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Plans (14) BU P2016 - 00209 RECEIVED WOMEN ' S HEALTHCARE LLC S S O C S / JUN 2 3 2016 CITY OFT CARD BUILDING DIVISION *� N �` 7 r Cif � LABORATORY BEVELAND CORPORATE CENTER � A .ar o 7 , „i O 0 O m a. LW PERMIT DOCUMENTS , „ „,,, „,,,„.. .,,„ d) 0 , GENERAL NOTES SUMMARYOF WORK SHEET INDEX PROJECT �' O C -�— a E ALL WORK SHALL MEET OR EXCEED THE LATEST APPLICABLE EDITIONS OF ADOPTED LOCAL,STATE AND FEDERAL PENETRATIONS IN STRUCTURAL MATERIALS: Openings, andpenetrations, etc. are notpermitted unless - %,,, pockets, THE WORK CONSISTS OF 18 352 SF ARCHITECTURAL 0 W CODES. Such codes shall include but are not limited to the OREGON STRUCTURAL SPECIALTY CODE (OSSC), and specifically detailed. Notify Tenant Representative when drawings by others show or require openings, � TENANT � �� applicable Fire Codes, Electrical Codes, Plumbing Codes , Mechanical Codes, National Fire Protection pockets, or penetrations in structural members. The Contractor is responsible to ensure that all floor box SQUARE FEET OF BUSINESS OFFICE SPACE G1 .1 COVER SHEET :CrN -�- �_ Association -Life Safety Codes , American National Standards Institute-Accessible Buildings and Facilities locations are reviewed with the existing building's structural engineer of record,to ensure that the integrity of TENANT IMPROVEMENT FOR FULL 2ND FLOOR. G1 .2 CODE SHEET WOMEN'S HEALTHCARE ASSOCIATES, LLC Requirements (CABO /ANSI 117.1) and the Americans with Disabilities Act. Also all applicable local,state and the existing structure is not compromised. Coordinate this requirement with the building Owner. 6600 SW 1 05th, STE. 205 E -� federal amendments, laws, ordinances, regulations,rules, statutes, governing utility districts, the landlord and BEAVERTON, OR 97008 U various other authorities having jurisdiction over the project shall apply throughout the project as printed herein. CONTRACTOR SHALL WARRANTY ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE NO WORK TO BE DONE AT ENCLOSED STAIRS A2.1 FLOOR PLAN, DEMO PLAN, •— All work required by the codes and laws shall be included in the contract sum. DATE OF SUBSTANTIAL COMPLETION: The Contractor warrants to the Tenant and Tenant Representative that SCHED.SY 0 .„---„,--- -,-.-..7t.,�, all work and products will be new and of high quality, free from faults and defects and in strict conformance STAIRS, SHAFTS, RESTROOMS, JANITOR CONTRACTOR TO EXAMINE AND DISTRIBUTE PLANS AND SPECIFICATIONS: The Contractor shall examine and with the construction documents. All work notconformingto these standards may be considered defective. ELEVATOR, OR ELECTRICAL ROOMS. A2.2 REFLECTED CEILING PLANS CLOSETS, TENANT'S REPRESENTATIVE become familiar with all the contract documents in their entirety. The Contractor shall review all documents, It is understood that no inferior or non-conforming work or materials will be accepted whether discovered at REUSE MAJORITY OF EXISTING SUSPENDED WALL SECTION ` . 0 verify all dimensions and field conditions, and shall verify that all the work is buildable as shown. the time they are incorporated or anytime there after. If different warranty period for any product is listed with A2.3 ELECTRICAL PLAN, FINISH PLAN, CAG + resources CEILING SYSTEM AND LIGHTING. � ��" `70. in the contract documents,the longer warranty period shall govern. EQUIP. SCHED. CONTACT: MATHIEU JACOBS ...4 .S.) w CONTRACTOR TO VERIFY SITE CONDITIONS: It shall be the Contractor's responsibility to visit the site prior to bid and 3045 NE 34TH AVE \ become familiar with all existing conditions. The Contractor shall review all Construction Documents and verify all PRICING: Price on an item by item basis all work noted separately in plans notes or called out as an Alternate. WORK TO INCLUDE INTERIOR PARTITIONS, I w c dimensions and field conditions. Any conflicts shall be reported in writing to the Tenant Representative during the All cabinetry shall be priced on an item by item basis. Any cost saving options in methods or materials DOORS, RELITES, SOFFITS, CASEWORK, FINISHES, A3.1 MOUNTING HEIGHTS / PORTLAND, OR 97212 g; p bid phase of the project. Prior to construction, the Contractor shall be placed with the responsibility of notifying suggested by the Contractor shall be considered if reviewed with Project Manager/Tenant Representative ABBREVIATIONS 503-575-5141 ' the Tenant Representative of any existing damage to the building. Failure to do so shall place the Contractor prior to pricing. HVAC, PLUMBING, ELECTRICAL, FIRE �? a �� with the sole responsibility of such damage. SPRINKLERS AND ALARMS. A3.2 ELEVATIONS mjacobs@cag-resources.com j,1� ,\:‘,,ACCESS: The Contractor shall make available the job site, the building under construction and all related A3.3 ELEVATIONS Da CONTRACTOR TO INFORM TENANT REPRESENTATIVE OF DISCREPANCIES IN CONTRACT DOCUMENTS. In the event a structures and areas,to the Tenant Representative,Tenant, and the Owner or their assigned representatives ARCHITECT discrepancy is found within the Contract Documents, the Tenant Representative shall be notified in writing during at all times during the normal and accepted working day. A4.3 CASEWORK DETAILS the bid phase of the project for immediate resolution. Should a conflict occur,it is deemed that the Contractor kim s. mullen, architect r 1 has priced the most expensive materials and construction involved, unless the Contractor has asked for and CORE DRILLING : Verify with Tenant representative location of all floor monuments prior to core drilling. A4.4 CASEWORK DETAILS 8420 SE Clatsop Ct v obtained written instruction for the Tenant Representative as to which method or materials will be required. LIGHTS AND SWITCHES :Switch designs to be Contractor designed unless otherwise specified on plans. Verify Portland, OR 97266 0Ce ALL TRADES TO BE FAMILIAR WITH DOCUMENTS: Contractor to ensure that all subcontractors receive all proposed location of switches with designer prior to installation. Existing light fixture locations, as shown on LJJ construction documents. All contract documents are to be considered and interpreted for bidding and reflected ceiling plan, to be verified by contractor prior to pricing. Verify that color temperature of (1) ~ construction purposes as a complete whole. No part of the contract documents shall be distributed, considered fluorescent bulbs match that of the building standard unless otherwise noted. GENERAL CONTRACTOR V) W or used in any way independent of the complete set of documents. r 1 SOUND PREVENTION: To prevent sound transmission along the exterior window, provide a tight fit neoprene NORWEST CONTRACTORS �J CONTRACTOR AND SUBCONTRACTORS SHALL BID THIS PROJECT PER PLANS AND SPECIFICATIONS: Substitutions are closer to glass and closer to mullion at all exterior windows. Add caulking if necessary to prevent sound Ll_i not permitted and will not be reviewed by the Tenant Representative unless the Contractor has first obtained transmission. 4820 SW SCHOLLS FERRY RD W i-- approval of the Tenant Representative directly. If such an approval occurs,the Contractor shall be responsible PORTLAND, OR 97225 Q ~ CO for any costs associated with a proposed substitution. Such costs included, but are not limited to, the Tenant FIRE EXTINGUISHERS: Provide a portable fire extinguisher with not less than 2-A or 2-A l OBC rating within 75 feet Representative review and additional design costs. travel distance of all portions of the building, both during construction and upon completion. Refer to plans. DEFERRED SUBMITTALS 503-292-6266 O W N Verify final location. MECHANICAL CONTACT: GEORGE SHRADER N. SUBCONTRACTOR DOCUMENTS:Any documents in this set which has been prepared by any subcontractor, ExCL O� Tenant Representative, and/or sub-consultant who is under contract directly with the Tenant and/or Contractor is EXIT DOORS: Every required exit door shall be operable from the inside without the use of a key or any special ELECTRICAL (...) included in this set for the purposes of reference and coordination only. Architect and Tenant Representative effort or knowledge. Special locking devices shall be approved type. All doors shall have lever type FIRE SPRINKLERS BUILDING OWNER T D Z disclaims all liability to the drawing and construction of the improvements or systems it depicts. accessible operation. FIRE ALARM = U 0 I--DO NOT SCALE DRAWINGS: All written notes and dimensions govern. EXIT SIGNS: Provide illuminated exit signs as shown on the plans and as required by all relevant codes. LOW VOLTAGE PACIFIC NW PROPERTIES � 0 QZ 0 Coordinate exact placement with Tenant representative. EGRESS ILLUMINATION 6600 SW 105th AVE, SUITE 175 —I Z LLJ W CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS: The Contractor shall be solely responsible for PLUMBING BEAVERTON, or 97008 > ( construction means, methods, techniques, sequences, and procedures required for the safe execution and SMOKE DETECTORS: Contractor designed. Provide as required by plan and by code to match buildingQ Q W D completion of the work. The Contractor shall be responsible for coordinating the work between the trades. The standard and to be tied into the base building life safety system by qualified contractors. Coordinate exact 503-626-3500 W CO Contractor shall supervise and direct the work using his or her best skill and attention. Unless specifically noted, placement with Tenant representative. W > ....> 0 the Contractor shall provide and pay for all labor, materials, equipment, tools,construction machinery, m transportation, and other facilities or services necessary for proper completion of the work. SHOP DRAWINGS/SUBMITTALS SHALL BE REVIEWED BY CONTRACTOR &TENANT REPRESENTATIVE PRIOR TO O Q ACCEPTANCE: Shop drawings shall be submitted to the designer from approval prior to ordering, purchasing, V) >_ L. ) O fabrication or installation of any materials, products, equipment, or systems required by the work. No portion of CX O G D — No the work requiring a shop drawing or sample submission shall be commenced until the Tenant Representative has REVIEWED FOR CODE COMPLIANCE Z D reviewed the submission. All material shall be new and shall be installed in strict conformance with all ,�/ q manufacturer's written instructions and/or recommendations unless indicated otherwise in drawings and APPro�di i '! �1 \ (— specifications. All such portions of the work shall be in accordance with review shop drawings and samples. It is OTC= I I.�� �'L"C (,t ti < the Contractor's responsibility to review submittals for compliance with plans,specifications and details prior to Permit#. submitting to Project Manager/Tenant Representative. �� `G'J� "� 0 VICINITY MAP NOT TO SCALE SITE PLAN NOT TO SCALE Address: __-'—= A__ 2 m THE CONTRACTOR SHALL PRESERVE THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGE TO AREA OF WORK: UG O Q A) The Contractor shall exercise extreme care to avoid damage to existing structures within area of work, and any J and all surrounding areas effected by the work. a By: Date="�, �j B) The Contractor shall patch, repair (including paint) or replace any of those items listed in subparagraph (A) bove, that have been damaged, as directed by and subject to the satisfaction of the Tenant Representative. 15 The Contractor shall bear the total expense for and shall repair, to existing condition, any damage to existing construction, equipment, or improvements not indicated in the drawings or specification to receive alterations, 3 OFFICE COPY additions, or removal. All patching, repairing, and replacing or materials and surfaces cut or damaged in 1co execution of work shall be repaired with applicable materials so that surfaces replaced will, upon completion, Crew a - - - - match surroundingsimilar surfaces. �� Z - - - - Cemete Cemetery � o 0 ' u . .: 94W c c c c c c c c c c g 3 c c c c c c'S / � � CONTRACTOR SHALL NOT DISRUPT EXISTING UTILITIES: The Contractor shall take care not to damage or disrupt ['vie r` - PortlandK / existing utilities,while excavating, grading, and drilling or digging during construction. ' �$ " x.,-e.�.t s- r> .. - -_ PIIPPfr, EB CONSTRUCTION SCHEDULE: The Contractor is to supply the Tenant Representative with a construction schedule to .* a " .: 1 '" �; / A�. allow for efficient exchange of information and construction observation. Contractor shall conduct weekly �, ., =rja � � :. + —� construction meetings with the building management and the Designer. •► � ' " SITE i, ,,,,,R1,�� � NORTH - - . 5 , 1 .°�s, $, ,,,,, N 4y 4 ' ..7" n -, 1 v ,• / DRAWN: ksm \I�1 2. CONTRACTOR RESPONSIBLE FOR COORDINATING TENANT SUPPLIED FIXTURES, FURNISHINGS AND EQUIPMENT: The GRA .1,''',,P,,, " ° "W ,;" �'t < * ' : ' ' „,r. T4141 ,, ,, x g BEVELAND CORPORATE CENTERContractor is responsible to ensure that all requirements for and coordination of Tenant's equipment is provided. F , ° A CHECKED: MJ The Contractor shall verify the size, location, openings,and characteristics of all work and fixtures,furnishings, and � x ', ` a �°' v Aa souT►swrzr , ' 7650 SW BEVELAND STREET — „: equipment to be supplied bythe Tenant or others with the manufacturer or supplier before startinganyt-` �' � x` EXISTING BUILDING c• pp pp DATE: Oreton - ,, m ,' construction related to said work and/or equipment. ' � `' wo- ;'te4 � clan TIGARD, OREGON 97223 — ' ,,q, Conenun / a +:. � is r ��� � :. � ' , ,✓ ' „ at , Cndie9e-Sylv�ia / = - --- �. - ,v 4. , ' -,„ , . PERMIT SET 8 JUNE 2016 SITE OPERATIONS. The Contractor shall confine operations at the site to the limits of work shown herein. Such . * * ,, r; , ft ..�„ ,; - : 7 a t s m / operations shall be limited to those permitted by laws, ordinances, permits and the contract documents. The : ,. x • lttiv °P / Contractor shall not unreasonably encumber the site with materials and/or equipment. The job site shall be kept - ,- `' W. ' j ;:. ; ` i (� c t --**,1/4. o x x __ �'?a__ _ -� _ _ , I � , I , clean and in an orderly condition, free of debris and litter. Each subcontractor,immediately upon completion of i;-_- �' ` ,.mom � ,�'�,�� � � each phase of their work,shall remove all trash and debris as a result of their operation. The Contractor is to y -. ,. -r! fi 1 - ' 1 / We coordinate exact construction hours of work with Tenant Representative for the duration of Construction. The ' 1 fig; - . � �`, 3 . '>� I -: X ;` / p .._._ :4-` �'' : '-.. Y AR ➢ ��. .,; re`Pt�y : �, � '/ Contractor shall avoid unnecessary disruptions to the functions and/or daily activities of the existing facility. �` € Galen 5t I}(��I j 0 °i° ! 0 c / , V� CONTRACTOR TO STORE MATERIALS IN ORDERLY FASHION: The Contractor shall store materials in spaces u fi �' u. south /'/ e- designated by Tenant Representative. Construction materials shall be spread out if placed on framed floors or �r - ' �� ;b _, x dor / roofs. Loads shall not exceed the design live load. ., S g it i0.; ,,� ,, i,7 ,-.Iv rn u., ":�`,; ., a. , .,i 4 ; s N�� i2'si 0, 'Z'l` � �"" : ,.. Westlake /r COORDINATE ALL BLOCKING AND SUPPORT REQUIRED FOR FIXTURES, FURNISHINGS AND EQUIPMENT: The .' t ` �' . Park CONSTRUCTION SET 4 ,q ., Lad4".. 'mss' f" 7 "G' '°;. ' Contractor shall coordinate and provide all blocking and penetrations required for the proper installation of all `' x , , ., , / cabinets, accessories, fixtures, furnishings, and equipment indicated on the drawings or in the specifications in ki R�. r°i : , `' V.r ,;' • _ ` <,:x." , /' .. g g ,� •: a v� r . :a, ,.2 � it• : � 41 COVER SHEET accordance with the manufacturer's instructions. This requirement includes items that are Tenant supplied. 2' " N- �� * ., 4' .<° s F 4 " `, t , " / _ 11`'' Keynotes 0 ca.CONTRACTOR RESPONSIBLE FOR DAMAGE OR LOSS ON SITE: When the Contractor accepts delivery of all items „� 1. ,w - i' *, /' noted on plans,whether in contract or not in contract, he or she shall be responsible for loss and/or damage to x •� 't° 4 4- '� f" -' ' / 1. EXISTING ACCESSIBLE PARKING STALL, AISLE AND SIGNAGE j". S -s5�- 3f3 "*v. KN+ 4t..0&,, 4��uS ' ':r+`:R`" / �,.. these items. All existing construction and landscaping not shown to be altered or removed shall be protected / ' SWMcD d:St 4t a"zS z r ' ei y. ,/ , from damage during construction. All material stored on the site shall be properly stacked and protected to -""" : prevent damage and deterioration until used. All work and equipment shall be cleaned to the satisfaction of the `, AP-"� ' �i 1 // Tenant before turningsame over to Tenant. Failure toprotect materials maybe cause for rejection of work. 4 �� � Ak t� =3"w .< Site Plan G1 • 1 ,, mir !{AIPfIY �. .. a/4 a*. .wg9..,rx.. i - .....^}1-� a ..a..�`"k�.+4 �e �".a41,k*'...W f.":3TfI.` '�1 / 0 25 50 100 ' • '",'. \\? f ' t N ` PATH OF EGRESS 4 , ` LOCATION OF EXIT ACCESS STAIRWAY OSSC 1009.3 ✓//// AREA OF WORK N EXIT ON FIRST EXCEPTION 4 ' ,�,N� //// ` ' CD CU ci FLOOR NON-RATED ' 1O //// ' V ! • LABORATORY U? m o ,7(7) EXISTING INTERIOR ',` EXIT STAIRWAY r �4 1,018 SF (6 C C OSSC 1022.1 / O/ / L co m Q. 1-HOUR RATED / #### tit i� t /// •` IF „_ . . ...... . . : _: : ,_: , ,,,, „, , ,,,, N.: tii NI • „ , �. 1111 o dr- 7' $ 4\ EU p 1- / Women's Healthcare Associates ,1 �/ 5\& • �; -� Do Administrative OfficesN0 IV' 00 44. 0 ' y,y LOBBY � `� ,a � �� '� O 7 �4)V N w •w PO 0 J � o 11 4 7 4 .„, / 11; f. �'11 MIMI MEI MEE Mil MEI MIN IIIIIIII MN MI NM SIM MEI MINI =II MIMI MN MN ME NMI MIMI MN MN NM MIMI MN 1=11 MN MIN NMI MN 7 I I tt t0 I9 ... ... .... sem n,._1 , __„..1 :::__..2 LI”___.-11 =:::, L::,.:5 0 aft iill 1 I I P 0 \ -- \ • IF FEC , `-_ _ _ e t t tt ,`� / 41111) vIni Illa I • MI 11Wil ill. iIll N ILI ! �9?6S/;fir rs�1 � t , / /1 01 c `/ J 1111 dei . . saw. Ilk .11 IN ii 0 \ii 7"/" C� w Q U - - - i - - o 0 C N o w LLJ Q i i ., CV 11( Li_ u)i-- 0,r•-• 11 U 0 . z i = U z HI O, _1 z w ui ii ce ilk 1 SECOND FLOOR EGRESS PLAN Z O NORTH O Q MPG 1 . 1 /8" = 1 '-0" OCCUPANT LOAD TABLE Fire and Life Safety Analysis FUNCTION OCC. LOAD OCCUPANT REQ'D PROVIDED Based on 2014 Oregon Structural Specialty Code (OSSC) ROOM # ROOM NAME (TABLE 1004.1 .2) GROUP AREA (SF) FACTOR LOAD EXITS EXITS 200 LAB BUSINESS B 943 GROSS 100 10 1 1 41111)400 Tenant Occupancy: B - Business (305.1 Laboratories) Toilets provided: Total provided in building: ppm. Full Floor Area (per BOMA) 19,158 SF (to face of exterior glass - excluding shafts Male: 4 toilets and 2 urinals 201 STORAGE BUSINESS B 70 300 1 1 1 only) Female: 6 toilets AREA OF WORK (LABORATORY) 1,018 SF Gross Lavatories provided: Total provided in building: Male: 5 lavatories Building Construction Type: V-A Female: 4 lavatories Occupant Load Calculation DRAWN: ksm Structural Frame 0 hr Occupant Area 1 ,018 SF Gross CHECKED. MJ Exterior Bearing Walls 0 hr Accessibility: Building meets current accessibility guidelines Function of Space Business Exterior non-bearing walls 0 hr DATE: Occupant Load FActor 100 gross (Table 1004.1 .2 Interior nopn-bearing walls 0 hr Total Occupants 11 PERMIT SET 8 JUNE 2016 Floor Construction 0 hr Roof Construction 0 hr X EXIT SIGN Fire Protection: Fully Sprinklered (OSSC 903.3.1 .1 ) -3 . -w 22 PATH OF EGRESS Fire Alarms: Yes Exit Travel Distance: May not exceed 300 ft - worse case is approx 150 ft DOOR LOCKED AT ALL TIMES. ENTRANCE WITH CARD Common path of egress not to exceed 100 ft IIII READER OR OVERRIDE BUTTON CONTROLLED BY RECEPTIONIST. FAIL SAFE OVERRIDE TIED TO FIRE ALARM CONSTRUCTION SET Egress Illumination: Per OSSC Section 1006. Means of egress illumination SYSTEM. DOOR ALWAYS FREE FOR EGRESS CODE PLAN level (emergency lighting) shall be at least an CONSTRUCTION LEGEND average of 1 fc and a minimum of 0.1 fc at any © DOOR ALWAYS FREE FOR ENTRY / EGRESS. 4 point measured along the path of egress at floor 1 I NEW WALL TO CEILING A2.2 level. The power supply for the egress lighting shall © DOOR ALWAYS FREE FOR EGRESS9 provide power for a duration of not less than 90 r / / / / / I NEW CASEWORK PARTIAL HEIGHT "WALL'A4.4 minutes and shall consist of either storage batteries sommumum EXISTING WALLG1 or on-site generator. • 2 E D REMOVE EXISTING WALL LIGHTING IS DESIGN/BUILD AREA OF WORK .4416. AREA OF WORK 0 ( 1 0 0 0 0 1 0� 0 0 0 0 ' • o •0 0 0 • o _� �► 1/4" L _` 1 N *�' m �, / N V a) c N N f+. ALIGN ` -1/ U .N / 2-2 ,r B a F-1 t13 M o l c as to J3" A 3.3/ 11'-0" / '' o 0 0 allk A3.3 l' D A3.3 - o ev D - �' co F-2 STAIR \\ i i ' o 1111 - '� S-1 -►- I 1 B • _ y -1 ---J E U I-----I LAB 250 4 0 �- U W //////////////////) //////////////////) P ' i , f I' ON S-1/ o Q 250 F-2 ;o D ,• 1 El: U N B A C � . � �t o � S-1/ r-i r---1 A322 �, 1 I a0 • ` F-1 1 it , , , A C L_--__ ` Zr) L -I I--_J A3.2II D 2'-2" / / / / / / / / iii / / �� ���� / •/ ❑❑ _ z LOBBY I " o 1 'O J W 200 n ' N R m w .1—.., ! 1 1 `^ 0251 D i N t��� 70; ��� AI 4,3 A3.2 o STORAGE 2'-1 1" 19'-0" o 251 '� // '`boU o e o 0 CZ UJ L J i i Ir-- v) LIJ 11661 - / \ n B Q w 4 LU A C Ce rZ w Cr) A3.3 O ce N ATI 4( CLLAB DEMOLITION PLAN LAB FLOOR PLAN 1 / � U Ooz NORTH NORTH () Z yr A2. 1 1 /4" = 1 '-0" mir A2. 1 /4" = 1 '-0" = a Q _I Q � � SHEET NOTES Q w CO O DEMOLITION LI__I W > o Perform demolition and disposal in accordance with All floor and wall demolition required to accomplish • DIMENSIONS ARE TO FACE OF WALL • PROVIDE SHEET METAL BACKING AS • SEE FINISH PLAN - SHEET A2.3 = CO V) codes, safety regulations, requirements of the mechanical, plumbing and electrical work shall be FINISH, TO CENTERLINE OF FRAMING, OR REQUIRED IN WALL FRAMING TO O Q EDGE OF CASEWORK AS INDICATED ON SUPPORT WALL AND CEILING MOUNTED • SEE ELECTRICAL PLAN - SHEET A2.3 0 authorities having jurisdiction and Building Owner. part of the Contractor's work, including restoration of >- �p areas to existing condition. PLAN CASEWORK, EQUIPMENT, DOOR 7 F— Completely remove demolished construction, unless TRACKS AND OTHER ACCESSORIES THAT �- • CLEAR DIMENSION ARE FROM FACE OF MIGHT REQUIRE SUPPORT. VERIFY ALL LLI ~ noted to salvage. Exercise care and prevent Cutting and Patching: The Contractor shall do all Q WALL FINISH TO FACE OF WALL FINISH LOCATION WITH TENANT REP. PRIOR TO damage to remaining construction. Restore cutting, fitting and patching of his or her work that CZ damaged construction to like-existing conditions at may be required to make its several parts fit together OR EDGE OF CASEWORK TO EDGE OF GYP. BD INSTALLATION. SEE 3/A2.2 0 no cost to the Building Owner or Tenant. properly and shall not endanger any work by cutting CASEWORK O m • PROVIDE NEW MANUAL ROLLER SHADES Q or otherwise altering the work or any part of it. All • DOOR AND RELITE DIMENSIONS ARE TO ON EXTERIOR WINDOWS IN AREA OF Salvage: Coordinate items to be salvaged with the patching, repairing and replacing of materials and CENTERLINE OF OPENING UNLESS NOTED WORK TO MATCH EXISTING ON SECOND Building Owner. Salvageable items shall become the surfaces cut or damaged in executions of work shall OTHERWISE. DOORS NOT DIMENSIONED FLOOR property of the Contractor only with Building Owner's be with applicable materials so that surfaces TO BE LOCATED 4" FROM FACE OF WALL • SEE PLUMBING FIXTURE SCHEDULE approval and shall not be removed for the premises replaced will, upon completion, match surrounding FINISH TO HINGE EDGE OF OPENING. BELOW until reviewed by the Building Owner. similar surfaces in both finish and color. Contractor shall provide trash receptacles inside and 111111)0110110 outside the building for use during demolition and PLUMBING FIXTURE SCHEDULE construction. Do not use existing receptacles on thepp.- premises. Fixture Manufacturer Model Bowl Size S-1 Elkay PSR1517 x 7-1 /8" DEEP SINGLE 12" x 12" x DRAWN: ksm BOWL 7-1/8" deep CHECKED: MJ Intergral Stainless22" x 16" x 10" DATE: S-2 steel sink and - deep PERMIT SET 8 JUNE 2016 counter CONSTRUCTION LEGEND F-1 Speakman SEF-1800-CA-8 WITH EYEWASH /4 . f I NEW WALL TO CEILING A2.2 F-2 Chicago 786-GN8AE3ABCP9 r / / 1 NEW CASEWORK PARTIAL HEIGHT "WALL'A4.4 DOOR SCHEDULE moommtio EXISTING WALL C D REMOVE EXISTING WALL Fire Door Door Door Frame Frame Frame Hardware CONSTRUCTION SET Door# Room Name & # Rating Size Type Material Finish Type Material Finish Group Comments FLOOR/DEMO PLAN Reuse existing door if possible. Match adjacent suite door 250 Lab 250 _ 36-94 Flush Wood Stain Knock- Down Steel Alumatone 01 and frame. Match existing hardware in adjacent Suite. Provide power and lockset for card reader access by tenant. Provide closer mounted on pull side. Knock- Down 1 251 Storage 251 _ 36-94 - - - Cased Steel Alumatone - Cased opening A2 • Opening I AREA OF WORK x x 41 irmi _____________: a 1/1 a a a aBill a 1i a a a a >J I " ° 0 ' 0 o 111 I I /- L I -- I j r L I cp a) N- r---r r----i I - ---- , :. _ Q 1 / / \ L r a� -v in 4 N- L- v -L. ch L---J L---J x x r---- r---� x x i / -LJ\ \ \ o / o C0'-0° STAIR // \I c� S-1 I U L___J L___J / / / ` \ - CN 1 o / --- 1 NN � � I / r— / ( = +- / 1 E � 0 � a L___J :352--(7FnF. . r---r r----i I LAB , L1.1 1250II I vi to2so \ g�-1" Il_ L___J N1 ,±,,,,,: \ No 49 0" V / r T .—CT-OD // FFEXISTING CEILING TILE AND GRIDF C NI F TO REMAIN THROUGHOJT AREA 1F' OF WORK ' VrN / -- --- --- �� ` ��� LOBBYI _ \< \- z` 200ci 4-4 �1. ' N � — — _ � I \ _; VAN IILI ' f fl. .1_LC_ / / I � Y d I I -i _4 251 U / / I ��y j� ��� ,rift 4‘ ___J L___J STORAGE 1 / / 1 `Ili 1 1 I � I /� 251 // \ �II 1 - � \\ 7/I U i o O w I (g---ID , F— Z C/) w \ Toi \ 1nlU w W '— W n ICE N Au r -I SECOND FLOOR REFLECTED CEILING DEMO PLAN SECOND FLOOR REFLECTED CEILING PLAN o _ Fe_ ' ' NORTH NORTH oe (,) Q` mir A2.2 1 /4" = 1 '-0" Itp A2.2 1 /4" = 1 '-0" U O o z 1911 = Uz0 CEILING FIXTURE LEGEND ~ Z J O J Z w w Q � "-' O NEW 2'X4' LED DIRECT/INDIRECT w m LIGHT FIXTURE - (AVANTE 2AVL) W > 0 I m (/) Q I ^ I EXISTING 2'X4' RECESSED LIGHT FIXTURE L7/ o J - IN EXISTING LOCATION TO REMAIN , .moo \ Z o M AL STUD BRACE, �/ '-0" O.C., BRACE TO I1-- --; DEMO EXISTING FLUORESCENT RECESSED UJ F— �' STRUCT.- ALTERNATE SIDES '1�____ LIGHT FIXTURE O / - CONTINUOUS 20 GAE 0 °_c i/ TRACK - CONNECT fm E® EXISTING RECESSED LED DOWNLIGHT Q �/ THROUGH CEILING TO ALL PARTITIONS ARE TO BE TOP TACK OF WALL CONSTRUCTED IN ACCORDANCE FRAMING WITH THE REQUIREMENTS OF THE 1111111111111H11111111111 l l l I 1 )) I , f z:I l I SPECIFIC MATERIALS tillb MANUFACTURER AND INDUSTRYILLUMINATED EXIT SIGN - CEILING AS SCHEDULED STANDARDS. N CEILING MOUNTED SEE REFLECTED CEILING PLAN BLOCKING IS REQUIRED AT THENWALL SWITCH W/ OCCUPANCY liii 41 09250 16 GA 6" MIN. STUD AT FOLLOWING LOCATIONS: WALL S SENSOR . BRACE LOCATIONS; REF NEOPRENE FOAM TAPE - PARTITION TYPES MTD. CABINETS, ACCESSORIES, • ti CONTINUOUS EQUIPMENT, DOORSTOPS, __ - _-_ EGRESS LIGHTING - VERIFY WITH PARTITIONS & ACCESSORIES ANDHOLD-OPENS, TOILET ROOM ) DESIGN/BUILD LIGHTING DRAWINGSii1000011°‘ DRAWN: ksm CUT AND BEND FLANGE, TYP. SOUND ATTENUATION OTHER LOCATIONS AS REQUIRED BY CHECKED: MJ BATTS (OMIT @SIM.) MANUFACTURER SPECIFICATIONS E9'-'!D UNLESS NOTED OTHERWISE - DATE: V ' 4i F ` OR INDUSTRY STANDARDS. 3 5/8" METAL STUDS CEILING HT IS 9'-1" AFFOPERMIT SET 8 JUNE 2016• SECURE BACKING STUD TO 3 STUDS MIN. EXTEND EXISTING SUSPENDED CEILING TILE AND , 41 FULL LENGTH OF WALL AT CABINETS OR GRID TO REMAIN THROUGHOUT AS SHELVING. COORDINATE LOCATIONS WITH �� SHOWN. REPAIR GRID AND REPLACE HANDRAILS, CABINET WORK, DOOR HARDWARE, 5/8" TYPE "X" GYPSUM DAMAGED OR STAINED TILES AS �1, EMERGENCY LIGHTING REQUIRED. WALL MOUNTED EQUIPMENT, ETC. IP- � BOARD EA. SIDETYPICAL BACKING NOTES: . OSSC SECTION 1006: MEANS OF EGRESS FOR BACKING PLATE FOR MISC. ITEMS (i.e. SURFACE MOUNTED ITEMS) WITH MAX. WALL � I ILLUMINATION LEVEL (EMERGENCY LIGHTING) HEIGHT OF 50 lbs.: ��. r— BASE AND SHALL NOT BE LESS THAN 1 FC AND A MINIMUM USE 6 INCH, 16 GA. HORIZONTAL TRACK (OR PLATE) NOTCHED AT EACH STUD. ANCHOR TO WALL STUDS WITH #12 SELF TAPPING SHEET METAL SCREWS, (3) PER STUD. 4�� FLOORING AS OF 0.1 FC AT ANY POINT MEASURED ALONG �� SCHEDULED THE WALKIATH NGOF EGRESS SURFACE ALONG TT OR LEVEL.AT RE PATH OF CONSTRUCTION CONSTRUCTION LEGEND CONSTRUCTION SET FOR BACKING PLATE FOR MISC. ITEMS (i.e. SURFACE MOUNTED ITEMS) WITH A WEIGHT �;-- GREATER THAN 50 lbs. BUT NOT EXCEEDING 2000 lbs.: EGRESS - SEE SHEET G1 .2. THE POWER SUPPLY 4 CEILING PLANS USE 6 INCH, 16 GA. HORIZONTAL STUD NOTCHED AT EACH STUD. WELD TO EACH VERTICAL ACOUSTICAL SEALANT FOR THE EGRESS LIGHITING SHALL PROVIDE I I NEW WALL TO CEILING A2.2 STUD WITH A 1/16"X 2" FILLET WELD ON BOTH SIDES OF THE STUDS. ALSO WELD BOTH FLANGES POWER FOR A DURATION OF NOT LESS THAN 90 �7 OF HORIZONTAL BRACING TO WALL STUDS WITH A 1/16"X 3/8" FILLET WELD ALL SIDES. Y / / / iii NEW CASEWORK PARTIAL HEIGHT "WALL' MINUTES AND SHALL CONSIST OF STORAGE �4•/ WALL TO CEILING BATTERIES (BUILDING DOES NOT HAVE A GENERATOR). EXISTING WALL \A/ALL BLOCKING \4'\ \3 C D REMOVE EXISTING WALL A2 . 2 A2 2 1 H = 1 '—o" ,^‘2• 1 1 /2" = 1 '-0" LIGHTING IS DESIGN/BUILD AREA OF WORK N. i AREA OF WORK i i modi i 1 1 Iiimui P I I I 1 II L / 0 O 0 0 0 I - . 1 111 " I 1 ) 1' la • ► c7► Q ,'1 t +44 -A ■_ C L � 6 I ( l +38"H B 1 - U)0 0 ,c. R ; t A o n LO / �� 2 A O Q =' = m / PANTHER Q N �; Ded. +38"H 2-0 m Q / 20A / )(21-0" tYp J o P 2 2 2 2 U i 1. = M M M 3 OMO Cir) U (.C)5 Y 1I1 6- / o C �4 N 7 / / / / / / / / / / / / / / / o N � / / / / / / / • STAIR STAIR O W xM T M M 6 co N 0 S-1 4 o S-1 rDD T m , + 1 + + + + o - i i p °. CLAB 1: I----� Z LAB j o � yr Al 250 %/////////////////Al RCFR. , 41 10 E L---1 a- 250 2,-0" N• W 25-i_ 250 - tYp'� :4:41111 M N L _ E U N t 1 1 _ 1 J / / / / / / / / / / / / / / 0,1 ■ Willi1111101.H°711/1 O O i : j'R R I■ SJ 4T$� ail= ��� Z��_ ��� 0 - LOBBY m 'i LOBBY m 0 ° S S o0 2 00 O 200 i 200 4 - �- + + + ow iIIII II lir HOOKS FF nnnnnn M1 Y ;:".8 Y a1 1 X251 0 n noon1111"I X251 Z �� 1 - S �w EE REFR. j�� STORAGE o v STORAGE 1 M 1 AA • .� _ U I 251 I ■0 251 R E=R. G F Coco 1 I I BB VITROS- H NITROS 3600 E o L J I L J REFR. 1 r -1 O LJJ 1 1 350 2 01 ' ' 2 ami < (/) 1-- - I = 2 a- :_ L- ,iho cf) V) LLI \ / EN n1 rir� 1 I \ / n ,,_ -. 'ea'Ivro■- _ fir 1 -Ara: - ' - 1y y4II - - - u ILE C w O � N (Nr,;,. ilk i LAB FINISHES PLAN Allt 1 LAB ELECTR I CAL PLAN U o a z NORTH - NORTH = U Z O Mir1 /4 = 1 -0 mr / 1 /4 = 1 -0 o Q O Q ICI Li L m LAB EQUIPMENT SPECIFICATION LAB EQUIPMENT SPECIFICATION CARD READER SECURITY LL1 w o POWER BTU'S/H Required POWER BTU'S/H Required ACCESS POINT - CARD READERS Z ITEM REQUIREMENTS DIMENSIONS R Clearance DESIGNATION ITEM REQUIREMENTS DIMENSIONS R Clearance TO BE PROVIDED AND V) 0 0 INSTALLED BY TENANT'S - �" .p - A Hologic Panther Dedicated 20 amp 48"W x 32"D x 69" 1878 SECURITY CONTRACTOR - GC z O I--- circuit H 36" per side p Blood Bank Centrifug 14"W x 21"D x TO PROVIDE POWER AND L U I- 8.4"W x 16.1"D x 10"H COORDINATE WITH DOOR Q B Panther UPS with panther 12.8 H18.5Wx16.5"D x HARDWARE.. Q Main printer/fax C Panther Printer (Counter 12.5"W x 18"D x 8" 18"H O •r to p) H Affirm Microprobe A Q Dedicated 30 amp R Processor (2 10"W x 10" D x 6" LAB EQUIPMENT AND D Nitros 3600 power line with UPS, 83.5"W x 33.5"D x 6130 analyzers) (Counter top) 120 VAC +/-10% H (x2) DESIGNATION. REFER TO LAB side �� �� EQUIPMENT SPECIFICATION 18 nominal 200-240V AC 65.5"H " perAffirm Lysis Block (2 4.25"W x 3.5"D x SPREAD SHEET TO THE LEFT. E Vitros 3600 UPS S analyzers) (Counter top) 120 VAC +/-10% 7.5"H (x2) F Vitros 3600 Printer T Microscope (Counter top) 120 VAC +/-10% 7"W x 16"D x 17"H 1 Dedicated 20 amp, U RPR Rotater (Counter top) 120 VAC +/-10% 8"W x 9"D x 9"H nominal 100-120V or Ar/IPP' G Vitros 350 200-240V; single 45"W x 28"D x 4100 V Vortex (Counter top) 120 VAC +/-10% 5"W x 7 "D x 5"H Urine Centrifuge (Counter �� ., � CONSTRUCTION LEGEND phase AC at 47-83 Hz 68"H 12" per side W g 15"W x 13"D x 4 8.5"W x 16.25"D x top) 14"H I i NEW WALL TO CEILING A2.2 DRAWN: ksm 6.7"W x 10.7"D x 9 H Vitros 350 UPS 13.5 H X Clinitek (Counter top) r / NEW CASEWORK PARTIAL HEIGHT WALL A4.4 CHECKED: MJ 14.25"W x 13"D x 100-240 V 6.2"H \ I Vitros 350 Printer13 "H 23.75"W x 23.5"D x EXISTING WALL DATE: Y Undercounter Freezer 110-240 V 33.5"H PERMIT SET 8 JUNE 2016 3-wire AC outlet, 30"W x 31"D x38"H 6" per side, 1.5" _ REMOVE EXISTING WALL J Coulter DXH Counter to single phase power, 1775 in back Z Glass Door Refrigerator 1 31.5"W x 18"D x ( p) 90 to 264 110-240V 71"H 545 supplying Vac at 48-62 Hz. AA Glass Door Refrigerator 2 31.5"W x 18"D x New Exist. 8.5"W x 19"D x 8" 110-240V 71"H 546 K Coulter UPS H 31.25W x 23.5"D x 0 ' WALL RECEPTACLE DUPLEX BB Refrigerator w/Freezer 110-240V 71"H 547 4 L Coulter Printer 16.5"W x 19"D x WALL RECEPTACLE FOURPLEX 17 H CC New Refrigerator for send 29.75"W x 31.4"D x j T WALL RECEPTACLE SIGNAL/DATA Coulter Computer, outs 110-240V 66"H CONSTRUCTION SET M monitor and keyboard (on 13"W x 15.5"D x DD Biohazard Bin 19.25W x 24"D x c9 Q JUNCTION BOX top of computer) 3.5"H 22 H (CI) (1) DEMO RECEPTACLE ELECTRICAL/FINISH 8.5"W x 20"D x EE Biohazard Bin 19.25W x 24 D x PLANS N Coulter Compressor „ 22"H 8 FLOOR MOUNTED JUNCTION BOX 14.5"H Large Blood Centrifuge 15.5"W x 27"D x FF Specimen Bins 24"W x 15"D x FLUSH FLOOR MOUNTED COMBINATION O Hettich 320R (Counter top) 115-127 v 13"H 48"H POWER AND DATA OUTLET HEIGHT OF OUTLET FROM FF TO A2 . 3 +44"H CENTERLINE OF OUTLET. HEIGHT TO BE 18" UNLESS NOTED OTHERWISE. "H" - HORIZONTALLY ORIENTED SYMBOLS LEGEND ABBREVIATIONS g N @ AT / ✓ CENTER a VA ON DIRECTION OF GRAIN ON WOOD OR «` s N AFF ABOVE FINISHED FLOOR / LIGHT ,m*, Q) , N APPROX APPROXIMATE WOOD LOOK PLASTIC LAMINATE w— \ p �o SWITCH ,o U c/) m o u) ACT ACOUSTICAL CEILING TILE '--`" BLDG BUILDING OUTSIDE /� GLAZING , BOT BOTTOM WALL L a o a CL, CENTER LINE \ CORNER 0 ¢ 1.0 CLG CEILING WALL MOUNTED VISIBLE % CLR CLEAR (AND AUDIBLE) ALARM (VA) yj STAINLESS STEEL • CONT CONTINUOUS +" c.0 CPT CARPET MISC EQUIPMENT MOUNTING HEIGHTSds (:)._ N,N1 DIA or Q DIAMETER DTL DETAIL 1/4" = 1'-0° BOBRICK N -1 . -5 000DR DOOR B-72974 AT U- _ EA EACH TOILET ROOMS BOBRICK E �_ 0 I ELEC ELECTRICAL B-2621 AT ALL BOBRICK B-5806x18 INTERIOR ELEVATION GENERAL NOTES0• �- w OTHER SINKS 818615 B-5806x36 (/) f- - c EQ EQUAL BOBRICK B-5806x42 1 . PROVIDE SHEET METAL BACKING AS REQUIRED TO SUPPORT 01 O EXIST/EXG EXISTING B-2888al- WALL AND CEILING MOUNTED CASEWORK, GRAB BARS, E 0 N - FE FIRE EXTINGUISHER �, i • L. -l- p 0 o RAILINGS, EQUIPMENT, AND OTHER ACCESSORIES THAT 0 00 CL FEC FIRE EXTINGUISHER CABINET oz o = LO REQUIRE SUPPORT. VERIFY LOCATIONS PRIOR TO GYP BD FF FINISH FLOOR l INSTALLATION. COORDINATE REQUIREMENTS FOR INCREASED FIN FINISH METAL STUD GAUGES. `��' ` Q9 FLR FLOOR TOILETPAPER ER PAPER DISPENSER TOWEL DISAP PENSER ENSER (GB)GRAB BAR �� Z`� `�� FO FACE OF 2. FIXTURE AND DEVICE SYMBOLS ARE FOR MOUNTING HEIGHTS L....13.. (TPD) (PT) (SD) ONLY. SEE PLANS AND INTERIOR ELEVATIONS FOR A ci C3 FDIC/OFCI FURNISHED BY OWNER, m 0 INSTALLED BY CONTRACTOR BOBRICK LOCATIONS. Y a FOTO/FIO FURNISHED BY OWNER, B-1658 2436BOBRICK 42"� <i,jOa kQ' INSTALLED BY OWNER FOF FACE OF FINISH BOBRICK B-505 x`14 ^ -'' 36"—T WxH B-221 PASS-THRU FOS FACE OF STUD/STEEL w '12 f �l 2 > w BOBRICK CASEWORK GENERAL NOTES U FR FIRE RESISTIVE Q U U SCD Q B_270 J GA GAUGE : UJ S"R - "' 0 LCi GWB, GB GYPSUM WALLBOARD b LUN No °� ` 1 . CONSTRUCTION: 3/4" PARTICLE BOARD WITH FLUSH v) HC HANDICAP T; OVERLAY DOORS AND DRAWER FRONTS. FILLER PANELS AND Z HORIZ HORIZONTAL MIRROR TOILET SEAT SANITARY SPECIMEN GRAB BARS „ GRAB BARS SCRIBE STRIP AT CORNER DOOR LOCATIONS TO BE 3/4" < U --18 - MAXIMUM. SPACING ALLOWANCE OF 1/8" MAXIMUM L LOCK COVER NAPKIN PASS-THROUGH Lu MATL MATERIAL DISPENSER RECEPTACLE - (PASS-THRU) BETWEEN ALL DOORS. WHERE OVERHEAD CABINET ENDS ARE I- MAX MAXIMUM (SCD) (SNR) EXPOSED RATHER THAN ENCLOSED BY WALL, A ONE PIECE W w CO FULL PANEL FLUSH WITH THE BOTTOM OF THE CABINET DOORW N MECH MECHANICAL Q O ce N MN MINIMUM TOILET ACCESSORY MOUNTING HEIGHTS FACE TO BE PROVIDED. OVERHEAD CABINETS TO BE 1'-3" � Ii-- r• MMETAL DEEP. PROVIDE 4 BACKSPLASH EXCEPT AS NOTED IN PLANS. ! ` O 0 �` NIC NOT IN CONTRACT 1/4"= 1'-0'• v z 2. HARDWARE: HINGES TO BE CONCEALED, SELF CLOSING = U Z O NTS NOT TO SCALE 3"x48" SATIN AND ADJUSTABLE. PROVIDE SILENCERS. DRAWER GLIDES TO 0 Q OC ON CENTER B-7672 BE FULL EXTENSION, BALL BEARING WITH 75 LB. CAPACITY Z ; LU OPP OPPOSITE STAINLESS B-7672 PLAM PLASTIC LAMINATE STEEL- SCREW o MFG. BY GRANT OR ACCURIDE. PROVIDE SATIN NICKEL < Q w O INSTALLATION FINISH 4" WIRE PULLS. w ; m PLY PLYWOOD w � 0 PT PAINT - �{ 3. FINISH: EXTERIOR TO BE PLASTIC LAMINATE AT ALL EXPOSED = m v) R RADIUS _ T1. SURFACES, INCLUDING FRONT OF CASING AND BACK OF O Q RB RUBBER BASE -oho BASE AS \ T DOORS. COLOR AND MANUFACTURER SPECIFIED IN FINISH V) LO 0 RCP REFLECTED CEILING PLAN SCHEDULED \ �_ REQ'D REQUIRED \\ SCHEDULE - SEE SHEET A5.2. INTERIOR TO BE LOW PRESSURE z (i.e.) SIM SIMILAR LAMINATE WITH MATCHING LAMINATE EDGE BANDING. W �-- SPEC SPECIFICATION FIRE EXTINGUISHER CORNER ROBE COLOR AND MANUFACTURER SPECIFIED IN FINISH SCHEDULE. Q CABINET (FEC) GUARD HOOK CA SQ SQUARE MP-10 EXTINGUISHGER. (CG) (HK) 4. DIMENSIONS: ANY DIMENSIONS SHOWN ON CABINET 0 STC SOUND TRANSMISSION CLASS LARSON SS-2409-6R 0 m ELEVATIONS FOR THE PROJECT OVERRIDE THOSE INDICATED (3_< ?,--- STD STANDARD SOLID WITH VERTICAL STOR STORAGE LETTERING CABINETS ABOVE. > -� STL STEEL TYPICAL EQUIPMENT SYMBOLS & MOUNTING HEIGHTS 4. CASEWORK CABINET DOORS AND DRAWERS TO BE STRUCT STRUCTURAL LOCKABLE AS NOTED IN DRAWINGS AND IN SPECIFICATION. SV SHEET VINYL = 1'-0" LOCKS DENOTED IN DRAWINGS BY THE WORD "LOCK". 111100.1111100. TS TUBE STEEL TYP TYPICAL 5. INDIVIDUAL CASEWORK DIMENSIONS ARE INDICATED ON THE UNO UNLESS NOTED OTHERWISE INTERIOR ELEVATIONS AND DETAILS. VCT VINYL COMPOSITION TILE • VERT VERTICAL 3" TYP. E ® E1 Aif"fr 6. SHELVING SHOWN DASHED WHERE CONCEALED. VFY VERIFY it - W/ WITH I I I p 'o p .b E j ®— b T 7. PROVIDE FILLER PANEL AT ALL CASEWORK/WALL DRAWN: W/O WITHOUT o0z 00zo0 °0z INTERSECTIONS. ,� � *� CHECKED: MJ WD WOOD TYPICAL SPACING ABOVE COUNTER ABOVE COMBINATION DUPLEX DOUBLE TELEVISION LIGHT SWITCH DATE: BETWEEN DUPLEX COUNTER TELE/DATA RECEPTACLE DUPLEX OUTLET ELECTRICAL RECEPTACLE DOUBLE OUTLET RECEPTACLE PERMIT SET 8 JUNE 2016 OUTLETS AND DUPLEX RECEPTACLES RECEPTACLE TYPICAL ( UNO) ELECTRICAL/MECHANICAL DEVICE SYMBOLS & MOUNTING HEIGHTS 1/4" = I-0" CONSTRUCTION SET MOUNTING HTS A3 • 1 r8 \ A4.4 / ROBE HOOKS BOBRICK B-670 PLASTIC LAMINATE ..6‘4.9 / ON 3/4"x6" P. LAM BOARD CLOSURE PANEL P.LAM. CLOSURE TO CEILING PANEL 3 • › rn CABINET PROVIDE J Q OUTLETS IN BACK OF . \ - VJ M O 1p . • • • • • ACCESS TO PRINTER OPEN TO • OPEN TO �, �; � _ • \ CABINET LAB STORAGE . m CL u0 ---�---- \ :. GROMMET IN • . - . .. - .. 0 • • SIDE OF CABINET • .• . TO ACCESS ® ® ® manan \ • CC CC Z.,.A.J___•Frf.. ... . . 2.6. . 72" • • • . �, f . • o POWER • • -+- o, . . / :.'' • PENCIL . • U• FF ., NDRAWERS 1 \ \ • • r•-•••• a. - _ • • E;.. . . : . • -f--- U I I—��I V__ I _, I U ' / WRUBBER BASERUBBER BASE RUBBER BASE •— / 36" 30 OPEN SECTION THROUGH .c 0 } CASE OPENING CLEAN COAT E U N t t • L--- d- ® O A: NORTH B: EAST 3 2 C. SOUTH /1, 1/ D: WEST CABINET 0 a° Cl.. 11.0 1 INTERIOR ELEVATIONS - LAB 250 A4.3 A4.3 ,N4.� ks,ffiJ , o A3 2 3/8" = 11-01111\ tl. " J ;W aA „, c., EA a </,'0 f) `\‘''.(....) APRON TO COVER BACK 0 OF PENCIL DRAWERS JE w // - ... . . , .. . // V) 111 OPEN TO / / / / / / / Q / • / w LAB • I— OPEN TO c UJ• • ' LAB • .• H • : . : . . � w � : A4.3 22Wx S.S. WALL CAP BUILT-UP P.LAM. SPLASH :: : < 0Lu NI 1- :_ : . . • 21.3Dx EDGE OF S.S. : .. .• . r , cm O. W.S. 22.7Hx COUNTER : . . P. LA . P. L •. . . : •• P. L v 0 Q z . • . 56 lbs ,,,,,,,,,,,,,,,,,,,,,,,,„,,,,,,,,,,,,,,,,,,,,,,,,,,,,, P.LAM. WINDOW SILL fILL TW/OW SILL W I�� W S I_L = U Q 0 . • • •- 913/16 . • • 4 �, 7 N _J Z w d KNEE N T . • . . . • . , . . . .. . . , . . , . T • Q --1 Lu wm0 y N4 SPACE I : • W Q J t f.. .. 1 I = CO P.LAM. CABINET LEG FINISHED END OF. O SPEED BRACE 21” X 24"@ 24"oc SINK CABINET 1---67" - 3 EQUAL 73" - 3 EQUAL LO 0 ALIGN WITH DEPTH PULL OUT TRAY P.LAM. CASEWORK WALL BEYOND A: NORTH OF CABINET BEHIND — C: SOUTH Z 0 1 2 1 0 RUBBER BASE 4 \ RUBBER BASE i 4 RUBBER BASE W I— •- INTERIOR ELEVATIONS LAB 250 A4.3 A4.3 A4.3 \4.3 rz 0 0 cQ) / \?_, 3/8" = 1'-0" 1110)tilltil'OBI OPEN TO OPEN TO OPEN TO DRAWN: LAB LAB LAB DRAIN PIPING FROM CHECKED: MJ _ _ EQUIPMENT TO SINK S.S. WALL CAP S.S. WALL CAP TO RUN THROUGH BACK DATE: OF CABINETS - VERIFY WIT FINISHED END - TO FLOOR FINISHED END - TO FLOOR EQUIPMENT PERMIT SET 8 JUNE 2016 • J P.LAM. END OF P. LAM. WINDOW SILL W T • P. LAM. WINDOW SILL M P.LAM. END OF BOOKCASE 0 R R W.S. •iry/ X gryter W.S. BOOKCASE I�./��ali/i��i��iiiiiii��iiiii/i i/i�ii�i�ii��iiil r�i��i�il io���' � i�i/�1iU/ �� vii�i�i ��1 /iii/l,r tli�i�Tlizo/ /i irirrii /77,,,,./(„z„„„,„77-,) v�iiiii�ii// i�i/o7i�ii/iii,✓i iaiiiii n ./„.,„iiiiiii�nii,/iii„/„/iii } 1, \ r \ \ JJJ rrryyy 00 00 00 0o I r oo * oo`/ oo00 oaf- oo , I� \ , 1 KNEE N : / •--N : I I r - RUBBER BASE =-r----=e---r--= SPACE -fit - of - Y - N KNEE N N - L - _K ' ` L �1 `V RUBBER BASE LIP IT. -,1- -_,--___ ___ __= t co - =—= ,—_ , I i I _ ,� CONSTRUCTION SET 15 1/4” 26" / 3 EQUAL I' 58" I� 15/1/4" / 181 SPEED BRAC _ACCESS PANEL PULL OUT TRAY 23" / 18" 4 EQUAL 30" 15 1/4" INTERIOR ELEVS P.LAM. CABINET WALL @ 24 oc TYP. �9 \ RUBBER BASE 9 RUBBER BASE 6 r1-1 \ (2,-- OPEN B: EAST B: EAST P.LAM. CABINET WALL D: WEST �4.� �4� ACCESS PANEL A4.3 A4.4 A4.4 A .6\_4.44.� 4.� 4.� �3 INTERIOR ELEVATIONS - LAB 250 4 INTERIOR ELEVATIONS - LAB 250 A3 . 2 X3.2 3/8" = 1'-0" A3.2 3/8" = 11-0" r12)6‘,4•. *3 N N „` 7 T // U / / / / / / o LIT, OPEN TO LAB BACK OF SPLASH EXTENSION m S.S. WALL CAP FLUSH _1 FLUSH TO WINDOW SILL 0 FINISHED END - TO FLOOR co BUILT UP P.LAM. END OF ./ P.LAM. SPLASH P. LAM. WINDOW SILL BOOKCASE 2" CLEAR .I : •• -. :. SD PT U cc) \ U W.S. P .S. ,, N //////iiia/ •l/o///'Iiia//, //////o//N///// viii/////////////////l/////////////�oio////i/'/i/a/ /� N . • : . �d-R �i C a_ h' KNEE � � N I N �ThL o Ln _ -� N - SPACE r -� --- __ - • n o co 0 i i a KNEE::: o • " o < O ' ``� - : - . , --- __ • • - SPACE . . col �- U I -/ - - ; U • () W73 oo I T� N -�- to SPEED BRACE SPEED BRACE c CN ACCESS PANEL7 LATERAL OPEN s O — 1 @ 24"oc TYP. 15 1/4" RUBBER BASE 3 Equal 42 FILE @ 24"oc TYP. 30 U N r`� r-l -- \ RUBBER BASE r--j� \ RUBBER BASE ....Y.- - L- d" o O i 6 \ DRAWERS � 0 00 CL � D. WEST P.LAM. CABINET WALL B. EAST - P.LAM. CABINET WALL A4.� EL.. sim \4.y A4. \4.3 INTERIOR ELEVATION - LAB 250 INTERIOR ELEVATION - LAB 250 ` ) `� 00 W�`� 94 A3.3 3/s" = 1'-0" �3� 3/8" = 1'-0" � �o � gw Yirs 103 (....) 40"� 56" DRYING RACKS: w METRO SMARTWALL G3 WITH METROSEAL 3 O Z - ••• • _ : •. j EPDXY COATED 14" DEEP ADJUSTABLE w ' • " . SHELVES OR APPROVED EQUAL U Lil OPEN TO Y W CY w CO LAB OF SINK - ' � •.• • . . - S.S. 6" HIGH INTEGRAL SPLASH w CV S.S. WALL b CAP 4 0E- N co • ' • • STAINLESS STEEL (S.S.) COUNTER EQ• III II E.Q. U W.S. , N � ... I. - . - -:. ; ; ..� . . i• .. = UZO Oy//JU///lUU///////l///////iN////////I/l///l//.Y//LU////I////i//U/i - - - k„ Q J Too I oo / �, / 4 I— Ci w w KNEE 'r/ 1" • _L--\- , ii INTEGRAL S.S. SINK < O SPACE '1" - N 1" • . . 'ICE: / \ -7- - -N— - -1(1 w O o d P.LAM. SUPPORT LEG D • ' ; m 4 --- \ / N W CO1 \ , , .....--_,_ , Q ACCESS PANEL P.LAM. SUPPORT LEG 30" /1 P.LAM. CABINET WALLRUBBER BASE C: 112 7� Z o � SOUTH A4.4 RUBBER BASE D: WEST L1J Q • �4.3 A4.3 /SIM 6 OPEN 3 INTERIOR ELEVATION - LAB 250 2 O A3.� 3/8" = 1'-0" Q J KV HEAVY DUTY 82 SERIES 110)0000. LOCATE STANDARDS AT STANDARDS AND SPACING RECOMMENDED 3/4" X 16" WHITE MELAMINE 182 SERIES 14.5" BRACKETS- BY MANUF. 15 / SHELVING, TYP. TITANIUM FINISH • . . - . OF DRAWN: . NUMBER AND SPACING .. . - OF : . . ': . •• • . . STANDARDS PER MAN CHECKED. MJ ' RECOMMENDATIONS DATE: : : .: \• \ \\ \\ \\ ::. • • • ; • : : • i� .. ' \ PERMIT SET 8 JUNE 2016 / / / / • • Ti• .1:• • / / / / / KEYED LOCK AT • • - .. : : - � ;. ... �. . .: .' .,. / 0 / 0 / 1/ EACH LOCKER • 1:. . 1 ''> :• 1.•• jel/ • . • - : •• - - • • • • ' ',:,. ] E s� � \ \ \ \ \ CV -. .• ,. A / / / -s • ; . . ' EE . • : ' . • :......,•:....... • / / / / CONSTRUCTION SET: • • . • • : ./ / / / . . . . " . •.. • . . . I . INTERIOR ELEVS 1 48" (4) EQ A: NORTH B: EAST C: SOUTH D: WEST (6\4..z. NORTH ELEVATION - STORAGE 251 A3 • 3 (4) 3 3/8" = 1'-0" 'I 2'-1" U.N.O. k { 2'-1" U.N.O. , S.S. CAP 15 1/4" U.N.O. 9----' r ) OMIT SPLASH POWER OUTLET WHERE OCCURSI 2'-1" U.N.O. LL I �' AT SIM. SEE PLAN Q BACKSPLASH WHERE OCCURS 1 /A .1/4„ 1(0-:° 13 P.LAM INTERIOR�\ \ r \ , �\ \ clear `°\ WIRE PULL, I - \ I min. AND SHELVES TOmN MATCH TYP. ] CASE EXTERIOR. a'o O ] w \ - 4. =-2\-WIRE PULL, I 3 N WIRE PULL, TYP. N TYP. �„ z DRAWER ON GLIDES z z N OZ ADJUSTABLE O ADJUSTABLE + ] ,� SHELF ON u>, w ) 0 SHEIVES U cV 1 \ w STANDARDS w w Q- w I w w O w w w 0 Co v, vi v> _ ..�. M w I , I 0 1 COE E BOOKSHELVES -,— U 0 w� > > > N N 75 ] O DRAWER ON 3" -I- c co w A/7 Ts 0 '_ GLIDES, TYP X7/ RUBBER BASEIs =s-r I Y RUBBER BASE1 c— 0 E o N 1 •- , X � �3 00 a. RUBBER BASE \ Xi in CASEWORK PARTIAL CASEWORK HEIGHT WALL, SEE PARTIAL HEIGHT SIDE PANEL BEYOND 0,9 �, ZN.. 4 4 O 9/A4.4 WALL AT SIM., CONTINUE FLOORING TO WALL- m w SEE 9/A4.4 NO BASE F. 1 BASE CASEWORK SECTION 2 BASE CASEWORK SECTION 3 BASE CASEWORK SECTION 4 BASE CASEWORK SECTION `��'iD!7 ��� A4.3 A4.3 - A4.3 A4.3 a 1 1/2"= 1'-0" 1 1/2"- 1'-0" 1 1/2"= 1'-0" 1 1/2"= 1'-0" s EXISTING EXTERIOR WINDOW GLAZING EXISTING EXTERIOR WINDOW GLAZING i / FACE OF GYP BD WALL AT SIM. (,._) I BUILT UP P.LAM. SPLASH BUILT UP P.LAM. SPLASH 2'-1" U.N.O.- 0EleJSEE PLAN 1 1/2" 1 1/2" � Z 2'-1" U.N.O. / / 2'-1" U.N.O. k WIRE PULL, w 2" GROMMET 2" GROMMET TYP. 4" HIGH P.LAM. Q U SPLASH AT GYP. BD. N 1 I WALL AT SIM. 1�f W 1 r 1 \ I \ iz w CO I -� t CASEWORK NOTES O c, CN ] Q 0_ I— P.LAM SILL OVER P.LAM SILL OVER i (rn_I.) O 1 . SELF EDGE IS TYPICAL, UNLESS NOTED EXISTING GYP. BD. SILL / EXISTING GYP. BD. SILL d WIRE PULL, OTHERWISE. U Z O V) I I w U) TYP. v> o Q O 0 I 2. TOP SET BACKSPLASH IS TYPICAL. Z w w ,-1:: 1 ADJUSTABLE < j j SHELVES j 3. RADIUS OUTSIDE CORNERS OF Q lco O ___ w ___ --� �� LU LU _J COUNTERTOPS EXPOSED TOW - 1 SPEED BRACE w -�' w w UJ > o 1 w ' w LL, PEDESTRIAN TRAFFIC. W 1� COUNTER SUPPORT LU w w = m c� ___ 1 N , LATERAL FILE DRAWER I I 4. MAGNETIC (TOT) LOCKS REQUIRED O0 C) w w SIZED FOR PENDAFLEX LOWER w ON LOWER CABINETS IN ALL EXAM — •.,_ „O POWER AND DATA Q 4 LU Q FILES LETTER& LEGAL SIZE CABINET Q AND PROCEDURE ROOMS, MAMMO 7 OUTLET WHERE OCCURS > MIN. > SIDE TO SIDE > L O 3” 3"3„ & WHERE NOTED. UJ RUBBER BASE Ii/ _., 1 1 5. P. LAM. ON ALL VISIBLE SURFACES - X/ TYPICAL. \ X , I O Q RUBBER BASE OPEN TO ALLOW ACCESS TO OUTLET CASEWORK PARTIAL HEIGHT WALL, SEE 9/A4.4 CAOBASE CASEWORK SECTION BASE CASEWORK SECTION 7 BASE CASEWORK SECTION 1 1/2"= 1'-0" Q.._'4.:31 1 1/2"= l'-0" A4.3 1 1/2"= 1'-0" 2'-1" U.N.O. t ADJACENT CABINET 1„ INTEGRAL 16 GA. 304 18/8 STAINLESS SEE ELEVATIONS ADJACENT CABINET SPLASH ON SIDE WALL SPLASH '1 _ STEEL COUNTERTOP ON 2, 2„ SEE ELEVATIONS I MOISTURE RESISTANT MDF 1�� \ BACKER BOARD „ - DRAWN: ksm 'r1„ Pi---) ', — CHECKED: MJ — __ —I L (,-,) PROVIDE 3" FINISHED k DATE: 1/2" RETURN 4OPENING BETWEEN PERMIT SET 8 JUNE 2016 CABINETS TO ACCESS r 7 \ -1. =:\—WIRE OUTLETS - VERIFY 24" PULL, N E PULL7-7 FRONT LOCATION z � z O PENCIL DRAWERS 0 PRINTER Q INTEGRAL SINK Q PROVIDE 3" FINISHED SEE ELEVATION Q POWER AND 22W x 21 .3D x > OPENING BETWEEN > DATA OUTLETS IN Lu w 22.7H x 56 lbs SIDE PANEL BACK OF O ❑ ❑ _� w CABINETS;TO ACCESS wcv ... ) BEYOND w OUTLETS - VERIFY w ADJACENT ❑ ❑ M C- O ❑ ❑ CO `) LOCATION N CABINET HEAVYODUTYFULLNCONSTRUCTION T CONTINUE W0 w SE EXTENSION GLIDES Ew RUBBER BASE CASEWORK DTLS FLOORING TO LOWER WALL- NO BASE > CONTINUOUS SPACE CABINET > AROUND BEYOND > CABINET X RUBBER BASE ON I� r \ FACE OF SIDE PANEL X \ �3„ \ A4 . 3 RUBBER BASE 10 BASE CASEWORK SECTION (--D BASE CASEWORK SECTION12 BASE CASEWORK SECTION A4.3 1 1/2"= 1'-0" 41 1/2"= 1'-0" A4.3 1 1/2"= 1'-0" SPACE FOR DRAIN PIPES FROM EQUIPMENT ABOVE TO SINK Ft- ' SPACE FOR DRAIN PIPES FROM DRAIN EQUIPMENT ABOVE TO SINKe- ) DRAIN EXISTING CEILING ,. 38" f 3 N �•, VERIFY DEPTH OF P.LAM. 1" 1" .. 1 '-3�� / CLOSURE CD C N CABINET WITH 3/4 — m z,. EXISTING ALCOVE PANEL �U (13 .N r, �- Y C 73 n `� O O O , 24" , T - r� Q u� WIRE PULL, ADJUSTABLE �-WIRE PULL, J -_ TYP. FINISHED OPENING . .1 TYP. SHELF i IN BACK OF CASE . (.0 ADJUSTABLE TO ACCESS PIPING I i U SHELVES FROM EQUIPMENT (2) HOOKS - N ABOVE COUNTER ONE EACH O a) ..,_ cr .) 2, co TO SINK DRAIN co SIDE IN FIXED SHELFcn EACH 5 0 c CO LOWER _ SIDE PANEL BEYOND COMPARTMENT --7 t �- U CABINET - w CONTINUE v, -�- c° BLOCKING TO BLOCKING TO FLOORING PREVENT ITEMS 3 PREVENT ITEMS FLOORING TO WALL- o i FALLING TO FLOOR ' NO BASE -1 -0E FALLING TO FLOOR i X T _ L. ' t" 0 0 _1' COAT ROD C3 00 a- LO XN WIRE PULL, TYP. CASEWORK PARTIAL \ CASEWORK PARTIAL - HEIGHT �RUBBER BASE �� ao SEE 9/A4.4 1 BASE CASEWORK SECTION HEIGHT WALL, CO CASEWORK SECTION c Z . A4.4 1 1/2"= 1' 0" .4 1 1/2"= 1'-0" J \w 0 M "o w GROMMET FOR _ Y PIPING - VERIFY b ��� �`� REQUIRED SIZE - - `t 'D� SPACE FOR DRAIN PIPES FROM SPACE FOR DRAIN PIPES FROM --- • EQUIPMENT ABOVE TO SINK EQUIPMENT ABOVE TO SINK WIRE PULL, TYP. DRAIN DRAIN 38" , 38" =� U o O w C) w —J4( U Lil W I_ PRINTER - 177 7 " HIGH -I UPS - 8.5" HIGH D0 Ce w CO 24" I 24" I , wCV CN 1 FIXED SHELF O i 8 X 8 FINISHED 8"X 8 FINISHED I OPENING IN BACK OPENING IN BACK _ I I U O 0 O� OF CASE TO - PULL OUT SHELVES OF CASE TO _ I I = U Z O ACCESS POWER r---- ACCESS POWER ----1 AND DATA OUTLETS ON HEAVY DUTY AND DATA OUTLETS IN CASEWORK FULL EXTENDION 1 _J Z w w ----ti GLIDES IN CASEWORK �____ I CO _ > WALL - - • WALL COMPRESSOR I / In _ o - 14.5" HIGH RUBBER BASE "-' O � w woo / , DRAWER ON VI = op v) BLOCKING TO - _ GLIDES, TYP BLOCKING TO r - O PREVENT ITEMS PREVENT ITEMS _ F-- FALLING TO FLOOR X- FALLING TO FLOOR X I 1 x X I A ls Z O 3.. 3„ UJ 1-- CASEWORK PARTIAL X-- _ 1 CASEWORK PARTIAL RUBBER BASE RUBBER BASE HEIGHT WALL, 5 BASE CASEWORK SECTION HEIGHT WALL, 6 BASE CASEWORK SECTION 7 LOCKERS 8 COATS m SEE 9/A4.4 A4.4 SEE 9/A4.4 A4.4 O 1 1a= 1'-0' 1 1/2"= 1'-0" A4.4 = 1 1/2"= 1'-0" A4.4 1 1/2" 1'-0" VARIES - SEE PLAN DEPTH VARIES- DEPTH VARIES- STAINLESS STEEL CAP 1111111* , , , , SEE PLAN SEE PLAN POWER OUTLETS WHERE OCCUR 0 1— ,- ,_i__ / , / P. LAM. COUNTERPPP'r--T—7' \ I , DRAWN: ksm ,, ADJUSTABLE CHECKED: MJ , \ CASEWORK NOTES SHELVES 1 THICK N SPEED BRACE COUNTER SUPPORT HEAVY DUTY ZO DATE: z / z ' 1 . SELF EDGE IS TYPICAL, UNLESS NOTED OTHERWISE. 1=� � O � � < PERMIT SET 8 JUNE 2016 < i > DIE WALL - P. LAM. ON ALL J ,l w EXPOSED FACES 2. TOP SET BACKSPLASH IS TYPICAL. - w w r---fir SEE 10/A4.4 FOR w r--- 3. RADIUS OUTSIDE CORNERS OF COUNTERTOPS EXPOSED TOOPEN UPPER N Lu % TYPICAL NOTES N I- i POWER AND DATA OUTLETS I I CABINET - P.LAM �, v, / � r WHERE OCCUR PEDESTRIAN TRAFFIC. INTERIOR TO MATCH ct > L___1, O o `"---/ b REMOVABLE PANEL TO ACCESS DOORS Q ,�- „ , N Q N 4. MAGNETIC (TOT) LOCKS REQUIRED ON LOWER CABINETS IN > I- Z 4 �f �% ELECTRICAL. ALL EXAM AND PROCEDURE ROOMS, MAMMO & WHERE NOTED. % ( _1 w —_ CONTINUOUS HORIZONTAL CONSTRUCTION SET E /,� r I d CHASE 5. P. LAM. ON ALL VISIBLE SURFACES - TYPICAL. 0 �1 f l .. J ,' I CASEWORK DTLS 13" U.N.O. N _ ,, 04, , ifil / I / L� L A4 . 4 9 DIE WALL CASEWORK SECTION to DIE WALL CASEWORK SECTION 12 UPPER CASEWORK SECTION A4.4 1 1/2"= 1'-0" A4.4 1 1/2"= 1'-0" A4.4 1 1/2"= 1'-0"