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16045 SW Upper Boones Ferry Road SW UPPER BOONES 16045 1 OF 3 BUP97-0350 lrr \. 1 \ \ , , y (-, . r I 1, —_____ — -_. , --F- ... --r- --.* 4- r ,..„4„ + --, z,- -- ] , 1 V ` C N .\, / / . . _,_\_, <JL _ , JL _, 7-- , 0 NOTE: 1 , • FEILD VERIFY EXISTING CONDITIONS. I STORAGE llml ( 0 II mirror ....var.• 0 I / I I-4U1"iAN 1 \, \0 i RECOURCES c-3-) I ill IH I{ .'. / UP 6 re I 8 /0.110/41.1 //, 41:I!, 1iII I' )44 IN : 1 0 ® Lh y 1% !.I 4 a o0 —�- •, En IIS I - i I i ACCOUNTING _ f Tu2 3 J .) / ii\ !, - I , - --- ., , _ rF- - C li �I )‘ i . li E ------- 9 -� ---- -= - .— _--- -1 / nil r 1 �I I � 1 �. ... J _-.--_h_- ��- - ...ter I 11 II 1 r.a 1. s t o n a r c h i t a c t s TENANT IMPROVEMENT FOR: Oust m di . NORTHWEST LANDSCAPE INDUSTRIES a_ rI 0 16045 SW UPPER BOONES FERRY ROAD �� ' TIGARD OREGON A D -1 ' w e) 16210 NW GREE?SRER PARKWAY Q) �() v.. 16031 6� 0312 JOb N 9 I 0 2 5 Date: 7 A U G U S 97 Fie: f1 ) — i _...�D (0 , �u� »o �EnvtaroN OD v�ooe lao�le»oaiz �Q. < < T c IF THIS DOCUMENT IS LESS r11 I iI � I ' I 11111 III I I I ' I IIII � I I III III I � l � i fl 111 ( T�T� /11 rl 111 ilf ill Ili I I II ! III III 11 1 I T 1 1 T T TAT T T 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I 1 I I I 1 l { I ( I I I1 1 1 1 1 1 1 1 1 1 IIl 1 I 11 LEGIBLE THAN THIS NOTATION , 1 ' J ! i �I 1 l Q l IT IS DUE TO THE QUALITY OF --- — — --- - —_ __ -- -- 6 __- _ __ _ 8 R_ 0 111 1 2 THE ORIGINAL DOCUMENT . �— _ "*.r.r.:77 1909(/iSf ca?c) /997 E 6Z 8Z Lti 9Z Z i___ Z EL ti "11 Z OZ ' 61 9T Li 9T 41 It Et Zt TIT i 6 9 4 t S ZI T osiiR11111111111111111111111111111 IlliIIII IIII IIII IIII 111111111 illi IIIIIIi( IIIIIIII IIIIIIII 111111111 I IIII IIII IIII IIII 111111111 1111 1111 1111(1111 1111(1111 1111(111111111 1111111111111111111► 1111 1111 ►III(1111IL 1111(1111 11111111 lll1i1ll1 111llll11 ll1llll1I I ��►11 11) ►1►11�J11 ..............._....... ....." riaim . i3 ,i §* I.••••••••••••••••••• 'p o • § i •••• I PROJECT TEAM DRAWING INDEX .-. Tl NENT IMPROVEMENT .•....., s OWNER ARCHITECTURAL it) NORTHWEST I ANUSCAPE INDUSTRIES $$ • I NoRTHwEsT LANDSCAPE INDUSTRIES . 16075 SW UPPER BOUNE_S FERRY RD JT1 TITLE SHEET/COUP: DIA(;F?At•� < s 1!GARD, OREGON 97224- 7733 SP1 SPECIFICATIONS 1 ; i � SP2 SPECIFICATIONS16045 UPPER BOONES FERRY RO A ARCHITECT SP3 SPECIFICATIONS 4 Si SITE PLAN/NT/41'r; 1iC /\IRE) OREGON RALSTON ARCHITECTS z 1` 5220 NW GREENBRIAR PKWY STE 340 U1 DEMOLITION FLOOR/CEILING PLAN I 5 BLAVERTON, OREGON 9/006 Al FLOOR PLAN/WALL TYPES —II , ,I A? REFLECTED CEILING PLAN/ENL PLAN A3 INTERIOR ELEVATIONS ., GENERAL CONTRACTOR ti) BAUGH CONSTRUCTION A4 EXTERIOR ELEVATIONS UJ 15500 SW JAY STREET AS ARCHITECTURAL DETAILS 1 04 L_) , BEAVER TON, OREGON 97006 Film" Q A6 SCHEDULE S/CASE WORK ELEVATIONS (1) 0 d 4111111111111 a U.II UZ L'42 4‘40 RI w 0 La 03 / /..,„„. J !i Ll 0..% `/ / , ,,/: ri z „_j a_ - W s i tTY OF TIGARD ...(:...\., 3 1I q roved..... ... ....:red.. .. ..... .... .. ...[ I c7 1 Gonditioc�ally APPro r;bcdin:Foronlythe v� �a�s dz=c D M` LO�ERM1Tt�1C�� - �`�� --- FC) 0 N.. O Sf� utter to: ....... -, .lob Ac:d{ --�C 'a��3Q'7 !r: c�` ` '<� ��,. . 2 o * '1K~i ' i PROJECT STATISTICS I A ' X il • 1;. -- a 'ac . 1 S -.4.-4 - RD •,-- . .''s �`�'" TYPE: V_N rn CTI •- 2 NAL SHAKESPEARE E RO I t �.r _0 >- R r. Slw 51l SIN , �, f •. ...> ' •.r. .. ' 9 . , )„,i, � � � r '` SQUARE FT: 5,100 SF _ r \ ` \,j . _. __ \ ; r _ I • 1 14, ,!.. cs.,.. lt? ..... li 0, . i.1, L I 12Sii ? h `/IJ• G g t N 7 1 . I� I . • , .�... • •�• • ��. • 4r• ♦ Miw•� • 1 46" • i ' .. _►. • .•A,r • �„• .. .�� • ,41_,.: __ .�.� .*'b • 6.-i II .. f_ r 4111 rup \ Lf. f 4 `31�L.G • w: C k 1 0 I I 240 ® ® ® 1 , s. 'tS • - , SMC A • OM OFFICE COMP. yy°►' tifg R...►.. ` T Lw �+Aaal ,.�.,�•,� °C OCCUPANCY I o . o o • ! MICE sroa�>>�c ! 111' ' 1f JAVI t .1 3s f 205 ' �" MIMI M:�� ,� 1zz: 1 OFF ICE 1/100 23 . , . r ( l _� ( -• �. . . u.� •erame. / """' , • CONFERENCE 1 15 28 (9< �AICE EX cn I ?rl _ -- `, ` , 4 I I. t/a ` �.+ -�.�✓ % I I STORAGE v 1/300 1 1 O O� re COPY ! f ^-1 4)) - 01 —�-� �, wood, NMI I 2 1 180 ACCESSORY N/A I I` I 1 1 1 , .. .._ • - _ 1 N 1 -".:140 4, fir - : .1' ii. . .. 1 0 . . . . / TOTAL 52 , cz, ' !a I [I a i . �* 4 . i 1 F r;:p• . - i;.,• .i..., 4,/-t • _ f lAA " rji v is ' m . • �.‘ • �.� • .�� • —, • .� • .•..r.... • ..../ ��, () lr'- j _ ..ci t' , •.)e. sit a ;;7- 41 .r 7 .�, ' OPF1+G>>E [-()-'11:—Wc-L-1----‘------"14 ..JUL.Y 9 :7 i s .....xi 1, % )107'..'-‘ r- ' , , . * � .� ..___- ...� r , ' �� ,: ;:: R ll lFlo 7025 : is. . .-1q,. T rL�w hour m t:s ' I , + • :: •:�� ANN �JAR& V5 i � J ti 7LE SHE E T� . 1 i • *‘t, �� ' oc / _ � �I I �� • ada . s; k • [6:1 sl, 4 • 1,..- 1.• a tCO � � .,.:.i. t JBo4.• 1 cola ' isdip ,- I �•, ` I era A` w I ) t � l �j• ,'c'� ,a *. f . / - ' AA 4I . 4- 1 e,<VID 44 tk,. Ai .7, is . - en . MI . � _. ;ailig 1 : • , , .. _ .• L. ION.! ; ,t Deli ..>,), ‘1.t>(,5 QF 0 - IMO( Ni .ibili- ICINITY P AN 4:) HYDRANT LICATION/COVERAGE -...--(2) ® QPE DIAGRAM _ "' ...................................................................G0 Mut RC1 an ,' UP97-0350 NORnr NORTH 21Of SW Upper Duones ^— –+- 20( 13 [ Jr*, 97o 7 5 1 1 1 1 1 1 1 I I � I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l l l I I I I I I I I I I I I I I l l IF THIS DOCUMENT Is LASS I ll I IIII I I III I I I I I III I I�IjI I I I III 1 All 1 11!1 I I �I I I I}I I I II 11111 I IIIl11I III I I� I I F Ill I 111 1 1 111 I,)ll I I I IFI IIII F I I III IIiI r LI.G I RLF THAN THIS NOTATION, I 111 j Jl 41 I L II 7I 1_ I ibl 11 1 1T IS DUP. TO THF QUALITY OF — J •• /997 TNR ORIGINAL. DOCUMENT, - -- t441.so �� us ( �a �0 S �L RIL LI t 9�L 9 g i t L I S 6�6 I i�L O)Z 61 I R i L T I I 1 4 i I �T I RT�T I T T I T 8 L ! l9 I If I �S 1 rL (1i'wise ✓✓ 11111111111111 IIII 11111111111111111111111111111111111I1111 IIII IIII IIIIIIIII IIII 11-1 IIIIIIIII IIIIII1111111111111 IIIII1I1I IIII IIII IIII IIII IIII IIII IIII IIII IID 11 IIII I►II IIII IIII IIIIIIIIIiIIIIIIIII InIIInI LI IInIIIII Ull I IIIA Inllnn 1 11 1111111111IIIII r SPECIFICATIONS 01 cy tl � o. O P14CIFICATIQN 1 02 CONSTRUCTION AIDS V 5 c s $ E Protection During Selective Demolition 1 02 PORTLAND CEMENT CONCRETE PAVING IVI$ION 1 - A Scaffolding and Platforms 1 Protect adjacent materials, fixtures, distributions lines, and equipment 3 Test Procedures GENERAL REQUIREMENTS g �.. I Provide maintain and remove upon completion of the work all to remain, from damage during selective demolition work A Codes and Standards a All cylinders in set shall be marked with aa on one end SECTION 01010 • SUMMARY OF WORK temporary scare ding staging rigyuig and shonng 2 Protect existing streets, walks, curbs, paving, utilities, P .d 1 All work shall comply with Oregon State Highway Department (OSHD) The Conhactor shah record this number numbern his record of 2 Temporary conch action shall comply with local and state laws and landscaping standard specification for curbs, sidewalks, and other concrete concrete placed The hist, second and fourth cylinder shall ed , 1.01 WORK COVERED BY CONTRACT Dt.`CL'MENTS regulations 3 Protect persons passing through and around demolition areas paving cured to the testing laboratory The third cylinder shall be cured 1 3 temporary constru:tion shall comply with OR OSHA Standards 2 All work shall comply with the City of Tigard standard specifications al U+e Job site under held conditions The testing laboratory shall A Protect Description where required ► Salvage and Disposal for curbs, sidewalks, ramps, and other concrete paving submit reports of ail tests conducted to the Architect, Contractor. U 1 Interior remodel of existing 5,100 s 1 building with rrnnoi modifications 1 Salvage for Use by Owner 3 All work shall comply with ApAAG requirements for accessibility and Owrier immediately upon completion of such tests to texistingshell and repaving of existing 1 03 Banners and Enclosures a Salvage existing materia! and equipment as indicated on b the cylinder from each set shall be tested at seven (7) days and a. se p ng parking area with ADA Drawings upgrades 8 Paving Materials the second and third cylinders at 28 days in accordance with > a 2 Occupancy H A Harper; b Deliver salvaged items to Owner's Representative 1 Concrete Shall oe ready mixed conforming the ASTM C 94 AS iM C39-t3fi ss 3 Construction V N 1 Provide, maintain and remove upon completion of the work 2 Salvage for Installation by Contractor on This Projectc The fourth cylinder from each set shall kept until the 28 day0 < 0 Alternate 2, and shall have a minimum compressive strength of 3000s 0 Y a 4 Architect is not responsible for integrity of existing structure, condition barricades, protective structure: or devices to protea the solely of a Salvage existing material and equipment as indicated on psi at 28 days test report on the second and third cylinders in the same set has O of roof or disposal of hazardous matenals including but not limited to workmen, pedestrians and property Drawings 2 Aggregates ASTM C33, 1 ;f2 inch maximum size been received by the Architect If this report is satisfactory, • C < Z b Store salvaged items si luled for reinstallation, protect stored 3 Slump 2 to 4 inches n asbestos Architect is responsible for interior Tenant modification and remove and dispose or the fourth cylinder In the event the a O minor modifications to the building exterior and site 9 Enclosures items from damaged //�� ar 4 Expansion & Joint Material 3/8 inch asphalt sah.,afed t�ertx�ard, second and third cylinder tests are below the required strength, 04 1 Provide temporary protection or enclosures to protect the area of work 3 Disposal of Demolished Materials and Equipment ASTM 0 1751 the Contractor's laboratory shall therm test the fourth cylinder at co > B Contractor Responsibilities from inclement weather a Do not store, sell, ui burn demolished or salvaged rnatenais on 5 Curing Compound ASTM C309, Type `6 days y '�"• w 4 2. Class 8 while pigmented all d !rn the event the compressive sskve strength of the fourth cylinders, 1� lad °D 1 ThE Contractor shall provide all labor matenals, equipment tools and 2 Contractor shall be responsible for damage to existing facilities site resin type, suitable for spray application temporary facilitiesshl required to properly execute and complete the caused by the Contractor's negligence, and shallb Tra ►sport debris to an approved and licensed land fill area when tested are below the specifiedinminimum the Architect 3 pay all costsmay require test cores of the hardened structure to be taken to .... p work in this contract He shall fully inform the Subcontractors and incurred by such damage C Finish 7 Sub-subcontractors of their responsibilities and coordinate the work of SECTION 02100 SITE PREPARATION 1 Curbs and Walks Medium broom or as shown on drawings the Contractor's testing latx�ratoryin accordance with ASTM Q o the same t 04 SECURlTI 2 Control Joints 5 feet on center or as shown on drawings C42 68, at the Contractor's expense If succi t sts Inde to that re W jh� iters �`'. . . � ` ;V 1 SITE CLEARING 3 Ramps Full tactile surfacing comply with ADA 4 29 �peumen is Blow th re uireQ stn th the onc►gte `ry Verification A Protection of Work and Property ►�queshon S'�afl b remw and replaced_N!+thout cost to the 1 �. - _- as 1 1 he Contractor shall verify and confirm all dunenskons and conditions 1 Security of the area of work, malenats and equipment is the A Protection 1 03 PAVEMENT MARKING Qwnei. Any other work damaged a result of this concrete C shown or impl►ed on the Drawings and Specifications as well as the responsibility of the Contractor 1 Protect trees vegetation, shrubs and site features not designated for removal shall be replaced with, new material to (he satisfaction of physical condition of the site Notify Architect of discrepancies prior to 2 Coordinate security with the Owner's securityA Environmental Requirements the Architect and at no additionalth cost to Owner Where core s� provider removal cylinders have been taken by the testing laboratory and the v Stan of Work 1 Do not apply marking 1 OS TEMPORARY CONTROLS B Site clearing and grubbing g paint when wind velocity exceeds 15 mph concrete proofs are satisfactory, the cut out sections shall be 2 Do not apply marking paint when pavement temperature is less than 40 restored to their original condition in a manner satisfactory to the Permits 1 Clear and grub building and paved areas only, removing only that degrees F, and air temperature is less than 45 degrees F 1 The Contractor shall obtain and pay for all permits, unless arranged A Construction Cleaning vegetation necessary to execute the project as indicated by the Architect and at no additional cost to Owner �.�/ and stated otherwise 1 Construction area shall be kept well ordered and tidy Drawings e The mirtimu n_com ressive strength at the_28 da test hall be ce C� 0 8 Scheduling Pavement Marking P g _. .1L_- shall 2 Police area daily 2 No other trees or vegetation are to be removed without the permission �s_54Pcrt.ed on the structural drawmfl; Q 3 Immediately clean any off-site dirt or debris resulting from the work m of the Owner and other regulatory bodies where required p 1 Perform pavement marking work after installation arid curing concrete curbs, 4 Slump Tests E. Insurance walks, and paving a The testing agency shall U 1. The General Contractor shall secure and maintain Comprehensive this Contract 3 Remove from the site all rubbish, debris, etc , resulting from Work9 Y also perform slump tests for each D 2 Perform pavement marking work after compacting. curing, and sealing truckload tested and for eachU General Liabirty Insurance for the protect as approved by the Owner mentioned herein asphaltic concrete paving pour exceeding 20 cu yds • 2 The General Conlract7r shall secure and maintain Comprehensive B Waste Disposal whichever is less Automobile Liability Insurance for all owned, ..on owned and hired 1 All waste material shall be d'sposed of in a legal, licensed solid waste Z it SECTION 02500 -PAVING AND SURFACING b Slump limits Footings and foundations t inches, slab on grade }' disposal site C Materials 3 ruches without water reducing agent. 4 inches w th water vehicles. and shall require Subcontractors to provide the same for the 1 1 retro Marking Paint reducingagent project as approved by the Owner 2 On-site burning of waste shall not be allowed 1 01 ASPHALTIC CONCRETE PAVING gain, -- It 3 Do not dispose ut any materials (Paint, etc ) in sinks a Industry Standard AASHTO M 248, Type ill F and Federal ` 3 The General Contractor and the Subcontractors shall comply withType Alkyd traffic line It Worker's Compensation laws and other insurance laws and A. Requirements DIVISION 5- METALy regulations of the State of Oregon SECTION 01600 MATERIAL AND EQUIPMENT 1 Conform to applicable articles in the latest edition of Standard b Type paint �� Specifications for Highway Construction c Acceptable Traffic Marking Paints • 4 A Certificate of Insurance for the above shall be provided to the published by the Oregon 1 Fuller 0 Brien, Traffic Line Paint, 38212 and 382.15 SECTION 05500 - METAL FABRICAT;ONS Owner nor to mobilizing 1 01 DELIVERY, STORAGE AND HANDLING State Highway Division (OSHD) O (/) • P g on site, as stated in the Form of Agreement 2 General Tru-Test Supreme Zone Marking Paint, 1010 White and 1 01 HANDRAILS ANC RAILINGSt` ra 5 Minimum limits for insurance shall be provided by floe Owner 2 Apply prime and tack coats when ambient air temperature is above 50 1012 Yellow Q (1J A Product Handling degrees F and has not been below 35 degrees F for 12 hoursZ Z ,a i F General 1 Deliver materials in sufficient quantities and a timely mariner to assure to application prior 3 Glidden Traffic Zone Paint, White and Yellow A Submittals 4 Miller Traffic Line Paint, S 260 White and S 261 Yellow tai Q W continuity of installation, 3 Apply paving whet ambient air temperature is 40 degrees F and 5 Rodda Traffic Pant, White 671 and 'fellow 670 1 Comply with Section 01300 V) (r 2 Materials shall be delivered in ongiral containers with manufacturers nsing > O O 1 Contractor shall keep roofs free d (i e , nails, screws) at all markings, inspect for damage, reject all damaged materials2 Provide shop drawings showing dimensions configuration, materials, IX times and shall be responsible for of debns ebn ate repair of any damaged 3 Store materials in the proper94 Apply paving when surface of aggregate base is dry and precipitation D Pavement Marking Equipment attachment and other pertinent information for railings O {n Z manner to protect from damage is not expected before pavement can be compacted 1 A 1 roof membranes or resulting from the Contractors 3r:kvihe5Apply paint with motor powered atomizing spray striping machine acceptaole it 2 membranes ion °f matenals surfaces any subcontractor to surfaces aclivr ie or 1 02 PRODUC f OPTIONS AND SUBSTITUTIONS 5 Do not place pavement in snow, on soft, muddy or frozen base to Architect's Representative B Design Q provided under this Contract shall imply acceptance and suitability of matenals, or ponded water 2 thickness pavement marking equipment to provide the specified wet trim 1 Railings capable of supporting uniform load of 50 lb per lineal foot Q a. a existing conditions Such subcontractor shall be held responsible for A Substitutions th,ckress applied non concurrently, vertically downward and horizontallyWit B MaterialsZ .�..11 I'L Q damage or irregularities to this product as a result of previous 1 The Architect will be the sole judge of acceptability of any proposed 1 Q r conditionsSubbase and Base Aggregates E Protection C Materials Z (1 substitut'o» a Base Aggregate Type Crushed gravel or crushed rock, 0 1 place temporary barricades and rope or plastic cone barriers to keep1 Steel Plates. Shapes and Bars ASTM A 36, select materials nor h Lei 3 Contractor to provide accurate mechanical and as built 2 Requests for substitutions shall be made to the Architect, use CSIter i.-- Z. ) J information, all warranties, and operating manuals electrical Owner within percent retained on 1 inch sieve vehicular traffic off striping until paint is dry smoothness and freedom from surface blemishes Substitution Request Form b Base Aggregate Particle Analysis Fine hard angular gravel size 2 Steel Pipe ASTM A53, Type S, Grade A, standard weight two (2) weeks of completion of Work No retainage shall be released 3 particles and course hard sand sized particles F Surface Preparation until Owner has recewed these items Submit product data per Section 01300 o'these specifications 3 Size of Pipe at Handrails Comply with UBC c Subbase Aggregate Type Crushed gravel or crushed rock, 0P YSection 3306 (r), 1 1/4 U) 4 Contractor to property The proposed products shall be equal or superior to the products 1 Pressure wash paving surface and blow dry wet areas prior to applying inch minimum to 1 1/2 inch maximum outside diameter at accessible P p y patch all pool penetrations to assure watertight specified All war,anties shall be equal, or better percent retained on 3 inch sieve paint routes, 1 1i2 inch minimum to 2 inch maximum seal Inspect existing roof and notify Owner as to its conditions 2 Architect's Representative will review line and symbol layout prior to starting outside diameter at 5 The Contractor shah be responsible for coordinating any accepted d Subbase Aggregate Particle Analysis Course and fine hard striping v:ork other locations ) I. 1 02 WORK UNDER OTHER CONTRACTS substitute the into the work, and shall make any changes required to angular gravel size particles and course hard sand sized 4 Anchors Suitable for substrate to which they are applied11 instal substituted item particles G Pavement Striping 5 Finish One shop coat rust inhibitive primer A Work Provided by Others, Contractor to Coordinate 6 There shall be no additional costs related to substituted items, unless 2 Asphalt AggregatesI 1 Spray app,ymg paint with straight edges, true alignment, and uniform wet fill., DIVISION 6-WOOD PLASTICS t{l 1 Security agreed to by the Owner and the Architect a Sand Equivalent Not less than 30 thickness of 1' mils with thickness variation not to exceed 2 mils 2Ce i Telecommunication systems b Oregon Aggregate Mix OSHD, Subsection 703 07, 3/4"-0" 2 Form handicap symbols and arrows with templates B0 Contract Compliance 3 Asphaltic Concrete Base Course Materials SECTION 06200 - FINISH CARPENTRY 3 Freestanding furniture systems3 Apply white paint to paving areas and perimeter of access drive lanes 1 Substitution approval does not relieve Contractor from responsibility a aggregate Mix' Class C mix meeting the roquuements of OSHD 4 Apply yel'ow paint to curbs and center lines of two direction drive lanes 1 01 FINISH WORK Z SECTION 01050 - FIELD ENGINEERING for proper execution of the Work and for comph;;nce with other Section 00745, a modified Class C comme.pal mix 4 Apply yellow paint to curbs where parking is restricted Contract requirements 4 Asphalt M .serials 5 �,ppi, parking area striping in 3 inch wide lines 1 01 WORK INCLUDED a Asphalt Emulsion SS 1h A Submittals SECTION 01700 PRO. ECT CLOSEOUT h Tack Coat Asphalt Asphalt emulsion RS 1, 5S 1, SS 1h, CRS DIVISION 3 - CONCRETE 1 Comply with Section 01300 A Surveys. Layout and Underground 1, CSS-1, or CSS-lh mixed with water 2 Product Samples Submit two 6 inch minimum length samples of t The Contractor shall be responsible for layout, staking of 1 01 FINAL CLEANINGSECTION 03200 - CONCRETE REINFORCEMENT each specie grade and texture -, property and placement of improvements surveys, by this Contract C Job Mix Formula The Contractor shall be fully responsible required determining the exact A Project Cleanup 1 The Contractor shall furnish a job mix formula for the approval of the 1 01 REINFORCING STEEL A Interior Wood Tnm location of all underground utilities or construction The Contractor 1. Compl::ted project shall be tett in a neat, clean and dust free ArchitecUE»grneer 1 Specie As shown on drawings a► rn condition 2 Asphaltic concrete mixture shall comply with OSHA Class"C" mix A Mate tats 2 Moisture Content Kiln dried to average 12. 15 or 19 percent moisture shall pay for repair of any utilities or construction damaged during the execution of the work in this contract 2• Clean ;all interior and exterior surfaces in the area o/work 1 Reinforcing wars shall comply with AS1 M A815. grade 60 or grade 40 content 3. Remove all labels and markings 3 Douglas Fir Grades Superior Finish Prime Finish, B b Be 1 8 2 _, D Paving Section if noted SECTION 01060 - REGULATORY REQUIREMENTS 4 Remove debris from crawl spaces, attics and other unused enclosedAsphaltic Concrete 4 inches or match existingClear 1 As paving section, 2 Weld wire mesh shall comply with ASTM A185 spaces whichever is greater 4 Western Hemlock Grades Superior Finish, Prime Finish, 8 & 8tr, 1 & a' 1 01 CODES AND ORDINANCES 2 Rock Base Course 12 inches minimum thickness 8 Coverage 2 Clear 1 02 PROJECT RECORD DOCUMENTS 1 Minimum coverage of reinforcement shall he 3" where exposed to 5 Exposed Face Tex'ure Smooth A Building Codes E Protection earth and 1.1/2"elsewhere 1 All materials and workmansnip shall conform to the Uniform Building A Record Documents 1 Protect existing site improvements from damage by paving work C Fasteners 1 Provide as built drawings of the following systems 2 Place barricades and traffic cones to keep traffic away from paving1 Interior Cadmium plated steel nails, FS F-105 Code (UBC), Fire Code (UFC ), Uniform Mechanical Code SECTION 03300 - CAST-IN-PLACE CONCRETE (U M G ) National Uniform rCode (N E C ) and all other applicable a Fire protection system workD Installation Requirements codes and standards All references to codes and standards shall 1 01 STRUCTURAL CONCRETE 1 Alignment Install wood trim, casing and iambs, plumb, level. true, mean the latest edition, amendment and/or revision of such reference c Electrical distribution system F Application of Subbase Aggregate' ? As-built drawings shalt he accurate to a scale sufficient to show all 1 Apply subbase aggregate to low areas and compact to 90 aria straicat ~- standard in effect pa^ percent of A Materials 2 Fit Trim to ht, scribe where necessary t� pertinent aspects of the work maximum density at optimum moisture content as determined by I Cement ASTM C 150, Portland cement, Type I or II 3 Fasteners Set exposed Wads, countersink screws, and doll andplugva CD B Ordinances 3 Provide one(1) transparency and two (2) bluetine or blackhne punts of standard proctor test in 8 inch maximum lifts as built drawings 2 Compact subbase aggregate, complying with OSHO 304 34 or OSHD ' Water ate ASTM C 33 openings at lag and machine bolts, except where indicated otherwise Ca 1 All work shall comply with local and state codes, ordinances and Water Clean and petal te, free of injurious or harmful matenals On Drawingsn regulations Procedure for the r_1eh'i,nination of 100 percent Relative Maximum 4 Admixtu as (Ay tots shall both be from the same Manufacturer) r 03 OPERATION AND MAINTENANCE DATA Density of Granular Mat fats a Air entraining agent Per ASTM C-260 E Installation of WoodTrim O • C Americans with D,sab�hties Act (ADA) A Operation,and Maintenance Manual b Water-reducing agent Per ASTM C-494 Type A, containing no 1 End Joints Ship lap trim et end Joints G Application of Base Aggregate calcium chloride or other accelerating or retardirg agent 2 Corners Miter trim at corners 1 A(1 work shall comply with ADA requ;rements and with the ADA 1 Provide Owner with one copy of operations and maintenance manuals 1 Apply 6 inch compacted thickness of base aggregates rn areas 3 Fastener Spacing Nail wood trim at 12 inches on center, staggered 2 Compact each lift of base aggregates to 95 percent of maximum dry 6 inches nominal at Cr • 1 04 WARRANTIES1 All work shall comply with the following American Concrete Institute not less than 2 inches or center cr SECTION 01300 SUBMITTALS density et optimum moisture content as determined by ASTM D l398, (ACI)requirements 5 Fasteners Set exposed Standard Proctor Test P fasteners and fill with color matching putty 1 1 01 SHOP DRAWINGS, PRODUC T DATA AND SAMPLES A Required Warranties a ACI 318-83, Building Code 'equkrernenls for Reinforced 3 Construct base course in accordance with OSHD Section 3C4 Concrete SECTION 06400 - ARCHITECTURAL WOOD WORK Date: 9 JULY �) 1 The Contractor shall warrant all work in this Contract for a period ofI • one year.rom the date of substantial completion, and agrees to repair b ACI 304-66, Recommended F ,taros for Cold Weather _ I A Shop Drawings H Apphcatron of Tack Coat Concreting 1 1 01 CUSTOM CASEWORK 1 Make all shop drawings accurately to a scale sufficient to snow ad any defects in the work at no cosl to the Owner during the warranty 1 Apply tack coat Asphalt at the rate of 008 to 0 10 gallons per square c ACI 305-72, Recommended eruct; for Hot Weather Fie 702.'1 'I? pertinent aspectsperiod ' _ of the work yard at a temperature range from 75 degrees F to 130 degrees Concreting A Submittals I 2 Submit one (1) transparency and four (4) bluehne or blackline prints of 2 Provide the Owner with all warranties required by this specification 2 Apply tack coat asphalt to the following surfaces Sheet __ • a Edge of existing asphalt, concrete, and masonry surfaces 1 Submit shop drawings in compliance with Section 01300 each sheetC Concrete Strengtr 2 Shop drawings shall show all r pIVIS�QV 2 SITE WORK b Surface of underlying course contaminated with dust or dirt 9 d mansions, configurations, hardware, SPE( .Ii ICA I IONS 1 Footings and Foundatic•,is 3,000 psi at 28 days Construction, materials and other information B Product Data SECTION 02070 - SELECTIVE DEMOLITION c Cold joints in asphalt surface course 2 Interior slabs 3.500 psi at 28 days 3 Submit(2) samples of laminate • 1 Provide manufacturer's literature, technical information and d Surface of asphalt base course prior to application of asphalt cladding for cabinet faces installation instructions 1 01 HUILOING AND SITE DEMOLITION surface course O Installation B Cabinet Materials 2 Submit four(4) copies of product data for each product 1 Notify Ai chitect 48 hours prior to be inni any1 Cabinet components I Application of Asphaltic Concrete Surface Course g ng pour for inspection of Solid lumber, veneer core or particle board A Demolition Work Not Under this Section reinforcement and formwork 2 Exterior cladding Plastic laminate, see laminate schedule for 4 C Samples 1 Apply asphaltic concrete in accordance with OSHD, Section 403 2 Consolidation manufacturer, texture and color i 1 Provide sample of suffir,ent size to show visual effect, texture and 1 Owner's personnel or separate contractors will remove any security 2 Start application of surface course after acceptance of substrate by i 3 Intenor cladding Low-pressure laminate, color white or bone, provide color hardware prior to start of demolition work Owner's Representative E Concrete Finish matching PVC edge into 2 Submit Mrd(2) samples of each item 3 Apply paving in one lift of 4 inch compacted thickness 1 Interior Stabs Smooth trowel finish H Regulator/ Requirements 4 Apply paving on aggregate base at temperatures between 200 and 2 Exterior Slabs Medium broom finis;, C Projectinn Screen Valence Materials 0 Execution 1 Comply with applicable codes and ordinances concerning demolition 300 degrees F in new paving areas 1 Submit all copies of shop drawings, product data and samples a, v,� operations including removal and disposal of existing materials, 5 Manually shavel fill low areas and rake asphaltic concrete to obtain 1 Valence Red oak premium grade per AWI Standards F Concrete Testing 2 Corner Reinforcement Wood to match valence or metal L.-brackets Architect for review and approval fixtures, and equipmentrequired paving level 1 Test Methods SECTION 01500 -CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS Environmental Requirements a Taking cylinders ASTM C•31 0 Cabinet Fahn ation with C 1 Schedule any noisy construction activities with Owners J Compaction of Paving b Testing cylinders ASTM C-.i9 1 Comply with Architectural Woodwork Institute AWI 4008, Custom 1 Roll paving to a minimum density of 92 percent of laboratory density c Core tests(if required) ASTM C-42 Grade 01 TEMPORARY UTILITIES Representative as determined by the Marshall Procedure2 Field verify dimensions and conditions n 2 Sprinkle exposed sod materials and demolition debris with water to 2 Level paving surface to within 1/2 Inch in 10 feet d Slump Tests ASTM C 143 s p or to fabrication Number Representative 1 A Facilities by Contractor limit dust in the air 2 Required Tests The following inspections and testing shall be made Sheet Ian' 3 Use one cel the following compaction methods by an independent agency as outlined below Owner's review of the F Cabinet Hardware 1 TelephoneProvided and fax machine a Steel wheel and Pneumatic 1 pass of steel wheel roller loaded rests is only a check to insure the tests are being completed, 1 Drawer and Door Pulls BHMA 626, 3 1/2 in f 2 Temporary toilet facilities O Structural Requirements cies long, to 10 tons, followed by4passes of + finish g existing 1 Obtain approval from Architect/Engineer poor to doffing or notching pneumatic bred roller with recommendations being followed and to insure quality concrete tire3 inflated from fti0 to 90 psi followed by 1 pass of steel wheel a Compression strength tests New set of (4) cylinders nor each 2 Cabinet Door Hinges 176 degree Grass or Blum concealed hinge, B • Facilities Provided by Owner columns, beams, and joistsroller loaded to 8 tons self-closing 1 Access to electrical service 1 10 volt single phase, 15 amp maximum 2 Do not use explosives for demolition work day's pour or for each pour exceeding 20 Cu yds , whichever is h Steel wheel 6 passes to steel wheel roller loaded to 10 tons less, (maximum 2 cylinders from one truck) Make cylinders in SP1 3 Grommets Meteor+YGR 10 t8 plastic in color to match laminate finish Additional power requirements shall be provided by Contractor c Vibratory 4 passes of vibratory roller 2 Access to water service accordance with the proper ASTM standard or approved equal 4 Finish top of paving to plus or minus 0 17 feet from line and 004 feel in"'r'"'v'` 10°'r•'ii ►""r' r' . '•M' 14 ii. from grade indicated Job No: 9 i 0?5 BUP97-0350 iJO-"_-^__--•_ -_16045 SW Upper Boones � j 3Of13 IF THIS DOCUMENT Tt LESS ..r,. TTf1ilrilll�lll III�III�III� I I IIl�..111�) ITI I III 111 1 tl ) tll I I111I1 ! 11IIII III Il Illl1 1 1 1III! ill 1 1 I�lji 1 111111'" III I ) llll!Il illllll ll ��iliJl,l I II JI 1 I 6 + 8 I � I �� 11 II /9i7 4I i 24 )( Ll'G1BLF THAN TN1S NOTATION, I � 1l IT IS DUE TO THF QUALITY OF T ----F— L as Ne �• THE ORIGINAL DOCUMENT. - — --- ----- _._- __ -- t�E 6�L ++ 81L L!6 + sli�L 9�i 1�L ` 8� I d6 I [jjL O�L �I B[ ii L��i 9 i 4[ tr�t 61i L[ 111131T L 9 l9 11; 11 k E [ ,nrVIII IIII�IIII IIIIIIIIIIIII�IIII IIIIIIHi IIII�H illl�llll IIII IIII IIII IIII IIII IIIIIIIIIlIIII Iillilllllllll�llll�llllllll�ll nioil�lllolllll�l��llll�u��1��i�iilu��i ��1onII ell i �i i flit i ili1 lit�� I�� I�, i��l ��i��(�� 1�� 1I1 � 111 1�11111��i11111„,,, l . . M M SPECIFICATIONS q in a CV f Ua O 4 Drawer Guides and Cabinet Shelf Hardware Full extension, ball B Warranty 0 Latches and Locksets 4) Rs bearing nylon rollers, 75 pound rating, Grant 329 or 335, Knape b 1 The skylight manufacturer shell provide the Owner with a warranty for <r 1 Acceptable Manufacturer Schlage Lock Co 9 lateral Bracing } Vogt 1305 or 1330 P period five years from Sun stwtbsl Completion certifying the skylight 2 Style "S Series Saturn(liver handle) I Hangers to be a minimum of 012 ga or 010 ga galvanized. soft 3 Provide an integral coved base by extending floor material 6 inches 5 Adjustable Shelf Standards standard dnlled holes or shall be of from defects in material and workmanship rnp 3 Use the same keyway for all cylinders Cylinders shall have six pin annealed mild steel wire at 4' arid 5' o/c ear.h way, respectively, up wall at toilet rooms. janitor rooms, and other locations as noted on recessed aluminum or steel c tans Manufacturer's standards v.�th slotted holes and tumbler Finish shall match the finish of the knob Cylinders shall be hangers to be attached to suspension members and to the support the drawings removable without removing the lock from the door above with a minimum of three turns, hangers shall not attach to or 4 Install cap at topudge of integral base 1 matching brackets, anodized or painted finish, Knape & Vogl 255/256, C Approved Manufacturers strip g g Gravy S 373/373 Stanley 798/799 1 DeaMor Skylights 4 All Iocksets and latchsets are to have a 2 3/4' backset, unless bend around other matenal or equipment and shall not be more than 1 otherwise noted in 6 out of plumb without being counter splayed 1 03 RESILIENT BASE 6 Adjustable Shelf Brackets for Drilled Holes Friction fit steer angle 2 NaturahteiEPl Skylight Systems U with minimum 5mm to maximum 1/4 inch diameter 3 Substitutions shall comply with Section 011330 5 Stnkes shall have extended lips where required to protect trim from 2 All connection devices shall be of an approved type capable of post, Knape 3beingmarred bythe latch bolt Wrought boxes shall be furnished with supporting 100 lbs and be secured to the buildingstructure A Vogl 346, Hefei°282 10 700 q Approved Manufacturers L. all strikes Strikes for pairs of doors shall have the lip flush with the 3 A trapeze or equivalent shall be used where obstructions preclude 1 Flexco Company or approved equal > o direct attachment to the structure Trapeze suspensions shall be 0 ; G Design Requirements face of the doors G D 1 02 COUNTERTOPS I Skylight framing and glazing snail be designed for the following loads minimum of back to back 1 1!4" cold rolled channels when spans B Materials a Live load 25 psf E Closers exceed 48" 1 Rubber Base at Carpet 4"or 6' straight type base r g g A Materials b Wind Load 80 mph Exposure B 1 Acceptable Manufacturers LCN, or approved equal 4 All runners shall be independently supported at the perimeter within 8 2 Rubber Base at Resilient Flooring 4" set on type base • I Substrate Veneer core or particle hoard c Deflection limit to 0180 for fully toadied conditions 2 Closers shall have the followingmaximum ressure for opening of the wall or ceiling discontinuity, the wall angle ur closure stn shall u P 0 P 3 Adhesive el recommended by manufacturer 0 t not be allowed for this purpose 4 Color As selected by Architect W 2 Cladding Plastic laminate, see laminate schedule lo; manufacturer, doors 5 Within 6' of the walls and at 12' o!c in each direction, 4-012 ga wires V > texture and color E Aluminum a Interior Doors 5 pounds pressures �- Aluminum1 Framing Members Extruded aluminum alloy 6063-15 or 6063 16 of b Exterior Doors 8 5 pounds pressure shall be connected within 2" of an intersection of a main runner with a SECTION 09680 -CARPET B Fabrication sufficient thickness to meet design requirements cross runner and splayed 90' from each other at an angle notOs 1 Comply with AWI 400C, Custom Grade 2 Fleshings, Trim, Closures As provided by skyllghl manufacturer 3 Closers shall have a hydraulically controlled operation with a separate exceeding 45' from the plane of the ceiling A strut fastened to the 1 01 SHEET CARPET 3 3 Fasteners Stainless steel adjustable regulation for general closing speed, latching speed, and main runner shall be extended to and fastened to the structural Z QIVI$IQfy 7 - THERMAL R MQI,�T�1RE PROTECTION backcheck control Door closers shall be the full rack and pinion type members sc pportmg the roof or floor above The strut shall be A MaterialsI'� R F Glazing Materials4 Closers shalt include an integral hold-open feature adequate to resist the vertical component induced by the wires t Glue Down Carpet �•( ^r ~ SECTION 07200 • INSULATION 1 Exterior Tempered, tinted glass 5 Closer Type LCN "Super Smoothie"4040/4041 Series 6 lateral force bracing members shall be spaced a minimum of t3 inches a Construction Tufted cut pile 1. "' from all horizontal piping or duct work that is not provided with bracing -1 2 interior Translucent (white) laminated clear safety glass with vinyl b Yarn Nylon, Monsanto LXI Type 6 6 or approved equal ---- , 1 01 BUILDING INSULATION interlayer of not less than 0 03 inch F Kick Plates restraints for horizontal forces Bracing wires shall be attached to the c Tufted Yam Weight 32 oz per square yard 3 Glazing Accessories Provide all sealing tapes, gaskets, settingblocks 1 To be 0 050"' thick stainless steel, Type316. beveled edges. screw grid and to the structure in such a manner that theycan support a A Materials g pP d Backing Polypropylene and other materials required to provide a watertight assembly holes spaced 8" a c at top bottom, and sides of the plate size lc. be design load of not less than 200 pounds or the actual design load, e Gauge 1/10 '� //) 1 Walls R 11 unlaced fiberglass Datta at protected locations, R•11 toil- 12" x door width minus 1" Mount 1"from bottom of door whichever is greater with a safety factor of 2 f Flammability ASTM E 648. Class 1 and ASTM E 662 v faced fiberglass t efts with flame spread gating less than 25, smoke G Finish I Members perpendicular to the wall shall he bed together (stabilized) to g ADA Conformance Minimum static coefficient of friction shall W developed rating less than 450 at unprotected locations 1 Clear anodized G Door Stops prevent their spreading This shall be done immediately adjacent and be 60 3 Roof R.15 effaced fiberglass balls 1 To be provided at new and existing doors as required parallel to the wall The wall or closure angle shall not be used for this 4 Vapor Barrier 4 hid clear polyethylene sheeting H Skylight Installation 2 Acceptable Manufacturers H B Ives, or approved equal purpose although to facilitate installation runners may be attached to B Installation Ce ( ) 5 Sound 3 inch or 5 inch thick unlaced sound attenual on batt 1 Install skylights in cum;�hance with manufacturer's requirements and 3 Provide backing for wall mounted stops al gypsum board partitions nr the closure angle at two adjacent walls with clearances between the 1 Store materials for three (3) days prior to installation in area of work to ~ • 1 insulation, comply with ASTM C 865, Type 1 approved shoo awnngs furring wall and the ruiner being maintained at the other two walls achieve temperature stability Cl) U 2 en u<+ue a protective bituminous coating or similar matenal to isolation 4 Door Stop Types (select as applicable) 8 All light fixtures shall be positively attached to the s.apens+un system 2 Maintain minimum 70 degrees F ambient temperature three (3) days B h• 'altation aluminum materials from dissimilar materials a Wall Stop Ives 407, convex rubber dome The attachment device shall be a capacity of 100% of the fixture prior to, during, and 24 hours after installation of materialsD It 1 Field verify condition of existing insulation at ceilings, soffits, walls, b Floor Dome Stop Ives 436 or 438 weight rn any d+recbor 3 Use sub floor filler, edge guard, installation adhesive and seaming QX floors or other locations apiece damaged or missing insulation as 8 - DOORS AND WINUOW� c r IoW Open Ives 452 or 455 9 Only intermediate duty and heavy-duty suspension systems shall be cement as recommended by carpet manufacturers printed instruction required used to support light fixtures If a light duty system is used the 4 Apply trowel and float filler to leave smooth, flat hard surface Allow Z (r 2 Install newinsulation at all exterior walls, ceilings soffits and floors as SECTION 08100 - METAL DOORS AND FRAMES H Miscellaneous hardware fixtures must be independently supported at each corner weh a 012 to dry ..... L2, required to provide a complete continuous insulation blanket for the Where heavy-duty suspension systems are used, 5 Apply carpet and adhesive i n accordance with manufacturers W1 Astragal Pemko 357SP x Sd80 ga hanger conditioned areas in this project + 01 HOLLOW METAL DOORS AND FRAMES 2 Gasket Pemko S88D series it supplemental support i, not required In additioninstructions Use manufacturers recommended adhesive LL 3 Install additional insulation as noted on the drawings 3 Door Bottom Pemko 315 CN 6 Locate seams in area of least traffic to the above, fixtures or other equipment weighing lessC 4 Verify insulation requirements with Architect for areas not noted on , shall have two 012 ga woes from the housing to the 7 Fit seams straight, not crowded or peaked, free of gaps Tape seams Q,. z • A Submittal, than 58 lbs drawings 1 Submit shop drawings for the fabncalion and installation of hollow DIVISION 9 - FINISHES structure above These wires may be slack Fixtures or other as per mane facture/ (n O 0 • Q W 3 Lay carpet o i floors with run of pile in same direction as anhcrpated metal doors and frames per Section 01300 equipment weighing in excess of 56 lbs, shall be independently rse ' SECTION 07415 - MANUFACTURED ROOF AND WALL PANELS SECTION 09100 - METAL SUPPORT SYSTEM supported with k 12 ga wire at each corner to the structure above traffic ►- 9 Matenals9 Do not change run of pile in any room where carpet is continuous 'as v O �� Pendant hung h„tures shall be independently supported with a tin O 1 MANUFACTURED ROCF PANELS 1. Door 18 gage colt•rolled steel, comply with ANSI/SDI 100 91, Grade 1 01 NON-LOAD BEARING WALL FRAMING SYSTEMS minimum of one 09 rile wire through a wall opening into another room Locale change of color or 11, paint with rust mh,t awe primer 1 1 See drawings for addrt+onat information pattern between rooms under door centerline 1 A Submittals 2. Frames 16 gage cold-rolled steel, paint with rust inhibitive primer A Quality Assurance 10 Cut and fit carpet around interruptions p 0 CO U 1 General 3. Glass Moldings Custom hollow metal molding to secure glazing 1 Comply with the codes and reguiat;ons of the governmental agencies SECTION 09250 -GYPSUM BOARD 11 Flt carpet tight to intersection with vertical surfaces without gaps a Comply with Section 01 100 having jurisdiction Z 2 Product data including rrisnufacturer"s product specifications, See plan for opening size 12 Remove excess adhesive from floor, base, and wall surfaces without (Y standard det<,ds, certified product test results. installation instructions. 4 Glaz:ng Clear tempered, 1/4 inch thick 2 Comply with the requirements of the "Specifications for Metal Lathing e 1 01 GYPSUM WALL BOARD SYSTEMS damage iii and general recommendations, as applicable to materials and finishes 5 See Drawings for location of dcors requiring U L rating and Furring` published by the Metal Lath/Steel Framing Association 1"s Clean and vacuum carpet surfaces 3 Comply with the requirements of the Metal Stud Manufacture's A Materials 1d Prohibit traffic from carpet areas for 24 hours after installation Z .....1a < et for each component and for total panel system C Installation Set doors and frames plumbed, aligned and securely Graced Association (MBNA) ICBG ES Evaluation Report No 4943 1 Acceptable Manufacturers United States Gypsum Company, 15 Provide 7% overrun of carpets Protect and store offsite Z tl U 3 Shop Drawings showing layouts of pa pals on walls and cools, details 4 Review information listed above prior to the installation of any light Georgia Pacific, Kaiser Gypsum or equal w _.1 -. ---- of edge rend lions, ,Dints corners, pe.�el profiles, supports, eeis anchorages. trim, flashings closures, and special details Distinguish 1 02 STEEL DOOR FRAMES gage metal framing } 2 Quality Assurance Gypsum wall board systems shall be in SECTION 09900 PAINTING between factory gnu field assembly work accordance with recommendations of ASTM C754 and GA 216 i( J S A Matenals N Materials 3 Size and Type 5/8" thick, 1 Galvanized steel shall comply with the following YP Type 'X, 4 foot wide longest practical 1 01 PREPARATION B Quality Assurance t Timely"C" series or approved equalLLJ a ASTM A 446, Grade 0(Fy=50 ksi)for 12 gage materia' length to minimize joints with tapered edges (n 4 Use water resistant gypsum board at all plumbing walls and adjacent A New Concrete Masonry or Plaster 1 Wind Uplift Pro.ide roof panel system including supports meeting 7 Color. As selected by Architect from Manufacturers Standard color b ASTM A 448, Grade D (Fy=50 ksi) or ASTM A 446, Grade A , requirements of Factory Mutual for 1-90 wind uplift resistance palette o new plumbing fixtures, to a height of 4'-0" above floor 1 New concrete shall be allowed to Cure for a minimum of 30 days 2 Color Custom color selected by Architect (Ey=33 ksi)for 14 or 16 gage material 2 Abrasive blasting or acid etching may be required for de,se non- 2 c ASTM A 448 Grade A (Fy=33 ksi) for 18 gage and tighter B Installation porous concrete. field verify existing conditions e C Delivery, Storage and Handling matenal 1 Comj ly with ASTM C84� and Gypsun. Association Specification GA- 3 Remove dirt. grease opt or other contaminants by chemical cleaning 1 Deliver panels and other components so they will not be damaged or SECTION 08210 - WOOD DOORS d Galvanized coatingscomply r� shall coin 1 with ASTM A 525 216 4 All surfaces shall be thoroughly dry prior to application of coating deformed Package wall and roof panels for protection agaire' 2 Scrr✓!,vsum transportation damage 1.01 SOLID CORE WOOD DOORS 2 Accessories' Provide all accessones including, but not limited to, flYP board to supports as recommended by manufacturer materials tracks, dips, web stiffeners. anchors, fastening devices and other 3 Install corner beads at external corners /1 4 Install casing bead at exposed edges B Existing Concrete, Masonry or Plaster [VI Warranty de control joints at v.alls as follows A Materials accessories required for a complete installation D 5 Control Joints at Walls Prov 1 Abrasive brasting or acid etching may be required for dense, non 1 Finish Warranty Furnish panel manufacturers written warranty 1 Rails and Stiles Solid wood 3 Component Fasteners Self-drilling screws of sufficient size to insure a 30 legit maximum spacing in either direction for continuous porous concrete, field verify existing conditions covering failure of the factory-applied exterior finish on metal wall and 7 Cores Particle board or staved lumber strenc lh of connectionZ roof panels within the warranty period This warranty shall be in 3 Face Veneer Hardwood lumber 1x30 inch thick minimum panels 2 Remove dirt, grease, oil, mildew or other contamrnents by chemical addition to and not a Arnit�tion of other rights the Owner may have a Stain Grade Hardwood veneer, ire oak premium grade per C Design 3 All surfaces to be thoroughly dry prior to b Where walls of oissim+lar construction meet in the same plane cleaning and/or pressure washing AWI Star c Where building expansion joints occur application of coating 1- against the Contractor under the Contract Documents 1 All structural members shall be designed in accordance with American a Warranty period for factory-applied exterior finishes on wall and b Paint Grade Hardwood veneer, birch or alder Iron and Steel Institute (AISI) `Specification for the Design of Cold- a Control Joints at Ceilings Provide control joints at ceilings as follows materials a 30 feet maximum spacing at ceilings without perimeter relief roof panels is 20 years after the date of Substantial Completion Formed Steel Structural Members" latest edition with amendments b 50 feet maximum spacing at ceilings with perimeter relief C Wood r, cn B Fabrication 1 Lateral Load Five (5) pounds per square foot uniform load, 1/240 E Approved Manufacturers 1 Comply w th AWI 1300-G-3, Type PC 5, PC-7, SLC 5, or SLC-7Late aon maximum for all walls pone or pressure washing def c Where ceilings of dissimilar construction meet in the same I Remove dot, grease, oil or other containments by the nice; cleaning 0') 1 ECI Building Components - 2 Custom Bilt Metals C Glazing 0 Stud Sire, Spacing and Gage d Where building expansion joints occur 2 Courter;ink nail heads and patch surface defects. sand to an even 3 Substitutions shall comply with Section 01630 1 Clear, tempered, 1/4 inch thick minimum 7 Apply three (3) coat tape process to insure invisible joints and surface 1 Stud size and spacing .shall be anoted on drawings na,itpeads First coat of paint must stow no defects attributable to 3 Knots or other resinous ,areas shall be thoroughly cleaned with 2 Clear wired 1/4 inch thick minimum at rated doors 2 Stud gage shallallcomply with the MSMA ICBG ER No 4943a, F Sheet Materials 3 Frame 20 gauge cold-rolled steel, paint with rust inhibitive prunertaping and floating joints. fastener, heads, other depressions, or mineral spirts and sealed w Ili shellac or other knot sealer requirements for wall height and lateral loading unless noted sanding 1 Structural Quality Galvanizes Steel Sheet. Hot-dip zinc-coated steel otherwise 8 Texture Smooth wall D Metal sheet complying with ASTM 1 445 with G90 coating complying with SECTION 08400 - ENTR:NOES AND STOREFRONTS w' 1 Prepare metal surfaces in accordance th Steel Structures Painting ASTM A 525, Grade C or ro suit manufacturer'sE Installation Council (SSPC) specifications as tollcws 2 Finish Kynar 500 fluorocarbon coating 1 01 ALUMINUM ENTRANCES AND STOREFRONTS 1 All work shall be installed plumb and true SECT1CN 09500-ACOUSTICAL TREATMENT a Solvent Cleaning (SSPC-SP1) For removal of dirt, grease, oil. 3 Color Specified by Architect 2 Secure', attach runners to existing structure salt, chemical residue or other Containments A. Submittals 3 Provide for the vertical movement of Structural elements where 1 Provide shop drawings showing layout, orrnensrons details, 1 01 ACOUSTICAL CEILINGS b Hand Tool Cleaning (SSPC•SP2) or Power Tool Cleaning G Miscellaneous required or as noted on drawings (SSPC-SP3) For removal of post scale, mill scale orprevious 1 Accessories Except as indicated as work of another specification attachments and other pertinent a-iformatron 4 Provide lateral bracing with straps or cold-rolled channels, comply A Acoustical Tile Lay In P coatings i-- section. provide components required for a complete roof or wall Manufacturer I 2 Comply with Section 01300 with Section 03 of the AISI Specification 2 Wash unpnmed metal with solution of chemical phosphene metal etch vi Armstrong • pa _I system, including trim, lippings, fascias, sills. corner units, ridge 5 Secure bottom track to concrete floor with 125 inch by 1 1/8 inch 2 Type Second Look II and allow to dry closures, dips, seam covers, flashings, sealants, gaskets, fillers, and B Materials powder atuated anchors at 32 inch on center o similar items Match materials and finishes of panels 1 Metal F'amrr,g Anodized aluminum sections to match quality, 3 Color Washable matte white with light reflectance of LR•1 (over a Sealing Tape Pressure sensitive 100 percent solids finish, color are profile of existing storefronts SECTION 09120 -CEILING SUSPENI)ION SYSTEMS 75%), comply with FS SSS 1188 E Gypsum Boarddi 1 polyisobutylene co-npounci sealing tape with release paper 2 Glazing Insulating glass units, match thickness and brit of 4 Size 24 x 48" x 5/8" 1 MI sur.r aces shall be dry and free of dust dirt, grease. oil, or other i backing Provide permanently elastic nonsag, nontoxic, existing glazing, tempered as noted on drawings or as 1 01 MATERIALS 5 Flame Spread Class A, ASTM E 84 containments {91 nonstaining tape required bycoda q t3 Penal .-dge 1 equl3r 3 Urethane Sealants 7 Provide 5% overrun, store as directed by Owner F Existing Coated Surfaces b Joint Sealant One-part elastomeric polyurethane, A Materials p y' polysulfide,ing a Onepart, moisture cured, nen-sag 1 Remove dirt, grease, oil, mi�dew or other contamrnents bychemical or silicone rubber sealant as recommended by the building g polyurethane, FS- 1 Non-fire Rated Grid: AS:M C635, internned,ate duty, cornponeets die SECTION 09650 • RESILIENT FLOORING manufacturer, color to match metal panels Type II, Class A. ASP 1 C920 96, Type S cut and interlocking, cleaning and/or pressure washing Grade NS, Class 25, color to match existing T. Grid Finish White 2 Removal of all loose, abraded or damaged coatings 1 01 RESILIENT TILE FLOORING9 9 CC �� H General b Trernco Dymonrc, OSCProducts, Ltd �aSC101, or 3. Grid Materials Cold rolled galvanized steel or cold rolled aluminum 3 Intact coatings shall be feathered 1 Fabricate and finish panels and accessories at the factory to nreatest approved equalA Approved Manufacturers [ Date: ,JULY gextent possible, by manufacturer's standard procedures and 102 REFERENCES MATERIALS __ _ SECTION 08700 - HARDWARE 1 Azrock Industries, Inc or approved equal processes, as required to fulfill indicated performance requirements �Ol`'- j�l- demonstrator+by laboratory testing A Standards B Materials A Paint Materials 2 Comply with iris ;aced profiles and dimensional requirements and with 1 01 DOOR Fig RUWARE 1 UBC Standard 47-18, ASTM C636-69(76) 1 The following manufacturers are acceptable and need no further 1 Vinyl Composition Tile Color and pattern as selected by Architect Sheet Title� Aspply bmtt remquvemenl5 2 adhesive 4a recommended by manufacturer approval Amentnn, Cowman, Campbell, Dutch Roy, Devoe, Glidden, - 3 Apply bitumicous coating or other permanent separation materials on A Submittals 1 03 INSTALLATIONMiller, Olympic. Pratt& lambert, Rodda. Sherwin Vlilhams �F(:LFII,A !IONS. 1 Comply with Section 01300 3 Tile or adhesive shall cc. ,,n no asbestos fiber concealed panel surfaces where panels would otherwise be in direct 4 Shp Reeve it Surfaces Areas subject to wet conditions shag have 7. Materials shall be "top of-the•line" Dent quality of the generic type � contact surfaces where panels would otherwise be ,n direct contact 2 Provide complete hardware schedule for all new hardware A Grid Installation specified tt,ntiry hardware item by manufacturer, catalog number, and location 1 Hangers to bslip-re,later„ resilient flooring complying with ADA requirements P with substrate materials that are noncompatible or could result inbea minimum 01? gap or 010 gap gatva tined, soft corrosion or deterioration of either material nr finishes mild steel wire at 4' and 5' o/cboth ways, respectively Installation1 03 SCHEDULE OF PAIN)LNG annealed 4 Fabn-ate panel joints with captive gaskets or ;eparatur strips, which • B General 2 Attachment devices to be of an approved 1 All card readers and security hardware to h provided (if required) by PP type capable of carrying 5 1 Patch0 hole t or uneven areas in floor, provide a smooth, even surface provide a tight seal and prevent meat-to metal contact in a manner times the ceiling load (50 lbs) free or ndgrrs, high spots or depressions • A Exterior that will minimize noise from movements within panel system Tenant Contractor tc coordinate installation1 Concrete and Stucco 2 Finish hardware be furnished with all necessary screws, bolts, ur 1 Harmers to be plumb or splayed and not pressed against pipe or duct 2 Install in accordance with manufacturer's requirements SECTION 07600 - FLASHING AND SHEET METAL other fastenings, of sufficient urinht suitable size, and typerts'allaton fl y. for Two (2) coats flat acrylic latex heavy use and long life, and shall harmonize with the hardware as to 4 Carrying chann is and main runners are to be level within 1/8" in 12', 1 02 RESILIENT SHEET FLOORING 2 Primed metal 1 01 SHEET METAL F-'LASHING AND TRIM material and finish Use Philips head type for exposed screws Use leveling is to be performed with hangers taut, kinks or beds are not to Two(2) coats aklyd enamel through-bolts for exit devices Applied to mineral and hollow core he used as a way of leveling A Approved Manufacturers A Matenals doors5 Deflection shall be limited to 1/360 or 125" (1/8") in a 4' span, if the 1 Armstrong or approved equal B Interior 1 Precoated Sheet Metal 24 gage core steel galvanized to ASTM 3 All hardware for application to fire doors shall be UL approved rand fixture causes a deflection in excess of 1/8", the fixture shall be 1 Gypsum Board Existing independently supported or the grid shall be supplementally 8 Materials One(1) coat wall primer at bare areas A525, G90, with "Kynar coating, color to be selected by Architect listed, as applicable Two (2) coats satin latex 4 Finish Match existing supported within 6"of each comer with a 012 wire 1 Sheet Vinyl Color and pattern as selected by Architect from marufach,rpr6 A fixture installation shall nol cause the runners to rotate more than 2" 7 Adhesive As recommended by manufacturer 2 Gypsum Board - New from the vertical this is the equivalent of 1132" out of honzor nal fora 3 Stop Resistant Surfaces Showers, locker rooms, toilet rooms and One (1) coat wall primer 1 Acceptable Manufacturers Hager Hinge Co Lawrence Biose ; standard 1"tee other areas subject to wet conditions shall have slip resistant sheet Two (21 oats satin latex SECTION 07800 - SKYLIGHTS C 1' yes METAL FRAMED SKYLIGHTS Stanley McKinney Mfg Co ; or approved equal afi vinyl flooring complying with ADA requirements 3 Painted Wood 2 Minimum three-knuckle construction One (1) coat alkyd primer �1 �Ilntber - A Submittals 1 3 All new exterior outswinging doors shall have hinges with C Installation Two I. ) coats gloss latex enamel Patch holes or uneven areas in floor, provide a smooth, even surface 4 One ( )Wood 1 Comply with Section 01340 nonremoveble pins or security safety studs OOna (1) Coat penetrating slam 2 Submit shoji drawings indicating size, construction, location, ancho,age, sa 4 New doors with closer shall have bag bearing hinges free of ridges, high spots or depressions 2 Install in accordance with manufacturer's requirements Two(2) coats oil baso varnishdiamine materials, glazing materials, flashings and curb requirements 5 Doors 1-3/4" thick and up to three feet wide shall ave 4 • 1x1SP2 Two(2) coats alkyd enamel 3 Submit structural calculations by a structural engineer licensed to practice 6 All butts shell be sized in width to clear all tnm in the ,,tate of Oregon 4 Submit samples of framing components, glazing materials, and metal finish ---- - • • iAIiir Ien4',M%•ilIir.ii Ni fir',COOP Job No: r) i()).) BUP97-0350 16045 SW Upper Booties 4 Of 13 . - Mq,.,. ,.i. ,s i ,!N'^'�i `l,, , .-.<v^• ....�. yf'`M1"+Nxyi"_ w'MM"rla>it'�.':.t,. •se,' RN4♦ + memaim"S, SYN•,._.- IF THIS DOCUMEN,' 1S LESS Tiill II1i ! I III III III 1 111 III III 1 III III 111111 Ill 111 III 1 /1/ III III III 111 III III III III III !II I I IiI 111 Iii 1 1 111 111 l�l 1 1 IiI III III III III III III' I r i /9(77 LEG TA:,F' THAN THIS NOTA') TON, L I IT IS DUE. TO THF' QUALITY OF 11 _ _ es se - gus�f as THF ORIGINP.1. DOCUPtE,NT, - -- �L Kr6 + 48-----' 1>it�Z I �L I ��iiiihillighiii 1OjL 6ll[ Ail L T 91[ 91i 1� I S�T I f,�T ii T i T ��L T9 1 99— ► � _ ��L I ►M�VIII IIII�IIII Illllllll+lllllilll IIIIIIIIIIIIIIIIII (III ILII Illi ILIIIIII�II►I IIII IIII�IIIIIIIIIIIIII�LIIIIIII IIIII111I IIIIIIIIt Il1l ILII ILII ILII ILII Illlillllllltl 111111111 111111i11 1;1111111 IIIIIIIIIIIIIIIIIII1IIIIIItl dill 111111llllll1111111111►IIIIJL Lu1112 4 lc • I • „N.- ,:,--- u1 SPECIFICATIONS4. o p .) Q n C Submittals V o 1 Submit color drawdowns of exterior and interior colors per Section 2. Viewing Surface Matte white 01300 for approval prior to start of work 3. Mounting Bracket Standard type 4.... 1 Provide fixtures and fittings as shown on drawings n9 1 Conductors Copper, 600 volt, ff12 minimum, size as required for D Color Schedule 8. Installation 2 Submit product data on fixtures and fittings for approval of the equipment, fixture or electrical device d Finish White baked enamel 1 See Drawings for color schedule or coordinate with architect 1 Install in compliance with manufacturer's requirements Architect, the Tenant and the Owner, comply with Section 01300 p y 2 Raceways •- 2 brackets to studs or blocking at stud walls, or to painted 1 by 8 3 Comply with ADA requirements for fixture and fitting type a Rigid galvanized conduit at locations subject to da,nage, at 2 Incandescent Fixtures i PIVISIQN iQ - $P€CIA�TIE Attachwood trim if blocking is not installed 4 Handicap Shower Fiberfab 500-H one piece handicap shower stall exposed locations less than 4'.0" above finished floor and at a Comply with U l 52 5 Toilets shall be wall-mounted tk,sh value type wet locations 8 No Briggs fixtures or fittings shall be used b Fixture shall be verified by Owner b Electric Metallic Tubing (EMT) at dry locations a,�d exposed c Lamps shall be inside frosted 130 volt rated, unless rioted SECTION 10520 - FIRE PROTECTION SPECIALTIES QIVIjQN 12 - F�IRNISHINGS SECTION 15880 - AIR DISTRIBUTION locations more than 4.-0"above finished floor olhorwise on drawings 1 01 FIRE EXTINGUISHERS, CABINETS. AND ACCESSORIES SECTION 12500 WINDOW TREATMENTc Flex conduit may be used as allowed bycode L.d Recessed incandescent I %tures shall have thermal protection, 1 01 DUCTWORK d Size in compliance with NEC requirements shall be factory identified as thermally protected and shall < G A Male�als 1 01 BLINDS3 Panels Size and phase to be determined by Contractor, verify comply with NEC 410-65C a 3 1 Dry Chemical Fire extinguishers location with Architect and Owner prior to submittal of bid 3 Accessories Provide all trim plaster frames, stems, cords, fasteners O a Amerex Model No 458, UL Rated 4A mit C A Submittals A Work Included 4 Miscellaneous Provide miscellaneous ties splices, lugs, fr•StenersO < and other items required for a complete installation' C a Z b Krdde Model No WK46fi204, UL Rated 4A 608 C 1 Comply with Section 01300 i Remove or relocate existing ductwork as required fa the remodeled supports and other materials as required 2 Cabinet 2 Provide samples of material arid finish areas of this project 0 2 Provide shop drawings of the moodied air distribution system, 5 plates sh Floor Outlets Type as shown on drawings with brass cover C Installation (� w a larsen's Rota Serres semi recessed 2 ii2" rolled edge, size as1 Thermal Protection At insulated ceilings provide thermal protection at `I > required for fire extinguisher B Maienals including ductwork to be removed, new ductwork, diffusers, air u 14,0 terminal units, and other equipment, comply with the requirements of Ffixtures with a field fabricate box (metal, sheesrock, etc ) complying 1 Blinds 1 inch aluminum miniblind q General Work with all clearance requirements and NEC 41068 B Installation 2 Operation Manual Section 01300 r 1 Fiovide cutting. patching, sleeves and clean up as required 2 Install in compliance with manufacturers instructions and code w in I Install per manufacturers recommendations and in compliance with 3 Provide all necessary components fora complete and finished product 3 Submit shop drawings for approve and obtain and pay for required 2 Remove all abandoned conduit, Conductors boxes and other requirements ADA requirements 4 Color Shat! be selected oy Architect permits for the redesigned air distributions StemA y materials to nearest live box or pane; O Install at locations noted on drawings and in accordance with NAPA 4 Provide record documents of changes to the air distribution system, 3 Provide support for electrical equipment with support Standard 10 and provide identification signage as requited C locations comply with Section 01700 P designed for four 2 3 Verify locations with fire marshall prior to tristallation 1 Provide blinds at all exterior windows adjustburies the weight of the equipment, use appropriate hangers, straps, END OF SPECIFICATION L 5 Test, and balance the redesigned air distribution system brackets and fasteners `�^ Provide1 new blinds at exterior windows affected by the work in this contract, )1 i IQf�14� LECTRIG 4 Provide lateral support(seismic) as required by code — SECTION 10800 • TOILET AND BATH ACCESSORIES such as at new walls intersecting windows €-------A4 5 Provide electrical connection to all equipment shown on drawings and 2 Provide blinds at allneK relites and interior glass SECTION 16050 BASIC ELECTRICAL MATERIALS AND METHODS all HVAC equipment Determine voltage and phase of each item prior 1 01 TOILET ACCESSORIES 3 Provide blinds at all loctie is noted on drawings to connecting, and provide circuit prciection, disconnect switches and i�1 1 01 ELECTRICAL EQUIPMENT other devices squired for equipment W A Mat@gals DIVISION 1 – 14 NOT USED 6 Provide grounding for system in compliance with code requirements 1 Men's Toilet Room 7. Test circuits, devices and equrpm�3nt for shorts, continuity safety, a Mirror size as noted on drawings QIVISION 115 - MECHANICAL �/ 0 b Toilet paper holder 1 Design Build Contract Design new electrical system based on 8 Identify new or relocated electrical equipment per Owner building i... Q c Grab bars SECTION 15400 PLUMBING drawings, Tenant and Owner requirements, and all applicable codes standards d Seat cover dispenser Provide all labor materials and equipment necessary to install the e Soap dispenser 1 01 PLUMBING PIPING complete system SECTION 16500 -LIGHTING 2 Women's Toilet Roan. 2 Field verify existing conditions prior to bidding (� a Mirror, size as noted on drawings A Work Included 3 Obtain and pay for required permits 1 01 INTERIOR t UMINARIES b >.. Toilet paper holder 1 Install supply and waste piping as required for this project B Quality Assurance c Grab bars 2 Connect to existing utilities. verify location of existing utilities withA Submittals d Seat cover dispenser Owner 1 All work shallcomply with National Electrical Code (N E Z Q, ). State of 1 Comply with Section 01300 e Soapdispenser Oregon Electrical SafetyCode, and all other applicable codes sand 2 r Ii_ 2 Connect to existing piping as required, verify capacity of existingPF 'duct Data Provide product data on each fixture type including 3 Approved manufacturers piping is sufficient to comply with code requirements requirements picture, dimensions specifications, coefficients of utilization, lamp, W Imo_ i a Bradley 3 Saw cut existing slabs for the placement of new piping, patch as ballast and other pertinent information b Brodrick required C Submittals it z i Submit drawings and calculations as required for permits B Materials Boto Submittals 1 02 PLUMBING FIXTURES 2 Provide record documents of changes to the existing a ►ctrical system Fluorescent Fixtures ui and all new work installed, comply with Section 01700 Q Z 0 1 Submit product information on toilet accessories per Section 01300a Ballast shall be solid slate electronic, U L label Class •P", Z ) Z A Fixtures and Fittings Magnrtee or Motorola unless noted otherwise on drawings sl, ./ O W D Materials b Lamp shall he T-8, rapid start (� t C Installationw 1 Mount toilet accessories at locations shown on drawings per c Diffuser shall be 18 cell parabolic z/ O 11) U manufacturers Instruction ft IVI ION 11 - EQUIPMENT (L ► SECTION 11130 -AUDIO/VISUAL EQUIPMENT l_Li Er z 0 Q Q ..J ft (� 1 01 MANUAL PROJECTION SCREENS 2 MaterialsA 1 Da-Lite Model B, size shall be ,6 foot by 6 toot S i • W (r) ln p-- UJ Ce 0 - Z co • rn _J Cr) f w cn L) co <,$:):} CC [Date: 9 JULY 97 Fie: 702`._ SP1 Sheet The SPECIrICAlION• S r 1 - She-11 SP3 l 'c•i i*SMI i W'i5 S41i yl.010',I 1 hi 1INR M hum - Job No: 9 702 BUP97-0350 ......... 16045 SW Upper Booties 5 Of 13 IF THIF DOCUMENT JS LESS iirrI1I ITIl IIIIIII hill IIIIIII iii I IIIIIII 1111111 VIII 1 1 II1 1 IIIIIII 1 II!ii IIIIIII IIIIIII IIIIIII IIIIIII 1 II111 1,111 1 1111111 111i11111III 1111111 IIiI111 IIIii 1LF,GIBLF THAN THIS NOTATION, ft9.649AS1 01C) /99:1 I+ 11 I I 4 Ij ` I lIl ITT 1� DUF TO THF Q11ALT Y 0 _1 ____I ( 1 ___I 11 8l �1til 11 l _ He se e•�r81[t�"' THF. ORIGINAL DOCUMENT'. --*it A�svIL1S 9�� 4� 1�6 8I11� I i1L OiL 811CBlliLiiTI A�14ITI ►1iX11f��iIT��i (1 T �6 F lL I T- �9 1 it I I1L t"y�in11111111111111�1111 IIII IIII IIII�IIII !III�,IIIIIIIIIIUI illllllll IIII IIII I!II iiiiI lli ii IIIIhHI IIJIIIJIIIJJIJhHJ Illllllll IIIII11111111 IIII IIIIIIIII IIIIIII1111111 111111I1111IIIIII110i111 IIIi 1111iiIIIIIJII1IIhIJI11111 i 11IWIt11111WI11111111ullltll IJ I Iiulll2 4 :X. P. i g 170. "do1IierrE PLAN CIEMERAL NOM_ I - 1. NI W P A VMNG/S TNIPNiG FOR ENTIRE PARKING AKA S IQ* \ (COOON DINER) U 1 "OOF AIDE A SHOWN f OR REFERENCE Okt Y, SITE VERIF Y E XtS HNG �. - _ - CONDITIONS FOR NEW SK YLIGH T 1 ).• # 3 NEW PARKING AREA TO BE RE`,TIPED AS 910104 NEW CURB TO Nov AND EXISTING CURB 10 I* PAW1 E D YE t I OW MATH ® 4 u "NO PARKING" PAINTED ON l:UREI .. a 6 -°tom-. - .... _... _ - ,� r .aN KEYED � �! I A '� / - moi41 I • +� • • • �� • �� • .•• money • •M► • .e� .' .�r ♦ repo • . }•, • `•' ,. I ' I ��C ' '._ ......0;41,4:1 � ' �� • .�• • ...•.. • �• • mem • ...►� • ..�• • !• • .•� • �� • ..moo. • �. • 1.; r _ O W PRECAST CONCf7E TI PARKING STOP _ N 5 '> CO N • vyr!� F 4 C{1NCRE TE SIDEWALK TO MATCH EX/S T ING IIID TH/TEXTURE -- __� .....,ix ,...., I ® FUTURE LANDSCAPING AREA, BY StPERA TF PERMIT ( itt; I U NEW CONCRETE RAMP. STAIR. AND LANDING MATH STEEL PIPE I HANE14AX(PAINTED) ` .E ELEVATIONS FOR MORE INFO I is W ® NEW 6" EATRUDED CONCRE 1E U I � � N �` j O DEMOLISH PORTION OF EKIS11NG EXTRUDED C(1NCkf H C11R$ ~ Q ---", EXIST SIDEWALK NE w SIDEWALK w ,, AS SHOWN 4§ � D �(" vt� I `J EXXSHNC CONCRETE CURB AND LANDSCAPE ISLAND TO REWANN I J Ce r I / 2 '- i 0 NEW CONCWt TE Pl AN TE R 1 OX, SEE ELEVATIONS FOR MORT. INFO .- l�_l 0 ? ' R�, O DUSTING TREE TO REMAIN .4 tt cr I • _` r-_ w+� • -..y •:::;i ••,.i. • ' . q ..,....,c! RfMOVE PORittltV OF EXISTW(; COIICRfTE SSEWALK AS SHOWN w L1..:i:iii' ;';ti::%: ::§ ti : . ..,4".r'.• :i _ T -IL - ::;111:— . ,••.-- ' �� NEW VAN ACCESSIBLE PARKING SIGN, SEE 4/SI O U) 0 J. -.,.._-.- Y w.. �,.._ _ a • tr NEW S+cYIIGNT. SEE REFLECTED CEILING PLAN 1- 0 :A. I: Z U �: .r '�' t� EXISTING TREE lO REMAIN. VERIFY EXACT LOCATKIN PRS To '�' O �, s LAYING Ylf�, OUT NEW RAMP0 Cr l b I l a a a ,� m0 1 I J , I QD E LOS TING LANDSCAPING TO REMAIN - { 11 i )1' ti - y I f t, ;% �, �e EXISTING FIRE HYDRANT Z a: U II tI ! to EXISTING TREES TO BE REMOVED. COORDINATE w/ OWNER 2 ....� d 4 z (1 0 I 1 / 7 ' �- / • PLAN AN LE M...N V V) .? (2) Ea Sit(4) EQ. SPACES • 9'-4- = 3r-o' (S) t4UAt TACEs 0 8-.-0" = 4s'-0. • 9•'D�=t18p.-)7"• r�� __ __.__ ---r--•�._ - `-__ - - 1,.e.1--------- 0 -..•�~ 1 / • - E:1uSTING WALL OR CONS1TtUC110N TO REMAIN t11 r -- - ___ .r ..t. -- — �I • �. • .� moms= — EXISTING WALL OR CONSTRUCTION TO BE REMOVED NEW PAMNG. SEE SPECXFICATIONS FOR MORE O • , ,, , � `�• . ! \ • ( � MFORMA TION L__ __ . 41 101 iaNOSL APING � ~ ^ I i a) °f i • Ci)§ITE P'J AN Ali ,.. � 1 _ ,,. . ,, 0 MP til .ct TRUE PRO•!£CT f I NORTH NORTH 1_ — (N) H C POST AND SIGN - ----- 6" CONIC LufB16 ►== / j ' VERIFY ON TYPE INSTALL PER A D A REQUIREMENTSSTAMPED PATTERN IN �� CONE FINISH RE SPEC / �n ' 6' 0" 6'`0" 6' 0 VERIFY-- - - e.t _. ----Tit-RTF t VERIF v I- . i f N I }-- Ii I MAX IM (�) I G3 I W SUP) AX I - _-____ _�`._ GENERAL CON FRAC TOR -_ "� Y; � � � �•.--- SIGN � POSTo- �, 10 INSTALL PER (TO MEET HANDICAP! `t �'ti •t �� -� {- v� MANUFAC1t1RER'S _.._pro . ��` I'�� ,y� I T- RECOMMENDATIONS CODE REQUIREMENTS) INSTALL SICK TO POLE .-._- tU ` '�� r� "�� ' SION SHAH STATE IN I" -_ - W/ (2) 011E NAY TAMPER STEEL TOP CAP TYP f r HANDICAP PARKING i HIGH MRIITF Lt TIERS {'ROOF MACHINE SCREWS [Date: _. c' �W04! I0� � ��), r" SICK TYPICAL 1 -EDGE a WALK "PARKING BY DMV A NUT f YP A 4,e~OW.1N ►Z o , '��" ANN*��_ �i► /`� CENTER ON _ _ S �: +� I� DISAEX ED PERMIT ONI Y �, • • ,#,Il ,`,I� K I A I I� �' PARK INC ',TAIL I _ATORS 5118,�CT TO - - 17111 ��y� �-, Y� *',f ,+�. �,. 1►, 1� � i ,' ..11NG I�NDEk ORSit __ 1�t T ,.� �� B 01$30I 629 �N(;ER ND A `ORE UP // FLl1SH W %' 81 1 615" ------ - SICK (SEE PIAN EXISTIN FLUSH W/ �. ._- 4"WIDE PAIN t' AND SCHEDULE) GRADE �3`ti;T1NG STRIPES (TRA, , IC �. _ 1 WIDE PAINTED EMBEDDED POST PER - - _; STRIPES TYPICAL ICAL MANUFAC'TURER'S �, GRADE ------ . .� _ _ YELLOW) AT 24" 0 C //� VAN ACCESSIBLE SIGN :_ _ RE COMMENDA T ICXNS 1 d SIGN SHAH STATE IN I" 0 �hh 11 '.. / r I �' HIGH LE 1 IERS, 1s --1 F . 1`' 1) .�et' - I 'VAN ACCESSIBLE" io y - --._._ I S/8' , STtEI T'IPE �� 2 3 / fr a U" PAINTED HANDICAP PARKING /' ) i ',. / PLAN �; .O /Alv - M, TYPICAL J c SEE 4/5 I -- ij j !� NEW NEW RA N - �� M UE WALK \ -T .--- ------.. �___- --- ---- ----- 1 t WALK 7 �. FINISH MADE SID -WALK �;, r� LOADING AREA y/ ��` ... / 7 iit,:iiirttiroN ti� CONE CURE] (BEYOND) -- B' TYF'ICAI V( "__1 ��(, '' 1_` T.'."``"..- - .....� I r / AT MC vAN EMBED POST IN l I SECTION A—A EPDXY ttOU i IN �A-- ----.__-_ t.,..-- -------0.1 _ _ .-� 1 SLEEVEQ FOUNDATION ; ' JMT>�M H C AMP P A N _----_..-__ _-- . . _ _ -- ,k 2 T� HANDICAPPED PARKING STA HANDICAP PARKING EMBLEM AND P'O�T 4 I-1 c74 _i� Si "''" BUP97 0350 [Job 16045SWU peer Boones 1F THIS DOCIJMRNT 1S LFSS I F I i l l l l I I ISI V I I I 11 I I I IIT 1 1 1 I ! I I I I I I I l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1'1 1 T 1 1 1 1 1 1 I I I I I I I I 'I ' I I I III I IJ TI III•jl I � I . j ISI 1 ISI 111 lel Ij ISI IIIc Ijl Ij Ijl Ili I � l > I � r 1 ISI I I ISI LEGT BLF THAN THIS NOTATION. ---- 1� - -�--- 1 -- - 1 I 4 51 I --6 / ( 8 9 • 10 I 11 I 121 IT IS DUF TO THF QUALITY OF - -- -- - _--______._J /9W THF ORIGINAL DOCUMENT. - —_ _ — — No graver- 4 )(I, �1us �C•� �S B.. 81L Lh ��L i 1 8 1+ 6 6 iC dS �t Bi LT �T 4t >ti1i Rii fi ti i 8 1T L 9 9 f 6 t ,w ` �"JJJ IIIIIIIIIIIIIIlIIII�IIIIIIIIIIIIII�IIII�IIIIIII III I �IIII,lllllllll oillll llol l 11 II I ,r,1I 11II I 1 XIII �II I VIII IIIIII�lIIIIIIIIIIIII�lllllllll IIIII�IIIIIIII�IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII II 111111 I III IIIIIIIII IIIII►I►IIIItl�ltlllllll�nll Inlllnl�llillll I I III XIII I I XIII III 5 SW UPPER BOONES 16045 2 OF 3 BUP97-0350 _ _________________,,mq.,""11!1 w 0 .. a C V O 1 , 1 0 II 1 .... EXISTING FLUORIN( TO BE REMOVED Ex:STING CONCREII FLOOR „C EXISTING SUPE/0.0 CEILING AND EXISTING OPEN TO STRUCTURE - LIGHT FIXTURES TO DE REIGNED V Lt :, , TI _1,, / ' } , T T. . , ,,,.7 'r . :.' .,J DOu noN FLOOR PLAN NERAL NoTEQ + , , 4 7. / , ? I ` s 7I \ V r1' I *, \, 34/1 \ 1 L. s. � • �\ 111111.m.111•31411/111:1111 p J 1. ROMA' AU. EXISTING flOORING MAffRIALS IlPREPARE FLOORS -z FOR NEW g �v r r 1) ��. 2 PATCH AND REPAIR EXISTING FURkMIG 0 DEMO WALL LOCATKAIS I eq l'/-_ I .. PANT TO MAT;)i NEW FINISH F IN . 1 REMOVE ALL EXISTING CEILING GRID, ACOUSTICAL TILE., AND ryi N LIGHT FIXTURES L* ESS NOTED 0TNfR1(I?SE W 4 COORDINATE W►T4 MECHANICAL AND ELECTICAL o TO RE.MOVA, -3 Of ANY E XIS TING DuC TWORK OR CONDUIT IN (*MC Cf N TNGi 1 , 1@)- _.4 I 1r-L..00R PLAN KE i[3.� P>T laJU ( )- ) ,0 !a '',4 __ tW a s, f • 1I CO F WING REU TE TO BE RELOCIED, SllL. FLOOR at-AN r UR F"�" Q ( ki y ) 1 1 \ NEW LOCATION 44 0 �i� CUT NEW OPENING IN EXISTING CONCRETE WALL, ARV,' D 1c ' - -AI: °' y t _— N0 ROUGH OPENING DIMENSION WITH *400M MANUFACTURER' in * ,•. ii - �- --9 -"� � E.XIS1Iii6 ELECTRICAL CLOSET TO Bf REMOV+:D. PANES S TO REMAIN Z CI , rl- , i -- • j ./;',/.# ^.,lN` / IL .--- Q.___._. a� ® REIGN( EXISTING Ft)RRING FROM E x1STING CONCRETE WALL Li... ,� ,://. 0 0 REMOVE EXISTING ROLL W DOOR AND TRACK 6 t�.. z , f O REMOVE E XISTIM; CASEWORK " '4i,, U O ..s, T : . . (4,1) v fT IJ ) I ; (� Nov( ROUGH OPENING FOR V--U' x T-0. ODOR MIO FRAM IN •-_, 1i? 'POP -OUT' PORTION OF EXISTING CONCRETE PANEL, VERIFY 0 (r IL___________._-a ; * ROUG*+ OPENING DIMENSION IMTN MANUFACTURER 4,S 0 O W r _ ------.. - --~ ® REMOTE EXISTINC PIPE RAILING AND WILL EXISTING STAN WITH ------_----.-.___-._ z____ _• . �� ------_ - - SONO/CONCRETE. LEVEL SURFACE AND PREPARE: FOR NEw FLOORING I (Y O e t) _ _ - _ FENCE, P A� A 4k LJ � I. 0 , � ) REMOVE EXISTING 11AIk LINKPOSTS, 10 GATES ....I Q I I U REMOVE EXISTING DOCK BUMPERS, PATCH ANL) REPAIR CONCRE TF z 0- ' PANEL AS NECESSARY ti I \u REMOVE EXISTING PIPE GUARDRAIL. PATCH AND REPAIR AS RFIA)IRFD fin 7 O REMOVE EXISTING DOOR AND FRAM W 4, n �, oi,J F. U REMOVE EXISTING SUSPENDED LIGHT FIXTURES r'• ' :(0.) RELOCATEEXISTINGSUSOPENDEDLIGHT FIXTURES, SEEFLOORPIANFOR NEW LOCATION item (pDEMOLITION FLOOR / CEILING PLAN REMOVE EroS1WG STORAGE RACKS; RELOCATE MAXIMUM LINEAR I Chi /"�FOOTAGE AS SHOWN UN FLOOR PI AN 0, rr, \RF' "_�NWPA F REMOVT' EXISTING OVERHEAD STORAGE AND 1U8E S1EFL ST;JPPORTS TRUE 17 DEMO EXISTING CONCRETE STAIR AND LANDING, REPAIR EXISTING NORTH Ni,tF ADJACENT WALL AS REQUIRED ® REMOVE EXISTING FIXTURE AND FOR NEW FIXi1UfWS, SEE Ir, I r f rte• FLOOR PL N4 tT 1 Y 'r DB4OLmON FLOOR PLAN LetEND 01 I- I f :-- EXISTING WALL OR CONSTl''UC110k To REMAIN tii _ = = EXISTING WALL OR CONSTRUCTION to BE REMOVED i_ , _ LXISTIPN(, VINYL FLOORING TO BE REMOVED V) 8 v , +-- ocY Was a i L)./. 14 JULY 971 Mg 1025 - DEM l DEMOLI T1 ON FLOOR/CE ILING PLAN .. .Ii OD LW -1 4440 ,,, 14 it/. "0 •+ 1 ,1✓',/‘[.....t.:5-..... i[ rIsOTt'tt.AN0,0N/0t,�t+ >. I 6V t I BUP97-0350 I Di 16045 SW Upper Boones •i...._ _ 7Oi13 IJob ib 97025 ' ,ri L .+, .w•.,�,NUM . �.wH�:gym, 1_... __ IF THIS IS LFSS fjtIr Ili�Iit til II�I Igi11i IIII Ii Ili IOl_tI_IIT 11111111IIII iXII II _III_ IIIIIII 6III III IIII II �Ill IIllIIII III III 1111 11 1111 11Tl-(IIItIX III III_IIIIIII LFGIBLF HANTHIS NOTATION, 1 4 ' 8I ' 1 10.1_ II iSIIIIiI II �11 IT IS DUF TO THFQUALITY OF 9 4 q� /C1917 (ASi ?a_ [r�" THF ORIGINAL. DOCUMENT. -- g IALILSLlLlt ; TITI1tL1L I8iIBTlLt18TIt PIt1STILT � III �T � 8 LY 11 6II lenn 1IIIIIII1I111III11111�-1IIIIIIIII11111 11Ill1111lllllllllII11111l►Illllllll llllllllllll1ll11l11I1 ►11Illllllll llll ►1IIIIIIIi111IIIIIIII1II11111IIIII IIIIIII11111111 I111111IIIIIIIII11111IIII)II111111�IIIIIIIIIIIIWII • 4- 1a - 1 R.00R FLAN GENERAL NOTES U g o r 41 16.-7 3/4" t 10'-4 3/4• i 10'-) 1/4" 4 10' ' I 4" 10'- 7 1 4"c. T 1 / 4" __ _ _ +_ • 0 5 3/ d, 2?�g`_. 1 _e 4'-H;' ' ''_�______.� NEIw c Au iMEAS (vERKY wn+ NfR oN IYPF) .. Miss NaTt:e Ot1A9F 7' 4"• , y 1 ,• ` t ' 1, "• . ' ' J ' �..1 , , ,h 2 ALL EX1511A►AG f • t TNIG EXTE1lIpt Wkl TO REMAIN o _' � `-.� 1 / , r , \ T. - �+ �� p ' .� ¢ \ . 1 4 `„/! U.N.O. trtATt 1 NEM CO1 OR A}10 F1Ni3H l • • •� • • u•t- • •w�• •I �••• • •� • •-�\♦ wl.- • • 1�1." • 40~ __ • �� • (. ally • :,w„•ALS __..._..__ NW 3. CGWTRACTOR SHALL NO7 SCALE. INF(IRMATION FROM DRAWINGS •�� • •� • �� • .�� • ice."• • �� • ,�. 1 �� ♦ .�.� • ��. • •.-,. . • r.r. ♦ �."" • .r.. • i JU F Q (L)I ' ti FIELD VE RIF Y E XIS TING CONDITIONS OR NOTIFY ARCHITECT OF 'k - - - ANY WSSMVG _ -� s Al. 8J _- B� - t e� )7-CET) . Cr-) ' ... , owE+IsbONs ; 0 -4;f HED 1a1:: (i) _TOS_� t06ii) to C 108 t r' cc> D. rsi 1Z) FLOOR F'LJ4N1 MOTES • nrif i * ..i r 14 It 0 , :41, ao i ,1 / * ( IA ""�'`�' ---- - — r LO A L� Nov 3 U' r 6 G' t.xTER10R woo*. VEttl�y ftUl/(,►� ..14---- i' LI ____ __ . • nPE NTN(. Dl`.lE N SIGN MATH MAftUF AC 7 URE R < I },.. . • I 1.) il 1 ' 111 •�i_�i� I �' `� I c 1 AO �, ry �^_. (iD ii'�J © ® O& o o to 'k-- -- FE _ _ ® !'� ® -�` CLEAR :moi •'� 0 NEW ExTER; _ ---- 3 i1Ft IMIpOw • EXISTING OPENMG, VERIfY ExAIT �il2i I I 3'-2" I I % �. �� y � :14' 7.) raagesin ® i t IN FIELD It4 _. __ _» c G 1 :� 0 Mi O .' _ r II IA3 ` ;1 _26 113 , / \ +[, • M lCN CENTER LINE OF NEW *Alt_ IMTI4 CENTER LINE ( _.__Js li1 .r... 0 y y Its _� 't .—A i.- t xis nw,, MDL.:ION — 1.1 i - IVO ' 1 120. ..�• -� c � c I MUM • '' ,, * ' i s RELOCATED EXISTVJG KU TE. '�ERWY EXACT SIDE IN FIELD !; " ► •• ,- -,,. --- .-- -' ...d II li • -D i i •-••••• "" "i"----- ''-'51' rivi. - p '7 � $ _ , I-' rf1 114 0 NEW .3.-0- x 4'-•0" RELATE 0 3 -0" A.F F , SEE INTERIOR 0ItOP —../'' .�. o Z y I (� ' °O 1 _ o 8 0 A M . �r ( eF ` LIE VA T1ONS i 102 c = s 41, - - , �/ _ . , N I > � $ � _ NEW DUAL HEIGHT tXi1N!(Nr, FOUi1TAMlS, SEE MAMIJFACTURER'S I LSC i1 • il'�, If 1 G : M .J • ' -I n aLi) 11b ® 7 C� . <L`J cn.> it SPECIFICATION I OR MOUNTING HEIGHT AFF ; i.." fp O t l y' r :;/a'" 7' 0 n' 10 ® 9'-0 ,� a W CONCRETESIDEWALK, SPECIFICATIONS►� SEE sF>f ' TIONS 0 III, \5 ___Ir i--- ----4 �; CLR TYPICAL 119 ----•'l 1 i ° n 0 1•w CONCR:-THAPAIR AND LANDINGS MTH 1 1/2' DIA STEEL i 'r - — 9 ® ,I, .!.• • ( Pr T11� G�1AT?D/ UR/4L. SEE ELEVATIONS FOR MORL INFO /� , ��0� N �;, y ( m' 112 __ % 6 NEW rtiC ! AI:OvE, SEE CEILING PIAN 1 OR SIZES AND I �••+ PI �r'• f1 .. 11111111". .` ':iei'Ae►•�i 101 ] / ' — s ��) �' SIRUClukk DRAWINGS FOR mOQIFICATIONIS TO EXISTING ROOF lx I ILT 1 .------(1*. '#A#0��.4 E O 5v -� •. - = 1 4 CD ' �1 S TRU( TUBE ammo 1 — �•�i' Iz �} w + Premesur e , , C , I �J ,� NEW CONCRETE STANK w/ WIPE RAIL TYp LL C' .28 u, 127 J .3 1 1 311" '• • .... _• , .._ '' , �, — -- , •'L4 - - - — ' Iz NEW WALK OFF MAT f U� -7.. i E___) ♦ , I .j � 4,4 - ft ; (� ! !/� �� NUN LOw WALT SUPPORT POST, SEE 16/ASt..4, _ _ _ Li61 j'-", .....1 Lij ,,, ; , FLOOR PAN L - 140�, ,._.., �� WA% 0 ice, l l i - ► tc , Y ` I _� EXISTING WALL OR FURRING TO REMAIN Z r�. 1 , MINI 11.111111 0 9 1 - -4 -il'. 0 NEW LULL HEIGHT WAIL, SEE WALL TYPES 117 a 0 wwwwwwwwwwwweN'W PARTIAL HEIGHT WALL, SEE WAIL T1 SES ( l.A.I D 0 4' A2 ! 0 t-4 DUPLEX OUTLET • 17" A.F.F , U-N O. K FLOOR PLAN 1 D ,t,- DEDICATED DUPLEX ou TLE T 0 11" AFF , u N o �7 I! t J f . DUPLEX OUTLF1 NTH GROUND FAULT INTERRUPTER • 43" A F I TRUE PROJECT IlEg COMMUNICATIONS JACK • 17" Al' F . U N O NORTH NORTH �' . 0 Li DATA JACK 0 17' A.F F , U.N 0 Z L.HGH T SNATCH 048" A.F F . U N 0 _ K) F!OSi: 818 __ r °' I I � f L'�E . SEMI-RECESSED FIRE ExTIHI►GUHSHEH� i >- (E) E xISTMNG 4 4 I • (N) NEW .- U.N.O. UNLESS NOTED OTHF.RUSF- °' WALLTYPES A.F.F. ABOVE iINSHED FLOOR OC u PROVIDE DEFLECTION 1c 1/2' PROVIDE DEFLECTION + Pi HEA DECK WALLS TO .4' I' HEAD 0 WALLS TO S — , �-- --Ar-- -7-r-- • - - ---T-. ROOF DECK a 5/8" TYPE x.' I I ' IF-- 5/9" TYPE 'X' ! GYP BD EA FACE 4 4 5/8'. TYPE 'X' �` 5 8' TYPE 'x' GYP BD EA I GYP. BD CA _ " I GYP. BD LA I I 1 41 FACE I �► `�J GYP BD EA FACE of 1 5 8" 0 4 0.0 1 1 ACS FACE i .t"-. r i J FURRING STUDS EA. SIDE -• l Cif 14 JULY 97 r CONTINUE FUR�?1NG TO �.- .,A (( R-11 BATT INSULATION " " I 6 A80VE GRID, TYN)11 ! ME 1'Al T 24 0.C n1-y`''----6' 0 24" 0 C ' ` - " Fits 97U25-- F P 1 ��___.__ ___ l._ TA 1(- (E) CONCRETE WALL `` . - 3 12" • 24" 0 CL"----141 - 3 1/1 • 24" 0 C • -�- -� MF l STUDS ,�------ METAL STUDS ME/AL STUDS Shoot 1111, ci) WALL TO ROOF DECK U N 0 �ALI TU 6". ABOVE C[ILIN;. GRID �;�1 FURRED (EXISTING) CONCRETE. WALL ; OW WALL (TO 6' 0" A.F.F� WALL TO ROOF DECK U.N.0 WALL PLAN/ ` (, J 05--) � WALL TYPE r%.4 1 �� x . ._____Ar_____„.._ �/ Y 50".TYPE 'X' —T r , • • �.� 4 E-- 5/8" TYPE 'X' K �4 5/8" TYPE 'x' › J T " A n1 x OR - -• • I A GYP BD EA ! I GYP EA �. b 6 BOVE CE(WING GRI. 84" YPf r . A 1 F ACF F ACF 3 I/2" 0 24" 0.0 FACE E A .f �Q r a ME TTI_I STUDSNTH R 11 j L4o .AI * 1.- 1 ' ! 1I B N ; - 3I/I S' 74" 0 C i_l __Ar_g" "-f 3 1 j2 0 14" 0 C - 3 1/? • 24 0 C � -_(E ) CONCRE TE WALL 3 1/?" • 14" 0 C. MF METAL 51 UDS -- - METAL STUDS - /\/ --1\r- -- METAL STUDS L_., ' Ai I TO 6" ABOVE CEILING GRID 430 I f)W WALL (TO 54" A t F , U N.0) ino I ' W WALL TO 48" A.F.F EXTERIOR FURRED WALL *AL L TO UNDERSIDE GE CEILINGAl BUP97-0350 f'� inio 16045 SW Upper Boones 80113 • 4.40, •A1. N.ow, ..,.. kG wows UMC 111•111114••• .....�.��— I Job No: 9702; • _. ,......raw."r.n•..w.,,,.-...." ..,,,..Nw.MP,,,�yT,•pN,,.,,.....,...0 TTTIT I IIiI1I1I IIF THIS DOCUMENT IS LESS 1iil IlI11111 11lI 1I�I 1IlI 1IlI lIlI 1I61I 1III IIII 1I I II iIII I)I III i111,1li1�T l1 TIT 1 11i1 bblIIl IlI l1lIl ilIl lI LEGIBLE THAN THIS NOTATION. iIIl3 II141 11 l l l IT IS DUF TO THE QUALITY OF Nose 11),"jytrait7 THE ORIGINAL DOCUMENT. - - - -_-- jj ..-�� T II �� 11 �. 11 — _ --- j��J �� 11 I � � � gu as /997 Mill IIII�IIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIi 1111IIIIII111111111111 ILII 6111IIIIIIIII�IIIIIIIIIII llI11 I i IIIIIIIIIIII111111111i11191 iliiIII IIIIIIIIIIII�IIIIIIKIIIIIIIIIIT IIIIIIII i e � II ILMI 11 s 111111111111IIIIiIIIIIUIIII 1111IILIIII 1 t IIIIIIIIIIIIIIII II�IIIIIIIIIIIIIIIIIVIII 11111 IIIIIII�Il w U1 r I V i r .� ` `'- ,v _ _ — .__ _ _ �____ _��..--- -_ ___ .WG PLAN AL NOTES .- . i 1 �• •• 111111 L I -J 1 Au NEW ACOUSTICAL CEILING nu TO OF ARMSTRONG SECOND LO( I (E) WOW JOIST I�.,i . IMF ,IllL!1 , '"• ? NO TWNRldf1iI1 N a .1.1 ritSIM F Li- 1 f -----•- S OR LA TERAI BRACING AI SUSPE NTA D CEILING SEE 1 A5 IP { a -A I -- K ii - r , 1\ '• a4a •: 'vYP 4 CONTRAC TOR SHAT t NOT SCALE *KR M DUN Mb DRAW Sii_u ilk g(F) COOJOIST ( , ° l( � 4lmwtftgll-l^p , II FIELD VERIFY EXISTING CONDITIONS OR NOrtF r ARCHHITECT OF t ( � - �. ` i ANY MISSNG O NSIONS 11 II RE MOV! (E) ROOF ' 1 ° pi . o . , , 1 I t ( 0 . , , , S LIGHTINGIIiORMAT10NStiOMMV fORREFERFNt UNl S�.E FLECmtCALOEgcINC, T o ,o Sim Lai ,� I(rH OPENNG - �, ' ) URAMANGSFORMOREDETAIi EGUGHTMC. yFORMAT ION-� EXISIMIC BUIL T-UP � thilfilliirMillibr / • co ATTACH4X4TOEXIST ' _ ATTACH JOISTS MATH . 111611 -111 4 x 4 x TO KICK / ' + f i,.� KE 1 Wil/ nV�G/ , III/ SK YLIGN r CURET , � Ll.Ui1,iiiiiii .„11 . I � t • • I © • ( tilici - ale © Q ' �� NEW 4 X 6 SKYLIGHT, SEE OF TAILS 1W5 SUET !e n Vf� f-fZf1M�N� 9 "� ( II..,:_.,_.. ...iII.1116,......„&......, „ O G1IP E30 SOF:Ii • T-6' A.F F , SEE �TER10R EL£VATIOAfSQ`�p QO A , + �` 3 S' p• LONG UNISTRUT SUPPORT, ATTACH TO TOP Sn)E 01 EjO'Tq,1 411)10 \ 6 . . M► ,, ,-r. - -+-- -, CHORD OF EXISTING W000 JOIST, FIXTURE CENTERED a11i. I ,0 I a «. c I 11 0 OPEN TO STRUCTURE a >- .. 1111 Ili 1-1- *AAmu.raw -- -A1FU SAFE Tr t� I11 111111111 i ,� spres • I 111 _._—_ . - _ - Ld CEILING PLAN KEYED NOTES n �• U) Z � < W ; 0 • A, A [81 oµ'} F o ti ziii QL31 = _ - - ,� SIM WALLS BELOW CEILING Ca .3 END ELEVATION _ MALLS I a ABOVE CEILING a Z REFLECTS® CEILING PLAN � ' Ew x4 SU SPfNDE U ACOU STICACEXNG Q CLQ a_ 0 z7-a � A � Ep ALW FRAnE 'J IN ..) —_J I.,., D i.7: Lr—r--- --T— _-i TRUE_ okti.4 1 NEW GYP BD CEILING OR SOFFIT, SEE PLAN . timaxamisia I__ i NORTH N(1n?T�� FOR HEIGHT AFF W V) 1. )_- _ LO ji 'A eal A1f0 SAFI.rY-- r %AIMC I NEW 2 X 4 FLUORESCENT LIGHT FIXTURE p". ac 510E., EL VATIUN El NEW 22 x 2 RECESSED FLUORESCENT L4HT !FIXTURE 0 SKYLIGHT ELEVATIONS z '' • RELOCATED SUSSPENDS0 T*, FLUON.ESCENT' (::-!ilo:) --.............,.............sm.--- h FIX TURF • 9' 0' A F F .]1 L_ r T 10 RECESSED CAN UlHT gr ii SUSPENE)ED COMPACT FLUORESCENT, ATTACH TO i 4 4 METAL FRAMED - — - POW S. S fir T CPT NEW GRAB 5 _ �'SKYLIGHT • OFFIC.E r uAOr'IE=_N I0".. .,•••••,,..,- -- ,,,,) \iiiti ''^ ,4CG01,NTt1NGPER AOA AAtftROR 0 X 4 0� ( 3-IUDE FLOURESCENT LK;HT FIXTIXdE, ATTACHSTV I TO BOTTOM CNORO OF EXISTNG WOOD JOIST - SEAT COVER 1I2 ' J I-lie iL Til 1 ( 113 1 DISPENSER NEW tAv . *AP - -_ - PI UAIE31Nr, PER ADA SEMI RECESSED ADJJ5 TABLE WALL M'ASNER i mi 4 _4 pt43- r"� <v © G C NEW P LATA COUNTER. • MATH BAFFLE§ 24 GA PRE COATED --- - --- _ ,:1;;._, , W SPLASH & EDGE (PL- t) V Ft ASHNv / c:::----7 OPP CEILING MOUNTED EXIT SIGN HAND t :'• • 0 K .0. 1 g 4X12 P 1 CURES ' *Ai I MOUNTED E xT r SIGN 3" CANT ----- \ / z a , c� 1 FV, IN 5 \ \ /// _ ._y_ —�-- — i - _.__ _,:�._. - -- NEW PLAN CLAD \ • ) IIIF BRACE (P1-3) EXHAUST FAN Q , III i 1.1O1PATCH ROD) MEMS 16" MADI 0 CURH EXTEND LIP CURy Sv 9ASE 1 \'1 \ �,_ ` �/ L O I a Jt1!.._.Y 9-� (E) BUIL I- UP ROOF '' ( ` o SKYLIGHT OPENINGL 7025 - RCP ENLARGED FLOORROOM Shoot Tie _._.T.. O PLAN TOILET ELEVATION E_ LEC ED CEILING PLAN 1...••••••••-- . >,,,s4t --- ti 4 $14 A IVMelk, 1/2" x 6" MOE TRIM (PAINT) ` e Io �' 4.4 (ALIGN MATH -------------- -------J L l TON " 3:4• 1 r OR[frt�M V 6 SKYLIGHT CURB •ii, , �' A -- I BUP97-0350 A2 I 16045 SW Upper Boones 9 Of 13 _.j ab lb 97n25 . j 4 TIT ilr III III III 111 '111 I Ilt Iii 111 I Ilt tlt IrT rj1 tCi IIr ill ( I Ell III III III III III III I I III III III I I III Tjl ijT l 1 Tjr j1 ljl I 1 III III III I I III III III I IF THIS DOCUMENT IS LESS I I 11 I I I I i I 1 1 i ( 1 I I I I 1 1 1' LEGIBLE THAN THIS NOTATION, 1 � 4i 6� �l �] k4. ��I �� IT IS DUF TO THE QUALITY OFNo.36 ..-zver,- 79(49-61. 01(4 /9'97 11 1111 l —J THE ORIGINAL DOCUMENT. "--- -- II 1 1I---91G I ! II t G �6 .-JGlOILlP 1tI RiILIT 9t �lllt Ell ET l III I �tI IljLl � l + iliiiii Typal£NII ILILIIIII81LIIIIIIIILI IIIIIII IIIlillllNllllllhilll 1111111111111111IILIIIlilllllllllllllIIIIIIIIIIIIIIIIllillll1IlllllllillllllIIliillillIIIIIIIIIIIIIItIIIIItILItIIIIIIIIIIIIIIIIilllllllllllllllll9lllllllll!llll IIIl llllIlIllllNllilltl l • MING ___..._\ 117 , • NEW SUSPENQfO OILING TRUSSNEW EluORESCENI - ` , --- •, AFF - NEW SI(IM1.IGHT, SEf , j A FG X�G i Ip GAS • 9-0 LIGHT FIXTUNF REFER C TED CCU C PLAN e I � o 0 N 1____�__ -_ _ 1 ....____Th _ -...1... \ / ,.. if � i , \-1,:i V Cj f 1I i 1i I I \ /' \ " .- ... 7 'V \\'/ \ ' 11 ir /7\1\1 \V \ /1 I Y _ v . 07-* A.-.. ...".'..=..1 qe............7 1.,..._—.-..) .........., i _........--z,-,i I I' 14 „.... _ i p r--,_ — • A� �� w 4 I; ) _ , � Ij _r__ � alidlialill ,/ II II I _________ A I , . , emilmilmilkommilaminaminlinil III \I/ - - - -''- i (1) li . 1\-—- 4' RUBBER BASE -- 0 Ti ! r---- LXNSANG COi M:ArcD . ..... .... _ METAL SOFFIT (x P1 ?, 1 a P _____t I ^' "'T NI W CORRUGATED METAL TO MATCH i. I g EXISTING (x-PT-2) AGGREGATECONCRE4-11.4—r-ilm---,----ry-r, . -r-rl _ , NEL ------41 . ii --r-r-.---7-1,--•-•-r-r-r,- - -rw /_ 1--. •••• -4............r,. f.-___ ,__,..._ 1, ‘ ,1 - -- - -- NEW S-U' r- 6'-0" IMNDOM, uE RA r I ROUGH OPENING DIMENSION MM TN I � f 0' ti •u" MANUFACTURER I --- - ----r 1�___ f I I I 1 4,.........1 A __1 A _________L....._• _ _• ft__ 1 I _ I -- A . ...:......_ 1 1-- - _____ __ -4- i ......1 ._- .._ ;,..._____t_ -1.--i----- --).-±r _i-- -r___F 1 _1_ ---r-- - ---1 LI 11. Z 0 I I n f ----- NEWS F RON I It « N• .---) o — NEW TORIFRONT MUt SIN I SEE DRAWING Na " TINS SHE I i 1 f// • 36' AFF (MATCH XISTING) I FOR RAMP ELL VA DON ti. --:- / SEE 11/A5 - -Ap 4- I 4 i - ..... .. ' .illiiiii 4_. i H - ingiesin- . . . ,. . . ., , 1. • EXISTING GI.ASS BLACKED EXISTING JOINT 11NES - - 1 �, o OUT FROM ►N9DF ;., r,,, .... ...._ ....__ 4 _, ______ ___ _____ _____ _ MN \ i \---- NEM SPANONEI GLASS (TYPICAL) r I LEVAT • N 1 u.,1I ag Q t- - ---------- -- ExISTING SCUPPER - - EXISPING SCUPPER 64X, x-PT- ? BOX. X-PT-2 0 r � 1 I z • - Rax LINE _ __._.._-- L.1 in f- UJ Li- 41 0 Z �1 W O r _ EXISTING JOIN 1 ONE S JOIN 1 w i.__.__-__ -_-- EXISTING .n.-- - _.—.___Y_._ EMSTING ± ~ 7 ONES T Tw JOINT UN( < 118 Q CC G CD I. "Z -- EXIS MINI; iwwNSF'UU 1 ,,*------_----.__---------- EXISTING DONNSPO I I 4( W CC. X-PI-2 -PT 2 ....� a_ Q i a Q- c EXISTING CONCRETE PANELS -, 1 __ __ W ..� JIB LL1 0 1 inQ C2>E1..giti-nsIN _ z s - 1 EXISTING CORRUGATED r METAL (X-PT-2) 1 i a, \\ -- --_ i ,F-- _ - EXISTING I - - -, JOINT LINESI r Os NEW WINDOW 0 EXISTING - NEW .T' 0" z 7' U' HOLLOW \ DOOR OPINING / -` _-- ._ Mf TAL ODOR AND FRAME (X--P 11�) NE w It TURED CONCRE TE - •_ _�, I ,-_ I I Pt AN MER BOX i EXISTING EXPOSED - / I I I AGGREGATE CONCRETE PANEL I { 1 w — NEVI 1 1/2" DNA STEEL PIPE ' J. 1I �� 1- L. 1 �_ 1 l ,__ 11 .t RAILING (X-PT-2) i = - _""1( I + c'1' I --- C 6' 6' I �- t + � •;I I _� i g ---- - - amMr zoo ____ " - - --,- « ~� NEW STOREFRONT MULLION 1 --- - +I ►.- • -_''_'�`___- z.___ -..�I rwr, __ \. • 36' A f F., SEE 11/A5 P I i IF - .............7"""7"......- -•moi -�!,:aft4.mem '�` - \� i r I Si [3. -�- -- r"�.►. -..ter. -- --- �-r -- - - +- �, �` -_ �- �_�.._.. _--- --,1 - ./ , - -- 1 - _ - - '� __ _�2'-6' (ABnUC GRAOE _____ - imi �_ � - _. --_____ _ 111(1< • J -1__ ( I i Da* ' 4 ,)1)tY 97 7025-ELX E XISTNG SIOREFR(M(T J `- NEW COCK TE RAMP 1/2"" 0 METAL RODS NEW CONCRETE STAIR DOORS Sheet T o • '� -� '-- 0 0 C TYPICAL SEE FLOOR Pt AN T I • F Pi AN F OR DIMENSIONS L E V A T f G1 N . 0 0 EXTERIOR I �"' - ELEVATIONS - INC �� iii i I I • ..A . ON 10 k ® EVAflQli.. A4 i BUP97-0350 .v .w ►, a■w,itvc a 4, Mr 16045 SW Upper Boones 11 Of 13 [Job N `'` IF THIS DOCUMENT IS LESS iI1If111 III III III ' lllll11 III III III I III III 11T T11 IIT IIT 111 I I III II. III III III III II I I III III III I III 111 I�I t Thr t11 t1t > i 111 III 111 III 1111111 III I I LEGIBLE D1,F THAN THIS NOTATION, f 11 I I I ,L I I I I 4 I I I I I I I I I I I 1 1 1 I I I I . 1____ I __ 1 _1 ___ I . �! ___ l 91 _ bbl 111 __�� T I DUE TO THE QUALITY OF 1 THF. ORIGINAL DOCUMENT. --tItIliglgigitItItIgigItIt --- — NOS -� gush ao; � q 8 L81t `B1T ii 9[ Qi ►i R�I fT Ilt � �T 8 L I 8 9 �c• -�! -ve- 2 4 )(:. iIIII IIII IIIIIIIII(IIIIIIIIIIIf (IIIIIIIIIonllllllillllllllll� IIIIIIIIIIIIIIIIfll�llolll IIIIII�IIIIIIII�III i�l��l��llllll I I i111111111inot-oIIIIIIIIIiIIII L t $ lIIII�IIIIIIIII(IIII�I �IIIIIIIIIIIIIIIII ►IIII IIIIIIIi�il IIIIIIIII IIIIIIIII IIIII>'1111 osr __._ c.oNNE C TION DEacEs TO 48' OR Se A F.F CHECK WAIL TYPE E X TEND INSUt -.-- --------- X Tt ND GYP BD TO IO BE OF AN APFROvED N TO ROOF DECK _ (XY DLCK • DEMISING TYPt & HA* INN too, i ,i WHERE INDICATED -11 f Y1 1 OR RATED NAt1S - 1X11 CONT CY , cAPAN111'Y TLP -------- 4. _�1_I •COUN IT K 5i OPE HANE.Kr I I, /_________-- ► w MEN MIECIIAMICtiI �» l UI•ACtD 3 !/1" EiAr UI�AWNr1GS 8'-0" MAX 1 t x s 1/4' X1' Mk r Al 5 TUGS, - •- ^ MORE THAN I b OUT Ui Pl.J V s � / SEE PLAN I' ;f�� _ INSULATION tNhIERE/ pIA x 3' CPW(Y ANCHORS _ ��._TFOR f YPE• TO - "Th-7...1 � MIOICATEp (T�� 2' P" , . • . }^Y� / ROOF f1f CK EACH SIDE OF WALL) j ,,.- -?4GAP1�COATIEUf / /�i/►., /� l 5fCU� ALI HANC#RS TG xl r J IF' rON ► S «/'� jE S LNGL `I i, / E.D� al ET SONE, , TRA'E3 lkK iWURK ,t4"coN(RETi WAIL = ri,..,_ ,w_.____. __ ` , \ i�" MOM LARGE OBSTRUCTIONS ._ -J -- �.., OROIt�ME TIED FASTENER'S TENIT �. .. ._. _ • cROSSRuNNERs FI T U� U r i )( )(, 7� 2 1 - \ .._...._._..�--- NEw FURRING ) /------ Iiii-- - RIIIM•RS ,_L FL WTI LATERAL BRAM; • 12' 0' Or V 1/2' "' 1/2' I/9 '" NEW STOREFRONT AILING SYSTEM �, s1Rt1Cr�, r SPEWED , REINF(N�CWG se* l EACH WAY, MAN RUNNER TO /' _ _ ^ _ °'41. BEQI @RACMC lofted . �..,.,, � GLASS ------------ _. ._ _ -a ... E x15 TING ROOF INC, SYSTEM � 1 ) _J ` �/ 6 C C>< RATER M 2 FROM t _ __ _ _ ___ - -- t< / / ;` � r - __ i) REMAIN CROSS ,1/ , : / • ; ; 5/8" GYP 90 �� \ EACH dIAY 5EI2�9AS� a 1 I I //' EACH FACE ------ .� , '�- I -ACOUSTICAL TILE : - _ , ---_-- MAW RUNNERS • < U' _ (4)- ll LLi ( / OAP AT NALL i••--- - •� `cc'"r.. � _ i t ( `fes _ OC 51N'POitT w/ /t? woo __..____ ___ CEILING rut 4 f c,I �. r _..____ _ UNT ACED 3 I I _------------ gppiT►t•IAI. HANGERS A f TACHE' _ __ ._. .1 I W SOUND INSUL TION - WALL MOLDING - - ----- - %--_-._ .% I NHER[ INDICATED ------ QQ - EXIS1 ROOF DECK TO All MEMBERS WITHIN A 01 �i 4 1/-• , 1U RENNIN PROM.!Fp ' P i j , v -- __-_--_- — --SrABILAR BAR BE TWEIN 3" P 1 WD CANT ALT MEMBERS • PERIMETER i tit Ono - LATERAL BRACING OF _ LOW WALL SUPPORT POST_- CORNER DETA�,. • NEW STOREFRONT ACOUSTIC PARTI'T'ION � COUtYTfVC� DETAIL. S 90 - -_ CEIL�IG 1 nTo7 V� 7 1/4' 3 1/2° Mil STUD 1 • ILamm / sPR1Nc cu = ��_.__ _._-_ ... 5/8. 8ICAL ME IAL BRACE / S/4" HEAVY DUTY r� \ `iUSPI NDE.D GEEING GRID t(1E#NG Q NEW MULLION A 1 �" AFF ! _. . ---__ I ne 1 GA SPtAYFD - Sl1PPUR1 ORES �� EXISTING (.,LAZING 1 * . Di i I NEW REELTE. SEE :,(' - ••: . MNJI.AT1QN `j-- NEOPRENE GASKET AT JOINT .! t_- 14/A5 SIMILAR wick MIDICA TE D I PO51 +• OF EXISTING GLAZING/MULLIONS . �.... • — --- 3/8" THICK GLAZING, AND NEW WALL CAP, TYPICAL 3 1/?" METAL STUDS I 40.-- ., =- AT NOING) Z (Y y 1 Ii d/w ROOD BLOCKS o 24 o c w/ 5/I� --- ( - _ GYP BO EA FACE- ' i � W --- 1/2- x 1' I ii CROSS RUNNER iI 11.1 (i , RED OAK _�a L - J ' -- --- ----__ - _ - RABiT Tll wm��::~.►��t, ��•� 2;' / 2 GA. SORT WIRE 0 0 v, --T - w •E TT1 „,, �' 1 O /. 11Puri - 3/9 X 3 1/2" A l HE HOER - c, W RED OAK ACQU'TICAL I �� / ? Tti 4 I 11NE OF wAu BCLON► 1 fs. Li �' , co J ALIGN JOINTS \ I J \ 4/. � co INrEnii-1.L. WAIL LAP -.--. 3 4 'CV( l O MAPLE ! ` 1 -META( EDGE `. WITH MUII ION WAIL CAP, SEE Of TAILS / 1 u Z a' - 6- MTL 5TU0 3 1/2" METAL AS SHOWN _ W -4r-- ';T1�S Ft!fi►•j•d•� .►•iceL' BOTTOM _Qf C,EIIWG GRID I r ►- - Ip Z (] _ J VERIFY DIMENSION IN FIELD at'k.•4+"•�+'•-+� -- OT A F.f CL Q 4 (,'1 2 ',is 1 MAXIMUM LOAD 334 LBS CAPITAL TESTS 1976 4; 3: ,` \ CORNER BEAD (TMP) u� � 17 -- JAMB DETA L 4A NEW AELITE SILL./HEADER DETAIL . �__ SILL CAP PLAN DETAIL _ CHANGE,�,�NV FILING HIG T . """.1413 C ILI �, 10 - -_ - - FOR CFI I INUA TION OF __- w 9=Q' A.F_ " C1(( L ►�T, N !;1 WALL SEI NA1LTYPES ON A I NEW METAL WALT CAP, PAIN I �' �-- ter---T r'...'AL. TT ( ) WALL. BRACE . \ / :0 �"' PAINT X-PT-2 r--1`` _, ._ 0 yERIF Y - NEW CANT BLOCKING, FLASHING, '- �/ --•---UNE ACED 3 !/2" TrOPARAPET • /- FXISifNG STOREFRONT GI AZING ier..-�'''rSOUND INSULATION (MATCH EXIST ) , 4AND CCYINTERF�-ASHING, TtE IN 1:::i:2_, \ Ai- MHERE INDICATEDBE ATH EXIST MEMBRANE� E� IV MULLION Al36" A.F F I_ 01 l � Z --- ,„ --- ---6" MIL SCUDS I 24" OC +� PATCH AL REPAIR AS NECESSARY I 1/. 1 I I ,/ r BLACK NEOPRENE GASKET AT INTERSECTION�,,-� ---- k ( EXISTING 4 X 6 WOOD BEAM of wAu CAP AND Ex1srING sf , rYF' UNPAGED 3 '/7"I SOUND ��; ;YP/BD yOVE IL STUG� '�'� -� ` , ,� - NEN 3/,- THICK MAPLE f,AP NA1H MISULATION TwHERf _ �- ( w ,��— IIF c �� - f�. EXISTING -- I T to 5/8- GYP Imo. (TMP ) �ris . Com, _ CLEAR LACQUER FINISH CONCEAL INDICATED (TO 2 -0 �� MIN�ON1 ^ ' ! + .., REPLACE EXISTING 2 X 12 FASCIA .� ALL FASTENERS TO MATCH EACH SIDE OF WAIL.) �. -+• M1';lION ""' a 1 �_ UNPAGED 3 I/2 SOUND ►� AND PROVIDE BLOCKING T TR f'T M -,o j - `-_ _ y, �� BATT INSUL. WHEW O S U , `� 3/4" 1/UF, PAINT BLACK r �i►�i��ja#!��7� �ir�� .—.JIL_ ♦ \ I ! ` lir' INDICATED (TO 2' M' NEW E" 0 16" 0 C EXTERIOR / l •• tonot .' — - -' �, EACH S,OE OF NALL) I =7 I GRADE METAL STUDS WITH I - ACOU'TICAL ^'TSI ( i i I ---n • - \ / v ------ i at .r FOIL ACED R19 INSULATION R 11 BAIT INSULATION TILE �� -- NEW CORRUGATED METAL PANEL - 3 1/r Ar a�" o c METAL STUDS �/' `�' I , I c \ / �� /)( ,` �._� �,__ TQ MATCH PATTERN OF CLEAR LACQuER FINISH CONCEAL I -METM_ EDGE NEOPRENE -- 3 I/Z' S011ND BATT iI -- - '�"� \ GASKET INSIlLAT!ON NHERE RE0111gfC w p S C EXIS TING EXT CORRUGATED -- - `.., -- I --- BLACK OUT CLASS FROM E XIS TING ` ! •a' GENT P�ATE il _- ItIPk; SYSTEM U" _.__ L► PROVIDE DIAGONAL BRACING TO STOREfRgVT SILL 10 NEW MUt.uoN C�1►•��y'• ••• 9'-T)" CXv I/4 }/4- _ CLEAR ANODIZED - a _ . --- 4 '�'", '� O. �'', � r r A T sE" A F f onirl►«,a•• �►u �./�- -____ i ca • EXISTING STRUCTURE AS NEC A�U�AINUM • C . I - UNPAGED 3 i/Y SC'UNU, i� '' `� �- ACOUSTICAL TILE .� E BATT. INSUL MNERE •- SILL I ��._ BOARDRA911 TILE -� cn DAP Al' wAt1 -t 5/8 GYP TU 1? TO FIT ," __ _____, ' INDICATED w� REL A - - ABOVE SUSPENDED CEILING �,, ,"+'•)f, IL( V PARTITION ----_ TYPICAL WALL 1-- ' ��•�,p �• r � j, HEAD OR AT in GYPSUM B'�,J/� RD _... L_- _._ WAL►. LINE ,., 1 • -- 0NEW SILL * EXISTING STORE0 �' !� • W AT MULLION i ill e'l: . 61,2r) - T _ __ __ ' -0 ()PETAL .... - ..... --o roe 1 j c 1 1 - NEW 5 TORE FROM I SYSTEM -----41V FOR CONTINUATION N �. 1 �,�_,__-..�---- WALL SEE ___ -0- ..0 I BATT -----•-..""-- 3/4" X 7 1/4- WOOD CAP �3 - Q`_� r-� WAIL BRACE 0 1..--•___ZSOUND BATT INSUL. INSULATION TO N T.O,NULl 1 - H 0 0 C & MM THIN TO 2' 0" EA SIDE r O 1 4 JULY g l M 8.--0“ OF CORNERS a PARTITION -�) �- UNPAGED 3 I/2"' SOUNDacr RE it & INTERSECTIONS WHERE INDICATED BINOtCATED (TO ATT imsui. 2 0" DECK ii _ G ) Ef1C1.1 SIDE OF WAIL) � � PANiT NLACKshoo The 1 PLywoo0 'I' I `„-0 . / / • l HkLHI iLL (URAL .` ` -' I /� \ '''��.._C.--- ...////// rill CrILINNG SYSTEM j DEa TA!l.S �_ .), / \ „ / / / iill N -Ai, ...i...A0 ' .: . x :00:04:•94t oPek; . ilL. _ _. _ __ 1�. _ r AGSATICAL TILE X T. SUSPEMOEU CEIf.LNG r---"4-0-4-1.i,* :N. __ 6"• 16" 0 C 0 NrAI l E tS G _ C "' -* - 6- MTI STUDS • a4" 4 C �. Tik.T-UP r4•11 SYSTEM Q. i►, i�, '.ir MTI CIO > ,�. I R1 JOISTS __ _ 2 '15��'' Yi • ` I ;TA81lIZER FjAR ' - F.. ACOUST TIFF / f"�-' .-1 til -..-------;) _- t1NP ACED 3 I�Z" • SGYP TUDS 9U OVER S i/2" M 11 111 DAP 0 WALL-------/ ' �`" SOUND INSUL TIOPI 1 1 N---MTI. STUDS - SEE 1 L__,..../ (2) / 8 SCRF_WS- 4, I / Ill I � P SPACING si `� WHERE INDICA TED Cn tl 0011 • EA HRACF • �iit...71,41_...„ f ��4- — ~ INFECT. AT EXISTING STAIR WITHdic..,...„---,,) __ __._ __ 5/8" GYP 80 ( : .? ) - ,•. .. d CONCRETE O 5/8" GYP BD SOUND BATT Mut EXISTING i ING ` WI Mt TAl CORNER BE ACS7:ailirtiii:per----=-----"* ". NDOW EA FACE WHERE INDICATEDI ( FRAME � `SEAL AN 1 NOTE DO NOT FASTEN WALl TO CEILING GRID EXCEPT FOR J I TEMPORARY SUPPORT, REhKM TEMP FASTENERS PRIOR TO �� 1 MINI-ft MS INS TALL A VON OF GYP RI) __t_.---* _ - LCV4' Wl�L.L GAP DETAIL (•c- WALL 1 rPEE c�Y� � 11 L A3 ; i , i .__ - ellecnON • t W STOREFRONT f PARAPET SUSPENDED CEUNG •• PAR'TMON _-- GSM BOARD CEILING0 WN W WAD _ _ ,.,,ewe .�,,.. * yr sI. 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CPT- 2 MIt .K-OFF METROPOLITAN -- I WORK STATION N7 CPT R8 IGe/LP GN/1_P Ge/LP G81cP OPEN V ENDURANCE _ .. _ _. -- `�� ^f- CONFERENCE CP 4" kA Ge/LP Ge/lP /LP _p" AT-1 3. P- I FIELD PAINT MILLER .: e._0" AT_I 4. 1 0 I1 OFFICE CPT , 4" R8 IGeAP Ge AP GI)AP MAP o ' - ^ –._�— �._ OFFICE - CPT 4" R8 CS/EP_ Q8/lP - AP ' (M/L►- g'-0" AT-t g $ Q P 2 ACCENT PAINT SHERWIN NU IAM$ u� ��r'"w� ��yy �� a. Zr ---41- HARDWARE 9�.iHEDU : 1N OFFICE CPT 4' RB GULP GSAP GSAP /LP I AT-i i , GENERAL NOTES:P- 3 ACCENT PAINT ;NERWIN WILLIAMS .. A (E) TO REMAIN, tiEKEY AS REWIRED teD OFFICE ---.__.-- CPT 4'• RH ae/LP G6/LP /LP a/V �'_p- Ar-1 -.-- it pt- ----------._-----+---- B MINCES, GASIcf T. LOCXSE T. STOP >N COMPUTER CPT 4" R8 08/l.P ,GB/LP GB/LP /LF' � AT t RB- I RUBBER BASE. (COVED FLE XCO ♦_ 8'-0 I ALL FINISHES TO BE COOROINA uC & vERIF IF U W/ ARcHI TEC T -. -- -- -_-- ---• _-_.___ . _ . __-- __ -- -- AND TENANT PRIOR 0 CON TR TI __ C HINGES, GASKF 1, L ICH% . 5101 ---- _O AT-1 S UC ON AT ► 1 U. CONTROLLER OPFICE CPT 4' R8 NAP AP Ge/iP -_. T T f ! IF P�- I PLASTIC LAMINATE NE VAMAR --. - ---------_ ___ - . _ - _- ___ �. ------ ('i __ U HINGES. GASKET, CLOSER, KICK PLATES, 13USH/PUIL, STOP 10 STORAGE (E) CONC 4" R8 aM GB/LP Ge/LP G8/iP i AR. SURFACE _ OPEN --- P1.- � PLASTIC LAMINATE NEVAMAR -- DEVICE, GASKET, CLOSER, PREP DOOR ANO FRAME R8 •-�-- - S'-O F HFl+I( 5 LOC1cSET, Ex11 1M HUMAN RECOURCES CPT 4" SAP +GBAP /t-P cs/v - AT-1 ARP S FACE FOR CURITY SYSTEM 1NSTALI 1)! ACCOUNTING CPT 4" RB <AAP8AP G8AP G1/LP 0'_0- AT-1 -T--- GENERALABBREVIATIONS: v) PL- 3 PLASTIC LAMINATE NEVAMAR -' Lu ARP SURFACE __ is ACCOUNTING CPT 4" RB jOS/tP GO/LP Gu/LP GM? 8,_p" AT-I I Al •-- ACOu S IiCAL TILL WRKSRF COMPOSITE SURFACE PHENIX BIOCOMPOSITES - - ____ _ ---- /E . 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TILES ARMSTRNG -- WIN BLACK HOLIow METAL FRAME w/ LITE KITS (TYPE 8) a PASSAGE CPT 4" Re GeAP Ge/LP ae/LP �P _ - - -- GLS -_ -Ga ASS (�. Z SECOND LOOK !I -- OPEN --- ___f_______._. L. --_ ___- _–_—_- , -_-_- __._.__ -____ -. --__ ____4 F1M HOLLOW ME �CLi) ° 4 NEW 3 r' x y r' NOLLOw METAL DOOR (PAINTED) WITH >N COFFEE VCT 1 4" RB Ge AP Ge/LP °IDAP Ge/LP --- - 0 BLACK HOLLOW METAL FRAME (TYPE C) OPEN -. '- ._--- ) __.....�.______--._-.. _- . __-_._...-.----t-7- _.-.__ .... 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