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Plans (14) BU P2017 - 002 19 PROJECT INFORMATION :;.; a` =' -7• �� w.,. ,`y i INDEX OF DRAWINGS te - OCCUPIED SQUARE FOOTAGE: 3,480 SF a:�c.„"* ` ` RECEIVED. nair . ,K ,„ . ,,,„„: „aim OCCUPANCY GROUP: M- MERCANTILE OCCUPANCY TESLA _ WASH I NGT0N SQUAREARCHITECTURAL '„,,,:.:„„,:„...,:,,,:,..,. ,� A0.00 COVER SHEET AUG d�7 %.. ' CONSTRUCTION TYPE: II B A0.01 EXITING REQUIREMENTS & PATH OF TRAVEL >: � A1.01 DEMOLITION FLOOR PLAN CITY OFTIGARD -fi , �,. OCCUPANCY LOAD: 95 It • - A1.02 DEMOLITION ELEVATIONS AND BARRICADE ELEVATION AND SE �;'' SPRINKLERED: YES 9321 SW WASHINGTON SQUARE RD. , SPACE T05, TIGARD, OR 97223 A2.01 CONSTRUCTION PLAN DING DTVI pi , A2.02 FLOOR FINISH PLAN FIRE ALARM: YES A2.03 FURNITURE FIXTURES & EQUIPMENT PLAN AND LEGENDS \z,;,'.,41,:!,',.!,..i.ititlf.l.i.t.!:.t'..le.,:t7.1trti‘l A3.01 REFLECTED CEILING PLAN A4.01 ENLARGED TOILET ROOM PLAN AND ELEVATIONS .6 wholailawmo-t:sAeNa,ft, A4.02a INTERIOR STOREFRONT ELEVATION, ENLARGED PLAN AND RCP1•01.****;:::::14 iliarkg.4 A4.02b STOREFRONT ELEVATION, ENLARGED PLAN AND RCPmpzia4SAM.,,,._ lot.„„,,, ,N-‘, s\'',N A4.03a INTERIOR STOREFRONT SECTION AND DETAILS A4.03b EXTERIOR STOREFRONT SECTION AND DETAILS �.`:.A A4.04 STOREFRONT DETAILS- SWINGING ENTRY A5.01 INTERIOR ELEVATIONS - SHOWROOM A5.02 INTERIOR ELEVATIONS - OWNER'S LOUNGE A5.03 INTERIOR ELEVATIONS - IT/ELECTRICAL AND OFFICE A7.03 CHARGING WALL ELEVATION A7.04 DESIGN STUDIO ELEVATION A7.05 SOLAR WALL DETAILS A7.06 POWER WALL DETAILS A8.01a FIXTURE WALL SECTIONS-SHOWROOM A8.01b WALL SECTIONS- ILLUMINATED GRAPHIC , A8.02 FIXTURE SECTIONS A8.03 CEILING DETAILS-OPEN CEILING IN SHOWROOM A8.04 DOOR JAMB DETAILS A8.05 FLOOR TRANSITION DETAILS A8.06 PARTITION DETAILS - - A9.01 FINISH SCHEDULE AND RESPONSIBILITY MATRIX' . - - • 960 Atlantic Ave. A9.02 DOOR SCHEDULE 1 DETAILS/ NOTES CITY OF TIGARD Alameda, CA 94501 A10.01 ARCHITECTURAL SPECIFICATIONS . - 510 865 8663 A10.02 ARCHITECTURAL SPECIFICATIONS FOR CODE COMPLIANCE mbharch.com A10.03 ARCHITECTURAL SPECIFICATIONS Appre�eds Y OTC: -_ Y•1 - STRUCTURAL Permit Ili . 2'' Z ,`. SHOP DRAWING MATRIX �- S0.01 GENERAL NOTES f S0.02 SPECIAL INSPECTIONS Such • �� 8('''''"'-'"°'"L-r) PROVIDE SHOP DRAWINGS FOR CUSTOM FABRICATED ITEMS AND AS REQUIRED BY VARIOUS S2.01 ROOF PLAN y_ B1t 'f �` _-1 Date: SPECIFICATION SECTIONS: 57.01 SECTIONS AND DETAILS r k 1 ikA • FIRE SPRINKLER MECHANICAL - � , .S. �� • HVAC• FIRE ALARM M100 MECHANICAL GENERAL NOTES, SYMBOLS AND LEGEND OFFICE COPY DENNIS HEATH M101 MECHANICAL NOTES AND SCHEDULES • ELECTRICAL M200 MECHANICAL FLOOR PLAN I • 1-B• STEEL (IF APPLICABLE) �' M300 MECHANICAL SPECIFICATIONS • ALAMEDA, CA a • PAINT BRUSHOUTS M400 COMCHECK COMPLIANCE FORMS-ENVELOPE M401 COMCHECK COMPLIANCE FORMS-MECHANICAL q,2X (/�3t i -. • PLUMBING M402 COMCHECK COMPLIANCE FORMS-MECHANICA ►OFO� S • DOORS I HARDWARE M500 MECHANICAL DETAILS • TOILET ACCESSORIES M501 MECHANICAL DETAILS • MILLWORK • STOREFRONT METAL PANELS AND GLASS ELECTRICAL • ADT SECURITY E100 ELECTRICAL GENERAL INFORMATION WASHINGTON E200 ELECTRICAL CODE INFORMATION E300 ELECTRICAL PIOWER PLAN PLANGHTING SQUARE MALL E400 ELECTRICAL ONE-LINE AND PANEL SCHEDULES E500 ELECTRICAL LGAL HTI NG FIXTURE SCHEDULE AND COMPLIANCE FORMS 9321 SW WASHINGTON , E501 ELECTRICAL LIGHTING COMPL BUILDING CODE OREGAN STRUCTURAL SPECIALTY CODE 2014 E600 ELECTRICALSPECIFICATIONS IANCE FORMS SQUARE ROAD ORS 455 AMENDMENTS E601 ELECTRICAL SPECIFICATIONS SPACE #T05 ELECTRICAL CODE OREGAN ELECTRICAL SPECIALTY CODE 2014 PLUMBING TIGARD, OR 97223 PLUMBING CODE OREGAN PLUMBING SPECIALTY CODE 2014 P100 PLUMBING FIXTURE SCHEDULES AND CALCULATIONS ORS 447 AMENDMENTS P200 PLUMBING PLANS AND ISOMETRIC DIAGRAMS P300 PLUMBING DETAILS MECHANICAL CODE OREGAN MECHANICAL SPECIALTY CODE 2014 P400 PLUMBING SPECIFICATIONS CITY OF TIGARD ISSUE 1 REVISION FIRE PROTECTION FIRE CODE OREGAN FIRE CODE 2014 ORS 479 AMENDMENTS Approved by Planning a�.19.17 FP100 FIRE PROTECTION GUIDANCE PLAN SD ISSUE ACCESSIBILITY CODE ICC A117.1 2009 Date: 1 1�1 06.23.17 75% CD ISSUE ENERGY CODE OREGAN ENERGY EFFICIENCY 2014 Initials: 07.31.17 PERMIT ISSUE SPECIALTY CODE PROJECT DIRECTORY PROJECT SCOPE VICINITY MAP REFERENCE SYMBOLS .. . ._ - OWNER ARCHITECT OF RECORD REMODEL OF EXISTING RETAIL SPACE FOR NEW ELECTRIC CAR SALES #O KEYNOTE ID X'-X"A.F.F. CEILING TYPE AND HEIGHT TESLA MOTORS MBH ARCHITECTS SHOWROOM. CARS ARE NOT GAS POWERED. WORK INCLUDES: AREA OF WORK 45500 FBLVD. 960 ATLANTIC AVE • PARTITIONS ' ry - 45500 FREMONT T, CA 94538 ALAMEDA, CA 94501 • MILLWORK ;moi 1':NII P,: 0 COLUMN BUBBLE AND GRID © WALL TYPE FREMT: 510.865.8663 • CEILINGS r E: suhitaS@mbharch.com • FINISHES � r} ���z; 4' - AUDREY WALTHERT T `• CONTACT: SUHITA SAHA • ELECTRICAL AND LIGHTING x . 41:0DATUM POINT DOOR NUMBER DESIGN MANAGER I ,,,I, , -' _.... ,.. ._..� ..�-............. RETAIL DEVELOPMENT • PLUMBING AND HVAC T: 510.513.3931 STRUCTURAL ENGINEER • RESTROOMS "° 1 _\\__- CUT LINE (A) FIXTURE 1 EQUIPMENT TYPE F: 650.681.5200 E: awalthert@tesla.com RLG CONSULTING ENGINEERS s Aloha 1 • 5445 LA SIERA, SUITE 300 SEPARATE PERMITS �- DRAWING TITLE MEGAN RYAN DALLAS, TX 76112 :il �.> CENTER LINE SYMBOL FINID FINISH TAG tt SENIOR PROJECT MANAGER T: 214.739.8100 STORE DEVELOPMENT " ° `` C: 916.267.7702 5601 BRIDGE STREET, SUITE 420 e T: me an tesla.com FORTWORTH, TEXAS 76112 �° ` "' i - ELEVATIONS a PLAN DETAIL rY @ PERMITS: rr.,. 1, W T: 817.687.0080 • SPRINKLERS • SIGNAGE CONTACT: DAVID BARRETT • PARKING • 1COVER SHEET I LANDLORD MEP ENGINEER _ t�'ashIn tan U re MACERICH ACIES ENGINEERING ELEVATION ROOM ROOM NAME 1275 BROADWAY PLAZA 3371 OLCOTT STREET : WALNUT CREEK, CA 94596 SANTA CLARA, CA 95054 T: 925.939.7601 T: 408.522.5255 BUSINESS �-+ r Irl a:rS �;,1 E: erin.byrne@macerich.com F: 408.522.5260 BUSINESS DESCRIPTION l c> { a CONTACT: ERIN BYRNE CONTACT: KENNY MARINA (-1> SCALE: AS NOTED TENANT COORDINATOR: • ELECTRIC CAR SALES. SECTION NIF SECTION DETAIL PROJECT NUMBER: 51909 • HOUR OF OPERATION: RETAIL MALL HOURS (10 AM TO 9 PM) " T: 602.953.6776 a., E:justinlund@macerich.com • NO REPAIRS WILL BE PERFORMED ON SITE. ,.: '' I SHEET NUMBER TE.1, 1•-.0,16 f6,-,,,,,,E,. .- ;'nom L 0 •:1• r.,.. I ALIGN : ALIGN " ' `" — Y\.'t;:{4{::;::1�)ri),X,r�\:,::::•::ti;:::j:i:C.::::v;.;}i 44;. vyi:}}Y:i5:"r,:y};:x:;;}:..v.,_4};.x;.;\_.yi :„.„,:,„.,,::.,„,,,,,,,,:,,„„,„.„,,;,„,:,,,,„„„:„:„„„„,,„,.:,:„.,.,„„„,„,„:„.,,„,„;,;„,..,;::.:::;,...„;.,,,,,,,:,..„,:;:;,;: GENERAL NOTES Li J L ,„„,,„„,„„.„,.„,„.„,,.:„,::,.,,,,„„„„„„„.:,„„.,,,,,,,,:,:,:,:,:„,,,:,:,:,:::,:,:,,,_,:,:,:,,,,,:,,,,::,:,,:,,:,:,....„...,. • • , . . . . _: ..............................................,.....„....„.„.„.,.....,...............„..,..........„......................., 1. ALL WORK O NTH! PROJECT 0 S SHALL COMPLY WITH ALL CODtwr/ .......................,...,...,..........,...,.................................................w......„.,......,....._........„.............., ..„:„...%.....,.................................„..............„.............................,.............„ ................,...„,.....”....„.,...,.....,..,.„....................................................... ES,S ORDINANCES, ANDr.:::, ...................„.....„.......................................„ _>:::<:::.. REQUIREMENTS F TH O E STATE AND LOCALAGENCIES CHAVING GJURISDICTION. '`�"�` T 2. THECONTRACTOR HA SHALL BE RESPONSIBLE F FOR I O TIN THE VISITING SITE PRIOR P O TO BIDDING AN VERIFYING =>> € :. D YING EXISTI NG CONDITIONS GO O A REFLECTED S S CTED IN THESE ,..:..::: S � CONTRACT �- DOCUMENTS. ANY EXTRA WORK REQUIRED BUT NOT INCLUDED IN THE DOCUMENTS e >:>::>::>::»::»<:>:<:as :»»:<:;: ......v3:•:i:•:6;::.;.v:ti';,:•;x:i:::•.:::.�. t•:::i.::.v.v vnv'iv.�:.::.�`.:.�.:: SHALL BE REPORTED TO THE OWNER AND OWNER'S ARCHITECT IMMEDIATELY. ' a � L. a-- a -- ,r 11 . .'ate /!// --_ -— ` I .� 3. PRIOR TO L � O COMMENCEMENT CO C ENT OF ANY WORK, THE GENERAL A E ER L HAL CONTRACTORSHALL CONTACTAND MEET WIT - I -H LANDLORD'S OWNER COORDINATOR ORDIN TOR AND OWNER'S 3 PROJECT MANAGEMENT REPRESENTATIVE FOR - O RECONSTRUCTION MEETING,AT - I HTI - WH C ME THEYWILL PRESENT - L TO ALL PARTIES A LIST OF NAMES, ADDRESSES,SES BUSINESS _ US SS PH NE FAX AND N D EMER EN - G EMERGENCY TELEPHONE NUMBERS E U S F THE O - SUBCONTRACTORS � ... FOR � < `» >"' _ >><'<_. THIS PROJECT. THE GENERAL CONTRACTOR WILL COMPLETE rte- °r "�� � � �--- .,...,, ,.:....::. THE CHECKLIST FORM (CONTRACTOR INFORMATION FORM) REQUIRED FOR EACH SERVICE CORRIDOR —� SERVICE CORRIDOR ----------�- --- -- —-".._..__..... � �.:i;`•.;:`::•�::.;:.>:':;:,<R::is,;>;x::.;:i:ii";:,`::,•.:;:i:;>o-t.;;.;g;;:>i:<s:;g?.: y;;:. OWNER'S SPACE THAT CONTRACTOR WILL BE WORKING ON AS REQUIRED. a - _- -- � � a r , n - : :•>>; • 4. THE PROPER RECEIPT OF ALL NEW MATERIALS AND EQUIPMENT U AT THE BSI I Q JO SITE S THE RESPONSIBILITY OF THE GENERAL CONTRACTOR,AND/OR ITS SUBCONTRACTORS 1 , <:,. ,,..:::-;Y<: <s::> <_<.<: .::<,<>:«<«.<.: :;:;<.<: :<;;::;,;<. (IF ANY). SECURE AND SAFE STORAGE OF ALL NEW AND EXISTING MATERIALS AND EQUIPMENT TO REMAIN (IF ANY)WILL BE PROVIDED BY THE GENERAL CONTRACTOR. GENERAL CONTRACTOR TO IMMEDIATELY ADVISE OWNER OR OWNER'S . a I a a a a I r I r r r I REPRESENTATIVE OF ALL DAMAGED OR DEFICIENT SHIPMENTS OF MATERIALS AND ' EQUIPMENT, WHETHER SUPPLIED BY OWNER OR DIRECTLY BY CONTRACTOR OR IT'S SUPPLIERS. I� '�, a I a PATH OF TRAVEL TO ACCESSIBLE 5. EACH CONTRACTOR AND SUBCONTRACTOR PARTICIPATING IN THE PERFORMANCE OF a a RESTROOMS - - OWNER'S WORK SHALL (A) MAKE APPROPRIATE ARRANGEMENTS WITH LANDLORD FOR r r r ,, r r r r I r r AND DRINKING TEMPORARY UTILITY CONNECTIONS INCLUDING WATER AND ELECTRICITY,AS FOUNTAINS AVAILABLE WITHIN THE BUILDING. CONNECTIONS SHALL BE AT SUCH LOCATIONS AS a ' ACCESSIBLE SHALL BE DETERMINED BY LANDLORD, (B) PAY THE COST OF THE CONNECTIONS AND /� OF PROPER MAINTENANCE AND REMOVAL OF SAME,AND(C) PAY ALL UTILITY CHARGES / PATH OF INCURRED AT THE PREVAILING RATES OF THE UTILITY COMPANY PROVIDING SUCH oO - • TRAVEL TO o ACCESSIBLE 960 Atlantic Ave. SERVICE TO THE BUILDING, DURING THE COURSE OF CONSTRUCTION UP TO AND MI NM Ir MN ME MI ■� PARKING Alameda, CA 94501 INCLUDING THE DATE OF"TURN OVER"TO THE OWNER, r �� r ra r r ® r 510 865 8663 r 6. THE GENERAL CONTRACTOR AL j A COR SH L BE RESPONSIBLEAI Y FOR DAILY REMOVAL, OR TESLA RE 0 AS S mbhar h m REQUIRED LANDLORD, T 0 c .ca U BY LA DLO DOF TRASH,Q T S RUBBISH ANDSURPLUS MATERIALS RESULTINGSPACE#T05 ER ALS � ® G T 0 II r T FROM CONSTRUCTION. T �nT HE CONTRACTORS GT R ANDSUBCONTRACTORS O S PARTICIPATING IN T �. . T THE PERFORMANCE OF , \ O OWNER'S WORK HALL RE I S REMOVE AND D OF, T 0 DISPOSE O LEAST / .......................................-......................,...........„ '��\ ACCESSIBLE �. T ONCE A WEEK AND MORE O E FRE ENT L FREQUENTLY A LANDLORD MAY DIRECT, DEBRIS T �>. ' >>' «»�> » ':�>�>>' Q S C , ALL DEB SAND ..._z ..............................:>... PATH OF RUBBISH CAUSED BY OR RESULTING FROM THE PERFORMANCE S OOF OWNER'S WORK TRAY T \ EL O AND UPON COMPLETION THEREOF, �:� r >' O REMOVE ALL TEMPORARY RARY a r O E O STRUCTURES,RES SURPLUS a as a UC U U US � ��T� \ . . a I a a a a ACCESSIBLE T a a T MATERIALS, T \ DEBRIS AND D RUBBISH OF WHATEVER KIND REMAINING I T N IN THE BUILDING G G T PARKIN G T .T\ WHICHD BEEN BROUGHT IN OR CREATED BY THE CONTRACTOR AND �. . SUBCONTRACTORSIN THE PERFORMANCEOF OWNER WORK.C S O THISCONTRACTOR CO O r MUST MAINTAIN A CLEAR PATH OF EGRESS FROM THE PREMISES FREE FROM TRASH :>>'> ," �� AND RUBBISH AT ALL TIMES. f. >: . .>~ a I4 a r as I ih a a a a 4?. .,,,_.., 'Ev 7, THE EN GENERAL CONTRACTOR CO COR WILL BE REQUIRED TOPROTECT ALLNEUTRAL PIERS,QN U E S DENNIS HEATH LANDLORD'SAND ADJACENT r W c'� J CENT WNER TI E 0 CONSTRUCTION IF ADJACENT NE RK ,,,,..‹ C 0 T TO OWNER'S S WO AND MAKE ANY AND ALL REQUIRED REPAIRS TO THE SATISFACTION OF THE LANDLORD � ...� :;_ a" .6).1 .11- y AND IOR THE <:>s <"'''' >_ > = o ALAMEDA, o ADJACENT TENANT IF THIS WORK IS DAMAGED. o 0 0 0CA v v v c � e X 3 c 8. ENE t THE GENERAL CONTRACTOR I TO ARRANGE WITH THELANDLORDBUILDING, S G F R THE O r r a a a NI r I II r WHERE BUILDING EQUIPMENT AND MATERIALS ARE TO BE LOCATED AND HOW TRUCK iI : :::<: :::: _ TRAFFIC IS TO BE ROUTED TO AND FROM THE BUILDING. ks. OF 00 ii. — ® — — — — — — — — ■I� — — — - 9. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES,AND PROCEDURES AND ANY AND ALL OSHA REQUIREMENATING ALL ONS NTSOF THE WORK UNDER THE CONTRACT, INCLUDING fail 1, ````- \ /I \\ prIpP" WASHINGTON �� 4 0 ��"� 4 fir►-_ 0 �T� Q O \\� 1, ,, T\ \ 4 \, SQUARE MALL - - 10. SPRINKLER SYSTEM DESIGN AND/OR LAYOUT MODIFICATION, (IF APPLICABLE)TO BE \ \ \ _ PROVIDED BY THE DESIGNATED SPRINKLER SUBCONTRACTOR AND ALL SUBMISSIONS ®, •vV`\� `� ' �T - TO THE FIRE MARSHAL AND BUILDING INSPECTOR FOR THE NECESSARY APPROVAL '.� ® T�� 932 S Y Y WASHINGTON ARE THE RESPONSIBILITY OF THE SPRINKLER SUBCONTRACTOR. GENERAL �� i SQUARE ROAD CONTRACTOR TO VERIFY WITH THE LANDLORD OR LANDLORD'S CRITERIA IF SPRINKLER CONTRACTOR IS TO BE LANDLORD'S APPROVED OR DESIGNATED ® ��v • ® SPACE #T05 CONTRACTOR. SPRINKLER HEAD SPACING TO CONFORM WITH THE LATEST N.F.P.A. L71- STANDARDS(PAMPHLET 13)AND ALL CODES HAVING JURISDICTION. SPRINKLER HEAD • T TIGARD OR 97223 BRANCH LINES, DROPS AND HEADS ARE THE RESPONSIBILITY OF THE SPRINKLER r SUBCONTRACTOR AND THE DESIGN MUST BE BASED ON FLOOR LAYOUT AND `,., REFLECTED CEILING PLANS. .--. '''' ''''<=.' ``\ 11. ALL CLEARANCES OF PIPES AND DUCT WORK INSTALLED BY THE GENERAL • ilk CONTRACTOR OR SUBCONTRACTORS MUST BE MAINTAINED FOR ADEQUATE HEIGHTS REQUIRED FOR CEILING SYSTEM AND LIGHT FIXTURES. CONTRACTOR MUST REVIEW RI ISSUE / REVISION ENTIRE SET OF CONTRACT DOCUMENTS FOR CEILING HEIGHTS. / 05.19.17 SD ISSUE 12. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ARCHITECT OF ANY 06.23.17 75% CD ISSUE DISCREPENCIES IN THE DRAW NGS BEFORE PROCEEDING WITH WORK. __ �___.___.._ SCALE: 07.31.17 PERMIT ISSUE PATH OF TRAVEL TO MALL ACCESSIBLE PARKING AND MALL PUBLIC RESTROOMS 1/32'-1 -p 2 EGRESS: f• „ , _._.____________r.___...._„_.______________.,,__.__._________,,,,,_„_....,.._�_ 0i - - - - - ACCESSIBLE PATH OF TRAVEL `` OCCUPANT LOAD: 2014 OREGON STRUCTURAL SPECIALTY CODE(TABLE 1004.1.1} ` '\'` Y' i OFFICE: 319 S.F.1100 S.F. PER OCC. =4 OCC. I�1 z SHOWROOM AND LOUNGE : 2,708 S.F./30 S.F. PER OCC. = 91 OCC. r 4-i FIRE EXTINGUISHER CABINET w =, z 103'-9 1/2" FTOILET, ELECTRICAL, UNUSED SPACE =453 S.F. LEASELINE TO LEASELINE KC EC - fu) TOTAL OCCUPANT LOAD= 95 PERSONS ADJACENT TENANT{N.I.C.) w ¢ , tt ., F LEASE LINE .'-a .> NUMBER OF EXITS REQUIRED: (2) -, : • : lWav�. �wavd.mo :a av ��,�sone- ,. tea_ „sem w � A,.y� - �:0�� �; � .w _, _- sa; `v--_: ' �••. .. '� - \,_�.• NUMBER OF EXITS PROVIDED: (2) ,.:••••.•.:,'• ' ' ' � � � f � 1 � � � �, , ��'� •WNERS LOUNGES •1. 1. .1. 1. 1. '1 • TOTAL EGRESS WIDTH REQUIRED: — �/ ii 194 SQ.FT, II • 0.2 PER PERSON x 95 PERSONS= 19 IN. I IT/ELECT8SQ.FT. l►- cfl 1 UNISEX 1 _ TOILET I 1'. PROVIDED=235.2 IN OFFICE -1 �� '� • r — ' ,. ... — _ _ 1 l PLUMBING CALCULATION: i ' ; ' N // 87 SQ.FT. �' 'i 235 SQ.FT. I I 1 ( /--\ �� L — k- �- — - J FEC . �/ I - / DRAWING TITLE TOTAL OCCUPANT LOAD: 95 PEOPLE p •IUTa .•T1. ) ; _ - N 7 III ; • , ___ 11 I !-- REQUIRED: PROVIDED: ii WATER CLOSET: 1 1 I X V! I ---- II z 0 LAVATORY: 1 1 I �"\ 37'-6" 91'-1"—4- J / I z 0 MALL ACCESSIBLE PUBLIC RESTROOMS>300 FEET FROM THE TENANT r / �� — 98'-11 1/2" DISTANCE BETWEEN EXITSEi a EXITING 8 LINEAR {`"'``'i O SPACE, AND MAXIM. EMPLOYEE IS 4 PEOPLE. SEE DET. 2 FOR PATH OF I ,' S iv El U TRAVEL TO MALL ACCESSIBLE PUBLIC RESTROOMS. FEET EXIT :: •�' SHOWROOM/SALES �' 11.6 LINEAR O z REQUIREMENTS AND 47 - - J j E \ / / \ I FEET EXIT -' p OCCUPANt VP. ©\S�ANC 2,534 SQ.FT. � ~ : __ , 'M\1A- V\RJ • `\ ~ ) I a PATH OF TRAVEL ■ CODE REQUIREMENTS: ,a OCCUPANTS w c.) I- ;g 112 1 E)C\"�S ,/ co MAXIMUM DEAD END CORRIDOR LENGTH 20 FT. I \ 1p .:as.-\j / f J Q MINIMUM CORRIDOR JAISLE WIDTH 44 IN. r---ol / I 1i MINIMUM CLEAR OPENING OF EXIT DOOR 32 IN. — — �� �s t I .. �; /� • •t;,,'• Rtieriki*s��oar'q"!••• �� ' ".. —.-.RIS\ A keitiw � tlzokgacea iaiWA� c.774 a -•-1 """ it i Y� MAXIMUM TRAVEL DISTANCE TO EXIT �"'•'''''* .�►wry►.���aAa��.i►�.c..,,...,,,,.___`��. � • �' .,� ""� �'• :•-� •-'} N SCALE: AS NOTED Alik - -WITHOUT SPRINKLER SYSTEM 200 FT. \ ADJACENT TENANT(N.I.C.) 0'1 �. .) / j' \" ` ,r PROJECT NUMBER: 51909 -WITH SPRINKLER SYSTEM 250 FT. ,, ,„ , 4II SHEET NUMBER VP MAX COMMON PATH OF TRAVEL: 75 LF(100LF IN STOCK). •. — LEASE LINE MAX TOTAL EXIT ACCESSTRAVEL DISTANCE: 250 LF. � -°:.--77,77-747-.7-173" � �� •"`"`"""77Z7'71''''''77-7177''' _ a >50 OCCUPANTS REQUIRE 2 EXITS. EXITING PLAN scsALE,p I ;1 i6\i�i?i:L: \;;:;;t:iik::'L;;: :;�:i {iiiii:y:i%i:ibii:ii•y.: 2;:n;v:::i:v. w.h'}}:vii ti: iar ..\•:4:tii2 `i ti` i:tt BuniNigilompg RR QQ PPM M 103'-9 1/2f V.I.F. J' 4:: LEASELINE TO LEASELINE ff 1%iii}':)'(:�i•i a' - a - 'ml z (E)3a' V.I.F. (E)35' 8"V. .F / / YY 1 vy, t# `: ?i ., a2Ji ; i: ?,} 'WP` ADJACENT TENANT N.I.C. vis ; ti: ia ! :i : iiiiaiim: } ia: "> :niEii EW+ ... :i%til' .. . `� � l a \� .,., . I . + `. a .. ...... .. .. \ a \ \ — •'kal v\ �� %\ R\,*ktt,-m. ••a„ � \ . ,. � \.� ����t�M� e� \� ^, .,. . ...�ot�z�,��� �. . . \ � � � , . ♦.\ .m�,�11ttitiit�tii��� � �: .� '.. ” ��t .�.�i�1i�� � I� , o � �, w� :. . : M • 38.7_ _ _ _ 1 � — __ILL if 11 \ II EI I � I I I I I I IIIIII : i- .r. - : F_ ,...::: III II , , , ' ' - � - � II II u1 1 II II I I .. _ 0 :,' - _ : — I 1t 'J , . . I 1 :, -- � 1 . . . . cam_-3 I r........• .--ri.. —...... .— ........— . . .. . —. —. — .j-- .4-- 0•: I - I 1 1 I 1 1 �. W I. I �. I'I I I I I1 L_ _J L_ _ ( �w Z • o /. . .I'. 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Cl------II I 0 I 11'11IA\� I /' ---1 • w N . fa i m CLR ( _ I I (u_ / ( I I L [.-.II' ' I I DENNIS HEATH _ I I I I� QM. 11 '--3 / I 1 Illy II _ � ' � I •/ I i (� N Ill I ( / I F-1� �I"�� I o ALAMEDA, CA o �. �• _ ■ I I _ I I I \\� _ _ �l j { I I I 11 J I [� I , X�� 1213tit .. \ �:. -: .....-..... 7 E OF O'O ' Oa Z I W I, co 5,-0" 9B I 10 o A102 L J CLR WASHINGTON b 1— ADJACENT TENANT(N.II.C.) s I - - z I- SQUARE MALL W — — �{ I I 9321 SW WASHINGTON (0 9321 r � L_JI —A- lL-1I_— -4 �` SQUARE ROAD I SPACE #T05 65'-103/4" 37'-11/4" 12' 3B TIGARD, OR 97223 / LEASELINE TO LEASELINE / LEASELINE TO LEASELINE LL TO LL A102 N II"1, ISSUE / REVISION 05.19.17 SD ISSUE 06.23.17 75% CD ISSUE 07.31.17 PERMIT ISSUE DEMOLITION PLAN IO" 2 DEMOLITION GENERAL NOTES DEMOLITION PLAN LEGEND AND KEY NOTES LEGEND: 1. ALL DEMOLITION WORK SHALL COMPLY WITH LOCAL CODES AND ORDINANCES. \ \\N,N EXISTING CONSTRUCTION TO REMAIN. CONTRACTOR SHALL COMPLY WITH LANDLORD'S TENANT CONSTRUCTION CRITERIA "WASTE MANAGEMENT PLAN" REQUIREMENTS FOR DISPOSAL AND RECYCLING OF WASTE C----0 EXISTING CONSTRUCTION TO BE REMOVED. MATERIALS. _ KEY NOTES: 2. CONTRACTOR SHALL MAINTAIN EXISTING UTILITIES IN SERVICE AND PROTECT THEM O G.C. TO PROVIDE DEMOLITION/CONSTRUCTION BARRICADE PER LANDLORD TENANT FROM DAMAGE DURING DEMOLITION. CRITERIA. GC TO COORDINATE BARRICADE INSTALLATION THROUGH MALL MANAGEMENT. 0�.J VINYL GRAPHIC PER LANDLORD'S REQUIREMENTS. GRAPHIC PROVIDED AND INSTALLED BY 3. CONTRACTOR SHALL REMOVE, REPLACE, PATCH AND REPAIR MATERIALS &SURFACES J TESLA. DRAWING TITLE TO REMAIN THAT ARE DAMAGED DURING DEMOLITION OPERATIONS. Q REMOVE(E) INTERIOR PARTITIONS, RAISED DISPLAY FLOOR, DOORS WITH FRAMES, AND ALL RELATED ITEMS SHOWN DASHED. (ALL PARTITIONS SHOWN SOLID TO 4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL INSPECTIONS AND APPROVALS REMAIN.) REQUIRED BY THE LOCAL JURISDICTION. O REMOVE(E) FLOOR FINISH TO FLOOR SLAB. BROOM CLEAN (E)CONCRETE FLOOR SLAB TO N) FINISH RING. 5. CONTRACTOR SHALL PROMPTLY DISPOSE OF ALL DEMOLISHED MATERIALS,AND SHALL FREE OF ANY DP PRESS ONS,ADHESIVES.ES.ONCRETE SHALL BE SMOOTH, LEVEL,AND DEMOLITION NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON SITE. CONTACT MALL O ALL EXISTNG FIXTURES/COUNTERS TO BE REMOVED AND ALL RELATED ITEMS. FLOOR PLAN MANAGEMENT REGARDING DUMPSTER LOCATION, 6. GENERAL CONTRACTOR TO CONFIRM LEASELINE DIMENSIONS AND EXISTING BASE 0REMOVE ALL EXIST. CEILINGS, INCLUDING SKYLIGHTS, SOFFITS,TRACKS, LIGHT BUILDING CONDITIONS AS REQUIRED FOR NEW SCOPE. GENERAL CONTRACTOR TO COVES, LIGHT FIXTURES, TRACK LIGHTS &ALL RELATED ITEMS THRU-OUT STORE NOTIFY ARCHITECT OF CONFLICTS WITH NEW SCOPE IMMEDIATELY AFTER DEMOLITION. 0 REMOVE(E)STOREFRONT. 8 REMOVE(E) FIXTURES, ACCESSORIES AND FINISHES. REMOVE PLUMBING AND PATCH SCALE: AS NOTED AND REPAIR CONCRETE. SEE MEP DRAWINGS. PROJECT NUMBER: 51909 g� REMOVE(E) MECHANICAL UNITS AND DUCTWORK. SEE MECHANICAL DRAWINGS. 0PARTIAL DEMO OF (E)WALL UP TO 12'-0"±. SEE EXTERIOR STOREFRONT SHEET NUMBER 10 SHEETS A4.02b AND 8b/A1.02. 11 REMOVE(E) ELECTRICAL PANELS. COORDINATE NEW LOCATION WITH ELECTRICAL DRAWINGS 12 REMOVE(E) FINISHES AS REQUIRED TO ACCOMODATE (N) FACADE FINISHES. SEE A4.02b. Al • 01 .IMMERMENT....,:... .MMENPMIt MEMMOMMEMMomwmmwmmom :7:71.77!77!7 _ 9C 0 37.7 0 4110 _____ ....... ..„..„,,,............,.„..... _ BO (E) DI B.O. (E) 4,.. STRUCTURE") STRUCTURE pamgmmwm• 7767,77 PT4 1 VINYL GRAPHIC PER LANDLORD'S REQUIREMENTS. GRAPHIC PROVIDED AND INSTALLED ON TOP, FRONT s- z W 4 BO. (E) ......._v _ Iv BULKH ' a VINYL GRAPHICS / // VINYL GRAPHICS /if OVER 5/8"GYP. BD. VINYL GRAPHIC PER LANDLORD'S REQUIREMENTS. GRAPHIC PROVIDED AND INSTALLED ON TOP, FRONT AND SIDES, BY OWNER. co I-- z W ce / 5 0 2s\N 61 BB.O. (E) ") ULKHEAD 5'-O" VINYL GRAPHICS VINYL GRAPHICS /,I/ OVER 5/8" GYP. BD. ....................... .........„.....—.•...—...., .....-:::::::::::----:::: ::::::::::::::::::::::,::::::::::•,••••• ,-;.,-.:•:.,-.;:•:_-..,.:,-....-.:......-.:..-,..'.,-:.-.:,::::::.•;;;::.:.z..::, :::,•:::::-.-,.-.••,.-•;.-...-.:.:.,-..-a=---••••-•- ,......................_..............._......................,.., k.........—......:- ....--,...----„ ,...--„,—.....----.....: .........................--....... . .. .--------- .---....- ---, .,,..........._.............. ....................-------......„.„, „,.....„-..—...,.....„,....,. ..„....,......„:„ -,..........„,,,. ... ------,-.,,,,,.,",".----"------- ,., ,::----"""v"—N-•••—•—•••••••••—••—•••-----N,""-Y-- AND SIDES, BY OWNER. x OVER 5/8"GYP, BD. // OVER 5/8" PLYWOOD W W OVER 5/8" GYP. BD. // OVER 5/8" PLYWOOD 5 OVER 3-5/8" METAL,/ OVER 3-5/8" METAL 0 FOR EXTERIOR 6'-0" 5!) ,/ FOR EXTERIOR f 61-0" i, W or STUDS // LOCATIONS. PAINT ,t .tc) cc STUDS // LOCATIONS. PAINT .,......„:„.:„........_,„...........,...„........,..,..,..,.....„.w.,„.........„.....,.....„....,.......„ :_____.-----------,-,.., ftmm,wwwwftLamuommmomaimm 0 // PRIMER TO RECEIVE \ : 0 _.i // PRIMER TO RECEIVE cr_onGRAPHICS. • 1,- 0 2 a 11 Lit a_ // //// GRAPHICS. BRACING AS REQUIRED • '? z ' < ..., fY W ft. // 7/ ' BRACING AS REQUIRED .. . .. ..... .. . . .. . .. ... . . .. .. ..... .. .. . .. . ...... , ............................................................................................ 11,11111,1,11,1121111,51 NO TRIM DOOR] ., DOOR(S) PER LANDLORD'S REQUIREMENTS, W/LOCKING HARDWARE-ALIGN VVITO / 5-0" / // ty-o" NO TRIM DOOR DOOR(S) PER LANDLORD'S REQUIREMENTS, W/LOCKING HARDWARE-ALIGN VVITH ' I / 5‘-0" 0( 0 CLR PROPOSED NEW DOOR LOCATION ' PROPOSED NEW DOOR LOCATION ; 0 FRONT ELEVATION 0 SIDE ELEVATION © SECTION 0 FRONT ELEVATION I ® SIDE ELEVATION © SECTION 1 GC TO COORDINATE GC TO COORDINATE 960 Atlantic Ave. BARRICADE INSTALLATION OMNI BARRICADE INSTALLATION THROUGH MALL MANAGEMENT THROUGH MALL MANAGEMENT Alameda, CA 94501 510 865 8663 mbharch.com EXTERIOR CONSTRUCTION BARRICADE ELEVATIONS AND SECTION (FOR REFERENCE ONLY) 3sici6A,,L_Ev:„0,, 9 INTERIOR CONSTRUCTION BARRICADE ELEVATIONS AND SECTION (FOR REFERENCE ONLY) 3sici6A„L.E.v:,..0„ 3 38.7 0 ii I I II II II 11 1 1 Eli __a_____ —-1 II 1 . , . -.4./ ' COORDINATE REMOVAL OF OAL . A (E)STOREFRONT FINISHES 1)4 V - 0 I I _ J" II I I - 7--- II I BE REMOVED ' WITH NEW CONSTRUCTION PER A4.3b . t....'N • ./A___e, rz.4' DENNIS HEATH.,- -___,-.... ff 1 r 7\ -If ./ /I z iii c-- rz4 6.0131- 1.--3 = = = 6 = .. - ..a • ALAMEDA, CA • 1110 410 <fe4x9. 11.1311(1- %N-- 0 i 1 II 11 1 (E) FINISHES TO BE /•- ' w w i 0 I I 11 11 I REMOVED TO .., : .... I • (E) MALL STRUCTURE z z 47470E 00 _ II I I II 11 I PARAPET. • .......,.... ..,,....,......, .. /.: 11, -- - .1 TO REMAIN AS IS. GC TO UJ :3 w LI. _II IL L = „ / „,„.- ," „/,...,-- VERIFY. 0 < 0 < 1 I z • ' '' z ••• I w .._1 \ I V\ ' , • .-- .- \ 1 T:::::7.7:H::7::::M:Mt:::77.i::::7:::::77:::::77T:::M::::77:::::77:::::::TIT::::770::::::77::::::TT:::11::7.::::77:,:M:::,Ti.7:::::TaF.:,T:T:::::77:.::::7.7:::77.:.::.::: WAS sc _ _ . _ Kozgatmosimmonm EMEMENNI PEREAWROMEIMOM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . _ . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. SQUARE MALL - - (E)STOREFRONT SYSTEM Frmgalrowmpvirmomm] poomommi rammgd[mammirmomm . . . . ... ..... ....,,,..„............................,................ ...,..:.,..„..,..„.,..,„..._.........„..,..,.......,..,.._..,.,..,.,.........,..„.„...,................: pmpow. • . • • • . • • • . . . • • • • .••••••••••••...••.•-•••••••••••••'' •••••-,••••••••••••••••,•••••••••••''''''',..:4•••••-41•'''''•'•'••••••• '••,•''','''''.%'' '••••'••1 / TO BE REMOVED. MagaMMONOMMOI MUNESMA WEINNAMOMMNIMMBEA 9321 SW WASHINGTON l mommoggagmmonallmgomm.1 zo 1 1(00 .,_.,.. .. !..,__,.„,„..... ...._:_.„.,:_.,„. 7. .7...... 7,.....1,_,.. r. ..,:„.. r._ _ COORDINATE HEIGHT OF • ...................... - - - \ N, ko r _ _ wwiATLHL NT EO wB E 0 0R NE EM TORVuE cDT10 N IK I I1 I SQUARE ROAD BID -"+` SPACE #T05 /1 /111 /04//11/11 ///1/11/A 14, iN 4- / 1 I ti "/ TIGARD OR 97223 I ill T . zn ii/ 1 1 .. 1 777 77 Hi I d 1 I 1 1 0-ks ISSUE / REVISION I I . . , . 11 \ \ \ (E)STOREFRONT SYSTEM ,r.4,••.:-•,.;:.1::.;:,-:;",f,;;•: .:::;••t,' -:;. II.(E)STOREFRONT SYSTEM 1 05.19.17 SD ISSUE TO BE REMOVED TO BE REMOVED 06.23.17 75% CD ISSUE EXTERIOR CONSTRUCTION DEMOLITION ELEVATION/ SECTION 3sici6A,,L.Et:,..0,, 8 INTERIOR DEMOLITION ELEVATION SCALE: 1/4"=11-0" 2 07.31.17 PERMIT ISSUE DEMOLITION GENERAL NOTES DEMOLITION GENERAL NOTES DEMOLITION ELEVATION LEGEND . . !LEGEND: 1. GC TO COORDINATE BARRICADE INSTALLATION THROUGH MALL MANAGEMENT 1. ALL DEMOLITION WORK SHALL COMPLY WITH LOCAL CODES AND ORDINANCES. -NN, . , '*,, BARRICADE PROGRAM. CONTRACTOR SHALL COMPLY WITH LANDLORD'S TENANT CONSTRUCTION CRITERIA EXISTING CONSTRUCTION TO REMAIN. "WASTE MANAGEMENT MATERIALS. PLAN" REQUIREMENTS FOR DISPOSAL AND RECYCLING OF WASTE =-a--- EXISTING CONSTRUCTION TO BE REMOVED. 2. CONTRACTOR SHALL MAINTAIN EXISTING UTILITIES IN SERVICE AND PROTECT THEM FROM DAMAGE DURING DEMOLITION. 3. CONTRACTOR SHALL REMOVE, REPLACE, PATCH AND REPAIR MATERIALS &SURFACES DRAWING TITLE TO REMAIN THAT ARE DAMAGED DURING DEMOLITION OPERATIONS. 4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL INSPECTIONS AND APPROVALS REQUIRED BY THE LOCAL JURISDICTION. 5. CONTRACTOR SHALL PROMPTLY DISPOSE OF ALL DEMOLISHED MATERIALS,AND SHALL DEMOLITION NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON SITE. CONTACT MALL MANAGEMENT REGARDING DUMPSTER LOCATION. ELEVATIONS 6. GENERAL CONTRACTOR TO CONFIRM LEASELINE DIMENSIONS AND EXISTING BASE BUILDING CONDITIONS AS REQUIRED FOR NEW SCOPE. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF CONFLICTS WITH NEW SCOPE IMMEDIATELY AFTER DEMOLITION. SCALE: AS NOTED PROJECT NUMBER: 51909 SHEET NUMBER _ A1 . 02 • 'i ,:;>i,,,,,::,:,;:;<; ::> i*,:]: siEgg:;;_:,::>:,,,,,:r.,::>s:m:, QQPP MMTmi:i:im,imi,:,:,:,:,:,i,:,i,,,i,,i' 103.-9 1/2"V .I.F. s> LEASELINE TO LEASELINE :::::::.: :. :: Alik 1 1 kCu E 30-0 V.L F. E 30-0 V.I.F. E 35-8 V.L F. ;:.;,;:< 1 O 1 1 ii:1:i: i5,i A4.02b - or or i 3 h: _ e " e n e " 1 " 1 " n 1 ee 4 1 " ',......;.,............:.:......,:�.::;:.:.,.>.: .: 1-4112 - - - - CONFIRM - - 0 4 5 ! 1 G.C. 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O '-111'/2' 30'-0" '\ / I 1 rn / - / I / 3'-3 1/2' o N W / ` / / I AIL 2 Z / \ 60'-31/2" w LU W I -/ // \ / // i 8 A5.01 2 TYP.OF 6 w Ct G LU '� 1 1 \ \ /J / \ 1 N N J U CP / pF - - -� F - _ - OF - - - - \ �F - / - - - - F \� •` Ct rn a, Q • A ; s SHOWROOM 0 \\ �, -/ \ M ` I Q d 1 wv � ` � r� \ // \ 1 ...1 D NNIS HEATH ?:1:c.'"1-4 / SHOWROOM t 1/ I -j a 44 4 3 .II «-a I - - � r - - I / 3'-3 1/2?' / /SALES / 1 . ALAMEDA, CA • / I // ( eXi) ILi31fI�' , \\ / / 7S7OF 00/ A03ALIGN I \/ I A030 -�.2 / /7 I 0 JI I I Mi'•41-•" �\ \\yeti., , , .v.�.,���\ \ Mk;� �+s.\� � � a � \ �.e.. w � ��� �� �\ �•\. �. � �>, � v� � ,.... ._ ._baa '\ \�\ \� �u / YY z,- v SQUARE MALL L . \, 411) WASHINGTON \�. _�.t •0 00 \> �\ Z 271-6" / 15'-0" _ 9321 SW WASHINGTON QADJACENT TENANT(N.LC.) T Oz OF 1 SQUARE ROAD ,..- _,Iii• w NOTE: I SPACE #T05 • O G.C. TO NOTIFY OWNER AND ARCHITECT w 40 • w IF ANY DEVICE NOT ALREADY SHOWN ON z TIGARD OR 97223 a, z DRAWINGS NEEDS TO BE ADDED TO THE ? t'" A03 ED w w SHOWROOM GYP. 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DRAWING TITLE CINTAS (A8) AED&02 CABINET 0 GC CORPORATION 7"X 20"X 20" t/KCTI-, MEDIUM CONFIGURATION TABLE 0 GC 'IDX • COUNTER SUPPORT BRACKETS 0 GC 1/A8.02 1FLOOR MAT AT EXTERIOR DOORS GC GC PEDIMAT CINTAS (F6) LOUNGE TABLE 117 10/16"W X 1 22"X 19"X 5.5" 0 GC IDX 24"DIA x 24"H 0 WORK COUNTER AND SUPPORT LEGS 0 GC 4/A8.02 UNDERCOUNTER REFRIGERATOR F8) 0 GC MAGIC CHEF 27"H X 20"D (A9 FIRST AID KIT 0 GC CORPORATION WHITE LAQUERED LIGHT GLOSS FIN WHITE _ . - /--\ OFFICE CHAIR 24"W x 0 ADJUSTABLE SHELVES AND 0 FIRE EXTINGUISHER CABINET 11-1"W X (---4 GRAPHIC WALL FABRIC 0 0 LEFRAME 4/A8.01a \ / _ BLACK MESH BACK 0 GC HON HV1531 23-1/2"D x 41"H STANDARDS 0 GC 4/A8.02 SEMI RECESSED WHITE ACRYLIC GC GC LARSENS AL2409-5R 10/A8.02 - FILING CABINET 17-3/4"W x23-3/8"D x V, ' Air2'-3 1/2/17"H 3/ A FURNITURE' FIXTURES ,1()I4 TOILET ROOM COUNTER 0 GC 7/A8.02 di 0' e• 174,7* °' ' /21#3"-Z11///711, GRAPHIC WALL FRAME 0 GC LEFRAME 4/A8.01a (F9) WHITE 3 DRAVVER UNIT 0 GC ENWORK 21-5/8"H ILLUMINATED GRAPHICDECO 4 COAT HOOK RACK FOR THE CONTAINER 12.25"X 1.25" & EQUIPMENT PLAN (- • VV/ WALL FABRIC 0 0 LEFRAME 4/A8.01b '1C: OFFICE 0 GC STORE 10007060 X 1.5" COUNTER SUPPORT BRACKETS 0 GC 7/A8.02 0 SHOPPER TRAK 0 0 ORBIT 5 9/A8.03 ILLUMINATED GRAPHIC 0 GC LEFRAME 4/A8.01b 4a, WHITE BOARD 0 GC STAPLES#782359 36"X48" 4:)1R* RESTROOM CABINET 0 GC CB2 H653520 36"W X 16"D X AND LEGENDS 0 35.5"H PRINTER AT OFFICE 0 0 HP WALL FRAME 0 HOME DEPOT OR SIMPLE HUMAN- T4) 49" LCD MONITOR +STANDARD 0 0 LG 11/A7.03 SOLAR WALL 0 GC MACK , 81X121 2/A7.05 4110 FIBERGLASS LADDER GC GC EQUAL 8'-O" (=4 WASTE BASKET 0 GC WHITE BEZEL (PW) POWER WALL 0 GC MACK 81X121 2/A7.06 0 KEY BOX R1) TOILET ROOM MIRROR 0 GC 2'-0"x3'-0" 7/A8.02 0 49" MOUNTING BRACKET 0 0 CHIEF MFG 11/A7.03 FURNITURE, FIXTURE + EQUIPMENT NOTES ABBREVIATIONS Wif:i.? i W.:e/it41,./.4* ,' /57 'itifill/ jit1) // PROJECT NUMBER: AS NOTED 51909 APC AR3100SP1 4131 ENCLOSED SERVER RACK 0 0 NETSHELTER SX 42U 78.40"X 23.62"X42.13" 1. 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OM A2MI A2 - TOILET 1.a 2 . . �r A8.03 I IT/EL: CTRIC• L �.:_.i " i ii r i 2 ■ ■ ■ J MEN P L4 * I `Ai k .7tsiv . � OWNER'S I a . 1 OWNER'S : i \ �" LOUNGE 1 w 1 LOUNGE 1 • 4'_6't A4 02b • ' 1i 11 ■■■■ ■■I■ ■■■M .ca. .... 2 - j DE - L L1 � - IN \, - .. o o L1 . 10 C) ) C) 'FII---- ' 111:11111111.11:11. * iiii- ikN i �0" ,`. a1:S1 ' - IM 1!I i1 ,. :\ ■■■I ■ER■ ■E■■ X 4$ :. a .. _ VP .), C} C} \ CMP 101-!"A.F.F. E '• A2E A2 411111 EQ w EQ - cu w ' iN N :\� �m ii ii t} . 111111 N-N - --– EQ EQ – – – i. I ––– it) C} ., i It}' \ CM1 w o Ly ,��L� may,_. i■�■� — — — — - — – – – ���� II 960 Atlantic Ave. w I 2'-3" r�ri✓/ \ j■ ■ Alameda, CA 94501 z Li "; ° _ • 1 I 510 865 8663 ce N �I `" co i 3-3 II Q , \ `v 0 \\\k , \' a mbharch.com L4 L4 L4 L4 L4 L4 L4 L4 L4 TYP. o. O \ ; \ ••4.02a Ce °� F- \� 1 b 1 !M ® •1 p p ; ® 4 1� 1 p S +I p 1 / ® \\\ \ _ PTii* `�' ? �� % NN 4'-6t, _ _ 10 01 1 0 ,, „. A 119 W \ { ■ ■ ■ ■i ■ i ■� W w i I ;N N : A\\N\ \ z w w Q le SHOWROOM 0 )! ) CI JU3 Xi\ ! tSALES oo ¢ 01 \\0.-1V } i o ..(' .. -___ .__. .�., _,.., �. ... .... I,� , ixINN1N 1 .1 \NA _ „„„ _16 . _ _. _ __ — _ „—.j t i:`.:::S:::isdU:'#::;:::i':%;in'''i::i?ih%;`'i::;_:x::'`.,., OF MIRROR, CENTER WALL TILEON O , 7 L VAT R WLA VAT 3?% i> <• z»>>��;>< :i %i%<�>;> ' `i ....n...,n........:............•.:•;:v::;....:.v::'i•:::::itii:i:i:•i:t•::':;i;iiiii::;:::Y::. A A8.02 AND TAIL PIPE kvi� PT2 PT2 PT2 PT2 CT3 , 3/4" 8- 7A F.F ::.. ?>4 �ytL: B.O. CEILING Y EQUAL AL EQUAL Q Q LINE FMD MDF 0 M TIN PA E OUN G N L f INSTALL R I CERAMIC C EQ EQ. / TILE BEHIND MIRROR .ii.;.;;,4. � i — ,,,............-...................,.......................„•••••••—, :: :iii?}:';......5'::;.••••••is:::•• MIRROR r1 j\ii . / 0 co R1 kiige _ CL0 Ili COUNTER o `> i.: "'':;:.,. F- R9 J 4t+; �- 7 I k:Y> J f tib' 6" �;?v:;�}iii •:�?:v:: C_\ / / Li \ ..4,y..•:::n:.::nv TYP. ...::,: 4110 o ¢ `` !� �\ b 0 Q4A m 3 in - — l t i �� C a WH v a \ ,/ — — _ ON OFFICE I 0 "' \ I \� - o ' r> WALL \ m N N bit- - s ALIGN N- 0 I , '. :. . kr"\--- — \ ici R 1 \) - r o, r \ \ \ \ PIPING INSULATE v\ \ \ AIM 1. 1. \ -4-,, \ FINISH FLOOR 0 CT1 CT1 CT1 da 6„ 2_6 CT1 960 Atlantic Ave. ELEVATION 0 ELEVATION , / 0 ELEVATION 7( / HOSE BIBS 0 ELEVATION Alameda, CA 94501 510 865 8663 mbharch.com TOILET ROOM ELEVATIONS s2ALE:0 3 42" 12" FLOOR DRAIN. / MIN. / MAX. ALIGN WITH WALL �� ,\-\'\.\\ �\�� •N \ `.. \. \\\••\,\� skz,•1,,,, ',\ �`.,\,\.. , ' R6 CLEAN OUT \ \ I '� '� '''..4 `u � 41 1 , 1 � f� MIRROR - I- �, `� *REAR GRAB BAR ALLOWED TO —I C3 \ y DENNIS HEATH 36"AFF AT TANK-TYPE TOILET SEE FLOOR PLAN FOR V 24" MIN. —f�. PARTITION TYPE z •1.1� INSTALL WASTE z e ALAMEDA, CA e 411 LINE AS I 'v or HIGH AS POSSIBLE 54"MIN. 36"MIN. I N of 12131113- f ALL DISPENSERS 40" / / GRAB BAR /r I` -' \ 1 1�i:l,,.' 42 MIN. 12' 17"MIN. '�+QnO� C ' \ MAX TO HIGHEST / / / CL / 0j' %.3 _ .:Is OPERABLE GRAB BAR MAX. 12" 24"MIN. / I \ .. �,, z 2 PART 24"MIN. \ \ . 1 1/2" 0 O.D. GRAB BAR 36" OR I \ FLUSH \Ir% 1 ao -1 /- 36" GRAB MIN. z CLEAR ' ' 00 z 42" LONG METAL BRACKETS: 7INN 59 \ CONTROL, TYP. �:•�::;, a) `v M7"-9' WASHINGTON 'Ii,jC�\.'i �- - i� N M / 1 FLOOR CL 0 \ 41-011 O.C. MAX WITH (3) 1/4"0 / 5 / BAR -'cCL m SPACE '!�� SELF DRILL t SELF TAPPING S;p \ LINE OF MINIMUM \ \ \ \ \ * \ SCREWS THROUGH 16GA f D e TOE CLEARANCE \ TRANSFER SIDE 19" II' PLATE FOR GRAB R + SQUARE MALL KNEE AND TOE 1 - _ / / \ 1 / CLEARANCE / / 6 MAX TOE z \ ""' M 1111 MAX. METAL BLOCKING \ A e / 9321 SW WASHINGTON CLEAR*NOTE: F7 . X11 1 / 48 MIN. / 12"X16 GA PLATE OVER MIN o / 2-0 SQUARE ROAD - � o \ CENTER 8"MIN KNEE / / IF A MIN. 9" HEIGHT OF THE TOE \ \ \ - \ -- (4) STUD WITH #10 SCREWS \ B / 19" UNDERCOUNTER CLEARANCE CLEARANCE IS PROVIDED,A MAX. OF j16 -18 AT 3"O.C. EA STUD SPAN N ye A LAVATORY SPACE #T05 17"" 6"OF THE 48"OF CLEAR FLOOR / — — -- -- \ \ IN COUNTER / / SPACE REQUIRED AT THE FIXTURE PLATE OVER (4)STUDS E a TIGARD, OR 97223 MIN MAY EXTEND INTO TOE SPACE 30 X4$ CLEAR w I SPACE AT 4„ \ I ' LAVATORY 0 LAVATORY CLEARANCE 0 SIDE ELEVATION 0 REAR ELEVATION 0 LAVATORY PLAN VIEW METAL FRAMING I / / L A8•02 \d ISSUE / REVISION w 0 � 05.19.17 SD ISSUE (I 06.23.17 75% CD ISSUE TYPICAL TOILET ROOM CLEARANCE REQUIREMENTS NTSLE• 8 SECTION THROUGH GRAB BAR scA NTSLE 5 ENLARGED TOILET ROOM PLAN2"A`-E;_o„ 2 07.31.17 PERMIT ISSUE TOILET ROOM GENERAL NOTES 1 TOILET ACCESSORIES SCHEDULE _____ _____..________________ ..._____._.____..____ 1. FOR WALL TYPES AND LEGEND SEE SHEET A2.01 0 0 w w 2. FOR FURNITURE, FIXTURES & EQUIPMENT PLAN AND LEGENDS SEE SHEET A2.03 / \ u) \# /DESCRIPTION Z QCATALOG# co 3. FOR LAVATORY AND WATER CLOSET INFORMATION SEE PLUMBING. TYP 1- Li_ Z— m W 4. PROVIDE LATICRETE#9235 WATERPROOFING &ANTI-FRACTURE MEMBRANE, OR EQUAL, AT jPRI RESTROOM CABINET GCGC CB2#H653520 7A 7B BATHROOM FLOORS, INSTALL PER MANUFACTURERS RECOMMENDATIONS. CONTINUE \ - W 1/4" WATERPROOFING MEMBRANE A MINIMUM OF 4" UP ALL VERTICAL SURFACES.VERIFY ALL ("14 WASTE BASKET HAI LO TRENTO THICKNESS WATERPROOFING REQUIREMENTS WITH LANDLORD PRIOR TO INSTALLATION. GC GC #0516-069 WHITE Q OF TOILET 5. THE TOILET ROOM SHALL CONFORM TO ALL LOCAL, STATE,AND FEDERAL REQUIREMENTS �PR6> WALL CLEAN OUT COVER JOSAM 58600-CO# ENTRY BOORS, GC GC #= PIPE DIA. SST DRAWING TITLE INCLUDING, BUT NOT LIMITED TO HANDICAPPED ACCESSIBILITY REGULATIONS. BOBRICK Q a TYP a FIELD WITH SYMBOLS CPR 36"x 1�'" GRAB BAR GC GC B-5806x36 SAT/SST OF SIGNer �'• ,� 6. ALL TOILET ROOM ACCESSORIES AND FIXTURES SHALL BE INSTALLED PER MANUFACTURER'S BOBRICK );>:. �� F- 0 - , SPECIFICATIONS.ALL CONSTRUCTION AND MOUNTING HEIGHTS SHALL COMPLY WITH ALL (pRg 42"x 14' GRAB BAR GC GC SAT/SST - ��:N �, 5/8 HIGH MIN.TYPE RAISED APPLICABLE CITY, STATE AND FEDERAL ACCESSIBILITY REGULATIONS. COORDINATE WITH ` B-5806x42 } _I J z 1/32" MIN. HELVETICA ARCHITECT FOR ALL QUESTIONABLE MOUNTING HEIGHTS R1 TOILET TISSUE DISPENSER GC GC BOBRICK SAT/SST � Li � � � 1� MEDIUM UPPERCASE B-6677 ENLARGED TOILET coo �i 12"TYP 12 TYP / 12" TYP m LETTERS 7. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION AND SPECIFICATIONS BOBRICK Q O �- REGARDING PLUMBING FIXTURES. ,R1\} TOILET SEAT COVER DISPENSER GC GC g_3013 SAT/SST ROOM PLAN AND • (DLL ELEVATIONS o J _z o � :� 8. ALL TOILET ROOM FINISHES SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. �R1� SOAP DISPENSER GC GC BOBRICK BLACK SST UNISEX • MEN'S WOMEN'S SIDE VIEW N cn FIELD WITH TEXT AND REFER TO FINISH SCHEDULE FOR FINISHES DOUG MOCKETT GRADE 2 BRAILLE OF ABOVE 01) DUAL PRONG HOOK GC GC CH12-SSS SST TEXT 9. THE PLUMBING CONTRACTOR IS TO FAMILIARIZE HIMSELF WITH LANDLORD'S CRITERIA FOR THIS LOCATION AND INCLUDE ANY WORK REQUIRED OF THIS CRITERIA(IF APPLICABLE), WHICHR1 PIPE INSULATION GC GC TRUEBRO WHITE IS NOT SPECIFICALLY NOTED IN THESE DRAWINGS AND SPECIFICATIONS. 120E-Z (9 RESTROOM IDENTIFICATION DOOR MOUNTED SIGNAGE c) RESTROOM IDENTIFICATION WALL MOUNTED SIGNAGE RESTROOM INSTA HOT GC GC SEE PLUMBING 10. CONTRACTOR TO PROVIDE CONCEALED F.T. WOOD BLOCKING OR 20 GA. METAL BACKING0 DRAWNGS SCALE: AS NOTED PLATES AT ALL WALL MOUNTED TOILET ROOM ACCESSORIES. PROJECT NUMBER: 51909 11. CAULK ALL BATHROOM FIXTURES AND ACCESSORIES WITH WHITE DAP 50 YEAR PREMIUM ELASTOMERIC LATEX SEALANT. SHEET NUMBER 12. G.C. TO VERIFY THAT WATER CLOSET FLUSH CONTROL HANDLE IS LOCATED ON THE ACCESSIBLE SIDE OF THE TOILET(NOT WALL SIDE). - L = LANDLORD SST= STAINLESS STEEL, 13. G.C. TO VERIFY THAT INDICATED PLUMBING ELEMENTS DO NOT CONFLICT W/BUILDING GC = GENERAL CONTRACTOR/SUBCONTRACTOR SAT= SATIN FINISHA4 0 I SIGNAGE REQUIREMENTS SNTCSALE: 7 ELEMENT. 0 = OWNER SS = SOLID SURFACE ■ MV = MILLWORK VENDOR :'�1:ii+�\:; '.:\:\'J -:.`Y:�i\:; i�E i•'•.:},�•:�::.1.'::.\i:::W?�.\iL CvryG ..;i?,:.::�i::}:'._^:;:y:s: ?ry\:''::u::'::j;<Y:;}:iiT:`:ii2.;y:Jnt:::'3k±:>•:•:i•: Y:;::.1.'::�'::}:�i�::i?i4:T.::isj:;:i::'s,}i5\t:' ::::/iir'4?:?ii:i}::iin:r.:.:::•iii:;ii:J:i:::: _ KEYNOTES: >� �...;.:::>:: ''.::.::;:,:,:>: . \:iiX:i is},::�:1•::i!i)iY;>::}':�ti:C:iL:i-i}:h`\ n:ni%i{+,;"•%k3::;i::i'<i�iiiii:i:i!:;';j:$:i'. 1 INDIVIDUALLY ILLUMINATED i...::.;:..:;•.:.,.:..... :,:<;::. LETTERalk :;.::.i; 4` :,k:•,. :.. :; , v;i dv� ii:�:�v a SHOPPER TRACK UNIT. SE 09+1°E ,-4k, 8 O � Z a3 SLIDING-GATE SATE BY N MF SHOWN IN OPEN POSITION. 4<::>i:i>� \ii: \i::i::>:fia • i i i ! i 4 . TRIM RING TO �\ a SLIDING GATE TRACK BY NMF. �' 5 COMPOSITE METAL SEAM. ? tC � iklii ; :jv . v ' ?ii:!iliY:vii :i:m::: .t:L:v:>•.:4 i z.n:. n> :i:<::<::i::R:: it<:: ;:t:i :ii > ii : ig!<:;>i:]: MATCH ADJACENT ' . a '•\ yn.r: 0 .::i:::i::i:.:..,v:..i,:i:•::;::iy.:::.:.::i::il•:<.....:::y::::::.2::.iy"i:;.ii:............... Ji:\id•": \'v tJii:::::::)4;<it.?:.;i :i L: ti::Rti::::i::?:iii�i:G', 1`.,' .:.n:.:::: n ---.. SIGN M NTED TO FACE RF MF OU C SURFACE 11"‘".-%%"-N. .�:v'ti,aTYP. zOF SOFFIT.11n . iii::.... .„.. ........... .. ... .......... ....ADJACENT \ J \ �.. .4 ADJACENT cl zTENANT \ .,....,,. TENANT z OCI \ LEASE LINE '4 •.:. .> t) u •,.. � � .zw �i \ \` �� , i. .i LEASE LINE - LEASE LINE t♦•♦!' , u ; ? i .W <:, u. .. :., .7 ..•i� LEASE LINE N'N.. 10'-9”A.F.F. 10 O 0 0 w 10'-9"A.F.F. WHITE BACK PAINTED I TYP. z WHITE BACK PAINTED _ I? LAMINATED GLASS w / EQ. / EQ. EQ, EQ- / EQ. EQ. / EQ- EQ. x - ' - LAMINATED GLASS BY NMF ci) BY NMF z 2'-3" EQ. EQ. EQ. EQ. 2'-3" J 0) HOLD LU i / HOLD 40 w 38.7 960 Atlantic Ave. CMP 10'-9"A.F.F. CMI Alameda, CA 94501 W COMPOSITE METAL SOFFIT BY NMF 510 865 8663 mbharch.com STOREFRONT PARTIAL REFLECTED CEILING PLAN SCALE: : 3 SEE ELEVATIONS f 1/ \\\\\ss' \.\\ \\\N" ' SALES CONTROL POINT AT ,4 # .\\:: .\\,, `• AREA CENTERLINE OF STORE € � ` 10 I! I ( I I I J I I V : , DENNIS HEATH y ` ` ` `, LOGO: I11- II I I I I I ( ( ( I I ( I I I 1 I -{- 10 OPP. �. .�� \� '4.03- s HAND • AAM • N � .� 114 THICK WHITE ACRYLIC WITHjI� , 4.03 L EDA CA � E N PAINT)POLISHED EDGES O ANT --- - \\*\\". 14.iiHiiiii31114-- , 3 u ! ADJACENT0 . iii ,..i,1'i„ •M,,, • ;'„ ,,,,' „::i,.:,,',',, :+:•:1:-. ,.,.,. . . ..... .... ,::, , , , ,...,. ,, F,,...., .,,,. ,,...,.„,,�„,.. • z r ATTACHMENT. z • : .:.:.:.:.:.:.:.::.:.:.:.!.:.:.:.;..;.;.;.;.;.;.;.:.;;.;-:.;.!.•:..•:,i :.....,...,..,.,............. ............,....•,.,...,,,...... .. ,.,........,....................,........,.........................,......,.................. .•............... ........................•.......-...... . . w - \\N \ \\\ \\\\ F ............... ................. ... ......... ' \ s\ ,. CLEAR DOUBLE SIDED 3M VHB TAPE I � • .....................:.................... ....................�;. �........-.•....'..-.........-.............................._....�-, ..-?..•.,.•..-._............. -.-..,.......-...-.-.-.....-.............,.,.,.._.-._........... ..,.,.........,.. .......,.,..._....,..................-._.-.-. •. � z CI, \:„...„.. \-.\\\:\,,,,\.: ,. • . .......... • ••' -'----'-'-'-.-'.-.-.-''''.-•'..-•-.--..-.-..._......................-..-............,•.-.•.•....-.............. -.--...-..........�-.--..-.-.,.....-....-..-.-._.......-......•.-......,-.--..._...-.-...... .......-.....-.-. -._...........-.................-........ • I ADJACENT v w o0 AND CLEAR SILICONE ADHESIVES ...L.....:.................................. ...........•.-..................._..................:....-.:........:............................,.. ...........-.-..............................-.....................-.............................- ................. .....................................L... z �� `� � � LEASE LINE ( , ...... ................. ........ .................. ........ _ � �� � .� • •• TENANT ,� \ A NEEDED). S a i / t♦1♦� _ . :;,..mi.:. :,..�:::... _ • _ _ _ _ :♦;♦: LEASE LINE FLAGS TO BE BACK LIT�7a EXTERIOR PT-3 — ` IEXISTING LANDLORD NEUTRAL\ ` °\'\ STOREFRONT `` Ar�) ( `�-� „ CHANNEL REVEAL. PATCH, WASHINGTON , \ FLAGS NOT TO BE BACK LIT @ WHITE BACK PAINTED AI MALLAlik ` REPAIR AND PAINT AS REQUIRED SQUARE MALL \ \.\\\\•:‘,. INTERIOR STOREFRONT LAMINATED GLASS '4.03 y \. w „ PT-3 ` BY z 11-8 O•DENING z 9321 SW WASHINGTON \\\ ` \ ```� _, WHITE BACK PAINTED ` w 6'-11" EQ EQ 6'-11" w Q / / �, / Q LAMINATED GLASS BY NMF SQUARE ROAD ` w EQ '-0" 25'-6" 1'-0' EQ w .\\,,,„ \\,. \ \ ,� ,� / �. ,�-� SPACE #T05 \ \ \ \\V\ ` \ TIGARD7 OR 97223 �•, \ 37.7 38.7 \\:\\.\ .\ 1\'\\\\\\\\ '' \\'‘\ •,:,,\,\ \\„\\ . \ \ \\\,"\\\ . \ \ - \\\*.: \\..\\\X \\\\:\\ \\ " \\. \ ISSUE I REVISION 05.19,17 SD ISSUE :ate` ` .. ....;\ 06.23.17 75% CD ISSUE RED FLAG SCA1 E0; 8 STOREFRONT PARTIAL PLAN SCALE; -p„ 2 07,31.17 PERMIT ISSUE__._. z 20" H. WHITE LED 8 END STOP BY NMF. COMPOSITE METAL PANELS BY w INTERNALLY ILLUMINATED (1111 CID NMF. CM1 _ ALUMINUM REVERS irk � Ark 1 3" w CHANNEL LETTERS CL OF DOOR '4.03a A4.03a A4.03a w Ai �' / / co EQ 1'-0" Mir EQ. E 1'-0"EQ . N w AND SIGN SLIDING DOOR POCKET AREA FOR --� w / / / / / / / w ? SLIDING TRACK ASSEMBLY. 9/16" LAMINATED GLASS PANELS, EXISTING LANDLORD J J �� • PROVIDED AND INSTALLED BY NMD NEUTRAL CHANNEL •..-- (E) MALL BULKHEAD -- .125" PATCH, ��;�. - .125"THICK C K A L U M{NUM LETTER FACE ±1T-0" _._______�_____._...__________._______ ____.._.�______._________.,..�_.w.__ �` \\,, _ REPAIR AND PAIN i� � . . . . ... . . . . . '. . • `T_ ;'� �\ AND RETURN. . .-.-.'..... .. . .. . .. .. . . . .... . . . . .. ..: .. . .. . . ... .. .. .. . ..... ....... . . . . . .. .... . . . . . .. . . . .... . .. .. .. .. . .... .. .. .. .. ... . .. ... . . . .. ..... .-- T.O. STOREFRONT BULKHEAD �, ,,,-� AS REQUIRED q .... . . ..'.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " 4 : 1/4 LAG BOLTS IN SHIELDS OR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .:. . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . 6,„ ,,,,,,,,,,,,,,\\\\,„\\„\\\\\\\,,,, \ ,,,k,,,,,,..\\\\ �- TOGGLE-BOLTS AS NEEDED, TYP. :.:.:.:.:.:.:.:.:.:. . . . . .:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . :. .:.:. il � � �.�` --- MINIMUM THREE (3} BOLTS PER • .'.'.'.'..•-• . ..'. ...'.. ....'. .. .-.•.- ...•. .. � •. .' . .. . .. .. .. ..'.. .. .. ! _. '. ..'.'. LETTER. BOLT SLEEVE STAND-OFF LAMINATED WHITE DRAWING TITLE \ --•••••••• •• " " ' "" " " • "'••• ": s'-..'. .. ..-.....•."...•.•. '-.-..,.. ..., -•..'.'.'... .' ' ' . .. ,•...•,.-...... . . .. ... .....'...'...,.. ....-.,...,... BACKPAINTED GLASS I-- iiiii■iiii. s PAINTED TO MATCH FASCIA COLOR. �,��� \ Q ". . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BY NMF, TYP. CM1WHITE LED w '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.".'.'.'.'.'.'.'.'.'.'.'.'.'.'. .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.','.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. , , , , , , , , , , , , , - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. INTERIOR mom j�� a�.��s n�e•�.�•. � ���' • CLEAR LEXAN BACK �` B.O. SOFFIT t = - GA WIRES PER EACH PIECE OF LAMINATED WHITE 0 0 PT-3 STOREFRONT Q V) C4 'Y% tO LETTER THROUGH FRAMING. BACKPAINTED GLASS ELEVATION (2) 14 I _ cn N `L Q RED FIXED GLASS J _! E:_ :11-_------ i TO BE WRAPPED CLEAR TEMPE 1101111111111111M r.;:; a.:: _ \ \ \ AROUND BYNMF, TYP. BY NMF, TYP. ENLARGEDPLAN BOTH SIDES • :' PT-3 �-- ••.•.•.• 10 SLIDING GLASS GATE EXISTING LANDLORD NEUTRAL AND RCP - WHITE BACK PAINTED LAMINATED PASS THROUGH CONDUIT. ....... A4 A4,03a CHANNEL REVEAL. PATCH, SLIDING GLASS r REPAIR AND PAINT AS REQUIRED GLASS BY NMF. PAINT TO MATCH ADJACENT METAL 6'-8 3/4" 1/2"� 6'-8 3/4" c, 1PANEL COLUMN BEYOND '''''.' f .r 7 `---- PROVIDE STOPS TO MAINTAIN 1/2" SLIDING CLEAR TEMPERED 12 VOLT POWER SOURCE,VERIFY 1 •....... 111" 11'-8"0DENING 11"I .:..... ALIGNMENT OF SLIDIN AND SCALE: AS NOTED GLASS DOOR ASSEMBLY BY NMF. LOCATION WITH SIGN VENDOR, / / / FIXED PANELS. SEE: 1glir0 IN ACCESSIBLE LOCATION 4" H. BRUSHED `� 11 PROJECT NUMBER: 51909 STAINLESS '4.03- •.. . . . . •.•.• i — \ STEEL BASE .... 1 8 1 ii. _ 1 • • 0'-0"DATUM 1/2 FIXED CLEAR TEMPERED GLASS BY NMF. 110 V. PRIMARY FEED A 1 OVERLAP WHEN IN CLOSED POSITIONirk T.O. F ISH FLOOR SHEET NUMBER EDGE OF SLIDING GATE TO ALIGN WITH '4,03a '4.03a MB2' 11 A8.05 • - EDGE OF FIXED PANEL IN OPEN POSITION SCALE: SCALESCALE: CEILING DETAIL AT ENTRY 3" = 1_p,, 10 TESLA CHANNEL LETTER SIGN SECTION g^= 1'-p:f, 7 STOREFRONT ELEVATION 114" = 1'-0" 1 t.atotttottmitttapittitt•timtn.itttmtoattatatammtttottKotttottmtattamttatta t.•:::::::::::::::itt„:„t:tt,,,,,,a,,,,,,,::::tatt:.:.,,,,ttt,:::::::::::::::,,,t,,,,,,,,,,,,,tta,t,t,t,t,::::::::att:::::::::t,,,,,,,,,,,,,,,,,,:ttkttatt.tta,,,,,a :•tottitittitttiMitttimittatitttitttittittittittititottottio:ittitttitmuttitttitttitmtatimatt::::att COMPOSITEMETAL PANELS BY at.t.,.:-.,t,..,:::::::::•,•,,,,,,,,,,,,...t.,.,,t,t.t.:.t.t.:.t.t.t.,::::::,,,,,,,,,,,,t,t,,,,,,,,,,,,,::::::::::,:::::::::::::::,,,,,,,,,:\ NMF. -•-•.:.,,tt...,,t-t.t.::::::•:::::::::::,,,,,,,,,,,:t? 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Cli) 0 COMPOSITE METAL SEAM. t_iji I *L'i5 A403b •4.03b 4-„e f Is)oF 61.3...) l TRIM RING TO Itp••• \\ \‘\‘‘,11‘.. \at •S•4 ., .„ ..\\\\,xk , .NNIUN•• ‘,X ,\\‘% -.•%.: ,s,,g \::\k,..,:',•L'i;\‘... "- \ \ \\„.2'•• , k ':•••..'...••..\ .;•\''. Kg C.) EXIT SIGN MOUNTED TO FACE EQ r- EQ MATCH ADJACENT k\.1 1 4,..._,-4 etteem4.-,,,t ' \\-•.. -...%.* \ \ . OF SOFFIT. / / X • s.,„ ce,hi.a hit4,,,,„,, ,--,,,-,,•,,,\ , Nt:-•.‘„N tc,\W- .„.t. •..‘a,-1`Nt, .,, ,,:\.%..\.\\NNte,t te to, \v.•t\ , ,,,.„„.,.\....,, • \\•.„.t ,., \\‘‘.•:',,"•\‘'''t.\\NZ4,1titits: t SURFACE BY NMF, t''',„:\\ KO:i At".*'‘NNO•s:\41?•-, '\ \:Z% '''"*", \NOX.N. \klt.k•• \ \'-,,_ .‘,.., ,iSa. : '',',,,. \\,,v,p.i..3.4.:•••1 J. ADJACENT ,,;; , ,,„ , . . , 1 \ N., '.N.... :'''‘' C•i1/4.0q \\\\1/4-. <\-W ‘'...,,\\N\\..\ \\IN .„.,'• .\\:,,,,,,,„:' ,,, N. ,\.., k„\\\\\ :4,,,. -1,,,L ••••_•.1..\4.. — 4. TENANT T.O. PARAPET ' 74 r•N a 0 '''' NX., N. N' \\‘',..,, \„.•\\'‘, X• \\.; \\,' ,\.\\\\.,;\ WASHINGTON ADJACENT : \e,• . .40:\ ,,,,,\ \ N..s.‘,. .\\,..\\.:.. .\7.1,1,,, \ ...1.0.44:4T4•4 a.‘. \ \\N% NI \''.ks., \\\‘, `‘, '‘,..:,\N.:\N ., ‘'t$,....?1.-'•At:. CMP 17-0"A.F.F. CM1 BACKLIT LOGO: •••••• . \ ..\\a,..‘,,, \\"\\, ,.,;:,\.\ • • • - • • • . TENANT LEASE LINE 4 =mow k COMPOSITE METAL SOFFIT BY NMF 1/4"THICK WHITE SQUARE MALL ,‘-‘..,.N 4- I LEASE LINE ACRYLIC WITH POLISHED • • •• • 0 ..\ 9321 SW WASHINGTON • . . • 9 0 EDGES (NO PAINT) 0 w . . . . . . . . , . . . . . ..\\ \ . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - Mir TYP. ATTACHMENT: . • • • , . . . . • ••t '..\\ , ' \ SQUARE ROAD •.•• ••\ \ HOLD EQ. EQ. EQ. HOLD CLEAR DOUBLE SIDED / /rt 3M VHB TAPE AND SPACE #T05 q_ f SILICO CLEAR w w q..1' w w \ • \ \., TIGARD, OR 97223 z z, z z ADHESIVES (AS -•••. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . -J -I • • • • • • ••• • • • • • • • • • • • • ••• • • • •• • • •• ' • • • • • • • •••• • • • • • •• • • • • • •• .• • • • • • •• • • • • • • • • • • • • *• • • • . 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ISSUE / REVISION . . . .. .. .... ...... .. .. ....... .. . .. ......... .. . . ....................... .... .. . .. ......... .. ....... .. ....... ... . . ADJACENT .. .... .. .. .. .. .. ....... . ... ... ... .... .. ..... ... ...... .. ... . ... .. ... ... ... .. .. . . ... .. .. . .. ... .... ..... .. . . . . .. . . .. . . . .. .. ... . . ... .. ... . . ... . . . .. . ..... . .. . . .. .. . . .. . .. ..... .. . . . . ... ... ... . . . ... .. ... .... .. . . .. . .. . . .. .... . .. . . . . . . ADJACENT 05.19.17 SD ISSUE TENANT •• •• •• • • •• • • • • • • • • •-• • • • •• • •• • • •-• " • •• * " • • •• • " ' ' • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • •• • • • • •• • • • • • • •• • • • - • • • • • • • • • • " • • " • • • • • •" • • • • • ' ' ' • * " ' • • ' • • " • • " ' •• • ' • " " • • ' • " • • ' • • • " •• • • • • • • " " • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • " • TENANT • 06.23.17 75% CD ISSUE . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , • " • • • • • " • • • " •• • • • • • • • • • • • • • • • • • • • • • • • . . . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • " • . . . . . . . . ... . .. . . . . . ... . . . . . • . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . .. . . . . . . ... . . . . . . . . . .. . .. . .. . . . . . . .. .. . . . . . .. . . . . . . . . . . • • • -• ••• • • • • • • • • -• •• • •- • • • •• • •• • • • • -• • • • • • • • - • - • • • t• • • •-• - • - • • • -• - •- •• •- • • • • • • ••-• •- •• •• • • • - • - -•••-• --• -• • • •• • • - . . STOREFRONT PARTIAL REFLECTED CEILING PLAN S1/4 073117 PERMIT ISSUE " 0" 8 .. . . ... . .... . ... ...... . .. .. . .... ...... . .. ... .. . .... .. ..... .... ..... ..... . .. .... ........ ... .... ... . .. .... ... . .. . .. . . . .. . .. .... .. .... .... .......... ... ...... ...... . ........ ...... .. .. .... .. .... .. . ..... .. .. .. .. . . ......... .. .... ...... ........ ... ... .. ..... . ......... ...... ... ... ..... .. .. . .. .. ... . ... .. . ...... .. ... .. ... ...... .. .. ... ... .. ..... ... . ... . . .. . ..... .. . . .. ........ .. . .. ......... ... ...... . .. ... . ...... .. .. . . . . .. .. . .. . . . .... .. .. . . . . .. . .. .. . . . .. .. .... .. . . .. . . . . .... . .. . . . .. . . . .. . . . . . ....... . ... .. . .. ... .. . . . .. . .. .. .. . . . .. .. ... .. . .. . . .. .. . . . . . . . . . .. . . .. . . . . . . . . . .. . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . , . . A4 . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . .. . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . .. . . . . - • • • • • • • • • • • • • • • - • - • • • • • • • • • - . Z . . . . . .. . .. . . . . . . . . ..... . . . . . • . . . . ... . - . - . . . . . . . .. . . . . . . . . .. . . ... . . .. .. .. . . . .. .. . . .. .. . . . . .. . . - . . . . "•••••" •••• •• "• ••" • •' • ••" • •"" • •••••••" ••'•'• •••••" •• • • •" •••• " " • • • •" • •• ••• "• •• •• •" " • (9 . .. . ..................... .. .... . ...... ... ... . . ....... .... .... .. .. .... .. ... . . ... . .. .. .... . . . .. .. . .. ..... . .. .. .. . .. .... . .... . .. .. ... ...... ............. .... .. . .. .. ...... .. .. .. .. .... .. . . . .. . ... . .. . . . .. .. .. . . . . . . • • • • • • • " " • " " • • • • " • * • * " • • " • • •* " " • • • • • • • • " " • • • • •• " • •• " " • * • • " "• • • " • • • • • • • • " • " . • • " • • " " • • • . . . , . . . . . . . . . , . . . . . . . . . . . . . . . . . . .. . . . . . .. . . ... . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . .,....,..... . . . . 20" H. WHITE LED INTERNALLY ILLUMINATED _......„______.....__________________........................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .... . . . . . . . .. . . . . .. . .. . . .. . . . . . . . . . .. ... .. . . . . . . . . .. .. . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . .. . . . ALUMINUM REVERS CHANNEL LETTERS 4EC .. .... .. ... . ... . .. .... .. . ..... .... ... .. ..... ... .. .. . ... .. .... ..... .. .. .................................................... ............ . . .,:,.,.. ........ 02a . .. ...... .. .... ..... .... .. . ... ........ ... .... . ........... .... .... .. .. .. .. . .. .. . ........ . .. .. .. .. ... . ... . .. . .. ........ . .. . ... . .. .... . .. ..... ..... ... .......... ... .. ..... .. . .. .. .... .. .. . . . .. .... .. .. ......... . .. . .... . .. . ... . .. . . . ........ .. ...... ... ...... . . ......... .... . ....... .. ................ .. . . . .. . . ... ..... . . .. .. .. . ....... . .. . .. t, tQ E* L_. .,„ ..... CY . . .. . .. . . .. . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . .. . . .. . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . .. . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . .. . . . . . . . . . . . _ . 1"WHITE BACK PAINTED GLASS CUSTOMSIZED ,t 41111111111111111111111 711111111111•11111.11MMMINIMINIIIIIIIIIIIIIIIINII: 111111111111101: I 11111111111111.111111111MIN W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BY NMF, TYP.WRAP AROUND THE RECESSED 1.4 11 li k 111111Si7kL S II( ::: .::. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . .. .. ... . . . . . . . . . .. . .. . . . .. SIDE OF WALLS TYP. ON BOTH ,.., ,,, alit REA Mai , 7 .... .... ... .... . ...... . .. .. .. ...... . ....... .. .. . .... .. .. ......... .. ... . ... SIDES ILLUMINATED \III t;i1 all .,..,,,,,,,,,,,,,,,,--,,,,,,,,,,,,,,,,,,................ C.' - \ . ... ...... .. .... .... ........ . . ...... ....... . .. ..... ........ .. . ... . . .. .. ... ... . ... .. .. ....... .. . . - .... ..... . . .... . . ... .. .. ...... .. ..... . . ...„ . ...... .-t':'.•:.t•I'' .•. : GRAPHIC PANEL 111.1 „,....„_.„„....„„________ ._________„„„........._ a • 7 \ m 111.9111111.: / DRAWING TITLE .... , . k.kg A4.04 ..., •,:k OPP\ ‘ IIII b ................,............,........... , mil mirittlatfarifflifir,,,,,,,,,,,pr :•er4, 1 co\ • • •- ..WftaftMift.,ft*?ft*ft*ftift*ft]..:.:,:ft,,ft,.....ft,,ftm,ft.,ft:,...i::mft ftftftKftft*:*ftft:Mi,,,i:Kift.ft**iftftft,:.::...ffi-.,...:.-5..ftft*,.....fti,,2i**:*ft:,...:.,,.,:.:ft..fto,.*ft:Kft:ftft ft • •/ ..:.• 2\ •'''',.i.:.'-',.:.,....-,':: .. ..• B.O. STOREFRONT SOFFIT ADJACENT 11- - -- -1---------- . , .., • • •• • :,:,,, _ • ••• :,,,,, / \ :::::: • . ... TENANT N. -•-••••• CI ..„-„----..........„„„-„-„„----------- „„------„„.......„--. „--„--........„-„............. •111.-V . .. . ... z . I i:•••••,:in niminnew 1 ADJACENT • . . • K , 0 / \ LIMN STOREFRONT LEASE LINE \,,' ve4 . _ . 6it tck.,.\\,M I :71 / \ • • • • :::::: ,, - ,•1 TENANT < / \ CLEAR FIXED GLASS BY •.'k -••• b MI OM MEM IMI___ML111%40.', 4 I CUSTOM SIZED . • • " .•tt..,.•t t•t•t, • • • ,\,.. i)0,•••-.17•0 ha, •4p,.7,-.1/4\-,, / \ . NMF, TYP. ELEVATION, MP CM1 •t.‘••40 4. - ..• -• I MIIIIII Nam miiiimg. 1 CMP CM1 ILLUMINATED GRAPHIC PANEL . ... / ..1 \ .:, :... . .. ,..-„ 3MM ALUMINUM COMPOSITE ENLARGED PLAN COMPOSITE METAL PANELS BY NMF' \\tItyNe.4.•..4.21/2111 IMIIIIIIIMIIIINMIIIWAAIIIILIIIIMIII all li III I:1144 i i•3/40 Pi.\\ 1 COMPOSITE METAL PANELS BY NMF • t / . . \ ••• • •- ... 1 e404, • .."*.A.',„ 1 BEYOND • •• • • ttt•tt .... , , . . ; • , \ ., PANELS BY NMF cmi Livahleminemmoimmimmionceimmmr-iimmowirdininimmenhommilimenmemionsallo.d. :\....,, j •..... .• .'].,•••• ..----"- •:':•: .' li.:: ..,.../. // , . . ...,,,.; ,/,. ,t, , I .. ... ,::.;::'.:1:•,:: •. .• •.. . AND RCP - . :, „ ,, 'H,P,':',. ...-. , • \ AWLIASPI DAERSO OF LEASE LINE 4$ (E)SIDEWALK FINISH I L, I 4+ Ilk I LEASE LINE NEW NEUTRAL CHANNEL REVEAL • • • • t,. • • • • • tttitt .. . „ i e. . i,.'.. : ,' . e....., \ \ e.. . ....,.; e, e,' ' . . . . . i i e tie; / , :e . . . ... .,., FNDPORTAL SLIDING GLASS EQ EQ 8'-0"OPENING . ,. / NEW NEUTRAL CHANNEL / / / / NEW NEUTRAL CHANNEL BY NMF -*' •• -.:t , . t . . \ ' i / . :,.••• • • • ""---• NEW NEUTRAL CHANNEL ,,,t •• • ... REVEAL BY NMF 1'-3",," ±27'-O 1/2"V.I.F. 6' 1-3" REVEAL BY NMF . .. . ,t, • ••• tttt , t \ / • •• ,.„ :„. • • .,, • .• . ,•:•,- REVEAL. BY NMF . / / • • .- :tt•.. t 1"WHITE BACK-PAINTED 1"WHITE BACK-PAINTED , \ / 7 :::::: • • • . . . . t \ ,,,, • • • :,,, . . . . : LAMINATED GLASS BY NMF 411111 . LAMINATED GLASS BY NMF / MAINTAIN (E) RATING AT SCALEAS NOTED- • ' • ' \ / .• '.•.• uu W 1...1 L..1 ' •:• i ii- 1 l'Eli . .•.•.• STOREFRONT OPENING PROJECT NUMBER: 51909 ,::5' .. . • • .,. \ / -J -JI Ill, .*;•* • •::;::: ]:: LU W CO . . 0 . \ / L ,i:i •• • '''''' • • • " 0.-0"DATUM < < < < T.O. FINISH FLOOR SHEET NUMBER w w w W j„.1'.-2"j9jr, /19 jr1 I- njr -I -J 8 Lim . _ 0 4111 A8.05 PT2 WB1 - BEYOND Immo A403b STOREFRONT PARTIAL PLAN SCALE: SCALE: 1/4" = 1'-0" 7 STOREFRONT ELEVATION 1/4"= 1'-0" 1 _ ILEASE LINE LEASE LINE 5/8IGYP. BD. BY G.C. FRAMING BY NMF F 4 l` ''\:;:: ::is":<:vi_i,;.:•<.i: eii' }yn:a:v:y .tiv}1.•,..d4UL.:.L:Y•.;:> l ? <\.v\id\\::}, W.IIIIMMENNEMEREISIII ALUM. ANGLE BY NMF EXISTING LANDLORD BULKHEAD EXISTING LANDLORD BULKHEAD : : . ,� :; > '?� :n ._< « iiiiiiiiihr, FIRE TREATED WOOD • .. • :i1111 BLOCKINGIZBY NMF ,......,..... ............... .,.. ,......,.....,...............:.,.......__.:,.,:.„:„, i ....,.....,,..„._...,.....,....,.....,...........,....., .....,..,.......,...._...,....,..,......,..%...,....,......„.., i 7,. iI F BLOCKINGBY NMF f ..4„.„..„:„..,..,.:.....•.„...,.:.„,........,... .....,...:.:.:.:.:.:,.:...„:„.:...:.•....._.......... . M. T BE TRucT rBY NMF C( 1/2"SSREVEAL CHANNEL BY NMF ALUM. • f yv DRYWALL REVEAL: FRY REGLET VPRZ-625 50 c� :i:1 FIXED GLAZINGASSEMBLY BEYOND ,:-:...n:}.. .:».,.;:..:<....':::;:<;.:i}:,• SS :...:...,....... PAINT TO MATCH J 4�iiiii:?:�iiiiv is�i:v:;�:v; :"•i:ti�: / GATE BY NMF • • I 1F;:::----''‘:::-------::--// / Q P. BD. � < ::»::<:<:::<:':: ADJACENT GYP. 11111061°1-gli BY „ FRAMING GC 3 LR. C BYN F M TUBESTRUCTURE TUBE STRUCTURE M ALUM. BY NMF ALUM. U S UC URE BY NMF RE DF R i Q O IIIIIIIIMIII..I v\. i})ii�+ .. .. HOUSING ........ .::. ...:.... . MDF SPACER BY NMFIIII <:> D SAC R �n\iii�:S:v�2 V I y ;a;}:i•:y'�iii;:::•,:{;:.:;;:•::�::iC i}}}i:-}}liii:i:}.::i5}:-ti::ii:C::4 SLIDING GLASS GATE ASSEMBLY OPENING :<.:.; .;:;'<.;':<..;:::::::::>::::i>:.}..•.;:...:}}:.;<}i:>i:.i.,:;i< :.:;:.:':::.;'.::..: 1"WHITE BACKPAINTED LAMINATED / 1 WHITE BACKPAWTED LAMINATED ::::::::.;:>:.,i':;:';:<:>:'>:•>:;}>>'<:.:'.>'},;:::•::;;; <:.;:,.:<>:«::;:.:>;:;;;::;a::;: BY NMF 111111 1/2" 1/2" ALUM. PLATE BY NMF r 1.' FOR EXIT :: t �::'� O ;w-::z>:z ;.>:.;.»>:»:�::::.:>:::;::...:i ;:;ii:�i:;.ii;::; :'_. � : GLASS ON FIRE TREATED MDF :: . ;I' / GLASS BY NMF ON FIRE >::.>..::r::>::>;: \I\ - ,............._..,...„..........„......„.„_.........,„„......„,„_._„_„_,..,„...........„ ,- (2)LAYERS OF I'i: BUILDING PAPER 0/(1) , - , 3"CLR. LAYER 3/4" MDO 2X BLOCKING ?v,... i' PLYWOOD 0/6"MTL. BUILDING PAPER AND . .. STUDS SLOPE 12 MAX FLASHING CAP BY NMF. „.„..„.„..... „.............„,...... ..I.!! , ,„,„„„,.... ....,.., •.---- ----- - -Amm".."`"-- ------ -- ''''' FIRE TREATED SHIM ...,, . -4-.7/ ,i 0 - ,.,. il Ri. : ,..• "I:i$. ALUM. KICKER TUBE BY NMF ------"11111111111111.1111111F-77---, .. AS REQUIRED BY NMF. A ....,.....-.......--....................--..., ,...,,,..........,........-,... .:...,,,, ,.........................................,. ..................................,....... , ................,.....................- ......- --- %.. . :::::::.::::::::.:::::::::::::::::::::... ............. .w.,.....-..................................- ..................................„..... ...............,............................ ................................... ..,. .......................................„.„ ..................„„..,................... .....,.....,..,...,.,...,............:„.....,..,.,,,..., ........................................... ............................................ ...................-.....,.........................„..........„... .............................-,..........- ........................................- ...—.......,.............-.............. -----------" -"'"------. ------------- ---- -. --- ..„--___...„-______„....... ________ ............„...., ..C.7, -44111111111i - -- TUBE HEADER FRAMING BY NMF. _____—_-_-___ ----------_-__ ----------"-"'- "-----"--------- ..........,_..,......,...........„:„.„,„„ „.„••••_.„-„.„.„.....„,......„.„.„-.„.......„._„„ N., ---- ALUMINUM CLADDING BY NMF. - ALUM. TUBE __ -------- x::::::0::,:iivmmimmii!*::::Ki::i.:i.:: :::m.:::iiniMi::•;wiiimag xi.,,i, •,:i STRUCTURE BY NMF VIROWWWMMOMPWW --'--- 1"WHITE BACK 1 • ,••••••••• ...„,,,••••••............:„_......._._._„„w„_„_.„.„„„„„____ ..• PAINTED LAMINATED :,i,i ,,;: 1,0,tRiiii,,a':,-""':"?.in---•-::•••giiiii gii•,:i:i:iii•W"--''-wimu .... „ GLASS BY NMF \ • _ 1"WHITE BACK PAINTED WIWIlaemqW"mIWK=WImuMm 4 t . N. LAMINATED GLASS AND WMROMM%RoMgffogmmggmmmMgaa 4" 1/2" SS REVEAL , FASTENING SYSTEM BY NMF. .. ... •,,... :. ,...,____-,--_______,-------______--- .... ‘ CHANNEL BY NMF ::::-.:•!:swii•mem-mo•i •:1::%aug:-Aiiiime.ofii?i-iii-AN 3"CLR. •I.I.I :•?: iir.-13E I' : Y NMF -• ,... CM1 ' , .. i, Algrallitir i \-:i_ (2) LAYERS OF BUILDING PAPER „... Ii MDO PLYWOOD, TYP „:: •-•: •:, ::,.‘,„1 ..,.. NI [ /1 4 3/4"x T x 1/8" ..s. _. , _.-„,... __ ALUM. TUBE BY NMF ...- .. c,:.;:,. • ..---A • , (N)6" METAL FRAMING Li I - - -:- .•a :-.'• "If,,i• ' I /1 \." =: ---- g 2 •••• /'••••••-•-••••••••••••••••••„•,_____________________.••_._-_,........•,___________________....._............ CM1 „ ,,. - -- --• - - , w ,• \-----Lj. z COMPOSITE METAL 4 960 Atlantic Ave. ..71 PANELS BY NMF ON Alameda, CA 94501 w cn 1/2" FIRE TREATED 510 865 8663 < MDF SUBSTRATE. w mbharch.com NOT USED 3socAiLLE0:,, 12 NOT USED SCALE: 3"= 11-0" 9 STOREFRONT EXTERIOR SOFFIT DETAIL SCALE: 3"= 1.-0" 6 STOREFRONT CAP DETAIL SCALE: 3"= l'-0" 3 ., Ili ili 5/8" GYP. BD. ON MTL FRAMING FRAMING BY NMF 5/8"GYP. BD. ON MTL FRAMING FRAMING BY NMF z .7.1 NOTE: z .1.-.1 BY G.C. BY G.C. w NMF.TO C..0. OR,D,.INAT E. L1A11-11 OU..SING WITH S\tTEEL AND w co (r) 0.- < STOREFRONT FRAMING. < ALUM. ANGLE BY NMF :1, ALUM.ANGLE BY NMF ::, ROOFING MEMBRANE TO n ROOFING MEMBRANE TO 1111 A.F.F.ii$ A.F.F.S FIRE TREATED WOOD *' , FIRE TREATED WOOD ., , _ TIE BACK TO(E) r------ 1 I T.O.(E)11-ARAPE TIE BACK TO(E) • . .• I T.6.(E) PARAPET .01 ; 4 , , BLOCKING BY NMF BLOCKING BY NMF ROOFING MATERIALS. " ROOFING MATERIALS. r....„ , ,,..... :e. „ „ •, Is , (2)LAYERS OF BUILDING PAPER /' I ',,----1 (2)LAYERS OF BUILDING PAPER Ne Np `‘..."1 ALUM. TUBE STRUCTURE :..- _.. /p- BLOCKING BY NMF ALUM. TUBE STRUCTURE . ,. ` i•' - BLOCKING BY NMF • . 4 I i 01(1) LAYER 3/4" MDO PLYWOOD I 1 I 01(1) LAYER 3/4" MDO PLYWOOD ..!5. BY NMF 4‘Willii ,....:•• ... , BY NMF .. ..:• . 411111111444444m1 i 1 I. i 0/6" MTL. STUDS ..- ,• ..- .• ,• ,- . . 0/6" MTL. STUDS rz.1 DENNIS HEATH 7...-.; , , ( 3 sa.1,11 DRYWALL REVEAL: FRYREGLET •.• .-. # DRYWALL REVEAL: FRYREGLET :*.: ..,z.• , .- : . • .— , .. . „ .. : .. . VPRZ-625-50 PAINT TO MATCH .... rr 1 1"WHITE BACK PAINTED . . . , . . „ r- 1"WHITE BACK PAINTED • ALAMEDA, CA • IIIII z ...: "3'CLR. LAMINATED GLASS BY NMF . . . . 3"CLR. LAMINATED GLASS BY NMF to)* 124.341 ADJACENT GYP. BD. BY G.C. 0 ADJACENT GYP. BD. BY G.C. 0 , .., ,, ,, ,, ,.i ,„. . / i . I , , / --. FR=_A,iINj I G - • " - " - - I-4 1/2" . , . / , / , I , ' 1-4 1/2" 4el < f•-• I I \ 0 , , , ..-. , „ -fre--- 1 4'4OF(Sik. ii.e.,. , - ' 1 i ... , ..., ..„ ...„ .... . ,. .. 3" C_R. \\— FRAMING ,----jr' k 3"CLR. 1 A / REQ'D FOR BY NMF I rPIN ' REQ'D FOR BY NMF " ••••/ ••••' •-f. •••••-• 11 /a .--. 4\ 1 . .. . . , .. .. MDF SPACER BY NMF I ! HOUSING MDF SPACER BY NMF 0 : : HOUSING ------ -- -• - , , • „- / s / / -"" • ••• ••••• ••••• -*** / / •• / / / / 1 I 11... ,• ..- ..• •• :- / ' ' ' • - ' • / / / ,• , , • . . .- , „ .• • • , / ..• \I\ i 1 1 - OPENING OPENING 1 ,. ./ •- \ . . 1- r , . .,_ .. . . . . . . WASHINGTON ALUM. PLATE BY NMF II , FOR EXIT SIGN BY NMF ALUM. PLATE BY NMF : • : FOR EXIT SIGN BY NMF . . .. . . . . „. ., .. .• . , . , -• - • / ' ..• .— „ „ . , . . , • • • - • . . 0 E., / / .., / , - / . 1 . 4 ' _ _ • , SQUARE MALL L fi, 1 i3mr. .4 . . . ... r EXIT SIGN BY G.C. (2)LAYERS OF BUILDING PAPER 4 ] 1 *.,„--3" CLR, (2)LAYERS OF BUILDING PAPER 9321 SW WASHINGTON COMPOSITE METAL PANEL COMPOSITE METAL PANEL 5/8" GYP. ..:___ „••••-' .„- 5/8" GYP. BD. BY G.C. ''-'7..../ 1,/ BY NMF BY NMF BD. BY G.C. / 0/(1) LAYER 3/4" MDO PLYWOOD ./ : 0/(1) LAYER 3/4"MDO PLYWOOD 3"CLR.I 0/6" MTL. STUDS 0/6" MTL. STUDS SQUARE ROAD i , 1'-4 1/2" 1-41/2" 4,L' SPACE #T05 1"x 2"x 1/8"TOP CHANNEL ALUM. TUBE STRUCTURE /- L A1"Wm 1 HN I AT TE EBDA CG Kt_APsAs1 NBTyE ND m F 1 1"\MITE BACK PAINTED PT1 ---N , . „ , . TUBE BY NMF Ids, — •„ PT1 — I LAMINATED GLASS BY NMF 1 / TIGARD OR 97223 1 CMI LIGHT BOX LIGHT BOX ' ' r 4 . . . P g ILLUMINATED CHANNEL 1 ----- ILLUMINATED CHANNEL 1.4/.. ' a. F / • i 1271/."40 / / BYGC 1 LETTERS BYGC • . LETTERS ALUM. TUBE STRUCTURE \ 2"x 4"x 1/8"ALUM. TUBE o.- •-• .,..L. .../- __ Lv.,,i, I.\ 1 _ \ REVEAL BY NMF BY NMF ALIGN I il f ii.:.,;•, ••-•" .' 1 11..: ii..., REVEAL „. I •,.... z • ISSUE / REVISION 1 ..4..,' ;-?,,i I I Li_ ,.., CRL PH20 PATCH W/N1301 I.....--i CM1 1 cmi ----I] I q INSERT BY NMF .., FIXED STOREFRONT GLAZING, .1 I 1 I I g 0 t - 1/2"CLEAR TEMPERED GLASS e STOREFRONT GLAZING, • - _. , , . . ,,,, .. f r .'" - - -' . hs,„,, , 12'-0"A.F.F. ii-iso - .;-•4 . -‘-:-......., . ii, - - 1T-0"A.F.F.Ah 05.19.17 SD ISSUE ----- '....................... ..........................„,....„.„—... . -, T.O.(NISTOREFROM-97 BY NMF CM1 --do •--I CM1 GLASS BY NMF 8 ...-iiiik•••••• •••4•ot:. ii:mmiu::,:.".•,:im,,i,i*:,:•.•*:,::-.,:,,:&,,•:,: ,:•••:•:•:::::, -. '‘.,„ ':'%Q'4 :. .7tM.:'.:MgaWnn':W.OftgMOPMg N. 06.23.17 75% CD ISSUE ' e III. ............... .................................... ..................... .....,......,..„.„.„.„:„.......,.,...... ............................,..............,...........,..... ..................................... ......,........... ....... ..........................„.... ......................,.............. .......................... ............................, ,............ ............................„........ ..................... . ...................................... .................... ...,............................„.._ cm 1 0 ''1;:::::j:i%:,;;;:i:-::;Z;::?:i]:.Z iZ .:::x:i::::ii1.77;i:ii*::::"7.7::*,..:7>7.7,774*ft .:!i;i;i;.;,:: :::;.:;:];ipi;i4g g t: ;i;ii;RAM=Q;;;;;ZMON,;::`,.•:;::.,:&,:.:.:.:: C M 1 HEAD DETAIL AT FIXED GLAZING 3sF.Aii..,..E0,, 11 HEAD DETAIL AT SWING DOOR SCALE: 3"= I-0" 8 ,,.....„.......____....,_........,:„....... ... ........... 07.31.17 PERMIT ISSUE cmi oggprpogi(oi40-0.prrre...i41: ::::====: ---qtm---- ,:•,. mommumm ;: .„• . . .-,i! ,'.. ...,..:Ai :iiimiiiri7:1!"Mil!M ....:.:: “,,..,,,„.: *". . -0, ....,.......,„ „ ,...,.,.,. ,....... .„.... ......... ..............„ .i...., -,,,. .. ....,......,. ,....................„,_ , „,..,.....,„,,,,_ ...„,....„........„.„,.....„,„„ 1/2" FIXED CLEAR TEMPERED GLASS ‘t \l‘ ...„.„.„..„......,„.„„.,.........„.„,„,,..„, ,., „.„.„.„..„,„.,,.,•,....„.„...„ ,,,..........„...„...,....„...„..„.„.„..........„ --------- • """""""""""" ------- .......,....„.................. .. ....................... ................ ••••'"•••••••••••••••••••••••••••••••••••• •••••"c•••".: ••••••"•"•'"•-•"•••••'":"••••"•••••••••••••••:-••• ••••"""•":""•"::::::•","•":••••••••••••:"-"; ---------------• - •-•-••••••••••• ---------------- '2!=t!'?.:!'*:!.:::::'r:"!'.:•:!"•!!:!.'7:*'''''.:•!::!.:!!!''!•"' '''''''''''''' ''''''''''' ................................. . ....... . ....„.„.._ _________..,.,_.„ TESLA SIGNAGE SHOWN FOR __ _______-______._____ ____ ____ ....„.„.„.„...,.........••...,.... •••,•••„••„„...,..„.„,„_._ ...„„:„.......„.„-,.....„--„.„„ "---------„,-----,-,-„- --,-------- TESLA SIGNAGE SHOWN FOR EXTERIOR INTERIOR I::IMIiI]iI;IN;;I;i;;I;I;Ipi;I;IiI;I; :; I;I;I;I;I;I;I;I;I;I,I;I;I;•:;:;:;:;:;:;.,:: :::i,::y,i::::•:•:•:•:•:•:•:•:•:•:•:•i•i.... .:•i•i•.,•i•:•:. REFERENCE ONLY. SEE WiliMiWOMMI]:Iii:440M0=MtftmftIM REFERENCE ONLY. SEEAMIli EXTERIOR INTERIOR g); _____________ . ___________---„,„.... ...„,......„.„......................... .. .........„...................-_______-_,„ . _ 4.02 ., _ 02 CRL DR1OSBS12CL 10" BOTTOM / GRAPHIC iiiIIIIMI:::]IINIIIIIIIIIIIII. :MIIINIgIiIi::::M Mf•Ii :"IiN:IiI:IIgiIiIMI•:: _-___,_,..,...- / GRAPHIC IIMENIMIIIIIIIIRIMI W0N2iMiM•"1":%:•:WAV:'; SWINGING DOORS BY NM STOREFRONT BY NMF BRUSHED STAINLESS STEEL BASE DOOR RAIL BY NMF PANEL 7 datimia:- mmumiiiiiiiiiimemon. PANEL (CRL#SR4SB3812SL), END CAPS DRAWING TITLE (CRL#SREC4SBS WTI-4 20 GA. #4 BRUSHED ...,....„.................____ .. ..,..........„....„..„,..„„..... _______ . _ „..,..............„.„...„_„,.......„.„ ,• ..„,„...„„:„.„.........,„:„,...„...„.„...,.......„...... .....:_.,..i......77:;__. .... ......:„.„....:77: 77.77..T: STAINLESS STEEL CLADDING BY NMF .'9, ellEMIIII MOMI1X64.811108M L) 4POINIPammgp0MeMPOMIRMA S.S. THUMBTURN AND Laul ••••••••-••••••••••-"'"••""' "" •-•-••••••••••••••••••-• NIMEMI, II inittineggigtag, ......,.. ........„„ .. .......................... ___________._. „.„.„..................„........„- ... .. .....„.„.„.„.•••••••••••„.„_,..„..„.„,„„„,„„.„:„.„,„„„„:„:„. ___________„„.„„,.„.„.• ..„......„..„.„.„.„..„.„...„,..,..„.„.,„.„...........,....„...,.......... „....„.„.„.„.„.„........„.„„............. .....,. ............... ............................ .................................... ......._„...„,„............,_.____________ __________________ _______ ____..,........................... , SECTION IRCAIDr '''-tg I LOCK HOUSING W/BEST 3..:.:,",,RIAimmag: •:,::=::::::,:::,::::m&x::::::::::::::mm$::mx:mim., ..„......„.„„„„__-___. . _ "----_____-_____-__• 7- 7PIN REMOVABLE CORE CYLINDER BY NMF ' i •••••-"•••••••••••-•••"••••••••• •••••••-•,•••••••••••••,..,,,,,,,v•v••NV Viii,."., ---------------- -----------...:.7.7.-..:=.f.......7::. ....,...,....„.....,............w....„...... ...:„...........,...........„.„.... ........ ..,.........,...,.: _____.............„......,.._.„......„...,............. ........ ....%.........,.... ..........,...,..............,:,,:v............w....,..,,...........:• ....••.,%v... .....••••••••,....., DETAILS ,_„ ..... . ...... ............... ......,.,............ .„........... ...„.„...,................. .............„......„__„. ------------ --------- -------------- 0 ...... ..................... .. .........„ . , . . .................. . . ... .............. . . .. . ... ............. , . „ ........................ ,........ .. ................... ..„........ ............. . .......„.....................„..... ........_„................ .......... .............._ ........„.......„.„.„.„.„.,...„.....„.„.„.....,.... ..,........„...„.„...,........„,..„.„.„.„ ........„.„ .„,..„.........„...„...„.„ ..„.„.„.„.......,..,......„.........„...,......,„ .....,.......„.„.„..,.....„.„.....„.„.....„,„.....„.„„...„„.....„.„.,.....„.„.,.. ........ ..........,.........„. ................................„...........„......_ ....,... .............„.„.....„,... ........,...,.......„.„....„.....„..„.„.„....„...„...„.„.....„....„.„...„.„.„.„... Cio ..,..,.................„,„_„..,... ,..... ............. ... . „ .„. ...„, _ _ . ___,___._..... ______ .........,„.„.......„................ ..„...„.........,....... „....„...... ......,..,.,... ----------------- ------------- ---- -------- - .--------Aw: . . . . SWINGING ENTRY .„,...„_. •______„„.. __________,--"-____"--- EXISTING LANDLORD • d d • EXISTING LANDLORD . 141('I. k • CONCRETE SLAB i A . a --"""-- "--""""""..".. ------- ------------------- cr-0"A.F.F. .ii ....-_,_,.... . - -_,- 0'-0"A.F.F.4) CONCRETE SLAB 4 . %MI WI. • I . '.7'. ,,,,:. .1'." . < . , . 1 . i •40' Illr FINISHED FLOOR . ...........„:„....... ........_. ...,.....,.....„,„.....„....„......„-_,......, • 4 . 4 • !i-ni!a'am.. : __ __ .. ............. ..... ...... ..."---- ."""""• • . SCHUELTER STRIP NII.IIIIIII.II.INIIII,IIRIiiiIiI.IIIIII!iI.INIMI!; -4:::i&idk.ogi mim, ,.*:.,,,i*mx.,:f:::*:ftm:,mom:msi:: SCALE: AS NOTED . . • SIDEWALK 1, PROJECT NUMBER: d . A < . • TRANSITION TO MALL 4 A <1 ' . .' • -• • • .. A I , ' •. SIDEWALKS . - - - 51909 . .. - '11 .• • FLOOR LEVEL . . . • : - -.• - • . ••:,..• • = ••••.• -• • 1 • ..• •• '. ' • . ,, •• '41 .... . FLOOR LEVEL :t. :4'1.* ') , . .. . . . . '4 • ' • - . ' . " 1 • ' ' • • ' / PORCELAIN TILE, SEE PEDIMAT OVER PORCELAIN TILE, SEE /PEDIMAT OVER ...."...-.. I FLOOR FINISH PLAN PORCELAIN TILE, SEE FLOOR FINISH PLAN PORCELAIN TILE, SEE WI31 PT2 I WB1 PT2 SHEET NUMBER FLOOR FINISH PLAN FLOOR FINISH PLAN 8--.' 8 I - (A8.;5) (A8.05) , - - I BASE DETAIL AT FIXED GL u 3"= 1P-0" 1 0 I BASE DETAIL AT SWING DOOR [SCALE: 3"= 1'-0" 7 STOREFRONT SECTION ISCALE: 1/2" = 1'-o" I 4 STOREFRONT SECTION 'SCALE: ___ FlikiViiiMEINNINERENilnippiniqi.10* Plipipapinpiplapiatration i'fziMMiMigi'.:.‘:.' i:i,w"'"••••'"-'''''''''' 53:q;:.:imp% = mii,m900)- NOWNOMPEA Apikeptegiiiiipm PaipanN INEMEREMPARENEMilleig pliiiiiilipainpagninippr li:tiggiliffilliniplipillin tilliCp.MMIIMIMMIZZeig ---.... --,,-: .:.. .,..::.,,,:.$. ..-'..•:M: ';.M.:.::::. :§,......,..,:.:,,i..,:im 1111„EirraCtsii,,fi.,,r,=0:qmkom lippiRipmgmagimpmemon n , U 1,H 960 Atlantic Ave. Alameda, CA 94501 510 865 8663 mbharch.com EXISTING DEMISING WALL EXISTING COLUMN \ I BLOCKING AS REQUIRED GYP. BD METAL STUD FRAME BY N+: _, • *.$)1 e ,r, 11>„ NEW COLUMN, SEE 1,---- r.z., DENNIS HEATH C.1 STRUCTURAL COMPOSITE METAL — —..-- = 'ei*I.11-. .--3 c m 1 ) PANEL ON 1/2" FIRE • ALAMEDA, CA • TREATED PLYWOOD BY I i,,X) 1241/it NMF r LEASE LINE 417 e OF a%i { i I. . n I ADJACENT TENANT WASHINGTON 1 --- SQUARE MALL - - EXISTING DEMISING WALL 9321 SW WASHINGTON I I . (2) LAYERS OF BUILDING SQUARE ROAD PAPER 0/(1) LAYER 3/4" MDO PLYWOOD 0/6" MTL. SPACE #T05 LEASELINE I STUDS TIGARD, OR 97223 NEW COLUMN, SEE , BLOCKING AS REQUIRED STRUCTURAL 1"VVHITE BACK-PAINTED . LAMINATED GLASS BY I NEW REVEAL CHANNEL NMF BY NMF ISSUE / REVISION : . ', ;- ... ._.,,,, 6" 05.1917 SD ISSUE "jr 06.23.17 75% CD ISSUE STOREFRONT DETAIL SCALE: 1" = 1P-0" 2 07.31.17 PERMIT ISSUE _ - S.S. PULLS 1/4"GAP GLASS TO GLASS 6 7/16" PATCH DRAWING TITLE / 111111. . I --I- 0 I ------T ....._ 4 F STOREFRONT 4111111111111111•111111111111111 M411111MMI NM 1/8"GAP AT BASE 2 5/8" DETAILS - -,4 • • --T SWINGING ENTRY S.S. THUMBTURN AND LOCK HOUSING W/BEST 7PIN SCALE: AS NOTED REMOVABLE CORE CYLINDER PROJECT NUMBER: 51909 SHEET NUMBER _ . . ... SCALE: PLAN DETAIL AT FIXED GLASS TO DOOR 3"= 1.-0" 4SCALE: PLAN DETAIL AT CENTER OF DOORS 3-. 1,_0- 1 A4 . 04 ,.. Alk\ .0.- 38-m.4, A.F. 10 ± F iO „............„.......„,..„...,........................„..........,„,..„...„.„.___„.......„.....„..„ ti` ( 0 al TO PARAPET MilY 0 (...)(?) .v 3:tii Y. 1 4 \INV> a A 8.01 a ____r_4,_______4__ ‘ % --, .............EM LIGHT 8,OlEM LIGHT EMERGENCY LIGHT, REFER EM LIGHT YP. uoN. 1B51-10"-± . EXISTINGEM LIGHT L ,... , MONITOR O ITOMONITOR R TOELEC. DRAWING. MONITOR DECK PT6 i I MOTION DETECTOR, — PT3 f� PT3 PT3 0 O ECT o 1 11 SEE ELEC. DRAWINGS � � '� ±12—0 I • f _ Q5 { :.a 101-9"A.F.F. .0111011111,1 niftib STOREFRONT :>- ,,,,'_ v< « B.O. ENTRY :..:. :i'�-`isii::::`.i`C`�S_{vet::v::::::::•,:�:•�ii}��::Vi:S:i?t'::vT FF 1 2 DESIGN STUDIO I SOFFIT OPENING :::>;> : ".:.,:.. .,..... ...., ..... 1 ..k,.? rr 1 1 Ir 1 ..,,:„...:„,:,„,„:„„,,,,,,,,,,,,,,„„,,„:„,„,:,,:,:,,:,:„ ..,,...,.,?..�.. is ... ",.... -per•- k:;'.:ttttt k:::;,`+.v.v ?:.v:v.•v T.O. PANEL TESLA SIGNAGE . �.::::::.•. :+?tiiiii ii i:Cii� ii: :?::•.�:�:}iii .�...:.i:i}i: .. ;:.:;.,:.., resLA SOLAR 1MERWALL ::.::...n..::v..: ..:........ :.vv....n,, ' v.::::%i:i:::::?'•Y.;tii?7::3;:: :;:?:;'::�vi7:?::ii:.?::iiii:CiiSSi:i:i 7?i:i;;::: Oka b:••.{a:•?';; ; ;.?i'::.:::^.;;:•::ii;:o-i;{•i;i{<.>:.::;;.i;ii:;:o:a;i;:; : •~;:o;»?:;<;.;x.?::.;ii:i.i:.?,: R LP I , FOR REFERENCE ONLYNT O O NTY .•'.:Q::Si;;:?i:3:i:::::iiiii:{:};?:iii:{Y ?�i::••,•:;???ii:iii:�::�iiiv:.?:•• :.v.::.....:n M�Iy �� '! 'vv... :: �':':...i.::.viii:� iiY.is:;.:.:.... ..................:,.,':�;.;it::,v4r �:;::.::';{:;::i;Ji::}:;i:via:•:i•: :a:a;i .x:vv:. Aniii ;`.u;Uv ! .........:.... ;;,.,•v.,•.::.,.::.. .::...:.:+?�'.::: aas:;a?:,. :{asax<i':Zii{t3:i`:�>ii?:i:Sii{ii:::ii :isiriES`Yi : ;?;.}::; %?:.:Abk :i:::i::i i>`':::r: - - ^:\.4+i4?i?: .x--- ..,.vA... ..,:.. •2 :.-„_ ...n•<3..,.v..,. - was E:I+y• E 'Mao-:.?,ri: 1&2 '4.03- Mmiiiiiimiiim �.:/ mom. mom, ::> •<:::{:{:>: OPP. ;w: Y ?.! A4.03 ia'•'� i:£i;.,....i^iii;"`: ..,k 1-1 O - •vxo;;:?; 1,15 HAND ''"`' i O i i oo w: x) \ni /; L�® ���� 80"H1GH HI GRAP C PANELS S i 4:3: ,�i3?l?:•?v:v.?: TYP, U.O.N. t{i - PT6 -�' F€::>.::>:::.:::i=:i:: > :•?:,,:::':,,e: I .•,•,,.•.„••.„,,...„.„................,......,...,.............. ,... , PT2 --'"''- PT2 -�''""r PT2 --'"'"''� � PT2 PT2 PT2 , m : * "'�� . D ---- •- - : - :mp,k,,,,,,,! ,,,,,,,..,,,,,,,,,,,,,,,,,,,,,,,, olio 0'-011 DATUM •mo .i T.O. FINISH L00-` `. - .mmis0 arm low .r. 4,41m.rm iss. I >� EQ EQ •...... / / AI Alh PT2 WB1 © SIM Alkmom q_ All% OPP. PT2 2 WB1 960 Atlantic Ave. A7.0v,), A7.04 A7.03 A7.04 A7.03 Alameda, CA 94501 12'-0" S 12'-0" W 9'-0" G 9'-0" O 12'-0" �� D12'-0" Q12'-0" G 1A8- 05G / / / /_ r / / / / / 510 865 8663 SOLAR WALL POWER WALL CHARGING WALL GRAPHIC WALL DESIGN STUDIO GRAPHIC WALL CHARGING WALL GRAPHIC WALL mbharch.com INTERIOR ELEVATION (SHOWROOM) SCALE: _0,, 3 cNOTE: G.G. TO NOTIFY OWNER AND ARCHITECT IF ANY DEVICE NOT ALREADY SHOWN ON 2'X2'TAPE-IN FRAME DRAWINGS NEED TO BE ADDED TO THE411 , i SHOWROOM GYP. BD. WALLS, GYP. BD. t !. 6 a CEILINGS OR STOREFRONT COMPOSITE ; METAL PANELS. . C,, ) 4 4 15'-10 ±A,F.F. - ,`, 15 10 ±A.F.F. DENNIS HEATH B.O. EXISTING B.O. EXISTING DECK iGYP = 43.1.11' ''3 DECK - PT1 -� -'- ---- PT1 SIGN TO READ, "THIS DOOR TO REMAIN o ALAMEDA, CA w BEYOND • UNLOCKED WHEN BUILDING IS OCCUPIED11 41),e 41 1 2.13111t , PT6 • PT6 444: i i a:.>ih }�v? CM1 COMPOSITE METAL PANELS ti 1E , '..'. a S�'Cv`.v..{v. • \E: v\4 ti•.:�;>'�:;`.i;:ii xx ...vv,vt t;v �' `�Y .d;.hi;:kti :•a.\,•.,.�,:::''�\,k:i\;kkS�:vvys��b:: 4,,.?kuau"r':.,..,,,•...,, ,v:';\i{';;;,;:"i` 00 igi i:3::iii:?:•ii i?: :?:ti{iiiSi:�i.'3$:3:3'Sii:?7::;!':i?i�'Siii:vii::i. �k:'v;i.;i:i ............::.::.w::::v.:...::::vv....:::::ii...:::::::::::::::::::::::.v::._.v..::::::::.::::::::::::....:::::::::::::.....:.....�..:..:.:................... n;?::�:i:�ii:i}i is :............................................................::..::..,.:............................,......::...v.:::,:v.::...................y....vv..:':::::::::::............. .::........,......:n�i:?i}i:;•i4::n:}:}i.v...................n...:...b.;..:.,. iiii:::.i:...,,..::.. :ii:\:.:;::;:j:::::\i;`:':}yiv�::ti.:h v,........ ...:.:...:n-.:,:.v:::::::::_�_�::::.........................................:....:..::..:v..:.v::...,............................ ....v..._....:.::.:...:.. ......:.:::.v.:n........vy.4::.;.iii'.?n.........-... ......,.... ........... 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HEADER B.O. ENTRY ��� <»<>'' I OPENING ,.-�~ < " WHEN IN OPEN POSITION. PROVIDE STOPS <' WASHINGTON I 1 SQUARE MALL 03 EXIT SIGN f :=>. ti SEE ELECTRICAL DRAWINGS 9321 SW WASHINGTON ., 1 , , , SQUARE ROAD N ` - CLEAR TEMPERED FIXED GLASS «<€ :ii7{{:: BY STOREFRONT VENDOR, TYP. SPACE #T05 TIGARD : ::;i. OR 97223 PT6 I PT6 --� _ice::::>[€>> > ?>s " — CM1 NOTE: f` .. I • CM1 I r €> ;° G.C. TO NOTIFY OWNER AND ARCHITECT ii::iiiii::i> <Siii>::ii::i: -. . - ..} ` r'----- ----__-- ':' IF ANY DEVICE NOT ALREADY SHOWN ON 0'-0" DATUM 0-0 1 i _t 1 --� _ t 'J t f_: T.O. FINISH FLOOR T.O. FINISH •• -" MBI QRAWNGS NEED TO BE ADDED TO THE FLOOR MB1 __,7 4" H. BRUSHED/ 11 SHOWROOM GYP. BD.WALLS, GYP. BD. SEE DOOR SCHEDULE CEILINGS OR STOREFRONT COMPOSITE ISSUE / REVISION / / STAINLESS STEEL BASE A8.05 PT6 WB1 - PT6 WB1 - A4.03 METAL PANELS. 05.19.17 SD ISSUE 12'-0" G 14'-4" 12'-0" G TYP. / / / GRAPHIC WALL GRAPHIC WALL 06.23.17 75% CD ISSUE { ) SCALE: 8 INTERIOR ELEVATION {SHOWROOM) SCALE.0" 2 07 31 17 PERMIT ISSUE INTERIOR ELEVATION SHOWROOM 114 - 10' I.4 . 1'- __--_ r , i .__________'''' (E:LeD PT3 ABOVE GRAPHIC I St PP 4aSECURITY CAMERA 41) ) 8'-0"HIGH GRAPHIC PANE SECURITY CAMERA EM LIGHT A8.01 TESLA SIGNAGE, TYP. U.O.N. CAMERA MONITOR CL OF ALL DEVICES CAM A SHOWN FOR .^_ , $ 15'-10"±A.F.F. SEAM CL SEA REFERENCE ONLY. B.O. EXISTING DECK CONTROL POINT I PT3 ----i.- � PT3 --------- PT6 f- PT3 - ----- PT6 . a.. .. .mi. ....♦ 1 11 i 12-0 I I B.O. SOFFIT :::.....:. . .. ::: : — - - - - — — '':i:<'' :> { — — — — — — — — — — — — — — — — — — — — — •�• — — — — — — — — ♦ DRAWING TITLE T.O. PANEL \ / \ / 1\\jjj •' 1&2 l A4.03b OPP 1 HAND `:....:,.s `�<>?s:s ::: PT6 f :4:h;:;,3ii:: : TESLA SIGNAGEimmi � "' INTERIOR iximminowF R AI SHOWN O ><I OPEN OPEN TO OPEN TO iiiV.:,: 4 .3�:::: REFERENCE ONLY •4.03a �:::�:,.:{;;,,:.;:.k ,,i:A :: ELEVATIONS C ,y A OWNERS O RS •�����•``• PT6 : .,.. +;;:?vitt:o-r{:•.:.?r;;.?•.?o-aa\i.:; LOUNGE LOUNGE ,,>{;>a:a; :i:' k .:..:.::: .:.:4 ... �.. SHOWROOM 1&2 , v'%; : , +.h h.. v:?v:.v:.: :h<ia . ................. OPP. 4.03b HAND ;;: ;;.:.i:;'i. .. 'Y;:.i:..i PT6 �/ �-e•' A J / \ J /� :is?: i / \ PT 1 PT2 PT2 J PT2 2 PT2 ::..vin;v7v ijik••::::.�: ,..„,,,,„,,,„,,,:„:,,,,„,,„:,„:,„,:,:,„,,„,,,H,, 1ALE: 0$0 0 0 DAT M SC AS NOTED T.O. FINISH FLOOR t ...........�;;:::>,.�;1 ':. • PROJECT NUMBER: 51909 7i \ / r r - - - - - / 31-0" / / 31-0" / / 31-0" / 2 a ♦..- _ ,.. ... ... �.. NOTE:G.C. TO NOTIFY OWNER AND ARCHITECT IF ANY DEVICE NOT ALREADY Th PT2 WB1 -- 8 PT2 WB1 - PT6 WB1`-- A7.03 1-11A A8.05 PT2 W81,- SHOWN ON DRAWNGS NEED TO BE ADDED A8.05 A8.05SHEET NUMBER TO THE SHOWROOM GYP. BD. WALLS, GYP. " {` }/�/ tl " "R 1 " " ( " ( ---4 12-0 G 12-0 GW 6-0 C 1 9-0 GW 9-0 GW 9'-O" €-4 12-0 \G 12-0 BD.OCEILINGS OR STOREFRONTPANELS. / GRAPHIC WALL / GRAPHIC WALL / GRAPHIC WALL / 71 GRAPHIC WALL / GRAPHIC WALL / / CHARGING WALL / GRAPHIC WALL / GRAPHIC WALL / - COMPOSITE METAL PANELS, • INTERIOR ELEVATION (SHOWROOM) S4ALE_0 1 A5 . 0 1 ::.4.:.0 .i::y.i::�:iii:v}::•'':y�f:�:,:;:t:;::;'�?::j+:;:i:':;??:�::?i.'::':�:::::::�,?T:::;,i;:j:•(;>::: ROMMIMERNMENRMERMIElig }}�� :i:iv:;:i;:;Y;;:y•, - \�:�ii::::::::iii'�vi?ist"(�::::;:::}'\::�:::::v:viY}::?4:�ii::�:::?':i'::i::!:<}''LT:- 'v:.. NOTE: NOTE: = G.C. TO NOTIFY OWNER AND ARCHITECT G.C. TO NOTIFY OWNER AND ARCHITECT IF ANY DEVICE NOT ALREADY SHOWN ON IF ANY DEVICE NOT ALREADY SHOWN ON DRAWINGS NEED TO BE ADDED TO THE DRAIMNGS NEED TO BE ADDED TO THE ,,< . H BD.WALL PP SHOWROOM O 00 GYP. S GYP. BD. SHOWROOM GYP. BD.WALLS GYP. BD. P P CEILINGS OR STOREFRONT COMPOSITE CEILINGS OR STOREFRONT COMPOSITE ;.::::.:< iiii•`.Ti:'` '•i 4u:i::\L:ut:,C,ti i::)ii:Jih:;:�::::::T::<•: ..:?'v:n:i:::}:,.:.i:-:?:45�.;.:::'id: METAL PANELS. METAL PANELS. :. ...;. k.< 1 1, 15 10 A.F.F. . 15.-10"A.F.F. B.O.A T EILIN O C C G B.O. DECK sminimimmaimiiiiiivi:i i:;i;2id.f <:i ii%E<%iii-'.tom;:::% .h+Y \...viii i;?%:;y' :i.:•:•::;::w::i:ii+�i'iii:":�:?v?;;y:;:$:%':,'•.'i:+i�;�:;+.i�:;:j?:ii,is ??.tii.:i'n?+':`;`'^?ii::; „4'i;:::::•v':i:�^is i i::i:i::�i n}\:yi?:i: .•E PT3 w°s:'?`S'is?'i.'•.'•::%3':i:?'i;;:;:?;;;:;:;'.`:>:;:;::;y;:ii::;?j:::s, .:;":':%':::�`��::;i:;;`y};^::yx:x:`: 11'-3 A.F.F. T.OGYP. BD SOFFIT 10.-9"A.F.F. T.OOPENING T, r A.F.F. • T.O. GYBD SOFFIT —I' I ti�t�':>:�;'v•;::';:ii:�i :' ii :ii$s:::?.:i::::?'s:ti:> \ : / 0 ,„,,,:,„..„„,„„„„..,,,, ,...............................,..,..,..%.„............,....._____...........,„..., ::::>;::a>'<.':• 1 , I' P . `:??riYii:•?\v??: ?v.'1 \ <s.i:ii•:,::1i.'}.�'S+vf' '`ti`.�; :u\\>u22.ii:"$}?:}[.:i}}`ti ?ihW:i 11 , 0 10011A.F.F. r — .• \— / . 1 11 F. 1 q-0 A.F. PT2 PT2 =>'s € : .:• B.O. GYP. SOFFIT ":i""""""' B. YP. SOFFIT • l.. ; 3xo: siti 4.,.. 'i'::•:::i"P#;iit �'si':;;: r` 28}? "`<i " ' iiiii;i`g / - / - / / / PT6 WALL SCONCE OPEN TO OPEN TO CL \ ± fa— , • SHOW SHOW CUNTERTOP BY ROOM ROOM MILLWORK VENDOR / \ / \ N / \ / \ to o11 0'-0" DATUM / \ , `4a'-a" DATUM . T.O. FINISH FLOOR -- T.O. FINISH FLOOR '1. WB1 PT2 COUNTERTOP BY NN-- WB1 PT6 : 960 Atlantic Ave. MILLWORK VENDOR Alameda, CA 94501 510 865 8663 mbharch.com INTERIOR ELEVATION s4ALE-0 INTERIOR ELEVATION SCALE_q 3 -- PT2 NOTE: G.C. TO NOTIFY OWNER AND ARCHITECT IF ANY DEVICE NOT ALREADY SHOWN ON DRAWINGS NEED TO BE ADDED TO THE `0,1 4 15'-10"± .A.F.F. 15'-10"± ,A.F.F. SHOWROOM GYP. BD. WALLS, GYP. BD. ,'-- *1 , - , 0 B.07DECK — 0 B.07DECK CEILINGS OR STOREFRONT COMPOSITE ~''° METAL PANELS. 7,„ ‘..A___„‘ CI DENNIS HEATH a ALAMEDA, CA o IPM9•114 1.4,L1.- GYP. BD. CEILING 40FQkl, 1 q'-0”Cilli — GYP. BD. CEILING 2 / CANVAS GRAPHIC WASHINGTON PT2 J BY OWNER - - _ 70" WALL SCONCE SQUARE MALL 9321�+ SW WASHINGTON SQUARE ELEC. OUTLETS, QUARE ROAD r� REFER TO :n > ELEC. DRAWINGS. SPACE #T05 " SFru \�"':---- COUNTERTOP b TIGARD, OR 97223 N 0 0'-0"DATUM 0'-0" DATUM d N �"J T.O. FINISH FLOOR T.O. FINISH FLOOR . , EQ. EQ. WB1 PT2 WB1 Ct '` . 11'-3" PT2 11'-5" ISSUE / REVISION / / / / 05.19A7 SD ISSUE 06.23.17.,:....�...r..._���n:.»"µX�_n_�_ 75% CD ISSUE SCALE: SCALE07.31.17 PERMIT ISSUE INTERIOR ELEVATION 8 INTERIOR ELEVATION 1,4,1 . 1 : 2 - NOTE: -- PT2 G.C. TO NOTIFY OWNER AND ARCHITECT ' IF ANY DEVICE NOT ALREADY SHOWN ON DRAWINGS NEED TO BE ADDED TO THE SHOWROOM GYP. BD. WALLS, GYP. BD. 15'-10"± .A.F.F. — 15'-10"± .A.F.F. CEILINGS OR STOREFRONT COMPOSITE 0 B.O. DECK 0 B.O. DECK METAL PANELS. 11'-3" _ DRAWING TITLE GYP. BD. CEILING 10'-0"121 — GYP. BD. CEILING 2 . CANVAS GRAPHIC A8.02 • BY OWNER PT2 INTERIOR WALL SCONCE - ELEVATIONS \- OWNER'S LOUNGE ELEC. OUTLETS, DUPLEX NON-SWITCHED, �' ,� NELOECTDRAW NGS R TO N - \ u T.Ra, u COUNTERTOP / - LLlliill —0 0'-0" DATUM `�' 0 a'-a" DATUM N N SCALE: AS NOTED T.O. FINISH FLOOR T.O. FINISH FLOOR �` i PROJECT NUMBER: 51909 II EQ. EQ � WB1 WB1 PT2 q_M_ PT2 11'-3" 10'-10" SHEET NUMBER / / / / INTERIOR ELEVATION SCALE: 7 INTERIOR ELEVATION SCALE: v:::.vv:}:..........:::::.�n�ivvv:....--^ ••••:•:._iQii\\\iiiii}iiiii:ii:•iii:�i:.�;. 43:nii5 C`• ONMENAliiiimiili 'Ji ii:vi5i '-;•:L�:i:��i::r'p:�i:�:ii:-`jj'iv ivv:iiJ+�:1:::::Tii`::}i:i:}y':v ijiii:': ;.;_kai';:,:ii:bmw:M.:,,,„,,„„„„,,,:,,„,;„,,,,„„„„,,,,,.„,„„„„„„„„„, k.s,„,„,,,„:„„„„:„,:,,„„,„„,„„.„.„,....,,,„„„,„,,_,..,,::„.„,..,„„„.„.„,,.„„,,,,„,,„,:, . # fat%; Y$'v'r:.:}!$j�iiii}Y��<ii.'v`:iii"r:::�:�:?:3:�:Yisi'f�i::is�ii:�......:...::..h.v::..:.:\•::.::�:.wnv ):�;�:Tii:i ::::i'::<T:CCvi:�i:`�i:�iiiil:j:i i':if?4iT:-is4iiiiiii:-:i2?:?ii�ii-?:<::,�'ii:::~:::�::::{ii: •' D „ - 960 Atlantic Ave. Alameda, CA 94501 510 865 8663 mbharch.com IN , • ,4 A8.02 , '? / - PT2 - PT2 TOUCH11D CtOF DOOR PT2 KEY OK BOX RAC — PRINTER PT2 PT2 w DENNIS HEATH SCREEN PT2 1 — AED &02 BY OWNER 6 . 'o l- y SHELVES PROVIDE BY 9'-0"A.F.F. e ALAMEDA, CA e SHELVES PROVIDE BY IT5 CABINET MILLWORK VENDOR MILLWORK VENDOR, TYP. - ` B.O. A.C.T. 3t COUNTER PROVIDED BY ► EXIT N COUNTER PROVIDED BY 41X0' '� 'I Q; � - - MILLWORK VENDOR �jlon o� MILLWORK VENDOR, TYP. - - - - - - - - - `LL OF COORDINATE GROMMETS TO CENTER ABOVE 6" COORDINATE GROMMETS TO ' • '' CENTER ABOVE OUTLETS, TYP, ....... OUTLETS, TYP. �' I // FIRST AID L p QUAD OUTLET FOR a - Irwii CABINET � `� _ I _ TR —' —'MISC. CHARGING, TYP. ' \ �- �� I I o MISC. CHARGING WASHINGTON ELEC. OUTLET WITH , amu,' o i c"• / ELEC. OUTLET WITHI < SQUARE MALL Ll V, Si 1 USB PORTS, TYP. cp CSI 61 GIa Cil a _ " ,y _ USB PORTS \., i•,._ EQ E / `� iv T b ® ® FILE CABINET, TYP. \ 9321 SW WASHINGTON FILE CABINET, TYP. ��� -- -- -- -- - — I 0-0 DATUM SQUARE ROAD LIGHT Imi 1.0. FINISH FLOOR SWITCHES SPACE #T05 VB1 — — VB1 VB1 PROVIDE WATER LINE FOR WATER COOLER, VB1 — ,_ TIGARD, OR . 97223 / 2'-8 7/8" / 4'-0" / 4'-0" / 4'-0" / 4'-0" / 4'-0" / SEE PLUMBING DWGS. 2'-7 1/2" 8 3/4-Y-8 314/ 1'-11',� 4'-0O 2-8 7/8 A CL q. q. q_ Gt Ct Ct Ct Ct CL Ct 0 ELEVATION 0 ELEVATION 0 ELEVATION 0 ELEVATION ISSUE / REVISION 05.19.17 SD ISSUE 06.23.17 75% CD ISSUE SCALE: 07.31.17 PERMIT ISSUE INTERIOR ELEVATIONS - OFFICE 1/4.,= 1-0" 2 ________________________________M________________ — PT2 — PT2 — PT2 — PT2 10'-0° _ IT RACK B.O.ACT DRAWING TITLE ELECTRICAL ELECTRICAL SESECCURUR/ITY PANELS PANELS BOARD ___ � r, / , SECURITY 6„ \ PANEL LETS, REFER TO LEOCTTRIGALDWGS. INTERIOR FIRE ALARM ELEVATIONS - � RELOCATED // LIGHT PANEL RELOCATED TRANSFORMERV � - SWITCH TRANSFORMER _ __ . f DRAWING E -- -1 IT / ELECTRICAL I I / / TUBE I I AND OFFICE I / i I I - I �I,l i co 1 1 1 t - / f )' `- 0'-0" • 1'-3" T.O. FINISH --/ ,� FLOOR SCALE: AS NOTED \-- VB1 V] VB1 VB1 VB1 PROJECT NUMBER: 51909 cp ELEVATION 0 ELEVATION 0 ELEVATION0 ELEVATION SHEET NUMBER A5INTERIOR ELEVATIONS - IT / ELECTRICAL S4 ALE: 1 • 410 lannummeNom.:REmpw.,,:m.:::,:m ,:i:i*::.::*.:;:::.:::::::::%,:iiii.:::?io:::::,-•:siiiim.]:m::ii:i.M..m.m:::::MENE•iaMM REFER TO WALL LEGEND A8.01 _ . .„.... ,..... FOR WALL TYPE SEE PLAN „„••••••„,••• ...„.....„„.... ..„..,„„..„....„.••••.„,..,,„...... ,.........,--% / / 1-6" 3'-0" fi::Maggik, .....:•m*:A V-. .:.:•:•,„.. ..N0iii1::::*;•;:iii 1 • / / / / ,f,.3imii*Km›,..•e:.:ii:.?z-a;.?. giea„ARAM '...-/...1 • .....,..... ..•........„........,,, ............„,,,....,......„...„_„.„..„....,.., „........_______-, ,w......,„.........„....„.„-- ...... ........„..... ........................,...„v.v.:: .......,..................„, .,...,,.....„..,....„..............,.........................,..: '. •MiftiN : •'„/J 4 DATA AND 2 GRAPHIC PANELS ELECTRICAL OUTLETS, FEORN. • :..../.7 . - "----...--.................„ ...,..,......:.,,,.....V.N....,,,........:..........,.. DUPLEX NON-SVVITCHED, •....•.,..........—......„.„................„.• ,....„:„:„,„:„.-..„:„:„................,.................. ...•....•••,....,,,:-: ,.• - il ii.E.Mig ' • ../1 NON-TIMED. SEE N:i:i::.*:E:::m:::i:::::::]iimi.:,,:iini.,:mi* *iiiiiiiiii:•:puiiiii!iii.:i:,:i:::•ii:iguiiimin • 10:08.1:.il 21.„-- ELECTRICAL DRAWINGS. ----...-........•.-.......-...........-....., -.......-„,„....,„,....„.„....„-„,....,.„.. ............„.........,............„.„.....„...„....•„„..„ ....,..................•••••••••,,...........,...............,„.„...„..,. ,,„:„.„,...,...„„,..„.„,„„;„:„„,....„......„......, „„...„.„.„......,.....„........„,..........„,..••••••„............„ FACE OF(E) DEMISING . . \. 1 .„,„:„.:„.,„„„..:„.....„•„•-•••••-••••_•........••••..............„•,.„....„.....,..„..„,..„..„...„.•.., .--.•••..-•.•...---•..-.-------...--..•.-------- ............„...........„....„„........„„..........•.........•.,.....,...............„......„...„............. ......„......................,.........„,..........................................„.....„. .............,....„•••••••••„.„.„......„.........„......-......„.........„.....„.„...„.................„................„...... ,....,......-.....„.•-• • .. -..........,„......,...• , WALL .:1:::iiiii.:•ii;;smiiiigi:ii.:iiii:iiiimiiiiiii:i:!:ii..:::i.iapii:::;:.:ii:iii::*i:.: ::::::m.:::::*i:.:*,:i:::K.,i, ••••••••-•,---"' ' ' ' ,......:,...,...,:•:,...,..:. .. \ Risogoommignismongoompai 11!eilliiiill 11 't'-'s-•-%.... .........--_-_-_—________________-- ,••...„,...••„••••.................,......„..v.............„.„..,......„:„.-.........,....:„.„.....,.. /1 mmw060NIC,Plag% iig:011ii // 2" 3-8 7/16" W6U •: .,,nieN ii-,..../.....• / / ...MMWEIRENVONS:00%MiiiMaii00 MONITOR(WITH 640 i'•iiqi:MON:EiggqiineMONEEKMON lei.§Nii1-1 -.-• / 1/1." 3-311/2" ,',.nagi,:i•teRigningliiii:MORM:SMNAM 1,3neSi] •'.! :: .../ TOUCH)AND / / EMNSEIGIONSONIfigiiiing CUSTOM BEZEL I WOOD=RAME 1 1/2" -..„.......... . .• .. .!iii:pinSi.:•.i „'',:•••,./... - • / / • -:..foima ....- ...- i • , iii,ION•Al •,•.'-i T /".P ( . 1 zo . 0 •\ ___,_______ r /-- ---\ ii9 1 •,-- _ _ -to __ ____ __--..i Li 4•:: :•,:g.::•'.,.!i,,, ':' v. ai I 111111111,1 -.,1',. ill , e z -2 w z hi W CO 0 Z . ......--"'" -"-- ...-r:• I I •Ll__... 0 1.0:::Stani i! Illir ' 43/8' w '"? < 2 -±- ---- b -- 11111h.11. If ---- 0 Fillii Ili . • ,h I I FINISH 0 b Bo a- 0 al W 0 ri_ 1-- 2 a_ (--- ...„--- . i :. ..--, - -- ---.. -....") . r 1 r - DIM. rth 0 0'3 • 4_ -± ..1"- S _ _ CI_ C.::5 1 1 _ 1 I ? I 1 .• aii 1 1 o i 1 •--..- -,:i., 1 -t i .......,...„,„„„ < •,,, 0 2 -- - ,...„,„ !•iii:W.q.0:,!! '' I I ill w 0 gi 1 0 < L, „ LDS „I,. 11. -------1) ci •; MGM.$ . • , u_ cr Lci.. • _-- 960 Atlantic Ave. / w -, — i r — -- i..i•;.:;•&i.-x,'.-.m.a.=i ., . L. -1 0 IX '...... ....." gONM:: ' • (2) LAYER 0 1-- -i --........ ........+ Alameda, CA 94501 I 3/4" F.R.T z 0 0 4(it ! -tti 510 865 8663 PLYWOOD e--** CHARGING STATION-ON1 1 .-- oinew • ....- CHARGING WALL ONLY • - - - )- — ---' mbharch.com illegg!! s, \s- - - J ............................... / ..., _ _ L N / 0, OUTLET UMW ' "..„•.-1. - • °.' N ' ..._ b • COVER • . ............„.......••• :.:,,,,,,,,,,....,.,.... •-• ...- 1 moNao-41> : :...: .......-... • :.:„..k.::::........::,,.: •,-. .1 ......,......-....... .• . ANCHOR MOUNTING BRACKET TO gik I.1 • „.., ..„............. .• ... .......,-..,„...... , I , ...,...-,....._ .%. . •.•••„•,.•,....... . - ... 1 PLYWOOD PER MANUFACTURER'SW „.......„....„.....,........ . , 1 I 1 RECOMMENDATIONS IMOUNTING .,i]::0,%,:i.m : -..•-•! BRACKET 0 .i‘in.'iRiiiim •-••••/-1 BACKING, SEE STRUCTURAL • / \ i 4 ' e 1 REFER TO FLOOR PLAN / 3'-0 1/2" F.O. STUD TO F.O. STUD iii MON • ..../.... .' ,.. 'R:Vigin • ••• - .!:.•;FNUO ii - 1 FOR WALL TYPE 10 r.,..Y DENNIS HEATH ...............,„..... ... q ..................... ......... ......... . ..',/ J e ALAMEDA, CA 0 *.4•i:expiiii,, r.: Zo En 1- PPM !II. fdiAllijit -:...- .. - iil•SNOW;I ..;.' WASHINGTON E.'. .. .............. . . , SQUARE MALL moo iii i.• Fison.i,1 ••;: .i., 9321 SW WASHINGTON ...........,.....,„....„ • ..........,..,...„,... -,.:, ionin %::. • b SQUARE ROAD 1.1'-;iisk;:.y:.: ,:i :...: 8 SPACE #T05 ii.:4011,10.!!1 .,,., / A805 . TIGARD, OR 97223 1,11111,1110 ( •::i' ) li PAINT BASE P1-2 I I IiIINH: I 17,r WB1 I , 4.,,w:V.,i.:*:,.i.: i.: . • • • • • \ ISSUE / REVISION ( ) `f. - MIME 1111MM 05.19.17 SD ISSUE 06.23.17 75% CD ISSUE RECESSED MONITOR SECTION si ci/A2,LE1:,...on 11 EDUCATION WALL / CHARGING WALL ELEVATION SCALE: 2 1 1/2"=1'-0" PERMIT ISSUE BLOCKING AS REQUIRED FOR OPENING IN GRAPHIC PANEL PROVIDED AND INSTALLED BY / LAYERS 3/4" F.R.T. PLYWOOD. FASTEN TOP 3'-0 1/2" F.O. STUD TO F.O. STUD MILLWORK VENDOR. TYP. BOTH SIDES. / / LAYER TO STUDS IN WALL. TOP LAYER TO FILL SIZE OF FINISHED OPENING. BACK LAYER TO 10 1/2" 2" / / / / EXTEND BEHIND STUDS. SEE STRUCTURAL HOLD 1" / / / / FACE OF DEMISING WALL • STAINLESS B STEEL COVER PLATE, REFER 8 1/2" ,----'-'-'-.7----7-----------"------•"---7-----"--:---L--"------------- --:---:----7•------•T----''''"----'--1-:-"-•------7.---":"-7"-H-7"-- -----1 / REFER TO FLOOR PLAN • FOR WALL TYPE 7 2 7/8" TO ELECT. DWGS. / / REFER TO FLOOR PLAN olall.10. ,-.... ,„-.• .. / / A t. MN,. ,.. _Altffrlo / --- FORWALL TYPE • .....••.• -,,.....•- 777- . •... .....: __..hrzscionnimet •'illi1111110 -"' _ _ki. ...•.,...,...,.. ....,.•....„.•-•:..„...•..----...„........:.• •...•••:„......-.•„.... .,,..„..,...•• ,4. i.....L.. a V • • '''r • JUNCTION BOX- ..&.. . - ------ 'AI " DRAWING TITLE . -4-„„NT.- A ----"—.... --\-— \ ..- \ — i - , ., , ' - • -.... ....- , .441C)or ;:\-1\ / m m 0 g 411) = 0 = • 0 '' - 0 ,-- ANCHOR MOUNTING •. .. ,,........, „ . . .,.„.1, . •. ,.....,, .:,,....f• ,..„%..,.• •• ' • • • • 1 1 *Pi•" C.. eGRAPHIC PANEL CHARGING -- \ \ .N. , ,‘„ 1,4 PLYWOOD PER MANUFACTURER'S 0 WALL . 'ir - , / - RECOMMENDATIONS . . . . \ r GRAPHIC PANEL FABRIC TO WRAP AND RETURN AROUND TO BACK OF FRAME, TYPICAL. ELEVATION C) POWDER COATED 120 VOLT BLACK 1/2" GRAPHIC PANEL FABRIC 3'-8 7/16" OUTLET COVER. OUTLET, WIRED, 1/2"fl /// ." TO WRAP AND RETURN / / COLOR TO MATCH REFER TO ELEC. AROUND TO BACK OF DWGS. POWDER COATED OUTLET COVER. STAINLESS FRAME, TYP. PT3 14-50R BLACK COLOR TO MATCH STEEL COVER BLOCKING AS REQUIRED SCALE: AS NOTED OUTLET(DISPLAY BLOCKING PT3 PLATE, FOR OPENING IN GRAPHIC RA MONITOR(WTH PROJECT NUMBER: 51909 ONLY-NOT WIRED) SEE ELECT. DWGS. PANEL PROVIDED AND IIINV TOUCH)AND INSTALLED BY MILLWORK CUSTOM BEZEL VENDOR. TYP. BOTH ®FRONT ELEVATION @CROSS SECTION SIDES. SHEET NUMBER . ' CHARGING STATION ELEVATION 3suc_Av_LoE,:. 10 CHARGING STATION PLAN ,s,,c_..Av_i_OE,,: 7 . RECESSED MONITOR SECTION sicvA2,175;.,_0,. 1 FigiiiiERIFFORIMMINFIRIEr IPERNIPMENsmanumoimp 011e:oog'""111P:':ftw:ft.,..QUif 1111filikhoorr '"' moillip "'..w.',''.••--•--•••••-••-....,..- .,......,....,.....--„,...,...:,.:,.,.:„..,...,..„ AIL 11 NIMISINIRMIR Analleighliiiip 8.01a A7.03 SIM. 12 / / (12.3X9,2) .••••..•••••••....•-••••••.....-,,,,,,,,,...„,,,,,,,,,.:.,,,,,,,:::::.::::::, INRIENUMMilinnappRogeN EQ EQ / IMINOONERRIVIRmiiiimme A -1 A '.. 1S - GN STU D U 0 OH 960 Atlantic Ave. Alameda, CA 94501 510 865 8663 mbharch.com <40.1 r.r..7 DENNIS HEATH CI /:4 ig-1•11" 1-3 • ALAMEDA, CA • 44. I iiiii' 4 DATA AND 2 HEADLINER DECOR ELECTRICAL OUTLETS, S7ATONG 4liTOF avr 3'-8 7/16" DUPLEX NON-SWITCHED, / NON-TIMED. SEE ELECTRICAL DRAVVINGS. [ 1 [ 1 [ H 1 _ — I I I [ 1 1 1 1 1 WASHINGTON ...._. _ \ r r — —\ , — Ns r•-4- SQUARE MALL .. _ \ N 9321 SW WASHINGTON ..._ ____ 1 [_ i_.-i___ _ _ __ _ __ _ a----16 e-- _ Z9 ----- --. ____7Ei. 1 I 1 •LA___1: _____ o ,---- ..." 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VINYL ADHESIVE APPLIED HIGH GLOSS FINISH TOUHSCREEN C 0 :....., LETTERS, BENJAMIN MOORE :,:mmi. •-•:::" . 0 - - MOUNTINGS CHANTILLY LACE BM OC-65 ............... / -..--.....•. • .,:.•-:':' 111111 r 1-7.7-- POWDER COATED METAL PANEL,BACKLIT -J .- 1 BRACKET _ POWERWALL 17 1/2" 23" 11 43/8" Mil 1- ...:__.. } 3'-9 5/8" / / / / FINISH DIM. / 7'i,' I' w TOUCHSCREEN AND BEZEL • - z HIGH GLOSS, POWDER —,-- i -. 2' RIK .4, --..4 , t? <C ,„,..............„ , - a- 3'-0 1/2" COATED METAL PANEL, • 960 Atlantic Ave. Me /.,, 2inigii 1 1 ' 03 7 7 I- 7 BENJAMIN MOORE Alameda, CA 94501 1 o ± OPENING I I . a: ( , -00 >- tb 510 865 8663 Q.. ‘NROUGHT!IRON 2124-10 , ( 1 T .. .- L IR ; ,_ 03 i r j 03 < . ...„ . mbharch.corn 0 r -1- -1 L --I \ 11111; -OW ul TOUCHSCREEN ...:.:i:.•:i:1':•;i1-;id 1,.; I ,.0 T _ _ _ _ .,........ N AND BEZEL ,.]::;;RE I, DUPLEX OUTLET WITH USB I:.Li--7.____ _ - •-. ________- i ..lio N - - - - - - ..........,. WW -"-I=I I=1 l= gra ....-- -). CHARGING PORTS. 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SQUARE MALL I CAREFULLY CUT AN X THROUGH O:) c.„ 9321 SW WASHINGTON .........::...,...:,....;.,.....:::.::: I FABRIC INSIDE THE TAPED SQUARE TO co --"- " •••-•-• r) -_,_- . .„.... ...................„ •••--- I PROVIDE ACCESS TO THE OUTLET ,,, SQUARE ROAD ..„...........„:„,„:: .......,.... .........„:„..,.. -c-N :.„...,.:.„. „........,,, .,..„.•!...!..,...:::.i.:._-...--..,!..••:: ..,.........,„ „::,.::„:„::........,......„ ................ 8 tini: I 8 SPACE #T05 A8.05 Mitiiiiigi t A805 PAINT BASE ...................... .......... ........,...„....... @MEWB1 PT2 \ 14.'ii!?.:P • rmi-`::ig?:•;,•;ii.,; ( , I TIGARD, OR 97223 - i PAINT BASE i \ Ian I fil \ PT2 WB1 ,,,,,,,,,,,., • Min I I -I •-— PAINT BASE •W....,,, i.i'n;;' -,--- I LI I "\-----L ..-4:i41---L Stv . • • • \ \ • T.O. FINISH FLOOR ( )TO. FINISH FLOOR ) ISSUE / REVISION sums aim 05.19.17 SD ISSUE 06.23.17 75% CD ISSUE . . .. TOUCHSCREEN SECTION svc.A.v..1.0E„: 11 POWER WALL SECTION SCALE: i"=V-0" 8 POWER WALL ELEVATION SCALE: 1"=1'.-0" 2 07.31.17 PERMIT ISSUE ... ,' I \ (2) LAYERS 314'FRT PLYWOOD. FASTEN TOP LAYER TO STUDS ... ,.• - - • ,.. .• I\ • • / - • IN WALL. TOP LAYER TO FILL SIZE OF FINISHED OPENING. BACK LAYER TO EXTEND BEHIND STUDS. SEE STRUCTURAL / GRAPHIC WALL / / • - . \ / I WOOD FRAME FOR OPENING IN GRAPHIC BLOCKING, 3 PLACES 1 ... PANEL PROVIDED BY MILLWORK VENDOR. \. I--ri G TYP. FOUR SIDES. M-VVF49 .../ .. . • ,/ .., - --- k 1 46 . „ / 74 , (.9 ' . ..7., 3-01/2"F.O. STUD TO F.O. STUD 35 1/8" ,.. .• - -'- ' < ',1' ...., \ / \ , / / / . •. ,. . / ...../ -.II 1 •.. 1 / \-- ACRYLIC PUSH THRU BACK LIT • ... I ! •"--"•"----------•-•"----",".----.----"-•-•-•------,..-••••• 4,,,,,,••• ,.,,,,,,,,••,•,,,,,:::::••,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, .,:,:,:,,,,,:::::::::,*,:*0.,,,,:,::::',-,-..,,,:,,,::::-...,...-:,,,,,,,,,,,,,,,,,:,:,,,,,,•:::,,,,,,, ,,,,,,,,,,:,,*:::0.-:',...,,,,,,,,$.•,:',:',:-.,,,,,,,,,,,,,,:,:•,,',,,,,,,,, ,,..w.:',,,i::',?,t,-.. • ,•:•:?.:•:,:',:,:i?:•:.:w?:',',•?,•:::A..,:',..:',i',•:',..?,mw.,•::,',N.i.:?:.??:',•,??,?ii,:•:•:•:: :ft.:: ::,,,:c _ ,0_,------'-' ...Y—. Jie.. .- —LY"—-AIL.. — --*— —.;'•24 - — ' -- "1..- - ' Le''''''. .' -::-- _,,,,,,. _,.-----,r . . ...:: /.... LETTERS#2447 MILK, 115 VOLTS - -, V - i ,-1- , .__I '':_. _ _-___ •,.." - -: ' 1 - - ... -.11 ' • ,. .. - AC (SUPPLY CAN BE SWTCHED '.. A -..--- POWER WALL ---- - - - - - - --- -- - - - - :--, - - --.-------, ----= mt-- --"yr-, 7-r.- tir- -.1., , --7..:- „ .• . '—. .-.— 774. • . .„ 11.10 — cv\ ... .. ..' ,./ TO RUN ON 115 OR 230 VOLTS) - •' / \ PW %.•......:I. NI _____- ..., /. : .. ,,... ../ 17.."\ '-‘t• I I / --. .--. i 1 , - 6 to 01\ 1 s POWER WALL . , „. .„,„- ....„„s . . . (,,, I HIGH GLOSS FINISH i ' i GRAPHIC PANELe . ,• / . : / \ \• POWDER COATED DETAILS FABRIC SHOWN z / ' .r.. LT_ METAL PANEL, BACKLIT . \ . , / , / i DASHED q_ Cr_ . METAL PANEL I FACE OF DEMISING WALL 8x12 / ... . — _ _ _ _ 71 ANCHOR MOUNTING 3'-9 5/8" 4 I \ 1, BRACKET TO PLYWOOD / REFER TO FLOOR PLAN FOR / , I TOUCHSCREEN AND BEZEL TOUCHSCREEN 0 Ark • . , . j PER MANUFACTURER'S WALL TYPE -• / I ' :• RECOMMENDATIONS AND BEZEL Mr ,.• ...i. ..„,.../ ,,,„•-• ' • / ' \ .. „- . „..../ I I\ 11111 GRAPHIC PANEL FABRIC TO WRAP AND RETURN AROUND TO POWER WALL . -:-.- I \ SIDE OF FRAME, TYPICAL. DUMMY UNIT SCALE: AS NOTED PROJECT NUMBER: 51909 1/2" PLYWOOD OVER 1"X8"ACTUAL LAY FLAT-ATTACH TO STUDS.ALIGN FACE OF PLYWOOD TO BACK OF SHEET NUMBER FABRIC SHIM AS NECESSARY I ACRYLIC LETTER DETALSCALE: 6"= 1'-0" 10 BRACKET CONNECTION DETAILSCALE: 6"=1'-0" 7 POWER WALL PLANSCALE: 1"=11-0" 1 A7 • 06 4\i :,, x!\ki:;int-.:!!!\.!:n: i::{`:6,....ini.::::ji:v:v.„,..g;v:;!!!!:i:::,i: v:::: y{:\, C:k:: ::S:v .i1 :YT: iii is :i2�:o 2\iiEi'igioii:: 4'Li.::Y<:i...4i,.{{: i"-ii ii v.}:;:; 4}}}iii^i:ii l:gi:iiii:+i: :: : :ii''::: ^'ik. it is -4CNT Stn.r�::':•)�:i• !��i iin:;.:.•...: : ti••••,.::::::::::!:'::•vii: �s�;.u3#�' s,��Xti\;;\.xz kk�.m'.�`��'"�•z����3.:aig.,� INNOMO " tt' �1kk4\ s : t '" ffiti4 NNR 4„,:,,,,p,,,,,,,,m,:**e7, oNvt4.,..,,,, ksI ,,,,,,...y;:.':.:ti.: ti.`. ik{ ..::.:.s':':: :ktiikhkk xh}* WOOD SHIM • `' � ;�liNc� \ � k „h\{f • }\, � ' ,k her.,,,, 422<<i:•;',.s ;9 r"\"i i�F Ez \k\'i +'',`}£.erkk £ .. � ?� 3k U-CHANNEL • • � � .rk.rr:kr �,`< .;�a `k<�{` ,r�� w,.k:;.,i.,;:) L 114"TYPICAL v i 4.k r: . k . � iT1-1 0 I P P--11 -J T ,y *z TkM1` qm ,{\,...;:-,•\;\ v \ \\} kY-k \\\ `. . k* ' �5 F.O. ALUMINUM 1 i P-.-1 ` ,; ,,�w` I __r,..�_. .. 12-0 A.F.F. r ��.• ` . CLADDING TO �pk,-;'-.7,T:\‘...-,c-,,,.:.,.. ,.j..~,.....~&.• .. . �� ., ti `, 518 � B.O. EXT. 50FF� jr ALIGN W/F.O. GRAPHIC FABRIC `v - — 3MM ALUMINUM = COMPOSITE PANEL BASE .i BY STOREFRONT VENDOR ' • 1 I I960 Atlantic Ave. Alameda, CA 94501 510 865 8663 mbharch.com ILLUMINATED GRAPHIC SCALE: 9 •ti (E) FRAMING TO REMAIN. V.I.F. ` ' II 1 • 5-112" METAL FRAMING DENIMS HEATH �. 1. 1�— — 2-112" METAL FRAMING • a AL AMEDA, CA o GRAPHIC • `17eOF 0\1. i • • • ❑ o \ 12'-0"A.F.F. • T.O. PANEL $ ; WASHINGTON SQUARE MALL • 9321 SW WASHINGTON SQUARE ROAD ' 8 1116" i SPACE #T05 il • LED LIGHTING • • TIGARD, OR 97223 • (E) DEMISING WALL AND 1METAL FRAMING, V.I.F. GRAPHIC ISSUE 1 REVISION , 05.19.17 SD ISSUE 2 06.23.17 75% CD ISSUE �- 07.31.17 " PERMIT ISSUE (1) LAYER 518" TYPE "X" GYP. BO. , • • - (E} DEMISING WALL AND ' __ W _... ..._ FRAMING TO REMAIN, V.I.F. • • • DRAWING TITLE • 9 'y .. d 4"A.W .F. WALL SECTION - B.O. PANEL $ ,, . ji I 1 I ALIGN WITH EXT. STOREFRONT T.O. BASE ILLUMINATED GRAPHIC ,I( 81/2" Jr, 3 Q 1 -r CI ._.= ._ Iv l SCALE: AS NOTED �/ CMP PROJECT NUMBER: 51909 k SHEET NUMBER ILLUMINATED GRAPHIC 3 C�L0�� 7 ILLUMINATED GRAPHIC SCALE: 0 4 NOT USED SCALE: A8 .01 A8 • 0 1 b propopipmposum Ark Q SINK . .... . Illirlillirlifill211111 SOAP A7.8 FAUCET •. . 1/4" DIAMETER THRU BOLT .•:',,:ii-:i•aiiiiw.'" ......,:mmemimmst.i*„.,,: --*:m•ggi.; ----,„...,,,,_____,, DISPENSER W/TOSSLE (TYP. OF 2) . LOOSE PVC TOP CAP . , SUPPORT . . - ' 0 \7\ - ;;:i / BRACKET .. .- :.:..* , .i-:',:.•.,i;:?..:•-lif•ii.'"..:, :;,:,:.;:...::.:•:::1,,: l „.....„..........,...„.....„.....„........„...„......,......:. ..,.........,......,...,......,..„......,.........:,..„.....„ ...............„..................„_....,............„.„.„.... „.............,„......•....,......„:„................ " I . Millb " PAN HEAD SCREWS TO .„..„:„.„.......„,...„...,:„,......................... „..........:,.....,............,„:„..„.„,....,„,,, "---.....mmumar.----1) SECURE STRAP NUMEN,Mi:',•i::!;M: g:NiQiIi];•;] iRai::in:i.i.i •.q \ kr .. t-- :• ' L?_ \ 3/4"x2"POPULAR PLYWOOD TRIM SCREWED TO 2x4. k;iiiiii:i,:*•:*i:i:xrif,i:•:ii:ig:iiimiii•;::::a:iiiiomiv.imi:if:*•••E:iti:i•:*•::i•i:-.•::•:.:*::••,•,..i:,•::::::••,:,•i:::::::•::::: J6" DIAMETER . ----...„. LABEL PVC TUBE •, 411, wim*i,i,:mgii:mmomim:VIMm.:0.mimimmai MIIMPARIPIRniiiinging!gIiIIii•IIiNga .:..-.• PIIIINMERNINIMMEMI ( ) \ (NI' in METAL STRAP(TYP. OF 2) o < \I\ --;•- . . 31" / / CO . •' VI CENTERLINE OF SUPPORT BRACKET o_ GYP. BD. I- L 0 i_ . .. rl- . •-. Lo_ L._ _ PLBG CONTR. • . MUST PROVIDE \ THIS TUBE CONTAINS EXTEND OF WOOD AND ATTACH A LABEL STORE DRAVVINGS AND • •:•-• HOLDER (VVITH CLEAR TAPE) IS NOT TO BE REMOVED STATING: WITHOUT THE CONSENT : --• BOTTOMOF THE STORE MANAGER. GLUED PVC INPLACE CAP :...... 960 Atlantic Ave. • • • Alameda, CA 94501 Ill - T.O. FINISH FLR. • .• `i. 510 865 8663 mbharch.com TOILET ROOM COUNTER is_ict,,,L=Ei,..0,, 12 DRAWING TUBE SECTION 3.suc.A.,L,_E0,:, 9 DRAWING TUBE ELEVATION 3s,,c.A.,L,_Eo:., 6 NOT USED SCALE: 3 ., •, 10B lir • —MC-117— i,. I .,' FIRE EXTINGUISHER CABINET° I \., I ic/;24 C.... ', I r.z.4 DENNIS HEATH l '-, BACKING BY G.C. . .. I 1-6" g:4 11 /'i 1 ' ... . MAX. GROMMET • ALAMEDA, CA • - . 11111 . 3 3/4" ° :- SOLID SURFACE ' • .;. .-.. ,-.1 COUNTERTOP 4170F 00 •- ,,, .. .. •-•- •••3 ., 10A . • ... . 1 slL \ • • 1:P"--.0 . • ... yr L.......11 .. , 3/4" . E.- • • : ' . 2 IlIti 3"TYP. ALL EDGES SURFACE MOUNTED ., „• . cv STANDARD WASHINGTON STANDARD _ :;:: I v)\,.....___________--- ‘•I ': -::: o ?•: SQUARE MALL • :i --I \ - CERAMIC WALL TILE, I ,:,• •; IN WALL SUPPORT STEEL ' 1 BRACKET PROVIDED BY 9321 SW WASHINGTON INSTALL BEHIND I,::; :J:: : MILLWORK VENDOR, MIRROR • ,1 CT3 3/4" F.R.T. PLYWOOD INSTALLED BY G.C. SQUARE ROAD . 1 ( ,, .:: BLOCKING PAINT EXPOSED !" ,. BY G.C., COORDINATE - SURFACES 01 3/4" MDF PANEL I PT2 SPACE #T05 ,: -: WITH TESLA VENDOR. -c•;:, , .., I FINISH FLOOR ATTACHED TO MIRROR '1 -• i___ _. 17.,.... .......) : ) TIGARD, OR 97223 \ . . [ . •,.., ,„ ELEVATION T .1--.i• -- ' - NOTE: FURNISHED MIRROR 0 'I PLASTIC LAMINATE p AND INSTALLED BY ADJUSTABLE SHELF BY CI) 1 TESLA VENDOR ,I ;•; TESLA . !:1 ISSUE / REVISION PL1 . 5/8"GYP. BD. (TYP.) : .. 05.19.17 SD ISSUE FAUCET, SEE PLUMBING \— „- DRAWINGS I- ::; 06.23.17 75% CD ISSUE 3-5/8" METAL FRAMING @ 16"0.C. ,, I I.. . — SOLID SURFACE ,_ .7.1 .._________ .__j SCALE: 07.31.17 PERMIT ISSUE .. g m 1-1/4"SQUARE ALUMINUM TRIM , : 1- COUNTERTOP asi (E-R I ••• LOUNGE COUNTERTOP SECTION 2 ...1 FIRE EXTINGUISHER CABINET, SEMI RECESSED GROMMET ' \ UNDERCOUNTER MOUNTED LAVATORY, , ,.. SEE PLUMBING DRAWINGS PLASTIC LAMINATE [ C) , rTh VERIFY DIMENSIONS WITH MANUFACTURER , 1, \ lift ,. COUNTERTOP INSIDE BOX: -'/ 2'-0" / PL1 iv F.- 24"x 9-1/2"x 5" Mr OUTSIDE TRIM: • I L__I 27-1/2"x 13" 2'-0" ROUGH OPENING: , / / _ 26-1/8"x 11-5/8"x 4-7/8" _I . 71 I --i I ;r 2 1/2" / / _ __ _ ___ ____ _ ___ ____________________________ _____ . ' I _\. .:• 2 1/2 p 4 SHEESCREWSMETAL . PER MANUFACTURER'S l EQ.Y EQ.X EQ.X EQ. Y DRAWING TITLE RECOMMENDATION *-1 \ :___,/ \ / / / / / ammo , IN-WALL SUPPORT BRACKET .:. I I 1.! PROVIDED BY MILLWORK VENDOR, INSTALLED BY G.C. FINISH FLOOR ... PIPE INSULATION ---------,, ,, ,N,SECTION J .:: 0 - . :9- gi ....': 2x2 ANGLE =rN, I FIXTURE SECTIONS lx LEDGER ` t o .e? 5/8"GYP. BD. (TYP.) ----*" --------------,..„..._ METAL ANGLE BY VOCIanci..10:34MKNOW ..., 3-5/8" METAL FRAMING @ 16"O.C. -1-1' METAL SUPPORT •• MILLWORK . GROMMET 2-1/2"0 , I :: ANGLE PROVIDED BY CONTRACTOR III " 111-M 111811k.„ -.... TESLA VENDOR, SOLID SURFACE SCALE: AS NOTED '4" limIllmin_ „11 -11 SHEET METAL SCREWS PER MANUFACTURER'S I 'f INSTALLED BY G.C. t F.R.T.WOOD BLOCKING Mir COUNTERTOP PROJECT NUMBER: 51909 • RECOMMENDATION I :•• _.•t BY G.C., COORDINATE Ml ssl , FIRE EXTINGUISHER I,i• WITH VENDOR. FIRE EXTINGUISHER CABINET, RECESSED I Li; `t. I . e SHEET NUMBER cl PLAN €) a o o • ,t, \ o ... FIRE EXTINGUISHER CABINET si,F.AiL.,..E0:. 10 TOILET ROOM COUNTER sici/A2,LiE",.a. 7 WORK COUNTER AND SHELVES si CvAzt.,E„:1,..an 4 LOUNGE COUNTERTOP PLAN syczA,!..E1:..0,r 1 AQm02 _ )I LI Ll .----- STRUCTURE ABOVE ...,,,„•:.,,:;,,,,.....,..•:...›.:::.:.,.::;:.:..,..i.%.„...,„.•••••,,;..„:„,„.,.,.„. 'i........................ ,, „.....„,.....„.„.„:„••••••••.- ,.............„...,„. ••••••••„...„.„.„.„.„............,•••••••••• ....„....„.„.,.....w.......,.....:.„................,..%...,..: -,•-•, •,-,,,„,..........••••••••••........e.„....,. •••-•,...„ .‘„,„.....„.......„,„ ••••••.„,..,:.,. -.„.„.....„..., STRUCTURE ELECTRICAL FEED, CONCEAL INSIDE UNISTRUT, AND WRAP 1/2 0 THREADED e".."507.,„ \-,:::,i:5:::1:::,- •••,-,.4,..,*,:e:=:,::,:, kiiiMiia.::-,. ...,.:„.70:m ''''i:''' -:: ::k•,,,.... ...-0;!iii.i.::::g:g•:.:i-z •:::i:i*i*i:i•i:i:i:i:i:K•i*:::::,:„*J:tK::*Kft,,, :..:00.ii,•,•,:::Iniii;:ii:iiiiiiiiiiii::: ................,....:.,....._.„..... ........,................................ ..........-.„...,-,.............. - ' - '''''‘ \ \\\\,\,' N \ • SHOPPERTRAK UNIT THREADED ABOVE ROD SUPPORTS ,m,,,,,,,•:0:::::::::,n::*::::m.:*i•imo, -.::i*::.::::.:::*mi:iminiii:::•iii:iiigio \ ' .'k \ \' ..'''''•\ MOUNTED IN ROD TO •,.\\. \N\ \.-\:\\ \ \ .‘ SOFFIT ABOVE STRUCTURE • SPEAKER, MOUNT AS , \ \ \ \\ , ABOVE HIGH AS POSSIBLE, \\ . \ \ s, -, \.,,,, \ :„,,.. -•:. FINISH FACE \ 1 5/8" UNISTRUT — CENTERED OVER \ - UNISTRUT BETWEEN MaREM-1]!;.iaWliii:%!m::::minimiiim!::::imi i.?) 111111.11111111111 •N\ ‘ii.:,,x \\„,..„..„% ''''`,\'‘`':'\•\ , ''''N''' -- "'•-,‘„\ -..\\ \N",„ \ DESIGN agiiiii:i:::i.o:in.:iiimimimiiii•iiiiii:i:::]:-:.:]monimi:i•Yiiii:m.:m::Hiie:i Z.,- \ 4 Waimig::::.::::::::mmilammai:E•s.iiimionnom:i::0 \ "Ns\ -• \ - \\,',„\ , CHANNEL STUDIO LCD JUNCTION BOX ':{mimi:*.i::ii:iiiiiii:i:i•K:i•mi*.:si:mm:K:i*.,:i:K•i:.w:•.:•:•s•]:::imimmi*i.'i::.:.,:ia:-:oiiiii:-:i: "-• 1 \\ , P00 SPEAKER ..,.. ,•-• ,.....:-..•••,-,... .,.......... ::...:..,.........:..:.....:,...,.:::::...,....:....:...::.., i,.::...„,,if,.:i,,.::i.,:::.,.._.::.i:,,...:...i,.:..i,,...:::....::::i..::..:::.::..:i:i.:.,:.::...:.:.::.,.,,...i...:•:,.:,,i,..,.....,::::::,.i:i:..,:.:i..:..i:.,,,:::::i.:.,..::i...,:.i.!.:,,i.:.::...:i..i:...: W:-!:1: '*i:i::m-,:wxmo,::: ::;:i,0:::::,::::::::•,:::::i:.:::::::*:,::::::,.::::::,•:-..,::::::-..w.,:::::::::::::::,, \ \\-\\\\\ \ ` \\'' \\ CENTER • ,,,,X, \ - \•._-,-. av k:-',"- ,`.•-•-•„\- e‘S, ' \-,.. \\\ q_ \ \ \ ' • • WTH 13'-3" MIN --- --N, 1/2" 3/4" SQUARE TEGULAR \\".- Nw \ \''. ':,,, ‘‘.',,,,',..zs‘ LIGHT -S - JUNCTION 13'-3" 6 ri 1 r —1 Ark \ B.O. UNISTRUT BOX B.O. UNISTRUT I— / / FIXTURE i \ SQUARE TEGULAR ,. -\ \ x%;,,,i,ww:w:,-. ,:::im::4ft,nwa:•;-:•,:.•:-,4 -,-,,,,-mmam_.•,,.. . \\„\N''s, \\ '' —0------ \ „ L i _I FACE OF GYP. BD. \\ \ ' \ .s \ „ \ \:•\ z EQ / EQ / z I 1 ,.\ \ I tb. SPEAKERWHERE 'Ea () OCCURS F-- F-- 0 < < lir OW II- OW L4 LIGHT FIXTURE CENTER GRAPHIC PANEL NN,..,...., WITH DOORS OR OPENING \ - - - Ct \ 1---- ---- — 960 Atlantic Ave. , .0., L4 LIGHT FIXTURE Alameda, CA 94501 b 3'-3" -' a •,-. 7' .'-\ / ,-. 510 865 8663 FIXTURE STEM TO WALL --- mbharch.com SHADOW MOLD DETAIL6suc.Aii.,..E0:n 12 SHOPPER TRAK PLAN DETAILSCALE: 3"= 1'-0" 9 MOUNTING DETAIL- LIGHT FIXTURE "L4" SCALE: 1"= I-0" 6 MOUNTING DETAIL: LIGHT FIXTURE & SPEAKERSCALE: 1"= V-0" 3 COMPRESSION POST EDGE OF SUSPENDED NOTE#3 LATERAL BRACING 11-2 1/4" CLEAR MIN. SLOPED FEATURE CEILING NOTE#1 7' 7 2'-0"CLEAR MAX. SPRINKLER HEAD , '? )%, v,0*_•„„k cir 1 i'v WALL ANGLE cv DENNIS HEATH al% LATERAL --, ''''' -•: ::: -..„ NOTE#4 LIGHT FIXTURE BRACING co V4V NOTE#1 • ALAMEDA. CA • w HOUSING ...,:.t.:-- ../ ."-- .•:-:-:-Z::::- 49, I 4511 i* ICt 0 I START FIRST CLG. •ef tr. ,-- 0 InFOXI, I ....,,,,,„.. .., ...,,, - •• -- 45° MAX. TYP. PANEL 3/4" MAX. _ . .. _ . LIJ I we! .-..- /.. -, -., ...,-, 45° MAX. TYP. j - -. . FROM WALL TYP. \ q. \ I ailk- I I I ::-- ,•:-/- V ; . . MAIN RUNNER WASHINGTON In II I I CEILING CUT OUT 4 1/2" ..". CROSS"T" 2" MAX. TYP. SQUARE MALL 1 !,....r 1111111IMMIE , 9321 SW WASHINGTON 1 I I- ATTACH LIGHT FIXTURE SQUARE ROAD et.\ I 1110 a I I ci..) TO FRAMING. I I - - I ' I .,,, SPACE #T05 I IR al t Gzi _ AMP: Ali METAL FRAMING SEE MUD RINGv. STRUCT. TIGARD, OR 97223„.- ,_, lir til '= _ P NOTES (ALSO REFER TO EVALUATION REPORTS No. ER-4071, ER-2244, ER-5691, ER-1994): .1, -,., W 0 I 35/8" METAL STUD 1. LATERAL BRACING CLUSTER: ,;'•": ,...,. O (7) ,, _ ii.i: ISSUE / REVISION la al ----"/ I FRAMING(BOTH SIDES) (4) 12 GA. GALV. SOFT-ANNEALED MILD STL. WIRES SECURED TO MAIN RUNNER WITHIN 2"OF CROSS "T"AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45° MAX. ABOVE HORIZ. CLUSTERS PLACED .r.;,- ,-- A 2,, :34: 12'-0"x 8'-0" O.C. AND 4'-0" MAX. FROM EACH WALL. WIRES SHOULD BE TAUT WITHOUT CAUSING METAL FRAMING _. a 05.19.17 SD ISSUE L____ .....4 .,, SEE STRUCT. I J( 10 1/2" jr 1 CEILING TO LIFT.ATTACH WITH MIN. 4 TIGHT TURNS IN 1 1/2" BOTH ENDS OF VVIRE. -----;:‘, w m 0613.17 7Y/0 CD ISSUE 07.31.17 PERMIT ISSUE ,NL -r USED 6S,CAll.,..E0:,, 11 "Ll " LIGHT FIXTURE SPACING SCALE: 1 1/2" = I-0" 8 2. SUSPENSION WRE: 12 GA. GALV.VERTICAL HANGAR VVIRES. SECURE WIRE TO MAIN RUNNER WITHIN 2"OF CROSS"T". 4.--; '-. :"±:- '•,-, ,-,, SUSP. WRES TO OCCUR AT 4'-0"O.C. MAX. EACH WAY W/MIN. 3 TIGHT TURNS IN 1 1/2" BOTH ENDS. 3/4" DEPTH ts'.."' i.., 5/8"GYP. BD. (TYP.) ROTATIONAL ADJUSTMENT RING 3. COMPRESSION POST(VERTICAL STRUT): ,i4.: .5 -i' FIXTURE FASTENED TO THE MAIN RUNNER EXTENDED TO AND FASTENED TO THE STRUCTURE ABOVE AND SHOPPERTRAK UNIT SPACED NOT MORE THAN 12 FEET ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6 MAXNATTACH.ERIOR 7LOCK KNOB FMLUADTHFERAADMESCREW FEET EPTROO:ITDHEEWWAALLLL.p,NCGOLMEPwRETSHSMIOINNIPMOUSMT2Tn0HOBERISZTOENETLASL ELCETGIOANT VVIPETRHNUERTERRAWTAIOLOLSFA2N00D BRACKET TO MAIN RUNNERS WTH 1/4" MACHINE BOLTS TO STRUCTURE WTH 3/16" DIA. POWER DRIVEN STUDS, 100" 4 ___ 5/8" F.R.T. MDF SUBSTRATE ---\___ • B.O. GYP. BD. *iv OVER METAL STUDS I : 4112 :. : T \ . . _ . . . . . . . ''. . . • . . . . • - • • • . . .. . . , . . .. . . , I ' • . SHALL HAVE 1/2" OVERSIZE RING, SLEEVE, OR ADAPTOR THROUGH THE F65.1LAF 1 ELHSE6T1 pGRHI NTCEILINGKPLAERRTT I HI Ti.EEI OANDSs. 0 SECTION/ AT LOUNGE CEILING SHALL MAINTAIN 3/4" CLEARANCE FROM FINISH WALL SURFACE. •-- -'' . ,-, „ . . . . ---------; CEILING TILE TO ALLOW FOR FREE MOVEMENT OF THE SPRINKLER PIPES. -------- - ,_=-,..-- ------------- ------ -'--- , - - -- •• • . '- - - • -- - 7.,.:, • -: • • -• - limia DRAWING TITLE 7. CABLE TRAYS, ELECTRICAL CONDUITS, AND PIPING SHALL BE INDEPENDENTLY SUPPORTED AND 00 5/8" Er1CEILING INDEPENDENTLY BRACED FROM THE STRUCTURE. 1-1/2"X 1-1/2"X 3" 8. LIGHTING FIXTURES WEIGHING LESS THAN 56 POUNDS SHALL HAVE IN ADDITION TO THE ADHERED TO COMPOUND, - LONG ANGLE )NN.. DRYWALL TAPE FIXTURE GAP MUD __ REQUIREMENTS OUTLINED ABOVE, TWO NR.12 GAGE(2.7MM) HANGERS CONNECTED FROM THE 3MM ALUMINUM - UNIT WITH DOUBLE BALL DETENT CATCH FIXTURE HOUSING TO THE STRUCTURE ABOVE. WIRES MAY BE SLACK. COMPOSITE SIDED TAPE TRIM MECHANISM (SHOWN UNATTACHED) 9. LIGHTING FIXTURES WEIGHING 56 POUNDS OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE CEILING DETAILS - PANELS BY (TYP. 4 SIDES) STOREFRONT STRUCTURE ABOVE BY APPROVED HANGERS. OPEN CEILING IN VENDOR 1. MUD RING IS SENT UNMOUNTED FROM FACTORY.ADJUST MUD RING TO APPLICABLE CEILING SHOPPERTRAK"EYE" THICKNESS BY ALIGNING AND SECURING TO FIXTURE USING APPLICABLE MOUNTING HOLE 10. POSITIVE BRACING TO THE STRUCTURE SHALL BE PROVIDED AT CHANGES IN THE CEILING PLANE SHOWROOM 5/8" DIA. HOLE IN PATTERNS AS INDICATED BY CEILING THICKNESS INDICATOR MARK IMPRINTED ON MUD RING. OR AT DISCONTINUITIES IN THE CEILING GRID SYSTEM. COMPOSITE PANEL BY STOREFRONT VENDOR 2. SECURE MUD RING USING FOUR(4)#8-32 x 1/2 INCH FLAT HEAD SCREWS (FOR 1/2 INCH, 5/8 INCH . AND 3/4 INCH CEILING THICKNESS)OR FOUR(4)#8-32X 3/4 INCH FLAT HEAD SCREWS (FOR 1 INCH CEILING THICKNESS). 3. INSTALL CEILING DRYWALL UP TO MUD RING ON FIXTURE SO THAT THE TWO(2) MUD FRAME BRACKETS CONTACT INSIDE OF CEILING. SCALE: AS NOTED PROJECT NUMBER: 51909 4. RETAIN FIXTURE TO CEILING WTH ONE(1) FLATHEAD SCREW THROUGH EACH OF TWO (2) MUD FRAME BRACKETS. 5. APPLY DRYWALL TAPE AND MUD COMPOUND TO MUD RING OVERLAPPING MUD RING, FLATHEAD SHEET NUMBER SCREWS, FIXTURE GAP AND SURROUNDING AREA. FEATHER OUT MUDDING COMPOUND FROM MUD RING OPENING TO SURROUNDING CEILING AREA TO PRODUCE A SMOOTH, FLAT FINISH. SHOPPER TRAK SECTION SCALE: 6" = V-0" 1 0 DETAIL - SUSPENDED GYP. BD. CEILING CALE: S1 1/2"= V-0" 7 TYPICAL SEISMIC BRACING DETAIL Si_CuA2L,,E,....:1,..0„ 4 CEILING SECTION SCALE: _ ... tiv}:�:y;.;t.ist•}k�•�,.:.��:.isv:.i:.:.v:Y::i}yiiY.:•.;.isq:ii:�•}:;::n?i:.:'?iiNX.iii:>::\i'.iv::;v:i� -:.l;v: iv 4.i iiii:•yn:::.:::;i`i :i;:: :iiii :i, is vl:iSL is "LL ii:: :;:%i::::;�J;'::i:: iiiiiii:M:iiiii:i:::::i:::..iii:i:niii::ii0iiiim :h ['ia:i `vki::ii: stliMiz \.h4\+ 4nqii:v v\\+ :ii4.i gvii is4v.4v..`::-.iii;.:3:.i:Mi}i::::::.:i•}. {t::::}::i':v::':i iii:,.. s i Ninitav'g fOR?'• ;:.i ri :a 960 Atlantic Ave. Alameda, CA 94501 510 865 8663 mbharch.com NOT USED 3SCALE: 6 NOT USED 3�A;o:. 3 , 44- , , 4 DENNIS HEATH CI t=t; S.01.l'+' .-- • e ALAMEDA, CA • < )124.3111 1", WASHINGTON SQUARE MALL 9321 SW WASHINGTON SQUARE ROAD SPACE #T05 TIGARD, OR 97223 ISSUE I REVISION 05.19.17 SD ISSUE 06.23.17 75% CD ISSUE 07.31.17 PERMIT ISSUE NOT USED SCALE: 6 5 NOT USED 3 CA1 EO 2_ 1 3/4" DOOR SEE DOOR SCHEDULE • LJr ID DRAWING TITLE w • METAL STUDS @ 16"O.C. @ JAMBS- _ _,, METAL TRACK W/CRIPPLES @ HEAD DOOR JAMB HOLLOW METAL FRAME PAINTED DETAILS NOTES: 1. REFER TO FLOOR PLAN FOR DOOR SWING DIRECTION, SCALE: AS NOTED REFER TO SPECIFICATIONS FOR PROJECT NUMBER: 51909 HARDWARE. REINFORCE FRAMES AS REQUIRED FOR HARDWARE. 2. G.C. TO PROVIDE KNOCK DOWN SHEET NUMBER FRAME NOT USED FA, 10 NOT USED SCALE: 4 HM FRAME - JAMB DETAIL A8 • 04 722 111.;- C-,,, , ,t.. 4, , .,-..„:„.„......:„..4.•:.„,..„:,..,„:„..,„?..,,,...„:„..„..,„„,...„.•:„.„„n„,„.„,...,........„.„.„....„:„.„....„,...,„:„„.„::*:„..„,,...,...„„:„.„.:::,..„.,,,,,,,,..„,,4,,,,,,,,,,,,,„:„:„ REFER TO ELECTRICAL DRAWINGS FOR FLOOR BOX SPECIFICATIONS. INSTALL PER _ MANUFACTURER'S RECOMMENDATIONS ALUMINUM COVER MUST BE BLIND DOOR STOP :::::::,::•*:::$:::: _, ....,,,,. '-,::-- ,..,,,,,.... „„iiii:iii:IiiIii::i:ii§:::::iiiii ME.;•;•80:,..,i.•-:mmi. .-img•-,...m.rumio IN CENTER OF TILE 3MM ALUMINUM ,•••••••••••••••••••___••••.....„.„...w...„.„ -------.••••.•••••••.,,,,,,,,,, COMPOSITE PANEL ALIGN ALUMINUM TRIM RING WALL BEYOND SCHLUTER SCHIENE-E#E150 r__ JAMB I .• „ • : .. .• o „ ., o • .• „ •• . .. / SCHLUTER SCHIENE-E#E150 STAINLESS STEEL TRANSITION STRIP- FRONT BEYOND ••••••••••••••-•••••••-••••••••••••••••••-•-•,•-•-•••-•,, ,.....-.........,„....•••••••••••••••,,,,,,,,,,,, OF STRIP TO ALIGN WITH •• / /., ,,.•...• STAINLESS STEEL TRANSITION STRIP-BACK OF STRIP TO ALIGN FRONT OF GLAZING BASE L 1 .. ., . - ,. : , 1/1 6-GROUT JOINT WITH BACK OF COMPOSITE WALL ------,........----- -„,••_••••-••.••••••................,..„., ...-, .„, . ' , , VCT FLOORING mom::]§:::i:::::Rmii::::imii:ii:•:•]:i:imiii::?:::iiimi::i:ii:iimiil:mi:iniii:iiiii::!i: FLOOR BOX • -•,, --: :.„.„.„:„...,,,,,,,,,,,,,,,,,,,,,,•..:4•••:„:„.....„.:•:„:.......:........,.:.......„.„,•:„.o.w........,. .....................................--.....••••••••••••••,....-_____:„.....................„..„. - . • TILE \ TILE 103ing210•Aimmimi:iimi:ii::::::.::::::i•::::ii::mimii:: ::::::wi*::,• ADAPTER RING. .,•:- . •:::i ''' ' . ' •‹- m:n,i•••• mogomiip W.".:MN.:;iiMi:ii:eMMONK " • ;`• " 'i • '., • -!, - THIN SET MORTAR THIN SET MORTAR 4:*:::::::::::*i:::i5):•,:iff::::,:mx*:::*:::::*::::imi:.:x:::::i:::ii:immmimmiaik::::::::*. FLOOR BOX . •,•••• <,.•• , ARDEX - to . ,-, • • ,.•• -e-,- „, . ' ' ' '---""""" -•"----------------------"' 'I•I-I-I-I-I-----------'------.;-w t;1'!''?1:1'''iMaf:i:::Zai:i;i;i;Wi•;;;;.:ki.:5PN;. ;1;:qii;IQiiiiiii,MaifeigiSpeigii;q;t2.1iliii-i!i m--.---• ...°=.", ••=r1'---'--- ....., „,... „„,, ----•"--'"-...--'"- ',V',..V 1-X.."M":•*;:!'.X.W 'I;;;'••• ..*:q z.::.-- •V ,:1,irlg,:,:iF w..,: ,0 CONDUIT , ,„, • • ..:,. . • , ,, .-, ,... .. . , „ . . , :, ,, , : „. .. ,,. : : •„. : • „ o . . . . . . , . . „ . . . . . . . . . . • , . . _ : .- : : : o • • • • • • • • • 1 • • • ............--....Nz._ __ 4::?:-,:ft.-m*:.-,i&••,,,,,,,,,,,•.:„.:§:„:„:zw,,s,.,--•-•„---„,-----,-,f,,,,,,,,,,,,,,,,,,,4,,,....-,„4„:„A „• \,..... ..,., , , • ,:', - . - ,,, , ,. . . •-_, • •• ''' • •• •••., . 4 -... •• . • ,,, • . • ..,; . •-•2 •:..L . : .. ••.• „,,, , 4 .41 • • 1-N, • • • -:%. 0 ---\--- - -",„ . .: ;: •••.: • - „f .1 . :-.; • . 4-: • ,, . •• •••,,,,., .: . ,,,.. ••••••` , .,• - e: ,„. ,, .-2. 7:. ....._,•• • __.... ,,.f. . „-, • - • 2 _______- ,__ ,.4 • • .: • •:•: ,.3........•......... , • i,.,, ......... •; .....* .................__ ,1 • . ...,, (E)CONCRETE SLAB CARPET • - • '' " ' • z \„ • , - • -•?-• .. • -------_______>:----- • ,.•, • • - , • . •,:f . ,-: -, - , : . , (E)CONCRETE SLAB 1/4" CARPET PAD o . . ,..:: , . ., , • NOTE: PROVIDE LEVELCRETE 900 EXISTING CONCRETE SLAB. G.C. SELF-LEVELING UNDERLAYMENT AS NEEDED PROVIDE OVER CUT AROUND TO CUT SLAB AS REQUIRED FOR UNDER MORTAR BED COORDINATE ALL :',: '4• :.' .. . FLOOR BOX AND THEN FILL INSTALLATION OF FLOOR BOX. FLOOR CUTTING 960 A TO ALLOW FOR ALIGNING REQUIREMENTS WITH PATCH AND REPAIR SLAB AS REQUIRED Atlantic ve. FLOOR BOX ON FLOOR TILE LANDLORD PRIOR TO Alameda, CA 94501 ROUGH IN. a 510 865 8663 mbharch.com DETAIL FLOOR OUTLET - (E) CONCRETE SLASCALE: 6"= " 9 TRANSITION - TILE TO TILESCALE: 6"= I-0" 6 VCT TO CARPETSCALE: 6"= 11-0" 3 3MM ALUMINUM COMPOSITE i Z PANEL BY STOREFRONT 4_ I LINE OF METAL STUD VENDOR ON 5/8"F.R.T. MDF BEYOND SUBSTRATE OVER 3 5/8"METALfit ,- 5/8"GYP. BD. i STUDS @ 16"0.C. BY C.C. —1 • ••• :... ------ • I rii ' , 4 METAL STUD FRAMING, BEYOND FACE OF GYP. BD.AND BASE ...',.:...-;,.:L,..___------------ REFER TO WALL TYPE WHERE OCCURS f 1 i., P, •,'A CM# SCHEDULE . DOOR DENNIS SCHLUTER SCHIENE-E#E150 DENNIS HEATH • t • :.7. 2 STAINLESS STEEL TRANSITION = Ca• t*II- .--.3 : .-.:. UNDERCUT STRIP-FRONT OF STRIP -, • 1 DOOR 3/4" TO ALIGN WITH FACE OF GYP. BD. • ALAMEDA, CA • - , - MB# ABOVE <jeq.1.2.13* . ., Ti THRESHOLD 1/4" CARPET PAD NO GROUT JOINT 4177 _ OFOIW PORCELAIN FLOAT AS NEEDED / PORCELAIN TILE • :. •••, TILE • ... :, 3MM ALUMINUM COMPOTILE CARPET SITE . PT# THIN SET MORTAR - 2 '••• -----• - THIN SET tv \I , 7 PANEL BASE BY STOREFRONT VENDOR : -- •-• z 0 MORTAR WASHINGTON - . .- - 0 . .. ... . ... .. .... ...„ ... ... . . .. . .... sc. ,// , FRY REGLET DRMZ-625-25 \ . ....................„.......................„.„„„„.„.„,............„,,......!„,..„,....„,.....„,..„.„,.......„..,...„„:„.„......\„............„,....•.,::_.-::::::::•••-:„•,.-;•:: ;,;•.: ::•••,•,:::::.•-•.,:•-::-:,,,•:: :•;.•:.:-.•,::-. •:::•,::::.o.::•.::::•„....„.„.,„„:.„,.:.,••••:\•:::••:........„•••••.••••••••••...,-....n.•••••..„:„„.....,...,...:••••••• :lit::;.1'%':75;`,;;M'•:,.:M.M.1 WITA.X,sg PAM;4 g li;• gzow:imimmom:R::::vi*i:r.A:;::mimmii4iNgimaimpw:MmowENdmidoom ..i. . . , ., . . . 's' .: .. .. ,) .. ,N.,. .. .. ... .. .! ., .. .. .._.. . .. \ . . .: .. " - I • V " • 4 ' r:r'.. . - , , '•' ... .... . ; ' , ,." . ' , , , • . , .„ .. :,, . ' '••:. r.. . ,,, . „ . . . ',' i ' , .- V . •• 3 : ' „ .-. SQUARE MALL . „ • •• - . -'. 9321 SW WASHINGTON - . „ • . , „: , -.„ - . , - .. .. . • _ . . .. , . - x, . ARDE . - ,. „. ., • .., • •„. . .-, - - .,• - , • ., : . - • , --. .• - • . 4 ,, _, . „ , • 4 .--- . . • , •• .. ., • , • .,,,. . • ,. . • ,, . .,, . , SQUARE ROAD :, , . , . , . . , , .— . . • ... .. . N - 3/4" MDF WB1 1- z w 4" (E)CONCRETE SLAB , SPACE #T05 l-li 0 / / . - 0 > 1-3/4"x1/4" ROUTE MDF ;4- z < - ' (E)CONCRETE TI GAR OR 97223 (..D --, -L-j TO CLEAR FRAMING SLAB '--1 Q 2- < SCRIBE IF REQUIRED NOTE: PROVIDE LEVELCRETE 900 . NOTE: PROVIDE LEVELCRETE 900 SELF-LEVEL1NG UNDERLAYMENT AS NEEDED • , . _ TOP OF FINISHED FLOOR 't• TOP OF FINISHED FLOOR \ $ SELF-LEVELING UNDERLAYMENT AS NEEDED UNDER MORTAR BED UNDER MORTAR BED TOP OF SLAB$ ISSUE / REVISION -. . / _d 1 TOP OF SLAB 4 $ . ._ . 05.19.17 06.23.17 SD ISSUE 75% CD ISSUE ... , METAL BASE (MB1 & MB2) DETAIL is.ciALE: 11 MDF BASE (WB1 ) DETAIL SCALE: 6"= 1'-0" 8 THRESHOLD - TILE TO TILE (RESTROOM) SCALE: 6"= 1'-0" 5 CARPET TO TILE SCALE: 6"= 11-0" 2 07.31.17 PERMIT ISSUE , . NOTE: PROVIDE LEVELCRETE 900 GLAZING BASE BEYOND SELF-LEVELING UNDERLAYMENT AS NEEDED I UNDER MORTAR BED SCHLUTER SCHIENE-E#E150 GLASS DOOR BEYONDSTAINLESS STEEL BY GC. TRANSITION STRIP-FRONT , OF STRIP TO ALIGN WITH FRONT OF GLAZING BASE _...„„,_.. STOREFRONT METAL BASE - . SCHLUTER SCHIENE-E#E150 SCHLUTER SCHIENE-E#E150 , STAINLESS STEEL TRANSITION STAINLESS STEEL TRANSITION STRIP- FRONT OF STRIP I STRIP- FRONT OF STRIP 1/16"GROUT JOINT TO ALIGN WITH FACE OF GYP. BD. TO ALIGN WITH FACE OF GYP. BD. G.C. TO GROUT JOINT SCHLUTER SCHIENE-#E200 G.C. TO GROUT JOINT STAINLESS STEEL TRANSITION BETWEEN NO GROUT JOINT NO GROUT JOINT PORCELAIN TILE BETWEENMALL STRIP- FRONT OF STRIP TO ALIGN TILE&ANGLE WITH ENTRY MAT ON ENTRY MAT ON PORCELAIN TILE TILE&ANGLE WITH DRAWING TITLE WITH FACE OF METAL BASE GROUT TO MATCH EXISTING MORTAR BED LEVEL PORCELAIN TILE MORTAR BED LEVEL GROUT TO MATCH EXISTING WITH ADJACENT TILE. WITH ADJACENT TILE. THIN SET MORTAR THIN SET MORTAR ALIGN (E) SIDEWALK ALIGN CT-1A(ANTI-SLIP THIN SET MORTAR I ALIGN - Z., EXISTING MALLsTI LE ' PORCELAIN TILE) A OR NEW IP!" , ., 7-• •••••••••'/••••••/••••••••••-..,'„,/,//..• /.///./.-://:,-',/•/•••<,./..„-'/„.•-'./.•••-,/ =1••• .- • . .- . . . . . , .. . , -;. • . :• ••.N.-•,,,•-.•0• ••••.• •••..• •''.-1.....,••.....•4.e..•.e•.••••0..•. .'•0.. . . •.1. . .'i.iM.%..-.IN-.-•.-.-.,I-IP...-I.N.-....II.II..i.IM........IN. E.....:II.III.II..R".I.N.,.....M....-.......„.IU..........R...... 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DETAILS . ..”" . , „ . • • • .- , . ..• . _ . . „ ., ,.: 4 ” . ... s . , , • .„. , • 4 • . . -- , . . „. . . . ,, , ,. - . • . • . , :61 • -' ” ." -", " - -' • ' ••%„ - • ' . . ..; ":' - ,- . -; - . " . ‘; - ,,I. . . 4 . - • - . ' , '•, - , • ' • " ' . ,• - . . , . , . ,., • - 4 .4. •• ., , , , . , „ . , ., ,, - •R,+- . ,- , . . • " , - .. . . .„1 • • vr .,,,. • '' • V . * ' ' ' - '* i „ , " . 3 , „ • v 0 - 3 . . , ;,,, .: '**- ." * ' •' ' 4 ,. . , -'. • , , - ; . , , 4. , ' , ' . , ' . - . ' , •-" 1 .. , 4 ' ,, , , 3 v , . • - •• V • ' , • . r - " ' ,', •; - .e. ' • • • ' - '' " -• V ,' ' -.' * „ ,. . , ', . r, ;:: ,, .. • - 4 ''' ; V 4. - . . , . . . . . . „ .. ,., ,, ,. . 4 ' .. -• , -. . . „ , . „ . 4 ' ••• •:•..3—, -. • .., •..1 .. "4, • ,„. -e: , • • . ‘• • , •... . .,,, . ,„„ ____-„-------„„„„ , . . • • ..., , , , , , ,.• . - • • ' 4 — ' • (E)CONCRETE SLAB (E) CONCRETE SLAB NOTE: PROVIDE LEVELCRETE 900 (E)CONCRETE SLAB NOTE: PROVIDE LEVELCRETE 900 (E)STRUCTURAL SLAB SELF-LEVELING UNDERLAYMENT AS NEEDED SELF-LEVELING UNDERLAYMENT AS NEEDED UNDER MORTAR BED . UNDER MORTAR BED SCALE: AS NOTED PROVIDE EMCO DIPLOMAT WITH RIBBED CARPET INSERT AND SCRAPER BAR TYP 522 RK VIDE T 900 PROJECT NUMBER: 51909 ANTHRACITE NO. 200 OR APPROVED EQUAL WITH SCHLUTER TRANSITION STRIP.ALIGN TILE NOTE: PROLEVELCREE SELF-LEVELING UNDERLAYMENT AS NEEDED JOINT(WHERE OCCURS)&ENTRY MAT WITH CENTERLINE OF DOUBLE DOORS. PROVIDE ONE UNDER MORTAR BED FULL TILE AT FRONT EDGE&SIDE EDGE OF ENTRY MAT(WHERE OCCURS). ALIGN FRONT EDGE OF THRESHOLD & BACK EDGE OF ENTRY MAT WITH INTERIOR FACE OF STOREFRONT. SHEET NUMBER _ TILE TO CONCRETE Gs.c....:AiL.,...E0,..., 10 PEDIMAT TO TILE SCALE: 6"= V-0" 7 PEDIMAT TO EXTERIOR TILE I S ,CAL,E:n 6 1 0 I 4 TILE TO MALL TILE 6s"c=1";..E0:" 1 A8 . 05 ALLOWABLE HEIGHTS FOR INTERIOR AND .. inplieglelpriNirlign,iiiiimmi!imiminsigianno B.O. (E)STRUCTURE - - FLUTED METAL DECK(20GA MIN.) VVI WITH OR THOUT ANGLE 8"x3"X 8" _ WIND NON-BEARING CURTAIN WALLS •ICC ER-4943P CONCRETE, TYP. THROUGHOUT THIS DETAIL .,....-...., cl: FASTEN TRACK TO PLATE WITH LONG, LLH (20GA MIN ) ' (3)#8 SCREWS AT 48"O.C. AX ------ 4"---- ____ - •• . . " -- " " - / • >- Lc) FASTEN BRACE TO 2 20 GA. METAL TRACK DS20 / ‘ Mig:i::•,:i::::i:::i:ii1.*:,..41M. A•ig•i.W...,4iii1.Wiiiii•:iiiiiiiiii \ • , ANGLE WITH (5)#10 SCREWS . • / /---------------------- 20 GA. DIAGONAL METAL BRACING DEFLECTION L/120 L/240 L/360 ,.......„...„.„.....,....„.„.„:..,..:.„.........,„.. .„..........,..„--...,..,......„.„.„..,..:.,...,...„ .c•••;.::.2••;•:.',:; •:•, ,....„...,,,,,;.:.,„.,.. ...,. ' SPACING 12" 16" 24" 1Z 16" 24" 1T 16" 24" . .„.. .. :'•-•• ••••"•'••"•''' • WHEN STUDS ARE GREATER THAN .. _ . .-.....---,,, -,--..'...,.-...,..:: --,.....-.....---....-...--....-- ....••--....------.•------- . . .. :-. L.... . . ..„.\ / , ,........„,..............,............•............, ..„.....,.%..........,....................„....,..„.....,., , .:,....„ j•-:,,,,,,,. . •,. - t----4.----w-1---------T, gik.......• • 4,.. ,.._ . ::•:, .,.• :N.,. ,..,, ''17":".' " " ."' '.:..,,,, i':' .. i,• 7 :' 14.-0"A.F.F. SEE STRUCTURAL SECTIONbe< ,.„„...„.......„.....„„........„....,........„.„...„ ...„......„„.„.....,„.„................,........,..„,..... w‘ 1 ,, . ..,.....-, , '-'•• "•• "‘ .....--.2...,_ ,. .......,. :-•-.:. -.,-.,...,....... MI ----. Kt( '- :''' + + GYP. BD. EXTENSION ABOVE DESIGNATION DEFLECTION 5 IBS. PER SQUARE FOOT SURFACE LOAD- INTERIOR WALLS I \_ I + ....7.0____ SUSPENDED CEILING ONLY. 162DS20 = 15/8" 0.072 12-2 11-0" 9-7" 9'-8" 8'-9" 7.-8" 8-5" 7.-8" 6.-8" TYP.AT ALL SITUATIONS INDICATED HERE • \ EEL-ONLY 4"WDE PLATE STEEL-ONLY 7 __I , 401kiNgikgeiiiiROMAKM:ii:5,:gM.::•iiii.pg.g•ip NESTED TRACKS (20 GAUGE MIN.)OR „44„1_-_. I gfECK: 1---- - I (20 GA MIN.)AT ----I DECK: 0(</ _., .. :. , `X/ 25013S20 =2 1/2" 0.177 16.-9" 15.-T 13'-3" 13'-4" 12'-1" 10'-7" 11'-8" 1 cy-r 9'-3" SLOTTED TRACK(20 GAUGE MIN.)TO N .._ de/ #10 SCREWS AT MAX. #10 SCREWS AT d-/\-\ < .- - ., .v.,..,..,....„........"....,....,..,....,........,......„:„.....,....,..,.:,.:,.:,,,,....„.:.:,,...............:,........,......., ,,.. ALLOW 1/2" DEFLECTION TRACKS PER ES 0 " CONT. METAL BRIDGING, SEEC2 ---"""•'le".. 12"0.C. OR STEEL WHERE _ 350DS20 =3 1/2" 0.386 21-8'. 19'-r 17-2 17.-3" 15'-8 13'-8 15.-1" 13.-8" 12.-0" •••••.,....„.„.....„..:•••••-•-•,•••••-..--••...,,,-..,..,.•-•-•••-•REPORTESR-1042 /,4, STEEL-ONLY DECK: ° -AND- NECESSARY FOR STEEL-AND- -n :-,:i CONCRETE DECK: PARTITION CONCRETE FASTEN ANGLE TO CO ;:-. : .., CEILING, SEE RCP$ 362DS20 =3 5/8" 0.419 22-3" 20-3" 17-8 17.-9.' 164. 14-1" 15.-6" 14-1" 12'-4" NM ;11,2ma.MmEm M ROM1E0 ISM STUDS CUT 1/2"SHORT FOR 1/2" DECK VVITH (12)#10 --.14-.--..„, .:\III=.0 01111■11 IMNIIIIIIIM 1.1••.11/11 II 011111M ... ' WiRlig:01A:Minai]ing',',1i10.]::::.1eingig10;:iM HILTI X-U 0.157" ATTACHMENT DECK: 0 _; 4-00IDS20 = 4" 0.528 24.-1" 21-10" 19.-1" 19.-2.. 17.-5" 15.-3" 16.-r 15'-3" 13'-4" DEFLECTION SCREWS OR STEEL- Z z:•, DIAMETER HILT( X-U 0.157" D ' (i) IMPUPPiiiiinNEMBNIMEN POWDER- DIAMETER AND-CONCRETE 9 :::, CC n 550DS20 =5 1/2" 1.153 31-0" 28.-2" 24.-7" 24.-9 22'-6" 19.-7 21-7 19.-7 17.-2" FINISH MATERIALS (WHERE OCCURS) HELD DECK: tORMANSSZOMMangiiMaioniiii ACTUATED POVVDER- f!) 1/2"SHORT OF TOP OF TRACK TO ALLOW FASTEN ANGLE TO tx ' :/03 600DS20 = 6" 1.403 33.-3" 30.-3" 26'-5" 26'-6" 24'-1" 21'-1" 23'-2" 21'-1" 18'-5" FASTENERS AT ACTUATED FOR 1/2" DEFLECTION. DO NOT SCREW DECK WITH (4) HILT! Ill5/8"TYPE"X"GYP. BD. EACH SIDE ': , 0 18"Q.C. EMBED FASTENERS AT V Q z ON 20 GA METAL STUDS @ 24"O.C. 800DS20 = 8" 2.853 42.-3" 3T-9" 30-10" 33'-8" 30'-7" 26'-8" 29'-5" 26.-9" 23.-4" FINISH MATERIALS INTO TOP OF TRACK- X-U 0.157" DIAMETER - ., 3/4" PER ESR-2269 18"O.G. EMBED :=1 FASTEN INTO STUDS ONLY POWDER-ACTUATED 0 LI 1 LAYER PARTIAL HEIGHT ON ONE 3/4" PER 0,5 TYPICAL WALL SECTION NOTES: FASTENERS, EMBED --4-"-.A SIDE WITH 1 LAYER FULL HEIGHT ON ESR-2269 < -7.711-77 ., APPLY OR PATCH FIREPROOFING(WHERE 1 1/2",4" MIN. til z OPPOSITE SIDE 1. ALL METAL STUDS TO BE STEEL STUDS MANUFACTURERS ASSOCIATION ICC#4943P, 3 5/8"X 20 GAUGE INDICATED)AFTER INSTALLATION OF SPACING PER cK < z (MINIMUM)AT 24" O.C. (MINIMUM)THROUGHOUT UNLESS NOTED OTHERWISE. TRACKS OR STRAPS ESR-2269 0 .. • , - iii W - 2. ALL CONNECTION AND FASTENERS TO BE AS PER DETAILS. ALL MANUFACTURERS AND ICC#'S TO BE 20 GA. METAL TRACK STRICTLY ADHERED TO BY G.C. UNLESS APPROVAL FOR EQUAL SUBSTITUTION IS RECEIVED FROM THE 0 4 - ...: -' BUILDING DEPARTMENT. O) .., -... 3. ALL GYP.WALL BOARD TO BE 5/8"TYPE"X"THROUGHOUT. ATTACH WITH 1"TYPE S DRYWALL SCREWS T.O. FINISH FLOOR j 12"O.C.VERTICALLY AT STUDS AND 8" O.C.AROUND PERIMETER. PARTITION PERPENDICULAR TO FLUTES 03 PARTITION BELOW & PARALLEL TO FWTES 0 PARTITION BRACE TO DECK ., "V 4. GC TO PROVIDE "CRC"CHANNEL WITH 1-1/2"x1-1/2"x16GA CLIP ANGLES AS REQUIRED BY MANUFACTURER 960 Atlantic Ave. - •iii.iii.ifiai.iii•ii•I•iin'iganglitilii$ineiNOM•iiinenei!iiliiMica GUIDELINES. Alameda, CA 94501 •Iii.:1!,1!iiiiigineinhEdiginelEignegilaiggig 510 865 8663 mbharch.com , METAL DECK PARTITION ATTACHMENT 9= 1.-0" 9 NON-RATED PARTITION SCALE: C NOT USED SCALE: 3 I I I I _ / \ -1--L . L-1_ Ian niakffinin.:eiMinn MignES1RENR B.O. (E)STRUCTURE II _ I • • 1 I 2.-3" I I I 20 GA. METAL TRACK • / / 9 z LIGHT BOX 11. • I - / WHERE NO CEILING, r co _ t EXTEND FULL HEIGHT MTL. STUD FRAMING, TYP. SEE /2 DENNIS 0 :N. V ...„.........-.--'---'-**------- SWIZAELL,-GLAEGLIGENED84-SSPHAECEI NTGA2.01 FOR rDENNIS HEATH c‘ 4 1 "z., - r- it= 434. 0- (•"" ...a GYP. BD. EXTENSION ABOVE ed;LAMEDA, ICt.\• al 4141414400110 4,, 1-1/2"X 3"X 16 GA. CHANNEL CLIP e4"11/131 I - re I I SUSPENDED CEILING ONLY. \ \ ' N •\‘ '\ \•\ N '''`\\"\-\ \\ N ‘ NNN \N\ \ • n r- .%io/ - 4" ANGLE 1/4" LESS THAN STUD VVIDTH, TYP. -ATTACH AT EVERY 4/1470F a 5. STUD WITH (4)5/8"#S-12 SCREWS ALIGN BOTTOM OF LIGHT ‘\\\ TUBE 4 OR 3/4"WELDS IN (3) PLACES co •••••. COMPOSITE BOX W/BOTTOM OF ALUM. / FRAME Ci - CEILING, SEE RCP 4, / ----AIM= , =NO 41•MM)ILMINIO . METAL PANELS, LI / 0 i ,- 3/4" 16 GA. COLD-ROLLED CHANNEL, WASHINGTON SHEATING AND u_ 0 r / 1- , 1411LOCATE AT 4'-0"0.C. HORIZONTALLY, METAL FRAMING 0 / r: . CONT. METAL BRIDGING, SEE( OR AS REQUIRED BY LOCAL CODE ., / 0 1144011 SQUARE MALL - - BY NMF, U.O.N. ci / 9 cd / / - 0 / m ,. . , , 0 9321 SW WASHINGTON 1 LAYER 5/8"TYPE"X"GYP. BD. '*' . 1/2" MDF BACKING / -t, z EACH SIDE ON 20 GA METAL STUDS SQUARE ROAD , ta: u. ./•‘: --7.-7t--r.7: @ 24" 0.C. Z -v A SPACE #T05 a.- b) TIGARD OR 97223 .., COMPOSITE METAL PANEL ON 1/2" / - 0 20 GA. METAL TRACK NOTE: ,..- FIRE TREATED MDF, ON METAL r TUBE FRAMING \ i FRAME 7'' STORES IN SEISMIC ZONES 3 &4 ., ONLY: PROVIDE CLIP ANGLE(S)+ $T.O. FINISH FLOOR f.Ns, • • / / " ,,.... , 1.'.., i•;:;:;::;::;!]!;!;:::;:;:;:;:;:•::;:i!;!i!":::::;:;:;:;:=:;:;:;:T:;:;:;:T::;:=:;:;=:::1:=:!:g,::1:!=z1:;:ua:':=]:::ni T.O. FINISH FLOOR SUB FLOOR - 5.-0"A.F.F. AT WALLS 10.-0" HIGH . OR LESS,AND EVERY 4'-O"AT SUB FLOOI ' . . WALLS GREATER THAN 10.-0" OR ISSUE / REVISION '''N „'''' AS REQUIRED BY LOCAL CODES. 05.19.17 SD ISSUE 06.23.17 75% CD ISSUE - ' - 07.31.17 PERMIT ISSUE NOT USED Si CuA2,L,E.J.v.0,, 11 STOREFRONT PARTITION W/ MTL PANEL ISI_CvA2L,,E.:1.4. E NON-RATED PARTITION St_CuA21.,,E.:1,..0,, B TYPICAL BRIDGING DETAIL SCALE: PARTITION TYPE TAG NOTE: -Igni!iiiiiViriigitilleggiillelliall B.O. (E)STRUCTURE SEE ELEVATIONS FOR BASE DETAIL. I ligg • . 4,* 20 GA. METAL TRACK /I ,giiiiii I L,..!11!..1 1// /j \ ,.......,.. 20 GA. DIAGONAL METAL BRACING FRAMING SIZE * .„.„..,,,:;•.,...,„..,,,.. ....... ... jr ___ I.:','.--- - _ - _ .11:Y-0"/K GY1PW.111 9 111. ......... ......... ......... .......... •••••• • ,.••.:•.:••,,,,••,:..:••,.: .............,,,,, -.. 1_,_ I WHEN STUDS ARE GREATER THAN 14-0"A.F.F. SEE STRUCTURAL GYP. BD. EXTENSION TIGHT TO UNDERSIDE OF CONC. BEAM/OR SLAB+WEBS IN SALES AREA& OWNER'S LOUNGE RATING/HR PARTITION TYPE PARTITION TYPE LEGEND: SEE PARTITION DETAILS THIS SHEET RATING LEGEND: 1 LAYER 5/8"TYPE"X"GYP. BD. • GYP. BD. EXTENSION ABOVE 0- NON-RATED PARTITION :., EACH SIDE ON 20 GA METAL STUDS imp; ,....... • •,... .,..,,---"*.- --- SUSPENDED CEILING ONLY. 1 - 1 HOUR RATED PARTITION : @ 24"O.C. 2- 2 HOUR RATED PARTITION DRAWING TITLE ....„.„,.. „....... -...,,,,,. CONT. METAL BRIDGING, SEE( FRAMING ' - <13 FRAMING SIZE LEGEND: :., :. CONT. METAL BRIDGING, SEEC CEILING, SEE RCP 1 - 7/8" HAT CHANNEL -LVA-- C' 2- 2 VT METAL FRAMING ...,........ 3- 3 5/8" METAL FRAMING „........ 4- 4" METAL FRAMING . ..,,...,....:.:.......:.:::.: 6- 6" METAL FRAMING EACH SIDE ON 20 GA METAL STUDS .•• .••-...••i.•• ......... PARTITION DETAILS 0-----77' ©24"0.C. „..,„....... - INJ GENERAL NOTES: 1. SEE STRUCTURAL DRAWINGS FOR METAL STUD ,,.. 1 LAYER 5/8"TYPE"V GYP. BD. ON FRAMING DETAILS. 20 GA METAL STUDS @ 24"O.C. ..- .773 - 2. ALL METAL STUDS TO BE 20 GA. UNLESS NOTED i:•, 20 GA. METAL TRACK OTHERWISE IN STRUCTURAL DRAWINGS, •:', ,,. ......... .,,. 3. FOR FULL HEIGHT WALLS SEE STRUCTURAL T.O. FINISH FLOOR SUB FLOOR ‘,............. ......... •••••.- ---- „...,..,...„ ......... ••••••••• - ... .,.: ,,. 20 GA. METAL TRACK DWG'S FOR SPAN TABLE TYP. SCALE: PROJECT NUMBER: AS NOTED 51909 ' :ii:gi: 4. USE GREEN BOARD ON TILED WALLS. laNigUbMIOINagtOMMEORWARig •R•i:,:,,i . &,y,*,.„-,,K,i,:f.,•:ii•eaf:viimimigiN,:i,..iii:i!i.i:,.,•aii.*::NiiiKmiii:ilii.gimin:EM:mi:•,:::i•giiiigiiiimilii4 ,, T.O. FINISH FLOOR MMiOigs=e-iMW&MMAWQ:i:W•ii3a;W:WMainugaammg,, SM. s,.. 5. LEVEL 4 GYP. BD. FINISH TYP. IN CUSTOMER ,,.:.,......:,.,:. . ..„„..... SUB FLOOR FACING AREAS U.O.N. SHEET NUMBER ......... laidiaiiiiii.010EMENNIESIO . 6. LEVEL 5 FINISH AT FEATURE CEILING AND PLASMA WALL. - .. ALE: S OWNERS LOUNGE PARTITION siC172,L,E.:1,..0„ G 1 -HOUR RATED PARTITION SN Co AT LuEs:E D D FURRED PARTITION si..c1/2.,_, A PARTITION TYPE LEGEND N.T.S.CALE: 1 • . - FINISH SCHEDULE FUNUH SCHEDULE (CONTD) COMPOSITE METAL + PAINT CEILING SYSTEMS KEY MATERIAL ITEM NUMBER I COLOR FINISH MANUFACTURER CLASS LOCATION / REMARKS KEY MATERIAL ITEM NUMBER I COLOR FINISH MANUFACTURER CLASS LOCATION / REMARKS 4 MM ALUMINUM TO MATCH BY STOREFRONT VENDOR STOREFRONT: tiff/. , ; "(2,4 Vrol.6,4,:r IP :Arcie"' " 1' 1,L6:IALJ,,i1 i .44A11.1til' %Ad, I" '. "or t'd r :• P CM1 COMPOSITE METAL PANEL BM 2087-10 NEON RED SATIN MAXIMUM SIZE VVITHOUT SEAMS IS 4'-11"x1V-11"(59"x143") 4.e4'40404 • A ue A, 410,200.;*, Avill, jAirTro), • " 0 't IP • 4,. i•#-Acrf, /iv ,dre.weiAcc4" A 091,40m5meof, ow z # ,,z1iirz Velgiii ,eh*? • 7.01.1-;C.0.,07 # # .e. ‘!„-- • - ,44-7 ., .. .•, __ 4 A.04,47,,`"*(4- ffy 4,,,fx‘,4,40" yr, ... ,,, .4..0........4tk - .4..4-- 0. -, -0• - r- --------- A.F .4.e..efj" Arattg0- .6d49:4666a& 'AoLlAediff Aeriff.):00:riago. .) - c, zo),Villidlo- iiro- .....:Ar ljeAluilif:-..:"..- At" r jer A A z r4.7 siZAA427pieeVif AV", offer,,rff4fer i/Xlir, .9ifaulatatri- 14 1/7:‘,/, kommoomeminmmmimmin ii.dear.ni..i0 7' " 1,1 ;''4.."' A144;,./.•,& - /JAVA:rkr e*tr ; * '" ./11#i ie fr 2'X 2'X 1"ACOUSTIC 3251 OPTIMA SQUARE TEGULAR BACK OF HOUSE: ACT2 CEILING TILE COLOR: WHITE FINE TEXTURE ARMSTRONG A HALLWAY&OFFICE PT1 PAINT BM 2087-10 NEON RED EGGSHELL BENJAMIN MOORE/REGAL A SHOWROOM SIDE OF STOREFRONT SOFFIT+ REAR SHOWROOM WALL 1/4" REVEAL CEILING SILHOUETTE XL 1/4" REVEAL, 9/16" HOT DIPPED BACK OF HOUSE: SELECT TOILET ROOM: GD2 GRID BOLT SLOT AND SHADOW MOLDING GALV. STEEL ARMSTRONG A HALLWAY&OFFICE WITH 7873 SHADOW MOLD pagnaMiRMENOMEMMEN WALL ADJACENT TO SINK*LOCATION PER TESLA DESIGN MANAGER. COLOR: WHITE .V]Mii.:.1E]iniENCARMONSROMMENNO PEARL DOOR I TRIM (FOR SPECIAL CONDITIONS ONLY) SHOWROOM/BACK OF HOUSE:� Mi�����[A��|�U�� GYP. BD. CBL|NGSLOUNOEVVALL & PLASK�AVV�LL.VVHEELBACK -`~ ~~ pT2 PAINT BW1OC'G5CHANTILLY LACE EGGSHELL BENlAK�|NK8ODRE/REQAL A OFHDUSEyyALLG ' STAND, - | SELECT PEARL A DOOR/TRIM!WHEEL PLATFORM KEY MATERIAL ITEM NUMBER I COLOR � FINISH MANUFACTURER CLASS H���T�(�� / REMARKS _ '��`7����� , "� � - � - SHOWROOM I OWNERS LOUNGE: HI-MACS SPECTRUM SHOWROOM: PT3 PAINT BM 2124 1OyyROUGHT IRON MATTE BENJAMIN MOORE/REQAL A GYP. BD. WALLS ABOVE 10'-9"AFF, BASE AT SHOWROOM CABINETS, SS1 3/8"ACRYLIC SOLID COLOR� LUNA� SAND G1OO -- LG HAUSYS AMERICA -- OWNERS LOUNGE COUNTER - SELECT EXPOSED BRACING AND ALL DEVICES(NOT ALREADY BLACK). OPEN SURFACE � DECK. HI-MACS CLASSIC , 3/8"ACRYLIC SOLID - LG HAUSYSAKER|CA TOILET ROOM: COLOR NEVERCO�PRO�!SE - - PT4 PAINT BM 2020'10 JET BLACK PEARL BENJAMIN KODRE/REGAL A SHOWROOM: QS1 SURFACE COLLECTION ARMADILLO GT908 LAVATORY CO UNTER /' SELECT RECESSED AREA AT PLASMA WALL, LCD FRAME ��~ HIGH PRESSURE COLOR: CHALKVVH|TE TEXTURED NEVAMAR COMPANY ', .w !». PL1 PLASTIC LA 'Ar A E COUNTER/SHELVES, HALLWAY CLOSET^^^"^^^^^^^^^^^^^^^^ ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^~'^^^^^^^^^^^^^^^^^^^^^^ 96U Atlantic Ave. EGGSHELL BENJAMIN MQORE/REGAL A GYP. BD. CEILINGS & WALLS PT6 PAINT BM 2124-30 DEEP SILVER -- (FOR SPECIAL CONDITIONS ONLY) AlamedaCA 94501 PEARL SELECT A DOOR/TR|K� ' Adr4 4,4 /-4444 24,/ 14 i Afivar-"i / A/ 5lU0658663 nnbharch.com Iverfr /4/7 Fr let- , .01244 '4 e A FLOORING / BASE K�� MATERI4| ITEM NUMBER I COLOR FINISH MANUFACTURER CLASS LOCATION / REMARKS ).- t, v '4Mewl," "110" '4.Or ww ~ LiAAIUAVIV ~ , _° ill f : . ~ ^ ' 4 °, , -.. I f' 1 ,*OWNERS LOUNGE: r:4 , U �� 4,(�p|2 CARPET TILE YOHJI GRID 1/10 GAUGE TANDUS FLOORING OFFICE "� ~ » * w ALAMEDA, CA * ' STYLE: BASALTINA STONE PROJECT EXTERIOR ENTRY AREA: CT1A PORCELAIN TILE-DARK COLOR: STUCCATA MATTE LB\CERAW4|CHE PORCELIN TILE TREATMENT#80378. ���0E1����^_ ' SIZE: 11 50''X23 6/16^30CM X 60CM EXTERIOR USE NO SKIDDING-ANTI-SLIP STYLE: BASALTINA STONE PROJECT SHOWROOM I SALES: CT1 PORCELAIN TILE-DARK COLOR: STUCCATA MATTE LEA CERAMICHE . ENTRYAREA-TH|N SET MORTAR BASE, MATCH EXISTING MALL TILE SIZE 11 G0' X23 5/16^ 30CM X 60CM ELEVATION FOR FLUSH TRANSITION BETWEEN SHOWROOM AND MALL WASHINGTON FLOORING. FACE OF BASE TILE TO ALIGN V�TH FACE OF WALL TILE RESPONSIBILITY MATRIX SQUARE MALL~_ VVHERE OCCURS G1 1/16"GROUT #60 CHARCOAL PG6017 CUSTOM BUILDING RODUCTS ROOM: TOILET ' � FLOOR AND BASE. GC TO INSTALL WATERPROOFING MEMBRANE PER 9321 SW WASHINGTON MALL CRITERIA AS REQUIRED CONTRACTOR OWNER OWNER SQUARE ����� �� DESCRIPTION LOCATION FURNISHED FURNISHED FURNISHED NOTES �������� CT2 PORCELAIN TILE-LIGHT STYLE: BASALTINA STONE PROJECT MATTE LEA CERAMICHE SHOWROOM/SALES: CONTRACTOR CONTRACTOR OWNER COLOR: NATURALE MAIN DISPLAY AREA OF SALES FLOOR-THIN SET MORTAR INSTALLED INSTALLED INSTALLED SPACE #T05 SIZE: 11 50''X23 5/18^30CM X 60CM BASE- MATCH EXISTING MALL TILE ASSEMBLY THICKNESS FOR FLUSH TRANSITION BETWEEN SH[VVROO8AND 7DGARD, OR 97223 G2 1/16" GROUT #370 DOVE GRAY CUSTOM BUILDING RODUCTS SITECDNCOURSE CONSTRUCTION BARRICADE STOREFRONT �� BARRICADE INSTALLED BY LL AT TENANT'S EXPENSE CT3 PORCELAIN TILE STYLE: P321109001 �� MATTE PORCELANOSA COLOR: MARMI BIANCO TOILET ROOM: 0 � CONSTRUCTION BARRICADE GRAPHICS STOREFRONT S|ZE: 12.4''��23.3" PLUyNB|NC�VVALL *PER TESLA DESIGN MANAGER INTERIOR DEMOLITION STOREFRONT 0 ISSUE / REVISION G3 1/16"GROUT #381 BRIGHT WHITE pQ38117 CUSTOM BUILDING RODUCTS ' ~'`~ SIGNAGE 0 O5.1B.17 8O ISSUE ^� �� �mr ��r,rrrr��^0' ��[�AT|����^� r�� *^w`-�~p'`r V #4 ' ' " r- '^�:�rr�0 ... . . ..' m�§�� ��� � ji ��� STOREUGHTF|XTUR�G O7.J1.17PEF�K8(T 0SUE ~' ^~ A 0 -----------�-_-_. T1 GRANITE THRESHOLD ABSOLUTE BLACK POLISHED MARBLETHRESHOLDS.COM TOILET ROOM: EMERGENCY LIGHTS �� 4"��3G">(S0^ THRESHOLD �- . DOUBLE STANDARD BEVEL EXIT SIGNS 0 PRODUCT CODE: GRTHABSTDB0436 PARKING GARAGE LIGHTS 0 LIGHTING CONTROL PANEL �� ----- BOH `� STYLE: 4'' HIGH COVE BASE ===` VB1 VINYL WALL BASE � MATTE ROPPE IT/ELECTRICAL ------ COLOR� #16U''OARKGRAY~ � ��CLOSET � ��������F�/�� 40 'Z 441#4.4-04e )44#01‘! „„ ,dp,,- / AAl_d_.• m„,t,0,,„or ,.404;7 4/':' " °°°°r 4+4 t e • • : /r 1P7:44(0097- ,$:-.•, ,, , , ,, - -'. - — /0#:4Arelf -it‘1,,, �ATACABEL1N{� �� FURNISH � INSTALL TERMINATION BY OVVNE� _ / K "6"/".1.... . ., A/A '';".A..;11:41," dr / ill" J , f 1.17 )091";--4'1 z- ----1 SOUND SYSTEM �� � . =� STYLE: STATIC DISSIPATIVE TILE BOH: SPEAKERS �� yT1A VINYL CDKAPDS|TETILE THROUGH ARMSTRONG CLASS 2 |T/ELECT�|CAL �~ ------ --------'----- (SDT)' COLOR: FOSSIL GRAY PATTERN ASTM F-1066 {3UARTE�TUR- pATTE�N SPEAKERVNRES 0 EXCEPT OWNER CONNECTS TO RACK 12X 12}� 1/8"THICK /» DRAWING TITLE SHOWROOM: SHOPPER TRAK 0 CABLE CAT 6 BY GC ' �^- K8B1 4 K8kAALUK8|NUK0 TO MATCH SATIN BY STOREFRONT FRONT ENTRY SIDE VV�LLS SECUR|Ty �� pULL STRING(OWNER PROVIDED, CONTRACTOR INSTALLED) COMPOSITE K8ETALBASE BK82O87-1D NEON RED VENDOR �� USE WITH CM1 • STORE TECHNOLOGY HARDWARE . ' 0 STOREFRONT: ' 4 MM ALUMINUM BY STOREFRONT PHONES 0 CABLE CAT 6 BY GC FINISH SCEDEKB2 CLASSIC WHITE SATIN COMPOSITE METAL BASE VENDOR USE WITH CM2 CORES 0 AND _i ��8��� DOOR HARDWARE �� �����������U�UU �� _~ ���~��K-v��U�N��U��U�~ U U refe; 1 • ' . ' ii... ,, r AgOr'r fr iv TRANSITION STRIPS ' THRESHOLDS �� MATRIX egad 1 7 411414#14 6 rcil”--:144":4e*ft": 1.4, . ... . ..il i r, .; .,1.. r ,, ,,, , , �� ���~~~� �� n�U�� o ��U�� STOREFRONT �� rem ��n� :p� -r ~�� rr"`~ v"'�wp.w��°��°mnvr' ' m�wmmr �r eK8|LLyyORK SEEA2.O3. U.O.N. j 0 TILE ���� BALES AND RESTROOM, QUANTITY TAKE OFF BY GC , SCALE: AS NOTED FURNITURE 0 ASSEMBLE AND INSTALL PROJECT NUMBER: 51800 ' SHEET NUMBER . A9 . O1 .._ #:.`.:';:%:ii;`Y'.''�:i%' si �ii$it3 'i '......:....:.:... HARDWARE SCHEDULE .:.:::::::: :::.::::.:::.:..,.::.:. ..•••:•....: / I • Wliv t}\:i. '�i:; Wit:\:4\\. `::\ PROVIDE SIGNAGE `�`',,�� .. • B J�i. ot � ABOVE GATE. ..�:�:.-�. I /� IQP THI DOORTO REMAIN NLOCKED WHEN BU L INC ISCU IED SUO� I 1 � / �IJ 4:4. AI- r r 'i +h 1 \'::::%_1;:`:`;�.:4.�;:�.1:; ?:�}ii::;:.i}ii : Orr 1 A r ./,' 11 mino r � r ./ MAX. I . r I , . / ,.Kv: /1 �I 1l2 MIN . GAP T s l GROUP 2: IT/ELECTRICAL CLOSETINCLOSE D POSITIONHOLLOW METAL ,::>:•.:<:.:.:.:::::.::::;>.:::>::::>:>::::>::::;::::;:::.::.::::>»:..:::::;:>::>:::..:;::::>:::«::::::>:.::::;::,:.:::.<::::::>}::::.:>,:::::::>:6:::.>::.<:::<:::;::,.::::::>i::;•i: vygmi % vi: ^ . } Loifii:::: : :: < ; > : >:>:< i; k , :: <> : s » : 1 EACH PASSAGE LOCKSET SCHLAGE #ND10S- :<.: TLR-ASA FINISH: 626 FRAME � « ; : : ... .. PAIR HINGES 3 GE HAGER GE BB1279 (4 1/2 X 4 1/2) US26D 1 EACH CLOSER DORMA 8916 AL • SOLID CORE 3 EACHSILENCERS M WOOD DOOR , �:.:::.<.>:::;;:>::�::;:.::.>::,.:>:..»:<:.;':�:::::;;:::.,,.:.»:;;::..::•;:<,::::;:<:.:::.:, TRI CO 1229A ,:<:i:::.:>::>�:>:>:><:�::<::«<:;:<<:::>:::.<.: >:»::»:::::,::>::>:<:>:::<::»::;:::<::::>:::;::>::><:: ii:2 isiY::jj}>}':::::,>::%v?:is:::?: ,;,:<j:.......'ry`: ? ti:::':\:':ii}.:�C:i i'?ivti:tiv\iti.i�:ti::;''<i ti:iY':ii::::}\Ji:;::L':',u;{i(:i!,: 1 EACH STOP HAFELE -937.51.720 SS LEVER HARDWARE """""'"` 1/2"CLEAR LOW n,< .k ...... .. :_:.:..:.. ....,....... 1 EACH KICK PLATE TRIMCO 1229A SS �- IRON STARFIRE 1 TEMPERED GROUP 3: TOILET ROOM GLASS 1 EACH PRIVACY LOCKSET SCHLAGE# ND40S-TLR-ASA FINISH: 626 3 PAIR HINGES HAGER BB1279 (4 1/2 X 4 1/2) US26D a_o Z 1 EACH CLOSER DORMA 8916 AL '> . KICK PLATE ON PUSH SIDE, 3 EACH SILENCERS TRIMCO 1229A - 111OFFICE ONLY. 0s SEE INTERIOR - 1 EACH DOME STOP HAFELE - 937.51.720 SS ELEVATIONS = GROUP 4: OFFICEREFER TO 41 / SCHEDULE 1 EACH OFFICE LOCKSET SCHLAGE#ND5OPD-TLR-ASA-80-033 FINISH: 626 5/8" MIN. GAP - 960 Atlantic Ave. 1.5 PAIR HINGES HAGER BB1279 (4 1/2 X 4 1/2) US26D Alameda, CA 94501 1 EACH CLOSER DORMA 8916 AL ENTRY NOT USED STANDARD 510 865 8663 3 EACH SILENCERS TRIMCO 1229A0 mbharch.com 1 EACH DOME STOP HAFELE -937.51.720 SS GROUP 5: REAR EXIT DOOR HARDWARE SCHEDULE NOTES 1 EACH STOREROOM LOCKSET SCHLAGE#ND96PD-TLR-ASA-80-033 FINISH: 626 3 PAIR HINGES HAGER BB1279 (4 1/2 X 4 1/2) US26D 1. ALL SCHLAGE LOCKSETS TO BE PROVIDED WITH BEST 7 INTERCHANGABLE LOCK CORES. / 1 EACH DOOR VIEWER HAGER 1756 PATCH 2. PROVIDE LCN 4041 DEL CLOSER ON ALL FIRE AND SMOKE RATED DOOR ASSEMBLIES. 1 EACH CLOSER DORMA 8916 AL ,/ \ FITTINGSf . REFER TO REMARKS IN DOOR SCHEDULE FOR IDENTIFICATION OF RATED ASSEMBLIES. - ♦ Oj e!d . . / 1 EACH FLOOR STOP HAGER 242F US26D / 3. PROVIDE PEMKO S88SMOKESEALON ALL FIRE AND SMOKE RATED DOOR ASSEMBLIES. 3 EACH SILENCERS TRIMCO 1229A / ` CI DENNIS HEATH\ ----'4 S O 00 S REFER TO REMARKS IN DOOR SCHEDULE FOR IDENTIFICATION OF RATED ASSEMBLIES. 1 EACH KICK PLATE TRIMCO 1229A SS / \ A EDA, GROUP 6: SLIDING GLASS GATE \ a ALAMEDA, CA e 4. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED ATA MIN /' ` e c.12r3I1It 34"AND MAX. 48"ABOVE THE FINISHED FLOOR. 1 SYSTEM TOP HUNG SLIDING HAFELE HAWA SUPER 250/G o �1 t� t � � GLASS DOOR SYSTEM TOP HUNG GLASS DOOR w \ VFfl' 5. ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH SECTION 1008.1.9- 1008.1.9.7. SYSTEM cC,) 4 EACH RUNNING GEAR 3 STEEL HAFELE 942.42.013 >- \ WHEELS M12 O \ / UPPER TRACK W/FLANGES HAFELE 942.43.601 0 SS \ � 4 EACH TRACK END STOPPER HAFELE 942.42.041 0 GALVANIZED \ - / WASHINGTON to - 4 EACH SUPSPENDED PLATE HAFELE 944.44.022 STEEL \ CYLINDER SQUARE MALL W/M12 BOLT SUPER 250/A \\ q/ AND LOCK, 9321 SW WASHINGTON - 2 PAIR DUST PROOF KEEPERS CRL#AMR208BN BN W.O. 2 EACH DOOR PATCH LOCK CRL#AMR215BS BS SQUARE ROAD 2 PAIR LOCK CYLINDER PROVIDED BY BEST SECURITY - SPACE #T05 SYSTEM VENDOR THUMBTURN DRA2OBS NOT USED NOT USED0 HINGED PAIR GLASS DOORS TIGARD, OR 97223 CYLINDER 1 E-74-C4-RP3-626 CORE 1CC7A2-GREEN CONTROL KEY 1A2A2-KS681-KS800 MASTER KEY 1A3A2-KS682-KS800 • ISSUE / REVISION GROUP 7: HINGED DOOR SYSTEM SCALE: 05 19 17 SD ISSUE 2 PAIR DOOR HANDLES CRL#72LPBS 72" LADDER STYLE FINISH: BS DOOR TYPES 3/8" 2 __. , 06.23.17 75/o CD ISSUE BACK TO BACK PULLS 07.31.17 PERMIT ISSUE 2 EACH DOOR PATCH RAIL (UPPER) CRL#DR4SBS34PL CUSTOM 4"X12" BS DOOR SCHEDULE 2 EACH DOOR PATCH RAIL(LOWER) CRL#DR4SBS34P-4" VENDOR TO PREP & BS - ..___..____.________________._.. PROVIDE LONG THROW DOOR FRAME HEAD / HDWR. DOOR AND HARDWARE NOTES MORTISE LOCK NO. LOCATION SIZE . MATERIAL MATERIAL RATING TYPE JAMB SILL GROUP REMARKS/NOTES 2 EACH CENTER HUNG WALKING DORMA HD8062 BS WIDTH (SEE PLAN) ... 1. THIS PROJECT SHALL COMPLY WITH ALL FEDERAL AMERICANS WITH DISABILITY ACT BEAM DOOR PIVOT(UPPER) 1A ENTRY-SLIDING GATE x 10'-9" HEIGHT GLASS -- - A -- 1/A8.056 DOOR ASSEMBLY AND HARDWARE BY STOREFRONT VENDOR. REGULATIONS AND ALL LOCAL ACCESSIBILITY REGULATIONS. EACH DOOR VERIFY HARDWARE W/TESLA C.M. 2. ALL DOOR HARDWARE SHALL BE OF THE LEVER OR PUSH TYPE, MOUNTED 30"TO 44"ABOVE 2 EACH TOP DOOR RAIL FITTING CRL#9040TDF - FOR PIVOT ARM WIDTH 12'x 10'-9" THE FLOOR AND BE OPERABLE WITH A MAXIMUM EFFORT OF 5 LBS. FOR INTERIOR DOORS. 1B ENTRY- HINGED DOORS HEIGHT DOOR GLASS F 4/A8.05 7 DOOR ASSEMBLY AND HARDWARE BY STOREFRONT VENDOR. 3. CONTRACTOR SHALL VERIFY WITH SUPPLIER THAT ALL HARDWARE MEETS ADA 2 EACH CLOSER ARM CRL#9040AS -- - -- VERIFY HARDWARE W/TESLA C.M. REQUIREMENTS. 2 EACH CONCEALED FLOOR CLOSER. DORMA BTS 80 BFE ANSI SZ6 SPRING & 90° - 4. ALL HARDWARE SHALL BE A.N.S.I./B.H.M.A. STANDARD FINISH 626, SATIN CHROMIUM, TYPICALDOOR ASSEMBLY AND HARDWARE BY G.C. HOLD OPEN- MAX 8.5# 2 TOILET ROOM 3'-O"X 7'-O"X 1 3/4" S.C. WOOD HM C 1/A8.04 5/A8.05 3 UNDERCUT DOOR 3/4". 7 (U.O.N.) PULL - .01 5. THRESHOLDS SHALL BE IN COMPLIANCE WITH A.D.A., STATE AND LOCAL ORDINANCE - G.C. TO PROVIDE AND INSTALL SIGNAGE, SEE .04 GUIDELINES. 2 EACH CLOSER COVER PLATE DORMA BTS 80 BS 3 OFFICE 3'-0"X 7'-0"X 1 3/4" S.G.WOOD HM C 1/A8,04 4 DOOR, JAMB AND HARDWARE PROVIDED BY MILLWORK 6. ALL MANUALLY OPERATED FLUSH BOLTS ARE PROHIBITED ON EXIT DOORS. WHEN EXIT DOORS - 5/A8.05 VENDOR. JAMB INSTALLED BY G.C.. DOOR AND HARDWARE ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF 2 EACH CLOSER CONCRETE BOX DORMA BTS 80 - INSTALLED BY MILLWORK VENDOR. DRAWING TITLE HAVING THE AUTOMATIC FLUSH BOLT SHALL HAVE NO DOORKNOB OR SURFACE MTD. 2 PAIR DUST PROOF KEEPERS CRL#AMR208BN BS - - HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. 7. ALL HOLLOW METAL DOORS TO BE FLUSH TYPE WITH 18 GA. FACE SHEETS WITH FOLDED 2 PAIR DUST PROOF STOPS CRL# DL2522A ALUM. 4 IT/ELECTRICAL CLOSET 3'-0"X 7'-0"X 1 3/4" S.C.WOOD HM C 1/A8.04 3/A8.05 2 DOOR ASSEMBLY AND HARDWARE BY G.G. INTERLOCKED SEAM ON VERTICAL EDGES. TOP AND BOTTOM EDGES TO BE CLOSED. 2 PAIR LOCK CYLINDER PROVIDED BY BEST SECURITY - _ 8. ALL HOLLOW METAL FRAMES TO BE 16 GA. WRAP AROUND TYPE AND WELDED TYPE AT SYSTFM VFNDOR FIRE-RATED WALL CONSTRUCTION. THUMBTURN DRA20BS p 9. G.C. TO PROVIDE SECURITY 180 DEGREE SECURITY EYE LENS AT ALL EXTERIOR HOLLOW METAL CYLINDER 1E-74-C4-RP3-626 • DOOR SCHEDULE DOORS AND DOORS THAT LEAD TO EXTERIOR, MOUNTED AT 8'-O"A.F.F. 10. GENERAL CONTRACTOR SHALL PROVIDE A KICK PLATE ON THE PUSH SIDE OF THE REAR EXIT CORE 1CC7A2-GREEN / DETAILS / NOTES DOOR. CONTROL KEY 1A2A2-KS681-KS800 11. ALL HANDICAP ACCESSIBLE DOORS MUST BE MINIMUM 3'-O" W X 6'-8 H. 12. ALL DOOR APPROACHES SHALL MEET A.D.A. CLEARANCE REQUIREMENTS MASTER KEY 1A3A2-KS682-KS800 13. OVERHEAD CLOSERS: (AS APPLICABLE) FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. DOOR CLOSERS TO BE MOUNTED ON ROOM SIDE OF DOORS. DOOR CLOSERS TO HAVE A GROUP 8: CLOSET MAXIMUM OPENING FORCE OF 5 LBF (INTERIOR HINGED DOORS). THE SWEEP PERIOD OF THE 1 EACH LOCKSET SCHLAGE# ND25D-TLR-ASA FINISH: 626 CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES. THE DOOR SHALL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 IN. 6 PAIR HINGES HAGER BB1279 (4 1/2 X 4 1/2) US26D - SCALE: AS NOTED 14. ALL EXTERIOR HINGES TO HAVE NON-REMOVEABLE PINS. 1 PAIR MANUAL FLUSH BOLTS IVES 261-B26D FINISH: 626 DOOR CLOSER PULL FORCE PROJECT NUMBER: 51909 15. TENANT'S GENERAL CONTRACTOR SHALL ENSURE ALL EXISTING DOORS TO REMAIN TO BE IN GOOD OPERATING ORDER AND TO MEET CURRENT BUILDING CODES AND A.D.A. 2 EACH SILENCERS TRIMCO 1229A PER LEAF REQUIREMENTS. GENERAL CONTRACTOR TO RESTORE DOORS AND HARDWARE TO"LIKE NEW' 2 DOME STOP HAFELE -937.51.720 SS CONDITION. ALL DOORS EQUIPPED WITH AUTOMATIC DOOR CLOSERS SHALL HAVE THE PULL FORCE REQUIRED TO OPEN THE EQUIPPED DOOR TOA MAXIMUM PULL FORCE OF 5 LBS. SHEET NUMBER 16. CONTRACTOR TO SUBMIT TYPE WRITTEN SHOP DRAWINGS AND PRODUCT LITERATURE FOR ALL ALTERNATE SPECIFICATIONS TO DOORS AND HARDWARE SPECIFIED, PREPARED BY A ALL DOORS EQUIPPED WITH AUTOMATIC DOOR CLOSERS SHALL HAVE THE SWEEP PERIOD OF THE CLOSER TO BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70° LICENSED CERTIFIED CONSULTANT. THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE LATCH MEASURED TO THE LANDING EDGE OF THE DOOR. 17. G.C. TO USE KNOCK-DOWN STYLE METAL DOOR FRAMES FOR NON-RATED DOOR ASSEMBLIES. ALL EGRESS DOORS SHALL BE OPERABLE FROM THE SIDE FROM WHICH EGRESS IS TO BE MADE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. ■ 4:i:..vi;i;;..•::':�::.:Y?i>::y::::iii:M1;;iL;::::�}:.: :i^::}:Lii ': '?j::i:'::Y.�:::::i:� .. ?:mo;ii:: :::iiii:'tiiiiii'+iii:::'i:Civ:i'.•'::'iN.i' iii:::i�4::}ii:i:i:ivii;:.:iii ii in: ::::::::.:::::::::::::::ii.:::n : &' . :•;:•;isi' � ::-ii:.ii:iiy: DIVISION ION 00-CONTRACTING REQUIREMENTS BE CONSIDERED DEFECTIVE. WARRANTY SHALLCOMMENCEOMMENCSUPON PROVIDING USE AND OCCUPANCYREMOVE PAINT DROPPINGS, SPOTS STAINS ANDDIRT FROM FINISHED URFA CES 1/8 IN 10"AND SHALL NOT VARY AT ANY POINT MORE THAN 1/8" ABOVEVE OR BELOW THEP PLANE R T PE MI S TOTHE OWNER ANDSHALL IN ..., BE EFFECT FOR THE PERIODDESCRIBED IN THE CONTRACT T UREA COT C SURFACE. _ ~ BIDDING REQUIREMENTS REMENTS BUT NO LESS THAN ONEYE YEAR. CLEANLEANGLASS INSIDE AND OUTSIDE.DE 4 PROTECT FRESHLY DEPOSITEDCONCRETE FROM PREMATURE DRYING AND EXCESSIVELY HOT THE BID SHALL BE MADE ON THE FORM OF PROPOSAL FURNISHED BY THE ARCHITECT OR OWNER. IF A OR COLD TEMPERATURES AND MAINTAIN WITH MINIMAL MOISTURE LOSS AT A RELATIVELY CONSTANT ..a>;:;es>s BID FORM I S NOT PROVIDED BIDS SHALL BE SUBMITTED ON CONTRACTORS FORM OF INSURANCETO SURFACES REQUIRING ROUTINE APPLICATION OFBUFFED POLISH,APPLY THE POLISH TEMPERATURE FOR A PERIOD OF TIME NECESSARY FOR THE EARLY HYDRATION OF CEMENT AND SUBMIT BIDS VIA FAX CLEARLY MARKED WITH STORE NAME MALL NAME, AND STATE. BID THEHECONTRA SHALL PURCHASE AND MAINTAIN:I � RECOMMENDED BY THE MANUFACTURER RER OF THE MATERIAL GPOLI HED PROPER R HARDENING OF THECO RETE. PROPOSALS SHALL BE FAXED TOTHE OWNER THE FAX NUMBER IS LITED ON THE COVER SHEET OFSUCH KINDS OF INSURANCE E A S D BY REQUIREDFEDERAL E ERAL LAW AND BY THE LAWSOF THE STATE OR S THIS DRAWING PACKAGE. STATESIN WHICH THE W0RKIST0 BE PERFORMED, OR BY ANYSPECIALI L NATURE WORKWHICH PROJECT CLOSEOUT CURE EXPOSED SURFACES OF CONCRETE DIRECTLY FINISHING OPERATIONS, BY FOLLOWING 4;.;:�i;;,..:::::..... : •::::. •i:.i . _. ..»::<:: .»:�:»v ..::i..i•t, WOULD INCLUDE WORKERS'COMPENSATION LAW AND OTHER EMPLOYEE BENEFIT LAWS, COMPLY WITH PROCEDURES STATED IN THE AGREEMENT FOR ISSUANCE OF CERTIFICATE OF METHODS: THE PROPOSAL SHALL BESUBMITTED ON A STIPULATED BASIS, PRESENTEDNTE BY ASSIGNING TOCERTIFICATESTES EVIDENCINGING COVERAGE UNDER WORKERS' COMPENSATION LAWS SHALL BE FURNISHED SUBSTANTIAL COMPLETION kiNVINEMERE . :: e' : PREDETERMINED DIVISIONS LI STED N THE BIFORMSHEET; SUMMATING TO THE STIPULATED SUM. TO THE OWNER FOR APPROVAL OF FORM AND ADEQUACY UPON REQUEST. 1. LIQUID MEMBRANES CONSISTING OFPLACINGANAPPROVED WATERPROOF COMPOUND ON ALL M: ; > :'> i : ;::; : i 'THE BIDDER ISREQUIRED TOBID ON THE BASE BIDALL ALTERNATES EACH ALTERNATE PRICE SHALLA PUNCH BECOMPLETED BYTHE ARCHITECT OR OWNER AND PRESENTED TOTHE EXPOSED SURFACES USING A STYRENE BUTADIENE TYPE COMPOUND, GONF RMING TO ASTM C309 4visi`.v'. �:::i;i::j:5;:i:iii.;: ;:: INCLUDE ALL LABOR, MATERIAL, EQUIPMENT,AND SALES TAX. CONTRACTOR'S GENERA LIABILITY INSURANCE,E IN LUDI G CONTRACTUAL AND CONTRACTOR OR NECESSARY. UPON RECEIPT, THEGONTRACTOR SHALL HAVE FIFTEEN (15) DAYS TO 30 PERCENT SOLIDSGOLATENT MINIMUM, WITH A MAXIMUMMOISTUREL SS OF 0.030 GRAMS PER y.:.?:S:ii?..i;•i' iii::i.+;::>:\T`{b : ::.;Y<;•:i-'::.�.in.::.:::t. :::.:J.:i::::.i :.:•. CONTRACTOR'S PROTECTIVE INSURANCE, SUCH AS INSURANCE TO COVER CLAIMS FOR BODILY INJURY ACT UPON THE LIST. BEYOND THAT PERIOD, THE OWNER MAY AT ITS SOLE DISCRETION AND UPON SQUARE CENTIMETER WHEN APPLIED AT A COVERAGE RATE OF 300 SQUARE UARE FEET PER GALLON.Q BEFORE SUBMITTING PROPOSALS FORR THIS WORK, EACH BIDDER WILL BE HELD TO HAVE EXAMINED AND BROAD FORM PROPERTY DAMAGE FOR COMPREHENSIVE GENERAL LIABILITY(INCLUDING PRIOR NOTIFICATION OF CONTRACTOR BY OWNER PROCEED TO CORRECT OR CAUSE TO BE 2. SLABS TO RECEIVE GROUT BED FINISH SHALL BE WATER-CURED FOR 7 DAYS WITHOUT USE OF THE PREMISES AND SATISFIED HIMSELF/HERSELF AS TO THE EXISTING CONDITIONSUNDER WHICH PROTECTIVE)AND FOR COMPREHENSIVE AUTOMOBILE LIABILITY, INCLUDING OWNED, RENTED, HIRED, CORRECTED ALL DEFICIENCIES THEREIN SHALL BE PAID FOR WITH MONIES CONTAINED IN BUT NOT CURING COMPOUNDS. \�:t..::::.::.:.:�:•>..::::.ii,.:i...:::.,..::;:::<::::�:>:..>:..:;>.:>. . ; : i < >.::'..:> : :::>.:::i:::>;:.:>:::>::.:i ..:<::. HE/SHE WILL BE OBLIGED TO OPERATE IN PERFORMING THE WORK, OR THAT WILL IN ANY MANNER AND NON OWNED AUTOMOBILES. LIMITED TOTHE TEN PERCENT 10/o RETENTION HELD BY THE OWNER. THE PUNCH LIST IN NOWAY �<`>€'s<:::=>'<•i"i::?::s:a<... ::::>:>�:�„ ..... .. .......�„.,;.:_::::':>::::' L MIT D E ( } :>s::�::<:«> :;>:::<<::c~`� .>:<_:,_,>..:.,�..:<::i ';;:::::i:<<>:���...,.s:>::<:<>::: 40° k't c:iii:.Fik i'.tgi:':I>.,-,:,\:;:.$::::i4:;-;.m.;:s;:.<i:.:;:'.}.:iS„::;.,x iiKi'i:;a:x AFFECT THE WORK UNDER THIS CONTRACT. THE BASE BID SHALL REFLECT MODIFICATIONS TO LIMITS THE WARRANTY. CONCRETE WORK SHALL NOT BE DONE WHEN TEMPERATURE IS 40 F OR LESS AND FALLING. _�»�•-{ :`-`��-�� ���•�- ����-�\��;>::>•� ti �,���vi:>.iv>::;.:i,,,,,,:;�:n>i;:$':i:::>:::::ii*.i\.:::::.:::•;.:.;.::.;!::.i•iiv•i:��::::ii.;iiiii:.i.:;:;;.::.i;.}iii:ii,,,,,.i.:::;ii.�:.:�:,,iii:a.:.SYSTEMS AND DEVICES AS REQUIRED BY STATE AND LOCAL CODES AND MALL REQUIREMENTS UMBRELLA LIABILITY WITH COMBINATION SINGLE LIMIT, BODILY INJURY, PERSONAL INJURY,AND �:::>;<>:«i: ;: :::;::�:::i:<:>::::>:::>::>=:::ii»i:>:i::::isai:>:<i::i>i::i:i:;:i::i:ii::i;:_i::;i:•: WHETHER INDICATED OR NOT ON PROJECT DOCUMENTS. THE SUBMISSIONS OF A BID WILL BE PROPERTY DAMAGE. SHOULD STATUS OF COMPLETION OF WORK REQUIRE REINSPECTION BY OWNER DUE TO FAILURE OF :.._:>::., a>'::.:;is i:.:<< >:.<.::>::::>>::s<:>:<:::::3;::<.:.,.::::::::::::..:...�'.:....... 1 liti:::::i i1;y::::i:;i;:•:�::ii 1 . :v::.:]:]:^.ii:i :::•:i:yi.:i.:i.:i.:�•:iiiiivii'A +,,:.•:':•::>ii:tiii:: ii�i:::::i'•i;•;};8:}:vii;5:i i`:<iiSi::i.L;•;i is i:8?iii:i:::::i•: EVIDENCE THAT SUCH AN EXAMINATION AND COMPLIANCE WITH GOVERNING CODES/REQUIREMENTS WORK TO COMPLY WITH CONTRACTOR'S CLAIMS ON INITIAL INSPECTION, OWNER WILL DEDUCT THE .:.;,;i;<.::i;:.: i:,i:.is: a.>,i':.:;.>:;:<.:i;:.;:::•::,;:i;>:">.:::::ii.::;.i;i,:'.;i.:;.:ia, .vow.:~.\,,;i:<.tt\:<.:'ia.\•.::: .ti:,: .:.....:.:..::�i,.,;:.::':,.,<>:,:< •'. HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR AGREEMENT TO SAVE OTHERS HARMLESS OR TO ASSUME THE LIABILITY OF OTHERS MUST BE INSURED AMOUNT OF THE DIRECT COSTS FOR REINSPECTION SERVICES FROM FINAL PAYMENT TO CONCRETE TO BE EXPOSED IN FINISHED WORK: DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION AND UNDER THE PROVISION FOR CONTRACTUAL LIABILITY BY ENDORSEMENT ON THE GENERAL LIABILITY CONTRACTOR. 1. THOROUGHLY CLEAN EXPOSED SURFACES. CODE/REQUIREMENTS REVIEW BEEN MADE, WILL NOT BE ALLOWED. POLICY. 2. RE-COAT WITH CURING/HARDENING COMPOUND. IN ADDITION TO SUBMITTALS REQUIRED BY THE CONDITIONS OF THE CONTRACT, PROVIDE SUBMITTALS QUESTIONS REGARDING INTERPRETATIONS OR CLARIFICATIONS OF REQUIREMENTS SHALL BE POLICIES SHALL BE SUBJECT TO APPROVAL OF OWNER AND DEVELOPER FOR FORM AND ADEQUACY REQUIRED BY GOVERNING AUTHORITIES,AND SUBMIT A FINAL STATEMENT OF ACCOUNTING GIVING CLEANING AND ADJUSTMENT: DIRECTED TO MSA PLANNING+ DESIGN, 642 HARRISON STREET, 3RD FLOOR, SAN FRANCISCO, CA 94107, OF PROTECTION. TOTAL ADJUSTED CONTRACT SUM, PREVIOUS PAYMENTS AND SUM REMAINING DUE. 1. MODIFY OR REPLACE CONCRETE NOT CONFORMING TO REQUIRED LINES, DETAIL,AND 415-541-0977,WWW.MSASF.COM. ELEVATIONS. POLICY LIMITS SHALL BE ESTABLISHED BY OWNER OR DEVELOPER. UNLESS SPECIFIED OR DIRECTED OTHERWISE, MAKE SUBMITTALS TO OWNER WITH LETTER OF 2. REPAIR OR REPLACE CONCRETE NOT PROPERLY PLACED OR WITH EXCESSIVE HONEYCOMBING THE CONTRACT WILL BE AWARDED AS SOON AS POSSIBLE TO THE SELECTED BIDDER,AS DETERMINED TRANSMITTAL CONTAINING DATE, PROJECT TITLE, CONTRACTOR'S NAME AND ADDRESS,AND LIST OF OR OTHER DEFECTS. DO NOT PATCH, REPAIR OR REPLACE EXPOSED ARCHITECTURAL CONCRETE ri _ BY THE OWNER, AND AT HIS/HER SOLE DISCRETION. THE OWNER RESERVES THE RIGHT TO WAIVE ANY DIVISION 01 -GENERAL REQUIREMENTS DOCUMENTS. EXCEPT UPON EXPRESS DIRECTION OF ARCHITECT. Lii INFORMALITY IN BIDS RECEIVED WHEN SUCH WAIVER IS IN THE INTEREST OF THE OWNER. SUMMARY OF WORK RECORD LOCATIONS OF CONCEALED UTILITIES AND APPURTENANCES, MODIFICATIONS, FIELD DIVISION 05-METALS EXTRA WORK OR CHANGES IN THE WORK NOT CALLED FOR IN THE DRAWINGS OR SPECIFICATIONS SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO: CONSTRUCT A TEMPORARY ENCLOSURE AT THE CHANGES,AND DETAILS ON CONTRACT DOCUMENTS. ISSUED BY THE OWNER, WILL BE PERFORMED ON A WRITTEN AUTHORIZATION FROM THE OWNER. NO STORE FRONT, REMOVING AND STORING OR DISPOSING OF EXISTING EQUIPMENT AS DIRECTED BY THE STRUCTURAL STEEL AND ALUMINUM FRAMING CLAIM FOR EXTRA WORK WILL BE ALLOWED UNLESS A PRICE HAS BEEN AGREED UPON BEFOREHAND PLANS AND/OR THE OWNER, DEMOLISHING EXISTING STORE TO ORIGINAL DEMISING WALLS AND KEEP DOCUMENTS CURRENT. DO NOT PERMANENTLY CONCEAL ANY WORK UNTIL REQUIRED PRODUCTS: 960 Atlantic Ave. ON A CHANGE ORDER PREPARED BY THE CONTRACTOR AND AUTHORIZED BY THE OWNER. NEUTRAL LINES OF STOREFRONT(UNLESS DIRECTED OTHERWISE), CONSTRUCTING A NEW STORE INFORMATION HAS BEEN RECORDED. STORE DOCUMENTS SEPARATE FROM THOSE USED FOR 1. STRUCTURAL STEEL:ASTM A36. Alameda, CA 94501 BASED UPON THE WORK DESCRIBED IN THESE DOCUMENTS, REINSTALLING ORIGINAL AND NEW CONSTRUCTION. 2. ALUMINUM EXTRUSIONS: STYLEMARK, INC. PROVIDE SHAPES, COMPONENTS, ASSEMBLES AND THE PRICE FOR EXTRAS SHALL BE CALCULATED AT THE CONTRACTOR'S COST PLUS OVERHEAD AND EQUIPMENT AND COMPLETE PROJECT CLOSEOUT, REMOVING TEMPORARY ENCLOSURES. FINISHES AS INDICATED OR AS SELECTED BY ARCHITECT. SHOP ASSEMBLED. 510 865 8663 PROFIT AT THE PERCENTAGE LIMITED BY THE OWNER. SUBMIT REQUIRED DOCUMENTS WITHIN TEN (10) DAYS AFTER DATE OF SUBSTANTIAL COMPLETION AND 3. BOLTS, NUTS, AND WASHERS:ASTM 307, mbharch.com PRIOR TO MAKING ANY VARIATIONS FROM THE DRAWINGS AND/OR SPECIFICATIONS THAT MAY BE PRIOR TO FINAL APPLICATION FOR PAYMENT. 4. WELDING MATERIALS: AWS D1.1; TYPE REQUIRED FOR MATERIALS BEING WELDED. SUBSTITUTIONS DEEMED NECESSARY, CONTRACTOR SHALL GIVE ARCHITECT WRITTEN NOTICE INDICATING THE 5. SHOP PRIMER: SSPC PAINT-25, RED. INCLUDING FIELD TOUCH UP. WHENEVER POSSIBLE THROUGHOUT THE CONTRACT DOCUMENTS, THE MINIMUM ACCEPTABLE VARIATION PROPOSED AND REQUESTING APPROVAL. SUBMIT WARRANTIES AND BONDS AS REQUIRED IN INDIVIDUAL SPECIFICATIONS SECTION. HAVE QUALITY OF WORKMANSHIP AND MATERIALS HAS BEEN DEFINED EITHER BY MANUFACTURER'S NAME WARRANTIES AND BONDS EXECUTED BY RESPONSIBLE SUBCONTRACTORS, SUPPLIERS,AND FABRICATION: AND CATALOG NUMBER OR BY REFERENCE TO RECOGNIZED INDUSTRY STANDARDS. CHANGES IN THE WORK MAY BE ACCOMPLISHED AFTER EXECUTION OF THE CONTRACT,AND WITHOUT MANUFACTURERS. CO-EXECUTE SUBMITTALS WHEN REQUIRED. 1. VERIFY DIMENSIONS ON SITE PRIOR TO SHOP FABRICATION. INVALIDATING THE CONTRACT, BY CHANGE ORDER, CONSTRUCTION CHANGE DIRECTIVE OR ORDER 2. GRIND EXPOSED WELDS FLUSH AND SMOOTH WITH ADJACENT FINISHED SURFACES. EASE UNLESS THE PRECISE COLOR AND PATTERN IS SPECIFICALLY DESCRIBED IN THE CONTRACT FOR A MINOR CHANGE IN THE WORK. ENVIRONMENTAL PROCEDURES EXPOSED EDGES TO SMALL UNIFORM RADIUS. DOCUMENTS, WHENEVER A CHOICE OF COLOR OR PATTERN IS AVAILABLE IN A SPECIFIED PRODUCT, COMPLY WITH GREEN CODE NOTES IN DRAWINGS. 3. EXPOSED MECHANICAL FASTENINGS: FLUSH COUNTERSUNK SCREWS OR BOLTS, SUBMIT ACCURATE COLOR CHARTS AND PATTERN CHARTS TO THE ARCHITECT FOR HIS REVIEW AND EACH CONTRACTOR OR SUBCONTRACTOR SHALL REVIEW THE EQUIPMENT SCHEDULE FOR ITEMS UNOBTRUSIVELY LOCATED, CONSISTENT WITH DESIGN OF STRUCTURE, EXCEPT WHERE SPECIFICALLY SELECTION. VERIFY PRIOR TO BIDDING, THAT ALL SPECIFIED ITEMS WILL BE AVAILABLE IN TIME FOR AFFECTING HIS PORTION OF THE WORK. HE SHALL INCLUDE IN HIS PROPOSAL ANY AND ALL LABOR OR CONSTRUCTION WASTE MANAGEMENT: NOTED OTHERWISE. ti ' 1 r , INSTALLATION DURING ORDERLY AND TIMELY PROGRESS OF THE WORK. IN THE EVENT THAT A MATERIAL AS REQUIRED TO PROVIDE THE COMPLETE PROJECT. 1. GENERAL: ACHIEVE OR EXCEED CODE-REQURIRED MINIMUM END-OF-PROJECT RATES FOR 4. MAKE EXPOSED JOINTS BUTT TIGHT, FLUSH,AND HAIRLINE. ` ', V SPECIFIED ITEM WILL NOT BE AVAILABLE, NOTIFY THE ARCHITECT PRIOR TO SUBMITTING BID. DIVERSION, MEASURED AS PERCENT BY WEIGHT OF TOTAL NON-HAZARDOUS SOLID WASTE 5. SUPPLY COMPONENTS REQUIRED FOR ANCHORAGE OF METAL FABRICATIONS. FABRICATE ' I„ r' WORK BY OWNER GENERATED BY THE WORK. ANCHORAGE AND RELATED COMPONENTS OF SAME MATERIAL AND FINISH AS METAL FABRICATION, DENNIS HEATH THE ARCHITECT WILL CONSIDER PROPOSALS FOR SUBSTITUTION OF MATERIALS, EQUIPMENT AND AT THE OWNER'S REQUEST, SOME OR ALL OF THE EXISTING EQUIPMENT OR FIXTURES MAY BE SAVED 2. PRACTICE EFFICIENT WASTE MANAGEMENT IN THE USE OF MATERIALS IN THE COURSE OF THE EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. METHODS ONLY WHEN SUCH SPECIFIED MATERIALS ARE UNAVAILABLE OR METHODS ARE FOR REUSE AT THIS OR OTHER LOCATIONS. CONTRACTOR AGREES TO FURNISH A SECURE STORAGE WORK. 6. CLEAN SURFACES OF RUST, SCALE, GREASE,AND FOREIGN MATTER PRIOR TO FINISHING. a" 43 •1. 11- ''-"3 INAPPROPRIATE AS SPECIFIED. FACILITY, TRANSPORT ITEMS TO BE STORED TO THE STORAGE FACILITY,AND RETURN FOR REUSE THE 3. USE ALL REASONABLE MEANS TO DIVERT CONSTRUCTION AND DEMOLITION WASTE FROM 7. DO NOT PRIME SURFACES IN DIRECT CONTACT BOND WITH CONCRETE OR WHERE FIELD • ALAMEDA, CA • ITEMS THE OWNER DESIGNATES. THE SECURED STORAGE FACILITY FURNISHED BY THE CONTRACTOR LANDFILLS AND INCINERATORS, INCLUDING RECYCLING AND SALVAGE. WELDING IS REQUIRED. eic� !?t l�� DO NOT SUBSTITUTE MATERIALS OR EQUIPMENT, UNLESS SUCH SUBSTITUTION HAS BEEN MAY BE LOCATED IN THE DEVELOPER'S MALL, IN A SITE TRAILER WITH DEVELOPER'S PERMISSION, OR IN a.RECYCLING: RECOVERY OF DEMOLITION OR CONSTRUCTION WASTE FOR SUBSEQUENT 8. PRIME PAINT ITEMS SCHEDULED WITH TWO COATS. s `'1 SPECIFICALLY APPROVED FOR THIS WORK BY THE ARCHITECT. AN OFF-SITE STORAGE FACILITY UNTIL SUBSTANTIAL COMPLETION. THE OWNER SHALL REMOVE ANY PROCESSING IN PREPARATION FOR REUSE. 4 ITEMS NOT REUSED OR INSTRUCT THE CONTRACTOR TO DISPOSE. b. SALVAGE: RECOVERY OF DEMOLITION OR CONSTRUCTION WASTE AND SUBSEQUENT DONATION, EXECUTION: OF O SUBSTITUTION PROCEDURES SALE OR REUSE IN ANOTHER FACILITY, 1. INSTALL ITEMS PLUMB AND LEVEL,ACCURATELY FITTED, FREE FROM DISTORTION OR DEFECTS. CONTRACTORS REQUESTING SUBSTITUTES OR"EQUALS"_TO ITEMS ON PLANS OR IN SPECIFICATIONS CONTRACTOR AGREES TO ACCEPT OWNER FURNISHED ITEMS AT THE JOB SITE AND UNLOAD AND 4. SUBMIT RECORDS OF DONATIONS, SALES, RECYCLING, AND LANDFILL DISPOSAL FOR 2. AFTER INSTALLATION, TOUCH-UP FIELD WELDS, SCRATCHED, OR DAMAGED SURFACES WITH MUST FOLLOW THE PROCEDURES SET FORTH BELOW: TRANSPORT THESE ITEMS FROM THE TRUCK BED OF DELIVERY CARRIER TO THE STORE OR STORAGE SUBSTANTIATION AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. PRIMER. SPACE. 3. PROVIDE AND INSTALL ITEMS LISTED IN SCHEDULE AND SHOWN ON DRAWINGS WITH ANCHORAGE WASHINGTON REQUESTS FOR SUBSTITUTIONS MUST BE SUBMITTED TO THE ARCHITECT BY THE GENERAL 1. OWNER'S PURCHASE ORDER MAY REQUEST TAILGATE DELIVERY OF ITEMS. ICC REGULATIONS ARE CONSTRUCTION INDOOR AIR QUALITY: AND ATTACHMENTS NECESSARY FOR INSTALLATION. CONTRACTOR. SUBCONTRACTORS ARE NOT TO SUBMIT TO THE ARCHITECT DIRECTLY. STRUCTURED SO THAT THIS CANNOT BE ENFORCED, CONTRACTOR, THEREFORE, MUST ASSUME 1. COMPLY WITH SMACNA'S"SMACNA IAO GUIDELINE FOR OCCUPIED BUILDINGS UNDER _ THAT ALL ITEMS WILL BE DELIVERED TO THE SITE ON A TRUCK BED ONLY. CONSTRUCTION." DECORATIVE METAL FABRICATIONS SQUARE MALL THE REQUEST FOR SUBSTITUTION MUST BE ACCOMPANIED BY A COMPLETE DESCRIPTION OF THE 2. ONCE RECEIVED, CONTRACTOR ASSUMES RESPONSIBILITY FOR ITEM. 2. FOR CONSTRUCTION USE OF PERMANENT AIR-HANDLING SYSTEM, PROVIDE TEMPORARY AND SECTION INCLUDES WHEEL DISPLAY STANDS. WASHINGTON PROPOSED EQUIPMENT SUCH AS CUT SHEETS OR SAMPLES TO ENABLE THE ARCHITECT TO MAKE A PERMANENT RETURN-AIR FILTERS ACCORDING TO MECHANICAL DRAWINGS. 9321 SW - THOROUGH COMPARISON WITH THE SPECIFIED ITEM. CONTRACTOR SHALL REVIEW WITH THE OWNER ALL ITEMS TO BE REUSED FROM EXISTING STORE PLATE AND SHEET ALUMINUM:ASTM B209, ALLOY AND TEMPER RECOMMENDED BY FABRICATOR. AND/OR SUPPLIED BY OWNER. THE CONTRACTOR AGREES TO INSTALL OR REINSTALL PROVIDE CARBON DIOXIDE MONITORING ACCORDING TO MECHANICAL DRAWINGS. SQUARE ROAD ARCHITECT WILL, UPON SUCH REQUEST, EVALUATE THE PROPOSED SUBSTITUTION ON THE BASIS OF OWNER-SUPPLIED PRODUCTS. WELDING RODS AND ELECTRODES: PER AWS SPECIFICATIONS FOR ALLOY WELDED. ADVERTISED TECHNICAL PERFORMANCE, SUITABILITY, SIZE OR OTHER CONSIDERATIONS AND INFORM SPACE #T05 OWNER/TENANT OF THE RECOMMENDED ACTION. REVIEW DOCUMENTS TO DETERMINE THE EXTENT OF ITEMS SUPPLIED BY THE OWNER. DIVISION 02 -EXISTING CONDITIONS FABRICATION: TIGARD, OR 97223 1. FORM DECORATIVE METAL TO REQUIRED SHAPES AND SIZES, TRUE TO LINE AND LEVEL WITH IN ORDER TO FACILITATE THE EVALUATION PROCESS;GENERAL CONTRACTOR SHALL SUBMIT TEMPORARY CONSTRUCTION ENCLOSURES SELECTIVE DEMOLITION TRUE CURVES AND ACCURATE ANGLES AND SURFACES. FINISH EXPOSED SURFACES TO SMOOTH, DOCUMENTATION TO SUPPORT THE PROPOSED SUBSTITUTION ON THE BASIS OF WARRANTIES, COST ERECT AND MAINTAIN TEMPORARY ENCLOSURES (BARRICADES, SHROUDS,VISQUENE, ETC.)OVER REFER TO DIVISION 01 FOR RELATED REQUIREMENTS: SHARP,WELL-DEFINED LINES AND ARRIS. DIFFERENCES,AND EXPECTED SERVICE LIFE AS COMPARED TO THE SPECIFIED EQUIPMENT. OPENINGS SURROUNDING THE DEMISED TENANT SPACE. 1. STORAGE OF OWNER'S EXISTING ITEMS. 2. MILL JOINTS TO A TIGHT, HAIRLINE FIT. COPE OR MITER CORNER JOINTS. PROCUREMENT TIME WILL NOT NORMALLY BE CONSIDERED AS JUSTIFICATION FOR SUBSTITUTION 1. TEMPORARY ENCLOSURES SHALL BE DUSTPROOF PARTITIONS AS REQUIRED TO PREVENT SPREAD 2. TEMPORARY CONSTRUCTION ENCLOSURES. 3, WHERE WELDING CANNOT BE CONCEALED BEHIND FINISHED SURFACES, FINISH JOINTS TO REQUESTS. IN THE EVENT OF PROCUREMENT TIME BEING THE FACTOR, GENERAL CONTRACTOR SHALL OF DUST, FUMES, AND SMOKE TO OTHER PARTS OF THE BUILDING. 3. CLEANING. COMPLY WITH NOMMA'S"VOLUNTARY JOINT FINISH STANDARDS" FOR TYPE 1 WELDS: NO EVIDENCE OF PROVIDE ARCHITECT WITH THE SPECIFIC INFORMATION ALLOWING ARCHITECT TO EXPLORE THE DELAY 2. MEET WITH DEVELOPER'S REPRESENTATIVE TO DETERMINE EXTENT OF TEMPORARY ENCLOSURE A WELDED JOINT. ISSUE / REVISION AND TO ATTEMPT TO RESOLVE THE PROBLEM WITHOUT A SUBSTITUTION. 3. COSTS FOR TEMPORARY ENCLOSURES, MATERIAL AND/OR LABOR SHALL BE PAID BY CONTRACTOR. PROTECTION OF ADJACENT SPACE AND OCCUPANTS: POWDER-COAT FINISH: 05.19.17 SD ISSUE ONLY AFTER ARCHITECT ACCEPTS AND PROVIDES WRITTEN APPROVAL, WILL GENERAL CONTRACTOR 4. IF DEVELOPER PROVIDES CONSTRUCTION OF BARRICADE, CONTRACTOR SHALL NOTIFY THE 1. DO NOT INTERFERE WITH USE OF ADJACENT AREAS. MAINTAIN FREE AND SAFE PASSAGE TO AND 1. AAMA 2603, EXCEPT WITH A MINIMUM DRY FILM THICKNESS OF 1.5 MILS. ASSUME THE AUTHORITY TO PROCEED WITH THE PROPOSED SUBSTITUTION. OWNER ON HIS BID. IF THE GENERAL CONTRACTOR FAILS TO INFORM THE OWNER 1N WRITIN,G FROM OCCUPIED AREAS. CARRY OUT DEMOLITION WORK TO CAUSE AS LITTLE INCONVENIENCE TO 2. COMPLY WITH COATING MANUFACTURERS WRITTEN INSTRUCTIONS FOR CLEANING, CONVERSION _06.23:17, 75% CD ISSUE o CONTRACTOR SHALL BE HELD TO HAVE INCLUDED THE BARRICADE IN HIS BID. ADJACENT OCCUPIED BUILDING AREAS AS POSSIBLE. COATING,AND APPLYING AND BAKING FINISH. 07.31.17 PERMIT ISSUE GENERAL CONDITIONS DEFINITIONS 2. MAINTAIN ACCESSIBLE EXIT ROUTES AT ALL TIMES, SUFFICIENT FOR OCCUPIED SPACE. OWNER OR TENANT-- AS USED HEREIN SHALL MEAN STORE OWNER. UPON COMPLETION OF WORK AND FOLLOWING OWNER'S AND DEVELOPER'S APPROVAL, CONTRACTOR 3. PROVIDE, ERECT,AND MAINTAIN BARRICADES, LIGHTING, GUARDRAILS,AND WARNING SIGNS AS DEVELOPER-- AS USED HEREIN SHALL MEAN MALL OWNER OR LANDLORD. SHALL DISMANTLE TEMPORARY ENCLOSURES AND DISPOSE OF THEM. PATCH AND REPAINT AREAS REQUIRED BY APPLICABLE REGULATORY ADVISOR TO PROTECT OCCUPANTS OF BUILDINGS AND ARCHITECT- AS USED HEREIN SHALL ARCHITECT OF RECORD. (MATCHING ADJACENT MATERIALS)WHICH WERE DAMAGED BY TEMPORARY ENCLOSURE. WORKERS. _.._M,_._„____ __.____.________,______.._____,_______,_________ CONTRACTOR- AS USED HEREIN SHALL MEAN TENANT'S(OWNER'S)GENERAL CONTRACTOR, 4. MAINTAIN SECURITY OF EXISTING BUILDINGS WITH TEMPORARY DOORS, CLOSERS, AND LOCKSETS. INCLUSIVE OF SUBCONTRACTORS. TEMPORARY FACILITIES WHERE AN OPENING IS MADE IN A RATED WALL, PROVIDE TEMPORARY DOOR, FRAME,AND ELECTRIC, WATER, TOILET, TELEPHONE, HEAT, AND ANY OTHER SERVICE REQUIRED IN THE HARDWARE WITH APPROPRIATE RATING FOR WALL CONSTRUCTION. AGREEMENT PERFORMANCE OF THE CONTRACT SHALL BE FURNISHED AND PAID FOR BY THE CONTRACTOR UNLESS 5. EXECUTE DEMOLITION WORK TO PROTECT ADJACENT PROPERTY AGAINST DAMAGE BY THE DRAWINGS, SPECIFICATIONS,AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT ARE INDICATED OTHERWISE BY THE OWNER. SETTLEMENT, FALLING DEBRIS OR OTHER CAUSES IN CONNECTION WITH THIS WORK. r.____,..._______.________._____ .._______________._________.._______....._____..._.____ INSTRUMENTS OF THE ARCHITECT'S SERVICE THROUGH WHICH THE WORK TO BE EXECUTED BY THE CONTRACTOR IS DESCRIBED. NEITHER THE CONTRACTOR, SUBCONTRACTOR, SUB-SUBCONTRACTOR, EXECUTION: MATERIAL OR EQUIPMENT SUPPLIER SHALL OWN OR CLAIM A COPYRIGHT IN THE DRAWINGS, CLEANING 1. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES, IDENTIFY SERVICE LINES SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT UNLESS OTHERWISE THROUGHOUT THE PERIOD OF THEIR ON-SITE ACTIVITY, EACH CONTRACTOR AND SUBCONTRACTOR AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS. INDICATED, THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THEM AND WILL RETAIN ALL COMMON SHARES THE RESPONSIBILITY TO MAINTAIN THE BUILDING AND SITE IN AN ORDERLY AND CLEAN 2. REMOVE SALVAGED ITEMS AND DEBRIS FROM THE DEMISED SPACE AS IT ACCUMULATES. LAW, STATUTORY,AND OTHER RESERVED RIGHTS, IN ADDITION TO THE COPYRIGHT. THE DRAWINGS, CONDITION. 3. DO NOT SELL, BURN, OR OTHERWISE DISPOSE OF SALVAGED ITEMS AND DEBRIS ON THE SITE SPECIFICATIONS,AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT, AND COPIES THEREOF UNLESS DIRECTED OTHERWISE BY OWNER. FURNISHED TO THE CONTRACTOR ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT. EACH CONTRACTOR SHALL PICK UP AND REMOVE ALL DEBRIS RESULTING FROM HIS/HER WORK AND 4. DEMOLISH CONCRETE AND MASONRY IN SMALL SECTIONS. SHALL SWEEP AND CLEAN HIS SHARE OF THE GENERAL DUST AND DIRT CREATED BY WORKMEN AND DRAWING TITLE SHOULD THE DRAWINGS AND SPECIFICATIONS BE CONTRADICTORY, OR SHOULD THERE BE ERRORS IN GENERAL ACTIVITY. CLEANING AND REPAIR: EITHER, THE CONTRACTOR SHALL REFER THE MATTER TO THE ARCHITECT FOR EXPLANATION AND 1. REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED. SHALL ABIDE BY THEIR DECISION. TRASH AND CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE CONSTRUCTION SITE ON A DAILY 2. REMOVE DEMOLISHED MATERIALS, TOOLS, AND EQUIPMENT FROM SITE UPON COMPLETION OF BASIS IN A MANNER APPROVED BY MALL MANAGEMENT. WORK. LEAVE SITE IN AN ACCEPTABLE CONDITION. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS,VERIFY FIELD CONDITIONS,AND SHALL 1. MAKE PROVISIONS OR COORDINATE WITH MALL MANAGEMENT TO PROVIDE ARRANGEMENTS FOR CAREFULLY COMPARE SUCH FIELD MEASUREMENTS AND CONDITIONS AND OTHER INFORMATION THE STORAGE AND REMOVAL OF CONSTRUCTION DEBRIS. DIVISION 03 -CONCRETE KNOWN TO THE CONTRACTOR WITH THE CONTRACT DOCUMENTS BEFORE COMMENCING ACTIVITIES. 2. PAY COSTS AS ARISE FOR SUCH PROVISION. ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED SHALL BE REPORTED TO THE ARCHITECT AT CAST-IN-PLACE CONCRETE ARCHITECTURAL ONCE. SCHEDULE FINAL CLEANING TO ENABLE THE OWNER TO ACCEPT A COMPLETELY CLEAN PROJECT. PERFORM CAST-IN-PLACE CONCRETE FORNBUIED BTE UILDINGS AND ACIN ACCORDANCE 3021 R WITH DIE FOR CONCRETEIO STRUCTURALNS FOR FLOOR SLAB SPECIFICATIONS PERMITS, FEES AND NOTICES "CLEAN,"FOR THE PURPOSE OF THIS ARTICLE,AND EXCEPT AS MAY BE SPECIFICALLY PROVIDED CONSTRUCTION. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL SECURE OTHERWISE, SHALL BE INTERPRETED MEANING THE LEVEL OF CLEANLINESS GENERALLY PROVIDED BY AND PAY FOR THE BUILDING PERMIT AND OTHER PERMITS AND GOVERNMENTAL FEES, LICENSES AND SKILLED CLEANERS USING COMMERCIAL QUALITY BUILDING MAINTENANCE EQUIPMENT AND PRODUCTS: INSPECTIONS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK WHICH ARE MATERIALS. 1. CONCRETE: 3,000 PSI AT 28 DAYS, MAXIMUM SLUMP OF 4-1/2 INCHES UNLESS OTHERWISE CUSTOMARILY SECURED AFTER EXECUTION OF THE CONTRACT AND WHICH ARE LEGALLY ACQUIRED REQUIRED BY DEVELOPER. WHEN BIDS ARE RECEIVED OR NEGOTIATIONS CONCLUDED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ALL INTERIOR AND EXTERIOR SURFACES OF 2. ADMIXTURES: POSSILITH OR EQUAL,AS MANUFACTURED BY MASTER BUILDERS COMPANY. THE FIXTURES, INCLUDING GLASS. 3. SLAB REINFORCING: WELDED WIRE FABRIC, 6 X 6-#10 X 10, ASTM A185, SMOOTH TYPE. LAPPED 6" SCALE: AS NOTED THE CONTRACTOR SHALL COMPLY WITH AND GIVE NOTICE AS REQUIRED BY LAWS, ORDINANCES, AT END AND SIDE LAPS. PROJECT NUMBER: 51909 RULES, REGULATIONS, AND LAWFUL ORDERS OF PUBLIC AUTHORITIES BEARING ON PERFORMANCE OF DO NOT USE ANY SOLVENT OR ABRASIVES OF ANY TYPE TO CLEAN FIXTURES, PANELING, MOLDINGS 4. FILL: 4" COMPACTED LAYER OF POROUS FILL UNDER CONCRETE SLAB, EXCEPT AS OTHERWISE THE WORK. OR TRIM WITHOUT FIRST OBTAINING APPROVAL OF FIXTURE CONTRACTOR. USE NO SCENTED REQUIRED BY DEVELOPER CRITERIA. WARRANTY CLEANING AGENTS. THE CONTRACTOR WARRANTS TO THE OWNER AND ARCHITECT THAT MATERIALS AND EQUIPMENT PREPARATION AND PLACEMENT: SHEET NUMBER FURNISHED UNDER THE CONTRACT WILL BE OF GOOD QUALITY AND NEW UNLESS OTHERWISE VISUALLY INSPECT INTERIOR SURFACES AND REMOVE ALL TRACES OF SOIL, WASTE MATERIALS, 1. SUBGRADE: BRING TO SPECIFIED LEVEL, COMPACT AND FINISH SMOOTH. REQUIRED OR PERMITTED BY THE CONTRACT DOCUMENTS, THAT THE WORK WILL BE FREE FROM SMUDGES,AND OTHER FOREIGN MATTER. 2. COORDINATE WITH WORK OF OTHER SECTIONS TO FORM AND SET OPENINGS, SLOTS, RECESSES, - DEFECTS NOT INHERENT IN THE QUALITY REQUIRED OR PERMITTED,AND THAT THE WORK WILL CHASES, SLEEVES, BOLTS,ANCHORS,AND OTHER INSERTS. CONFORM WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.WORK NOT CONFORMING TO REMOVE ALL TRACES OF SPLASHED MATERIAL FROM ADJACENT SURFACES. 3. INSTALL CAST-IN-PLACE CONCRETE SLABS LEVEL WITH ADJACENT CONCRETE SURFACES, Al _ THESE REQUIREMENTS, INCLUDING SUBSTITUTIONS NOT PROPERLY APPROVED AND AUTHORIZED MAY UNLESS DIRECTED OTHERWISE. CONCRETE SLABS SHALL BE PLANE WITH A MAXIMUM TOLERANCE OF 0 • 01 ,,,i},<:;:vi*~`�4N\:+:'\1.?v}i y�aK\r{:?:ii:}S�y�.:j;::\\::ivvi,xl ���.+?.\1.�\:i�\::j::jfi%;\4i},. ::<ir::i"A:::::: :S a:f:: i `::i: :[ } DIVISION 06-WOODS D LA 0 00 S AN D PLASTICS s NO DOORARE TO REQUIRE TIGHT RASPING PINCHING OR TWISTING OF THE WRIST TO O PERATE. i FIRESTOPPING REST O G `'ti:ifs s�� < �'`::;i:> ROUGH CARPENTRY VOC CONTENT OF SEALANT PRODUCTS: PER GREEN BUILDING CODE NOTES IN DRAWINGS. k,:: :;,::i:7, :::,., ;,,; ;:: ,,,,: :-;,... ': :;:::::?::g DIMENSION LUMBER. GLASS b. """``" :`` `°"```` 1. DIMENSION LUMBER FOR BLOCKING BACKING AND MISCELLANEOUS FRAMING SHALL BE CHARACTERISTICS: FIRE-TEST RE PONSE S FIRESTOPPING JOINT AND PENETRATION ASSEMBLIES SHALL STOREFRONT GLASS PROVIDED UNDER SEPARATE CONTRACT. CONSTRUCTION RADE Fb-SINGLE 1350P si. S SPRUCE-PINE-FIR- FIR(BOUTH COMPLY WTH THEFOLL WING' licks 2. DIMENSION LUMBER FOR STUDS SHALL BE HEM- FIR. NO. 2& BTR. 1. TESTEDBY L INTERTEKETL S U SEMKO. OR FM GLOBAL. DIVISION 09-FINISHES 3. BOARDS, ONE INCH THICK ANDND R WHERED U E EXPOSE SHALL BE . 1 COMMON DOUGLAS FIR 2. IDENTICAL PRODUCTSANDASSEMBLIES TO THOSE TESTED. WHITE FIR WHITE SPRUCE, OR PONDEROSA PINE UNLESS NOTED OTHERWSE. MOISTURE GYPSUM WALLBOARD SYSTEM CONTENT SHALL NOT EXCEED 19 PERCENT. JOINTS IN OR BETWEEN FIRE-RESISTANCE RATING CONSTRUCTION: RATINGS DETERMINED PER ASTM E PERFORM GYPSUM WALLBOARD SYSTEMS WORK IN ACCORDANCE WITH RECOMMENDATIONS OF ASTM M:.+R:.Ei..r.> ::.:.<:..,.:>';;: ». r:: ; > � _ >> iai:`.,:.: 4. BOARDS, ONE INCH THICK AND UNDER WHERE CONCEALED BY PERMANENT CONSTRUCTION 814 OR UL 1479. C754 AND GA216 UNLESS OTHERWISE SPECIFIED IN THIS SECTION. kl?.Mi«.i:;i:>::an<:»'>.:t P<:;:;;::;:;::;:<:>:»>::»::»:<: :>:«N SHALL BE NO. 2 OR BETTER. 1. FIRE RATING: EQUAL TO OR EXCEEDING RATING OF JOINED ED GONSTR U CTION. 1, GA 216- RECOMMENDED M E NDED SPECIFICATI NS FOR THE APPLICATION AND FINISHING OF GYPSUM , > . ; . v ;;.;: ; ;.,,., : k 'y+'i `:�;$y:::;::: :::::ni:i :::;::::::;r,::is:: ;;: :::'}'q.::x::i<::>::>::::>::;:i:ii:R R:R?i:>::.: 2. SMOKE RATING: L-RATING DETERMINED PER U L 2079, NOT TO EXCEED 5.0 CFM/FT I N SMOKE BOARD. ,:,�:;�::.:;;:;;:;;;:;;:;;:;;::;:;:,;:;;:«;;;;,;,;�:;;;;,: :;;,;��;,;;,:;;;:;;;;:;;;:;;>:;;;;;;;:>:;:;;:;;:;;:;;; WOOD PRODUCTS: BARRIERS. 2, ASTM C 754- INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW-ATTACHED `ix;:::::x>{::`iii?:.:::`';:;:iYi:;.::i':i:;:::?z:;>< `::.i:.:;>:g>??:::::s:::a;._;;i;;;:i:;'g 1. FORMALDEHYDE EMISSIONS: COMPLY WITH LIMITS IN GREEN BUILDING CODE NOTES IN 3. EXPOSED JOINT SYSTEMS: FLAME SPREAD INDEX LESS THAN 25 AND SMOKE DEVELOPED INDEX GYPSUM WALLBOARD, BACKING BOARD, OR WATER-RESISTANT BACKING BOARD. 4'Y::i:i:'f,:i v ::.�:r y;:{::::�`:Y::: :::::is i::i:-S`-:-:;.:::..............r.Y:ii ii::?$ DRAWINGS. LESS THAN 450, PER ASTM E84. 2. INTERIOR PLYWOOD WHERE COMPLETELY CONCEALED BY PERMANENT CONSTRUCTION SHALL PROVIDE METAL FRAMING MATERIALS IN ACCORDANCE WITH GA 216. BE C-D PLUGGED INT-APA. PENETRATIONS IN FIRE-RESISTANCE RATING CONSTRUCTION: RATINGS DETERMINED PER ASTM E1966 1. STUDS: SCREW-TYPE CEE-SHAPED MINIMUM 20 GAUGE. �;:.::::.: < • ::::::>::+..... ,e;;>.*::•f,�:''1;5:4?>.�k4n\7:}?:;: k;.:g;;} >y};;.;i:j �::;:i;:;.::::�{:{.:i\�:�.i:<:::}i\y+%v:?E�: :.�.�;::>i�::k.�:iii:Ji::\::::�::::}:.:?:i}:':�:u(i�:i{:::i?: :\. ,y 3, EXTERIOR PLYWOOD WHERE CONCEALED OR USED FOR BACKING FOR OTHER MATERIALS SHALL OR UL 2079. 2. RUNNERS: MATCH STUDS. kix:•,:y:�1�:?.:?:`::i':.>::::::::iiv::::'::{:::::':ii.:\:::ti:;:::r:'::.:::::::.'::::v:<}}y:::::\i::i::M:ii::i::::::.:,,. i:.::<:.:.4,ii}i}i^:.i}i:a}i:'.::i:iii:t•`.'.:: :v:;':5;:•>iiY:::iyii{ii::i:.`{': <:::!5:,:r:+::t. BE C-D EXT-APA. 1. F RATING: EQUAL TO OR EXCEEDING RATING OF PENETRATED CONSTRUCTION. 3. FURRING MEMBERS: SCREW-TYPE HAT-SHAPED 20 GAUGE. 2. RATING: T RATING. HORIZONTAL ASSEMBLIES,AT LEAST 1 HOUR, BUT NOT LESS THAN FIRE RESISTANCE 4. PROVIDE CHANNELS AND HANGER WIRE IN ACCORDANCE WITH GA 216. ,•;:im,,;,,;,;;,,;,;.:;.;__;.,;>_.;_.:,:;.;;;:;,,:5.:,,;<>5><i; h:5ii:i:::'::::::.,:::.>;A»:'>:<>;.;;5,.,;;; NAILS, SPIKES,AND STAPLES SHALL BE GALVANIZED FOR EXTERIOR LOCATIONS, HIGH HUMIDITY OF PENETRATED CONSTRUCTION. 5. FASTENERS AND ANCHORAGES IN ACCORDANCE WITH GA 216. "`` " k"" """` "�`` `" ""�" LOCATIONS,AND TREATED WOOD; PLAIN FINISH FOR OTHER INTERIOR LOCATIONS. USE SIZES AND 3. SMOKE RATING: L-RATING DETERMINED PER UL 2079, NOT TO EXCEED 5.0 CFM/FT IN SMOKE TYPES TO SUIT APPLICATION. BARRIERS. PROVIDE GYPSUM WALLBOARD MATERIALS IN ACCORDANCE WITH RECOMMENDATIONS OF GA 216. 4. EXPOSED PENETRATION SYSTEMS: FLAME SPREAD INDEX LESS THAN 25 AND SMOKE DEVELOPED 1. STANDARD GYPSUM BOARDS: 5/8 INCH THICK, MAXIMUM PERMISSIBLE LENGTHS. ENDS SQUARE -- - BOLTS, NUTS, WASHERS, LAGS,AND SCREWS SHALL BE MEDIUM CARBON STEEL. USE SIZE AND TYPE INDEX LESS THAN 450, PER ASTM E84. CUT, TAPERED EDGES. TO SUITE APPLICATION, GALVANIZED FOR EXTERIOR LOCATIONS, HIGH HUMIDITY LOCATIONS,AND 2, FIRE-RATED GYPSUM BOARDS: UL RATED, 5/8 INCH THICK, MAXIMUM PERMISSIBLE LENGTHS. TREATED WOOD; PLAIN FINISH FOR OTHER INTERIOR LOCATIONS. PREPARATION: CLEAN, PRIME AND MASK ACCORDING TO SEALANT MANUFACTURER'S INSTRUCTIONS. 3. MOISTURE RESISTANT GYPSUM BOARD: a. 5/8 INCH THICK, MAXIMUM PERMISSIBLE LENGTHS. ENDS SQUARE CUT; TAPERED EDGES. PROVIDE TOGGLE BOLTS OR TAPCON FASTENERS FOR ANCHORAGE TO HOLLOW MASONRY. PROVIDE INSTALL FIRESTOPPING ASSEMBLIES TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS b. PROVIDE IN WET AREAS, INCLUDING BUT NOT LIMITED TO RESTROOMS AND MOP SINK EXPANSION SHIELD AND LAG BOLT FOR ANCHORAGE TO SOLID MASONRY OR CONCRETE. PROVIDE AND PUBLISHED DRAWINGS. LOCATIONS. BOLTS OR POWER ACTIVATED FASTENERS FOR ANCHORAGE TO STEEL, 4. AGGREGATE PORTLAND CEMENT BOARD, 1/2 INCH THICK, WITH POLYMER-COATED, Li H ASSEMBLY SCHEDULE: SUBMIT PROPOSED ASSEMBLIES FOR ARCHITECT'S ACCEPTANCE. INDICATE WOVEN-GLASS MESH IN BACK AND FRONT SURFACES. PLYWOOD, FRAMING, BLOCKING, ETC. ON THE INTERIOR OR EXTERIOR IS REQUIRED TO BE LOCATIONS IN WORK AND ASSEMBLY NUMBERS FROM ONE OR MORE OF THE FOLLOWING SOURCES: FIRE-RETARDANT-TREATED AND SHALL BE BY PRESSURE TREATMENT IN ACCORDANCE WITH AWPB 1. UL: FIRE RESISTANCE DIRECTORY. PROVIDE GYPSUM WALLBOARD ACCESSORIES IN ACCORDANCE WTH GA 216. STANDARD C-20 FOR LUMBER AND C-27 FOR PLYWOOD. 2. INTERTEK ETL SEMKO: DIRECTORY OF LISTED BUILDING PRODUCTS, FIRESTOP SYSTEMS 1. CORNER BEADS SHALL BE METAL. 960 Atlantic Ave. 1. TREATED MATERIAL SHALL BE LABELED TO INDICATE PRESSURE TREATMENT. SECTION. 2. PROVIDE REINFORCING TAPE, JOINT COMPOUND, ADHESIVE,WATER FASTENERS IN Alameda, CA 94501 2. TREATMENT SHALL BE FOR CLASS"A" FLAME SPREAD RATING. 3. FM GLOBAL: BUILDING MATERIALS APPROVAL GUIDE. ACCORDANCE WITH GA 216. 510 865 8663 FRAMING SHALL BE IN ACCORDANCE WITH GENERALLY ACCEPTED FRAMING PRACTICES. JOINT SEALANTS FRAMING INSTALLATION: mbharch.corn VOC CONTENT OF INTERIOR SEALANTS: PER GREEN BUILDING CODE NOTES IN DRAWINGS. 1. INSTALL MEMBERS TRUE TO LINES AND LEVELS TO PROVIDE SURFACE FLATNESS WITH MAXIMUM 1. BUCKS, WHERE REQUIRED FOR FRAMES, SHALL BE NOMINAL 2 INCH THICK MATERIAL AND OF VARIATION OF 1/8 INCH IN 10 FEET(1/960) IN ANY DIRECTION WIDTH REQUIRED BY CONDITIONS. ANCHOR INTO CONCRETE OR MASONRY WALLS LAG BOLTS SEALANTS: 2. METAL STUDS SHALL BE 16 INCHES ON CENTER UNLESS OTHERWISE INDICATED. AND SHIELDS. 1. SILICONE JOINT SEALANTS: MILDEW-RESISTANT, NONSAG, USE NT,ASTM C920. 3. PARTITION HEIGHTS SHALL BE FULL HEIGHT FROM FLOOR TO ROOF CONSTRUCTION ABOVE 2. BLOCKING SHALL BE FURNISHED WHERE REQUIRED FOR ATTACHMENT OF OTHER MATERIALS. 2. URETHANE JOINT SEALANTS: POURABLE, USE T,ASTM C920. AS/OR INDICATED ON THE DRAWINGS. THEY SHALL BE PLUMB, LEVEL, STRAIGHT AND SET TO LINE.ALL GROUNDS SHALL BE SOLID. 3. LATEX JOINT SEALANTS: TYPE OP, GRADE NF, ASTM C834. 4. INSTALL DOUBLE STUDS AT DOOR FRAME JAMBS. INSTALL RUNNERS ON EACH SIDE OF OPENING GROUNDS SHALL BE PROVIDED AT ALL OPENINGS IN WALLS REQUIRING WOOD TRIM OR WHERE AT FRAME HEAD HEIGHT BETWEEN JAMB STUDS AND ADJACENT STUDS. GRILLES ARE BEING INSTALLED. JOINT SEALANT BACKING: CYLINDRICAL,ASTM C1330, TYPE C UNLESS OTHERWISE INDICATED IN JOINT 5. INSTALL BLOCKING BEHIND DRYWALL FOR SUPPORT OF PLUMBING FIXTURES, TOILET 3. CUT MEMBERS SQUARE ON BEARINGS, CLOSELY FITTED,ACCURATELY CUT TO REQUIRED LINES SEALANT MANUFACTURER'S INSTRUCTIONS. PARTITIONS, WALL CABINETS, TOILET ACCESSORIES, HARDWARE AND ELSEWHERE AS REQUIRED. ' 1 r . AND LEVELS AND RIGIDLY SECURED IN PLACE. 6. COORDINATE INSTALLATION OF BUCKS,ANCHORS, BLOCKING, ELECTRICAL,AND MECHANICAL i 4. INSTALL MISCELLANEOUS BLOCKING, NAILING STRIPS, FRAMING, SHEATHING,AND BACKING AS PREPARATION: CLEAN, PRIME AND MASK ACCORDING TO SEALANT MANUFACTURER'S INSTRUCTIONS. WORK WHICH IS TO BE PLACED IN OR BEHIND PARTITION FRAMING.ALLOW SUCH ITEMS TO BE 1 �� REQUIRED FOR ATTACHING FASTENERS,ACCESSORIES FOR WALL ITEMS,AND ETC. INSTALLED AFTER FRAMING IS COMPLETE. 5. INSTALL MEMBERS TRUE, PLUMB,AND LEVEL. SECURE IN PLACE. INSTALL SEALANTS USING PROVEN TECHNIQUES THAT COMPLY WITH THE FOLLOWING AND AT THE 7. ERECT WALL FURRING DIRECTLY ATTACHED TO CONCRETE BLOCK AND CONCRETE WALLS. DENNIS HEATH 6. SPACE MISCELLANEOUS FRAMING AND FURRING AT 16 INCHES ON CENTER. SAME TIME BACKINGS ARE INSTALLED: 8. SPACE FURRING CHANNELS MAXIMUM 16 INCHES ON CENTER, NOT MORE THAN 4 INCHES FROM 7. CONSTRUCT MEMBERS OF CONTINUOUS PIECES OF LONGEST POSSIBLE LENGTHS. 1. PLACE SEALANTS SO THEY DIRECTLY CONTACT AND FULLY WET JOINT SUBSTRATES. FLOOR AND CEILING BEARING. a4 q 4• y 2. COMPLETELY FILL RECESSES IN EACH JOINT CONFIGURATION. • ALAMEDA, CA • FINISH CARPENTRY 3. PRODUCE UNIFORM, CROSS-SECTIONAL SHAPES AND DEPTHS RELATIVE TO JOINT WIDTHS THAT BOARD INSTALLATION: ��t� 2�/� THIS SECTION INCLUDES FINISH CARPENTRY AND FABRICATED PLASTIC ITEMS, OTHER THAN SHOP ALLOW OPTIMUM SEALANT MOVEMENT CAPABILITY. 1. ERECT SINGLE LAYER STANDARD GYPSUM BOARD IN DIRECTION MOST PRACTICAL AND C` 37 FABRICATED WORK,WTH ATTACHMENT ACCESSORIES. TOOLING OF NONSAG SEALANTS: IMMEDIATELY AFTER SEALANT APPLICATION AND BEFORE SKINNING ECONOMICAL,WITH ENDS AND EDGES OCCURRING OVER FIRM BEARING. 'JRQFO�ts OR CURING BEGINS, TOOL SEALANTS TO FORM SMOOTH, UNIFORM BEADS OF CONFIGURATION 2. ERECT SINGLE LAYER FIRE-RATED GYPSUM BOARD VERTICALLY, WITH EDGES AND ENDS ``LL V STORE INDOORS IN VENTILATED AREAS WITH CONSTANT 60 DEGREE FAHRENHEIT TEMPERATURE AND INDICATED; TO ELIMINATE AIR POCKETS; AND TO ENSURE CONTACT AND ADHESION OF SEALANT WTH OCCURRING OVER FRAMING. 55 PERCENT MAXIMUM RELATIVE HUMIDITY. SIDES OF JOINT. 3. USE SCREWS WHEN FASTENING GYPSUM BOARD TO METAL FURRING OR FRAMING. - 1. REMOVE EXCESS SEALANT FROM SURFACES ADJACENT TO JOINTS. WOOD PRODUCTS: 2. USE TOOLING AGENTS THAT ARE APPROVED IN WRITING BY SEALANT MANUFACTURER AND THAT FINISHING: -- 1. FORMALDEHYDE EMISSIONS: COMPLY WITH LIMITS IN GREEN BUILDING CODE NOTES IN DO NOT DISCOLOR SEALANTS OR ADJACENT SURFACES. 1. PLACE CORNER BEADS AT EXTERNAL CORNERS. USE LONGEST PRACTICAL LENGTHS. PLACE WASHINGTON DRAWINGS. 3. PROVIDE CONCAVE JOINT PROFILE PER FIGURE 8A IN ASTM C 1193, UNLESS OTHERWISE EDGE TRIM WHERE GYPSUM BOARD ABUTS DISSIMILAR MATERIALS. 2. SOFTWOOD LUMBER: PS 20; CUSTOM GRADE IN ACCORDANCE WTH AW; MAXIMUM MOISTURE INDICATED. 2. TAPE, FILL, AND SAND EXPOSED JOINTS, EDGES, CORNERS, OPENINGS, AND FIXTURES, TO SQUARE MALL CONTENT OF 5 TO 10 PERCENT FOR INTERIOR WORK AND 15 PERCENT FOR EXTERIOR WORK. PRODUCE SURFACE READY TO RECEIVE SURFACE FINISHES. FEATHER COATS ONTO ADJOINING 3. HARDWOOD LUMBER: PS 58 OR FED. SPEC MM-L-736; CUSTOM GRADE IN ACCORDANCE WTH AWI; DIVISION 08 -DOORS, FRAMES AND HARDWARE SURFACES SO THAT CAMBER IS MAXIMUM 1/32 INCH. FINISHING OF TAPING IS NOT REQUIRED 9321 SW WASHINGTON MAXIMUM MOISTURE CONTENT OF 5 TO 10 PERCENT. ABOVE CEILING LINE. 4. WOOD PARTICLE BOARD: MEDIUM DENSITY PARTICLEBOARD(45 LBS.). SQUARE ../R� OAD 5. WOOD FIBER BOARD: MEDIUM DENSITY FIBERBOARD(37 TO 50 LBS. PER CUBIC FOOT). STOREFRONT REMOVE AND REINSTALL DEFECTIVE WORK. SPACE ttT05 6. SOFTWOOD PLYWOOD: APAA-B. PROVIDED UNDER SEPARATE CONTRACT. DRAWING INFORMATION IS FOR COORDINATION. 7. HARDBOARD: PRESSED WOOD FIBER; STANDARD TEMPERED SERVICE GRADE. HOLLOW FRAME CONSTRUCTION: HARDWOOD AS INDICATED IN THE SCHEDULE, SOLID WOOD JAMBS AND HEAD PROVIDE METAL DOORS D ABEL DOR NON-LABE ED DOORS AND FRAMES FRAMES IN THE DIMENSIONS AND TYPE CEO NG SYSTEMS: ASCEILINGSUSTICAL TIGARD, OR 97223 INDICATED IN FINISH SCHEDULE, ACCURATELY HOUSED TOGETHER AND SECURED WITH NAILS AND GLUE AS REQUIRED. APPLY STOPS SHOWN ON DRAWINGS IN 18 GAUGE FOR INTERIOR DOORS AND FRAMES AND 16 GAUGE GALVANIZED 1. ASTM C 636-STANDARD PRACTICE FOR INSTALLATION OF METAL CEILING SUSPENSION SYSTEMS OF SAME SPECIES AS FRAME. FOR EXTERIOR DOORS AND FRAMES. FOR ACOUSTIC TILE AND LAY-IN PANELS. 2. SUSPENSION SYSTEM: HEAVY DUTY, EXCEPT WHERE INTERMEDIATE DUTY IS PERMITTED BY INTERIOR WOOD BLIND DOOR FRAMES:AW CUSTOM-ANY CLOSED GRAIN HARDWOOD OR MDF. PROVIDE REINFORCING FOR SPECIFIED HARDWARE. CODE FOR INSTALLATION INDICATED. NAILS: SIZE AND TYPE TO SUIT APPLICATION. DOORS AND FRAMES SHALL BE SHOP PRIMED. INSTALLATION: ISSUE REVISION 1. INSTALL ACOUSTICAL CEILING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S 05.19.17 SD ISSUE BOLTS, NUTS, WASHERS, LAGS,AND SCREWS: SIZE AND TYPE TO SUIT APPLICATION; NON-CORROSIVE SET FRAMES ACCURATELY INTO POSITION, PLUMBED, ALIGNED AND BRACED UNTIL PERMANENT RECOMMENDATIONS AND ASTM C 636 TO PRODUCE FINISHED CEILING TRUE TO LINES AND FOR HIGH HUMIDITY, PLAIN FINISH AT OTHER INTERIOR LOCATIONS. ANCHORS ARE SET.AFTER WALL CONSTRUCTION REMOVE TEMPORARY BRACING. LEVELS AND FREE FROM WARPED, SOILED, OR DAMAGED GRID OR LAY-IN PANELS. 06.23.17 75% CD ISSUE 2. INSTALL CEILING SYSTEMS IN A MANNER CAPABLE OF SUPPORTING ALL SUPERIMPOSED LOADS, 07.31.17 PERMIT ISSUE INSTALLATION: AT IN-PLACE CONSTRUCTION, SET FRAMES AND SECURE WITH SUITABLE ANCHORAGE DEVICES. WITH MAXIMUM PERMISSIBLE DEFLECTION OF 1/360 OF SPAN AND MAXIMUM SURFACE DEVIATION 1. VERIFY THAT MECHANICAL, ELECTRICAL, AND BUILDING ITEMS AFFECTING THIS SECTION ARE OF 1/8 INCH IN 10 FEET(1/960). PLACED AND READY TO RECEIVE FINISH CARPENTRY ITEMS. BEVEL STRIKE EDGE OF SINGLE ACTING DOORS 1/8 INCH IN 2 INCHES. 3. INSTALL AFTER MAJOR ABOVE-CEILING WORK IS COMPLETE. COORDINATE THE LOCATION OF 2. SET AND SECURE MATERIALS AND COMPONENTS IN PLACE, PLUMB,AND LEVEL. HANGERS WITH OTHER WORK. ENSURE THE LAYOUT OF HANGERS AND CARRYING CHANNELS 3. FIT EXPOSED EDGES OF PLYWOOD AND PARTICLE BOARD SHELVING AND SITE MADE CASEWORK PREPARE DOORS TO RECEIVE HARDWARE. REFER TO HARDWARE SCHEDULE FOR HARDWARE ARE LOCATED TO ACCOMMODATE FITTINGS AND UNITS OF EQUIPMENT WHICH ARE TO BE PLACED WITH HARDWOOD EDGING. REQUIREMENTS. AFTER THE INSTALLATION OF CEILING GRID SYSTEM(S). 4. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, 4. WHERE DUCTS OR OTHER EQUIPMENT PREVENT THE REGULAR SPACING OF HANGERS, 5. SAND WORK SMOOTH AND SET EXPOSED NAILS AND SCREWS.APPLY WOOD FILLER IN EXPOSED INSTALL DOORS PLUMB AND SQUARE, AND WITH MAXIMUM DIAGONAL DISTORTION OF 1/16 INCH. REINFORCE THE NEAREST ADJACENT HANGERS AND RELATED CARRYING CHANNELS AS NAIL AND SCREW INDENTATIONS. INSTALL HARDWARE IN ACCORDANCE WITH REQUIREMENTS STATED IN HARDWARE SCHEDULE. REQUIRED TO SPAN THE REQUIRED DISTANCE. 5. HANG INDEPENDENTLY OF WALLS, COLUMNS, DUCTS, PIPES, AND CONDUIT. WHERE CARRYING CASEWORK AND COUNTERTOPS WOOD DOORS MEMBERS ARE SPLICED, AVOID VISIBLE DISPLACEMENT OF THE LONGITUDINAL AXIS OR FACE SECTION INCLUDES: PROVIDE SOLID CORE DOORS COMPLYING WITH "ARCHITECTURAL WOODWORKING STANDARDS". PLANE OF ADJACENT MEMBERS. 1. FABRICATION AND INSTALLATION OF SHELVING AND COUNTERTOPS. 1. PAINTED DOORS: CUSTOM GRADE 6. DO NOT SUPPORT FIXTURES FROM OR ON MAIN RUNNERS OR CROSS RUNNERS IF WEIGHT OF 2. INSTALLATION OF OWNER-PROVIDED CABINETS. 2. DOORS WITH TRANSPARENT FINISH: PREMIUM GRADE. THE FIXTURE CAUSES THE TOTAL DEAD LOAD TO EXCEED THE DEFLECTION CAPABILITY. IN SUCH CASES, SUPPORT FIXTURE LOADS BY SUPPLEMENTARY HANGERS LOCATED WITHIN 6 INCHES OF FORMALDEHYDE EMISSIONS OF WOOD PRODUCTS: COMPLY WITH LIMITS IN GREEN BUILDING CODE FLUSH INTERIOR DOORS SHALL BE 1-3/4 INCH THICK BIRCH FACE VENEER DOOR. EACH CORNER, OR SUPPORT THE FIXTURES INDEPENDENTLY. NOTES IN DRAWINGS. 7. INSTALL EDGE MOLDINGS AT INTERSECTION OF CEILING AND VERTICAL SURFACES USING BEVEL STRIKE EDGE OF SINGLE ACTING DOORS 1/8 INCH IN 2 INCHES. MAXIMUM LENGTHS, STRAIGHT, TRUE TO LINE, AND LEVEL. MITER CORNERS. PROVIDE EDGE DRAWING TITLE ADHESIVES AND SEALANTS: COMPLY WITH LIMITS IN GREEN BUILDING CODE NOTES IN DRAWINGS. MOLDINGS AT JUNCTIONS WITH OTHER CEILING FINISHES. WHERE BULLNOSE CONCRETE BLOCK PREPARE DOORS TO RECEIVE HARDWARE. REFER TO HARDWARE SCHEDULE FOR HARDWARE CORNERS OCCUR, PROVIDE PREFORMED CLOSERS TO MATCH EDGE MOLDING. PROVIDE INSTALLATION MATERIALS COMPLYING WITH FINISH CARPENTRY SPECIFICATIONS AND REQUIREMENTS. 8. FIT ACOUSTIC LAY-IN PANELS IN PLACE, FREE FROM DAMAGED EDGES OR OTHER DEFECTS "ARCHITECTURAL WOODWORKING STANDARDS" . DETRIMENTAL TO APPEARANCE AND FUNCTION. FIT BORDER UNITS NEATLY AGAINST ABUTTING INSTALL WOOD DOORS PLUMB AND SQUARE,AND WITH MAXIMUM DIAGONAL DISTORTION OF 1/16 INCH. SURFACES. INSTALL PANELS IN ANY UNBROKEN AREA OF CEILING FROM THE SAME PRODUCT LOT PROVIDE PREMIUM GRADE MATERIALS AND FABRICATION AT SHOWROOM AND CUSTOM GRADE AT INSTALL HARDWARE IN ACCORDANCE WITH REQUIREMENTS STATED IN HARDWARE SCHEDULE. AS INDICATED BY LOT NUMBER ON EACH CARTON. BACK OF HOUSE SPACES. HARDWARE 9. INSTALL LAY-IN PANELS LEVEL IN UNIFORM PLANE AND FREE FROM TWIST, WARP,AND DENTS. ARCHITECTURAL C0NTERTOPS: PROVIDE SUBSTTRATE: PARTICLE BOARD PER ANSI A208.1, M2 MADE WITH EXTERIOR GLUE, OR EXTERIORINDICATED.EMS AS LISTED IN HARDWARE SCHEDULE ON SHEET C103, COMPLETE TO FUNCTION AS I. SPECIFICATIONS SOFTWOOD PLYWOOD COMPLYING WITH DOC PS 1, GRADE C-C PLUGGED, TOUCH-SANDED.. 2. HIGH-PRESSURE DECORATIVE LAMINATE: NEMA LD 3, GRADE HGS AT TOPS AND EDGES. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND 3. SOLID SURFACE MATERIAL: HOMOGENEOUS SOLID SHEETS OF RESIN, PER ANSI SS1. RECOMMENDATIONS, USING PROPER TEMPLATES. 4. SIMULATED STONE: SOLID SHEETS OF QUARTZ AGGLOMERATE WITH MATRIX OF FILLED PLASTIC RESIN, COMPLYING WITH "PHYSICAL CHARACTERISTICS OF MATERIALS"ARTICLE OF ANSI SSI. ACCURATELY AND PROPERLY FIT HARDWARE TO DOORS AND FRAMES. REMOVE EXPOSED PARTS UNTIL AFTER PAINT FINISHING IS COMPLETED. RE-INSTALL AFTER FINISHING IS COMPLETED. FIT FIXED SHELVING: PARTS SNUG AND FLUSH.ADJUST OPERATING PARTS TO MOVE FREELY AND SMOOTHLY WITHOUT SCALE: AS NOTED 1. SUBSTRATE: PARTICLE BOARD PER ANSI A208.1, M2 MADE WITH EXTERIOR GLUE, OR EXTERIOR BINDING, STICKING, OR WITH EXCESSIVE CLEARANCE. SOFTWOOD PLYWOOD COMPLYING WITH DOC PS 1, GRADE C-C PLUGGED, TOUCH-SANDED.. PROJECT NUMBER: 51909 2. HIGH-PRESSURE DECORATIVE LAMINATE: NEMA LD 3, GRADE HGS AT TOPS AND EDGES. AFTER THE WORK HAS BEEN OTHERWISE COMPLETED, EXAMINE HARDWARE IN PLACE FOR COMPLETE AND PROPER INSTALLATION. LUBRICATE BEARING SURFACES OF MOVING PARTS. ADJUST LATCHING INSTALLATION: COMPLY WITH "ARCHITECTURAL WOODWORKING STANDARDS". MATCH OR EXCEED AND HOLDING DEVICES FOR PROPER FUNCTION. ADJUST DOOR CONTROL DEVICES TO PROPER SPEED SHEET NUMBER GRADE OF INSTALLED PRODUCTS. AND POWER. CLEAN EXPOSED SURFACES AND CHECK FOR SURFACE DAMAGE OPERATING HARDWARE SHALL BE LEVER-TYPE, CENTERED BETWEEN 30"-44"OFF THE FLOOR AND OPERABLE. 5LB. MAX. FORCE. DIVISION 07-THERMAL AND MOISTURE PROTECTION A10 . 02 APPROVED .>>•'2s�iii' :i.;:iii•i.' . #:isiii`i�::.3iiip?pii3pCERAMIC AND CONCRETE TILE 4. PROVIDE FINISH COATS WHICH ARE COMPATIBLE WITH PRIMECOATS ACTUALLY USED. REVIEW MOISTURERE METER BY ARCHI E T ` : : ;.:>o-:::;:>a::::::<:»o:::<;»o»:_>>;;><:>:::>::<:c>:>;:`�s<.::`<:.>>>:.:;•:`> ANSI CONFORM TO A S 37.1-SPECIFICATIONS FOR CERAMIC TILE AND INSTALLATION.N. CONF RM TOT NA OTHER SECTIONS OF THESE SPECIFICATIONS AS REQUIRED,VERIFYING PRIME COATS TO BE 4. WOOD DOORS: i AND MANUFACTURER'S INSTALLATION RECOMMENDATION. USED AND ASSURING COMPATIBILITY OF THE TOTAL COATING SYSTEM FOR THE VARIOUS A. SEAL EDGES IMMEDIATELY AFTER FITTING, INCLUDING AREAS ROUTED FOR CONCEALED .;.:_ .;.._ SUBSTRATA. UPON REQUEST, FURNISH INFORMATION ON THE CHARACTERISTICS OF THE CLOSERS AND OTHER HARDWARE. " \ is ... \iv TILE SHALL BE QUALITY CERTIFIED BY THE TILE COUNCILOF NORTH AMERICA, EQUALOR SPECIFICFINISHMATERIALS ••::::::�. >.::::::�:>:: C CA, TO TO ASSURE THAT COMPATIBLE PRIME COATS ARE USED. PROVIDE B. BEFORE FINISHING, PERFORM THOROUGH FINAL SANDING USING 120 OR 150 GRIT :.::;n m ' :::;:,:;;; EXCEEDING N RE G THE RECOMMENDED D TANDARD SPECIFICATIONS FOR CERAMIC TILE ANSI 137.1. EACH BARRIER COATSOVER NON-COMPATIBLE ATIBLE P IMERSOR REMOVEVE PRIMER AND REPRIME AS SANDPAPER DEPENDING ON WOODSPECIES, ANDIN CONJUNCTION WITH A HAND BLOCK >.k COLOR TO BE FROM A SINGLERUN. DELIVER TILE TO THE SITE IN UNOPENED CONTAINERS WITH EACH REQUIRED. NOTIFY THE ARCHITECT IN WRITINGOF ANTICIPATED PROBLEMS NUSITHE OR BELT ANDER IN ORDER TO REMOVE CUFFS HANDLING MARKS SCRATCHES, RAISED ::, � � � � .., � < ><` s : > '' <« . CONTAINER BEARING HET NA CERTIFICATION MARK. SPECIFIED COATING SYSTEMS OVER PRIME-COATINGS SUPPLIED UNDER THERSE SECTIONS.S. GRAIN BURNISHES AND EFFECTS OR EXPOSURE TOMOISTURE THAT MAY OCCUR DURING PAINTSAND 5 COATINGS SHALL BE PREMIXED AND DELIVERED TOTHEJOBSITEIN HANDLING,G UNLOADINGANDSTORAGE. PRODUCTS: MANUFACTURER'S SEALED CONTAINERS. C. IMMEDIATELY AFTER FITTING AND BEFORE HANGING ENTIRE DOOR INCLUDING TOP AND ng:m>_»::>::»»»>:m:>.:;.> . 1. CERAMIC/CONCRETE WALL AND FLOOR TILE AND MARBLE:AS SPECIFIED IN FINISH SCHEDULE. 6. EACH CONTAINER SHALL BE LABELED BY MANUFACTURER, SHOWIN PAINT BRAND COLOR BOTTOM M EDGES MUST RECEIVE TWO COATS OF SPECIFIED PAINT VARNISH RLA LACQUER. 2. BASE: SANITARY COVED TYPE WITH MATCHING CORNER PIECES. DESIGNATION AND MANUFACTURERS NAME. ALL EMPTY CONTAINERS SHALL BE REMOVED FROM EXTERIOR FINISHES SHALL BE USED ON EXTERIOR FACES AND ALL EDGES OF EXTERIOR 3. PROVIDE ALL SPECIAL SHAPES REQUIRED, INCLUDING BULLNOSED TILE. INSIDE CORNERS: SITE AT THE COMPLETION OF EACH DAY'S WORK. DOORS.RS. SQUARE. 7. PAINT MATERIAL SHALL BE STORED AND MIXED IN A CENTRAL LOCATION APPROVED BY OWNER D. DO NOT USE STEEL WOOL ON OAK DOORS OR OTHER SPECIES THAT ARE REACTIVE WITH ::tis::\ :ii:iiti:{:i: :v::i :: i'v?::>i::::i1::i:: ''�: : ::��::::::::::%5:::i: 4. R N COLO S ANDPATTERNS SWILL BE SELECTED BYARCHITECTTHE FROM THE MANUFACTURER'S AND ARCHITECT. IRONNRWITH SPECIFIED FINISH ;iii;:,fiN ii?iiEiEEiiEEEiiE 3#'5j;?iy`ip iiiii'.i pp;'.iiiiiii:?'i:iii:i'?i:;'ii;EEiii:?EiiiiiE#:ii'it:;'.Sa FULL RANGE UNLESS SPECIFIED HEREIN. 8. DONOT APPLYPPLYSOLVENT SOLVENT-THINNED PAINTS WHEN THE TEMPERATURE OF SURFACES TO BE 5. WATERPROOFING: HYDROMENT ULTRA- ETLATICRETE 9235, ORMAPEI PRP- 315. PAINTED AND SURROUNDING AIR TEMPERATURES ARE BELOW 45 DEGREES F UNLESS PREPARATION OF METAL SURFACES: €�-���:�> .= ' >::ti ':><::::;;.:.:._i:x-: ,....<.- , .,y....:\^:;;`:j:.'\:�'.':::;',ET:>iixi::}Ai.-•n'ti ti:::::ii?i:; WATERPROOFING MEMBRANE SHALL BE A ONE PART ELASTOMERIC AND SEAMLESS MEMBRANE OTHERWISE PERMITTED BY THE MANUFACTURERS' PRINTED INSTRUCTIONS AS APPROVED BY 1. THOROUGHLY CLEAN SURFACES UNTIL FREE FROM DIRT, OIL,AND GREASE. OF AT LEAST 30 MILS OR 1/32". PROVIDING A POSITIVE BARRIER TO MOISTURE/WATER MIGRATION ARCHITECT. 2. ON GALVANIZED SURFACES, USE SOLVENT FOR INITIAL CLEANING. TREAT SURFACE ':i.:s: OR PENETRATION. WATERPROOFINGR00FIN MEMBRANESHALL MEET ASTMC836-84 ANSI A136.1- 1985 9. DO NOTAPPLY PAINT IN SNOW, RAIN, OR MIST; WHENTHERELATIVE HUMIDITY EXCEEDS THOROUGHLYUGHLY WITH PHOSPHORIC ACID ETCH. REMOVE ETCHING SOLUTION COMPLETELYBEFORE CTI-136.1-1985 AND CTI-64.2-2. 85%; OR TO DAMP OR WET SURFACES, UNLESS OTHERWISE PERMITTED BY THE PROCEEDING. a:::. ;:;;;:;;:.;;;,.;;,,:.,:;.:;>:,;>;,isT.;::.:;>;:>.;;>.::;.:iT::::,<;_,:.:;:.::, ,:,: 6. SETTING SYSTEM: HYDROMENT, LATICRETE OR MAPEI THIN SET MORTAR. FOLLOW MANUFACTURERS'PRINTED INSTRUCTIONS AS APPROVED BY THE ARCHITECT.APPLICATIONS 3. ALLOW TO DRY THOROUGHLY BEFORE APPLICATION OF PAINT. '''"'' "`"\""~' M ''"`'`` ` `"` MANUFACTURER'S RECOMMENDATIONS FOR TYPE TO USE, DEPENDING ON WATERPROOFING MAY BE CONTINUED DURING INCLEMENT WEATHER ONLY WITHIN THE TEMPERATURE LIMITS SYSTEM USED. SPECIFIED BY THE PAINT MANUFACTURER AS BEING SUITABLE FOR USE DURING APPLICATION PAINT APPLICATION: 7. GROUT: HYDROMENT, LATICRETE OR MAPEI CERAMIC TILE GROUT AND SHALL MEET CRD-C-621-82 AND DRYING PERIODS. 1. TOUCH-UP SHOP-APPLIED PRIME COATS WHICH HAVE BEEN DAMAGED,AND TOUCH-UP BARE AND ANSI A 118.6 A BLENDED MIXTURE OF PORTLAND CEMENT, COLORFAST PIGMENT, HIGH 10.UPON COMPLETION OF THE WORK OF THIS SECTION, DELIVER TO THE OWNER AN EXTRA STOCK AREAS PRIOR TO START OF FINISH COATS APPLICATION. STRENGTH AGGREGATES AND OTHER SELECTED INGREDIENTS TO INSURE PROPER CURING. EQUALING 10%OF EACH COLOR, TYPE,AND GLOSS OF PAINT USED IN THE WORK, TIGHTLY 2. SLIGHTLY VARY THE COLOR OF SUCCEEDING COATS. COLOR SHALL BE AS INDICATED ON FINISH SCHEDULE. SEALING EACH CONTAINER,AND CLEARLY LABELING WITH CONTENTS AND LOCATION WHERE A. DO NOT APPLY ADDITIONAL COATS UNTIL THE COMPLETED COAT HAS BEEN INSPECTED USED. AND APPROVED. INSTALLATION: B. ONLY THE INSPECTED AND APPROVED COATS OF PAINT WILL BE CONSIDERED IN 1. CERAMIC TILE FLOOR OR MARBLE FLOOR:ANSI A 108.5 AND TCNA METHOD F 113. PRODUCTS: DETERMINING THE NUMBER OF COATS APPLIED. 2. CERAMIC WALL TILE AND BASE:ANSI A 108.5 AND TCNA METHOD W202 AT MASONRY WALLS AND 1. UNDERCOATS AND THINNERS: PROVIDE UNDERCOAT PAINT PRODUCED BY SAME 3. SAND AND DUST BETWEEN COATS TO REMOVE DEFECTS VISIBLE TO THE UNAIDED EYE FROM A - W 244 AT TILE BACKER BOARD OVER METAL STUDS. MANUFACTURER AS THE FINISH COAT. USE ONLY THINNERS RECOMMENDED BY THE PAINT DISTANCE OF FIVE FEET. 3. CUT AND FIT TILE OR MARBLE TIGHT TO PROTRUSIONS AND VERTICAL OR PERPENDICULAR MANUFACTURER, AND USE ONLY TO THE RECOMMENDED LIMITS. INSOFAR AS PRACTICABLE, USE 4. ON REMOVABLE PANELS AND HINGED PANELS, PAINT THE BACK SIDES TO MATCH THE EXPOSED INTERRUPTIONS. FORM CORNERS AND BASES NEATLY. UNDERCOAT, FINISH COAT,AND THINNER MATERIAL AS PARTS OF A UNIFIED SYSTEM OF PAINT SIDES. 4. FORM INTERNAL ANGLES SQUARE AND EXTERNAL CORNERS BULLNOSED. FINISH. 960 Atlantic Ave. 5. WORK TILE OR MARBLE JOINTS UNIFORM IN WIDTH, SUBJECT TO VARIANCE IN TOLERANCE 2. ACCEPTABLE MANUFACTURER: BENJAMIN MOORE, METAL CLEAR COAT SHERWIN WILLIAMS- NO DRYING: Alameda, CA 94501 ALLOWED IN TILE SIZE. JOINTS SHALL BE WATERTIGHT, WITHOUT VOIDS, CRACKS, EXCESSIVE SUBSTITUTIONS 1. ALLOW SUFFICIENT DRYING TIME BETWEEN COATS, MODIFYING PERIOD AS RECOMMENDED BY MORTAR, OR GROUT. THE MATERIAL MANUFACTURER TO SUIT ADVERSE WEATHER CONDITIONS. 510 865 8663 6. SOUND TILE OR MARBLE AFTER SETTING. REPLACE HOLLOW SOUNDING UNITS. COATING SCHEDULE: 2. CONSIDER OIL-BASE AND OLEO-RESINOUS SOLVENT-TYPE PAINT AS DRY FOR RECOATING WHEN mbharch.corn 7. ALLOW TILE OR MARBLE TO SET FOR A MINIMUM OF 48 HOURS PRIOR TO GROUTING. GYPSUM WALL BOARD: EGGSHELL FINISH LATEX AT WALLS, NEW THE PAINT FEELS FIRM, DOES NOT DEFORM OR FEEL STICKY UNDER MODERATE PRESSURE OF 8. PROHIBIT TRAFFIC FROM FLOOR FINISH AND ACTIVITIES NEAR WALL FINISH FOR 48 HOURS AFTER 1ST COAT- BENJAMIN MOORE REGAL PREMIUM INTERIOR LATEX PRIMER(N216) THUMB,AND WHEN APPLICATION OF ANOTHER COAT OF PAINT DOES NOT CAUSE LIFTING OR INSTALLATION. 2ND COAT- BENJAMIN MOORE REGAL PREMIUM INTERIOR 100%ACRYLIC EGGSHELL FINISH (N319) LOSS OF ADHESION OF THE UNDERCOAT. 3RD COAT- BENJAMIN MOORE REGAL PREMIUM INTERIOR 100%ACRYLIC EGGSHELL FINISH (N319) RESILIENT FLOORING BRUSH APPLICATIONS: ASTM F 1066-STANDARD SPECIFICATION FOR VINYL COMPOSITION FLOOR TILE. GYPSUM WALL BOARD: EGGSHELL FINISH LATEX AT WALLS, REPAINT 1. BRUSH OUT AND WORK THE BRUSH COATS ONTO THE SURFACE IN AN EVEN FILM. ASTM F 1861 - STANDARD SPECIFICATION FOR RESILIENT WALL BASE. 1ST COAT- REMOVE PEELING OR SCALING PAINT AND SAND AREAS TO FEATHER EDGES SMOOTH 2. CLOUDINESS, SPOTTING, HOLIDAYS, LAPS, BRUSH MARKS, RUNS, SAGS, ROPINESS,AND OTHER WITH ADJACENT SURFACES. FILL NAIL HOLES, CRACKS &OTHER SURFACE SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. PRODUCTS: IMPERFECTIONS. REMOVE SURFACE CONTAMINANTS FROM WALLS WITH STRONG 1. VINYL COMPOSITION TILE: 12 INCH BY 12 INCH BY 1/8 INCH THICK; CONFORMING TO ASTM F 1066, DETERGENT SOLUTION. PRIME WITH BENJAMIN MOORE REGAL PREMIUM INTERIOR SPRAY APPLICATION: s � t. TYPE IV, COMPOSITION 1; MARBLEIZED PATTERN. MANUFACTURER AND COLOR AS INDICATED IN LATEX PRIMER (N216) 1. EXCEPT AS SPECIFICALLY OTHERWISE APPROVED BY ARCHITECT, CONFINE SPRAY APPLICATION �, FINISH SCHEDULE. 2ND COAT- BENJAMIN MOORE REGAL PREMIUM INTERIOR 100%ACRYLIC EGGSHELL FINISH TO AC GRILLES, SPEAKERS, LIGHT TRIM RINGS, METAL FRAMEWORK AND SIMILAR SURFACES ",, �0" 2. BASE:4 INCH HIGH BY.125 INCH THICK RUBBER OR VINYL BASE, CONFORMING TO ASTM F 1861, (N319) WHERE HAND BRUSH WORK WOULD BE INFERIOR. • NNIS HEATH y TYPE I OR II WITH COVE BOTTOM EXCEPT USE STRAIGHT BASE AT CARPET OR AS INDICATED. 3RD COAT- BENJAMIN MOORE REGAL PREMIUM INTERIOR 100%ACRYLIC EGGSHELL FINISH 2. WHERE SPRAY APPLICATION IS USED,APPLY EACH COAT TO PROVIDE THE HIDING EQUIVALENT MANUFACTURER AND COLOR AS INDICATED IN THE FINISH SCHEDULE. (N319) OF BRUSH COATS. r24 Qi.1.I� 3. EDGE STRIPS: RUBBER OR VINYL, TAPERED, 1 INCH IN WIDTH. 3. DO NOT DOUBLE BACK WITH SPRAY EQUIPMENT TO BUILD UP FILM THICKNESS OF TWO COATS IN • ALAMEDA, CA • 4. SUB-FLOOR FILLER: WHITE PREMIX LATEX. MIX WITH WATER TO PRODUCE CEMENTITIOUS PASTE. GYPSUM WALL BOARD: EGGSHELL FINISH LATEX AT SALES AREA DRYWALL CEILINGS, NEW ONE PASS. Q��l�{3` 5, PRIMERS AND ADHESIVES: WATERPROOF, OF TYPES RECOMMENDED BY RESILIENT FLOORING 1ST COAT- BENJAMIN MOORE REGAL PREMIUM INTERIOR LATEX PRIMER(N216) (5>e)(911•1 MANUFACTURER FOR SPECIFIED MATERIAL. 2ND COAT- BENJAMIN MOORE REGAL PREMIUM INTERIOR 100%ACRYLIC FLAT FINISH (N215) FOR COMPLETED WORK, MATCH APPROVED SAMPLES AS TO TEXTURE, COLOR AND COVERAGE. `�1QFOR 6. SEALER AND WAX: TYPE RECOMMENDED BY RESILIENT FLOORING MATERIAL MANUFACTURER 3RD COAT- BENJAMIN MOORE REGAL PREMIUM INTERIOR 100%ACRYLIC FLAT FINISH (N215) REMOVE, REFINISH, OR REPAINT WORK NOT IN COMPLIANCE WITH THE SPECIFIED REQUIREMENTS. FOR MATERIAL TYPE AND LOCATION. GYPSUM WALL BOARD: EGGSHELL FINISH LATEX AT SALES AREA DRYWALL CEILINGS, REPAINT MISCELLANEOUS SURFACES AND PROCEDURES: PREPARATION: 1ST COAT- REMOVE PEELING OR SCALING PAINT AND SAND AREAS TO FEATHER EDGES SMOOTH 1. EXPOSED MECHANICAL ITEMS: 1. ENSURE FEET( 1/960OOR SURFACES ARE SMOOTH AND FLAT, WITH MAXIMUM VARIATION OF 1/8 INCH IN 10 WITH). IMPERFECTIONS.DJACENT SURFACES. FILL ALL NAIL HOLES, CRACKS&OTHER REMOVE SURFACE CONTAMINANTS FROM WALLS WITHFACE STRONG A. VENTS, AND ITFINISH EMS O SF SIMILAR NATURE IC PANELS,ACCESS DOORS, O MATCH THE ADJACEUITS, PIPES, NUCTS,T WALCRILLES,LL AND CEILINGREREGISTERS, FEET WASHINGTON 2. ENSURE OI PERCENT MOISTURE CONTENT)AND EXHIBIT (SOLUTION. PRIME WITH BENJAMIN MOORE REGAL PREMIUM INTERIOR DUCT OR NEGATIVE CARBONIZATION,ALKALINITY, ORDUSTING. LATEX PRIMER B. PAINTVISIBLESURFACES BEHIND VENTS, REGISTERS,AND GRILLES FLAT BLACK. SQUARE MALL 3. MAINTAIN MINIMUM 70°F.DAYS PRIOR TO, DURING,AND FOR 2421°C.)AIR EMPERATURE AT HOURS AFTER NSTORING AO ATION STALATION AREA FOR 3 3RD COAT- BENJAMIN MOORE REGAL PREMIUM INTERIOR 1002ND COAT- BENJAMIN MOORE REGAL PREMIUM INTERIOR 100%ACRYLIC FLAT FINISH (N215) 2. EXPOSED PIPEACRYLIC FLAT FINISH (N215) C. WH ETAL WITH AND DUCT INSULANT,TION: AND APPLY TWO COATS OF ALKYD ENAMEL. 9321 SW WASHINGTON 4. STORE FLOORING MATERIALS IN AREA OF APPLICATION.ALLOW 3 DAYS FOR MATERIAL TO REACH A. APPLY ONE COAT OF LATEX PAINT ON INSULATION WHICH HAS BEEN SIZED OR PRIMED EQUAL TEMPERATURE AS AREA. INTERIOR WOOD DOORS;JAMBS, CASINGS, TOUCH-UP ON OWNER'S FIXTURES&MISC. TRIM: PEARL UNDER OTHER SECTIONS; APPLY TWO COATS ON SUCH SURFACES WHEN UNPREPARED. SQUARE ROAD 5. T SURFACES. DEFEREMCVE TS S WITH SUB-FLOOR BOOR FILLERIDGES AND gUMPS. FILL LOW SPOTS, CRACKS, JOINTS, HOLES,AND OTHER 1ST COAT- BENJAMIN MOORE IRONCLAD ALKYD LOW LUSTRE METAL AND WOOD ENAMEL B. MATCH) C. REMOVE BAOR OF NQ BEFORE PAI(T NG AND REPLACE AFTER PAINTING. SPACE E #T05 6. CLEAN FLOOR IS ISCURED.AND HA OAT FILLER TO LEAVE SMOOTH, FLAT, HARD SURFACE. 2ND COAT- BENJAMIN MOORE IMPERVO ALKYD HIGH GLOSS METAL AND WOOD ENAMEL(C133)3RD COAT- BENJAMIN MOORE IMPERVO ALKYD HIGH GLOSS METAL AND WOOD ENAMEL(C133) 3. A. WARE: PROHIBITTRAFFIC UNTIL FILLERPAINT PRIME COATED HARDWARE TO MATCH ADJACENT SURFACES. TI GARD, OR 97223 B. PAINT METAL PORTIONS OF HEAD SEALS, JAMB SEALS,AND ASTRAGAL SEALS TO MATCH FLOORING INSTALLATION: INTERIOR METAL DOORS AND FRAMES: PEARL THE COLOR OF THE DOOR FRAME UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. 1. OPEN FLOOR TILE CARTONS, ENOUGH TO COVER EACH AREA, AND MIX TILE TO ENSURE SHADE 1ST COAT- PRIMER IS NOT REQUIRED ON FACTORY PRIMED DOORS AND FRAMES. BENJAMIN 4. WET AREAS: VARIATIONS DO NOT OCCUR WITHIN ANY ONE AREA. MOORE IRONCLAD ALKYD LOW LUSTRE METAL AND WOOD ENAMEL (C163) A. IN TOILET ROOMS AND CONTIGUOUS AREAS,ADD AN APPROVED FUNGICIDE TO PAINTS. 2. CLEAN SUBSTRATE. SPREAD CEMENT EVENLY IN QUANTITY RECOMMENDED BY MANUFACTURER 2ND COAT- BENJAMIN MOORE IMPERVO ALKYD HIGH GLOSS METAL AND WOOD ENAMEL(C133) B. FOR OIL BASE PAINTS, USE 1% PHENOLMERCURIC OR 4% TETRACHLOROPHENOL. TO ENSURE ADHESION OVER ENTIRE AREA OF INSTALLATION. SPREAD ONLY ENOUGH ADHESIVE 3RD COAT- BENJAMIN MOORE IMPERVO ALKYD HIGH GLOSS METAL AND WOOD ENAMEL(C133) C. FOR WATER EMULSION AND GLUE SIZE SURFACES, USE 4%SODIUM ISSUE / REVISION TO PERMIT INSTALLATION OF FLOORING BEFORE INITIAL SET. TETRACHLOROPHENATE. 3. SET FLOORING IN PLACE, PRESS WITH HEAVY ROLLER TO ENSURE FULL ADHESION. EXPOSED STRUCTURAL STEEL, ROOF BAR JOISTS AND METAL DECK: LOW LUSTRE-SELF PRIMING 5. INTERIOR: USE "STIPPLE" FINISH WHERE ENAMEL IS SPECIFIED. 05.19.17 SD ISSUE 4. PLACE TILE SO THAT FIELDS OR PATTERNS CENTER ON AREA. NO TILE SHALL BE LESS THAN ONE 1ST COAT- BENJAMIN MOORE IRONCLAD LATEX LOW LUSTRE METAL AND WOOD ENAMEL(363) 6. EXPOSED VENTS:APPLY TWO COATS OF HEAT-RESISTANT PAINT APPROVED BY ARCHITECT. HALF IN SIZE. 2ND COAT- BENJAMIN MOORE IRONCLAD LATEX LOW LUSTRE METAL AND WOOD ENAMEL(363) 06.23.17 75% CD ISSUE 5. TILE SHALL BE LAID WITH VEINING RUNNING IN SAME DIRECTION. 07.31.17 PERMIT ISSUE 6. LAY TRUE, LEVEL,AND EVEN WITH TIGHT ALIGNED JOINTS. CONCRETE MASONRY UNITS: SEMI-GLOSS FINISH LATEX DIVISION 10 -SPECIALTIES 7. TERMINATE RESILIENT FLOORING AT CENTERLINE OF DOOR OPENING(S)WHERE ADJACENT 1ST COAT- MOORCRAFT SUPER CRAFT LATEX BLOCK, FILLER (285) FLOOR FINISH IS DISSIMILAR. 2ND COAT- MOORCRAFT SUPER SPEC LATEX SEMI-GLOSS, ENAMEL(276)(INTERIOR ONLY) TOILET ACCESSORIES 8. INSTALL EDGE STRIPS AT UNPROTECTED OR EXPOSED EDGES WHERE FLOORING TERMINATES. 3RD COAT- MOORCRAFT SUPER SPEC LATEX SEMI-GLOSS, ENAMEL(276)(INTERIOR ONLY) 1. SEE ROUGH CARPENTRY: WOOD ANCHOR REINFORCEMENT. ____ .__............. 9. SCRIBE FLOORING TO WALLS, COLUMNS, CABINETS, FLOOR OUTLETS,AND OTHER 2. PROTECT ADJACENT OR ADJOINING FINISHED SURFACES AND WORK FROM DAMAGE DURING APPURTENANCES TO PRODUCE TIGHT JOINTS. CONCRETE FLOOR: SATIN FINISH/EPDXY-MODIFIED ACRYLIC LATEX(BACK ROOM) INSTALLATION OF WORK OF THIS SECTION. PROVIDE STEEL ANCHOR PLATES AND ANCHOR . 10.FIT JOINTS TIGHT AND VERTICAL. MAINTAIN MINIMUM MEASUREMENT OF 18 INCHES BETWEEN 1ST COAT- MOORE'S LATEX FLOOR & PATIO, ENAMEL(122)THINNED PER LABEL DIRECTIONS COMPONENTS FOR INSTALLATION ON BUILDING JOINTS. 2ND COAT- MOORE'S LATEX FLOOR&PATIO, ENAMEL(122) 3. INSTALL FIXTURES,ACCESSORIES,AND ITEMS IN ACCORDANCE WITH MANUFACTURER'S 3RD COAT- MOORE'S LATEX FLOOR &PATIO, ENAMEL(122) INSTRUCTIONS. ..___�_ __,._,.____._..___.___,__._..__ ___________.._____________.________ BASE INSTALLATION: 4. INSTALL TRUE, PLUMB,AND LEVEL, SECURELY AND RIGIDLY ANCHORED TO SUBSTRATE. 1. MITER INTERNAL CORNERS. USE PREMOLDED SECTIONS FOR EXTERNAL CORNERS AND ALUMINUM/GALVANIZED METAL: SATIN FINISH 5. REFER TO ENLARGED TOILET ROOM PLAN FOR ACCESSORIES AND LOCATIONS. EXPOSED ENDS. 1ST COAT- PRIMER IS NOT REQUIRED ON FACTORY PRIMED SURFACES OR REPAINT. 2. INSTALL BASE ON SOLID BACKING. ADHERE TIGHTLY TO WALL AND FLOOR SURFACES. 2ND COAT- BENJAMIN MOORE IRONCLAD LATEX LOW LUSTRE METAL AND WOOD ENAMEL(363) 3. SCRIBE AND FIT TO DOOR FRAMES AND OTHER OBSTRUCTIONS. 3RD COAT- BENJAMIN MOORE IRONCLAD LATEX LOW LUSTRE METAL AND WOOD ENAMEL(363) PROTECTION AND CLEANING: METAL, WOOD, GALVANIZED METAL: ACRYLIC SEMI-GLOSS 1. PROHIBIT TRAFFIC FROM FLOOR FINISH FOR 24 HOURS AFTER INSTALLATION. 1ST COAT- BENJAMIN MOORE-M29 D.T.M.ACRYLIC SEMI-GLOSS 2. REMOVE EXCESS ADHESIVE FROM FLOOR, BASE,AND WALL SURFACES WITHOUT DAMAGING. 2ND COAT- BENJAMIN MOORE-M29 D.T.M.ACRYLIC SEMI-GLOSS DRAWING TITLE 3. CLEAN, SEAL,AND WAX FLOOR AND BASE SURFACES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. METAL CLEAR COAT, (METAL AWNING DECK, RODS &TURNBUCKLES) 1ST COAT- SHERWIN WILLIAMS OPEX CLEAR LACQUERS CC-05 (T82C13) BROADLOOM CARPETING INSTALLER QUALIFICATIONS: CERTIFIED BY INTERNATIONAL CERTIFIED FLOORCOVERING INSTALLERS, SURFACE PREPARATION: NOT LESS THAN COMMERCIAL II LEVEL. 1. PERFORM PREPARATION AND CLEANING PROCEDURES IN STRICT ACCORDANCE WITH PAINT MANUFACTURERS' RECOMMENDATIONS AS APPROVED BY ARCHITECT. FIRE-TEST RESPONSE RATINGS: TESTED PER NFPA 253. 2. REMOVE REMOVABLE ITEMS WHICH ARE IN PLACE AND ARE NOT SCHEDULED TO RECEIVE PAINT ARCHITECTURAL . FINISH; OR PROVIDE SURFACE-APPLIED PROTECTION PRIOR TO SURFACE PREPARATION AND SPECIFICATIONS CARPET: PRODUCT INDICATED IN FINISH SCHEDULE. PAINTING OPERATIONS. 3. FOLLOWING COMPLETION OF PAINTING IN EACH SPACE OR AREA, REINSTALL REMOVED ITEMS CARPET AND ADHESIVE EMISSIONS: COMPLY WITH GREEN CODE NOTES IN DRAWINGS. USING WORKMEN WHO ARE SKILLED IN THE NECESSARY TRADES. 4. CLEAN EACH SURFACE TO BE PAINTED PRIOR TO APPLYING PAINT OR SURFACE TREATMENT. INSTALLATION STANDARD: CRI 104. INSTALL PER DIRECT-GLUE-DOWN METHOD UNLESS OTHERWISE 5. REMOVE OIL AND GREASE WITH CLEAN CLOTHS AND CLEANING SOLVENT OF LOW TOXICITY AND INDICATED. FLASH POINT IN EXCESS OF 200 DEGREES F, PRIOR TO START OF MECHANICAL CLEANING. 6. SCHEDULE THE CLEANING AND PAINTING SO THAT DUST AND OTHER CONTAMINANTS FROM PAINTING: CLEANING PROCESS WILL NOT FALL ONTO WET NEWLY PAINTED SURFACES. SCALE: AS NOTED PAINTING, GENERAL: 7. PLASTER AND VENEER PLASTER MUST BE ALLOWED TO DRY THOROUGHLY FOR AT LEAST 30 - 1. PAINT AND FINISH EXTERIOR AND INTERIOR EXPOSED SURFACES LISTED ON PAINTING SCHEDULE DAYS BEFORE PAINTING. PROJECT NUMBER: 51909 IN THIS SECTION AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION. 2. "PAINT,"AS USED HEREIN, MEANS COATING SYSTEMS MATERIALS INCLUDING PRIMERS, PREPARATION OF WOOD SURFACES: EMULSIONS, EPDXY, ENAMELS, SEALERS, FILLER,AND OTHER APPLIED MATERIALS WHETHER 1. CLEAN WOOD SURFACES UNTIL FREE FROM DIRT, OIL, AND OTHER FOREIGN SUBSTANCE. SHEET NUMBER USED AS PRIME, INTERMEDIATE, OR FINISH COATS. 2. SMOOTH FINISHED WOOD SURFACES EXPOSED TO VIEW, USING THE PROPER SANDPAPER. 3. USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND WHERE SO REQUIRED, USE VARYING DEGREES OF COARSENESS IN SANDPAPER TO PRODUCE A - EXPERIENCED IN NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE UNIFORMLY SMOOTH AND UNMARRED WOOD SURFACE. SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF WORK 3. UNLESS SPECIFICALLY APPROVED BY ARCHITECT, DO NOT PROCEED WITH PAINTING OF WOODAl OF THIS SECTION. SURFACES UNTIL MOISTURE CONTENT OF THE WOOD IS 12%OR LESS AS MEASURED BY A ■ REINFORCING STEEL NOTES SHOP DRAWING REVIEW AND SUBMITTAL NOTES DESIGN DATA E. - 1. ALL REINFORCING STEEL SHALL BE NEW DEFORMED BILLET STEEL CONFORMING TO ASTM A615,GRADE 60. 1. REFER TO PROJECT SPECIFICATIONS FOR SUBMITTAL REQUIREMENTS. ' 1. THE DESIGN OF THE STRUCTURE AND PARTS THEREOF IS IN ACCORDANCE WITH �''' 2. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM 185. SHOP DRAWINGS AND SUBMITTALS WILL BE REVIEWED FOR THE LIMITED PURPOSE OF CHECKING FOR THE 2014 OREGON STRUCTURAL SPECIALTY CODE, AS AMENDED AND ADOPTED BY - CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT THE CITY OF TIGARD, OREGON. _= - - 3. HEADED SHEAR STUDS AND HEADED SHEAR STUD ASSEMBLIES(STUD RAILS)REQUIRED IN CONCRETE BEAMS DOCUMENTS. _ AND SLABS SHALL COMPLY WITH ACI 3.5.5 AND CONFORM TO ASTM A1044. -_ _ _ - -_ _ , SUBMITTAL REVIEW WILL NOT BE CONDUCTED FOR THE PURPOSE OF DETERMINING THE ACCURACY AND 2. FLOOR LIVE LOADS: -__ 4. DETAILING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE ACI DETAILING MANUAL. COMPLETENESS OF OTHER DETAILED INFORMATION SUCH AS DIMENSIONS AND QUANTITIES, OR FOR SUBSTANTIATING INSTRUCTIONS FOR INSTALLATION OR PERFORMANCE OF EQUIPMENT OR SYSTEMS _ _ -__ - _ ` ; 5. REINFORCING BARS MAY BE SPLICED ONLY AS SHOWN ON THE DRAWINGS EXCEPT THAT REINFORCING DESIGNED BY THE CONTRACTOR. ALL OF THIS REMAINS THE RESPONSIBILITY OF THE CONTRACTOR. AREA UNIFORM 1 CONCENTRATED IMPACT LIVE LOAD REDUCTION _ i DESIGNATED AS"CONTINUOUS"MAY BE CONTACT LAP SPLICED WITH TENSION LAP PER ACI 318 CHAPTER 12. REVIEW SHALL NOT CONSTITUTE APPROVAL OF SAFETY PRECAUTIONS OR OF ANY CONSTRUCTION MEANS, RETAIL 100 psf 2.0 kips - _ 6. FOR CONTINUOUS GRADE BEAM REINFORCING,30 BAR DIAMETERS LAP SPLICES SHALL BE MADE OVER METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES. - _ - - SUPPORTS FOR BOTTOM AND AT MIDSPAN FOR TOP BARS AND INTERMEDIATE BARS. AT GRADE BEAM END -- - _= SUPPORTS,TOP BARS SHALL BE HOOKED DOWN AND BOTTOM BARS SHALL BE HOOKED UP. APPROVAL OF A SPECIFIC ITEM SHALL NOT INDICATE APPROVAL OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT.PROVIDE CORNERS BARS OF SAME SIZE AND QUANTITY AS CONTINUOUS TOP AND BOTTOM REINFORCING OF 3. ROOF LIVE LOADS: �_gilagi- 7. _ GRADE BEAMS AT ALL GRADE BEAM CORNERS AND INTERSECTIONS. 2. SHOP DRAWINGS AND/OR PRODUCT DATA FOR THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL: - _ AREA UNIFORM I SPECIAL COMMENTS LIVE LOAD REDUCTION A. REINFORCING STEEL = - CONCRETE NOTES B. STRUCTURAL STEEL ROOF, GENERAL 20 psf YES, PER IBC 1607.11.2 SHOP DRAWINGS ARE TO BE DISTRIBUTED ONLY FROM RETURNED SUBMITTALS BEARING AN INITIALED REVIEW ROOF, EQUIP LOADS SEE ROOF PLAN 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-PER GOVERNING BUILDING CODE. STAMP AND WORK ON THESE ITEMS SHALL NOT PROCEED UNLESS THE STAMP CLEARLY INDICATES THE DRAWINGS ARE"APPROVED"OR"APPROVED AS NOTED." i 2. ALL CONCRETE SHALL HAVE SAND AND GRAVEL OR CRUSHED STONE AGGREGATES AND TEST 3000 PSI I - COMPRESSIVE STRENGTH IN 28 DAYS UNLESS NOTED OTHERWISE. NORMAL WEIGHT AGGREGATES SHALL 4. SNOW LOADS: CONFORM TO ASTM C33. 3. SHOP DRAWINGS AND/OR PRODUCT DATA FOR THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW. THE ENGINEER'S REVIEW WILL BE LIMITED TO CONFORMANCE WITH 3. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS FOLLOWS: DESIGN AND PERFORMANCE CRITERIA SPECIFIED IN THE CONSTRUCTION DOCUMENTS AND THE INTERFACED v,A , , psf MINIMUM ROOF LIVE LOADS GOVERN DESIGN ` ,F REFER TO ACI 318-SECTION 7.7 FOR CONDITIONS NOT NOTED. BETWEEN THESE ITEMS/SYSTEMS AND THE BUILDING STRUCTURE.THIS REVIEW WILL CHECK THE GROUND SNOW LOAD 10 p COMPATIBILITY OF LOADS AND POSITIONS OF LOADS IMPARTED ONTO THE BUILDING STRUCTURE,AND FOOTING 1 1/2"TOP COMPATIBILITY OF CONNECTIONS WITH THE BUILDING STRUCTURE.THE MANUFACTURER/SUPPLIER AND its 2"SIDES SPECIALTY STRUCTURAL ENGINEER RESPONSIBLE FOR THE DESIGN OF THE ITEM/SYSTEM WILL RETAIN ALL 5. WIND DESIGN DATA: 3"BOTTOM RIGHTS AND RESPONSIBILITIES FOR THE DESIGN OF THE PRODUCT AND THE CONNECTIONS TO THE BUILDING 960 Atlantic Ave. • STRUCTURE. Alameda, CA 94501 4. MAXIMUM NOMINAL COARSE AGGREGATE SIZE SHALL BE 1 1/2"MAX FOR PIERS AND 1"MAX TYPICAL UNLESS WIND IMPORTANCE FACTOR, I,H 1 NOTED OTHERWISE. A. COLD-FORMED METAL FRAMING BASIC WIND SPEED (3 SECOND GUST) 110 mph 510 865 8663 B. CONCRETE MIXES mbharch.com 5. CONCRETE SLUMPS SHALL BE AS FOLLOWS: WIND EXPOSURE B NO WORK ON STRUCTURAL ELEMENTS SUPPORTING OR RELATED TO THESE ITEMS IS TO PROCEED UNLESS INTERNAL PRESSURE COEFFICIENT +/-0.18' CONCRETE CONTAINING HRWR- 10"MAX THE REVIEW STAMP CLEARLY INDICATES "REVIEWED" OR "REVIEWED, SEE COMMENTS" BY THE STRUCTURAL ALL OTHER CONCRETE 5"MAX,2"MIN ENGINEER. COMPONENTS AND CLADDING PER ASCE 7 6. CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED AS FOLLOWS: 4. GENERAL CONTRACTOR SHALL PRE-CHECK ALL SHOP DRAWINGS BEFORE SUBMISSION TO THE ENGINEER FOR 6. SEISMIC DESIGN DATA. REVIEW. ALL SUBMITTAL MATERIALS MUST BEAR AN INITIALED REVIEW STAMP OF THE GENERAL CONTRACTOR. c,,FD FIi0fe 3/4" NOMINAL AGGREGATE SIZE 4%TO 8% SUBMITTALS WITHOUT THE REVIEW STAMP OF THE GENERAL CONTRACTOR WILL BE RETURNED WITHOUT S•t� J'J�, o6.5% REVIEW AND SHALL NOT BE CAUSE FOR CLAIMS OF DELAY. SEISMIC IMPORTANCE FACTOR, le 1 tom 4` 11) -l'i- 1" NOMINAL AGGREGATE SIZE 3.5%TO Q 1 1/2" NOMINAL AGGREGATE SIZE 3%TO 6% 5. GENERAL CONTRACTOR SHALL SCHEDULE SUBMITTALS SUFFICIENTLY IN ADVANCE OF THE DATE REQUIRED TO MAPPED SPECTRAL RESPONSE ACCEL. Ss = 0.978 Si = 0.425 ALLOW REASONABLE TIME FOR DELIVERY,PROCESSING AND REVIEW BY THE DESIGN TEAM.THIS SHALL SITE CLASS D I / .m, 7. ALL GRADE BEAMS,CAST IN PLACE WALLS AND PIER CAPS SHALL BE FORMED ON SIDES. ALL ELEMENTS OF INCLUDE A MINIMUM OF TEN WORKING DAYS,EXCLUDING DELIVERY TIME,FOR ENGINEER'S PROCESSING AND SPECTRAL RESPONSE COEFFICIENTS S = 0.723 S0.446 - ;/1 THE FORMS,FORMWORK,BRACING AND SHORING SHALL CONSIST OF WOOD,METAL OR OTHER REVIEW OF SHOP DRAWINGS.INCLUDE TIME FOR CONTRACTOR'S RESUBMISSION AND SUBSEQUENT REVIEW IF Ds Dl = T MANUFACTURED PRODUCTS AS SPECIFIED.EARTH MAY NOT BE USED AS A FORM,EITHER DIRECTLY OR NECESSARY. SEISMIC DESIGN CATEGORY D O� 4)'3 �1;'>r✓ INDIRECTLY.NEITHER EARTH TRENCHES NOR EARTH TRENCHES LINED WITH ANOTHER MATERIAL ARE ` 0111,GOO ACCEPTABLE. SHORTER REVIEW PERIODS WILL ONLY BE HONORED WITH PRIOR WRITTEN CONSENT FROM THE ENGINEER. I) AI THESE ACCELERATED SERVICES, AND APPROPRIATE COMPENSATION, MUST BE NEGOTIATED WITH THE Nfe 111 8. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE POURS. ALL CONSTRUCTION JOINTS ENGINEER AND ARCHITECT IN ADVANCE. SHALL BE MADE IN THE CENTER OF SPANS WITH VERTICAL BULK HEADS. THE LOCATION OF CONSTRUCTION GENERAL NOTES JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. TEN DAY REVIEW PERIODS CAN NOT BE HONORED WHEN LARGE QUANTITIES OF SHOP DRAWINGS ARE SUBMITTED AT ONE TIME.WHEN THIS HAPPENS,THE CONTRACTOR SHALL SUBMIT AN ITEMIZED LIST INDICATING PRIORITIES AND REASONABLE RETURN DATES. 1. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR CONSTRUCTION TESTING AND INSPECTION AS OUTLINED IN THE STATEMENT OF SPECIAL INSPECTIONS. STRUCTURAL STEEL NOTES 6. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS,INCLUDING THE USE ANY CONTRACTOR,SUBCONTRACTOR,ERECTOR,FABRICATOR,OR MATERIAL SUPPLIEOR IN LIEU OF THEF ELECTRONIC 2. BY THE GENERAL CONTRACTOR SHALL VERIFY THE SIZE,WEIGHT,LOCATION,AND SUPPORT CONDITIONS OF ALL WASHINGTON INDEPENDENT PREPARATION OF SHOP DRAWINGS,SIGNIFIES HIS ACCEPTANCE OF ALL INFORMATION SHOWN MECHANICAL EQUIPMENT SUPPORTED ON OR SUSPENDED FROM THE ROOF OR SUSPENDED FLOORS. NOTIFY` DARE MALL 1. STRUCTURAL STEEL SHALL CONFORM TO AISC"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS,"ANSI/AISC HEREON AS CORRECT AND OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED,ARISING DUE TO ANY THE ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. 360,LATEST EDITION. ERRORS THAT MAY OCCUR HEREON. SUCH USE OF REPRODUCTIONS OF THESE CONTRACT DOCUMENTS WILL WASHINGTON NOT BE ALLOWED WITHOUT PRIOR CONSENT FROM THE ENGINEER. 3. PRINCIPAL OPENINGS ARE SHOWN ON THESE DRAWINGS. SEE ARCHITECTURAL,MECHANICAL,AND 9585 SW 2. BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE"SPECIFICATION FOR ELECTRICAL DRAWINGS FOR SLEEVES,CURBS,INSERTS AND OTHER OPENINGS NOT SHOWN. IF OPENINGS STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS,"APPROVED BY THE RESEARCH COUNCIL ON 7. WHEN USING ELECTRONIC FORMAT FOR SUBMITTALS,THE CONTRACTOR SHALL PROVIDE ONE PRINTED HARD MUST PENETRATE A STRUCTURAL ELEMENT,THE GENERAL CONTRACTOR SHALL VERIFY THE ADEQUACY OF SQUARE ROAD STRUCTURAL CONNECTIONS,LATEST EDITION. CONNECTIONS SHALL BE BEARING TYPE UNLESS NOTED COPY FOR ENGINEER REVIEW OR EXECUTE AN AGREEMENT FOR REIMBURSING THE ENGINEER FOR PRINTING SUCH MEMBERS PRIOR TO CONSTRUCTION. OTHERWISE IN DRAWINGS. COSTS FOR ONE COPY. SPACE #T05 4. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS NOT SHOWN AND FOR EXACT LOCATIONS OF ALL SLAB DEPRESSIONS AND CURBS. TI GAR V ("� Q']� 3. ALL W SHAPES SHALL CONFORM TO ASTM A992. MODIFICATIONS OF EXISTING STRUCTURE NOTES c✓ +,✓ :1 r ALL OTHER STRUCTURAL STEEL SHAPES, PLATES, ETC., SHALL CONFORM TO ASTM A36, UNLESS NOTED 5. THE CONTRACTOR SHALL COMPARE STRUCTURAL DIMENSIONS AND SECTIONS WITH ARCHITECTURAL OTHERWISE. DIMENSIONS AND SECTIONS AND REPORT ANY DISCREPANCY TO THE ARCHITECT PRIOR TO FABRICATION OR 1. THE CONTRACTOR SHALL INSPECT THE EXISTING STRUCTURE PRIOR TO FABRICATION AND NOTIFY THE INSTALLATION OF STRUCTURAL MEMBERS. 4. ALL STRUCTURAL STEEL TUBE MEMBERS SHALL CONFORM TO ASTM A500,GRADE B. ARCHITECT AND ENGINEER OF ANY DISCREPANCIES WITH THE CONTRACT DOCUMENTS OR ANY AREAS ERODED BY RUST,CORROSION,ROT,ETC.,WHICH MAY ADVERSELY AFFECT THE RELIABILITY OF NEW CONSTRUCTION. 6. THE PROJECT SPECIFICATIONS SHALL BE CONSIDERED AN INTEGRAL PART OF THE CONTRACT DOCUMENTS. 5. GALVANIZING OF STEEL MEMBERS SHALL CONFORM TO ASTM A123/A123M. ALL STEEL FRAMING THAT COMES IN THE CONTRACTOR SHALL REVIEW THE SPECIFICATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT ISSUE UE I REVISION CONTACT WITH PRESSURE TREATED WOOD SHALL BE COATED TO A G90 THICKNESS AND ALL BOLTS,HEADED 2. DIMENSIONS SHOWN FOR,OR TO,THE EXISTING STRUCTURE ARE BASED ON EITHER THE ORIGINAL OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. STUDS AND CONNECTORS SHALL BE COATED TO A G185 THICKNESS. CONSTRUCTION DOCUMENTS PREPARED FOR THE EXISTING STRUCTURE OR ON APPROXIMATE FIELD 05.19.17 SD ISSUE MEASUREMENTS.THEY ARE TO BE USED FOR BID PURPOSES ONLY AND NOT FOR SHOP DRAWING 7. ALL TEMPORARY SHORING AND BRACING OF WALLS AND GRADE BEAMS DURING CONSTRUCTION,PRIOR TO 6. ALL STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO THE STANDARDS OF THE AISC. PREPARATION OR CONSTRUCTION.ACTUAL CONDITIONS MAY VARY.THE CONTRACTOR SHALL PROVIDE ALL THE COMPLETION OF ALL BRACING ELEMENTS, !S THE RESPONSIBILITY OF THE CONTRACTOR. SHORE ALL 06.23.17 75% CD ISSUE FIELD MEASUREMENTS REQUIRED FOR PROPER FIT UP OF MEMBERS FRAMING TO AND AROUND EXISTING WALLS AND GRADE BEAMS DURING THE BACKFILLING AND COMPACTION PROCESS. 07.31.17 PERMIT ISSUE 7. STEEL MEMBERS SHALL NOT BE SPLICED EXCEPT WHERE SHOWN ON THE DRAWINGS. CONSTRUCTION. 8. THE GENERAL CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH THE CONSTRUCTION OF ADJACENT 8. ALL STEEL BEAMS SHALL BE ERECTED WITH NATURAL CAMBER UP. 3. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE ADEQUACY OF ALL SHORING(TEMPORARY STRUCTURES. NOTIFY THE ARCHITECT OF ANY CONFLICTING REQUIREMENTS PRIOR TO CONSTRUCTION. SUPPORTS)OF THE EXISTING STRUCTURE NECESSARY TO COMPLETE THE CONSTRUCTION AS OUTLINED IN 9. NON-COMPOSITE: THE BEAM-TO-BEAM AND BEAM-TO-COLUMN CONNECTIONS SHALL DEVELOP THE END THE STRUCTURAL DRAWINGS.PROVIDE SHORING,BRACES,JACKS,ETC.AS REQUIRED TO COMPLETE THE 9. SELECTION OF CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES AND/OR PROCEDURES,AS WELL REACTION OF THE CONNECTED BEAM. THE END REACTION OF THE CONNECTED BEAM CAN BE OBTAINED FROM WORK.ENGINEERING AND DESIGN OF THE TEMPORARY SUPPORTS SHALL BE PERFORMED BY A PROFESSIONAL AS SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK,ARE SOLELY THE CONTRACTOR'S THE LOAD CARRYING CAPACITY OF THE BEAM ON THE BASIS OF EQUIVALENT UNIFORM LOADS GIVEN IN PART 3 ENGINEER,ENGAGED BY THE CONTRACTOR,AND REGISTERED IN THE STATE OF THE PROJECT,WITH RIGHTS AND RESPONSIBILITIES.AS SUCH,ANY REQUIRED CONSTRUCTION ENGINEERING AND/OR DESIGN (FLEXURAL MEMBERS)OF THE AISC MANUAL. THE MINIMUM SHEAR CAPACITY OF THE 12 KIPS SHALL BE EXPERIENCE IN THE DESIGN OF THESE ELEMENTS. RESULTING FROM THESE SELECTIONS IS THE RESPONSIBILITY OF THE CONTRACTOR. PROVIDED FOR ALL BEAMS 8"TO 10"DEEP WITH 8 KIPS FOR BEAMS OF DEPTH LESS THAN 8". ANY REACTIONS GIVEN ON THE DRAWINGS SUPERSEDE THIS NOTE. CONNECTIONS SHALL BE DESIGNED AND DETAILED AS A. EXAMPLES OF THIS WORK INCLUDE, BUT ARE NOT LIMITED TO, ENGINEERING OF SHORING AND REQUIRED BY PART 9(DESIGN OF CONNECTING ELEMENTS)OF THE AISC MANUAL. NON COMPOSITE BEAMS SCAFFOLDING SYSTEMS; LOAD CHECKS AND STRUCTURAL MODIFICATIONS FOR STORAGE, STAGING, AND SHALL BE DEFINED AS THOSE REQUIRING NO SHEAR CONNECTORS(HEADED STUDS). COLD FORMED METAL FRAMING NOTES CONSTRUCTION EQUIPMENT LOADING; MEANS OF EGRESS FOR HEAVY EQUIPMENT; CRANE SELECTION, LOCATION,SUPPORT AND BRACING;TEMPORARY HOISTS,LIFTS AND PLATFORMS,ETC. B. THE CONTRACTOR SHALL ENSURE THAT APPROPRIATE ENGINEERING IS PERFORMED AND AS NECESSARY, 10. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY"STRUCTURAL WELDING CODE",D1.1. ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE E70XX,UNLESS NOTED OTHERWISE. 1. ALL STUDS AND/OR JOISTS AND ACCESSORIES SHALL BE OF THE TYPE,SIZE,GAUGE AND SPACING SHOWN ON SHALL ENGAGE OR CAUSE TO BE ENGAGED BY APPROPRIATE SUB CONTRACTORS, A LICENSED THE DRAWINGS AND CONFORM WITH THE PROPERTIES OF LIGHT GAGE MEMBERS AS INDICATED IN THE STEEL PROFESSIONAL ENGINEER TO PERFORM THE ENGINEERING, CONSULT ON FIELD MODIFICATIONS,SPECIFY 11. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. STUD MANUFACTURER'S ASSOCIATION-PRODUCT TECHNICAL INFORMATION(ICB0-4943P). APPROPRIATE LEVELS OF INSPECTION OF THE WORK,AND TO REVIEW INSPECTION REPORTS. C. CONSTRUCTION ENGINEERING FEES HAVE NOT BEEN INCLUDED IN THE BASE FEE TO THE 12. FULL AND PARTIAL PENETRATION WELDS PERFORMED IN THE FIELD SHALL BE ULTRASONICALLY TESTED. 2. ALL STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE OWNER/ARCHITECT. IF REQUESTED,THE EOR MAY CONSIDER PERFORMING CONSTRUCTION ENGINEERING DRAWING TITLE (AISI)"SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS"LATEST EDITION. SERVICES AS AN ADDITIONAL SERVICE PAID BY THE CONTRACTOR. 13. WHEN WELDS ARE NOT CALLED-OUT ON DRAWINGS,THEY ARE MINIMUM SIZE CONTINUOUS FILLET WELDS IN ACCORDANCE WITH AWS D1.1. 3. ALL FRAMING MEMBERS SHALL BE FORMED FROM CORROSION-RESISTANT STEEL(G90),CORRESPONDING TO 10. DIMENSIONS TO EXISTING OR ADJACENT CONSTRUCTION ARE BASED ON THE ORIGINAL CONSTRUCTION THE REQUIREMENTS OF ASTM A653,WITH A MINIMUM YIELD STRENGTH OF 33 KSI FOR 33m11(20 GA)AND 43 mit DOCUMENTS AND/OR APPROXIMATE FIELD MEASUREMENTS.THEY ARE TO BE USED FOR BID PURPOSES ONLY 14. THE STEEL FABRICATOR IS RESPONSIBLE FOR COORDINATION WITH THE MANUFACTURER OF STEEL JOISTS (18 GA)STUDS,50 KSI FOR 54 mil AND HEAVIER(16 GA, 14 GA,AND 12 GA)STUDS,AND 33 KSI FOR CR-STYLE AND NOT FOR SHOP DRAWING PREPARATION OR CONSTRUCTION.THE CONTRACTOR SHALL PROVIDE ALL FIELD AND JOIST GIRDERS. RUNNERS. MEASUREMENTS REQUIRED FOR PROPER FIT UP OF MEMBERS FRAMING TO AND AROUND EXISTING CONSTRUCTION. 15. TEMPORARY SUPPORTS,SUCH AS TEMPORARY GUYS,BRACES,FALSEWORK,CRIBBING OR OTHER ELEMENTS 4. FASTENING OF COMPONENTS SHALL BE WITH SELF-DRILLING SCREWS OR WELDING. SCREWS SHALL BE OF GENERAL REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED,FURNISHED,AND INSTALLED BY THE SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION. WIRE TYING OF COMPONENTS SHALL NOT 11. THE CONTRACTOR SHALL CONDUCT A PRE-CONSTRUCTION MEETING TO DISCUSS SUBGRADE PREPARATION, ERECTOR.THESE TEMPORARY SUPPORTS SHALL BE CAPABLE OF SECURING THE STEEL FRAMING,OR ANY BE PERMITTED. ALL WELDS SHALL BE TOUCHED UP WITH A ZINC-RICH PAINT. WIRE TYING OF COMPONENTS FOUNDATION CONSTRUCTION,WALL BACKFILL,VOID FORM SYSTEMS,CONCRETE FORMING AND TESTING AND N OTE PARTLY ASSEMBLED STEEL FRAMING,AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE SHALL NOT BE PERMITTED. INSPECTION REQUIREMENTS. REFER TO SPECIFICATIONS FOR REQUIREMENTS. S STRUCTURE WAS DESIGNED,RESULTING FROM WIND,SEISMIC FORCES AND ERECTION OPERATIONS. 5. TEMPORARY BRACING SHALL BE PROVIDED UNTIL ERECTION IS COMPLETED. 16. THE LIFTING AND ERECTION OF PRE-ASSEMBLED ELEMENTS SUCH AS TRUSSES OR PRE-FABRICATED FRAMING ARE CONSIDERED SPECIAL ERECTION CONDITIONS.THE SELECTION OF LIFT POINTS AND ERECTION 6. SPLICES IN STUDS SHALL NOT BE PERMITTED. TECHNIQUES ARE THE RESPONSIBILITY OF THE CONTRACTOR.LOCATE AND PROVIDE SUFFICIENT LIFT POINTS TO PREVENT OVERSTRESS AND/OR DISTORTION OF ANY COMPONENTS WITHIN THE ASSEMBLY.PROVIDE 7. PROVIDE AND INSTALL BRIDGING AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE ASSEMBLY IN TEMPORARY STRONG-BACKS,STIFFENERS AND/OR LIFTING DEVICES AS REQUIRED. CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. AT WALLS THAT DO NOT HAVE SHEATHING ON BOTH FACES, PROVIDE QUANTITY AND TYPE OF BRIDGING TO ADEQUATELY BRIDGE ALL STUDS PER THE SCALE: 17. THE CONTRACTOR SHALL COMPLY WITH OSHA REQUIREMENTS FOR STEEL ERECTION. MANUFACTURER'S RECOMMENDATIONS. PROJECT NUMBER: 51909 DAVID M. GOODSON, P.E. SHEET NUMBER PROFESSIONAL ENGINEER REGISTRATION#47229 RLG#1715.405 12001 N.CENTRAL EXPRESSWAY,SUITE 300 DALLAS,TEXAS 75243 S 0 • 1 214.739.8100 FAX 214.739.6354 STATEMENT OF SPECIAL INSPECTIONS FOR STRUCTURAL ELEMENTS INSTRUCTIONS - _ = =_ __ _ -= _ - RR CO) el 0 -:'nj---_-_7___-_-L- _-_-L -7'-----•-7---:::.-,iTif:_;-_-':-7: 103'-9 112" / ----=-:, _ -----f;'•-1-- --_-f_17.,f-ni.---..-7., ;=_-, 1 2'-51/4" I-11 3/4°- --- 3'-8 1/2" 30'-0" 30'-0" 1 35'-8" f ,-__ / \ / , f / / ,..7-_,- ,,,-.: ----- __ IF I I I ::--__•,,-,,tr''-'71 ,7,41POSZ4!--R -:'-';::::';' '':,4,';''i,'',i''''.-,1';, 1,SV;',',..:;',7•,-,.,-nl: 1 I I .. , „ . „..,.„. ..._. - - - - - 1 1 1 1 960.,A4,•,tlar:ici4 1 Ave. Alameda, CA 94501 510 865 8663 i mbharch.com I I I I 40" 'Is - \ z-n ` / - ' ':I-i--_-_4__-0_1i10.6/-Ad1:i1:!'L0.4•7-".4-0--'•-1. 4/111411.02..1.1.1AV .F.4..1.14"r l'arlirArasir-"IlviirArA-r - —' — : - - _ .„,„..,...,„,; 47 — ......AIIIIP1,., ,:41;01,41.0" ~41141FAIIIIAIMAIIIVAIIIMPIWINAMMIPIII .411111/4111111ranfair7, ,4_AMIUMWAIMPAINFAIWAIMIIAIMP;;111.501;141111110;11T111IF:1111;11MWAIMMINIMIPAIWANSIMINIIIIIF7>..p ra ,kvrs 38.7 0 ._ 1.1t"l'ADramramlioriorrAar421"42rWillir°711rAlr . ., , - , . , _ jug" Alr ' - Air Arisrer ArAWAllir -- Air '•P Axes,:AAres ,,,,,,,„ ,:,.,;--4Pr .2. - varzAr -„-_-:.-:-...),. .„.::,,-_-::-.. ,. 77 -47710rAtior 1 r.r .410r Ain/ ' .Ar .ArArir .401rAir Air Airr, . 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I 7 r11 II I I 1* I 1 .....4 3917 0...„..,..„,, I I 4"x4"x0'-3 5/8"LONG x54-MIL ANGLE W/ 4-#12 SMS TO BM AND I DRAWING TITLE 4-#12 SMS TO POST i . - -,-----7.72--,-7------1172:------, FOR BUILT-UP 54-M1L PL 6X8 EA SIDE OF ' \ 1 I BEAM, SEE 4/S7.1 ,41 ° • POSTPWS T"& 8 -#10 SCREWS TO I ,i :#10SCREWS1 ' • TO O , 1 \ i SECTIONS 1 . 12" BMS 1 \ I . . k I AND DETAILS. . , I ' i r ' 0 _,,,: I I ..' ,. * ,,,,'" ,.* '',... .., --ty. ,,-- ...4 _ I , •...s , r , • 4"x4"x0'-3 5/8"LONG x54-MIL STOREFRONT SECTIONsiicz.A=LEv:_o. 1 SCALE: AS NOTED ANGLE W/4-#12 SMS TO BM AND 4-#12 SMS TO POST PROJECT NUMBER: 51909 DAVID M. GOODSON, RE. SHEET NUMBER PROFESSIONAL ENGINEER REGISTRATION#47229 RLG#1715.405 12001 N.CENTRAL EXPRESSWAY,SUITE 300 SCALE: BEAM TO COLUMN CONNECTION 3/4"= V-0" 5 DALLAS,TEXAS 75243 S7 . 1 214.739.81W FAX 214.739.6354