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Plans (4) BU P2018 - 00277 U c U a) t U U a 0 a) tNI RECEIVED co 47) Q 4 (O.1 - OCT -3 2018 30 (71 CITY OF TIGARD ■ . • BUILDING DIVISION L . u x o m oma Q o a : Uva °' 3 I 'L7 CO X LO o pC Q N L CD CD CO cr L {6 N PROJECT ADDRESS: a) Licu cm ct ' o Washington Square �- 0 9455 S .W. Washington Square Road M Pi o Ca P SpaceA- 15 il< � � • 1- Tigard , Oregon 97223 " 0 co En 2 CODE SUMMARY GENERAL NOTES TENANT BUILDING DEPT. DRAWING INDEX rn MALL PLAN APPLICABLE CODES: 1. ALL CONSTRUCTION SHALL CONFORM TO ALL FEDERAL, STATE, STANCE TIGARD BUILDING DEPARTMENT COUNTY AND LOCAL BUILDING, ZONING AND ENERGY CODES, AND 193 AVENIDA LA PATH 13125 SW HALL BLVD ARCHITECTURAL , i -OREGON STRUCTURAL SPECIALTY CODE 2014 ALL SUCH CODES SHALL SUPERSEDE THESE DRAWINGS. SAN CLEMENTE, CA Vin4I NOTAPART S TIGARD, OR 9733 -OREGON ENERGY EFFICIENCY CODE 2014 ATTN: DEREK ROCHE (503} 639-4171 CS COVER SHEET I -OREGON MECHANICAL SPECIALTY CODE 2014 2. ALL PLUMBING AND ELECTRICAL WORK SHALL CONFORM TO (714) 309-7220 Viili NAM -OREGON ELECTRICAL SPECIALTY CODE 2014 ALL STATE AND LOCAL CODES AND SHALL BE INSPECTED AND derek@stance.com OR A-1 DEMOLITION FLOOR & CEILING PLAN -OREGON PLUMBING SPECIALTY CODE 2014 APPROVED AS REQUIRED. ATTN: MIKE VOEGTLIN t1NA mvoegtlin@stance.com 1 iiiiii1/26514 j PhSWARl 3. THE CONTRACTOR IS TO VERIFY ALL CONDITIONS AND Vi _ DIMENSIONS BEFORE STARTING CONSTRUCTION AND SHALL BE ARCHITECT TENANT COORDINATOR e . (MMIII!llININMrr(uI,1 RESPONSIBLE FOR SAME. RTA, INC. 4. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. P.O. BOX 1512 CHARLENE SIROKMAN rrrrrr_ r r ,; , ilL [ Hifi 1 i DIMENSIONS ON DRAWINGS ARE DRAWN TO FACES OF WALLS AND NEWPORT BEACH, CA 92659 MACERICH _ � .F�'"�'`' - PARTITIONS OR FINISHED FACE OF EXISTING WALLS UNLESS NOTED 11411 N TATUM BLVD �� (949) 650-9876 PHOENIX, AZ 85028 F. I - ` ,III DESCRIPTION OF PROJECT: OTHERWISE. ATTN: BOB THORNTON STANCE RETAIL CLOTHING STORE (602) 953-6377 w w SfgRi —15. PROVIDE CONTINUOUS FIRESTOP AT ALL CONCEALED SPACES IN rtainc7©yahoo.com Reiffl , 4-1 r IN EXITING RETAIL SPACE. DEMOLITION SCOPE > W 1 Q„ TO INTERIOR AREA. WALLS TO LIMIT DIMENSIONS OF CONCEALED SPACE TO 10'-0" 0 WWI- 7 El ) VERTICALLY. STRUCTURAL ENGINEER SIGNAGE CONTRACTOR v I USE GROUP: M-MERCHANTILE 6. THE CONTRACTOR SHALL REVIEW THE ENTIRE PROJECT AND WI -^- you ,�; .! . MCCOY & ASSOCIATES SO CAL SIGN & GRAPHICS rrr��rlat� •�--� SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ;tom _ " ' • % ,. :,,;,, ,,,," ,„_ I CONSTRUCTION TYPE: ll-B, SPRINKLERED ARCHITECT PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR 8435 EAST AMETHYST LANE 1 109 E. RAYMOND WAY SHALL ASSUME RESPONSIBILITY FOR FIELD CHANGES WHICH VARY TUCSON, AZ 85750 ANAHEIM, CA 92801 . rill FROM THE CONSTRUCTION DRAWINGS WHEN WRITTEN PERMISSION (714) 423--2636 (714) 875-- 1384 ,,,, ” - - 4 • ' r FROM THE ARCHITECT HAS NOT BEEN OBTAINED. ATTN: KEVIN MCCOY ATTN.: KEVIN MCCONNELL I = k�:1•ipt••� TOTAL SQUARE FOOTAGE: 1,898 S.F.' (PER LEASE) 7. CONTRACTOR TO PROVIDE ADEQUATE BRACING AND SUPPORT MECH., PLUMB. & ELECT. ENG. CONTRACTOR OCCUPANCY CALCULATION: TO INSURE THE STRUCTURAL INTEGRITY OF THE EXISTING CONSTRUCTION. CRO ENGINEERING GROUP, INC. VICINITY MAP SALES AREA: 18652 FLORIDA STREETli ski„,,, 1,213 SF. / 30 SF. PER PERSON = 40.4 8. PRIOR TO START OF CONSTRUCTION, THE OWNER AND SUITE 100 i44„„ ., � � ,, �G NON-SALES AREA: CONTRACTOR SHALL DECIDE ON AN ACCESS POINT TO THE SITE HUNTINGTON BEACH, CA 92648 c rrs °' BACKSTOCK: AND WHERE ON THE SITE TO STORE MATERIALS. THE CONTRACTOR �' (714) 847--7100 0 419 SE / 300 SF PER PERSON = 1.39 SHALL REPAIR ANY DAMAGE TO THE SITE DUE TO CONSTRUCTION. . Knoll Center. ATTN: CONRAD ORR v Wetlonds Pork, -1 EXIT HALL: µ crIs 266 SE / 300 SF. PER PERSON = .86 9 THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED OFFICE COPY •, TOTAL OCCUPANT LOAD 43 BY OR UNDER THE DIRECTION OF THE UNDERSIGNED AND TO THE Contractor Note for Drawing Usage o "p -0 s�, BEST OF THE UNDERSIGNED'S KNOWLEDGE, INFORMATION AND . CITY OF TIGARD a rtenlYOy�'Ot� �+ r'` ti �n ha�flyp EGRESS: BELIEF MEET THE REQUIREMENTS OF THE LOCAL JURISDICTION „ „ REVIEWED FOR CODE COMPLIANCE o • Z, ENERGY CONSERVATION CODE. PERMIT SET OF DRAWINGS: USE FOR INSPECTIONS. TOTAL MEANS OF EGRESS = 2 (ACCESSIBLE) Approved: ] C ks.l 10 t11 I lc MINIMUM EGRESS DOOR WIDTH = 36" OTC: i J ttto 10. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER "BID SET" OF DRAWINGS: BID THE PROJECT FROM Qcra PCrmit #: ti �nl SZ-C���2l7 i 9455 SW L AND PROTECTED FROM DAMAGE BY WEATHER AND/OR THIS SET. r Address: Washington 4 FIRE RATINGS: CONSTRUCTION. -ii's` l'�"` �G ''r .�' ELEMENT WALL RATING CONSTRUCTION SET" OF DRAWINGS: BUILD THE PROJECT FROM suite #: s . , _ s�� +�_ 11. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO THIS SET By; Date: jo_ y, j i ROBERT A.THORNTON 6127 "v, DEMISING WALL 1 HR. - BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF itNEWPORT BEACH,CA * _,� SALES/STOCK WALL - THE MUNICIPALITY IN WHICH THE PROJECT IS LOCATED. ALL WOOD USED IN THIS PROJECT TO BE FIRE TREATED LUMBER. ALL - - CEILING PLYWOOD TO BE SUPPLIED FROM FSC CERTIFIED FORESTER. '�R °' (0)- 12. IF DURING THE COURSE OF CONSTRUCTION A SITUATION IS ENCOUNTERED WHICH COULD NOT BE DETERMINED PRIOR TO F slew ad Park CONSTRUCTION START THEN THE CONTRACTOR SHALL NOTIFY THE DEFERRED SUBMITTALS & SPECIAL INSPECTIONS: � Y d T' � '��® SHEET FIRE PROTECTION: Approved by Pl nning ' 1 sW 1f4f,w) LQUARCHITECT FOR AN INSPECTION AND CHANGE IN CONSTRUCTION l o,3_f n�� SPRINKLERED = YES - DETERMINATION. FIRE SPRINKLER SYSTEMS (DEFERRED SUBMITTAL) Date: CS FIRE EXTINGUISHERS - YES SC �� '' u,,�,,,z �� ,, ,,,,i, , EXTERIOR SIGNAGE (DEFERRED SUBMITTAL) Initials: ,r. bks MAX. FIRE EXTINGUISHER TRAVEL = 75' FIRE ALARM (DEFERRED SUBMITTAL) OF ® 2016 THIS DOCUMENT IS AN NOT INSTRUMENT OF SERVICE AND THE PROPERTY OF ROBERT THORNTON ARCHITECTS, INC. AND MAY T BE DUPLICATED, DISPLAYED, OR REPRODUCED WITHOUT TIE WRITTEN CONSENT OF ROBERT TH[RNTON ARCHITECTS, INC. , VRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALED DD ISIOIS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF RTA, INC. PRIOR TO THE ANT OF ANY WORK. ] , I�� I . cr, .____.1 C (---- El -' v U 1 2 U N 11 m L IN `n Q) ZN° C 11 _ � N 'fCT U X C - X • I I11 0 C — 0 oa - - - 1 1 ` _ (---- 1 © II1 , _1 ,2 " � 3 1•1 .. -. II © 1I Co 7 16'-10 1/2" I / , L T ,,, li --1- i 3 T / / Jr 0 DEMOLITION FLOOR PLAN I Scale: " I -a LO O r i Q � U � 11 C'7 � ua1g- ,1 , I I I mil•I a I° (OO)U � �10 1 , 6 6 3341111‹ m j_7 1 I ! El II Fl 1 II 1 1linimmJc- --1, -A- A-r- 1 -71— 1 --- ----k r --1,--- ====. U) CO CU LO X isl -ill):K I r I 11 N IIEI �- Ell Lo 4�1 ii i ii i ii I d rn ii II i ii 1 �I I i i X _--r J X4;1 II - I mini r )st r irt 1 m , 11 a > � i� A - — �, i iI iI i .Thli �rI I Q - - (---------_, . _ , , / -1- — ]- 4 IL \I 1 / --, iII II I i t � __ II12 C z C C C — I i II i II I II i i Z LLJ 1- -T I I ill—, _IL_ 1 u __L_ I___. __ I I 0 U 7 KEYED NOTES � LSI ~ 06 11 I ' I 5 19 I 8 DEMOLITION CEILING PLANEt 2 I O 0 0 SAWCUT SLAB FOR POWER/DATA LINES TO e ` Scale: 1/4"=l'-O" I I 0 POS, SEE DETAIL 10/D- 1. THE POS TABLE GENERAL NOTES: I 20 IS SHOWN FOR REFERENCE. THE POWER IS -CONFIRM ALL SLAB WORK, PENETRATIONS, TO ROUTE UP THROUGH THE TABLES LEG. CORE DRILLING OR TRENCHING WITH CENTER 1 0 LL VERIFY EXACT LOCATION IN FIELD. OPERATIONS DIRECTOR. FOLLOW LANDLORD I PROCEDURE REGARDING STEGO VAPOR © REMOVE TILE FLOORING AND PREPARE BARRIER ON THE BACKFILL. EXPOSED SLAB PER FL- 1 ON SHEET A-0.2 5. SITE INVESTIGATION CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE FULL EXTENT OF THE DEMOLITION WORK AND ANY 3 EXISTING FLOORING TO REMAIN. OTHER MATTERS THAT IN ANY WAY AFFECT THE WORK. FAILURE OF CONTRACTOR TO ACQUAINT HIMSELF WITH ALL AVAILABLE INFORMATION CONCERNING CONDITIONS WILL NOT RELIEVE HIM FROM RESPONSIBILITY DEMOLITION NOTES: DEMOLITION SPECIFICATIONS: FOR ESTIMATING THE DIFFICULTY OR THE COST OF THE WORK. 6. DISCONNETION OF SERVICES 4 T--BAR AND CEILING TILES TO REMAIN I. ALL DOORS, WALLS, FIXTURES, ETC. SHOWN IN DASHED LINES ARE TO BE REMOVEDAND DISPOSED OF 1. SCOPE OF WORK A. EXISTING SERVICES THAT WILL BE DISRUPTED BY CONSTRUCTION WORK SHALL BE RE-ROUTED AS w U UNLESS OTHERWISE NOTED. THIS PORTION OF THE WORK INCLUDES ALL LABOR, MATERIALS AND SERVICES NECESSARY FOR AND NECESSARY TO PROVIDE TEMPORARY CONTINUATION OF SERVICE. a 2. ANY DAMAGE THAT MAY OCCUR DURING DEMOLITION AND/OR CONSTRUCTION DUE TO THE REASONABLY INCIDENTAL TO COMPLETE ALL DISMANTLING, DEMOLITION, AND SALVAGE AS SHOWN AND B. DISCONNECTED SERVICES SHALL BE PLUGGED AND SEALED IN AN APPROVED MANNER. '61 5 GYP. BRD. CEILING TILES TO REMAIN CONTRACTORS FAULT SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND MUST BE RESTORED TO NOTED ON THE DRAWINGS AND SPECIFIED HEREIN. IN GENERAL THE ITEMS TO BE PERFORMED UNDER C. SPRINKLER SHUT-DOWN SHALL BE COORDINATED WITH THE BUILDING MANAGMENT AND TENANTS PRIOR -"""' ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. THIS SECTION SHALL INCLUDE, BUT ARE NOT LIMITED TO: REMOVAL OF ALL EXISTING ACOUSTICS AND TO EXECUTION OF WORK. 3. NOTIFY THE ARCHITECTAT ONCE OF ANY UNFORESEEN HAZARD OF ANY KIND BEFORE DEMOLITION IS GYPSUM WALL BOARD, CEILING AND FRAMES, LIGHT FIXTURES, FLOORING, BOORS AND WALLS, FURRED 7. ABANDONED ELECTRITAL WIRING 0 6 EXISTING TRACK LIGHTS TO BE REMOVED COMPLETE. OUT COLUMN ENCLOSURES, AND EXTERIOR CONSTRUCTION AS SPECIFIED ON THE DRAWINGS. 4. NO ALTERATION TO STRUCTURAL MEMBERS IS ALLOWED U.O.N. 2. CODES AND STANDARDS CONDUITS AND OTHER UTILITIES ENCOUNTERED IN THE PROGRESS OF THE DEMOLITION THAT ARE TO BE ao 7 EXISTING CABINET AND FIXTURES TO BE 5. COORDINATE WITH THE OWNER OR HIS/HER REPRESENTA771/E PERTAINING TO ANY DEMOLITION ABANDONED SHALL RE DISCONNECTED AND THE ENDS PLUGGED IN AN APPROVED MANNER. AIDS REQUIREMENT AND PROVISION AS REQUIRED. DEMOLITION WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPLICABLE SAFETY REQUIREMENTS REMOVED, TYP. 6. MAINTAIN ALL FIRE SEPARATIONS BETWEEN SPACES AS REQUIRED BY ANY CODE OR REGULATION, ABANDONED UTILITIES INTERFERING WITH WORK UNDER THIS CONTRACT SHALL BE REMOVED ONLY TO THE 0 OF THE LANDLORD, CITY AND STATE OF THE PROJECT, THE ASSOCIATED GENERAL CONTRACTOR'S MANUAL4 02 DURING DEMOLITION WORK. OF ACCIDENT PREVENTION IN CONSTRUCTION, LATEST EDITION, AND THE EXPLICABLE REQUIREMENTS OF EXTENT THAT THEY INTERFERE WITH NEW CONSTRUCTION. A \Q, 8 EXISTING 2X2 T-BAR AND CEILING TILES TO 7. IMMEDIATELY UPON COMPLETION OF DEMOLITION, ALL CONDITIONS AND DIMENSIONS ARE TO RECHECKED THE GOVERNING CODE, AND O.S.H.A. 8. DEMOLITION a BE REMOVED IN THIS AREA ONLY, SEE FOR VARIANCES. REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ARCHITECT.8. G.C. MUST INVESTIGATE THE SITE PRIOR TO SUBMISSION OF HIS/HER BID TO ANTICIPATE ANY 3. PERMITS AND LICENSES OPERATIONAL PROCEDURES SHALL BE OPTIONAL WITH CONTRACTOR INSOFAR THAT PROCEDURES DO NOT • PROPOSED RCP SHEET A-4 FOR NEW DEVIATION WHICH MAY NOT BE SHOWN ON THIS PLAN OR ANY OTHER DRAWINGS IN THIS CONSTRUCTION THE GENERAL CONTRACTOR SHALL PROCURE ALL CITY, AND STATE PERMITS AND LICENSES, AND PAY ALL INFRINGE ON THE APPROVED WORK SCHEDULE OR SALVAGE REQUIREMENTS. WHERE SALVAGING IS DOCUMENTS. CHARGES AND FEES FOR THE SAME, UNLESS OTHERWISE SPECIFIED BY OWNER. THE PLANS SHALL BE REQUIRED, PROCEDURES SHALL BE SUCH THAT THE MAXIMUM AMOUNT OF SALVAGE WILL RESULT. SCOPE B. NO COMBUSTIBLE MATERIALS ARE ALLOWED ABOVE THE FINISHED CEILING. FILED WI LOCAL BLDG. DEPT. BY THE OWNER. MATERIALS AND EQUIPMENT TO BE SALVAGED. IF ANY, ARE LISTED BELOW. . 10. CONSTRUCTION SITE IS TO BE SEALED TIGHTLY. CONSTRUCTION BARRICADES SHALL BE AS PER THE 4. ORDINANCES AND PROTECTION 9. DISPOSITION OF MATERIALS, EQUIPMENT AND DEBRIS T91 EXISTING BUG EYE EMERGENCY LIGHT A. MATERIALS AND EQUIPMENT TO BE SALVAGED: OWNER'S REQUIREMENTS,OSCOPE NEW WORKD. A. CONTRACTOR SHALL CONFORM TO ALL FEDERAL STATE AND LOCAL ORDINANCES AND LANDLORD MATERIAL AND EQUIPMENT TO BE SALVAGED ARE LISTED ON THE DEMOLITION PLANS. CONTRACTOR SHALL ,cy c6 FIXTURE TO BE RELOCATED, SEE PROPOSED 11. REFER TO SCOPE OF WORK IN ELECTRICAL DRAWINGS FOR ELECTRICAL FIXTURES, LINES. ETC., ,. ENCOUNTERED DURING DEMOLITION. ANY ABANDONED AND/OR NOT USED EQUIPMENT, FIXTURES, WIRING, REQUIREMENTS REFERRING TO THE PROTECTION OF THE PUBLIC AND CONTRACTORS PERSONNEL AND CONSULT WITH TENANT AND REVIEW THE DRAWINGS TO DETERMINE THE ITEMS TO BE SALVAGED. ALL !TENS /ROBERT A.THORNTON RCP SHEET A-4 FOR NEW LOCATION PROVIDE PROTECTION FOR PERSONS AND ADJACENT OCCUPANCIES THROUGHOUT THE PROGRESS OF THE NOTED FOR SALVAGE SHALL BE REMOVED AS CAREFULLY AS POSSIBLE SO THAT MINIMUM AMOUNT OF AT ETC., SHALL BE REMOVED FROM THE JOB SITE, 12. REFER TO SCOPE OF NEW WORK IN MECHANICAL DRAWINGS FOR ANY EQUIPMENT, DUCTWORK WORK. RECONDITIONING WILL BE REQUIRED FOR REUSING THE ITEMS. RECONDITIONING AND INSTALLING OF SUCH it NEWPORT BEACH,CA 4. 1 RECESSED CAN LIGHTS TO BE REMOVED REGISTERS, ETC., ENCOUNTERED DURING DEMOLITION. ANY ABANDONED AND/OR NOT USED EQUIPMENT, B. THE LIMIT OF THE WORK IS INDICATED ON THE DRAWINGS, UNLESS OTHERWISE NOTED CONTRACTOR ITEMS ARE SPECIFIED IN THE DRAWINGS AND APPLICABLE SECTIONS OF THESE SPECIFICATIONS. ANY SUCH FIXTURES, DUCTWORK, REGISTERS, ETC., SHALL BE REMOVED FROM THE JOS SITE, SHALL CONFINE HIS OPERATIONS WITHIN THE LIMITS OF THE WORK AS INDICATED. ITEMS SHALL BE PACKAGED AND PROPERLY STORED AND PROTECTED UNTIL TIME FOR THEIR USE. 497 $ FITI REMOVE CROWN MOLDING THROUGH-OUT 13. G.C. SHALL RELOCATE ANY EXISTING SERVICE LINES SUCH AS SPRINKLER MAIN, DOMESTIC WATER, C. DEMOLITION WORK SHALL PROCEED IN SUCH A MANNER AS TO MINIMIZE THE SPREAD OF DUST AND B. MATERIALS AND EQUIPMENT NOT TO BE SALVAGED: 4' OF O SEWER LINE, GAS LIME ETC., IF REQUIRED TO ACCOMMODATE THE NEW WORK ANY SUCH WORK MUST BE FLYING PARTICLES AND TO PROVIDE SAFE WORKING CONDITIONS. ALL MATERIALS AND EQUIPMENT NOT SCHEDULES TO BE SALVAGED INCLUDING DEBRIS, SHALL BECOME THE STORE (TYP) COORDINATED WITH THE OWNER. D. FIRES, EXPLOSIVES, AND OPEN FLAMES WILL NOT BE PERMITTED, UNLESS PERMITTED BY THE CITY. PROPERTY OF CONTRACTOR AND SHALL BE DISPOSED OF OUTSIDE THE LIMITS OF THE PROPERTY IN A E. ANY AND ALL EXISTING CONDITIONS, ADJACENT' TENANT PROPERTIES, ISAAC AND UTILITY LINES, AND LEGAL MANNER. LOCATION OF DUMP AND LENGTH OF HAUL SHALL ME CONTRACTOR'S RESPONSIBILITY 14, ANY UNNOTED EXISTING CONDITIONS WHICH MAY CONFLICT WITH THE PROPOSED NEW WORK AND MAY 12 EXISTING SIGNAGE BOX TO BE REMOVED, REQUIRE MODIFICATION, RELOCATION AND OR REMOVAL SHALL BE IDENTIFIED AND REPORTED TO THE OTHER ITEMS NOT SPECIFIED ON THE DRAWINGS, ETC., DAMAGED BY THE CONTRACTOR IN THE EXECUTION 10. CLEAN UP SHEET ARCHITECT AT ONCE. OF THIS CONTRACT SHALL BE RESTORED TO FORMER CONDITION BY CONTRACTOR TO THE SATISFACTION PATCH/REPAIR EXISTING SURFACE AS 15. ANY MODIFICATION TO EXISTING SPRINKLER SYSTEM MUST BE APPROVED BY LOCAL FIRE MARSHALL OF THE OWNER AT NO CHANGE IN THE CONTRACT PRICE. SALES OF SALVAGED MATERIALS SHALL NOT BE CONDUCTED AT THE UPON COMPLETION OF ALL DEMOLITION F. ALL REQUIRED TO MATCH EXISTING. AND COORDINATED WITH OWNER'S REPRESENTATIVE. CONTRACTOR SHALMS L TAKE ALL NECESSARY PRECAUTIONS TED AS EXISTING TO REMAIN SHALL BE PRESERVE THE EXISTING TO REMAIN ITEMS. THE OM ANY DAMAGES. KCONTRACTOR SHALL LEAVE THE PROPERTY, THE ADJACENT TENANT SPACTOR SHALL PROMPTLY DISPOSE OF ALL DEBRIS RESULTING CES AND THOM EnBUILD NON G OPERATIONS,. NOAS A. 1 G. DEMOLITION WORK SHALL NOT COMMENCE UNTIL TEMPORARY WORK SUCH AS FENCES AND BARRICADES CLEAN CONDITION, SATISFACTORY TO LOCAL AUTHORITIES AND THE ARCHITECT. THE CONTRACTOR SHALL AND ANY REQUIRED WARNING LIGHTS AND APPARATUS ARE FURNISHED AND INSTALLED. REPAIR ANY ADJACENT TENANT WALL, FLOORING, ETC. TO THE SATISFACTION OF INVOLVED PARTIES OF DAMAGED BY THE DEMOLITION PROCFSS. 0 2016 THIS DOCUMENT IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF ROBERT THORNTON ARCHITECTS, INC AND MAY NOT BE DUPLICATED, DISPLAYED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF ROBERT THORNTON ARCHITECTS, INC. IWRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE .JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF RTA, INC PRIOR TO THE COMMENCEMENT OF ANY WORK.