E550. O - 06 - NOTE #5 IN DETAIL 2. FASTENING TO STRUCTURE ABOVE K/A11.4 ..,04,7, ACOUSTICAL CEILING TO COMPLY WITH LANDLORD 4 LOCAL BNoillip MINIMUM OF 4 TIGHT PANEL REQUDR D TS r2TME n TURNS 3. REFER TO DETAILe2A G/2A FOR -_ AggITIONAL INFORMATION N I ' CVi I• l J / VARIES - o 0 C 01 o 77'1 0o/ oREFER TO RCP Illlltlllll111111%1111111111111Illllllhd11111 11111441 B.O. (N) CEILING I 2" HEAVY DUTY SUSPENDED I MAX GRID SYSTEM CROSS "T" �r 1�-� 3/4! MEMBER @ 41-°11 -O' O.G. I .( f CI CLR WALL OR SOFFIT FRAMING AND J�u — FINISHES. REFER TO SPECIFIC NOTES: = Z_ DETAILS. 1. SUSPENSION SYSTEM COMPONENT HIGH SEISMIC STORES IBC ��� STABILIZER BAR AT ii/l1011 00, �� * INSTALLATION SHALL COMPLY SEISMIC DESIGN ] 1L O O OWITH ASTM C35 * EBO. CATEGORIES D E F 2. FASTENING TO STRUCTURE � ., I � � 1 ABOVE TO COMPLY WITH HIGH SEISMIC STORES III LANDLORD Et LOCAL BUILDING SIDE IBC SEISMIC DESIGN DEPARTMENT REQU `EMENTS (AUN-ATTACHED 3. REFER TO DETAILS A 4 G/2A CATEGORIES D, E, F FOR ADDITIONAL I QRMATION el CEILING ASSEMBLY (A.G.T) AT INTERMEDIATE TEE A.G.T. AT PERIMETER &h . c_o. MAIN RUNNER CROSS TEE PERFORMANCE REQUIREMENTS I 201 -06-28 ALDO, LANDLORD 4 BAJO COMMENTS LOCK CLIP GROSS TEE- MAIN RUNNER THE MAIN RUNNERS AND GROSS RUNNERS OF THE CEILING SYSTEM AND THEIR SPLICES, INTERSECTION CONNECTORS AND EXPANSION DEVICES NO. DATE REVISION N.T.S.fill SHALL 5E DESIGNED AND CONSTRUCTED TO CARRY A MEAN ULTIMATE TEST LOAD OF NOT LESS THAN 210 POUNDS IN TENSION AND IN COMPRESSION. COMPLY WITH ASTM G154 THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR 2" , TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. STABILIZER BARS, CROSS TEES OR MAX '' ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND STRUTS AT 6" MAX FROM HALL ALONG \ 6" / DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE 6°` MAX UNATTACHED SIDES OF LAY-IN CEILINGS / 6„ MAX PROCEEDING WITH THE WORK. / 8AY O.C. MAX MAX 4" NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. TYP a EMT STRUT - RUN TIGHT TO STRUCTURE ABOVI. #10 SMS EA 20GA SADDLE TIES i SPLAY WIRE/STRUT ° MAX 1" Ci.-R DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION GENERAL NOTES: Al 4e ,�4'_0" Q REFER TOP/2A FOR SIZE AND SPACING MIN MIN. WALL 51W MIN. 1. ENDS OF MAIN BEAMS AND CROSS TEES MUST SE Al MAx E �). 124" O.G. MAX) f ,' ONLY TIED TOGETHER TO PREVENT SPREADING _ SECURE SUPPORT WIRES TO EXISTING c+ HANGER WIRES 2. HEAVY DUTY GRID SYSTEM REQUIRED FOR LAY-IN e`A UN-ATTACHED SIDE STRUCTURE OR STUD INFILL CEILINGS. _ — __1 -t-* _ _ x- _ _ - - -x - - x- - = _.. \ - • - L SHREMSHOCK 3.CEILING AREA > 144 SQ FT TO HAVE HORIZONTAL -,i— �� 11 » r, s �, I Shremshock Architects Inc. RESTRAINT WIRE AND RIGID BRACING. I i; , 1 +A-� A2 F— 7400 W.Campus Rd.I Suite 150 I New Albany,OH 43054 4.CEILING AREA > 2500 SQ FT TO HAVE SEISMICI t:614 545 4550 f:614 545 4555 shremshock.com SEPARATION JOINTS OR FULL HEIGHT PARTITION. It4kA / 25 GA Tl8" NO CONNECTION Gerald S.Shremshock,Architect X • R t 1 f • PI BETWEEN ANGLE AND Timothy J.Shremshock,Architect W i 12 GA. VERTICAL HANGER WIRE REQUIRED FURRING CHANNEL 5.PENETRATIONS THROUGH CEILINGS FOR DEVICES w v ® EACH SEISMIC RESTRAINT. *10 SMS EA FURRING CHANNEL AT THAT ARE NOT INTEGRALLY TIED TO THE CEILING p u> MAIN RUNNER FREE SIDE 0 Aik, SYSTEM IN THE LATERAL DIRECTION MUST HAVE yX x b 1( = ur ❑ "'� EMr STRUT SLEEVE TIGHT ro CARRYING 5/8° GYPSUM BOARD 2" OVERSIZED RING OR ADAPTER THROUGH THE CI _ t- CHANNEL AND ATTACHED AS SHOWN. € x 2' X 24 GA •LU CONT. ANGLE, TYP. CEILING MATERIAL TO ALLOW 1" FREE MOVEMENT ' 0 x Q 2 0 ATTACHED SIDE NOTE FOR CONNECTION TO WALL, SEE ATTACHED JOINT. IN ALL DIRECTIONS. U x • x • R + r / 5/8" GYPSUM BOARD 2 UNATTACHED SIDE 6.CHANGES IN CEILING PLANE MUST HAVE POSITIVE Q •u tii 0 GERALD S.SHREMSHC BRACING. a II z a - 6" . �' 3769 ' 7.CABLE TRAYS AND ELECTRICAL CONDUITS MUST (2) X10 SMS AritK CEILING SYSTEM IS LEVELED i BE INDEPENDENTLY SUPPORTED AND BRACED. • >K o � /%; 6" 16 GA 1 I/2° MAX //(; REFER TO A/26 Q FLATTEN END OF EMT ATTACH TO CHANNEL MAX CHANNEL MAIN HANGER 1„ CP / _ WITH 1/4"0 MACHINE E30LT 1" RUNNER WIRE / 1" CLR C� B.LIGHT FIXTURES (ALL TYPES) TO BE G.?... x • - • )0 r u z " • MIN. 25 GA, 7/S" FURRING MIN. / MIN. "O MECHANICALLY ATTACHED TO GRID PER NEC o z SADDLE //�'� �`, x N, CHANNEL V O._r 6/26/2019 410-16 (TWO 12 GA HIRES PER FIXTURE UNLESS - - _ N MI 4:"� TIE INDEPENDENTLY SUPPORTED) al ATTACHED SIDE cv z q.COMPRESSION STRUTS TO BE DESIGNED PER ICBG 4'-0" OR 2'-0" 0.C. •- fz L .J 1 1 ALDO #2244 OR EQUAL CROSS "T" MEMBERS 10. REFER TO DETAILS A/2A 4 5/2A FOR EMT - RUN TIGHT TO COMPRESSION STRUT SIZE I "p�' I,t/ ` IA 1 , - ADDITIONAL INFORMATION. Q I1 STRUCTURE ABOVE CHART NO CONNECTION BETYIEEN f. ' _ 5/8" 6T'PSUM BOARD CO SMS ® EA ANGLE AND 2300 EMILE-BELANGER, MONTREAL (2) #10 SMS-INSTALL SIZE MAX HT FURRING CHANNEL AT �� �� AFTER CEILING SYSTEM p 5" DIA X 22GA 3 -OI' 44,. FURRING CHANNEL FREE SIDE �- QUEBEC, CANADA, H4R 3J4 AIR TERMINALS SUPPORT REQUIREMENTS: , IS LEVELED 0,75 DIA X 22GA 41_3" * • <20 LBS - POSITIVELY ATTACHED TO GRID EMT - ATTACH TO 1" DIA X 20GA 5'-0" 71� I" x 2" x 246A 5/8" GYPSUM BOARD TEL.: (514) 747-2536 • 20 TO 56 LBS - POSITIVELY ATTACHED TO II 3 CONT. ANGLE,TYP. GRID AND TWO 12 GA HIRES TO STRUCTURE CEILING SYSTEM WITH 1.25" DIA X 20GA 7,-.0" X. #IO SM5 ® EA 06A NOTE FOR CONNECTION TO WALL,SEE ATTACHED JOINT. FAX: (514) 747-6504 (MAY BE SLACK) I/41145 MACHINE BOLT. 1.5 DIA X 20GA €5,_,G MIN WALL STUD (24" • )5G LBS SUPPORTED DIRECTLY TO HIGH SEISMIC STORES 2" DIA X 20GA 11'-6" �� lO ATTACHED SIDE O.G. MAX) OI UNATTACHED SIDE PROJET/PROJECT: STRUCTURE BY APPROVED HANGERS IBC SEISMIC DESIGN 2.5' DIA X 18GA 14'-6" CATEGORIES D, E, F 3" DIA X 18GA 17'-3" 11/2" GOLD ROLLED CARRYING NOTES NOTES: ALDO x 12 GA HANGER WIRE 3.5" DIA X I6GA 23I-31I CHANNEL 48" O.G. I. SUSPENSION SYSTEM COMPONENTS 4 INSTALLATION I. SUSPENSION SYSTEM COMPONENTS 4 INSTALLATION WASHINGTON SQUARE • (4) SPLAY WIRES / COMPRESSION STRUT 2•- SHALL COMPLY WITH ASTM 0154. SHALL COMPLY WITH ASTM G754, OR ��''}}��'}} (4)-10 GA. SPLAY WIRES - SPLAYED PO' FROM PORTLAND ��LL� ——STABILIZER BAR M 2. FASTENING TO STRUCTURE ABOVE TO COMPLY WITH 2. FASTENING TO STRUCTURE ABOVE TO COMPLY WITH • GRID PERIMETER RIVETED �'4 EACH OTHER AND 45'(MAX) FROM CEILING PLANE LANDLORD AND LOCAL BUILDING DEPARTMENT LANDLORD AND LOCAL BUILDING DEPARTMENT • . REQUIREMENTS. A REQJIREMENTS. A TITRE/TITLE: 3. REFER TO DETAIL G/2A VP' FOR ADDITIONAL 3. REFER TO DETAIL C/2A ! • . FOR ADDITIONAL 1/5" CHANNEL FURRING ® 16' O.G. SECURE TO CARRYING INFORMATION INFORMATION SEISMIC DETAILS CHANNEL FRAMING WITH MINIMUM S GA. WIRE PROJET NO./PROJECT NO. DESSINE/DRAWN: D SUSPENDED GEl L I N6 SE1 SM I G LAYOUT GYP. B . GE I L I N6 SUSPENSION SYSTEM �-0 D/ETA 1-0 258AMS • NT5 ECHELLE/SCALE; VERIFIE/CHECKED: --- ELM CONCEPT, ANNEE/YEAR: PAGE: P:\ALD\190293R1 ALD-Washington Squore, Portland, OR\2587.dwg AA I6 2A Revised 2014-06_14 NOTE TO ENBiAL CONTRACTOR ETY SAL NOTES 6ISSUED: NOV, 2016 570GKRDOM AREA 68NERAL NOTES LANDLORD APPROVAL MUST BE AWARDED PRIOR TO START OF WORKS. DOORS SCHEDULEA I_ D 0 FLOOR terGLEAN. ONE SET OF LANDLORD FENas/ArlONI STORM/RENOMAT10N5/REI.OGATION5/TEMP STORE fWlTiiOVT APPROVED DRAWINGS SHALL BE KEPT INTACT ON JOB SITE AND AVAILABLE FOR REFERENCING AT ALL TIMES. " IF THE STOCKROOM FLOOR HAS TILE, LEAVE AS 15 AND $thDOORS FRAMES HARDNARE STOREFRONT DOOR:GENERAL CONTRACTOR 15 TO SUPPLY d INSTALL NEV PRIOR TO START OF CONSTRUCTION, THE GENERAL CONTRACTOR SHALL MEET WITH THE APPROPRIATE REPRESENTATIVE OF MALL AND OTHER * IF THE STOCKROOM FLOOR 15 CONCRETE, REPAINT NO. LOCATION DIMENSIONS TYPE MAT. FINISH l}.L.G. 6LAZIN6 MAT. FINISH SILL HARDWARE NOTE MEDECO LOCKS. AUTHORITIES. CONTRACTORS SHALL COMPLY WITH ALL REQUIREMENTS FOR BARRICADES, SAFETY, WORK HOURS, ACCESS, ETC. BAGK DOOR:GENERAL CONTRACTOR 15 TO INSTALL A NEIN PANIC BAR (IF WALLS: DATE E M I S/ISSUE D CONTRACTORS SHALL VERIFY ALL CRITICAL DIMENSIONS AND CONDITIONS OF EXISTING CONSTRUCTION THAT RELATE TO THIS TENANTS WORK. " NEW WALLS APPLY WHITE PRIMER. NONE EXISTS) OR KEEP EXISTING ONE, IP AN EXISTING LOCK 15 ALREADY IN GRILLE TO * KEYED CYLINDER ON BOTH SIDE PLAGE, IT 15 TO BE REPLACED WITH NEW MEDECO LOCK. PAINT EXIT DOOR. ROLLING GRILLE BY AI.UMATEG REMAIN OPEN PRIOR TO CONSTRUCTION, NOTIFY TENANT IN WRITING REGARDING ANY ELEMENTS FOUND TO BE INCONSISTENT OR NOT COMPATIBLE WITH THE WORK i" TR EXTERIOR AND TENANTS. 20144-06-07 ISSUED FOR ALDO/LANDLORD/SAJO REVIEW / - - ,. INDICATED BY THESE DOCUMENTS. LI STOREFRONT T-0" x I I'-5" LXR BLACK POLY STANDARD TYPE CYLINDER BY MEDECO 5 PINS DURING BUSINESS •4 * •-� •- •' CEILING ANY DEFECTIVES LIGHTING FIXTURES, ACOUSTICAL TILES i MAMOD ALLY ENTTOOPERATED °t1- 11�NANDDIZE> --- --- --- --- HOURS. I. T + LAG - 'T�• • 5 0 ■ (Mali to store) (see Alms) GR EQUIVALENT TO BE SATIN VERIFY WITH DETAILS FOR KEY SWITCH(E5) SLIM LINE TYPE 20144-06-28 ISSUED FOR BID $ PERMIT M•• •• THE GENERAL CONTRACTOR SHALL VERIFY WITH MALL AUTHORITIES THE EXACT LEASE LINE OF THE TENANT SPACE INCLUDING "POP-OUT" CONDITIONSAPPROVED BY ALPO PANELS LOGATION(5} AND EMERGENCY RELEASE HANDLE _ CYLINDER BY AND SIGN PROJECTING OVER LEASE LINE WHERE APPLICABLE, AND SHALL BE FAMILIAR AND COMPLY WITH ALL REQUIREMENTS FOR THE INTERSECTION SMOKE DETECTORS, EXIT SIGNS, EMERGENCY LIGHT, ETC. TO BE IF REQUIRED DECO OF OWNER CONSTRUCTION WITH MALL CONCOURSE CONSTRUCTION. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND/OR REPAIRED OR REPLACED. IMPORTANT INTERLOCK SWITCH WET INTERNAL. CONSTRUCTION MANAGER OF ANY REQUIREMENTS THAT CAUSE A CONFLICT WITH THE WORK INDICATED BY THE CONTRACT DOCUMENT. SHELVING UNITS: -3 STANDARD HINGE SLIDING 6LAS6 DOORS/PIVOT DOORS/SLIDING OR ROLL DOM GATES. * -PANIC BAR 'VON rAFRIN"22 SERIES FIRE EXIT DUCE RE TOE REMAIN- MEDECO KEYMARK X4 MORTISE CYLINDER GM-GI-R14-I-626 CONTRACTORS SHALL BE FAMILIAR AND COMPLY WITH MALL REQUIREMENTS FOR ATTACHMENT TO AND SUSPENSION FROM THE EXISTING MALL ALL SHELVING UNITS MUST BE REPAIRED / REPLACED IF SAGKSTORE REUSE EXISTING DEFECTIVE (SHELVES AND VERTICAL POSTS) Q2 (stockroom to EXISTING EXISTING EXIST. PAINTED --- --- EXIST. EXIST. EXISTING MODEL#22NLf�26 HARDWARE. 6.C. I/C CORE ICP-1-X4(DEIJ)-626-KE STRUCTURE. * ALWAYS PROVIDE NEW GREENBOARDS AND PEGBOARDS corridor) - CLOSER "C'GRBIN RUSSIVIN"'x3000 SERIE)WITH TO CONFIRM IF FLOOR LOCKING DOORS CM-C2-R14-626 WITH HOOKS. THE EXISTING I CYLINDER PER DOOR.KEY OUTSIDE THUMBTURN INSIDE THE GENERAL CONTRACTOR SHALL PATCH, REPLACE AND/OR REPAIR ALL EXISTING MALL CONSTRUCTION DAMMED OR DISTURBED DURING WORK AS ARM MOUNTING OPI101�5 TO EE GETL33+1NED BY A�HITECT HARDWARE INDICATED BY THE CONTRACT DOCUMENTS. SPECIAL CARE SHALL BE TAKEN TO MAINTAIN OR RESTORE THE INTEGRITY OF ANY FIRE RATED WALLS CR G.C. MEETS THE REAR EXIT DOOR EXISTING WASHROOM: FINISH 693 SPECIFICATION. PANIC BAR(WITH NO EXTERIOR SIDE DOOR HANDL: AND PARTITIONS, SMOKE DETECTION AND ALARM SYSTEMS. * ALL WALLS MUST BE REPAIRED, PRIMED AND PAINTED WHITE ALWAYS INSTALLED ON 5 CKSTOREE,5TICCKIR AM CR IF NOT THE MEDECO KEYMARK X4 RIM CYLINDER CR-S4-R14-1-626 I/C CORE ICP-1-X4(D11)-626-KE ALL EXISTING SUBSTRATES SHALL BE PATCHED, GROUND, FILLED, ETC., A5 REQUIRED TO PROVIDE A SUITABLE SUBSTRATE FOR THE APPLICATION OF (SAME FINISH A5 SALES AREA WALLS). CORRIDOR SIDE. HARDWARE« MAKE SURE THERE IS A MIRROR AND TOILET PAPER - I'Io BRIGHT E ms'WIDE ANGLE VIE"&,MODEL 4468 NEEDS TO BE PANIC BAR(WITH EXTERIOR SIDE DOOR HANDLE): NEW FINISHES A5 DESCRIBED BY THE MANUFACTURER'S SPECIFICATIONS. ANY INSTALLATION OR APPLICATION OF A NEW FINISH OVER A SUBSTRATE DISPENSER. BY'STAN_EY"HARDWARE CR EGIAVALENT APPROVED Amp MEDECO KEYMARK X4 MORTISE CYLINDER GM-GI-R14-I-626 SHALL CONSTITUTE ACCEPTANCE OF THE SUBSTRATE. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND/OR CONSTRUCTION MANAGER I/C CORE ICP-1-x4(DEW-626-KE OF ANY SUBSTRATE THAT CANNOT BE REASONABLY PREPARED TO RECEIVE OR ACCEPT THE NEW FINISHES. -2 STANDARD HINGES (E) TO REMAIN- -DOOR L.E AL-4C&-EP-626 B.SCHILAE REUSE EXISTING �,�� ,_„, G.G. TO COORDINATE CONSTRUCTION WORK WITH ENGINEER'S PLANS. -yyAiy STOP HARDWARE. S.C. ►'� 'r•: 4 . •• G I �' G I -DOOR CUTER 'WON RI NUN"DG3000 SERIES WITH TO CONFIRM IF / 1 P - •:) -/35///(1/1" •�• • T ALL EXISTING SEPARATION WALLS AND NEW WALL CONSTRUCTION TO BE BUILT TO THE DECK LEVEL, UNLESS OTHERWISE NOTED (REFER TO WALL WALL TYPE LEGEND 688FT7. ARM MOIJI,I1NG OPTIONS TO BE DETERMIrFD BY THE EXISTING TYPES LEGEND). 0 WASHROOM EXISTING EXISTING EXIST. EXIST. --- --- EXIST. EXIST. EXISTING AgRC4-}ITECT CR S.C. HARDWARE FINISH 643 MEETS THE 1 = SEPARATION WALL AND COLUMN INSTALLED ONLY IF TFE DCCR IS VISIBI E FROM SALESSPECIFICATION. G.C. TO VERIFY NO MORE THAN 2" DEVIATION IN SLAB IN ANY DIRECTION. CONTACT CONSTRUCTION MANAGER IF SLAB DOES NOT COMPLY, = EXISTING WALL TO REMAIN AREA CR IF MIR],BY LOCAL E�ILDIN6 LADE(TB.C.BY IF NOT THE ALL HARDWARE 15 SATIN CHROME FINISH UNLEL OTHERWISE REQUESTED. ARCHITECT) HARDWARE NEW WALL TO BUILD- H•IANDICAP WA DI MXTE STICKER NEEDS TO BE SEE WALL TYPES THIS SHEET UPDATED IF THIS 15 A RENOVATION OF AN EXISTING ALDO GROUP LOCATION,LOCK ARE TO BE RECUPERATED. RE-USE PER NEW LAYOUT AND RE-KEY IF THE STORE CHANGE BANNER NAME. PRINT DATE : FE INDICATES LOCATION OF NFPA 10 UPON FINALIZATION OF WORK, THE GENERAL CONTRACTOR SHALL CONTACT APPROVED FIRE EXTINGUISHERS THE FOLLOWING LOCKSMITH,NAMED BY THE ALDO GROUP,TO PERFORM THE REPLACEMENT OF ALL LOCK CYLINDERS. 2 01 1 9 6 - 2 6 ALL LOCK CYLINDERS SHOULD HAVE THE SAME MASTER KEY 11 LOCK. DIMENSION NOTE: - ALL WALL DIMENSIONS ARE TO THE FACE OF FINISH GYP. BD. G.G.TO FURNISH KEYS TO ALDO iii FINAL SITE INSPECTION. QUANTITY OF OR THE FACE OF BLOCKING REQUIRED FOR FIXTURE KEYS 15 3,PLUS ONE ADDITIONAL CONTROL KEY. INSTALLATION. UNLESS NOTED OTHERWISE. NN.1 cin { _ p 7 np� �(15T1N6 WALL GON5IWJGT101+6 DETEX PANIC BAR: -- IT SHOULD BE KEPT IF EXISTING EXISTING WALL FROM SLAB TO -- IT SHOULD BE REPAIRED IF NOT IN GOOD WORKING DECK ABOVE CONDITION TENANT SEPARATION WALLS ARE NOT STRUCTURAL: (GENERAL CONTRACTOR TO -- IF AND ONLY IF THE STORES DOES NOT HAVE AN G.G. TO PROVIDE ALL ADDITIONAL IN-WALL BLOCKING OR i 5/8" THICK GYPSUM BOARD, :•::' 3 5/8 METAL STUDS PATCH AND REPAIR AS ALARM SYSTEM A DETEX TO BE INSTALLED ACCORDING SUPPORT AS REQUIRED AND A5 DETAILED IN THIS SET. REFER _ TYPE X,FROM SLAB TO TOP OF • I INSTALLED IS" GIG. REQUIRED) TO LOCAL GODES ESTABLISHED BY THE CONSULTANTS. TO FLOOR PLAN ON SHEET I FOR ADDITIONAL INFORMATION. �' CEILING (APPLY ONLY FOR NEW STORES AND RENOVATIONS) 5/e" THICK GYPSUM BOARD, 3 5/8" METAL STUDS X,FROM SLAB TO U/5 1r NOTE: INSTALLED @ 16" C/C. OF CEILING =124G.G. TO FIELD VERIFY ALL DIMENSIONS AND 517E CONDITIONS 5/0" THICK GYPSUM BOARD, FIRE KING/CORPORATE SALES PRIOR TO COMMENCEMENT OF WORK. TYPE X, FROM SLAB TO TOP OF 1/2" THICK MELAMINE PANEL 101 SECURITY PARKWAY • GLUED TO GYPSUM BOARD NEW ALBANY, IN,41150 CONTACT:RICH KIL i FI A CEILING 6.G.REPAIRO PATCH AND _. . IL 1 411 A5 REQUf1ZEP EMAIL RIGH.KILLELE:A®FIREKIN6.COM ..I FI MAINTAINTINGANY FIRE RATING LLl 4O 4%" 4 '4" , VARIES (:-!:-)1 REFER TO REFER TO S On WALL TYPE el ©WALL TYPEe eO WALLTYPE 3" = 1.-03„ = 1'-o" S 3" , 1'-0" • (E) FLOORING 20144-06-28 ALDO, LANDLORD i SAJO COMMENTS STOCKROOM AREA I 1 SALES AREA I TRANSITION STRIP NO. DATE REVISION RENO-U SERIES BY 'SCHLUTBR SYSTEM" THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF 1/8" HT. MODEL *ABJ 35 THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE ALUMINUM SATIN ANODIZED FINISH - - - LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR VINYL FLOOR ASPECT `kiFLooR FINISH® 0 TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. — — — CI 0 ® 0 0 ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND / 0 li — — — DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. 1 • ° a a 4 ° ° NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. d 4 d ° a 4 d I f18'-4�i " 4 34'-t14" -5 ;•� DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION 4. 4 .Q ° d . ONLY . (E)CONCRETE FLOOR = I •• rT a I '---6Y4r 10 "1 _ _ _ _ _ _ _ _ SHREMSHOCK (N) MALL TILE IN D TRANSITION DETAIL -.r��. _ _ _ . . — — ' — — — ,•. :I. - — - - - - — — - — - — • a• I TH15 AREA - 6.G. 3 '-0 = 1-0" VINYL /CONCRETE I I — — I ' -- �� l� W 1'-9'�'l,�A { L I — I I I ,_ + TO COORDINATE Shremshock Architects, Inc. 11 _ _ _ I I r - F — L- — — = — 4 I - .L_ - �+ ! !? I WITH MALL OPS. 7400 W.Campus Rd. I Suite 150 I New Albany,OH 43054 I1 I I _ - TRAN5ITION STRIP: I - A e �r t:614 545 4550 I f:614 545 4555 1 shremshock.com SHIENE,AE SERIES BY "SCHLUTER SYSTEMS" ALIGN WITH SIDE MALLS A I I I H - 1rn n 1 ` Gerald S.Shremshock,Architect ALUMINUM SATIN ANODIZED FINISH I I I I I - I 1 o Timothy J.Shremshock,Architect SALES AREA EXACT MODEL TEC. BY ARCHITECT W/ IT - - - J f., / n FLOOR FINISH THICKNESS (ENTRY PORTAL' I --1 I I I I I A i' � U �xr'y VINYL FLOOR ASPECT G \_ FLOORA-k I - 1 Z .H e ' / / 1 � ±4.-6"LONG Wel I H �I II o 'co / _ TILE '� SLOPE 4 I J - _ N Q � 1 ++ . ♦ � m - - I I I I I,-I — I -I — — © r TL- © I % - I c 1, 11- AGERALD S.SHREM K `ALL„ ./ • L - - - - � - - — — � - � � \N I � � )/ !/ 4 ° a • a" : 4 Q' a e a 4 °. STOCKROOM WALLS TO BE L - r . I - - II CL A/� / i 41 -. . �. o / 4 c c 4 ¢ e d FINISHED N ONE GOAT OF - - 1 I • / II _1 %',‘ 1 , < 4 . a PRIMER TO 12'-0" A.F.F.,IYP. I I I / ._4 a G a SLEABBINb GONCRiTE L - d n D L - FLOORING START POINT- FINISH I ,1� t (E;) MALL '�+ ' LIGHT CONCRETE SLOPE 4 .- 4 d ' a.: _ I TO BE POURED ON SITE. - _ ® 9 1 L-� i - // REFER TO DETAIL D/55 / REMAIN < FLOORE"INISH 4i , — _ - - � - J L- - - � / 6/26/2019 ET I �- -ter ,�, � N I –o � i I � I 0 TRANSITION STRIP DETAIL G.G. TO ADVISE IF,SITE CONDITION I \� >. 1'-0" . I'-0" VINYL /TILE DOES NOT ALLOW LAYOUT I I - - - ., • / I 2 A L D 0 PER PLAN. I I I I I - © 1 SAW GUT OR CORE DRILL 1� i I o I AS RrEu1RD COORDINATE 2300 EMILE-BELANGER, MONTREAL 1 WITH MALL REPRESENTATIVE 1 TRANSITION STRIP: �T ^ rj -t I „ t LINE OF FLOORING TRANSITION TO COINCIDE I 1 I 4Y2" SCHIENE SERIES BY SCHLUTER WITH FRONT OF STOREFRONT GLAZING I MALL AREA' 1 I I , \ 2 I 0 I = QUEBEC, CANADA, H4R 3J4 SYSTEMS" — � � — � � _ - - s � — — - - _ — _ _ I/2" HT, MODEL #AE 125 'E I L _ _ T �� TEL.: (514) 747-2536 ALUMINUM SATIN ANODIZED FINISH - -- G.G. HAS TO MAKE SURE THAT THE STORE FLOOR TILES AND MALL'S 1 — — — — �, — — I 1 1 I i{ I FLOOR TILES ARE AT THE SAME LEVEL. - - - - - �: :c - - :P • — �' -6Y4i FAX: (514) 747-6504 (ENTRY PORTAL' G.G. HAS TO ADVISE ALDO GROUP OF ANY SPECIAL SITE CONDITION. i i r I (N) MALL TILE IN FLOORCLI6. 1� 1 I`----- \103/a"I THI5 AREA - G.G. PROJET/PROJECT: 1p ___ TO COORDINATE TILE \ MA"1 Q WITH MALL OPS. ALDO O I 0 Q T"� J./ j v+............ �::: ' - ' " ' Y ' ��" YASHINGTON SQUARE / 0 , PORTLAND OR '11223 4 Q... d ° • 4.. O6 . a °d TITRE/TITLE: j v c ° c - G d .° - 4 _ - _ 4 - ° ` O 4 CONS 1 1.�r�(j\UGT I ON PLAN LAN 44 EXISTING CONCRETE 1EGONSTRUGTION PLANip 4 FLOOR I/4' = I'-U• TRANSITION STRIP TO BE SHIM PROJET N0./PROJECT NO. DESSINE/DRAWN: ' AS REGD. (ALL FINISH SHOULD BE AT THE SAME LEVEL). N 2587 AM5 TTRANSITION STRIP DETAIL ECHELLE/SC ALE:r VERIFIE/CHECKED: ELM 1'-0" = 1'-0' TILE/TILE CONCEPT, ANNEE/YEAR: PAGE: P:\ALD\190293R1 ALD-Washington Square, Portland, OR\2587.dwg AA Ib 3 ALDO , ' . . , LINE OF GEILIN6GYPSUM BOARD . . CEILING FINISHED L DATE EMIS/ISSUED " oo GYPSUM - \ '\ GYPSUM ' BOARD �\. - BOARD REVEAL / / 20{q-06-07 ISSUED FOR ALDO/LANDLORD/5AJ0 REVIEW FINISHED 2014-06-28 ISSUED FOR BID $ PERMIT •. ' 1/2" THK. PLAST. LAM. /: - PANEL, FINISH - n I ' 1/2 THK. MDF, PANEL FIN. '= PLASTIC LAM. 1/2" X 1/2" REVEAL o PAINTED • LINE OF PROP CEILING ✓ l ABOVE ..------f ,f :II CO 00 • 1115GYPSUM N. / BOARD _ �` - - - SIDES FINISHED ►, BLACK ALUM. 112" THK. MPF. / - - - WITH MELAMINE - ANGLE ! PANEL,FIN. /'-'.- - TAPE TO MATCH e PLAST. LAM.��, 1:1I BLACK ALUMINUM ANGLE7' - I \ •0.045"x 1/2"x 1/2" FROM ,. ^• EXTRUDE-A-TRIM \ FEF# 1E1210. FINISH TOf I/2" TH. PLAT. LAM. •I I ✓, ii :::• / Jr yg"J MATCH M/15 BASEBOARD � GYPSUM BOARD GYPSUM J BLACK ALUM.I/2" THK. MDF. ANGLE PRINT DATE PFIN. ....._...- ..., - PLASTIC LAM.iilEs/P ,r VARIES )rye Jr 1.'...1" 201 9 - 0 6 - 2 6 P TYPICAL ANGLE WALL SECTION QPLAN DETAIL OUTSIDE CORNER DETAIL ZOUTSIDE CORNER DETAIL BLACK ALUMINUM I ANGLE e I I I ' A \ \\ BLACK ALUMINUM 1/2" THK. MPF. 1 \ ANGLE P PANEL FIN. ADJACENT SECTION I \\ \ 2e PLASTIC LAM. GYPSUM BOARD CEILING PAINTED 1 \\ . .lam _ ?. ri3:1 %....• • • © I CEILINGGYPSUBOARD n,V GYPSUM = LI _ BOARD, FEINT FINISH =7. • =Q ' : : : : : : ' -0 I/2 � - . J: : : : -o I/2 'I l STOCKROOM EITRANGE T 1! STOCKROOM EPEE TO BE 112" THK. MDF. = Q s 1-z \ PANEL FIN. c�z CEILING ENTRANCE In �- Q `--16YPSUM REVEAL GYPSUM REVEAL 'kV CEILING _ - FINISHED W/ PLASTIC LAM. wAillt MELAMINE TAPE �:► - _cc i ce TO MATCH L:\ �"'I �= j o o PAlNTEDAL PAINTED `7 6:► ¢ / `3:7 / I / / BOARD uo I I/2" THICK GYPSUM r7 {� FILLER PANEL C,� AA 16 2H69 4, 4t1r ik . 1/2" TI-K. MDF. - - �` PANEL, FIN. • :.. \ /1 - I\ / ��/ . ��/ �, 8" �, o / .t,r--. \ PLAST. LAM. I:\ \/ \/ A7 i J i a N°-► ;':: ;::;.': /\ I 1 /\ J `?/ °� I 2014-Ob-28 ALDO, LANDLORD 4 SAJO COMMENTS BLACK ALUM. • • • "` / IL - Iye ANGLE P v2" THK.PANEL SUPPLY NO. DATE REVISION ® FIN. PLASTIC ARMOiRE�, �1/2'THK. PANEL THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF . . :-::•::::.::::, i erP5UM BOARD / k...-/ FIN. PLAST. LAM. LAM' ) �� / END OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE I PLASTIC LAM.— LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR \-LNE / I/2" X I/ " 1/2" X I/2" /OF DROP CEILING TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. GYPSUM BOARD /REVEAL REVEAL FINIGHtD N:► ABOVE FINISH Wil; 77ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND :.:,,::...t.:::.:.: 00" DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE / "" _ ✓ \ '^� \ , PROCEEDING WITH THE WORK. 11 i NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. I/2"THK. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION �I/2"THK. ® / ONLY PLAST. LAM. BASER LAM. AM BASEBOARD. BASEBOARD w IE@OUTSIDE CORNER DETAILG1),CORNER DETAIL CORNER DETAIL tiSIDE WALL ELEVATION SIDE WALL ELEVATION S3 S H R E M S H O C K 6'1:1'-0' Shremshock =i-0' ell':i a u2 - l-o 1/2• ` r-o° Shremshock Architects, Inc. 7400 W.Campus Rd.I Suite 150 I New Albany,OH 43054 t:614 545 4550 I f:614 545 4555 I shremshock.com {J Gerald S.Shremshock,Architect Timothy J.Shremshock,Architect CL --LiC— i•-- *GILED ARe / 71- i 1 NN yd' .�► / Is...) / / � © GYPSUM BOARD GYPSUM BOARD 1 GYPSUM REVEAL WO, /CEILING PAINTED v3� CEILINGIlk PAlN PAINTED �2.�7 1 *. GERALD S.SHF�EMSNtI��( — -01/2Z ,_ -o v2 1 -0 1/2 7/_._41l T• -r 1 STOCKROOM 11 STOCKROOM T1- - I ENTRANCESTOCKROOM STOCKROOM ° +� I I / I \ ENTRANCE *F-4' ENTRANCE rlivick I / \ CEILING GYPSUM REVEAL CEILING 1/2'THK. PLASTIC CEILING -Mr � \ I N D (j 6/26/2019 I / \ PAINT'E'D F3s7 LAM. PANEL./11.t `-- I- / \ 1/2" THICK / w v 1 / \ END OF SEE FILLER PANEL A L CI 0 _ _ \ STOCKROOM 1D z ¢ © __� __ -I I \___� \ I/2" THK. PANEL 7 ENTRANCE � °0 - � � ` - - - - � 1 \ n FIN. PLA5TIG -L #411.'. 1 / _ { 11. I . _ ! , SUPPLY ARMOIRE LAM, k ° / \J - I // ARMOIRE \\ w y LAM. (�ARMo1RE (n '� © 0 2300 EMILE-BELANGER, MONTREAL L _ - Z �7go'o� Z `. r. r e , - w QUEBEC, CANADA, H4R 3J4 — t- — — f = K o� 1%./11\ i l ¢ BUTT JOINT � � � 1/2"THK.PANEL FIN. \ / "co w ¢ I _ ��+ �yv TEL.: (514) 747-2536 END OF 00 w SALES AREA D PLAsr. , ;;> • PLASTIC LAM. AD AGENT SECTION ��� -uz" THICK FILLER FAX: (5141 747-6504 iT\ \ / . < L I PANEL,SEE AA 16 \ / 11 /2" x I/2" REVEAL = _ = o- �2Hs� PROJET/PROJECT: I/2" x I/2 REVEAL, \ / 8 FINISHED i,:� ADJACENT SECTION. 1 FINISHED`7:; \ `a © // \ / ©� G I -- - ALDO II - - 4'-C" [PLAsTIGLAM. / X /2 I_ J r 17-� - YAIASH I NGTON SQUARE - - _ \ / II BASEBOARD / REVEAL FIN-°°�r C U I T I I \ II r 1 \ I \ IHPORTLAND, OR 17223 ADJACENT.SECTION, \ 1 - --------944-;1- - - JL - i - - II -...._. _.. _. :_. _ I y' \ I TITRE/TITLE: I \ �, I ?'1L CONSTRUCTION DETAILS THICK FILLER �l/2" THK.PLAST.LAM. PLASTLAM. PANEL, SE BASEBOARD BASEBOARD- PROJET NO./PROJECT NO. DESSINE/DRAWN: A I �y/ 2587 AMI3 D 5IPE WALL ELEVATION REAR lVEL ELEVATION �ENTRANCE WALL ELEVATION QDTYPICAL STOCKROOM ENTRANCE ECHELLE/SCALE:_ VERIFIE/CHECKED: • In. = r-0• I/2` = I'-0' I/2"= 1-0° v2' = I'-0' ELM CONCEPT, ANNEE/YEAR: PAGE: r� P;\ALD\19029381 ALD—Washington Square, Portland. OR\2587.dwg AA IS 3A ALDO DATE EMIS/ISSUED 201'1-o6-OT ISSUED FOR ALDO/LANDLORD/SAJO REVIEW 201'1-06-28 5SUED FOR BID i PERMIT . . . . . . .. . . . . . .. . . .. . . . . . . . N • 1J T 1i GYPSUM BOARD WALL ____i_____ L1 '-�`® 'I-�3/4" THICK WOOD BLOCKING II © BY 6.C. IIII I, .1 I . �+ il - WALL UNIT BY ALDO A INSTALLED BY 6.G. PRINT DATE N. 2019 - 06 - 26 C WALL BLOCKING PLAN VIEW B3., = 11-0„ • 3/4" TANG. PLYWOOD SHEET \Jti a SURFACE BEHIND LI6HTBOX WOOD BLOCKING •• I I - - _ I I TO BE PAINTED WHITE . . . . . . . . . . ..............:.. . . . . . . . . . . . . . . .. . . .:.:...:.. . . . ..:.:.:.:. .. . . . ... . . . . . . . . . . . . .... : :. . GYPSUM BOARD .'.'.'.'.'.'.'.'.'.'.'. ... . .:.:. ....... ...:.:. . .:. ... .......'... ...'... . . ... . . . . ON METAL STUD o . ............ ....... ... ............ :.: : :.....:.:.:.:...:... .'.:.:.:. . .......;.; . ;.:.,.:...:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . • • • • • • / / / / / / .- ........................ ... ... .......... .. ......... . . . . ................ . . . . ...................... ................ .... .. .. . . ... ................ . .I. WIDTH „A„ B 1:,L.'---. .T .T.�. •T. T.. . . . . .... ... .•.�.T.T. �. T. .T:.1, .T.�. . .-- .•---r. . .T..T, .-I TRIPLE 143" 135,E { _ ' '\ I DOUBLE " 51sq" L.1 irr:1 A" SINGLE 51" 43" PAINTED DRYWALL `,y I- 1 HALF 22" 14" LED STRIP NO LIGHT ESCAPE FROM BEHIND. - - BACK PANEL OR NEOPRENE MAY BE REQUIRED. g* NO SILICONE ALLOWED. HEIGHT "G" "D" rn TYPE "H" (1Ift.) 42q i', 36" I 201'1-06-2S ALDO, LANDLORD 4 SAJO COMMENTS T7PE"6'(lat.4h) 122' 28" ' NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. 1 ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NOTE ; L J I NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. SURFACE MOUNTED LIGHT BOX INSTALLATION REFER TO MANUFACTURER I I _ — . _ _ _ _ . ... = I I DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION 6" = I'-0" INSTALLATION DRAWIN65 ONLY 0FOR EXACT CONSTRUCTION : WALL FINISH OF LI6HT'BOX. Vp,$ I/2" = I'-0" � S H R E M S H O C K Shremshock Architects, Inc. 7400 W.Campus Rd.I Suite 150 I New Albany,OH 43054 t:614 545 4550 I f:614 545 4555 I shremshock.com Gerald S.Shremshock,Architect Timothy J.Shremshock,Architect I 1 �� ,2 !it. B„ '`n w4 I GRAIN DIRECTION I 3/4" THICK PLYWOOD ` BLOCKING (TYP.) G ALD S.SIS EMSIH (ARC. TO CONFIRM IF FIRE-TREATED) SURFACE MOUNTED v6 WOTH "A' "B" STAINLESS STEEL ,^ , I L - - -I I • TRIPLE 143" 135" '�� TRANSITION STRIP. k. DOUBLE q7" 8q" Q 6/26/2019 VINYL. ` FLOORING 0 _ 2.5mm. TH. I SINGLE 51" 43" A.. CENTER LINE OF STORE'S , �� `` HALF 22" 14'1 FINISHED WIDTH co I II Al_ DO 0 - P 2300 EMILE-BELANGER, MONTREAL STORE I ( ENTRY PORTAL I _ TEL.: (514) 747-2536 HEIGHT "G" "D" QUEBEC, CANADA, H4R 3J4 , o TYPE "H" (1lft.) 12qk, 56. ALWAYS START A ROWnFAX: (514) 747-6504 OF PLANKS WITH A -7.1:E'5(IGft 44„.4) 122" 25" DIFFERENT LENGTH. 3/4" THICK PLYWOOD BLOCKING (TYP) PROJET/PROJECT: I (ARC. TO CONFIRM IF FIRE-TREATED) /� IN SURFACE MOUNTED— cn ALDO I WASf4INGTON SQUARE L � PORTLAND, OR '11223 NOTE= r0r---- I '• VINYL FLOORING,`tTHE 6.C. 15 TO REPORT '- rn TITRE/TITLE: 1.25 x 2.5mmTH. x •8 LONG PLANKS. THE EXISTING FLOOR h — START AT CENTER LINE OF STORE FROM FRONT TO BACK SLAB CONDITIONS TO °' _. T CONSTRUCTION DETAILS AND INSTALL RANDOMLY. NO JOINT TO ALIGN WITHIN 20 FEET. CLIENT IN ORDER TO DECIDE IF SLAB WILL PROJET NO./PROJECT NO. DESSINE/DRAWN: BE REPAIRED ORA • WALL BLOCKING ELEVATION VIEW 2581 AMB 7. I„ = I'-0"TYPICAL VINYL FLOOR INSTALLATION SUBMATERIAL ADDED. B 1/2" = 1'-0"• ECHELLE/SCALE: VERIFIE/CHECKED: ___ ELM CONCEPT, ANNEE/YEAR: PAGE: P:\ALD\i90293R1 ALD—Washington Square, Portland, OR\2587.dwg AA 16 55 • ALDO DATE EMIS/ISSUED I I 2014-06-01 ISSUED FOR ALDO/LANDLORD/SA-10 REVIEW 20101-06-28 ISSUED FOR BID 4 PERMIT t.. III I1 N I .--- —� . •• . • . .. . . • ' .. .• .. . . .• • • r r71_ 1e_f- / / _ __ 1. / I \ . / ] - - \ 3 5/ ' METAL STUD i+ JOINT-) 5/8" TI-K. GYPSUM BOARD MIN.BENDING =` \-169:. CMETAL ADDING Ask TYPE 'X" RADIUS 3I/32" 4s METAL PANELS WILL NOT I6ga METAL SPACER \ \ \ BE ALLOWED NO DIRECTLYCWITH \ COME INTO CONTACT WITH 1/2" F.R.T. PLYWOOD F SECTION DETAIL ADJACENT PANEL TPLAN DETAIL Ick -4 1 = i 6" = I'-0" (�O BE SECURED e ON PLY) SEE F \\ • \\\\\\\\\\\��\ 33 METAL CLADDING WY \ `` \\ 17'-7'� N., \ \ 17-7 (17:7'-7' r • I I SIGN SHOP DRAWIN65 TO BE MALL 2 PRINT DATE : --`- \ ASSUMED BULKHEAD - - ASSUMED BULKHEAD SUBMITTED UNDER SEPARATE COVER CONSTRUCTION AND CONSTRUCTION AND FINISH -- FRAMING SHOWN SHADED FRAMING SHOWN SHADED - — BUTT JOINT 201 9 - 06 - 26 _ o v a FINISH BY MALL , FINISH BY MALL • BUTT JOINT SIGN q[ENTRANGt� a 21 `\ k ,_,A,11 - -"`l 14' 6 314 =��`_ i 14' 6 3/4 14' 6 3/4 1, \\il'�� I 14 0" \: 1 1 7-c- 14'-0" 1. .1 \"\ ,\ . •\ ,. ., ii :., IF BULKHEAD CONFIGURATION �' IF BULKHEAD CONFIGURATION • • �i • • ,I I `' • I INTERFERES WITH STOREFRONT INTERFERES WITH STOREFRONT METAL 111 I METAL 1Ly METAL r� I METAL ra CLADDING CLADDING CONSTRUCTION-6.C. TO NOTIFY METAL la CONSTRUCTION-6.C. TO NOTIFY I I CLADDING Di ARCHITECT 4 ALDO PL. 0 1): ARCHITECT 4 ALDO P.L. cl IMMEDIATELY. IMMEDIATELY. I o `�= ,REFER TO STRUCTURAL REFER TO STRUCTURAL . . . . 'i' SHEETS FOR ADDITIONAL 1 �I, / \ 11'-5' SHEETS FOR ADDITIONAL r�i : : F:4, _, I 11'-5" \ 11'-5" INFORMATION \ INFORMATION 1 / ---7 - — - I I REG HEAD :, r-' RSC.::•op ER I : I O 0SALES I \ - I Q' SALES AREA I GYPSUM FILING, ENTRY PORTAL GYPSUM ILINfi, \ /' RECESSED LIGHTING(SEE I I — j FINISH GYPSUM LING, FINISH RCP PLAN) I \ li \ ! FINISH �A / • 1/24 THICK BUTT JOINTS1/2" THIC = JOINTS 'U" CHANNEL TO I `k� "U" CHANNEL TO \ / GYPSUM AY WINDOW ., •-;,•a. GLASS \\\,\\, -- -- 1 TEMPERae " 'S5 B FYPSUM C ILIN6, SEPARATE FINISHES 1 —RECESSED CAN LIGHTING SEPARATE FINISHES \ 5x08 FINISH `►Z7 � — 1 _ - 1— I I SALES AREA I "\\\\ I (SEE RCP PLAN) BUTT JOINT LIG-\T �OX I I !^� INC CLIP 1 \ GLAZING CLIP I \ 'I"\ / }� 1/2" THICK BUTT JOINTS TO / FINISH TO / - 1t— LEASE LINE 2 \( 8 GLASS r ;try ��` MATCH ` I I \ 2 - FINISH ® 724mm/�\\�159mm LEASE LINE / I - I SALES AREA I / \ j ALE PoSTaz I o 0 0 o `J \ j SALE PobTER LINE OF ROLLING / \ 81 m Ik3 O 1ret I \ I 815mm, GRILLE 1 I MALL 1 / \ I I (SIa.E�9tI0D ONLY) I {SAL1 Pstl \7\\,,;\ I I —STOREFRONT 11 I I 2014-06-25 ALDO, LANDLORD 4 SAJO COMMENTS GRILLE POST SHOWN I / 1 I • I /1'..scla ROLL-UP AA DASHED FOR / \ i / GRILLE j / CLARITY / 1 / I NO. DATE REVISION BUTT JOINT • \ \ MALL I / I / \ THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF \ — — _ _ — — = THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR i _i__\ MEIN_ *"� n I TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. • CLADDING I ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND I I \ rt I DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE 'I' PROCEEDING WITH THE WORK. \ \ NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. 5A01 \ -- \ DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION 6" GLAZING BASE, \ \ ONLY FINISH AUL I \ I e- ` ' I " AD2 I SHREMSHOCK 1 11 I I �vvI Shremshock Architects, Inc. JJ(736 I_ 2'-11 7400 W.Campus Rd.I Suite 150 I New Albany,OH 43054 (7361 LEASEiik LINE b° HIGH GLAZING 6" HIGH GLAZING LEASE LINE ) t:614 545 4550 I f:614 545 4555 I shremshock.com 7 BASE, FINISH`I BASE,FINISH`e Gerald S.Shremshock.Architect Timothy J.Shremshock,Architect tvED ARC D STOREFRONT SECTION G STOREFRONT SECTION ELEVATION ØSTOREFRONT 1/2" = I'-0" GERALD Si.SHREMSH+ L .. XI N tff.,OPP. IfilA 4:, -• IQ 0 ITO • 76, ifrzS„ / /-- $ L'- SIAL NOTES FOR 6i.AS6 9r0EFRONr k __ �� LANDLORD NOTES — ISO'GLASS CLIP SPECIFICATION : BUILT-UP BOX COLUMN ;I AA I. — — — z O r-, �u _ 1+ 6/26/2O19 ROLLING GRILLE I I AA ,< • STYLEMARK - (or Equal) ALL STOREFRONT METAL PANELS MUST MEET LL REQUIREMENTS solo I I - I I 5C10 I FINIS ,r►/! BELOW (THIS NOTE MUST APPEAR ON FINAL DRAWING SET); �' `J L N `re • s I. ALL SEAMS BETWEEN METAL PANELS MUST BE IDENTIFIED qo'GLASS CLIP SPECIFICATION: ON THE STOREFRONT ELEVATION AND MUST BE PROPERLY REFER TO STRUCTURAL . --.. LP.' ALDO SHEETS FOR ADDITIONAL I cm STYLEMARK - (or Equal) I\ ADDRESSED DURING DESIGN REVIEW PROCESS. METAL 1 INFORMATION ? ' I MODEL 510555 1 PANELS WILL NOT BE ALLOWED TO DIRECTLY COME INTO i — — _ _ N FINISH La • �I I — — -� [ _ Nole e CONTACT WITH ADJACENT PANEL. REVEALS, TURN-IN L__ - ,e "' AA 16 _ __ 2300 EMILE-BELANGER, MONTREAL 010'WALJ.MONT GLASS CLIP SPECIFICATION: SEAMS, WELDING OR SIMILAR MUST BE SPECIFIED AND 5Ao AA 1. 5A02 QUEBEC, CANADA, H4R 3J4 STYLEMARK - (or Equal) DETAILED OUT ON THE PLANS FOR APPROVAL. oA2° MODEL wslas83 ' . 2. MINIMUM IS GAUGE METAL PANELS ARE REQUIRED. THIS — - TEL.: (514) 747-2536 FINISH `w MUST BE CALLED OUT ON THEIR PLANS FOR APPROVAL. L LINE of TENANT T LINE OF TBsIANT FAX: (5141 747-6504 3. NO VISIBLE FASTENERS EXISTING 5/4" SOFFIT ABOVE L ILLUMINATED LEASE LtNEJ SOFFIT ABOVE ADJACENT THE CLIPS SHOULD BE INSTALLED AT 2/3 (FROM FLOOR) THE HEIGHT OF THEBLACK ALUMINUM —1/2" TEMPERED GLAZING STOREFRONT SIGN 1/2' TEMPERED GLAZING TENANT FINISH 4. MIN I/2 THICK FIRE-RATED PLYWOOD SUBSTRATE IS PROJET/PROJECT: CHANNEL REVEAL WITH CLIPS ABOVE WITH CLIPS STOREFRONT AND SHOULD NOT BE AT EYE LEVEL. REQUIRED AND MUST BE CALLED OUT ON THE PLANS. EXISTING 3/4" I 5. HIGH QUALITY IS EXPECTED FOR ALL METAL FINISH ` 0 , 1"-O" 6)', 5'-O" 7'-0" 5'-O" ,,6)6",, 1`-0" BLACK ALUMINUM ALDO APPLICATIONS. METAL SUCH AS SHOP PAINTED CHANNEL REVEAL. 18-0)4' FINISH; WAS i NGTON SQUARE ALUMINUM AND STEEL, STAINLESS STEEL, SOLID BRASS, LEASELINE To LEASELINE BRONZE, PEWTER OR ENAMEL COATED STEEL MAY BE USED PORTLAND, OR 67223 FOR HARDWARE, TRIM AND PANELS WHEN WELL DESIGNED 20'-DYi" TITRE/TITLE: AND DETAILED. • OVERALL LEASELINE TO LEASELINE STOREFRONT PLAN, ELEVATION $ SECTIONS 43A- PROJET NO./PROJECT NO. DESSINE/DRAWN: 2551 AMB A STOREFRONT PLAN ECHELLE/SCALE: VERIFIE/CHECKED: 4 1/2" = I'-0" --- ELM CONCEPT, ANNEE/YEAR: PAGE: P:\ALD\190293R1 ALD—Washington Square, Portland, OR\2567.dwg AA I6 4 21-511 i,-271, A I_ D 0 ,, I I/2" THICK MDF PANEL j FINISH 1/2" THICK MDF PANEL /4 / / FINISH" DATE CM'S/ISSUED • ` s / 2. / 201q-O6-0"1 ISSUED FOR ALDO/LANDLORD/BAJO REVIEW I / 1,14 —(1 , 14'b 3/4 U/5 MALL BULKHEAD 201,4-06-28 ISSUED FOR BID * PERMIT -- a 16ga METAL CLADDING • AA MOUNTED ON - [L� /2° F.R.T. PLY.,�� �� \ • • \ J . 3 ��) T.O. TENANT STOREFRONT '. : . IbgQ METAL i�► \\ \\ I I \\ \\ I CLADDING�t1.1 \ \ \ \ � ,� t • / MOUNTED ON • N. • _, —71 r — I/2" PLY. �� I BOXED BEAM, REFER J YL 1" 1" \ TO STRUCTURAL BUTT .JOINT(I/Ib") MIN. " 1" ter_ //' z LLUMINATED SIGN TO BE 5/5" THICK GYPSUM I/2I " THICK PLYWOOD ,, BOARD FINISH`1 NSTALLED dN 70P OF 5/8" THICK GYP. BD. • \ ;,' W METAL CLADDING EDGE OF GYPSUM BOARD— METAL CLADDING 'lirI TO 8E TAPED AND TO BE WRAPPED ON PLY. GLAZED EDGE. 1 1/2" CHANNEL @ . 1.I. F 4'-0" G.G. MAX. Ib METAL CLADDING i�� I - ILLUMINATED SIGN (one Ihe) = I �Il ®/8�METAL FURRING0 FOR BULKHEAD ;c n 1I; Wc.c. :v oA2o GALVANIZED STEEL. 0 - -i- \ HANGER WIRE no.12 5W6 \ • ,. / 20 AT. 3 ACK ® 4' 0" c.c. MAX. \ 20 6A TRACK / ti •-• Ibga METAL CLADDING Ila /]}� —— — -- — - MOUNTED ON 1/2" PLY. I � . . fir. \ : 115! ROLLING GRILLE GUIDE 7 = _ 1/ " f ._.. ... •_ _ .• 1 . TRACK, FINISH i�1, GLoSURE LINE -,:..: •�' ,: 115Trtri7 PRINT DATE ill U/S TENANT SOFFIT I: 5/5" THICK GYPSUM � GRILLE DETAIL BOARD FINISH i, I EQ. EQ. 201 9 - 06 - 26 «� t CONT. 2X YVOOD BLOCKING 4. b" = I'-0" U CHANNEL TO V SEPARATE FINIGi-IL -- — —� 2h' I :t. „r n. 2'-10V 5/8" THICK GY` ,M MALL BULKHEAD BOARD FINIS-He1 I METAL STUD FRAMING F.R.T. BLOCKING 3'-1" LEASE LINE Tr Ibga METAL CLADDING AS REQUIRED — MOUNTED ON 1/211 PLY. 5/8" THICK GYP. BD. METAL STUD FRAMING Ibga METAL CLADDING PA THICK MDF � r MOUNTED ON E/2" PLY. PANEL FINISH {r1,l 1 N ROLLING GRILLE IF BULKHEAD CONFIGURATION f • �� — COLUMN ® INTERFERES WITH STOREFRONT "LCLOSURE LINE CONSTRUCTION - G.G. TO NOTIFY ARCHITECT 4 ALDO P.L. IMMEDIATELY N BOTTOM PLATE 2 REFER TO STRUCTURAL SHEETS FOR ADDITIONAL FRAMING INFORMATION DETAIL Z ?TC7RONT DETAIL GDSTOREFRONT DETAIL ( SECTION , 11/2" = 11-0" = 6'1 = II-0" NOTE I: NOTE 2: NOTE 3: NOTE 4: NOTE 5: G.C. TO PROVIDE GENERAL CONTRACTOR G.G. TO FIELD VERIFY EXISTING LANDLORD'S CONSTRUCTION STRUCTURAL SUPPORT OF STOREFRONT SYSTEM ANY AND ALL OF TENANT'S EQUIPMENT OR ADEQUATE TO BE RESPONSIBLE ON SITE. IF SUCH CONDITIONS INTERFERES IN./ NEW TENANT'S SHALL BE INDEPENDENT OF LANDLORD'S OVERHEAD FIXTURES TO BE HUN6 FROM LANDLORD'S BULKHEAD SUPPORT FOR SIGN SUPPORT BULKHEAD CONSTRUCTION OR IS NOT WHAT 15 SHOWN ON STRUCTURE. TENANT CONSTRUCTION MAY BE SECURED STRUCTURE SHALL BE SUSPENDED FROM NNTH METAL STUDS AND STABILITY TO THIS DRAWING, 6.G. TO NOTIFY ARCHITECT PRIOR TO START TO LANDLORD'S FRAMING TO OBTAIN LATERAL STRUCTURE ABOVE (NOT FROM DECK) 1 AND BRACING. BULKHEAD. OF CONSTRUCTION. STABILITY. ' •'� 5/5" THICK GYPSUM ` BOARD -- > / 21-54i" l'-2743" I I 201,4-06-28 ALDO, LANDLORD 4 5AJ0 COMMENTS Ibcp METAL CLADDING MOUNTED ON 112" PLY. /I NO. DATE REVISION • A THIS DRAWNG HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF l THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE ....6 , LAYOUT AND SERVICES REQUIREMENTS FQR THE TRADE FIXTURES OR _aa I �1)- , A 4 b3I4 TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. �� 1 6ULKH ALD ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND AA RECESSED CHANNEL FROM G.R. LAURENCE Ibga METAL CLADDING DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE F.R.T. BLOCKING 4. #Wu1BLSL OR APPROVED EQUAL, FINISH BLACK IMV 2" I—MOUNTED .R.T. PLY. , NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. 5/8" THICK GYPSUM or27i" / 1 j 14'-0" DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION BOARD FINISH IJ I ,—� r.0. TENANT ONLY BLACK GLAZING STRIP 1 \ ;� STOREFRONT (BOTH SIDES) LEASE LINE \\. \` © SHREMSHOCK DISPLAY WINDOW I MALL L • CI I-1 ---1,---- LI.';, Shremshock Architects, Inc. ' I 7400 W.Campus Rd. I Suite 150 I New Albany,OH 43054 • + • I y BOXED BEAM,REFER t:614 545 4550 I f:614 545 4555 I shremshock.cam TO STRUCTURAL Gerald S.Shremshock,Architect Timothy J.Shremshock,Architect 1 r 3 5/5" METAL � i1 D DISPLAY WINDOW DETAIL E, STUD FRAMING 4. bel = 11-' 'I r�� �� - . , I 1/2" CHANNEL ® . - Ibga METAL CLADDING r,V 4'-0" c.c. MAX. I • I MOUNTED ON C " I ' I 1/2" PLY,Lk rr7 7/8 METAL FURRING v:r VINYL GLAZING STRIP @ 16° c.c. I GERALD S.SHREMSHOCK " " GALVANIZED STEL • t 1/2" TEMPERED GLAZAG HANGER WIRE no.l2 5W6 ' `\ �: T_--_--. AT'i ® 4'-0'I c.c. MX. • • 0 lL NEOPRENE SETTING BLOCK — — — •.-li~ �• FIRE RATED v� _ ; LEASE LINE I • • • 1 • ,■i' I—'_ Woor, Q Q 6/26/2019 p/ ' 3I, I MALL I . • I �=_ I I BLOCKINGS ' �Iu U/S TENANT SOFFIT ALDO 6" HIGH SIDELITE RAIL WITH 5/8" THICK GYPSUM / r� SADDLE BY G.R. LAURENCE- BOARD FINISH ` Ibga METAL CLADDING �I.y #5Rb55A34GL OR MOUNTED ON 1/2" PLY. SLACK ALJJMINUM APPROVED EQUAL. FINISH I5\ A '1J" CHANNEL TO RECESS MULLION SEPARATE FINISHES ` 2300 EMILE-BELANGER, MONTREAL DISPLAY WINDOW' NEW / / I/2"0 EXPANSION BOLT ® 5/8" THICK GYPSUM \ ' 24" O.G. (HILTI KWIK BOLT BOARD FINISH " QUEBEC, CANADA, H4R 3J4 II OR EQUAL) CEILING TRACK h5B10 �� I I TEL,: (514) 747-2536 ' SEALANT BLOCKING TO / I FAX: (514) 747-6504 (N) TENANT ( GROUT JOINT PER SUPPORT FLOORING LANDLORD SPECS. POSTER SYSTEM ' PROJET/PROJECT: (E) MALL FLOORING 3'-SY4' � - Z �( IF BULKHEAD CONFIGURATION ALDO INTERFERES WITH STOREFRONT EXISTING BULKHEAD ..•••••••••••••••••••������������� / ��......�+�...�.�.�.�.�.�.�.�.�.�.�.�.�.�.�. CONSTRUCTION - S.C. TO NOTIFY .,.,.,.,.,.,,,.,.,..........., ,.•.•.•.•.•.•.•.•.•.•.•,•.•.•.•.•.•.•.•.•.•.•.,.•.• WASE I NGTON SQUARE FINISHES AND FRAMING ARCHITECT E ALDO P.L. IMMEDIATELY11///7/E/7/, !ADDITIONALREFER TO rnFRAnMI�N(, INFO�RMA7�ION PORTLAND, OR I��� ' - Ibga METAL CLADDING /4(Z i' SECTION DETAIL TITRE/TITLE: N / MOUNTED ON 5/8" PLY, (E) CONCRETE STOREFRONT DETAILS ` —FIRE RATED WOOD SLAB NOTE I: NOTE 2: NOTE 3: NOTE 4: NOTE 5: PROJET N0./PROJECT NO. DES5INE/DRAWN: --�� BLOCKING 6.G. TO PROVIDE GENERAL CONTRACTOR 6.C. TO FIELD VERIFY EXISTING LANDLORD'S CONSTRUCTION STRUCTURAL SUPPORT OF STOREFRONT SYSTEM ANY AND ALL OF TENANT'S EQUIPMENT OR 2587 AM15 STOREFRONT DETAIL C DISP AY WINDOW DETAIL ADEQUATE TO BE REDrONSIBLE ON SITE. IF SUCH CONDITIONS INTERFERES W/ NEW TENANT'S SHALL BE INDEPENDENT OF LANDLORD'S OVERHEAD FIXTURES TO BE HUNS FROM LANDLORDS ECHELLE/SCALE: VERIFIE/CHECKED: BULKHEAD SUPPORT FOR SIGN SUPPORT BULKHEAD CONSTRUCTION OR 15 NOT WHAT IS SHOWN ON STRUCTURE. TENANT CONSTRUCTION MAY BE SECURED STRUCTURE SHALL BE SUSPENDED FROM ELM b" = I'-011 b" = I'-4" --- 4 WITH METAL STUDS AND STABILITY TO THIS DRAWING,6.C. TO NOTIFY ARCHITECT PRIOR TO START TO LANDLORDS FRAMING TO OBTAIN LATERAL STRUCTURE ABOVE (NOT FROM DECK) YEAR: PAGE: AND BRACING. BULKHEAD. OF CONSTRUCTION. STABILITY. CONCEPT, ANNEE/ P:\ALD\190293R1 ALD-Washington Square, Portland, OR\2587.dwg AA 16 4A ALDO DATE EMIS/ISSUED 20Ic1-Ob-07 155UED FOR ALDO/LANDLORD/SAJO REVIEW 2014-05-28 ISSUED FOR SID $ PERMIT 3V yPRINT DATE 16cp METAL CLADDING • ... . MOUNTED ON 1/2' PLY. ft, 16ga METAL —. CLADDINGi'ci''' 1-F - I DISPLAY WINDOW 1 201 9 - 06 - 26 MOUNTED ON 1/2" PLY. - 2" x 3"STEEL TUBE n -CLOSURE LINE aiiiill, ROLLINS GRILLE IDE - —7E1 , TRACK,FINI --...i,A1 - _ _ j F.R.T BLOCKING AS REQUIRED N i ENTRY PORTAL I - 1 &km sum ►1 • z - I"'Ibga METAL CLADDING N1i1� � LiMOUNTED ON I/2" PLY. Alik a Q=T -�1�-1/2" THICK TEMPERED I OPP. CLEAR GLAZING. IN O 1- i F - DETAIL QW; 51M. 5/5" THICK Jig i'-5%" - — GYPSUM BOARDF.R.T. BLOCKING. \ \ AS REWIRED y Y. N I I . I 2014-06-28 ALDO, LANDLORD 4 5A-10 COMMENTS • iiii 1 1 NO. DATE REVISION NOTE ill ONLY SURFACE BEHIND [I THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LIGTHBOX NEEDS TO BEYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR PAINTED ATO EXPLAIN COMPANY CONSTRUCTION STANDARDS. «, -L . - ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND REFER TO MANUFACTURER 3 5/8" STUD FRAMING DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE INSTALLATION DRAWINGS AND TRACK PROCEEDING WITH THE WORK. FOR EXACT CONSTRUCTION , NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. (E) DEMISING WALL III II FI`!l ■ : ADJACENT! DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION 2 I/2" STUD FRAMING TENANT I ONLY AND TRACK \ F.R.T. BLOCKING AS 1/2" PLYWOOD 'r / REQUIRED SHREMSHOCK 1 i1 1Ili ' 1 •I LIGHTBOX AA /, Shremshock Architects, Inc. (25 1/2' x 55") 5X08 L----"----i\ L y 7400 W.Campus Rd.I Suite 150 I New Albany,OH 43054 t:614 545 4550 I f:614 545 4555 I shremshock.com Gerald S.Shremshock,Architect LEDTimothy J.Shremshock,Architect r BRED AR0 1 1 icty ,e' ' :;-,.. „ \._ \ i6cp METAL CLADDING EXISTING. ADJACENT ✓tl MOUNTED ON 5/S' F.R.T. TENANT FINISHES D PLY.Aa GERALD a S.S EMSH 'DISPLAY WINDOW --- W Iff 6LEASE LINE • 69 • EXI571N6 METAL • "u"CHANNEL All‘4:77f, 1 .,c4,4/. $ v 6/26/2019 „ : . 5/8" THICK GYPSUM BOARD Q�Y', 1/2 x I/2 #IE 1210 BLACK ANODIZED 1/2" THICK F.R.T. PLYWOOD ALUMINUM ANGLE(ALL AROUND). ALDO \ • NO LIGHT ESCAPE FROM BEHIND.BACK PANEL OR NEOPRENE MAY BE REWIRED. NO SILICONE ALLOWED. 2300 EMILE-RELANGER, MONTREAL 5/8" THICK GYPSUM BOARD MALL) QUEBEC, CANADA, H 4 R 3 J 4 1/2" THICK F.R.T. PLYWOOD , -- ' TEL.: (514) 747-2536 Ibga METAL CLADDING . . FAX: (514) 747-6504 MOUNTED ON 1/2" F.R.T. Nil 1. J . VA (E) DEMISING. PLY. :g„_ . 11 ....:::.:.-..i.:: . r 1 ....•...:... ( PROJET/PROJECT: .., . ` / YVALL / .. __ , .... .k,,4 . ALDO _ ::�`:::: ::: WASE I NGTON SQUARE T ' r PORTLAND OR c11223 Ib9ri METAL Aa ISga METAL. leyMETAL CLADDING All; r V^_-_.� GLADDIN6 CLADDING — Q MOUNTED ON I/2” F.R.T. 1' TITRE/TITLE: METAL FILLER METAL MIN. BENDING MIN. BENDING 1/2" THICK TEMPERED E--STORE BULKHEAD AND STOREFRONT DETAI LS Ib CLADDING i FILLER RADIUS 1/32" RADIUS 1/32" CLEAR GLAZINE cm LEASE LINE 91 lb Cr- (E) ADJACENT — PROJET NO./PROJECT NO. DESSINE/DRAWN: 2587 AMS N TENANT D PLAN DETAIL PLAN DETAIL B PLAN DETAIL CONSTRUCTION PLAN DETAIL 8" a ECHELLE/SCALE: VERIFIE/CHECKEb: 45 6' . I'-°" 43 6" : l'-0" is b' = 11-0' 46 3" = I,-0„ _ ELM CONCEPT. AN/�NEE/YEAR: PAGE: P:\ALD\19029381 ALD—Washington Square, Portland, DR\2587.dwg AA IG. 4 ALDC) DATE EMIS/ISSUED 2014-06-26 I ISSUED FOR SID 4 PERMIT MTI,. STUD FRAMING, TYP. SEE WALL LEGEND ON ARCH DRAWINGS, 4 DETAIL D/5 FOR STUD MATRIX \...., ./ 1 2" x 2" x 16 6A CHANNEL CLIP AN611 I/4" LESS THAN STUD WIDTH,TYP. - ATTACH AT EVERY STUD WITH (4) *5 SGREN3 AT LOCATIONS WHERE VERTICAL STUD SPACING 15 TIGHT,(MAKING INSTALLATION OF ANGLES DIFFICULT AFT STUDS ARE IN PLACE), ATTACH ANGLES TO STUDS BEFORE INSTALLING STUDS. / I / I.' 'x PRINT DATE NOTE FOR THE FULL HEIGHT AND LENGTH OF 4 I WALL, AD Sf3RHED ALL BE GAUGE FRAMING —CROSS REFERENCE GUIDE WWITAlBRIDGING @o" o. H , 10° 201 9 ----- 06 - 2 6 BRIDGING 15 NOT REQUIRED ALONG ANY PORTION OF VERTICAL WALL WHERE SHEATHING (GYP. MIL L. TI-I I C K N E SS - GAUGE NUMBER CROSS REFERENCE BOARD, PLYWOOD,CEMENT BOARD,ETC.) I5 ATTACHED TO BOTH FACES OF THE WALL 25 GA. 18 MIL I 22 GA. 27 MIL 16 GA. 54 MIL 20 GA. 33 MIL 14 GA. 68 MIL 18 GA. 43 MIL 12 GA. 97 MIL 1 1/2" WIDE x 1/2" OP x 16 6A COLD-ROLLED CHANNEL - LOCATE AT 4'-0" D.G. MAX VERTICALLY EXAMPLE CROSS REFERENCE: 5 BRIDGING DETAIL 3 5/8", 18 GA STRUCTURAL METAL STUD = 362 S 162 - 43 METAL STUD N.T.S. \ STUD (S=STUD) FLANGE STUD DEPTH (T=TRACK) WIDTH THICKNESS =3.625" =i.625" =43 MIL (15 GA.) =3 5/8" =1 5/8" LIMITING HEIGHTS FOR INTERIOR METAL STUD PARTITIONS SALES PARTITIONS WITHOUT SHELVING ATTACHED TYPICAL STRUCTURAL STUDS AND TRACKS NON-SALES PARTITIONS WITHOUT SHELVING ATTACHED ALL SEISMIC DESIGN CATEGORIES FORMER STANDARD DESIGNATION NEN SSMA DES GNATON (STEEL STUD MANUFACTURERS ASSOCIATION) STUD STUD FLANGE STUD STUD MAXIMUM WALL HEIGHT DESIGNATION DEPTH WIDTH GAUGE SPACING OR MAXIMUM HEIGHT TO DIAGONAL BRACE 2 I/2", 20 GA. STUD w/ 1 5/8" FLANGE 2505162-33 3625162-33 3-5/8" 1-5/8" 20 16" 17'-6" I 2011-06-28 ALDO, LANDLORD 4 SAX COMMENTS 2 1/2", 18 GA. STUD w/ 1 5/6" FLANGE 2505162-43 3625162-43 3-5/6" 1-5/8" IS 16" 161'-0" 3 5/8", 20 GA. STUD w/ 1 5/6" FLANGE 3625162-33 3625162-54 3-5/8" 1-5/8" 16 16" 200-6" NO. DATE REVISION 3 5/8", 18 GA. STUD w/ 1 5/8" FLANGE 3625162-43 605162-33 6" 1-5/8" 20 16" 26`-6" THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF 6", 20 GA. STUD W/ 1 5/8" FLANGE 6005162-33 6005162-43 6" 1-5/8" 18 16" 28'-6" THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE 6", 18 GA. STUD w/ 1 5/8" FLANGE 6005162-43 6005162-54 6" 1-5/8" 16 16" 30'-0" LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. VARIfi A 8", 18 GA. STUD w/ 1 5/8" FLANGE 8005162-43 ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND U/5 (E STRUCTiJRE L L\_—— 450. 6", 16 GA. STUD w/ 1 5/8" FLANGE 8005162-54 DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. 10", 18 GA. STUD w/ 1 5/8" FLANGE 10005162-43 LIMITING HEIGHTS FOR INTERIOR METAL STUD PARTITIONS NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. \ / IF POSSIBLE (BUT NOT \ 10", 16 GA. STUD w/ 1 5/8" FLANGE 10005162-54 SALES PARTITIONS WITH SHELVING ATTACHED DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION REQUIRED) ALTERNATE SEISMIC DESIGN CATEGORIES D, E AND F ONLY pIAbONAL ORIENTATION 12", 16 GA. STUD W/ 1 5/8" FLANGE 12005162-54 \\ _._.- „iiii, 12", 12 GA. STUD w/ 1 5/8" FLANGE 12005162-q7 15/8" 22 GA. TRACK w/ 1 1/4" LEG 162T125 27 STUD STUD FLANGE STUD STUD MAXIMUM HEIGHT TO la S H R E IVl S H O C K 3 5/8" PP CONT. TRACK DESIGNATION DEPTH WIDTH GAUGE SPACING DIAGONAL BRACE W, (I) #12 SCREW IN EA. 15/8"' 20 GA. TRACK w/ 1 1/4" LEG 162T125-33 Shremshock Architects, Inc. \ FLANGE OF EA. STUD 3625162-33 3-5/8" 1-5/8" 20 16" 15'-O" 7400 W.Campus Rd. I Suite 150 I New Albany,OH 43054 (4) - #12 SCREWS (TYP) 2 I/2", 20 GA. TRACK w/ 1 1/4" LEG 250T125-33 3625162-43 3-5/S" 1-5/5" 18 16" 16'-0" t:6145454550 I 1:6145454555 I shremshock.com + 2 I/2 20 GA. TRACK W/ 2" LEG 250T200-33 3625162-54 3-5/8" 1-5/3" I6 16" 18'-0" Gerald S.Shremshock,Architect I4'-b" 4- X 3 5/8 DIAGONAL / \ BRACE PER DETAIL 2 1/2", 18 GA. TRACK w/ 1 1/4" LEG 250T125-43 Timothy J.Shremshock,Architect U/5(MAX,) BRAG I% \ B/5A 2 1/2", 18 GA. TRACK w/ 2" LEG 250T200-43 gED , , C 3 5/8", 20 GA. TRACK w/ 1 1/4" LEG 362T125-33 LIMITING HEIGHTS FOR INTERIOR METAL STUD PARTITIONS �Ca'� FINISHED CEILING un 3 5/8", 20 GA. TRACK w/ 2" LEG 362T200-33 �` (WHERE ) NON-SALES PARTITIONS WITH SHELVING ATTACHED � — - 3 5/8", 18 GA. TRACK w/ 1 t/4" LEG 362T125-43 SEISMIC DESIGN CATEGORIES D, E AND F � 3 5/8", 18 GA. TRACK w/ 2" LEG 362T200-43 GERALD S.SHREMSHUC 6" 20 GA. TRACK w/ 1 1/4" LEG 600T125-33 STUD STUD FLANGE STUD STUD MAXIMUM HEIGHT TO • 3769 u DESIGNATION DEPTH WIDTH GAUGE SPACING DIAGONAL BRACE NOTE 6", 20 GA, TRACK w/ 2 LEG 600T200-33 d 5/8" TYPE 'X' GYP. BD. BOTH SIDES AS REQUIRED i 6" 18 GA. TRACK W/ 11/4" LEG 600T125-43 3625162-43 3-5/8" 1-5/8" 18 16" 14'-0" 4/ GYP. BO. STOPS AT 14'-0" A.F.F. WHEN 613, 18 GA. TRACK w/ 2" LEG 600T200-43 3625162-54 3-5/8" 1-5/8" 16 16" 15'-0" O THERE IS NO CEILING Q D 6/26/2019 -� sT 3 5/8" 18 GA. RUGTURAL METAL TYPI CA L FIAT ( F U R R I \G ) CHANNELS NOTE: AT LOCATIONS WHERE A STUD WALL SUPPORTS ROTI-4 SALES AND STUDS @ lb" 0.G. INSTALL METAL NON-SALES SHELVING, THE STUDS SHOWN IN THE TABLE BELOW SHALL Al_ DO BRIDGING @ 4'-0" 0.G. PER DETAIL B/5 REFER R!X O 57JD I 7/ 8", 25 GA. FURRING CHANNEL 087F125-18 BE "DOUBLED " AS FOLLOWS: I-I OR MANUF. RECOMMENDATIONS ' 7/8", 22 GA. FURRING CHANNEL 087F125-27 #S SCREWS @ 8" 0.151" DIA. POWDER ACTUATED DEL O.C. FASTENERS (HILT' X-u OR STUD 2300 EMILE-BELANGER, MONTREAL !QIJIVALENT) ® Ib" 0.G. MAX. 4 2" FROM EACH END CONT. 3 5/S" (OR 6") X 20 6A L I G1-IT GAUGE FRAMING SCREIA1 CONNECTIONS N ADDITION, THE SPACING OF THE TDP AND BOTTOM WALL TRACK QUEBEC, CANADA, H4R 3,�4 METAL TRACK W/(1) #8 SCREW AT EACH FLANGE OF EACH STUD CONNECTIONS TO THE EXISTING STRUCTURE SHALL BE REDUCED TEL.: (514) 747-2536 WALL,BASE AND FLOOR FINISHES. UNLESS NOTED, LIGHT GAUGE FRAMING CONNECTIONS SHALL BE MADE TO 6" O.C. MAX., AND DIAGONAL SPACING SHALL BE REDUCED TO 32" O.C. FAX: (514) 747-6504 (SEE FINISH PLAN AND SGHEpULF) i " USING #8 SCREWS. SEE DETAIL C/5A FOR DIAGONAL BRACING CONNECTIONS. NOTES: PROJET/PROJECT: AT LOCATIONS WHERE SHEATHING MATERIAL IS PLACED AGAINST THE 1. DESIGN BASED ON ALLOWABLE DEFLECTION OF L/360. ALDO 2. DESIGN BASED ON FY = 33 KSI FOR 3 5/8 4 6 STUDS LESS THAN 16 GAUGE. (E) FLOOR SLAB SCREW HEADS OF LIGHTGAUGE METAL FRAMING CONNECTIONS, PANCAKE FY = 50 KSI FOR 3 5/8", 16 GAUGE 4 6", 16 GAUGE STUDS, 1^1A5f+INGTON SQUARE HEAD SCREWS SHALL BE USED SO Ti-IAT THE SHEATHING MATERIAL 3. PROVIDE HORIZONTAL BRIDGING @ 4'-0" O.C. MAX PER MANUFACTURER'S RECOMMENDATIONS. IF POWDER ACTUATED FASTENERS ARE NOT NOTE REMAINS STRAIGHT AND SMOOTH. 4. DESIGN BASED ON MINIMUM 5 PSF LATERAL LOAD, OR LATERAL SEISMIC LOAD, WHICHEVER CONTROLS. PORTLAND OR c11223 ALLOWED BY LOCAL BUILDING OFFICIAL 5. TABLE 15 VALID FOR (I) LAYER OF GYPSUM BOARD EACH FACE. t THEN REPLACE WITH 1/4' DIA. HILTI KWIK INSTALL GYP. BD. ON ONE SIDE ONLY AT BACK TO BACK 6. FOR STUD DESIGNATIONS REFER TO C/5. TITRE/TITLE: HUS-EZ CONCRETE SCREWS CONDITIONS OR AT PERIMETER CONDITIONS. FRAMING DETAILS D NON-RATED PARTITION 0LIGHT GAUGE METAL FRAMING STUD SIZE MATRIX SEISMIC DESIGN CATEGORIES D, E 4 F N.T.S. N.T.5. PROJET NO./PROJECT NO. DESSINE/DRAWN: 5 I I/2" = ILO" 2056 AMB . ECHELLE/SCALE: VERIFIE/CHECKED: AS NOTED --- CONCEPT, ANNEE/YEAR: PAGE: PAALD ALO-Washington Square, Portland, OR\2587.dwg AA 16 5 • !— - �.. .. . - 0 ---- --- ----- ---- --.:v--.-7:*-..z..-7.,.-!.. .-.-k__17-_--::::v.,.__ _-__ ___----: _l-f7-_ - _ r-17— -.. - - __— _ -_- - - I I 11 I III II I 1_..^' II�IIII� 1 I i� DATE NIS/ISSUED — — 2019-06-07 ISSUED FOR ALDO/LANDLORD/SAJO REVIEW © 2019-06-28 ISSUED FOR BID & PERMIT • I K..„.,..._ 1 * Ej I `�0 0 0 0 (� CO I — — — — — — — — - - - E 1-- - t - - - - I 1 Qo > 0 ct ®� __ RA ' 0 A i PRINT DATE : nEl D o 2019 - 06 - EXISTING DUCT TO REMAIN ISTING DUCT TO REMAIN Z w EXISTING DUCT TO REMAIN {' 0 12 0 x o 12 � I \575 O m O /Aa\ ® rE( 4 › ii . C V em. oill . Rip PRp4-S II49 Ra ,,:IL � ,,II 4 EGON 2 ; O,y�tD V211915 Qti, Ii I i n DEC 3 � 2020 (E)UALL SUPPLY AIR DUCT AT 14'-0'A.F.F. � � __---) ' MECHANICAL PLAN Exp SCALE: 1/4" = 1'-0" 1 2019-06-28 ALDO, LANDLORD & SAJO COMMENTS NOTES BY SYMBOL NO. DATE REVISION RELOCATE T-STAT WHERE INDICATED AT 48" AFF. COORDINATE WITH L.L. O1 EMS CONTRACTOR. THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE 02 EXISTING VAV UNIT TO REMAIN. LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR rVTMG VAV UNIT SCHEDULE EXISTING EXHAUST FAN AND CONTROLS TO REMAIN. GC TO VERIFY POSSIBLE GENERAL NOTES TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. 3 ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND TOTAL HEAT REUSE AND REPLACE WITH NEW IF NEEDED. MARK MANUFACTURER MODEL SIZE CFM KW VOLTAGE 1. ALL SUPPLY AND RETURN DUCTWORK SHALL BE GALVANIZED SHEET METAL DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE 0 CONNECT NEW TAP TO EXISTING SUPPLY AIR DUCT. V.I.F. AND EXTERNALLY INSULATED I WITH 1-1/2" INSULATION. DUCT DIMENSIONS PROCEEDING WITH THE WORK. VAV-1 TITUS ATQP 6 1750 5 208/3 SHOWN ARE INSIDE CLEAR. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. UNDERCUT DOOR MIN 1" MAX 1-1/4" TO PROVIDE AIR TRANSFER, 2. FLEX DUCT SHALL BE PREINSULATED WITH 1-1/2" THICK FIBERGLASS, 1# DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION -PROVIDE WITH INTEGRAL ELECTRIC HEATER DENSITY FLEXMASTER OR EQUAL. PROVIDE SPIN-IN FITTING WITH INTEGRAL ONLY -GC TO VERIFY POSSIBLE REUSE OF EXISTING DISCONNECT. REPLACE AS NEEDED. EXISTING VAV NOTES 6 AND SIZES ON SITE. CONTRACTOR SHALL ADD OR MODIFY EXISTING RETURN EXISTING TRANSFER AIR OPENING. T.G.C. TO VERIFY EXISTING LOCATIONS VOLUME DAMPER AT EACH TAP. MAXIMUM FLEX RUN - FIVE FEET (5'-0"). AIR OPENINGS IN THE SPACE DEMISING WALLS TO PROVIDE ADEQUATE FREE 3. T.G.C. SHALL VERIFY EXACT LOCATION OF HVAC EQUIPMENT BEFORE CONTRACTOR SHALL FIELD VERIFY THE CONDITION OF THE EXISTING HVAC AREA. CONTACT LANDLORD'S ON-SITE REPRESENTATIVE FOR EXACT FABRICATING DUCTWORK. SYSTEM TO BE FULLY OPERABLE AND IN CONFORMANCE WITH LANDLORD'S REQUIREMENTS. 4. UPON COMPLETION OF CONSTRUCTION T.G.C. SHALL CLEAN COILS, ADJUST MALL REQUIREMENT. EXISTING EXHAUST FAN SCHEDULE 0 EXISTING ACCESS PANEL FOR VAV-1 MAINTENANCE TO REMAIN. PAINT TO BELTS, REFRIG. CHARGE AND REPLACE FILTER MEDIA TO OBTAIN MAXIMUM ANY CHANGES MADE TO THE EXISTING VAV BOX OR TO THE L.L. SUPPLIEDO. MATCH CEILING. EFFICIENCY. CFM FOR THIS TENANT WILL NEED TO SUBMITTED FOR APPROVAL. PLAN MARK MANUFACTURER MODEL NO. C.F.M.CFMS.P. HP VOLT NOTES 8 PROVIDE NEW ACCESS PANEL. PAINT TO MATCH CEILING. 5. T.G.C. SHALL PAINT ALL DIFFUSERS AND GRILLES TO MATCH ADJACENT 1301 Solana Blvd. ' TGC SHALL VERIFY TRANSFER AIR OPENING EXIST AND MEET MALL CRITERIA EF-1 BROAN 676 100 .125" 1/10 120 a CEILING OR AS SPECIFIED IN ARCHITECTURAL DRAWINGS. DP Bldg. 1,Suite 1420 FOR VAV/HVAC COMPLIANCE. CEILING FANS SHALL BE FURNISHED WITH THE FOLLOWING APPICABLE: 6. PROVIDE BALANCING DAMPER AT DIFFUSER WHERE ACCESS IS LIMITED. _ Westlake,TX 76262 VERIFY VAV CONTROLS ARE UPDATED TO MEET ALL CURRENT MALL HVAC a. BACKDRAFT DAMPER COMMISSIONING NOTE _ 817-410-2858 b. VIBRATION ISOLATION SUPPORT HANGERS 7, EXISTING DUCTWORK TO REMAIN AND BE REUSED WHERE POSSIBLE, HVAC VJWW.pONPENN.COM CRITERIA AND INTERFACE WITH ALL CURRENT BMS SYSTEM. c. ROOF JACK WITH BIRDSCREEN WORK TO CONFORM TO ALL APPLICABLE STATE, LOCAL AND REGULATORY WHEN REQUIRED, IT IS THE OWNER'S RESPONSIBILITY TO CONTRACT WITH A AGENCY CODE REQUIREMENTS. • IT IS THE CLIENT'S INTENT TO REUSE AS MUCH OF THE EXISTING DUCTWORK COMMISSIONING AUTHORITY TO COMPLY WITH LOCAL CODES. AS POSSIBLE. T.G.C. SHALL VISIT SITE PRIOR TO BIDDING JOB AND 8. PROVIDE NEW PORTIONS OF DUCTWORK AIRTIGHT. ANY NEW DUCTWORK DETERMINE EXISTING CONDITIONS AND INTEGRITY OF SUCH. T.G.C. SHALL SHALL BE FABRICATED FROM GALVANIZED SHEET METAL OR STAINLESS STEEL. PROVIDE NEW AND/OR REUSE EXISTING. VERIFY INTEGRITY OF EXISTING VAV NOTES: FIBERGLASS DUCTWORK WILL NOT BE PERMITTED. NO PVC PIPING ALLOWED. "' - AIR DEVICE SCHEDULE E.H. PRICE CONDENSATE, AND PROVIDE NEW AS REQUIRED. CAP AND SEAL ALL UNUSED g• ALL ABANDONED HVAC EQUIPMENT SHALL BE REMOVED COMPLETELY FROM PORTIONS OF DUCTWORK AIRTIGHT, 1. DESIGN IS BASED ON LANDLORD PROVIDING 55 DEGREE AIR 365 DAYS AYEAR SPACES AND ROOF BACK TO POINT OF ORIGIN. PLAN MARK MODEL # FACE SIZE NECK SIZE TYPE NOTES IT SHALL BE THE G.C.'s RESPONSIBILITY TO FIELD VERIFY THE EXISTING HVAC 2, DURING THE FIRST WEEK OF CONSTRUCTION THE T.G.C. SHALL REQUIRE THE 10, ALL ROOF WORK IS TO BE PERFORMED BY LANDLORD DESIGNATED , EQUIPMENT (VAV-1) IS OPERATIONAL, AND IN GOOD WORKING CONDITION. AA ASPD-31 24x24 SEE PLAN DIFFUSER C/W SPF FRAME MECHANICAL CONTRACTOR TO VERIFY THE QUANTITY OF SUPPLY AIR AND CONTRACTOR AT THE TENANTS EXPENSE. N. VERIFY ALL COMPONENTS INCLUDING T-STAT, CONDENSATE, ELECTRICAL ARE I TEMPERATURE BEING DELIVERED TO THE TENANT VAV TAP AND REPORT r FULLY CONNECTED AND OPERATIONAL. G.C. TO COORDINATE WITH ALL FINDINGS TO ARCHITECT AND ENGINEER. 11. T.G.C. SHALL DEMOLISH AND REMOVE ANY EXISTING DUCTWORK AND �, . , ..TRADES AND CONNECTIONS AND CONTACT THE ARCHITECT AND ENGINEER IF (t) 530 24x12 -- R.G. -- DIFFUSERS NOT BEING REUSED. DISCREPANCIES ARE OBSERVED SO MODIFICATIONS TO THE DRAWINGS CAN � `" 3. T.G.C. SHALL PROVIDE ALL NECESSARY COMPONENTS FORA FULLY BE ADDRESSED IMMEDIATELY (--) BBFUNCTIONAL SYSTEM, SPECIFIED UNIT DOES NOT INCLUDE ANY CONTROLS 12• BALANCE THE SYSTEM WITH CFM'S SHOWN. BALANCING SHALL BE 2300 EMILE-BELANGER, MONTREAL b TITUS TMSA 24x24 SEE PLAN DIFFUSER LAY IN (SENSORS, THERMOSTAT, ACTUATORS, VALVES, OR MOTOR STARTER}. PREFORMED BY A THIRD PARTY APPROVED CERTIFIED AGENCY AND REPORT t� CONTRACTOR TO COORDINATE WITH THE LANDLORD REP. TO ENSURE FULLY SUBMI i ILD TO THE ENGINEER FOR APPROVAL. QUEBEC, CANADA, H4R 3J4 G.C. NOTE: DURING THE FIRST WEEK OF CONSTRUCTION THE T.G.C. SHALL COMPATIBLE CONTROLS ARE ORDERED AND PROVIDE FOR PROPER UNIT 13. ALL EXPOSED DUCTWORK SHALL BE INTERNALLY LINED WITH 1-1/2" TEL.: (514) 747-2536 REQUIRE THE MECHANICAL CONTRACTOR TO VERIFY THE QUANTITY OF IMPORTANT: FUNCTION SUPPLY AIR AND TEMPERATURE BEING DELIVERED TO THE TENANT VAV TAP -SUPPLY DIFFUSERS IN GYP BOARD CEILING SHALL BE ORDERED WITH BALANCING DAMPERS PROVIDE INSULATION. ALL DUCTWORK DIMENSIONS SHOWN ARE INSIDE CLEAR. AND REPORT TO ARCH / ENGINEER. LAY-IN TYPE GRILLE FOR STOCK ROOM. 4. LANDLORD TO PROVIDE MORNING WARM-UP LAX: {514} 747-6504 PROJ ET/PROJECT: ALDO WASHINGTON SQUARE PORTLAND, OREGON, USA TITRE/TITLE: MECHANICAL PLAN PROJET NO./PROJECT NO. DESSINE/DRAWN: 2587 C.M. I ECHELLE/SCALE: VERIFIE/CHECKED: --- S.A. LD 12 ACONCEPT. ANNEE/YEAR: PAGE: M-1 .0 R:\ALDO\_Shremshock\2019.Projects\19-3597.WashingtonSquare.Portland.OR\Design\19.3597.M1.D.dwg AA16 f " ---- :.=.- .:_ _,.:-.7 ------- 7.---- --- --:4',...7- - --=';:5;------;------7--- --1-,-- ---___,..,r..----'-4..c.--;--. .,- ...---.-lz--2:--.... -- - .--.:--- ----_,:,-------------_-- - - ------w--- - ...71.-- ---- - - ,-, 1-,----------r-_-.---- ---;-..-:: -..,_ - .--.-i---_-_____ --:-.A-- ___. ------ --Z.:-..0- ------.4-," - ------ --."f`.--:'. :.-ZY. -- - -"-----.--- -----•::: ---- „,,..- ---;--,..--:,.--p-t-i.::::: - ...;:t- --- ---_ -f-:.,•:-.,-7.--7.-a,---;_--- ---k.---- 77; L- -...:47- -------- -t--,----,f4--t- -_-_„4------- -„---_-_ -7„--.---1•----*•.,; DATE E MIS/ISSUED 2019-06-07 ISSUED FOR ALDO/LANDLORD/SAJO REVIEW 2019-06-28 ISSUED FOR BID & PERMIT . , NOTES BY SYMBOL • • • 0 EXISTING VAV AND DCUT WORK SHOWN SOLID TO BE REMAIN. • ® EXISTING DUCTWORK AND DIFFUSERS SHOWN DASHED TO BE DEMOLISHED AND REMOVED FROM SITE DEMO NOTES 1. EXISTING DUCTWORK AND DIFFUSERS TO BE REMOVED AS NOTED. 2. REMOVE ALL EXISTING MECHANICAL EQUIPMENT, DUCTWORK, PLUMBING 0 FIXTURES AND PIPING SYSTEMS ETC. NOT BEING REUSED. DO NOT JUST ABANDON. PRINT DATE 1 - 201 9 - 0 6 - 2 8 1 1 ,...,...,____ 0PR Op- N- GINE w 44 79 1 0 0 0 0 • 0 cc 1::96'E li- --.......t... — 4-- o OREGCN 2 0 2 + 1:4/2i/91 q4 -47z1) JAMS9 - -_ _ _ - - _ 1 li, 1 I1 __ • ExpDEC 31 2020 .4, . mi 1c—21 - , \/ 1 is7L. 0 TYP. r 4 -1111 A\ , V N -1 - WJ 1 I lz..1... 1 1 1 NIAi 1 I I I ....__I I I I I 1 2019-06-28 ALDO, LANDLORD & SAJO COMMENTS ' 1 ILIN I 0 I EX SUPPLY DUCT TO REMAIN. 1111 01 EX SUPPLY DUC • - • , . 0 NO. DATE REVISION i flit 1 I U 0 I THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF 1 i Ri71 E.T.R. I DIE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE , DUCT LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR 7i vi TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. J, E.T.R. , AU. DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND I /1 I (I) VAV ) DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE - TYP. IL PROCEEDING WITH THE WORK. _L_I i . s ...... ... ....... NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. . i RA - _ i_ 0 ..1. .1.. I DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION I 1 V NI 1= I E.7,g ff g ff...=:-.g ff..1.-_-g rm ONLY N7I L 1 -flu 1 V N EX MALL SUPPLY DUCT TO BE PROT CTED DURING DEMOUT10 LW I 177 _ - ) - - (1) 1301 Solana Blvd. E.T.R DUC1 D P Bldg. 1,Suite 1420 Westlake,TX 76262 A 4- C — 817-410-2858 WWW.DONPENN.COM • I -A. i i MECHANICAL DEMOLITION PLAN CISCALE: 1/4” = V-0" 2300 EMILE-BELANGER, MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747-2536 FAX: (514) 747-6504 PROJET/PROJECT: ALDO WASHINGTON SQUARE PORTLAND, OREGON, USA TITRE/TITLE: MECHANICAL DEMOLITION PLAN PROJET N0./PROJECT NO. DESSINE/DRAWN: 2587 C.M. ECHELLE/SCALE: VERIFIE/CHECKED: --— S.A. 1E312 ALDO CONCEPT, ANNE/YEAR: PAGE: R:\ALDO\_Shremshock\2019.Projects\19-3597.Washin gtonSquare.PortIond.OR\Design\19.3597.M1.1.dwg AA16 M-1 .1 , _ ,,___„-4:7_-_-1:__ __: - ----------,:=7_---7-1--- A A ---t-;----- D _ 0 ,_- __,_____,7_, __ _ ____ „,,,.. _____ „._,_-_- ,, -_-_, _=_,_____ _ „____ _--„_- ., ,_____„_, ,_______,„_,___„,..,„_,__-_„,_„_,,_ . _ __,„________„_.,,,_____„,„,_,„_______._,___ __,„_„„_________ ___,_,„.„..._, ,_..._ __________„..=_„..,= DATE CMTS/ISSUED Q2019-06-07 ISSUED FOR ALDO/LANDLORD/SAJO REVIEW 2019-06-28 ISSUED FOR BID & PERMIT i — — I i - - I I , . ...___ 0 , * ÷ 0 40 0 0 I , . _ __._ I PRINT DATE : I 0.. 2019 - 06 - 28 1 I EX DUCT 0 12'-7-3/4" A.F.F. I EX DUCT 0 12'-5-3/4" A.F.F. EX DUXT 0 12'-5-3/4" A.F.F. I ? ? ? ? ? ? I / /' i' �' -'"' I' / r 4.7 9 0 0 OR07/21101 G9 Q ��2 I g4DJAMS p - DEC 31 202 , i i 1 N c , lj r- EXP -1) , - - - - %- - - - - - 1 ? / • / I 1 2019-06-28 ALDO, LANDLORD & SAJO COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCA1ED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFOREMECHANICAL SITE VERIFICATION PLAN PROCEEDING WITH THE WORK. 1 NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. SCALE: 1/4" — 1'-0" DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY THIS SURVEY IS TO BE COMPLETED IIv MEDIATELY AFTER DEMOLITION AND RETURNED TO THE DESIGNER BEFORE COMMENCING CONSTRUCTION. SURVEY C-IECKLIST EXISTING HVAC EQUIPMENT SCHEDULE MANUFAG IUREA PLAN TYPE OF LOCATION AND NAMEPLATE ELEC. REMARKS, AGE THIS SURVEY IS TO BE COMPLETED IMMEDIATELY AFTER DEMOLITION AND CHECKLIST: & D 1301 Solana Blvd. MARK EQUIPMENT/DESCRIPTION MOUNTING INFO. AND CONDITION RETURNED TO THE DESIGNER BEFORE COMMENCING CONSTRUCTION. MODEL#/SERIAL; Bldg. 1,Suite 1420 1. INDICATE LOCATION & HEIGHT, UNDERSIDE OF EXISTING A/C UNIT & _ Westlake,TX 76262 PLEASE COMPLETE ALL DIMENSIONS INDICATED AS WELL AS DIMENSIONS DUCTS. 817-410-2858 LISTED BELOW. ALL DIMENSION SHOULD READ IN FEET AND INCHES (0'-O") C TO THE CLOSEST EIGHTH-INCH (1/8"). ALL DIMENSIONS SHOULD BE CLEAR 2. COMPLETE ALL "BLANK" DIMENSIONS. WWW.DONPENN.COM DIMENSIONS (FROM SURFACE TO SURFACE OR FACE TO FACE). IF A DIFFERENT DIMENSION TOLERANCE OR START-STOP POINT IS REQUIRED, IT WILL BE NOTED. 3. INDICATE DIMENSIONS ON PLANS FOR OVERALL FRONT-TO-BACK, SIDE-TO-SIDE AND DISTANCES BETWEEN COLUMNS. THE EXISTING DRAWING IS TO BE USED AS A REFERENCE ONLY AND IS r NOT TO BE ASSUMED ACCURATE. PLEASE REVISE THE DRAWING, OR I 4. COMPLETE 'EXISTING HVAC EQUIPMENT SCHEDULE' INFORMATION. PROVIDE A NEW DRAWING AS REQUIRED TO REFLECT ACTUAL SITE CONDITIONS. 5. CORRECT PLAN FOR EXISTING SITE CONDITIONS. THE FOLLOWING CHECKLIST AND PLAN SHOULD BE COMPLETED. ALL ITEMS TO BE CHECKED OFF Sc SIGNED WITH NAME & DATE (COMPLETED BY), AND , RETURNED TO THE DESIGNER ONCE THE SURVEY IS COMPLETED, BEFORE n 6. SKETCH LAYOUT AND PROVIDE SIZES FOR ALL EXISTING DUCTWORK, COMMENCING CONSTRUCTION. DIFFUSERS, PIPING, EQUIPMENT, ETC. AND PROVIDE LOCATIONS AND _' SIZES FOR EXISTING LOUVERS, VALVES, OR OTHER HVAC SYSTEM COMPONENTS. HEIGHT FROM SLAB TO DECK (AT LOWEST POINT) 23001EMILE—BELANGER, MONTREAL HEIGHT FROM SLAB TO LOWEST STRUCTURAL MEMBER QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747-2536 HEIGHT FROM SLAB TO LOWEST PIPE TO REMAIN FAX: (514) 747-6504 HEIGHT FROM SLAB TO LOWEST CONDUIT TO REMAIN HEIGHT FROM SLAB TO LOWEST DUCT TO REMAIN PROJET/PROJECT: ALDO HEIGHT FROM SLAB TO LOWEST EQUIPMENT TO REMAIN WASHINGTON SQUARE HEIGHT FROM SLAB TO LOWEST PORTLAND, OREGON, USA OTHER INTERFERENCE TO REMAIN TITRE/TITLE: MECHANICAL SITE VERIFICATION PLAN COMPLETED BY: DATE: PROJET NO./PROJECT NO. DESSINE/DRAWN: 2587 G.M. ECHELLE/SCALE: VERIFIE/CHECKED: --- S.A. LDOi2 ACONCEPT, ANNEE/YEAR: PAGE: M-1.2 R:\ALDO\_Shremshock\2019.Protects\19-3597.WashingtonSquare.Portland.OR\Design\19.3597.M1.2.dwg AA16 1 • MECHANICAL SPECIFICATIONS: DIVISION 15000 ALDO 2r8 LEGEND W'.as hi ngt an Square 1.0 GENERAL NOTES_ 12.0 THE ROOM IS CLASSIFIED ORDINARY HAZARD. EACH SPRINKLER HEAD SHALL COVER 130 sqft Portland, OR ___N___ (12.1m ) MAXIMUM. TO BE COORDINATED WITH THE LANDLORD. 1485 SQUARE FEET ALDO 1.1 THE COMPLETE INSTALLATION SHALL BE MADE IN STRICT ACCORDANCE WITH THE LANDLORD'S ---------- __ _- _ _ REQUIREMENTS. CONSULT LANDLORD'S DESIGN CRITERIA. 13.0 SEMI-LOGARITHMICS TYPE GRAPHICS SHALL INCLUDE WATER SUPPLY CURVES, SYSTEM .ASHRAE DESIGN CONDITIONS ELBOW WITH TURNING VANES REQUIREMENTS, EXTERIOR AND INTERIOR HOSES REQUIREMENTS, IN SUCH A WAY AS TO PRESENT A I 1.2 THE DRAWINGS AND THE SPECIFICATIONS SHALL BE CONSIDERED ADDITIONAL TO ARCHITECT AND GRAPHIC RESUME OF HYDRAULIC CALCULATIONS. - - ELECTRICAL ENGINEER'S SPECIFICATIONS. ANY DISCREPANCY OR CONTRADICTION SHALL BE BROUGHT TOCOOLING CA DB 91 COOLING ^ W8 50+ �/� DATE EMIS/ISSUED THE ATTENTION OF THE ENGINEER. 14.0 PIPING AND FITTINGS SHALL BE APPROVED TYPE, IN COMPLIANCE WITH NFPA CODE, FM OR ULC COOLING IA DB 7 COOLING IA WB 83 w SUPPLY DUCT IDENTIFIED AND DESIGNED TO WITHSTAND A WORKING PRESSURE OF 175 Ib/sgin (1210KPa). HEATING OA Z HEATING IA 68 2019-06-07 ISSUED FOR ALDO/LANDLORD/SAJO REVIEW 1.3 ARCHITECT'S GENERAL REQUIREMENTS ARE PART OF THIS CONTRACT AND THEY SHALL BE APPLIED BY THE GENERAL CONTRACTOR AND SUBCONTRACTORSHVAC-PLUMBING-FIRE PROTECTION 15.0 FIRE PROTECTION SUBCONTRACTOR SHALL INSTALL ALL VALVES SHOWN ON DRAWINGS AND AS ROOF U-FACTOR 0.10D LTS-RECESSED 1520 + 2.0 W/SQ FT ( NECESSARY FOR THE PROPER OPERATION OF THE INSTALLATION AND AS REQUESTED BY NEPA. LIGHT DIVERS" 1.2 %LTS-RECESSED• 70 + // f RETURN OR EXHAUST DUCT ETC..). I 2019-06-28 ISSUED FOR BID & PERMIT VAV 16.0 ELBOWS, REDUCERS, ADAPTERS, FITTINGS AND COUPLINGS SHALL BE SAME MANUFACTURE AS MIN AIR ~ MISC. VATTS 1000 4 1.4 GENERAL CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO FAMILIARIZE HIMSELF WITH LIS-SURFACE 1485 SQ FT/PERSON 75+ CONDITIONS THAT CAN AFFECT HIS WORK IN ANY MANNER. (MEASUREMENTS - PARTICULAR TEES. IL %LTS-SURFACE 100 NO OF PEOPLE CONDITIONS, ETC...) NO EXTRA COST DUE TO THE IGNORANCE OF LOCAL CONDITIONS WILL BE 17.0 PIPING SHALL BE BLACK STEEL, SCHEDULE 40, ASTM-A53, ASTM-A135 AND ASTM-A758. WALL AREA 3 �NALLU-FAuTOR 0.2Q + TAKE-OFF WITH BOOTH ACCEPTED BY THE OWNER. THREADED JOINTS, CAST IRON FITTINGS ASTM-A126, 125 Ib/sgin (860KPa) BY GRINNELL, UL APPROVED, THREADED, HYDROSTATIC WORKING PRESSURE OF 175 Ib/sqin (1210KPa) AT 150 F ‘66 CI 96RO<?F SPACE 0 - 1.5 DUCTWORK, PIPING, EQUIPMENT AND ACCESSORIES ARE SHOWN SCHEMATICALLY. NO DIMENSION AND LESS. FLANGES PACKING, TUBE RUBBER, ALBION 350, 1/8" (3.2mm PEOPLE SENS EAT 250 PEOPLE LATENT MO SHALL BE SCALED ON THE DRAWINGS. GIVE PRIORITY TO THE DIMENSIONS MARKED ON THE DRAWINGS. ) _ ___- _ _ - - __ [ MANUEL DAMPER 1.6 GENERAL CONTRACTOR SHALL MAKE ALL NECESSARY CHECKING AND ADJUSTMENTS TO COMPLY 18.0 RUNS OF PIPE AND EQUIPMENT LOCATION ARE SHOWN APPROXIMATE. FIRE PROTECTION ----- -- _____ _ ____ - WITH THE INTENT OF SPECIFICATIONS. SUBCONTRACTOR SHALL COORDINATE HIS INSTALLATION WITH THE CEILING, DUCTS, LIGHTING AND COOL #G LOAD SU[ satARY GENERAL LOOK OF THE WORK. H>LA }- TRANSFORMATION FROM RECTANGULAR 1.7 THE DRAWINGS SHOW THE APPROXIMATE LOCATION OF THE EQUIPMENT. EACH SUBCONTRACTOR - "�" -- M- -- - - DUCT TO FLEXIBLE DUCT SHALL VERIFY THESE LOCATIONS BEFORE INSTALLATION, 19.0 FLUSHING CONNECTIONS SHALL BE INSTALLED AT LOW POINTS WHERE REQUIRED AND WHERE SENSIBLE HEAT GAIN LATENT HEAT GAIN INDICATED ON DRAWINGS, IN SUCH A WAY AS TO EMPTY THE SYSTEM COMPLETELY. ELECTRICAL COIL 1.8 BEFORE STARTING THE WORK, COORDINATE ALL SUBCONTRACTOR WORK. NO EXTRA COST WILL BE _ ----- ----- --_ ACCEPTED FOR A LACK OF COORDINATION. 20.0 ALL SPRINKLERS SHALL BE OF AN APPROVED FOG TYPE WITH FUSE MELTING AT A VARIOUS PEOPLE 4950 PEOPLE 39e0 TEMPERATURES ACCORDING TO THE REQUIREMENTS, VENTILATION 0 VENTILATION 0 1.9 GENERAL CONTRACTOR'S TENDER SHALL INCLUDE THE COST OF ALL NECESSARY PERMITS AND ROOF LOAD 9272 70% TO SPACE I T I THERMOSTAT CERTIFICATES, ALL DRAWINGS APPROVAL COSTS AND ALL INSPECTION COSTS REQUIRED BY ALL 21.0 PENDANT SPRINKLER HEAD: MICROMATIC, MODEL WITH GLASS FUSE (E-1), SEMI-RECESSED, LT5 SURFACE 6012 100f6 TO SPACE AUTHORITIES HAVING JURISDICTION. CHROMED PLATED ESCUTCHEON AND SPRINKLER, OR ALTERNATE APPROVED EQUIPMENT. OTS-RECESSED 4358 70% TO SPACE VENTILATION GRILLE TYPE 1.10 EACH SUBCONTRACTOR SHALL COMPLETE THE WORK IN EVERY DETAIL. EVEN THOUGH NOT 22.0 UPRIGHT SPRINKLER HEAD; MICROMATIC, MODEL WITH GLASS FUSE (M), BRONZE FINISH. OR MISC LOAD 3412. CUBIC FEET PER MINUTE SHOWN ON DRAWINGS OR CALLED FOR IN THIS SPECIFICATION. ALTERNATE APPROVED EQUIPMENT. WALL LOAD 0 1.11 ALL RUBBISH'S AND GARBAGE SHALL BE REMOVED FROM THE JOB SITE AT THE END OF EVERY 23.0 INVISIBLE SPRINKLER HEAD: STAR, MODEL H ("UNSPOILER"), FULLY RECESSED IN CEILING AND - - -- ____ -- ---- ______ CFM CUBIC FEET PER MINUTE WORKDAY. AT THE CONTRACT COMPLETION, ALL TOOLS AND EQUIPMENT SHALL BE REMOVED AND THE HIDE WITH 4" DIAMETER PLATE OR ALTERNATE APPROVED EQUIPMENT. TOTAL SENSIBLE MOH TOTAL LATENT 0 JOB SITE SHALL BE LEFT IN A CLEAN CONDITION.. ._.___. _ 24.0 REMOVED SPRINKLER HEADS SHALL NOT BE REUSED. TOTAL COOLING LOAD ?1D`5 BTUH O.8? CFM/SQ FT 1.12 STARTUP SHALL BE DONE BY MECHANICAL SUBCONTRACTOR AND THE GENERAL CONTRACTOR DUCT TO BE DEMOLISHED 25.0 FIRE PROTECTION SUBCONTRACTOR SHALL INSTALL SPRINKLER GUARDS IN LOCATION WHERE SENS/TOTAL RAT10 88 % 22 BTUI•tSO FT - - - 1.13 COMPLY WITH ALL APPLICABLE CODES. SPRINKLERS MAY BE SUBJECT TO MECHANICAL IMPACTS AND WHERE INDICATED ON DRAWINGS. NOMINAL CFM 11F CEG F DIFF) 1273 CFM 2.7 TONS SUPPLY AIR TEMP 55 DEG F PRINT DATE 1.14 ALL WORK AFFECTING OTHER TENANTS SHALL BE DONE OFF BUSINESS HOURS (NIGHT OR 26.0 FIRE PROTECTION SUBCONTRACTOR SHALL INSTALL EVERYWHERE PIPES RUN THROUGH WALLS, IEI TEMPERATURE DIFFERENCE 23 CEO F • WEEKEND). COORDINATE WITH THE LANDLORD. FLOORS, CEILINGS ETC... A CAST IRON ESCUTCHEON ON EACH SIDE OF THE PARTITION. FIG.395 OF GRINNELL OR ALTERNATE APPROVED EQUIPMENT. -- - _- _ - - 557 SQ FT TON 2o g - 0 6 2.0 GUARANTY 28 27.0 FIRE PROTECTION SUBCONTRACTOR SHALL INSTALL EVERYWHERE PIPES RUN THROUGH - - -- _- _ - _ ACOUSTICAL CEILINGS, CHROMED STEEL ESCUTCHEON WITH CLAMPING MECHANISM, AND CONCEALED HEATING LOAD SUMMARY21. EACH SUBCONTRACTOR SHALL GUARANTEE HIS WORK FOR ONE YEAR AFTER DATE OF HINGES, FIG.20 OF GRINNELL, OR ALTERNATE APPROVED EQUIPMENT. -- - -- -- - - - PROVISIONAL ACCEPTANCE BY THE TENANT. EACH SUBCONTRACTOR SHALL REPAIR OR REPLACE AT HIS OWN EXPENSE, ALL DEFECTS SHOWING DURING GUARANTEE PERIOD, AND THIS, WITHIN 48 HOURS FROM SENSIBLE HEAT GAIN LATENT HEAT GAIN NOTICE. 28.0 FIRE PROTECTION SUBCONTRACTOR SHALL COORDINATE WITH LANDLORD'S UNDERWRITERS THE _ - ,. - ADDITION OF SPRINKLER HEADS OVER FINISHED CEILING. VENTILATION 0 VENTILATION 0 2.2 PROJECTS IMPLYING AIR CONDITIONING COMPRESSORS SHALL INCLUDE AN EXTENDED FOUR (4) YEARS WARRANTY PERIOD COVERIRINGGCOMPRESSORS. 29.0 FIRE PROTECTION SUBCONTRACTOR SHALL SUPPLY AND INSTALL TWO (2) PORTABLE FIRE ROOF LOAD 8388 EXTINGUISHERS, ABC DRY POWDER, PRESSURE TYPE, CLASS 6A, 80BC, 10 POUNDS (4.5 KG) CAPACITY, WALL LOAD 0 3.0 SHOP DRAWINGS AND INSTRUCTION MANUALS 235 Ib/sqin (1620 KPa) WORKING PRESSURE. MODEL WBDL-ABC10 OF CFH, WALL INSTALLATION, OR _ ___ _____ _- - _ IBRO pen ALTERNATE APPROVED EQUIPMENT. TOTAL SENSIBLE $388 _- TOTAL LATENT 0 - �'k� INE S, 3.1 PRIOR TO ORDERING OR INSTALLING ANY EQUIPMENT, SUBMIT TO ENGINEER FOR APPROVAL A T T l � G F O MINIMUM OF TO (2) COPIES OF SHOP DRAWINGS FOR EACH ITEM OF EQUIPMENT, IF REQUESTED. 15500 - VEN I I LA I I ON-H ATI `C-AIR CONDITIONING �c, -Sr TOTAL HEATING LOAD STUN 1:'' • r 3.2 UPON COMPLETION OF CONTRACT, SUBCONTRACTOR SHALL SUPPLY INSTRUCTION MANUALS, NOMI NAL K�W ELEC HEAT 2 KW y COVERING OPERATION AND MAINTENANCE OF EQUIPMENT INCLUDED IN HIS CONTRACT. INSTRUCTION 1.0 WORK INCLUDES GENERALLY, LABOR, SUPPLY AND INSTALLATION OF ALL MATERIALS AND MINIMUM KW ELEC HEAT 3 KW •` `� MANUALS SHALL BE SUPPLIED IN LOOSE LEAF BINDER, IN THREE (3) COPIES. (ONE (1) COPY FOR THE EQUIPMENT REQUIRED FOR THE VENTILATION WORK INDICATED IN DRAWINGS AND SPECIFICATIONS. LANDLORD AND TWO (2) FOR THE TENANT). INSTRUCTION MANUALS SHALL INCLUDE: BASED ON 20 DEG F RISE Q VAV MIN AIR) O OREGON 2 2.0 THE TENANT'S VENTILATION SUBCONTRACTOR SHALL VISIT THE SITE IN ORDER TO WHITENESS _ - ^_ _- - O2 °1/21191 ri= a. ALL GUARANTEES ON EQUIPMENT AND INSTALLATIONS. ALL EXISTING CONDITIONS AND SUBMIT A DETAILED REPORT TO THE TENANT, DESCRIBING ALL DEFECTS 12 00101 AMCNITYVAV WKS '9(0 JAMSS� b. TESTS RESULTS AND AIR BALANCE REPORT. IN EXISTING INSTALLATION. c. OPERATION AND MAINTENANCE MANUALS. " SA TEMP ATUNITAT SPACE ON DESIGN DAY d. SPRINKLERS ACCEPTANCE CERTIFICATE AS PER NFPA-13. 3.0 THE LANDLORD'S VENTILATION SUBCONTRACTOR SHALL VERIFY ALL HVAC UNITS AND THE "' SPECIAL ALLOWANCE FACTOR PER ASHRAE i4TABLE 15'CHAPTER 281 TENANT'S VENTILATION SUBCONTRACTOR SHALL PERFORM THE NECESSARY CORRECTIONS WITHOUT 4.0 AITFRNATE EQUIPMENT BEING LIMITED TO: Exp. DEC 2I2O 4.1 PROPOSAL SHALL BE BASED ON SPECIFIED EQUIPMENT AND MATERIAL. a. BALL BEARINGS LUBRICATION. b. COILS, CLEANING AND PURGING. 4.2 PROPOSAL FOR ALTERNATE TO SPECIFICATION SHALL INCLUDE MANUFACTURER NAME, MODEL c. FANS: REPLACE BELTS, ALIGNMENT IF REQUIRED. AND COST MODIFICATION. d. REPLACE FILTER MEDIA. e. CHECK REFRIGERANT CHARGE. 4.3 COST OF ANY CHANGE REQUIRED TO OTHER TRADES WORK DUE TO SUBSTITUTION OF ALTERNATE f. CHECK WIRING AND CONTROLS. EQUIPMENT, SHALL BE INCLUDED IN THE SUBCONTRACTOR'S PROPOSAL CALLING FOR THIS g. CONDENSER AND ACCESSORIES CLEANING. SUBSTITUTION. EVEN IF THESE CHANGES APPEAR AFTER THE DEMAND FOR SUBSTITUTION. h. PERFORM BALANCING WORK AND SUPPLY A BALANCING REPORT TO OWNER AND TENANT. 4.4 ALTERNATE PROPOSALS WILL BE ACCEPTED OR REJECTED BEFORE CONTRACTS ARE AWARDED. 4.0 THE VENTILATION SUBCONTRACTOR SHALL ADJUST THE AIR QUANTITIES OF UNITS AS PER NO CHANGES WILL BE ALLOWED AFTER THE CONTRACT IS SIGNED. DRAWINGS AND SPECIFICATIONS. 1 2019-06-28 ALDO, LANDLORD & SAJO COMMENTS 5.0 DRILLING AND ACCESS DOORS 5.0 THE VENTILATION SUBCONTRACTOR SHALL VISIT THE JOB SITE TO MAKE SURE OF THE EXACT NO. DATE REVISION LOCATION OF NEW DUCTS, GRILLES AND DIFFUSERS. HE SHALL ALSO SUPPLY SHOP DRAWINGS TO THE 5.1 OBTAIN AUTHORIZATION FROM BUILDING LANDLORD BEFORE DRILLING ANY HOLE IN CEILINGS, TENANT BEFORE FABRICATION AND INSTALLATION. SLABS, OUTSIDE WALLS, TENANTS WALLS OR FIRE RETARDING WALLS. THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF 6.0 THE EXACT LOCATION OF GRILLES AND DIFFUSERS SHALL BE MADE IN ACCORDANCE WITH THE THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE 5.2 OPENINGS. PAINTING, CUTTING AND PATCHING OF HOLES IN WALLS AND SLABS, SHALL BE MADE LAST ISSUED REFLECTED CEILING PLAN, TO BE COORDINATE WITH ARCHITECT. LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR BY THE GENERAL CONTRACTOR. TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. 7.0 WHEN REQUIRED, SMOKE DETECTORS SHALL BE SUPPLIED AND INSTALLED BY VENTILATION ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND 5.3 ALL RECESSED FRAMES AND ACCESS DOORS, FIRE RETARDING ACCESS DOORS IN WALLS AND SUBCONTRACTOR. DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE CEILINGS, SHALL BE SUPPLIED BY THE CONCERNED SUBCONTRACTOR AND INSTALLED BY THE GENERAL CONTRACTOR. THEY SHALL BE INSTALLED WHERE REQUIRED. THE SUBCONTRACTOR SHALL DETERMINE 8.0 THE VENTILATION SUBCONTRACTOR SHALL VERIFY AND REPAIR THE EXISTING DUCTS INDICATED PROCEEDING WITH THE WORK. THE LOCATION IN ACCORDANCE WITH THE ARCHITECT. ON DRAWINGS. INCLUDING ACOUSTICAL AND THERMAL INSULATION. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION 6.0 DEMOLITION 9.0 NEW DUCTS SHALL BE MADE OF GALVANIZED STEEL SHEET. CONNECTIONS AND INSTALLATION ONLY INCLUDING JOINTS AND ANCHOR GAGES AS PER ASHRAE/SMACNA REQUIREMENTS. DIMENSIONS 6.1 EVERY SUBCONTRACTOR OF EACH SECTION SHALL EXECUTE DEMOLITION WORK DESCRIBE ON INDICATED ON DRAWINGS ARE INTERNAL DIMENSIONS. DRAWINGS, AND THOSE NEEDED TO COMPLETE CONTRACT ADEQUATELY. UNLESS OTHERWISE INDICATED, ALL REMOVED AND UNUSED MECHANICAL EQUIPMENT SHALL BE TURNED TO THE LANDLORD. 10.0 MANUFACTURED FLEXIBLE DUCTS FROM "SIMPLEFLEX" OF A MAXIMUM OF FIVE (5) FEET 15400 FRE P O I E CTI O\ (1500mm) IN LENGTH, TO BE INSTALLED AT THE INLET OF AIR TERMINAL UNITS, DIFFUSERS, ETC. 11.0 THE TENANT SHALL INDICATE TO THE VENTILATION SUBCONTRACTOR, THE EXACT NEW LOCATION 1.0 WORK INCLUDES GENERALLY, LABOR, SUPPLY AND INSTALLATION OF ALL MATERIALS AND OF THE EXISTING THERMOSTAT. ALL CONTROLS COMPONENTS SHALL BE VERIFIED. EQUIPMENT REQUIRED FOR THE FIRE PROTECTION WORK INDICATED IN DRAWINGS AND SPECIFICATIONS. THE TENANT'S FIRE PROTECTION SUBCONTRACTOR SHALL VISIT THE SITE IN ORDER TO WHITENESS ALL 12.0 WHEN REQUIRED, INSTALL FIRE DAMPERS WHERE INDICATED ON DRAWINGS. FIRE DAMPERS IN 1301 Solana Blvd. ACCORDANCE WITH NFPA-90A.90B STANDARDS. ULC LISTED. 2.0 EXISTING CONDITIONS AND SUBMIT A DETAILED REPORT TO THE TENANT, DESCRIBING ALL II P Bldg. 1,Suite 1420 DEFECTS IN EXISTING INSTALLATION. a. RECTANGULAR DUCTS: RECTANGULAR COLLAR , TYPE 'B' WITH NO AIR STREAM � I Westlake, TX 76262 INTERFERENCE. IN SPECIAL CASES WHERE VERTICAL SPACE IS LIMITED TYPE 'A' MAY BE L =817-410-2858 3.0 INSTALLATION SHALL CONFORM TO ALL STANDARDS AND REGULATIONS REGARDING THIS TYPE OF ACCEPTABLE. CONTRACT TYPE, AND SHALL BE APPROVED BY THE AUTHORITIES HAVING JURISDICTION. TO BE WWW.DONPENN.COM COORDINATED BY THE BUILDING LANDLORD AS PER NFPA 13, LAST EDITION. b. ROUND DUCTS : CIRCULAR COLLAR, CR TYPE WITH NO AIR STREAM INTERFERENCE. 4.0 CONTRACTOR SHALL BE LICENSED FOR EXECUTION OF THIS TYPE OF WORK. 13.0 SUPPLY AND INSTALL MANUAL DAMPERS WHERE INDICATED ON DRAWINGS. SINGLE OR MULTIPLE / / A HOA VE AN TE: "R" VALUENICAL DM NIMOUMKOF SHALL /\ / \ / \ / \ BLADE DAMPERS, OPPOSED BLADE TYPE, MANUALLY ADJUSTABLE FOR AIR FLOW ADJUSTMENT. 5.0 ALL MATERIALS SHALL BE FM, UL/ULC LISTED, AND MEET ALL RECENT PUBLISHED REGULATIONS. I i S t 6.0 FIRE PROTECTION SUBCONTRACTOR SHALL MAKE SURE THAT INSPECTION OF HIS INSTALLATION IS 15700 - ACOUSTICAL AND THERMAL INSULAT ON 2x2x16 GA. AN. 3/8" THREADED ROD MADE, BEFORE IT IS CONCEALED BY CEILING AND COVERING. 1.0 GENERAL NOTES �_________THREADED ROD 7.0 AT FINAL INSPECTION BY THE AUTHORITIES HAVING JURISDICTION, THE FIRE PROTECTION 1.1 WORK INCLUDES GENERALLY, LABOR, SUPPLY AND INSTALLATION OF ALL MATERIALS AND SUBCONTRACTOR SHALL MAKE ALL REQUIRED CHANGES, NECESSARY TO OBTAIN FINAL APPROVAL. EQUIPMENT REQUIRED FOR THE INSULATION WORK INDICATED IN DRAWINGS AND SPECIFICATIONS. 3/8" MACHINE 8.0 THE FIRE PROTECTION SUBCONTRACTOR SHALL OBTAIN A CERTIFICATE OF INSPECTION FROM �:� METAL JOIST BOLT 2.0 PLUMBING AUTHORITIES HAVING JURISDICTION, AND TURN IT TO THE LANDLORD BEFORE FINAL APPROVAL. 's i ir 5 ALDO 9.0 AUTHORITIES HAVING JURISDICTION, SHALL APPROVE DESIGN DRAWINGS, COMPLETE INSTALLATION, 2.1 INSTALL 1" (25.4mm) THERMAL INSULATION ON DOMESTIC WATER PIPING UP TO PLUMBING FIXTURES. RESIN IMPREGNATED GLASS FIBER. C EQUIPMENT AND MATERIALS, INSPECT THEM AND SUPERVISE TESTS. (FIRE PROTECTION SUBCONTRACTOR 2300 EMILE-BELANGER, MONTREAL SHALL PAY ALL COSTS AND FEES). 2.2 MOLDED FIBERGLASS BONDED WITH BAKED RESIN, WITH ALUMINUM COVERING AND OUTSIDE WHITE QUEBEC, CANADA, H4R 3J4 FINISH. MAXIMUM THERMAL CONDUCTIVITY OF 0.24 BTU-in/h-ft - F (0.035W/m C) AT 75.2 F (24 C). ci I I 10.0 PREPARE ALL INSTALLATION DRAWINGS, DETAILS AND HYDRAULIC CALCULATIONS NECESSARY TO JOINTS SHALL BE COVERED WITH STRIPS OF ALUMINUM FOIL, SEAL WITH VAPOR PROOF ADHESIVE. TEL.: (514) 747 2536 OBTAIN APPROVAL FROM CONCERNED AUTHORITIES, BEFORE WORK IS STARTED. (FIRE PROTECTION 2 . . SUBCONTRACTOR TO PAY FOR ALL FEES AND COSTS INVOLVED). 3.0.VENTILATION C'ma IS. 3/8" MACHINE FAX: (514) 747-6504 11.0 DRAWINGS SHALL INDICATE IN CLEAR MANNER: 3.1 INSTALL ACOUSTICAL INSULATION WHERE REQUESTED IN THE SPECIFICATION. FLEXIBLE INSULATION METAL STRAP SELF TAPPING BOLT CONFORM WITH NFPA 90, 2 lb/ft (32 KG/m ) OF DENSITY FOR 1/2" (13mm) THICKNESS AND 1.5 SCREWS PROJET/PROJECT: a. LOCATION OF THE BUILDING lb/ft (24.03 KG/m ) FOR OTHER THICKNESS. COVER SIDE EXPOSED TO AIR STREAM WITH BLACK tSO i i Bb. ADDRESS OR ANY OTHER MEANS FOR DESIGNATION OF THE BUILDING CANVAS. B ALDO c. HAZARD ZONE SCHEDULE " • ' n NOTE: d. FIRE PROTECTION SUBCONTRACTOR'S NAME AND ADDRESS 32. INSTALL ACOUSTICAL INSULATION ON HVAC UNITS SUPPLY DUCT FOR TEN (10) FEET (3m) IN DISTANCE BETWEEN DUCT HANGERS WASHINGTON SQA R E SHALL BE IN ACCORDANCE WITH MAX WEIGHT PER e. AUTHORITIES HAVING JURISDICTION NAME LENGTH. FBCM 603-603.1.7 DUCT SIZE FOOT = 16 LBS. P O TLA N �, 0 E G 0 N , U S A f. THE SYSTEM DESIGN CRITERIA'S SUCH AS HAZARD TYPE, MINIMUM FLOW RATE AND THROW 1" X 1/8" MIN (DUCTS OVER 2 SQ. FT.) 36" DIA. MAX OF EACH SPRINKLER HEAD 3.3 INSTALL ACOUSTICAL INSULATION ON HVAC UNITS RETURN DUCT FOR TEN (10) FEET (3m) IN 1" X 1/16" MIN (DUCTS UNDER 2 SQ. FT.) g. TOTAL REQUIRED WATER FLOW, INCLUDING INSIDE FIRE HOSE CABINETS, AND OUTSIDE FIRE LENGTH FROM UNITS. FOR DUCTS OVER 49" WIDE, TURN METAL STRAP TITRE/TITLE: HYDRANTS WATER SUPPLY INFORMATION 3.4 INSTALL THERMAL INSULATION WHERE REQUESTED IN THE SPECIFICATION. RIGID FIBERGLASS UNDER BOTTOM OF DUCT AND FASTEN h. MECHANICAL SPECIFICATIONS i. SUPPLY ONE (1) SEPIA AND TWO (2) COPIES, SCALE 1/4" = 1'--O" (1:50) OF INSTALLATION BLANKET OF 3 31b/ft (48KG/m ) OF DENSITY, MAXIMUM CONDUCTIVITY OF 0.23 BTU-in/h-ft - F DRAWINGS. (0.033W/m C) AT 75.2 F (24 C) WITH TYPE RFFRK VAPOR BARRIER. DUCT WORK SUPPORT DETAIL ROUND DUCT SUPPORT DETAIL PROJET NO./PROJECT NO. DESSINE/DRAWN: 3.5 INSTALL THERMAL INSULATION ON ALL TOILET EXHAUST AIR DUCTS WHEN CONNECTED T® AIR 2 2587 C.M. EXHAUSTS. . . SCALE: NOT TO SCALE SCALE: NOT TO SCALE ECHELLE/SCALE: VERIFIE/CHECKED: S.A. ALDO12 CONCEPT, ANNEE/YEAR: PAGE: A R:\ALDO\_Shremshock\2019.Projects\19-3597.WoshingtonSquore.Portland.OR\Design\19.3597.M2.0.dwg AAl6 M2.0 .AILDO DATE MIS/ISSUED 2019-06-07 ISSUED FOR ALDO/LANDLORD/SAJO REVIEW 2019-06-28 ISSUED FOR BID & PERMIT COMMISSIONING NOTE NOTES 3Y SYMBOL WHEN REQUIRED, IT IS THE OWNER'S RESPONSIBILITY TO CONTRACT WITH A O REUSE EXISTING DISCONNECT AND ALL ASSOCIATED ELECTRICAL FOR STORE COMMISSIONING AUTHORITY TO COMPLY WITH LOCAL CODES. FRONT SIGN. MAKE FINAL CONNECTION TO NEW SIGN AS REQUIRED. O PROVIDE AND INSTALL 120 V DUPLEX OUTLET MOUNTED ON CEILING ABOVE C NOTES STOREFRONT PER N.E.C. COORDINATE EXACT LOCATION IN FIELD. OUTLET GENUAL TAND COVER PLATE SHALL BE BLACK IN COLOR. O PROVIDE 3 DUPLEX OUTLET, AND 1 DEDICATED DUPLEX PER CASH REGISTER 1- ALL LOW VOLTAGE WIRING TO BE IN CONDUIT UNLESS OTHERWISE APPROVED (2) INSTALLED IN 1" DIA. CONDUITS UNDER SLAB. REFER TO ARCHITECTURAL BY AUTHORITY HAVING JURISDICTION. SHEET 3 FOR TRENCH/CORE DIMENSIONS AND REQUIREMENTS. REFER TO DETAIL E-4.1 FOR CASHWRAP AND BACKWRAP CIRCUITING AND ADDITIONAL 2. SAW CUTTING SLAB REQUIRES A SLAB X-RAY PRIOR TO ANY PENETRATION. INFORMATION. COORDINATE WITH MALL OPERATIONS. EXISTING HOT WATER HEATER AND ALL ASSOCIATED ELECTRICAL EQUIPMENT (-:\i. TO REMAIN. O REFER TO SHEET E4.0 FOR TRAFFIC COUNTER WIRING REQUIREMENTS PRINT DATE r O REFER TO SHEET E-4.0 FOR DETAILS 'N' FIXTURE WIRING 7 O 9 O 6 7 8 07 REFER TO SHEET E4.0 FOR BLACK CABINET WIRING REQUIREMENTS O REFER TO SHEETS E-4.0, E-4.1 FOR DETAILS OF POWER WIRING TO ARMOIRES. O REFER TO SHEET E-4.0 FOR DETAILS SHIP FIXTURE WIRING r� 0 PRO- f IEF9 % 4k,, 1 9r '. !lb. -11 O •-EGO = CI 04- 07,2i l91 Q�� �o JAMES Exp. DEC 3 1 2020 -7=° . r IEXISI1NG WASHROOM I II 1 2019-06-28 ALDO, LANDLORD & SAJO COMMENTS I J NO. DATE REVISION 1 1 1 THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF I GI OTHEALDOGROUP AND ITS ASSOgATED COMPANIES TO EXPLAIN THE ® ___ KLAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR r1 1 TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. • I ALL DIMENSIONS SHALL BE VERIFIED ON SITE. AU. ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE I MOU NG I PROCEEDING WITH THE WORK. q� NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION I I _ _- = ONLY I i L- - ----.4k--_--__:----__7-_:--.44,-. - 11- II I I— — — -- — — — —1 1 11-1 11— — r---r---1 r —_ I I I ' T - '7 / � - ® ..,�� / I 1 zi- 71 1 1 1 # A :iwri -wHILAI.41 _,----iil -- - - - 7 2 I II1 Ij � I 1 L J 10 231 I . __+__-1 O l A TYPICAL I II r__- I \ 1 19 e _- — _ill 1301 Solana Blvd. J A — - E _ DP Bldg. 1, Suite 1420 1- - T - 7 A► — 817-410-2858 � r iWestlake,TX 76262 J A ` I I —1 % - I 1 _" ... L--�--J Wn L J L J L J L J L J - ' J _ 8,10,12 I �+ II A , 11:$ 1 5 4-10-.)c WWW:DONPENN.COM • tT- - © -- I • I I 27/29/31 ( I I - — — I �1 'L _ I 1 1- _. .7I - - - - I IA �' I-1 ? A 34 / n j A 24 STOCKROOM I q i E -1 // �- - 1 I 41 - -7 r 20 O6 I I 1 A I A — _. l • @__ . .� — 18 ,. 1s= 32 0 = _ — A I ALDO (N) BLACK CABINET 'Zill - / A l'' ! li • I -I � - /� T©AL 4 21 ', SUSPENDED AT 7-0 A.F.F. 1 f �/ O -- 1 i 1� --I— ° _ IC - = - -� - - -- -. -J'1 2300 EMILE-BELANGER, MONTREAL __ _Ai, ... -, -, ..AL- A'- -� -� c — I _ - ... _ QUEBEC, CANADA, H4R 3J4 • L J L J L J L. I I I1 1 1 I f I 2, 11. - -_. _ ` /' I I- AL - _ TEL.: (514) 747-2536 36 COLING FAX: (514) 747-6504 MOUNTED - BLACK OUTLET ( PROJET/PROJECT: ADO WASH R GTON SQ, ASE ?OTLAND OREGON USA TITRE/TITLE: ELECTRICAL POWER PLAN ELECTRICAL DOWER PLAN SCALE: 1/4' = 1'-0" PROJET NO./PROJECT NO. DESSINE/DRAWN: 2587 C.M. ECHELLE/SCALE: VERIFIE/CHECKED: --- S.A. 12 ALDO CONCEPT, ANNEE/YEAR: PAGE: C I R:\ALDO\_Shremshock\2019.Projects\19-3597.WashingtonSquare.Portland.OR\Design\19.3597.0.O.dwg A Al 6 E I .O wadi+i% _ '- F :.- _-- ----- —_-_,...- -71-- , _ _ ___ _ _ „-__, __, ,,,_ D i_ 0 __________ _ ___ ____ __ _, _ _____ _____ ,,, ,_ _____ _ _______ __________ _ ___ __ ______,___,___,_,..„.,__,..„,___,,,i,„4.„.,_ ..____________,„_; _______ ___ _____ __ _ - _=_-_7_______-_„_„,„.,,„4.._____„________:,___________„_____ = _______„________„__________ ,,,__ __.„,_„______,,,,______ , _ ______________ :,,.----7,-........--- - _- „---_-__ _ --, DATE EMIS/ISSUED 2019-06-07 ISSUED FOR ALDO/LANDLORD/SAJO REVIEW LIGHTING SWITCH BANK NOTES BY SYMBOL 2019-06-28 ISSUED FOR BID & PERMIT 0 SWITCH CONTROL LOCATION. T.G.C. TO PROVIDE ALL LABOR AND MATERIALS INCLUDING BUT NOT LIMITED TO, MECHANICALLY HELD CONTACTORS, . . . . a . . . . . ENCLOSURES, CONDUCTORS, ETC. FOR CONTROL OF STORE LIGHTING. o bc d e CONTACTOR(S) SHALL BE SQUARE 'D' TYPE L CONTACTORS OR EQUAL. r- REFER TO PANEL SCHEDULE FOR NUMBER OF POLES REQUIRED. z w w 0 ¢ v O2 REMOTE HEAD (AS SPECIFIED) TO BE TIED INTO BAIILRY PACK (AS LL. d o SPECIFIED) PER MANUFACTURERS REQUIREMENTS. FOUR (4) FIXTURES PER N N p 0.)L,- N BATTERY PACK MAXIMUM. I- rn O3 CEILING MOUNTED OCCUPANCY SENSOR TO CONTROL LIGHTING WITHIN THIS SPACE. SENSOR TO HAVE A MAXIMUM DELAY SETTING OF 30 MINUTES. 04 EXISTING RESTROOM LIGHTING AND CONTROLS TO REMAIN. GC TO V.I.F. NOTE: SWITCH CONTROL LOCATION. REFER TO SHEET E4.1 LIGHTING CONTROL DETAIL FOR NUMBER OF POLES REQUIRED. SWITCHES SHALL BE INSTALLED BETWEEN STUDS. MAKE (MORE) ROWS IF NECESSARY. DO NOT CUT STUDS TO ACCOMMODATE A SINGLE ROW OF SWITCHES. ALL CONTROL DEVICES FOR LIGHT, POWER, HEAT, ALARMS, ETC. SHALL BE GENERAL NOTES MOUNTED NO HIGHER THAN 48" FROM THE FLOOR. 1. ALL LOW VOLTAGE WIRING TO BE IN CONDUIT UNLESS OTHERWISE APPROVED REFER TO PLAN ON THIS SHEET TO COORDINATE SWITCHING OF GENERAL BY AUTHORITY HAVING JURISDICTION. LIGHTING. SWITCH AS INDICATED 'a' 'b' 'c' & 'd'. REFER TO DETAIL ON SHEET E4.1 FOR FURTHER COORDINATION. 2. ALL EXIT/EMERGENCY LIGHTING ON SALES FLOOR SHALL BE CONNECTED ON LOCAL CIRCUIT AHEAD OF SWITCHING (HOT) FOR CONTINUOUS OPERATION AND IMPORTANT: SHALL BE EQUIPPED WITH A 90 MINUTE BAI ILRY BACK UP POWER SUPPLY. T.G.C. SHALL CONNECT EMERGENCY/NIGHT LIGHTING TO LOCAL CIRCUIT ON UNSWITCHED LEG. PRINT DATE : COMMISSIONING NOTE WHEN REQUIRED, IT IS THE OWNER'S RESPONSIBILITY TO CONTRACT WITH A 201 9 - 06 - 2 8 COMMISSIONING AUTHORITY TO COMPLY WITH LOCAL CODES. j / op PROp r ' "kv, �(�INfr�g s/O9 0 I .t 1 ;:96'E I I I I O OREGON ? III 1 d B ��D JAMES \,,,,,,:....„,,_ . * 0 * 0 o _0 (-2, 1 (E) , ,. DEC 31220 d B I - - ....._ - - - - - � ._ - - - - - - - - C. 1 L., L2 d/B d/B1 1 d.B 1 / c:. 1 2019-06-28 ALDO, LANDLORD & SAJO COMMENTS CI -. b[•] a DO b[•) a[•Z•] b[•)F a[•) b cc a DO TC „ i, • A Tc , NO. DATE REVISION I A THIS DRAWING HAS BEEN PREPARED FOR NE EXCLUSIVE USE OF 04 I d t B d t B d G B THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE j LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR 1 c lo TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. 4 o ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND TC DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. B B ` � B p b b:•Z•z*, a X*IC b; *. A c•Z•z*1 c•Z•X•, 'J I DIMENSIONS AND A ON THIS DNO DIMENSIONS SHOULD BE �NG ARE ON THE IOR INFORMATION WING. I d: , d: t d� a,•Z+Z•: 03 © 7 �_ DL(--.------"'"- 1 l NL NL 1 ONLY m C �\ m TC' A �J m t....—..... c\ IC-' L a b NI a(•] DL b(•) a�i) b[•7 DL 0[i] b(•) ❑(i) TC^ 1301 Solana Blvd. • C- D P rad d B 7PI d A Bldg. 1, Suite 1420 A 25 Westlake,TX 76262 ' E)® ©, ► 1 Ii I C = 817-410-2858 ...._ �. ...._ _._ .__ — — — _ - __.. �. — — — — — — __.. WWW.DONPENN.COM j , 1 1 1 ..,A14, z ; :: 14::. '..ri: 2300 EMILE-BELANGER,. MONTREAL QUEBEC, CANADA, H4R 3J4 TEL.: (514) 747-2536 FAX: (514) 747-6504 PROJET/PROJECT: ALDO _ ELECTRICAL LIGHTING PLAN WASHINGTON SQJARE ,'-o" PORTLAND, OREGON, USA SCALE: 1/4" TITRE/TITLE: ELECTRICAL LIGHTING PLAN PROJET NO./PROJECT NO. DESSINE/DRAWN: 2587 C.M. ECHELLE/SCALE: VERIFIE/CHECKED: --- S.A. ALDO CONCEPT, ANNEE/YEAR: PAGE: R:\ALDO\ hrem shock\2019.Projects\19-3597.WashingtonSquare.Portland.OR\Design\19.3597.E1.1.dwg AA16 E-1 .1 ALDO El FC I HI CAL LEGEND ISSUED: APRIL 2019 A A 16 US/CAN/INTERNATIONAL AL. D0 ELECTS CAL EQUIPMENT LIGHTING FIXTURE SPECIFICATIONS LIGHTING FIXTURE SPECIFICATIONS SUPPLIED & INSTALLED BY GENERAL CONTRACTOR I I SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR I SJPPUED AND INSTALLED BY GENERAL CONTRACTOR SUPPLIED AND INSTALLED 8Y GENERAL CONTRACTOR DATE MIS/ISSUED NO IITEMI SYMBOL DESCRIPTION IOTYI NO ITEM SYMBOL DESCRIPTION I LAMP DESC. I FINISH IOW VOLTS I MCOEL I REMARKS NO ITEMI SYMBOL DESCRIPTION LAMP DESC. FINISH QTY VOLTS I MODEL REMARKS 1:::0 / • / i NTH Ttsl Put-DOLw (�x)n WATT TED 4IOGI( Atx.iii ENNIz (tx) US ooullE REY01E IEADs olERt;F]IC1' FEAR. 2019-06-07 ISSUED FOR ALDO/LANDLORD/SAJO REVIEW _ O I �► I J.,• >, `�� SMOE IID LMT CII o0 2Dr BEM 11968 DOSSED TED SOURCE' 16 12� Y.REf510000 (Ix)PHASE-CUT MIME 30TL;~n DINER - 11LrT111MG F1]<t SIOL7iA0Ql)OILY 9NCANOE9CDRi �lE 2 12 OFR-2-1211-121V UNIVERSAL MOUNDS / .I BY.fir Wn NEIN SPF�IAL YOlN1NG CNP (1Lt)ZA MIT SY51E11 kt BY rff51" PAR36 12/ //4 , .,i ,.. 7VJV REQ NTH MI PIAL-DOWN (�}17 HITT LED 4000K A2xDFL3Elw12 {�" OPTIC' us 2019-06-28 ISSUED FOR BID & PERMIT By lour L CRI Ilo 21r ITFJW t 1968 EMBOSSED PHASE-CUT"=AK 3o WATT DRIVER MING DOUBLE REMOTE HEADS BEM t�ISIN6 1 EMT. DAM EASING I]►• S. / �O 111EN�ti1Ql NRi�1CFSE NAn Nf1E 1 120 SPECIAL CLP (� (2x)20 I TT=DN MIMIC(DINING )4( e US (34 n WATT LED 4000K / _ ] j 1;151. / ]•. I RECESSED tr CNN .I, :4:'COPRIN EE OMR OUDEE 20A-120V AT 1r A.F.F.(UNLESS OREM 32 _ TAF10 27 BE1Ite SED / I `NOM BY"DECOR!SERIES%WEE REFER TO CONSTRUC IONS COMINGS ivIIOOO( EGIANr Win��IaN-rrERAc�aE wn RITE s IAL MORIN CIF {SII)20 WATT MEM / I ' ' / us 4 OOIN4EINNCE OIPLD(CUTLET 20J1-12011 AT 12'A.F.F. I I•I ` It'''. 7 • \:r ..>,,,/,./4t/////// / 1 (I . _ 1 2 I PRESS OIFERNSE INDIED)BY�ECDRA SEtI�S�, 21/* / / '«, , LIAL7(.INFER E CMED) 1C11QIS COMINGSASERI ,3'•11'1'1 3 ;7: ♦ t 1,I 1 I , � % ``fir ] 3 , 3 r .• 1... . / / : //:// l•7 11,11 - /0„;//, / '1� " l a I r xi. T 7 ��w j (24 0192 0'B TED,196 ''PRECTSOI CFITC' "�S I / /1 CIS ID 2V I�Atl 3 1964 Fl�S4llJfi31 • .�[Z] DdgE IID IJfE UN I'101-IERAIBIE MATT BA K 4 120 V.R000 (2xIETTOR - ?I ' 1 ///A 'V.ey /� 7.3ti SI / r.t r'Tf' , 21 I'•., r r• `.,1r: 1 to :•'I"ro F . /// BY"RE6QAEr SPOIAL MINN IUP (2:4 20 Mn SYSIEH 7 fF :s� ,]�w' ///‘,.././7r v / ��� •.3•3.v N J• v •I 1.' I• : r 7•.7' / / ///� 317:.`]1 • . I. 131 III _ L$ '�,�„ L}t✓1 1 • 04 ) •S«C e t, / / ,, 1:I: 1. ] 7',`7 ,r,ll / • / 1.7, ► • I� 7' 71 liar 1 31 I I 3: 33.22+2' ']' « 1',`71 IM✓ fl►• 1 I 1 Jf 77. .111. !. I 1 �i� !W .w. AO / / `T. T_ 1 F , '', 2,,I ' t r: « / 1 X. , ,.r. / `!" ,y .x,4;7 / , , 1 a . 1«,.,' t Y ,` I ]I '7 1' I7. , � I"r''!T+"''>Y , �/ . ' /1 . 1 71 1' , I•„ 1 / / /, I•. I :1, ,/7 '-7«c I t I I I•I 7• 7 / COSMO DOLE HEADS ETNA' us / • f •71 '��''�' / V ( DE MG ET9M 1 COST DISnMG COSTNG r�.4 ;"1f' • 1 r • 442E 7. r ••...7'. // fir X131 / 1 ( 'J ' I. GHTNG /' � IV /7/ / Jam'/' r « / t / N US — SOME RECEPTAaE 204-12011 N81 MIMED GROIN)KOBEL F-5251 N - / 17.04‘,1 / : .7«:I I rJl i I ,' / NL = NIGHT LIGHT NOTES: MB SEINES FLOOR BOUT FNR CASH REGISTER RUN A SPATE GREEN ISOLATED 2 , 1 ,Air Y. .,,�.. ' TC 11ME CLOCK LIGHT"�'` , �,!�1" QUANTITIES OF EXISTING FIXTURES, OUTLETS, ETC. DESCRIBED IN ELECTRICAL — WE C M TO GROU D +r!.+�:! / T / DL = DOWNLIGHT ♦ LEGEND TO � CHECKED ON SITE AT STOKRENT ONLY,,MICRON BOX& - , !' s# / - PLEASE E = EbSTING UNITN0�N0 THE ALDO GROUT' OF ANY DISCREPANgES WITH g1ANTITIES SI71 NI 01101 BOX DREYFR{1RAk5RFSERR)TD BE LOCATED AT / / Wit/ PLAN(SfE SNfiN SP1' NEAREST AC;CfSS TRAP POR EASE ff 2 �- 1 3. !I ., / R _ RELOCATED UNIT _ - FOR ALARM INSTALLATION, REFER TO SEPARATE DRAWING YA9rtExAMCE /y//7/V / ''h' 1 �'1't t r 1 t ✓l 2 ''0" . I RL EXISTING UNIT IT BE #iE LAMIP/ I:, , , ,�- wwI/�-, � - ALL VISIBLE LIGHTING, ELECTRICAL. MiECHANI ETC. CEILING FIXTURES '� , h 1 •'•«. >' .. f � 7 1 ilt�l' 1 •t :' 1 � rlI� 1!"'/r :. Ii — ARROW INDICATE LIGHT BEAM'F ''�" M. �+ +�► ON TO MATCH CEILING COLOR ,, '► t r 31 .� >r►'1'"f` Ap- �;,�,��;�;;; 7J ^ t .3 . I 1 , :3 J �a IMIPOFtTANT: ARROW DIRECTKIN TO BE�ADICATED ON ENGINEERING — ANY OTHER LIGHTS NOT SPECIFIED ABOVE, THAT IS PROVIDED & INSTALLED BY PRINT DATE/ :1 ♦ t, - 7: /7 1 I •iT ] G.C. N T N,>,''1�:1 DRAWING /LL NEEDS 0 BE IED. r / �•,• 3' ,,. ` 'r"" j 'i r / ELECTRICIAN RESPONSIBLE TO ENSURE THAT ALL DIRECTIONAL LIGHTING SPRINKLER: /� :,.(14+r+ , ., ;r.-. , „1 T .//////// ///7 / / / // ,� _ 3' 1 1' I r 3^r-Pr / FIXTURES IN SALES AREA ARE CIRECTED PER ARROWS INDICATED ON CONCEALED TYPE WITH WHITE OR BLACK CAP TO MATCH CEILING AND II / / .,, oAir ARCHITECTURAL CEILING PLAN. BULKHEAD FINISH 11 PROIANINTLE REFIKISTAT BY ICCIB E'MODEL EGOISM,RACK RASH OR / XR- ;7 / _ EQUAL APPROVED 811 CLIENT.NSTAtLm AT 61'A.F.F. 1 // �1;'� F . , yrT�y� r t / NOTE RETIOTE SENSORS ANE MDT RE�E11 / ' I f1+ ':v,�` ;if�w moo��'► ON REQUEST BY R ONLY / / 0 BM DE ARCM B - --- 1 •♦/4411r : •f . 1 ► V" 3' ` .`ifir', _ I,• 1:r 7 ►r 97 SOUND SYST61 Lfffl[1 Lesion MAORI 2018 ,7 TI'w • / 1 ' .. it.,„1f « 1• , 1 O STORE CATEGORY TtPe oEsaaPTloN � � QUANTITY �� PRpF / ,,,,or. .r 7 171 1 RECOVER CROWN M-S 1502 1 le TME aoaLt BY"YORK'/1200-2/7 DAYS(LENS`S SPEpFTFD BY MAD / t ,M,,,, 'r�,A►I� / (Io�A,E�AT of x+007 ����GINEF�s'O - ' N DISCI CRITERIA) 1 !1 CAN P1115><a SURFACE MOUNTED,COLOR MITE OR BLACK �C? / ' v� � ••,,• / FOR CUING MOUNTING,USE PC METAL POI COLOR NiIE OR BLACK ":•. 'E Ctr 731 '.3 7' t 'lit ,+ , 1' .'r I PREFERRED FOR KALI MOU'ITIIC,USE CANTLkYQ1fIT%BRACKETS ICE CII BLACK 1 PM PER 850 SQfT. 1 // •• �' ' / 1 " / aP11al1 ELECTI>,aw o PROVE(A FIRE RATED CABLE(PT It OR EQIII) {2 PANTS MInIILiM) Da 2 i 1.116. ' /.111 - I ,• TELEPHONE OUAET CAT i 11 '4/ ,. „ • / {SALES AREA) 1s GAUGE z CONDUCTORS Nun S=RANDS t1 , y �I ALES RE cove r aE PEA SPEAKER ` /_ f3:3.:1 ] t•• / • /4 / - ,I3rl . //1. l // .:•:.2.,"41!•:•'•-:./ ;. r• 1, :. E fi. �� ��• �R2GIg"I �SPEAIBR I.NG POINT CF d- •AT 66'AFF.COSTALLFD INCE LTALLY) 1J lit Fy ���//�i//� a:2,a t. :r i,r t //// �i / / . / �'�� 5 Q (SUR4LED AND NSEALIED BY EIECDICAL=TRACTOR) r LED GE)(RN.DON1LiG1NT 4000K 50 BELIE CAI A M G AESBY VERSE LOME' E2*1760 I11EIl RACK 3 120 11.6-1.3-406410-1.1:643 ITH BMX BAFFLE MO A5-10e.COLCR eucx (STD ) ELECTRICIAN TO PROVE A FIRE RATED CABLE(PT-e OR Eau) 2 1 PAM PER 1500 SOFT M 2 LOLSOKE" 16 GAUGE 2 CONDUCTORS MULTI-STRANDS COPPER ME PER SPEUOR �. D .BY VMS'117-4,LOCATED CN=CROW ENTRANCECORE 1 I SUPPLIED BY ALOC /FIXTURE MANUFACTURER - FOR INSTALLATION SEE REMARKS I SUPPUED BY ALDO /FIXTURE MANUFACTURER - FOR INSTALLATION SEE REMARKS FIA, 97 7090 M STOCKROC61 SPEAIO RS YOLINE CONIAOL DECU J 1 L L (ALoo a as omm (LOCATED AT TIE 0400 --_ I IT 1 MAIN QIAN<1I Y OF SFELYFS PER SECDDIE NAFS ssc-4,SPENCER s11ITCIER 111m INTEGRATED 11DLLNIE CONTRAS - I ECM BUM.LOCATED AT BALXSKI ENTRANCE BY E17N1ARDS 1310A-05 1 S (2x)14 STEMS II 2.51VAT1Sif (6x)43"4ELVES ( TES )WOG OMR I CAN SUPPORT 4 PAIRS OFR SVA CH (SUES ATE SfT D\CU ATI)SIROLS ER 1 ( 1 TED 4000X NTHL2 L1C,fI1NG AT SHELVING UMTS FROSTED LENS CAI 85 M3NITIS FOR A 1OTAL OF 83 BUTTS. 7 / / ////,, 7 r r I RECESSED N SHELIES SET OEMS ATE 15 120 8"L 2.5 WATT(260 LUMBO OR J� Yil#6•T r ' 7• / //// '. 1I•.��.. / .3.1 // d BY'INTIM" LED SOURCE'RCN rt 111 L 4BIITTI<4?A LUTEIN) (1x)14'S1#1YE5 0 2 5■NI1T5+(7X}I�SHLIYES ! / •, I ///// Oy �� •I'7.T , 1 •• «1 ,, 1, // M3 WATTS FORA TOTAL ICF'93.5 WATTS. / // 1:1 'T'r; 3 (1x)98 WATTS 24Y0C DRIVERS PER SECTEN SIPPIED NTH / / /L i CONNECTING CABLES,POWER COED AND SPUTTER R (SALES AREA) I I r2.., I TO I.7 ( ID � lo-J. I t• r°. SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR SUPPLIED AND INSTALLED BY GENERAL CONTRACTORvoL /Acc TRIGGERED 3 1 2019-06-28 ALDO, LANDLORD & SAJO COMMENTS 400nR SPECIFY"CN FOR 7sAtERTICATICK (FIRE ) •5 / // i POWER STRIP - ! 13I MIN IED NTEGiRAL sTRp 32 WATTS 4224""°� NilE *5 120 <I 4ED4FT- ILSTALLED AT 12.-0'AFF. I N 0* DATE REVISION BY"B"BEST 32 '•ET MOTE USE CW1115 Nl TECO F NT7(RAES ALE SIISPEIRED RECEEER TO BE ORDERED ONLY FOR NEW OR RELOCATED STERES FDR RENOVATED STORES,REUSE TIE O3.PLA RECEIVER. NOTES 'EIECTRraAN TO FOLLOW TEE LEGAL,STATE K auko Wm A r PIPE REQUIREMENT(Ex PLATINUM) FIRE ALARM MEV THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF VARIOUS 2 F F3218/35 NE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE - I I maps 'a, UGH= s �sTa2aLoaM DARK I E �� MING LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR SW 4*NO_, Nd EMERGENCY AVNLABLE TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. / 7.`I : • .3I . !I 7 / / 1 ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND kjll 11r:E ' // rill, :. . " '1 .,'.//// //://,../2//:// / r, wDISCREPANCIES SHALL BE REPORTID TO THE OYIMER BffORE / `/ / / 4 / ' .•413� 1 t" "� ,1,:-.4:!1;101', '''F 7. / PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. // --- j 3 . . 7•J,"J`1'771 ,.,•'71 �,I / _ / / ,1,3.71 ,E / L ' '. ' , DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION / / 3 3k1 1 / //////.- / "'r' .. . .N>�• ONLY , / Ar / ..t. . , ,Iftde .Arl /t. / / / / / / 4, /zz 7 ' 2 :. , Ivry 2:. 7, '''A..4114''t i+43 1 1111111 :;41 1 !: 7-'4:it:19-• //o„/./ /Jr /7 4' 1, ►' /// ///981::#7. �,�/' 8 I: ..' 2 / SQUARE DIFFUSER N NI NMI!Non PeD/31/712,SERFS SPO E1Y"PREF' / _ s / • i / - ' DREAM 24"(SMEs A1EA),12"(IoOLI)WM NEN 2 �„ ye. p".si - a'... 7,1I r • o `3 '4 2;-:,1 r: sir 4- / / 1301 Solana Bled. V.' ite 1420 �"", N"yl'• 1 ,7.+ /,,, ,, Aii�� �77r 7t.: 7f��r 1St /1/7:,./ _ /— t 7 , a It / :� , r�� t'+ ' 4..• ♦' / :r.t 3 :7 . S. 7.7: I / /,/, D P Westlake,UTX 76262 I ® EH PACE C/k OUB DER MODEL 530/FL/A 812,46OEF1EC110t1 1881 BO4 us T T RECESSED CMG C — 817-410-2858 BOLES 10 ENGINEER CRAI GS)NmE FMLN E MOUNTED 9161E NIH Ali LETTERS GIN LED 4W METRIM120 SKIL SEED 120-277 VAC, SOY MIREDaEAR ACRTLIC BY'B1' PETE rro naE-1-R-o-rr-�N W / / / Al ?r WW.DONPENN.COM • r � i -. 1 1 '7' - a Ir 341"T3.v:1 fJ / // L-=—� fir!'` / ed .71a3.4. t1 j y/'/ ,,,. ,„/ / / ," .•'T,'" I, -.',IAli, /.. ////7 ..'3 •I 3/ / - ' I DOM PDRANNGS) / - irAr s ',r'i! ;J►s:71 //'#/ #' 1�I / :7 le ii, •,, • 6'4 d :AV / SUPPLIED AND INSTALLED BY ALDO *CISCO MIXT 1830 SfRE3 VP NIHAU-BAND,CC NTROLtER gD _ j:///// ��■■•���j� / S� .. ;I; ']r I', / r�r�• ..3I _ 11A/G/N/ACI WV PCE.NrSTP/I PER MANUFACTURER NSTALNA110N • I,�-- 111 t r• •�1t� • //; .1 •.] , 7 / .1 `7 I 7'`r O NSTRUCTIDKS AND VIRE ACCORDING TO ELECTRICAL POSER PLAIT" 2 / :f / ALDO A P SUSPENSION BY SU ER. U- / © DOT SIGN FOR S100(ROOLI CPU NTH RED LETTERS N METAL CASNG LED 4B KITE 2 120 STmw2-R-W-E M 120/277 VAC SELF POVERED IBYE 2300 EMILE—BELANGER, MONTREAL / 'm / r j 7//&/7 j2# QUEBEC, CANADA, H4R 3J4 ��. / /// / , ' TEL.: 514 747-2536 FAX: (514) 747-6504 PROJET/PROJECT: , ALDO WASHINGTON SQUAB ' PORTLAND, OREGON , USA TITRE/TITLE: ELECT'ICAL LEGEND PROJET NO./PROJECT NO. DESSINE/DRAWN: 2587 C.M. ECHELLE/SCALE: VERIFIE/CHECKED: ---- S.A. 12 ALDO CONCEPT, ANNEE/YEAR: PAGE: R:\ALDO\_Shremshock\2019.Projects\19-3597,WashingtonSquare.Portland.OR\Design\19.3597.E2.O.dwg AAl 6 E-2.0 ELECTRICAL SPECIFICATIONS: DIVISION 16000PA��L A E���- . �� -) _,:,_,____== - -----,c. = -- 1.0 SCOPE 16.0 EXISTING CONDITIONS -. =- _ __ _;, Service: 1201203 VOtts 3 Phase 4 Wire Cabinets: Surface Mounted y - �� _� 1.1 THE COMPLETE INSTALLATION SHALL BE MADE IN STRICT ACCORDANCE WITH THE LANDLORD'S 16.1 ELECTRICAL CONTRACTOR SHALL WORK AFFECTING OTHER TENANT SHALL BE DONE OFF REQUIREMENTS. CONSULT LANDLORD'S DESIGN CRITERIA. BUSINESS HOURS (NIGHT OR WEEK-END). COORDINATE WITH THE LANDLORD. Mains: 250 Amp 200,E ISA CB Total Watts: 20.434 NEMA 1 - -_,---- -7---_- _-_-_---- _ -,_-.---- -7 REM CKT DESCRIPTION WATTS WIRE BKR A B C BKR WIRE DESCRIPTION -__...„..--...------ .7„-`�_ -_--1----.€-_- _ __,---: - ---- '�iATTS CKT REM _■ ■ :■■ :. � 1.2 THE DRAWINGS AND THE SPECIFICATIONS SHALL BE CONSIDERED ADDITIONAL TO ARCHITECT AND 16.2 ELECTRICAL CONTRACTOR SHALL REMOVE AND DISPOSE ANY UNUSED MATERIAL �• • - MECHANICAL ENGINEER'S SPECIFICATIONS. ANY DISCREPANCY OR CONTRADICTION SHALL BE BROUGHT 1 LTG- NLS EAT EM 1 12 1/20 1120 12 REC- SHOW WINDOW 1030 TO DATE MIS/ISSUED TO THE A l ILN110N OF THE ENGINEER. 16.3 ANY NON REUSED MATERIAL SHALL BE GIVEN BACK IN GOOD CONDITION TO LANDLORD TO 3 LTG-CAST-I`WP..AP BACKLIGHT 103 12 1•=23 X 1120 12 REC-SHOW WINDOW DO''i 10 33 4 TO TO 5 LTG- SALES 723 12 1123 X 1120 12 EX. SENSORMATIC 103 1.3 ARCHITECT'S GENERAL REQUIREMENTS ARE PART OF THIS CONTRACT. AND THEY SHALL BE 16.4 ANY DAMAGED WALL, FLOOR, CEILING, FINISHES SHALL BE REPAIRED BY GENERAL 7 SUBWOOFER 533 12 1:23 X 1120 12 z ASF W R.AP CEO 103 0 DEO 2019-06-07 ISSUED FOR ALDO/LANDLORD/SAJO REVIEW APPLIED BY THE GENERAL CONTRACTOR AND SUBCONTRACTORS (ELECTRICAL,ETC..). CONTRACTOR THOSE REPAIRS SHALL MATCH EXISTING FINISHES. 9 EX TIME CLOCK 2a0 12 1/20 K 120 12 CASHWRAP CED 103 10 CEO 1.4 GENERAL CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO FAMILIARIZE HIMSELF WITH 17.0 COMMUNICATIONS 11 SPARE 1/23 X 1/20 12 CAKSWRAP REC 720 12 2019-06-28 ISSUED FOR BID & PERMIT CONDITIONS THAT CAN AFFECT HIS WORK IN ANY MANNER. (MEASUREMENTS - PARTICULAR TO 13 LTG- STOCK 483 12 1123 X 1120 12 EX. REC-GFCI 350 14 CONDITIONS, ETC...) NO EXTRA COST DUE TO THE IGNORANCE OF LOCAL CONDITIONS WILL BE 17.1 TENANT IS IN CHARGE FOR ANY COMMUNICATIONS SYSTEMS, ACCEPTED BY THE TENANT, 15 SPARE 1123 X 1/23 12 REC- MILLWORK PLAN SOUTH 3°Q 15 TO 17.2 ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL, IF REQUIRED, TELEPHONE 17 EX LTGI FAN -RESTROOM 188 12 1123 X 1123 12 CASI•fWRAP DISPLAY 103 18 TO 1,5 GENERAL CONTRACTOR SHALL MAKE ALL NECESSARY CHECKING AND ADJUSTMENTS TO COMPLY TERMINAL BOARD, 24"X24" PLYWOOD 3/4" THICK, AND CONDUIT AS INDICATED ON DRAWINGS. TO 19 REC-MILLWORK PLAN NORTH 490 12 1:20 X 1120 12 REC- "IV STATION eDO M WITH THE INTENT OF SPECIFICATIONS. TO 21 REC-UGHT BOX 183 12 1123 C 1120 12 EX INST OT 2400 M. LD 17.3 ALL WIRING, INCLUDING INSTALLATION AND CONNECTION TO EQUIPMENT SHALL BE 1.6 THE DRAWINGS SHOW THE APPROXIMATE LOCATION OF THE EQUIPMENT. EACH SUBCONTRACTOR PERFORMED BY A SPECIALIZED CONTRACTOR, IN CHARGE OF THE TENANT. TO 23 REC-UGHTBOX 100 12 1/23 X 1123 12 REC- SHIPPING STATION 430 24 SHALL VERIFY THESE LOCATIONS BEFORE INSTALLATION. Ti 25 LTG-STORFRONT 212 12 1=23 X 1123 12 EX. SECURITY 200 25 LD 1.7 GENERAL CONTRACTOR'S TENDER SHALL INCLUDE THE COST OF ALL NECESSARY PERMITS AND 18.0 FIRE ALARMS 27 2,423 X 1123 SPARE 1 CERTIFICATES, ALL DRAWINGS APPROVAL COSTS AND ALL INSPECTION COSTS REQUIRED BY ALL 18.1 EXISTING FIRE ALARM TO BE KEPT. ELECTRICAL CONTRACTOR TO RELOCATE IF REQUIRED FIR 29 VAV- 1 2,423 13 2 30 X 1120 12 REC. SPEAKERS 3 3 30 AUTHORITIES HAVING JURISDICTION. v v ANY EQUIPMENT AT NO COST. A 1 2, 23 k-` 1,,'20 12 REC- BLACK BOX 18332 LD 1,8 EACH SUBCONTRACTOR SHALL COMPLETE THE WORK IN EVERY DETAIL. EVEN THOUGH NOT SHOWN 33 'SPARE 112x0 ) X 1/23 SPARE 34 18.2 ALL REQUIRED WORK RELATED TO LIFE SAFETY SYSTEMS SHALL BE DONE AT NO EXTRA ON DRAWINGS OR CALLED FOR IN THIS SPECIFICATION. COST. RETAIN THE SYSTEM MANUFACTURER'S FORCES TO PERFORM FINAL CONNECTIONS, 35 SPARE 123 ) X 1123 12 DOOR BELL BUZZER 2 1.9 THE ELECTRICAL TRADE PROVIDE ALL LABOR AND MATERIALS NECESSARY FOR A COMPLETE AND MODIFICATIONS AND PROVISION OF NEW INTERFACING DEVICES IN THE SYSTEM PANELS, ETC. 37 SPARE 1123 X i t 35 1123 SPARE 20 OPERATING ELECTRICAL SYSTEM AS INDICATED ON THE DRAWINGS. THE TRADE SHALL ALSO PROVIDE 31 �/ X 1120 SPARE , WHICH IS OBVIOUSLY NECESSARY OR REASONABLY IMPLIED TO COMPLETE THE WORK. 18.3 ENSURE FULL COMPATIBIUTY OF ALL NEW DEVICES WITH EXISTING LIFE SAFETY SYSTEMS. TO 41 I SIGN 1230 12 1120 X 1523 SPARE 42 1.10 ALL ELECTRICAL WORK TO BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL (NEC) 18.4 ELECTRICAL CONTRACTOR SHALL HAVE SYSTEM MANUFACTURER TEST AND CERTIFY LIFE TOTAL LOAD PHASE 'A' 1 CODE. SAFETY SYSTEMS FOR PROPER OPERATION AT COMPLETION OF WORK. REMARKS TOTAL LOAD PHASE `B= X23 1.11 ALL RUBBISH'S AND GARBAGE SHALL BE REMOVED FROM THE JOB SITE AT THE END OF EVERY 19,0 COLOR CODS (TL) TIME CLOCK TOTAL LOAD PHASE 5:51 WORKDAY. AT THE CONTRACT COMPLETION, ALL TOOLS AND EQUIPMENT SHALL BE REMOVED AND THE 120/208 277/480 {LC) 1. K-ON DEVICE JOB SITE SHALL BE LEFT IN A CLEAN CONDITION. (LO) LOCK-OFF DEVICE TOTAL LOAD ALL PHASES 23434 WA I lb PHASE A BLACK BROWN 1.12 ALL LOW VOLTAGE WIRING SHALL BE IN CONDUIT UNLESS OTHERWISE APPROVED BY LOCAL ,CED) DEDICATED GROUND 55.75 AMPS , AUTHORITY HAVING JURISDICTION PHASE B RED ORANGE (KR) HACR RATED CB 2.0 GUARANTEE PHASE C BLUE YELLOW NEUTRAL WHITE GREY ALL BREAKERS TO BE 20A HOLT-ON UNLESS NOTED OTHERWISE 2.1 EACH SUBCONTRACTOR SHALL GUARANTEE HIS WORK AND INSTALLATION REGARDING HIS GROUND GREEN GREEN PRINT DATE ■ CONTRACT. THE ELECTRICAL CONTRACTOR SHALL REPAIR OR REPLACE, AT HIS OWN EXPENSE, ALL • DEFECTS AND THIS DURING A TWELVE MONTHS PERIOD, STARTING AT THE PROVISIONAL ACCEPTANCE BY THE TENANT. AS LONG AS THE DEFECTS IS NOT DUE TO A BAD USE OR NORMAL WEAR. 20.0 SPECIAL NOTES 3.0 TAXES 20.1 THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL THE FOLLOWINGS ITEMS: PANEL B (EXISTING2 019 - 0 6 - 2 8 3.1 EACH SUBCONTRACTOR SHALL PAY ALL APPLICABLE TAXES, FOR LABOR AND MATERIAL INCLUDED a) TELECOM CABLES BETWEEN MASTER CASH REGISTER AND OTHER CASHES, AND TO Service: 120/208 V Olts 3 Phase 4 Wire Cabinets: Surface Mounted IN HIS TENDER THE TELEPHONE TERMINAL SUPPLY AND INSTALL A SYSTEM OF 3/4" DIAM. (20mm) Mains: 250 Amp M LO Total Watts: 0 NEMA 1 CONDUIT FOR THESE CABLES. 4.0 TEMPORARY SERVICES REM CKT DESCRIPTION WATTS WIRE BKR A B C BKR WIRE DESCRIPTION WATTS OKI REM b) LEAVE 15 FEET (4.5m) LOOPS OF CABLE AT EACH CASH REGISTER AND TELEPHONE 1 SPARE 1.20 X 2 4.1 ALL TEMPORARY LIGHTING (MIN. 200LUX WITH MH HALIDE FIXTURE) AND POWER DURING TERMINAL THE FINAL CONNECTION OF THE CABLES TO THE CASHES, WILL BE BY THE HOMERUNS AND BRANCH WIRING FOR 20 AMP CIRCUITS SHALL 3 SPARE UM 330 SPARE 4 HR CONSTRUCTION SHALL BE BY GENERAL CONTRACTOR AFTER AGREEMENT WITH ELECTRICAL CONTRACTOR CASH REGISTER SUPPUER, SPARE 1,33 5 AND SHALL BE TAKEN FROM EXISTING PANEL DESERVING THE SPACE, SUPPLY VOLTAGE AND AMPS AS BE AS FOLLOWS: ' REQUIRED. c) ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT TYPE OF CABLES, THE LENGTH CIRCUIT WIRE SIZE }IOMERUN WIRE SIZE 7 SPACE X SPACE 9 EXACT LOCATION, ETC...WTH THE REPRESENTATIVE OF THE TENANT. 9 SPACE X SPACE 13 .0 SHOP pRAWINGS 11 SPACE X SPACE12 't REO PRa fb s 20.2 ON ALL OUTLETS LOCATED IN ISLAND COUNTERS, ETC..., ELECTRICAL TRADE SHALL ATTACH ALLtFT TO 50FT NO.12 AWG NO.12 AWG �- \��, ,1eiNFF s,0 5.1 PRIOR TO ORDERING OR INSTALLING ANY EQUIPMENT SUBMIT TO ENGINEER FOR APPROVAL A CONDUITS TO THE FLOOR WITH APPROPRIATE CONNECTORS. FOR EXISTING CONCRETE SLABS, NO CORE 51FT TO 75FT NO.12 AWG NO.10 AWG 13 SPACE SPACE 14 �• 9 I MINIMUM OF TWO (2) COPIES OF SHOP DRAWINGS FOR EACH ITEM OF EQUIPMENT IF REQUESTED BY DRILLING OR TRENCHING OF EXISTING STRUCTURE IS ALLOWED, OBTAIN WRI(i LN APPROVAL FROM THE 76FT TO 120FT NO.10 AWG N0.8 AWG 5 C A -5 9 1 .y SPACE SPACE 1� j :: F r ENGINEER. LANDLORD PRIOR TO COMMENCE WORK. 121FT TO 190FT NO.10 AWG NO.6 AWG 17 SPACE X SPACE ter 6.0 ALTERNATE EQUIPMENT 20.3 RECEPTACLES, OUTLETS, ETC..., LOCATED AT THE CASH COUNTERS SHALL BE INSTALLED IN 191FT TO 300FT NO.10 AWG NO.4 AWG TOTAL LOAD PHASE 'r'� 0 18 s 4, ` • 6.1 PROPOSAL SHALL BE BASED ON SPECIFIED EQUIPMENT AND MATERIAL. COMMON BOXES. USE 2 GANG, 3 GANG OR 4 GANG, ETC..., BOXES C/W SEPARATIONS AS PER CODE, REMARKS S TOT L LOAD PHASE "$ 0 fl� OREGON ' AS REQUIRED. BOXES SUPPLIED, INSTALLED AND CONNECTED BY THE ELECTRICAL CONTRACTOR. LC P) UGI-ITING CONTROL PANEL TOTAL LOAD PHASE 'C 0 or121t 6.2 PROPOSAL FOR ALTERNATE TO SPECIFICATION SHALL INCLUDE MANUFACTURER NAME, MODEL 21.0 DEMOLITION ILD) LOCK-ON DE ICE 1) S e AND COST MODIFICATION. GENERAL NOTESJAMS 21.1 REMOVE AND TRANSPORT OUT OF THE CONSTRUCTION SITE ALL EQUIPMENT MADE OBSOLETE :DEL;) DEDICATED GROUND TOTAL LOAD ALL PHASES 0 WATTS 6.3 COST OF ANY CHANGE REQUIRED TO OTHER TRADES WORK DUE TO SUBSTITUTION OF ALTERNATE CONSECUTIVE TO THE WORK, INCLUDING WIRING, CONDUITS, BOXES, OUTLETS, SWITCHES, LIGHTING IHR) HACR RATED CB 0.03 AMPS EQUIPMENT, SHALL BE INCLUDED IN THE SUBCONTRACTOR'S PROPOSAL CALLING FOR THIS FIXTURES, DISTRIBUTION EQUIPMENT, SUPERVISORY AND COMMUNICATION EQUIPMENT. ALL ACCESSORIES 1. 277/480 VOLT 4 WIRE EXISTING ELECTRICAL SERVICE SUBSTITUTION. EVEN IF THESE CHANGES APPEAR AFTER THE DEMAND FOR SUBSTITUTION. BEING PART OF THE ELECTRICAL INSTALLATION. 2. TENANT'S GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL COPPER L.:p. DEC 31 71170 6.4 ALTERNATE PROPOSALS WILL BE ACCEPTED OR REJECTED BEFORE CONTRACTS ARE AWARDED. 21.2 REMOVE THE WIRING AND THE CONDUIT UP TO THE LAST PANEL OR BOX KEPT IN THE CONDUCTORS WHEN NEW IS REQUIRED ALL BREAKERS TO BE 20AS,BOLT-ON UNLESS NOTED OTHERWISE NO CHANGES WILL BE ALLOWED AFTER THE CONTRACT IS SIGNED. NETWORK. 3. VERIFY ALL EXISTING CONDITIONS IN FIELD. ALL UPGRADES REQUIRED BY 7.0 IDENTIFICATION 21.3 PUT BACK IN SERVICE ALL FEEDERS, CONTROL OR COMMUNICATION CABLES WHEN THE CODES, LANDLORD OR TENANT SHALL BE BY TENANT AT TENANTS EXPENSE. CONTINUITY OF THOSE SERVICES IS INTERRUPTED BY THE WORK. 7.1 ALL ELECTRICAL EQUIPMENT (SWITCHES, PANELS, CIRCUITS ETC..) MUST BE PROPERLY IDENTIFIED 4. T.G.C. TO VERIFY EXACT DISTANCE OF ELECTRICAL FEEDERS FROM LL ELECTRICAL LOAD SUMMARY WITH LAMICOID NAME PLATES SCREWED ON PANELS AND HAVE A TYPED DIRECTORY AND INDICATE 22.0 SPECIFICATIONS DISTRIBUTION/ SERVICE ENTRANCE TO TENANT SPACE PRIOR TO BIDDING ( PI� - � • LOAD ON EACH CIRCUIT. 22.1 DISCONNECT AS PER CUTLER-HAMMER 5. T.G.C. TO VERIFY ALL METERING REQUIREMENTS WITH LANDLORD AND LOCAL CONNECTED LOAD DEMAND DEMAND LOAD DEMAND LOAD 8.0 GROUND UTILITY PRIOR TO BID. LOAD DESCRIPTION MODEL FUSE INSTALLATION {WATTS) FACTOR (WATTS) {AMPS) 1 2019-06-28 ALDO, LANDLORD & SAJO COMMENTS 8.1 THE GROUND SHALL BE CONTINUOUS AND SHALL BE CONFORM TO NATIONAL ELECTRICAL CODE. HD WITH INTERIOR 6.CONTRACTOR TO COORDINATE ALL LIGHTING/DIMMING CONTROLS AND LIGHTING LIGHTING 1925 1.25 2438 SPECIFICATIONS WITH CONTROLS VENDOR PRIOR TO ORDERING TO ENSURE 9.0 PULLING AND JUNCTION BOXES I HD WITHOUT INTERIOR CORRECT COMPONENTS ARE PROVIDED FOR DIMMING AND CONTROLS CAPABILITY RECEPTACLES 57.50 NOTE#1 tl NO. DATE REVISION 9.1 TRADE WILL PROVIDE PULLING AND JUNCTION BOXES WITH SCREWED PLATED COLOR MATCHED I RD WITH EXTERIOR WATER SIGNAGE HEATERS 1.25 2403 FOR WALL AND CEILING FINISHES. THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF ISC. 1303 1.0:. THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE RD WITHOUT EXTERIOR f>1ISC. 730 1."I 733 9.2 ALL BOXES SHALL BE ACCESSIBLE. ,. LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR 22.2 FUSES AS PER GOULD '�``� `2e8 MOTE TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. 9.3 BACK TO BACK BOXES WILL NOT BE ACCEPTED. ALL DIMENSIONS SHALL BE VERIFIED ON SITE ALL ERRORS AND GAGE MODEL SPARE QTY. NOTES BY SYMBOL TOTAL 23434 23578 5t DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE 9.4 PULL BOXES SHALL BE LOCATED EVERY 100 FEET (30m) AND EVERY TWO 90 DEG. ELBOW. 0-600A AJT 10% (MIN 6) PROCEEDING WITH THE WORK. GC TO DETERMINE POSSIBLE REUSE OF EXISTING 24 HOUR TIME CLOCK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. 9.5 ALL SURFACE MOUNTED BOXES FOR JUNCTION, SOCKETS, SWITCHES, FIXTURES ETC....SHALL BE O NOTES: REPLACE WITH NEW AS NEEDED. F.S. TYPE. 22..3 SPUTTER BOXES AND TROUGHS, AS PER BEL, 14 GA STEEL WITH HINGED COVER CLOSED WITH 1. 130%OF FIRST 10.303 WATTS, PLUS 53% OF REMAINING LOAD. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION SCREWS, TINNED COPPER BUS BARS, COMPLETE WITH SOLDERLESS TERMINALS. BARS SUPPORTED BY O PROVIDE NEW CONTACTOR(S) AS NEEDED. n S ONLY 10.0 DRILLING ISOLATORS. 2. 133 b OF r.=`C LOAD, PLi,6 :25%OF IIIGHESTL ;AD, O EX 200 AMP SERVICE AND METER TO REMAIN. GC TO V.I.F. 10.1 ELECTRICAL CONTRACTOR SHALL DRILL OR CHIP THE FLOOR WHERE REQUIRED. ELECTRICAL 22.4 TRANSFORMERS AS PER DELTA, DT (TRIPLE PHASE). CONTRACTOR SHALL PROVIDE AND INSTALL SLEEVES IN CONCRETE SLAB, WHERE REQUIRED. O EX (4) 3/0 THWN CU (1) #4 GROUND IN 2" CONDUIT TO REMAIN. GC TO V.I.F. 22.5 PANELS C/W DOORS AND LOCKS, AS PER CUTLER-HAMMER 10.2 NO ELECTRICAL OR PNEUMATIC HAMMER SHOULD BE USED. USAGE VOLTAGE I MODEL O GC TO DETERMINE POSSIBLE REUSE OF EXISTING TELEPHONE SERVICE. 10.3 EXISTING CONCRETE COLUMNS ARE NOT TO BE CHANNELED OR NOTCHED, PROVIDE NEW AS NEEDED V.I.F. LIGHTING 120/208 3o PRL-1 11.0 WIRING AND CONDUIT BREAKERS WITH 10K A SYMMETRICAL ® PROVIDE (3) #10 THWN CU. (1) #10 THWN CU. GROUND IN 3/4" CONDUIT. 11.1 ALL WIRING, WILL BE COPPER TYPE, No.12 AWG MINIMUM, UNLESS OTHERWISE NOTED. INTERRUPTING CAPACITY, UNLESS 1301 Solana Blvd. OTHERWISE NOTED. 0 PROVIDE NEW 3P/30A DISCONNECT DP Bldg. 1,Suite 1420 11.2 ALL SURFACE WIRING, SHALL BE RW-90 TYPE IN E.M.T. CONDUIT. ALL COUPLINGS TO BE RAIN Westlake,TX 76262 TIGHT OR GALVANIZED SET CREW TYPE. 22.6 OUTLETS AS PER LEVITON, MODEL NO. 5262, COLOR BY ARCHITECT. O NO EXISTING POWER TO THIS PANEL. 817-410-2858 11.3 ALL WIRING AND CONDUIT, WILL BE RECESSED IN WALL OR CEILING, INCLUDING EXISTING 22.7 SWITCH ARCHITECTURAL ELEMENTS. WWW.DONPENN.COM 11.4 ALL WIRING SHALL BE PARALLEL WITH ARCHITECTURAL LINES AND DESIGN. I TYPE MODEL 11.5 FOR SUSPENDED CEILING, AC-90 WIRE FOR 15 FEET (4.5m) IS ACCEPTED. MAIN WIRING TO BE I UNIPOLAR 5401/001 RW-90 IN E.M.T. CONDUIT. I BIPOLAR 54502/001 z 11.6 ALL EMPTY CONDUIT SHALL INCLUDE A PUWNG WIRE No,12 AWG. - MAX. 6'-O" FLEXIBLE I 3 WAY 54503/001 -•i 14.1 CONDUIT MAY BE USED FOR FIXTURE AND EQUIPMENT CONNECTIONS ONLY. PLASTIC CONDUIT IS NOT I4 WAY 54504/001 in ACCEPTED. w J 12.0 FIRE BARRIER 12.1 IN CASE OF CROSSING A FIRE BARRIER (FLOOR, WALL, OR CEILING) FILL GAP WITH APPROPRIATE 0 .10 MATERIAL. THIS MATERIAL SHALL BE EFFICIENT BARRIER FOR FLAME, FUME AND GAS. VAV-1 m• 13.0 EXPANSION JOINT 13.1 EACH TIME ELECTRICAL CONDUIT PASS TROUGH AN EXPANSION JOINT OF THE BUILDING USE 23001 EMILE-BELANGER, MONTREAL GALVANIZED STEEL SLIDING TYPE EXPANSION JOINT WITH CONTINUOUS COPPER GROUNDING. FLEXIBLE - - QUEBEC, CANADA, H4R 3J4 14.0 FIXTURES AND LAMPS AT THESE LOCATIONS. (� 01-- - - -- -~ �1 TEL.: (514) 747-2536 I I 14.1 ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ALL FIXTURES AND LAMPS AS PER I- i - - - i-COO � FAX: (514) 747-6504 MANUFACTURER SPECS. I I I H` rJ Oi I- - - -I PROJET/PROJECT: 15.0 FIELD CONDITIONS. I I I EXISTING I I- -I lEXISTING I L - J I PANEL m© I PANEL , ALDO 15.1 ENGINEER CAN RELOCATE ALL EQUIPMENT (FIXTURES, OUTLETS, ETC...), AT NO COST, IF LANDLORD DISTRIBUTION I 'A' I 'B' I DISPLACEMENT IS LESS THAN 10 FEET (3m), AND WRITTEN NOTICE IS SENT TO CONTRACTOR CENTER WASHINGTON SQUARE - PRIOR TO INSTALLATION. I I 1 O I L - _ - J _ _ J PORTLAND, OREGON, USA 15.2 CONFER WITH ALL OTHER TRADES AND ARRANGE EQUIPMENT IN PROPER RELATION WITH (3 OTHER APPARATUS, DUCTS, PIPES, ETC. AND WITH BUILDING CONSTRUCTION AND 200A TITRE/TITLE: - ARCHITECTURAL FINISHES. � .(-1, � ELECTRICAL PANELS/NOTES o a Z z } • ' i ) -' PROJET NO./PROJECT NO. DESSINE/DRAWN: 2587 C.M. ECHELLE/SCALE: VERIFIE/CHECKED: --- S.A. O 12 A CONCEPT, ANNEE/YEAR: PAGE: C R: AWO Shremshock 2019.Pro"cts 19-3597.Washin tons uare.Portland.OR Desi n 19.3597.E3.0.dw E-3.0 ELECTRICAIL & CATS LEGENIL ALD0 O G.C. ., STOSPRIME AND INSTALL 1x DUPLEX ELECTRICAL OUTLET NEAR THE BLACK O CABINET, AND, ELECTRICAL PANEL(S) AT r-O" A.F.F. OUTLET TO BE INSTALLED ON SDE OF CABIET AND NOT INSIDE THE BLACK CABINET, HORIZONTALLY, CLEAR FROM THE TRANSFOR ER, F. APPLICABLE AND CLOSE TO TIE D-MARK( THE BLACK CABIET IS SUPPLED BY ALDO LT. DEPARi1ENT AND WILL BE SHIPPED TO DE SITE DIRECTLY. BLACK CABINET IS INSTALLED BY G.C. ON A PLAVOOD BACKING BRACED TO THE STUDS DATE MIS/ISSUED DIRECTLY ON ANCHORED IN THE WALL 0 -N STATION ELECTRICAL • G.C. TO PROVDE AND INSTALL 2x DUPLEX ELECTRICAL OUTLETS FOR CHAR'CI NG 2019-06-07 ISSUED FOR ALDO LANDLORD SAJO REVIEW ._INN =_ �—� G.C.ASTATION MOUNTED HORIZONTALLYF AT 4.-0" A.F. , AND 3x DUPLEX ELECTRICAL OUTLET 410 G. TO PROWDE 4x CAT 6 CABLES (I1TH EXTRA 20'-0' ROLLED UP) ALL DIGITAL 4140 HARDWARE IS SUPPLIED AND INSTALLED BY ALDO SUPPLIER. ' 2019-06-28 ISSUED FOR BID & PERMIT Cc TO BRING ALL TIRES OF SALES AREA SPEAIUERS TO THE 'N STATION'. G.C. TO REFER TO SPEAKER INSTALLATION GUIDE. G.C. TO SUPPLY AND INSTALL ALL SOUND SYSTEM AND SPEAKERS COMPONENTS. EXISTING �2 —SEKPPING DESK G.C. 1O BRING 3x CART! LOOSE CABLES 1MTH 20'-0" ROLLED UP 0 4'-0" A.F.F. G.C. 10 PLROVDE 4x DUPLEX ELECTRICAL OUTLETS AT SIPPING STATION. TWO ARE WASHROOM I MOUNTED HORIZONTALLY AT 4'-0" A.F.F AND TWO ARE MOUNTED HORIZONTALLY AT 4-0' A.F.F ALL DIGITAL HARDWARE IS SUPPLIED AND INSTALLED BY ALDO SUPPLER O -VIA ANTENNAS IN BACK STORF ANTENNAS IN SALES AREA TO BE LOCATED NEAR AN EXISTING ACCESS PANEL (F r 1 OR TO HAVE A DEDICATED AO= PANE. 1 G.C. 10 1x CAT 6 IN STDCIOROOY FROM BLACK CABINET TO DEDICATED I I NI j ACCESS PANEL(F APPLICABLE) INTI AN EXTRA 20'-0-ROLLED LIP ` j [ O el (41)) 0 / ANTE]riAS AFD SUPPORTS PROVIDED AND INSTALLED BY ALDO 0 0 40D r _ _- � �. 1 1 1 1 x / 71 1 - 7 a. 1'. I !7, 7-•11 1110 _ 1 I I T /" 1 A • • W. ` f71 I 1 CEIIJNG • , . � !_ VIIr. I. 1 1 a 3 r�" `. �IOUNh� J BLACK OUTLT 1 �► _ _ _ s® -rdai couNT>R I L_ — I IL_ - 1 I I L...... _ J I G.C. TD BRING 7x CATO LOOSE CABLES CTRICAL OUTLETS AND 1 x _ - _ - _ .C. TO PRONDE L j r__T--,r r r t r r 3 € r � II IL II / .\ ,1 ll' I /qP `—,,- -Q—",— 'r��•-•., / �\ II1 i— CARCFAIECT 2xAPPROPRIATE PLAN ON THE LAYOUT. SATED OUTLET. I J,� mom, I IL r III G.C. TO CONFIRM AND COORDINATE 1MTH TIE MALL F. COI 4G CR TRENCHING IS - — 14 — (n:7 14 14 . : I 15 I PERMas HARDWAREAND ALDO SUPPED AND INSTALLED BAY ALDO SUPPLIER. 1 i I [� I [ I -wF1 ANTENNAS w SALE AREA L J f f I I © ALL ANTENNAS IN SALES AREA TO BE LOCATED NEAR AN EXISTING ACCESS PANEL (F F--+-- 9 _ _ I HAVE A DEDFGA,TD ACCESS PANE. CLOSE TO A REMOVABLEVENTILATION PRINT DATE 1---- I �I // (D , G.C. TO PROVIDE 2X CATS IN SALES AREA FROM BLACK CABINET TO DEDICATED T_--- -_ - A — - _ ACCESS S PANELSNNTH AN EXTRAREROVIDE ROLLED INSTALLED UP i — f-- ___I NH I- _ II h 1 OR® I . _ I / ANTENNAS AND SUPPORTS ARE PROVIDED AND BY ALDO __-_ _----J �_ IM14 a g a 6 — 2 8 VAR 11 1 ilfr L -_ I I — I _ — I O II 7. 1 :1 ]I !• J •J.i7i r 1 1 � �O3 r I I -0 1 • :: 16 5 -T 1 -' , 1"leo #"1 . .It, ,�'� �•.1.� L j 31 L _ _ - •. 1 ''!:1 I :T01r MLJ —�____-, r� � T L __.. � Opt, �� 17 T TO cOLINTTR t0�4' �GtN�F `s/0 bi I I ® -G.C. 1D INSTALL AND PROVIDE 2x CAT 6 CABLE SHIELDS) TIMED PAIR FROM BLACK C) t' 9 y ® I I CABINET ON STOCKROOM) TO STOREFRONT ETI 20 FEET OF EXTRA LENGTH 1: ;-E 9� AT THE STOREFRONT DENTTFIED WITH A RED TAPE ON BOTH ENDS (N) BLACK CABINET I - 1 ( TRAFFIC COUNTER IS INSTALLED BY ALDO SUPPLIER AFTER POs r - SUSPENDED AT r-O' A.F.F. 0 1-- --� ,1---- /\ V I I G c To PROVIDE SUSPENDED POLE MITI Box IN OPEN [DUNG STORES. `+ / 1l _ 14 — — — ,� — — —— — — — — 14 — — — — —� _-_14 ..., � — r .,. .r. : 15 J S Anc SYSTEM TY PEDESTAL 0 OREG+N 2 L _ r ] — j '� �`1�` - - , t , �, f 1 `II 1i G.C. TO PRO DE 1x CAT TAe EACH SECURITY PEDESTAL �ti ���21 I$1 Q�� ��I I G i _r I I T I I L, _ .. I T I i L �_ ._. .mo i I I c c TO PRO DE 1x DUPLE( ELECTRICAL CUTLET AT EACH SECURITY PEDESTAL q�p J A��S L J L— J L. J L J LL �y IIF {--� -41G �7 ^-^� C.C. y�CONFIRM ONE J�� AND COORD�� MALL. / G TRENCHING I 1 I �L I k �- 1 I I I— -- �T •—� -� �V - I ( Vy,�.,�.,TO 1Mr�V /YW Vl/N11lJnATE 1�TH THE Iw.�, F. {.M{NV OR 11{CJ�M1�V IS _....... . AND /�1+'I.yi�G.�ALDO PRIOR Ha�cJti.1�T MORN(. DISTANCE BETWEQN TONERS : 64' to 66�. I je CEIUNG ALL HARDWARE IS SUPPLED AND INSTALLED BY ALDO SUPPLIER. G.C. TO COORDINATE MOUNTED — WITH ALDO SUPPLER WIZARD SECURITY 90W110N5 DEC x11111 BLACK OUTLET -.:,-`01 . ' . i4,-40,41.0.. riri. ..,..., 7!1 i I - '• 0 lAiie..3.. DATA PLAN ,, fv;.. 4111r, — SCALE: 1/4" = 1'-0" 14 G.C. 10 PROVIDE AND INSTALL 2x DUPLEX ELECTRICAL OUTLET AND lx JNNCTION BOX IN FURNITURE BASES FOR STAND ALONE DOUBLE UNIT 1 2019-06-28 ALDO, LANDLORD Sc SAJO COMMENTS G.C. TO PROVIDE AND INSTALL 2x DUPLEX ELECTRICAL OUTLETS AND 1x JUNCTION BOX IN FURNITURE BASES FOR EACH TRIPLE UNIT WI FURNITURE PROVIDE ES FOR INSTALL AND DODOUBLE`'�A AND TO TRIPLE JUNCTION UNIT. NO. DATE REVISION 1s LOGO (AT BINDOW OR w STORE) THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF CC. TO INSTALL 1x JUNCTION BOX ON TIME CLOCK THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR • 16 -LIDIITBOX (AT WIDOW OR AT BACK BART TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. G.C. TO INSTALL lx DUPLEX ELECTRICAL OUTLET. ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND BOOKSTORE - TELECOM PANEL DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE 1 �eQ� G.O. TO INSTALL lx JUNCTION BOX ON DME CLOCK PROCEEDING WITH THE WORK. �—= BLACK CABINET © - slr� NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. FAD • 1s DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION F NOT 03STING. G.C. TD INSTALL 1x JUNCTION BOL ON 111E anac ONLY SDE DSL MODEM _ '1 ' : '.:". 4474. 3if4"*. • 1:3' .)1T11(174///272.4 _ p q PLOT M'' M 0 RS.ELECTRICIAN IS TO _ SWIM FILTERED PHONE CAL UP ALL CABLES A7 EACH ED.T ALL GATE CABLES AND i5 RESPONSIBLE OF DELIFYING D ASIDE LW CONSULTANTS (ARCH AND ENG.) ARE RESPONSIBLE TO VALIDATE Y TH LOCAL CODES AND REGULATIONS OF THE CITY AND MALL, THE REQUIREMENTS OF CONDUITS FOR THE ® PROJECT ® CONSULTANTS ARE RESPONSIBLE TO IDENTIFY ALL OF DIE ABOVE NOTES. THAT ARE TETLP NOT APPLICABLE TO THE PROJECT P 1341 Solana Bled. ALE STOCKROOM ` G.C.ADD1 YINOTE AT SS ANDAND PROVIDE AND Bldg. 1, Suite 1420 EISTEG ANY Westlake,TX 76262 STATION. SOLID ® ND STCHAA ON O Lel ANIEINAS ® DAMAGED EQUIPMENTS CONFECTIONS ( = 817-410 2858 n a STATION (8SD02) NOTE TO G C WVVW.pONPENN.COM LI . 1 A REFER TO PLAN AFD DETAILS FOR KEYINOIE LOCATIONS. NOT ALL KEYNOTES MAY BE USED FOR EACH STORE LOCATION. SALES AREA CAE COM® on maws ® EICESS SHELF O g I; ALE".:) 0 2300 EMILE-BELANGER, MONTREAL CAT 6 CONDUIT FILL SZ/NG GIDE QUEBEC, CANADA, H4R 3J4 I OF CAT 6 CONDUIT • CABLESSZE TEL.: (514) 747-2536 3 3/4' STOREFRONT 5 1' FAX: (514) 747-6504 s 1-1/4' PROJET/PROJECT: TRAM COUNTER ® 13 1-1/2' 22 r ALDO WASHINGTON SQUARE PORTLAND, OREGON, USA TITRE/TITLE: ELECTRICAL DETAILS PROJET NO./PROJECT NO. DESSINE/DRAWN: 2587 C.M. OPLAN VIEW CAT6 WIRING DIRECTIONS ECHELLE/SCALE: VERIFIE/CHECKED: SCALE:NTS S.A. ALDO12 CONCEPT, ANNIE/YEAR: PAGE: R:\ALDO\_Shremshock\2419.Projects\19-3597.Washington5quare.Portland.OR\Design\19.3597.E4.O.dwg AA16 E—4.0 ALDO J ,,, I— D I z 1 II II DATE MIS/ISSUEDE 24 HR/7 DAY ASTRONOMICAL TIME CLOCK LITHONIA #SPAK-8S 2019-06-07 ISSUED FOR ALDO/LANDLORD/SAJO REVIEW \ I \ j \ j 2019-06-28 ISSUED FOR BID & PERMIT « G.C. TO COORDINATE = N / — _ \ j — STOREFRONT TIME CONTROL A-41 SIGN WITH LANDLORD TIME / \j -I."A-21 LIGHT BOX TC1 SCHEDULING. 0-2 HOUR -- A-23 LIGHT BOX /\ OVERRIDE 1 1 — I x \ lo-iiMILLWORK LIGHTING CONTACTOR MILLWORK LIGHTING CONTROL SWITCH 'd' CASHWRAP DISPLAY J = CASHWRAP DISPLAY \ FI®II�J CI �®mumi _ �� SHOW WINDOW RECEPTACLE \ I=I®1 [®aI F.* m D -fie®I -ta®I _ �, u..1 = SHOW WINDOW RECEPTACLE I /I INi*k ®e '`-J OIARGING F --rt,-- _ „Jo II \/ — —1 ,\ i\ • ))) 'C� Y- y - NORMALLY OPEN (MECHANICALLY THELD) LIGHTING CONTACTORS IN j APPROVED ENCLOSURE 20A MINIMUM RATED CONTACTS. SQUARE DI� �I N v c, Q, r,, 00 SERIES 8903 HEAVY DUTY I I I CONTACTORS OR EQUAL. ELEVATION UNITES 8N00 D M8SDO2 UNIT ELEVATION PRINT DATE : CONTROL 201 9 06 78 SW TCH a LJ • oA-5 SALES LIGHTING CONTROL SWITCH 'b' FLEX CONDUIT FOR CONVEX DUPLEX OUTLETS / ✓ O r A-5 SALES LIGHTING �caNvelaENce Dt�PLI=x OUTLET WAVED '�c' FOR JUNCTION Boxes - us stave fikEp PROF e CONTROL INSIDE WAIL. UNIT BASE. (SEE SECTION) O FOR JUNCTION BOXES - Canodial Stores �5. ,- �lN�l�,9 Ss s/0 SWITCH 'c' KILL 40 JUNCTION BOX, INSIDE PLATFORM ENGINEERS TO VALDATE NUMBERS OF k,� �' r on� - A-25 STOREFRONT LIGHTING O JUNCTION BOX. IN CEUNG, NEAR DIFFUSER ELECTTRICICAL�LOAD BY XES ACCORDING TO �" '� r / 'Mgt COMIG OUT FR"' OM WALL �\ o0 OREGON �_ CONTROL FD) SHOULD ONE OUT FROM WALL ("13r) FEED SWITCH 'e' AT ±r FROM FINISHED FLOOR •. TO 6•-0' LONG. ',. FEED WWII porn JUNCTION BOX IN '✓.q 1/21 f�� R • o t = A-13 STOCK LIGHTING THE ARMOIRE z� JAMES ---":„ _I / / I URI.). 2020 — _ _ 7-- I \ I-- H� _.__(._19_•- _--L- �� — 111 FROM MAIN: — _ PANEL a NOTE: r I I \ • 11 I I 11 1. EMERGENCY, EXIT, AND NIGHT LIGHTING SHALL NOT RUN THRU BUILDING I z \ A I I \ SHUTOFF. - - �jr — �•, I 1 2019-06-28 ALDO, LANDLORD & SAJO COMMENTS 2. IMPORTANT: ALL LIGHT FIXTURES NOT ON TIMECLOCK OR OCCUPANCY I _ - _ _ / I •I • SENSOR SHALL BE CONTROLLED BY LIGHTING CONTACTORS . TGC SHALLr II =_ I �� _? �� O — NO. DATE REVISION PROVIDE ADDITIONAL CONTACTORS AS REQUIRED. / ��� / 11:1 RECESS FLOOR BOX NTH THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF DUPLEX RECEPTACLE; 20A-120V / / THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE SCHEMATIC — WIRING F O R ARMOIRES PROVIDE P 14 CASH LUG FOR FLOg2 MID �� LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR SLIGHTING CONTROL •3/8' = 1'-D" OUTLET ELECTRICAL CCMDUlTS TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. �� ALL DIMENSIONS SHALL BE VERIFIED ON SITE. AIL ERRORS AND NOT TO SCALE %�` DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. �/ NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. // DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION S ONLY WIRES TO RUN DOWN WALL, SEE O `� p I& 411/ 0 --CONVENIENCE DUPLEX OUTLET, FEED FROM JUNCTION BOX IN PLATFORM (TYPICAL) \ / v — \ — — — W oWALL UNIT ISOMETRIC VIEW ill 11/2" = 1'-0" 1301 Solana Blvd. —i_ ED P Bldg. 1, Suite 1420 NOTE: RE-USE EXISTING CIRCUITS Westlake,TX 76262 AND CONDUIT IF POSSIBLE BEFORE JUNCTION BOX, INSTALLED INSIDE OF = 817-410-2858 PROVIDING NEW AS SHOWN BELOW ARMOIRE'S BASE, BEFORE REMOVABLE ", SDETAIL — PLAN SECTION PLATFORM INSTALLATION WWW.DONPENN.COM i 2) -SUPPLY 1-1/2' DIAM CONDUIT IN 1/2' = 1'-0" ,---------SURFACE ISOLATEDFLOUR FOR TELECOMMUNICATION SURFACE MOUN 30D. SUPPLY 1' DIAM CONDUIT FOR CAT6 DATA JACKS (x2) .. OUTLET(x1) ELECTRICAL ," UL WARNING STICKERS ® DDU Lcc ExOCEOU rT(OUNTE} (ENGLISH AND FRENCH) . CASH CUTLETS ALDO —LEx J I MOUNTED ON SDE OF PROVIDE OPENING IN BASE AS C .o STOCKROOM -, UNIT, INSIDE REWIRED FOR WIRE PASSAGE {FROM I k° "BX" TYPE FEEDING FOR CANADA WALL --"---- 4---'. - --- _ _. = WALL) — 4,---------ne TYPE FEEDING FOR US _ *– --- I POWER CONNECTOR FOR ID CAT 6 CABLES THROUGH A , A012w : ELECTRIFIED STANDARD 2300 SMILE—BELANGE�, MONTREAL 4...------------CONDUIT OR TIE WRAPPED 'SI .1*l j POWER F® FOR POWER QU E H E C, CANADA, H4R 3J4 IDDSUPPUIT h''ORS TOGETHER 4 i ,. \ POWER FEED FOR ELECTRIFIED STANDARD SUPPLY TEL.: (514) 747-2536 4' x 4' x 2" FLOOR Box SHONE FROM - ' , - P 001 / ONE (1) JUNCTION BOX ONLY. JUNCTION BOX - / FAX: (514) 747-6504 r A I 12 TO BE LAID ON FLOOR, INSIDE OF SECTIONS i PROJET/PROJECT: ALDO �(1x) 3�4' DR. CONDUITS FOR ELECTRICAL �f- 1 �� I � _ PLATFORM NOTE: �� POWER F® FOR POWER /% W A S H I \1 C T C N S Q U A E A X I �(1x) CONDUITS FOR TELECOMMUNICATION NOT -a -- -- �-I PASSING THROUGH THE ELECTRICAL BOX FOR INSTALLATION REFER TO SEPARATE DRAWING. �'� / SUPPLY ••� .- , OCASH SECTION (LOCATION OF OUTLETS) ELECTRICAL CONTRACTOR TO PROVIDE All CONDUITS D 0 R TLA N D 0 E G 0 N , SA 1 1/2' = 1'-0' COMPLETE WITH PULL STRING. CONVENIENCE DUPLEX OUTLET MOUNTED TITRE/TITLE: INSIDE WALL UNIT BASE POWER SUPPLY FOR — CONVENIENCE DUPLEX OUTLET MOUNTED - ELECTRICAL DETAILS NOTE: ELECTRIFIED STANDARD INSIDE WALL UNIT BASE TYPICAL CASH COUNTER SET-UP REFER AND COORDINATE AS PER ARCHITECTURAL DRAWINGS LAYOUT NOTE: POWER SUPPLY FOR ELECTRIFIED STANDARD PROJET N0./PROJECT NO. DESSINE/DRAWN: FOR ALARM INSTALLATION REFER TO SEPARATE DRAWING. CUTLETS @ CASH AND B A C K B A R DETAIL ELECTRICAL CONTRACTOR TO PROVIDE ALL CONDUITS COMPLETE WITH PULL STRING. •WIRING1 1/2' = 1'-0• A WALL UNIT SECTION 2587 C.M. NOT TO SCALE 3" = 1'-0" ECHELLE/SCALE: VERIFIE/CHECKED: S.A. ALDO 2 CONCEPT, ANNEE/YEAR: PAGE: R:\ALDO\_Shremshock\2019.Projects\19-3597.WashingtonSquare.Portland.OR\Design\19.3597.E4.1.dwg AAIB E-4.1 • - -T- _ ____ __-- _ _____ =tea —_ - ,--_-_--.-L------------ -_----------------- _= _ _-_..,__-,..„--- T _ ___ __ _ _-.. - D CD ___ ___=„,____,_ ___„. _, „__ _,„ �=—_�-!=_�__=_-__= _:mac--T`--_,__,=- - -__--- „, - DATE EMIS/ISSUED 2019-06-07 ISSUED FOR ALDO/LANDLORD/SAJO REVIEW 2019-06-28 ISSUED FOR BID & PERMIT CO THIS PLAN IS FOR REFERENCE ONLY. FIRE PROTECTION PLANS MUST BE SUBMITTED BY A LICENSED FIRE PROTECTION ENGINEER. @ E I I I - PRINT DATE : I __ K 1 2 0 1 9 — 0 6 — 2 8 n E I O t * * a II 1 . . _. I �,4,- GINE 4 s�`�'L @ E I 1:4.96' -7‘.. .,,Et lig 14 .9 E OO E 0 E Q E OO E O OREGO ? I I 0`�,q 0 /21191 Qtr= I �� JAMS @ E @E DEC 31 2020 Exp. 1 I I I @ E — `— ) 1 2019-06-28 ALDO, LANDLORD & SAJO COMMENTS I QE QE OE QE I I NO. DATE REVISION @ E @E I ri THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF _ THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN NE I I 1 _ LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. j , - - _ ____ - - - - - - - - 1 ALL DIMENSIONS SHALL BE VERIFIED ON SITE All ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE 1PROCEEDING WITH THE WORK.NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY I 1301 Solana Blvd. DP Bldg. 1,Suite 1420 Westlake,TX 76262 FIRE PROTECTION PLAN C - 817-410-2858 1 SCALE: 1/4" = 1'-0" WWW.DONPENN.COM T Y EXISTING SPRINKLER HEIGHTS AND ADJUST COMMISSIONING NOTE GENERAL NOTES FIRE PROTECTION SYMBOLS LEGEND TO ACCOMMODATE NEW PARTITIONS, FLOOR WHEN REQUIRED, IT IS THE OWNER'S RESPONSIBILITY TO CONTRACT WITH A FIXTURES, AND LIGHTING COMMISSIONING AUTHORITY TO COMPLY WITH LOCAL CODES. 1. ALL SPRINKLER AND ROOF MODIFICATIONS MUST BE PERFORMED BY THE 0 E EXISTING UP TYPE LANDLORD CONTRACTOR AT THE TENANTS EXPENSE. ALL SPRINKLER WORK MUST BE VERIFIED AND 0 R RELOCATED UP TYPE �� COORDINATED BY THE SPRINKLER CONTRACTOR. 2. FINAL CONNECTION OF TENANT LIFE SAFETY SYSTEMS TO BUILDING SYSTEMS SHALL BE BY THE LANDLORD CONTRACTOR AT THE TENANTS EXPENSE. ALL SPRINKLER WORK AND/OR MODIFICATIONS 0 N NEW UP TYPE y EV MUST BE PERFORMED BY LANDLORD APPROVED FIRE SPRINKLER NOTES 3. ALL WORK NOT DETAILED ON THESE PLANS MUST CONFORM TO THE TENANT SPRINKLER CONTRACTOR AT TENANTS EXPENSE. DESIGN HANDBOOK AND ALL OTHER LANDLORD REQUIREMENTS. Q E EXISTING CONCEALED TYPE 23 1. FIRE SPRINKLER SYSTEM DESIGN PER N.F.P.A. 13. 4. EXISTING SPRINKLER SYSTEM SHALL BE MODIFIED AS REQUIRED TO SERVE 0EMILE-BELANGER, MONTREAL 0 THE NEW LAYOUT SHOWN ON THE DRAWING. SPRINKLER CONTRACTOR SHALL Q R RELOCATED CONCEALED TYPE QUEBEC, CANADA, H4R 3J4 2. THE ABOVE DESIGN REFERENCES ARE GIVEN TO ESTABLISH A BASIC FIRE NOTIFY THE MALL MANAGER 72 HOURS BEFORE SPRINKLER SHUTDOWN IS GSPRINKLER DESIGN, HOWEVER EACH INDIVIDUAL STORE OVERNED BY LOCAL CODE REQUIREMENTS THAT MAY REQUIRE NANLESS OF LL BE REQUIRED AND SHALL PAY ALL MALL CHARGES FOR SPRINKLER SHUTDOWN. Q NW NEW (WHITE) CONCEALED TYPE TEL.: (514) 747-2536 GREATER DENSITY. THE T.G.C. IS RESPONSIBLE TO VERIFY THAT THE FIRE FAX: (514) 747-6504 SPRINKLER CONTRACTOR HAS RECEIVED AND IS ADHERING TO THE DESIGN QNB NEW (BLACK) CONCEALED TYPE PARAMETERS AS SET FORTH BY LOCAL CODE. PROJET/PROJECT: 3. AT THE TIME OF BIDDING THE T.G.C. SHALL PROVIDE THE DESIGN DENSITIES 0 N NEW DOWN TYPE ALDO IN THEIR BID. 4. FIRE SPRINKLER TEST AND DRAIN TO BE LOCATED AT REAR OF BUILDING. 5. SPRINKLER HEADS SHOULD ALIGN WITH THE LIGHTING AS SHOWN INA S I- I N G TO N SQUARE WHENEVER POSSIBLE. PORTLAUD, OREGON, USA TITRE/TITLE: FIRE PROTECTION PLAN PROJET NO./PROJECT NO. DESSINE/DRAWN: 2587 C.M. ECHELLE/SCALE: VERIFIE/CHECKED: --- S.A. fi2 ALDO CONCEPT, ANNEE/YEAR: PAGE: C R:\ALDO�Shremshock\2019.Projects\19-3597.WashingtonSquare.Portland.OR\Design\19.3597.F1.O.dwg AA1 6 r-1 .0 _=_=—,i------- ---„7„----. 4._______7____ __=z-______--_--_-_,_______7_-_- _.„,___7_„_--:;„-=r, z_____ ------------_--_-----------T--_z--------- :-. ----=--- -- D * 0 7-T-----7-1' __,,_„____„___T______7 __:„.,_________„ „____________-_-____:„. - _______,_ _, ___________„:„_______ _ _____ GENERAL PLUMBING NOTES --_ _ - 1. ALL PLUMBING INSTALLATIONS SHALL COMPLY WITH STATE AND LOCAL 11. ALL UNDERGROUND DRAINAGE, WASTE AND VENT PIPE SHALL BE CAST -� -= ==` •' -= CODES. IRON OR OUND DRAINAGE, WASTE AND VENTO PIPE WED SHALLL BE LOCAL C CAST IROODES. LN ORL OS ALLOWEDVE BY LOAL DATE EMIS/ISSUED 2. PLUMBING CONTRACTOR SHALL MAKE CORRECTIONS IF WATER SUPPLY CODES. NO PLASTIC PIPING ALLOWED. AND DRAINAGE FOR THE BUILDING ARE REVERSED. 2019-06-07 ISSUED FOR ALDO/LANDLORD/SAJO REVIEW 12. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR APPROVED 3. INSTALL ALL THREADED CLEANOUT PLUGS WITH PIPE DOPE TO ALLOW FLOOR PLAN AND DIMENSIONS. DO NOT SCALE PLUMBING DRAWINGS. EASY REMOVAL IN THE FUTURE. 2019-06-28 ISSUED FOR BID & PERMIT 13. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING CONDENSATE 4. IT WILL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO DRAIN PIPING ON AIR HANDLING UNITS. COORDINATE WORK WITH MECHANICAL • INSURE THAT ITEMS TO BE FURNISHED UNDER PLUMBING CONTRACT WILL FIT CONTRACTOR. THE SPACE AVAILABLE - PLUMBING CONTRACTOR SHALL MAKE NECESSARY FIELD MEASUREMENTS TO ASCERTAIN SPACE REQUIREMENTS, INCLUDING 14. CONTRACTOR SHALL INSTALL WATER PIPING SO THAT PIPE JOINTS ARE THOSE FOR CONNECTIONS AND SHALL FURNISH AND INSTALL SUCH SIZES NOT UNDER FLOOR SLAB. AND SHAPES OF EQUIPMENT THAT ARE THE TRUE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 15. PIPE INSULATION SHALL BE CONTINUOUS THROUGH WALLS OR FLOOR. 5. GENERAL CONTRACTOR SHALL PROVIDE ALL OPENINGS IN WALLS, 16. CONTRACTOR SHALL TEST SOIL, WASTE AND VENT SYSTEMS WITH FLOORS, AND ROOF WITH EACH CONTRACTOR RESPONSIBLE FOR VERIFYING PEPPERMINT. ALL MECHANICAL SYSTEMS SHALL BE RUNNING WHILE THESE LOCATION AND SIZES OF ALL OPENINGS REQUIRED UNDER HIS CONTRACT, TESTS ARE BEING MADE. CONTRACTOR SHALL FURNISH A CERTIFICATE OF UNLESS NOTED OTHERWISE ON THE PLANS. COMPLIANCE AND ACCEPTANCE OF THESE TESTS. 6. PLUMBING CONTRACTOR SHALL PROVIDE PRESSURE REDUCING VALVE, 17. CONTRACTOR SHALL INSULATE ALL UNDER SLAB HOT WATER PIPING WITH SWEAT TYPE, 30-60 PSIG DISCHARGE RANGE WHERE REQUIRED BY LOCAL 1" RIGID URETHANE FOAM INSULATION AND 1" CLOSED CELL RUBBER CODES. INSULATION, WITH FIRE RETARDANT COATING ON ALL HOT WATER AND RETURNS LINES ABOVE SLAB. INSULATE ALL COLD WATER LINES ABOVE SLAB 7. ALL PLUMBING FIXTURES SHALL BE NEATLY CAULKED WITH SILICONE WITH 1/2" CLOSED CELL RUBBER FIRE RETARDANT INSULATION. COMPOUND WHERE FIXTURE MEETS WALL. 18. ANY DEVIATIONS FROM SPECIFIED PLUMBING FIXTURES AND TRIM IN 8. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING FIXTURE SCHEDULE SHALL BE APPROVED PRIOR TO SUBMITTAL FROM THE ELECTRICAL AND CONTROL CONNECTIONS TO PLUMBING EQUIPMENT WITH THE ALDO'S PROJECT MANAGER. ELECTRICAL CONTRACTOR. SEE PLANS FOR LOCATIONS OF JUNCTION BOXES, DISCONNECTS, AND CIRCUIT BREAKERS (PANEL BOARDS). TYPE, SIZE AND 19. ALL INDIRECT WASTE LINES SHALL HAVE A MINIMUM OF 2" VERTICAL AIR NUMBER OF CONDUCTORS AND CONDUITS TO EQUIPMENT SHALL BE GAP AT FLOOR SINK, DRAIN OR HUB. FLOOR SINKS, DRAINS OR HUBS SHALL EXISTING LAV, WATER HEATER, FLOOR DRAIN AND PLUMBING SYSTEMS TO COORDINATED WITH & VERIFIED BY THE ELECTRICAL CONTRACTOR. IN CASEREMAIN SHALL BE FIELD INSPECTED AND CONDITIONED AS FOLLOWS: OF PLUMBING EQUIPMENT CONNECTION TO A CIRCUIT BREAKER, THE NUMBER EXTEND A MINIMUM 1" ABOVE FINISHED FLOOR WHEN SERVING INDIRECT THE CONTRACTOR SHALL INSPECT ENTIRE PLUMBING SYSTEM AND PROVIDE AND SIZE OF CONDUCTORS AND CONDUIT SHALL CONFORM TO THE LATEST DRAINS. SERVICE AND/OR REPAIRS AS REQUIRED TO ENSURE PROPER, DEPENDABLE NATIONAL ELECTRICAL CODE REGULATIONS. ALL MOTOR STARTERS, 20. VACUUM BREAKERS SHALL BE INSTALLED ON ALL HOSE BIBBS AND OPERATION. THE EXISTING FIXTURES TO BE REUSED SHALL BE DISINFECTED, SWITCHES, CONTROL DEVICES, ETC., PROVIDED BY THIS CONTRACTOR SHALL CLEANED AND/OR REFURBISHED TO THE TENANT'S SATISFACTION. REFER TO HYDRANTS. VACUUM BREAKERS/BACK FLOW PREVENTORS TO BE INSTALLED PRINT DATE : BE RECESSED IN THE WALLS, EXCEPT WHERE THESE ITEMS ARE LOCATED IN AT ANY POINT WHERE THERE IS DANGER OF THE NON POTABLE WATER ARCHITECTURAL DRAWINGS FOR ANY ADJUSTMENTS THAT MAY BE REQUIRED MECHANICAL ROOMS. PROVIDE NAMEPLATES FOR ALL EQUIPMENT, SWITCHES, SYSTEM COMING IN CONTACT WITH THE PORTABLE WATER SYSTEM OR ANY TO COMPLY WITH CODE ISSUES. CONTROL DEVICES, ETC. DANGER OF BACK FLOW. COORDINATE WITH LOCAL INSPECTOR. 9. PLUMBING CONTRACTOR SHALL SUPPLY AND INSTALL GAS PIPING IF 21. ALL PLUMBING WORK SHALL BE COORDINATED WITH OTHER PROJECT 2 ( 1 9 - 0 6 `.- 2 8 SHOWN ON PLANS, ALL GAS PIPING SHALL COMPLY WITH LOCAL CODES, CONTRACTORS BEFORE INSTALLATION. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO ALL , EQUIPMENT. INSTALL REGULATORS AT EQUIPMENT WHERE REQUIRED BY0 22. USE TYPE "K" SOFT DRAWN COPPER UNDER SLAB. MANUFACTURER OR CUTS SUPPLIED BY FURNISHING CONTRACTOR. • 10. PLUMBING CONTRACTOR SHALL INSTALL SHOCK ABSORBERS AT PLACES 23. ALL WATER DISTRIBUTION PIPE ABOVE GROUND SHALL BE COPPER OR INDICATED ON THE PLANS AND RISER DIAGRAM. SHOCK ABSORBERS SHALL COPPER ALLOY TUBING. BE PDI APPROVED. (E) Eo PROF Opl'-.-1-:5:1-- 1- --J, 'co"\•‘" GI el., NEW PLUMBING FIXTURE SCHEDULE WATER CLOSET IN LOCATION (E) LAV AS EXISTING. (N) WC (E) FD ��' j:>:96` 9f PLAN MARK MANUFACTURER MODEL NUMBER NOTES A I EXISTING v. i 2 `Rf WC KOHLER HIGHLINE WATER CLOSET: RAND HAND TRIP LEVER, COLOR: WHITE, SEAT COLOR: WHITE. TO BE INSTALLED IN WASHROOM ' 00 OREGON �2' K-3519-RA SAME LOCATION AS EXISTING WATER CLOSET. r1, Ol/211%� Q WH EXISTING -- EXISTING WATER HEATER TO REMAIN AS IS. i p<O JAMES r -3 OF EXISTING -- EXISTING DRINKING FOUNTAIN TO REMAIN AS IS. 1 IKD f C 31 2010 LAV __ (11) - 1 1 MP.EXISTING LAV TO REMAIN AS IS. ____ ❑ ' r l t i FD EXISTING -- EXISTING FLOOR DRAIN TO REMAIN AS IS. i i 01 PLUMBING PLAN 1 2019-06-28 ALDO, LANDLORD & SAJO COMMENTS NO. DATE REVISION THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. ALL DIMENSIONS SHALL BE VERIFIED ON SITE, ALL ERRORS AND DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION ONLY 1301 Solana Blvd. D P Bldg. 1,Suite 1420 Westlake,TX 76262 817-410-2858 WWW.DONPENN.COM • CONNECT NEW WATER , CLOSET DOMESTIC WATER ' I �` TO SUPPLY SERVING �`�. PREVIOUS WATER CLOSET. 1. IT , WGO CONNECT NEW WATER D,F- CLOSET SANITARY AND VENT U PLUMBING TO MAIN LINES 2300 EMILE-BELANGER, MONTREAL SERVING PREVIOUS WATER QUEBEC, CANADA, H4R 3J4 �� TEL.: (514) 747-2536 WC I ., FAX: (514) 747-6504 PROJET/PROJECT: ALDO WAS- INGTON SQJARE . PORTLAND, OREGON, USA TITRE/TITLE: PLUMBING PLAN 113' WASTE RISER DIAGRAM WATER RISER DIAGRAM PROJET NO./PROJECT NO. DESSINE/DRAWN: 3 SCALE: N.T.S. SCALE: N.T.S. 2587 C.M. ECHELLE/SCALE: VERIFIE/CHECKED: --- S.A. ALDO12 CONCEPT, ANNEE/YEAR: PAGE: R:\ALDO\_Shremshock\2019.Projects\19-3597.WashingtonSquare.Portiand.OR\Design\19.3597.P1.O.dwg AA16 P-1.0 STRUCTURAL NOTES ALDO CONTROLLING BUILDING CODE: / ///7/ / /2014 OREGON STRUCTURAL SPECIALITY CODE (2012 IBC) W/ LOCAL AMENDMENTS SEISMIC DESIGN CATEGORY = D ` ///SDs = 0,73 ; 5:,1 = 0.47 / / // / / DATE EM'S/ISSUED A. EXISTING CONDITIONS I. IF EXISTING CONDITIONS ARE DIFFERENT THAN SHOWN, CONTACT STRUCTURAL ENGINEER BEFORE / / PROCEEDING WITH ANY WORK IN THAT AREA. f / 201q-Oh-O'1 ISSUED FOR ALDO/LANDLOIZD/5AJ0 REVIEW 2 REPAIR OF EXISTING FIREPROOFING- FOR ANY NEV CONNECTIONS WHICH REQUIRE THE TEMPORARY / REMOVAL OF EXISTING FIREPROOFING, REMOVE FIREPROOFING AS REQUIRED TO INSTALL NEW ` / // 20141-06-28 ISSUED FOR BID 4 PERMIT MATERIALS AND (AFTER ANY REQUIRED INSPECTIONS) REPLACE FIREPROOFING TO ORIGINAL bir / ' RATED CAPACITY. �, �/ v / / / 3. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED BY EXISTING MALL DUCTWORK 0111 EXISTING MALL DUCTWORK / THE CONTRACTOR AND SHALL CONFORM TO THOSE SHOWN ON THE ARCHITECTURAL DRAWINGS. / B. LIGHT GAGE FRAMING / / I, COLD FORMED STEEL FRAMING SHALL CONFORM TO REQUIREMENTS OF THE LATEST EDITION OF 7 �� AISI 'SPECIFICATION FOR DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" 2. ALL MEMBERS SHALL BE FORMED FROM CORROSION-RESISTANT STEEL (GRADE 33 UNLESS / ,- /I %/ OTHERWISE SPECIFIED) AND THEN ZINC COATED PER ASTM A653-94, GRADE G-60. / 3. ALL COLD FORMED MEMBERS SHALL COME FROM A SINGLE MANUFACTURER, "CLARK" OR EQUAL. / „' / / THE INSTALLATION SHALL COMPLY WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM LIGHT / 3 5/8" 20 GA DIAG BRACE @ 48" O.C. � 1 / GAGE METAL STUD AND JOIST PROPERTIES SHALL BE AS FOLLOWS: j' I (CONNECT TO STRUCTURE ABOVE PER • r 3 5/8", 20 GA DIAD BRACE @ 48" O.C. 3.a. PROVIDE DEPTH AND GAGE THICKNESS PER DRAWINGS. / / DETAIL C/52). (CONNECT TO STRUCTURE ABOVE PER 3.b. UNLESS NOTED, JOISTS AND STUDS SHALL HAVE A FLANGE WIDTH OF I-5/8" WITH 1/2' / / DETAIL C/S2). RETURN LIP. �. % / MAXIMUM ALLOWABLE / -_� ' / DIAGONAL LENGTH = 10'-0" MAXIMUM ALLOWABLE 3.c. UNLESS NOTED, TRACK GAGE SHALL EQUAL STUD GAGE. STANDARD TRACK FLANGE CONTACT STRUCTURAL ENGINEER FOR DIAGONAL LENGTH = 10'-O" WIDTH SHALL EQUAL I-1/4", AND DEEP LEG TRACK FLANGE WIDTH SHALL EQUAL 2". CONTACT STRUCTURAL ENGINEER FOR 4. DESIGN BASED ON: REVISED DETAILS IF LENGTH EXCEEDS 10'-01 REVISED DETAILS IF LENGTH EXCEEDS 10'-0" 4,a, FY = 33 KSI FOR 3-5/8" DEEP $ 6" DEEP STUDS LESS THAN 16 GAUGE. / /' 4.b. FY = 50 KSI FOR 3-5/8" DEEP, 16 GAUGE. / 5. BASE TRACKS SHALL BE SET ON SMOOTH AND LEVEL CONCRETE OR NON-SHRINK GROUT SUCH AS / 7�" 6", 20 GA HORIZONTAL "MASTERFLOW 713" BY MASTER BUILDERS. / #10 SCREWS @ 16" O.G., 6" 20 GA MTL41111111L‘4 BRACING STUD (SEE A/51) 6", 20 GA MTL INTO BUILT-UP BEAMS, / 6 FASTENING OF COMPONENTS SHALL BE WITH SELF-DRILLING CADMIUM PLATED OR ZINC COATED �� I % STUDS @ Is" O.C. STUDS @ 1b O.C. / \ V TYP. / #I0 SCREWS @ l6" O.C. PRINT DATE SCREWS (UNLESS NOTED). SCREWS SHALL BE OF SUFFICIENT SIZE TO ENSURE THE STRENGTH OF r INTO BUILT-UP BEAMS, THE CONNECTION. ` i i #10 SCREWS TYP. CONT 6" DP, I . i i • • TYP. 7. SPLICES IN FRAMING COMPONENTS OTHER THAN BOTTOM WALL TRACK ARE NOT PERMITTED, CONT 6" DP, \`� �`� \� 20 GA MIL TRACK �` _ 2019 - 06 — g EXCEPT AS SPECIFICALLY DETAILED IN STRUCTURAL DRAWINGS. 20 GA MTL TRACK \ • .,\ i . •i `, / e i . i \`\ • 1 . .1 1 . 8. STUDS SHALL BE INSTALLED 50 THE ENDS ARE POSITIONED AGAINST THE INSIDE OF THE RUNNER Tot' s' 'T ' I' 1 TRACK WEB PRIOR TO FASTENING AND SHALL BE ATTACHED TO BOTH FLANGES OF THE UPPER CONT 3-5/8", 20 GA I a `J +� #10 SCREWS, TYP. AND LOWER RUNNER TRACKS, WITH (I)-#8 SCREW IN EACH FLANGE OF EACH STUD, UNLESS DEEP-LEG" TRACK 0 O W/(2)-#10 SCREWS `` 2 NOTED. CONT 3-5/8", 20 GA @ le O.C. INTO C. SPECIAL INSPECTIONS "DEEP-LEG" TRACK 0 ~— 3 5/8", 20 GA MTL BUILT-UP BEAM - =__ f ~— BRACE3-5/8"S 20 @ .48"�DIAG DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: .0., W!(2)-#10 SCREWS ,, I • STUDS @ 16" O.G., ' TIP. (ALIGN W DU E @ 16" 0.0. INTO TYP UNLESS NOTED " DIALS ABOVE) I.a. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT BUILT-UP BEAM 4 \ O 3 5/8", 20 GA MTL CONFORMS TO THE APPROVED CONSTRUCTION DOCUMENTS. STUDS @ 16 0.C., I.b. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING e '�\ I 3-5/6', 20 GA DIAD BRACE TIP UNLESS NOTED �■� • OFFICIAL, AND TO THE REGISTERED DESIGN PROFESSIONAL IN CHARGE. r� Ai I i . i 1 . . @ 48" O.0., TYP. (ALIGN W/ 1i\ r •1 • •i1 • •1 I.c. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE �' DIALS ABOVE) (TRIM FLANGES _, ,_ h =�i • i .1 , ' - CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE NOT CORRECTED, THEAS REQUIRED FOR CONNECTION) TT DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND CONT 3 5/8", 20 GA MTL CONT 3 5/8", TO THE REGISTERED DESIGN PROFESSIONAL IN CHARGE PRIOR TO THE COMPLETION OF TRACK, TYPICAL - 3-5/e, 16 GA MTL 20 GA MTL TRACK, 1 CONNECTION BY THAT PHASE OF THE WORK STUDS @ 16' O.C., TYPICAL I STOREFRONT I.d. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF I 1 j I MANUFACTURER, TIP. ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED TO THE • BUILDING OFFICIAL AND ARCHITECT OF RECORD PRIOR TO THE ISSUANCE OF A I 11 I CERTIFICATE OF OCCUPANCY. ' `� 2. SPECIAL INSPECTION SHALL BE COORDINATED BY THE CONTRACTOR AND PAID FOR BY THE 1 / OWNER. SPECIAL INSPECTION SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF 1 THE CONTROLLING BUILDING CODE FOR THE FOLLOWING ITEMS LISTED HERE IN. \ 1 3. EXPANSION, EPDXY ADHESIVE, AND SCREW ANCHORS: 1 3.a, RECORD PRODUCT DESCRIPTION INCLUDING THE ADHESIVE PRODUCT NAME AND 1 1-155 COLUMEXPIRATION DATE, ADHESIVE MIXING PROCEDURE AND USE OF PROPER NOZZLES FOR BY OERSN N ' ALL CARTRIDGES. (PERIODIC) 1 3.b. VERIFY ANCHOR OR REINFORCEMENT BAR MATERIAL, GRADE, DIAMETER, LENGTH, AND I 1 / CLEANLINESS. (PERIODIC) 1 I 201q-06-28 ALDO, LANDLORD 4 SAJO COMMENTS 3.c. VERIFY DRILL BIT DIAMETER, INCLUDING VERIFICATION OF DIAMOND-CORE AND I 1 CARBIDE-TIPPED DRILL BIT COMPLIANCE WITH ANSI 5212.15. (PERIODIC) I 11 '' NO. DATE REVISION 3.d. VERIFY DEPTH AND CLEANLINESS OF HOLES. (PERIODIC) 3.e. VERIFY CONCRETE COMPRESSIVE STRENGTH BY ASTM C42 METHODS. (PERIODIC) I THISDRAWING HAS BEENPREPARED FOR THE EXCLUSIVE LOF +, THE ALDO GROUP AND ITTS ASSOCIATED COMPANIES TO EXPLAIN THE 3.f. VERIFY PHYSICAL PROPERTIES OF THE CONCRETE MASONRY WALL CONSTRUCTION { 1/ LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR COMPONENTS. (PERIODIC) I1 TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. 3.g. VERIFY SUBSTRATE TEMPERATURE AT TIME OF ANCHOR INSTALLATION. (PERIODIC) 1 ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND 3.h. VERIFY ACTUAL GEL TIME WHEN INSTALLED ANCHORS ARE NOT DISTURBED. (PERIODIC) 1 PROCEEDING WITH THE WORK.DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE � 3.i. VERIFY THAT THE ANCHOR INSTALLATION AND LOCATION, INCLUDING SPACING AND ' EDGE DISTANCE, ARE IN COMPLIANCE WITH THE MANUFACTURER'S SPECIFICATIONS. NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. / DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION (PERIODIC) I I ONLY A J 1\VV \ STRUCTURAL ENGINEER: (CSTQREFRONT SECTION (-8STOREFRONT SECTION PAUL J. FORD & COMPANY rji scale: i"=1'-0" K51_/ scale: 1"=1'-0" 250 E Broad St, Ste 400 Columbus. OH 43215 PJF Phone 614.221.66 'auljford.com A35019-0059 `S.c�t�E GINE FS`p, mac, �C� F,Q 'L 0626 BSP yr 8 B © DEP' SI D I © D 1 5, 1 C ` Y�1 f CODED COTES: Q-, / s2� 4+" 52 0 �,`�� ! 3. z°o�5 © Fi P 3P� O BUILT-UP BOX COLUMN: #8 SCREWS / / 0 e Q. \ \ JUN 2 6 2019 DBL 3-5/$" DP, 18 GA STUDS @ 12" O.C., I, / - --� / ~.._._ \ \ r �cPliiAr:ON DATE: 9JD� WITH 3-5/6", 16 GA TRACK, EA SIDE. TYPICAL - - - - - - ;I, r SEE A/52 FOR BEAM-TO-COLUMNrilz- 1 / \] I - - - - I r/ \ 1 I I I CONNECTION COLUMN-TO-BASE I j— 1 - I / \ ALDO CONNECTION. 1 �.I-I /I / \\\ I HS5 COLUMN i // \\ I ____ O2BUILT-UP BOX BEAM: BRACING STUD / \�_J BY OTHERS I // \\ DBL 10' DP 16 GA BEAM (SEE A/516" 20 GA HORZ I / \ Il I / \ WITH 3-5/8", 16 GA TRACK SCREWS [], '/ I \'I '/ I . 2300 EMILE-BELANGER, MONTREAL TOP 4BTM 1- QUEBEC, CANADA, H4R 3J4 -4-1"F TYPICAL 'r DZ TMP 0 I 52 TEL.: (514) 747-2536 O ADDITIONAL DIAGONAL BRACE: - J CONNECT TO BUILT-UP BEAM PER E •-_3 - E _ _ E = _ DETAIL 5/52; CONNECT TO EXISTING 0 O FAX: (514) 741-6504 STRUCTURE PER DETAIL C/52 PROJET/PROJECT: ® 1-1/2" x 1'-0" LG x Ibga STRAP W!(10)-#10 SCREWS, HALF OF I L L Az3O \ETON SOUAREI® SCREWS EVENLY SPACED, ALONG STRAP, INTO BUILT-UP l�AS BEAM AND HALF OF SCREWS EVENLY SPACED, ALONG STRAP, (A \ STOREFRONT FRAMING PLAN INTO EACH VERTICAL STUD. SI PORTLAND OR X1223 /scale: 1/2'=1'-0" TITRE/TITLE: STRUCTURAL NOTES & STOREFRONT FRAMING PLAN & SECTIONS PROJET NO./PROJECT NO. DESSINE/DRAWN: 2581 DGK ECHELLE/SCALE: VERIFIE/CHECKED: --- SAB CONCEPT, ANNEEE/YEAR: PAGE: G:\Retail\350—Shrenyshock\35019—no\A35019-0059 Washington Square — Aldo — Portland. OR\Drawings\Current\A35019-0059-51.dwg AAI& S1 ALDO DATE EMIS/ISSUED 2019-06-01 ISWED FOR ALDO/LANDLORD/SAJO REVIEW 2019-06-28 ISSUED FOR BID S PERMIT 2"x2"x0'-6" LG, 12 GA FRAMING CLIP W/(3)-#12 SCREWS INTO (2)-i/4" DIA CONC ANCHORS (HUS-EZ EXIST CONC DIAG BRACE AND (3)-0.157" DIA EXIST GONG BY HILT]) WITH 13/4" EMBED FLOOR SLAB POWDER ACTUATED FASTENERS FLOOR SLAB (1-IILTI/ X-U OR EQUIVALENT) I INTO STEEL BEAM. 1,, t I" TYP. , D . 4 2 4,.EQ EQ��. a4 T-1— ee a ' 4 4tl < 4 d . . < e 4 1" MAX t + + . A- // /r d f / NOTE 11 3"x3"x1'-6" LG ±, 12 DIAG BRACE I GA FRAMING CLIP + SEE STOREFRONT FRAMING PLAN i____ / PERPENDICULAR + ' _ FOR LOCATIONS WHERE BEAM IS (3)-#12 SCREWS TO ROOF BEAMS. + / SCREW OR CONTINUOUS ACROSS TOP OF COLUMN P.A.F. SEE VIEW A-A DIAG BRACE �, EXIST DETAILS. i 5TL HM EXISTING STRUCTURE c_ METAL OR LIGHT GAGE/ SCREW BUILT-UP FRAMING @} DIAPERPENDICULAR TO DECK FLUTES �i /, , FRAMING CLIP, SEE _ G DETAILS FOR SIZE (2)-1/4" DIA CONC ANCHORS DIAGONAL BRACE (HUS-EZ BY HILTI) WITH 13/4" EMBED — — PRINT DATE EXIST CONC 4 FLOOR SLAB DIAG BRACE PARALLELTYPICAL FRAMING 4 (3)-#12 SCREWS TO ROOF BEAMS. -� CLIP CONNECTION f2019 — Q6 - 28 . a e - a 1 • . 4. c •- e 4 4i e . .-/ a CiDIAG BRACE TO STEEL BEAM DIAG BRACE _ SEE PLAN 4 SECTIONS lr-- ---------- A - 2"x2"x0'-b" LG, 12 GA --i-- FOR BUILT-UP BOX BEAM i, ,�" VIEW B-B NOTE: SPECIAL INSPECTIONS ARE REQUIRED — —�- FRAMING CLIP ,--N (CENTER CLIP IN "UP" FOR POST-INSTALLED ANCHORS, UNLESS 4 4 FLUTE OF DECK). WAIVED BY THE BUILDING OFFICIAL. co 16 GA. PLATE EACH SIDE 18 GA TOP TRACK (TRACK DEPTH CDIAG PARALLEL TO DECK FLUTES W/(12}-#8 PAN HEAD SHALL MATCH STUD DEPTH). C SCREWS, AS SHOWN 4 -4 STOP FULL LENGTH TRACKS OF BUILT-UP COLUMN SHORT 1-C DIAGONAL BRACE CONNECTIONS TO EXISTING OF TOP TRACK 52 scale: 1-1/2" = I'-0" 3-5/8" OR 6" DEEP TRACK AS REQUIRED BY OTHER SECTIONS AND DETAILS. 3-5/8" OR 6" DEEP STUDS, 4_ AS REQUIRED BY OTHER © BUILT-UP © BUILT-UP CONNECT TO SECTIONS AND DETAILS /, BEAM BEAM STRUCTURE ABOVE PER DETAIL C/S2 I 2019-06-28 ALDO, LANDLORD 4 SAJO COMMENTS _�,�_ : ' NO. DATE REVISION 1 2x2x 16ga x 0'-6" LG I I THIS DRAWING HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF P -I- / \ r+ -I- FRAMING CLIP l r / �i THE ALDO GROUP AND ITS ASSOCIATED COMPANIES TO EXPLAIN THE //� -� �\ W/(3)-#8 SCREWS L._ -� j ` LAYOUT AND SERVICES REQUIREMENTS FOR THE TRADE FIXTURES OR / / \ \ EACH LEG / �, _ LIGHTGAGE BOX BEAM TO TO EXPLAIN COMPANY CONSTRUCTION STANDARDS. / / \ \ / 1-I/2x1-1/2 x I6ga x 0-6" LG COLUMN CONNECTION ALL DIMENSIONS SHALL BE VERIFIED ON SITE. ALL ERRORS AND / \\ ., � / ,' FRAMING CLIP TYP, UNLESS NOTED DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE / W/(3)-#8 SCREWS EACH LEG 0 PROCEEDING WITH THE WORK. \ ' b 6-4, NO DIMENSIONS SHOULD BE MEASURED ON THE DRAWING. b" DEEP, 20 GA DIMENSIONS AND AREAS ON THIS DRAWING ARE FOR INFORMATION HORZ, BRACE STUD. CONNECT TO VIEW A-A ONLY 6" DEEP, 20 GA „ ,��� NEB FACING DOWN STRUCTURE ABOVE 6 DEEP, 20 GA PER DETAIL C/S2 HORZ. BRACE STUD. HSKEWED DIAGONAL ORZ. BRACE STUD. STRUCTURAL ENGINEER: NEB FACING DOWN NEB FACING UP BRACE (SEE PLAN �� ��AT DBL DIAGONAL FOR LOCATIONS). PJF PAUL J. FORD _,1-1/2" = 1'-0- @AT DIAGONAL & PERPENDICULAR BRACE STOP FULL LENGTH TRACKS & C O M PA N Y 2" OF BUILT-UP COLUMN 250 E Broad St, Ste 600 •Columbus, OH 43215 SHORT OF BOTTOM TRACK Phone 614.221,6 v p. ;, •• •auljford.c9m A35019 0059 tis? tG11V�cfi�s"i, rD �ORZ. BRACE CONNECTIONS TO BUILT-UP BEAM�j2 scale: l-1/211 = I'-0 O- Q 82689PE , r2 #8 PAN WEAR \\trii-1•• 18 GA BASE TRACK SCREWS, EACH SIDE (TRACK DEPTH SHALL 4"x 4"x 12 GA x 0'-6" LONG © MATCH STUD DEPTH) �lieEGOi 23 2c �5 (BENT) FRAMING CLIP Lam - ' on R 3r1/4C LIEN 2 6 2419 w/(4)-#12 SCREWS EACH LEG (4)-3/16"0 CONCRETE SCREWS I p I NOTE ;EXPIRATION DATE: SEE SHEET 51 FOR CODED NOTES. LIGHTGAGE BOX COLUMN BASE CONNECTION ALDO EBDIAGONAL BRACE CONNECTION DETAIL (TYP, UNLESS NOTED) 52 scale; = 11-0" A TYPICAL BEAM-TO-COLUMN CONNECTIONS 2300 EMILE-BELANGER, MONTREAL 52 scaie: NTS QUEBEC, CANADA, IHR 3J4 TEL.: (514) 747-2536 FAX: (514) 747-6504 PROJET/PROJECT: ALDO AASHINTON SOJARE PORTLAND, OR 07225 TITRE/TITLE: STOREFRONT FRAMING DETAILS PROJET NO./PROJECT NO. DESSINE/DRAWN: STRUCTURAL NOTES 2587 DGK SEE SHEET Si FOR STRUCTURAL NOTES & ECHELLE/SCALE: VERIFIE/CHECKED: SPECIAL INSPECTION REQUIREMENTS -- SAB CONCEPT, ANNEE/YEAR:pPAGE: G:\Retan\350—Shrern hock\35019—no\A35019-0059 Washington Square — Aldo — Portland, 0R\Drawn gs\X Trent\A35019-0M 059_.52.dwg I6 S2