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HomeMy WebLinkAboutDevelopment Application CITY OF OAK PARK HEIGHTS o DEVELOPMENT APPLICATION 14168 Oak Park Boulevard J P.O. Box 2007 Base Fee: $400.00 .. $1000.00 / 44 a 8 959 7 ' Oak Park Heights, MN 55082 Escrow Amount: (651) 439 -4439 Fax: (651) 439 -0574 5701 Stillwater Blvd N Street Location of Property Legal Description of Property SEE ATTACHED Owner• . Name I .S.D. #834 - Still water Area Public School s -w Address: 1875 South Greel ey Street :. City: Stillwater , State: MN Zip: 55082 ty: __ ___.._ _ State: _ Telephone: (}-come) _ _ ___ (Business) - 651- 351 7 651 - 351 -8375 (Fax) (Other) Applicant: Name Rayl►lond Queener, Asst. Superintendent of Business & Admi nstrati ve Service Address: 1875 South Greeley Street City: Stillwater, State: MN ___._, Zip: _ 55082 _ -_ Telephone: (Home) (Business)._.__.__...__ (Fax) ....___...._.. (Other) • • Type of Request(s) Zoning District Amendment _ _ _ Home Occupation Conditional Use Permit•Am endment Site Plan Review ^ Variance: Single Family Residential -_. PUD: Amendment Variance: Other Residential /Commercial /Industrial __ _ _ PUD: Concept Plan Subdivision ____, Y PUD: General Plan — _ _ Subdivision: Minor • _ 'Street Vacation Comprehensive Plan Amendment - City Financial Assistance Description of Request(s): if a request for planning /zoning action on the subject site or any part thereof has been previously approved, please describe it below: • • • 69,,,,,n_ Initials • • Cpl S +ite �� aQi LLakl c:tc.. ( ,. c ., • • ),P 20/2_ / 110 RECEIVED NOV 1 3 2 "''' • • Development Application, Page 2 General Conditions Application Review The undersigned acknowledges that before this request can be considered and /or approved, all required information and fees, including'any deposits, must be paid to the City. An incomplete application will be returned to the applicant. The application approval process commences and an application is considered complete when all required information and fees are submitted appropriately to the City. Professional Fee Responsibility It is the understanding of the undersigned that all City Incurred professional fees and expenses associated with the processing of this request(s) will be promptly paid upon receipt. If payment is not received from the applicant, the property owner acknowledges and agrees to be responsible for the unpaid fee balance either by direct payment or a special assessment against the property. Applicants will be billed on a monthly basis for Planning, Engineering, Legal and Community Development fees as they are accrued. It is understood that interest will be charged on the account at the maximum rate allowed by the Fair Credit Act if It becomes thirty (30) days past due. Failure to pay administrative and processing fees in a timely manner may result in denial of the application. All fees must be paid at the time of application and shall be paid prior to the issuance of a building permit. The undersigned applicant further acknowledges and consents that all unpaid fees owing the City of Oak Park Heights shall be treated as unpaid utility fees and may be certified for collection as with delinquent utility billings and may be assessed against the subject real property if unpaid by October 31s of each year. Property Address 5701 Stillwater Blvd. N. Stillwater, MN 55082 •. -.id Ali. _ _ . _ Date: ti o t J L O r if nature Date: Applicant Signature Queener, Asst. Superintendent of Business and Administrative Services j 1875 South Greeley Street Stillwater, Minnesota 55082 V► STILLWATER AREA PUBLIC SCHOOLS Tel: 651-351-834o fax: 651 -351 -8380 INDEPENDENT SCHOOL DISTRICT 834 tdd: 651-351-8338 www.stillwater.k12.mn.us November 12, 2012 Eric Johnson City Administrator City of Oak Park Heights 14168 Oak Park Blvd. N. Oak Park Heights, MN 55082 Dear Mr. Johnson: The Stillwater Area Public School District is seeking an amendment to our Conditional Use Permit at Stillwater Area High School, for the purpose of constructing an onsite health clinic for our employees and their dependents, in order to provide better services at a cost savings to the district and our employees. As a result of research, which began in March of 2011 with visits to other Minnesota school districts and private businesses, we believe that we can significantly reduce plan costs and renewal increases by providing direct service to our employees through the clinic. Reductions in claims costs would be experienced primarily through the reduction of prescription costs and specialty care use, and by providing care through the clinic versus other providers. Any reduction in costs directly impact the district, and in turn, the tax payers. In this new clinic, services and covered prescriptions are provided at no cost to employees, and the dependents of employees covered on our insurance plan. Further benefits expected include reduced absenteeism, improved access to care, shortened wait time for appointments, early identification and coordination of care for chronic conditions, employee (patient) relationship with the clinic practitioner, reduced claims paid through our workers compensation plan, increased employee retention and attraction and the ability to do pre -work screenings in- house. The current plan is to construct the clinic in a converted classroom at Stillwater Area High School. Key information related to the clinic includes: • Exterior access to the clinic • Designated clinic parking spaces close to the clinic entrance • Clinic floor plan includes a waiting area, bathroom, lab and storage areas (with controlled /secured access) and two exam rooms • Independent, district -owned clinic managed by HealthPartners with all medical /patient information maintained by HealthPartners • Staffed with a Physician's Assistant RECEIVED NOV 13 2012 • Open year- round, with staggered Monday through Friday hours to accommodate employee work schedules. (For example, hours maybe 7:00 a.m. to 3:00 p.m. some days and 10:00 a.m. to 6:00 p.m. other days.) • This clinic is open for employees and eligible dependents only; not the general public • Approximately 5000 appointment spaces available annually for the 2600 employees and dependents eligible to utilize the clinic, with appointments available every 20 minutes • Appointments can be scheduled on -line or at the clinic, with the potential for walk -in appointments • Construction costs are estimated at $110,000 • Primary construction is estimated to begin March 11 -15, 2013, during spring break • Construction to be completed by the end of April 2013 • Clinic opening in early May 2013 It is estimated that within three years of operation, the cost of construction and clinic operation will be more than offset by the expected savings. The district believes that this project will provide better services at a cost savings to the district and our employees, while also controlling costs into the future. If you have additional questions, please feel free to contact me at any time. Sincerely, t i 4 4 , Dr. Raymond C. Queener Assistant Superintendent try _ Clinic Phss � ® an i t �1 " , � w 1 e ` �� Date Phasing Acticity Wednesday, October 17, 2012 Provider Interviews Tuesday, October 23, 2012 Provider Interviews Monday, November 05, 2012 Finalize site details Wednesday, November 07, 2012 Initial Meeting - OP Hgts 10:30 a.m. Monday, November 12, 2012 Cabinet Meeting Monday, November 12, 2012 Plan due to City of Oak Park Thursday, December 13, 2012 OP - Planning Commission Thursday, December 27, 2012 OP - City Council Monday, December 17, 2012 Cabinet Meeting Week of December 17, 2012 Personnel Working Group Thursday, December 20, 2012 Advertise for Bid Thursday, December 27, 2012 Advertise for Bid Tuesday, January 08, 2013 Open Bids Monday, January 07, 2013 BOE Session Wednesday, January 09, 2013 Email to Personnel Learning Working Group Thursday, January 24, 2013 BOE Business Meeting Friday, March 08, 2013 Obtain Building Permits Monday, March 11, 2013 Begin Marketing Campaign Monday, March 11, 2013 Start Construction Friday, April 26, 2013 Construction Completed Monday, May 06, 2013 Clinic Opening Week of May 11, 2012 Grand Opening County, Minnesota, described as follows; G Ski 1"(cJ41\ev 64,- alo Beginning et tlin Northeast corner of the South 496,00 feet of sold Hartbeest Quarter, as measured at, a right anglo to tho South line of said Northeast Quarter! thence South 88 'degrees 45 minutes 42 seconds Waal, oesumod bearing, along said North line 2342,42 feet to the center lino of Trunk Highway 5, as presently located and traveled! thence North 34 (Ingrown 17 inlnuten 12 neeonde East along said oontar lino 536.45 feet! thence South 55 degrees 42 minutos 48 seconds East 270.00 feet to the North line of the South 771.07 feat of said Northeast Quarter, as measured at a right angle to said South line; thence North 88 degrees 45 minutes 42 seconds East along said North 1Lne 1600,79 feet to the East line of said Northeast Quarter; thence South 02 degrees 00 minutes 03 seconds East along said East line 275.07 foot, more or loss, to the point of beginning, containing 14.79 acres, more or leas. Subject to 'trunk highway 5 along the Northwesterly 78,00 feet thereof and subject to rostriationn end oasemants of rocord. Together 11th nn easement for the purposos of construction, inotaLletian, maintenanne and repair of utilities under, upon and ovor the Hasterly 30 !wet. an measured it right angles to the Easterly lino thereof of the following described property! That part of the Northeast Quarter of Section 6, Township 29 North, Range 20 Went, Washington County, Minnesota, described as follows! Beginning at the Northeast corner of the South 771.07 feet of said Northeast Quarter, se measured at a right angle to the South line of said Northeast (parter; thence South 88 degrees 45 minutes 42 aoconde West, assumed bearing, *long said North line 1800.79 feet; thence North 55 degroes 42 minutos 48 secbnds West 278.00 feet to the center line of Trunk Highway 5, as prosently locatod and traveled; thenon North 34 dogrees 17 minutes 12 seconds Eant along said center line 1105,28 foot to the South line of the North 801.66 font of said Northeast Quarter as measured at a right angle to the North line of said Northeast Quertar; thence North 89 degrees 54 mitlutos 56 monde East along said South line 1383.19 foot to said Haet line of the Northoast quarter; thence south 02 dogrees 00 minutes 03 aeoonds East along said East line 1017.03 feet Lo tho point of beginning, containing 41.20 acres, more or lees. 9ubjeot to Trunk highway 5 along the Northwesterly 78.00 feet thereof and subject to restrictions and ea■oments of rocord. AND That pert of the Vest Half of the Southwest Quarter of Section 5, that P • t of the Southeast Quarter of Section 6, that part of the Northeast Quarter ofthe Southwest Quarter of said Section 6, that part of the Southeast Quarter of the Northwest Quarter of said Section 6 and that part of the Northeast Quarter of said Section 6 ell in Township 29 North, Range 20 Weat, Washington Oounty, Hinneeota, doscribed as follow.; Commonciug nt !he Jouthanat cornnr of cold Wont: half of tho Southwest (Quarter of 8notto,! 5; thet North 01 dugroo 48 minuton 09 necbnda host nesumnd booting, along the Least line of acid Wont Ikif of the Southwest (Zuartor a distance of 1733.20 feet to the point of beginning; Chance South 09 degrone 50 minutes 41 eoconde Went par /alai with the South line of avid West Half of the Southwest Quarter a distance of 132.39 foot to the Westerly lipo of said tient Half of the 8outhwoet Quertor; thenco 88 degroon 54 minutun 15 seconds Woat parallel with tho South line of nald Suction 6 a'diatanne of 3332,47 feet to the cantor line of Old Trunk liig1 way''212 as loontod add traveled in 1923; thence 'North 33 degrees 26 minutes 30 nepondn !rapt along paid center 11ng 996.03 feet; thence North 34 degrees 17 minutes 12 noconds Eant along said oe'nter lino 100.41 feet to the North lino of said Hurthoeat Quarter of,the'9outhwce't Quarter; thence South 08 degrees 45 minutes) 42 neconde Wast along nald North line 3.69 fent to the renter lino of Trunk Highway 5 an ve North 34 dogroon 17 mi,tuton 12 nocottds Ennt la R nnid not t, nr iinee609,441ifont to the North lino of tho South 496.00 foot; of aald Northeaat Qurtrt•or; thence North 88 dogroon 45 minutes 42 secot!Jo net along said North lino /342.42 feet to the East line of said Northeast Quarter; Malmo Sough 02 dogroos 00 minutes 03 anconde pant along said Eant lino 496 feet, more or loan, to tho Northwost corner of cold West Half of the Jnuthwent Quarter; thonoo North 89 dogrone 46 minuteR 17 eecondn East along On North lino of said West Half of l•Ita Southwest Quarter a distance of 132,.32 fent to the Northenst corner of said Went Half of the Southwent Quartor; thnnoe South 01 degree 48 minutes 09 seconds gnat along said Least lino of the West half of the Southwest quarter a distance of 910.86 feet to the point of beginning, -- EXHIBIT "n" -- A. %EXCEPT that part thereof being the treot describnd in Document Ilo. 4468927 recorded and on file in,tho office of tho County lt000rdor, Washington County, H'Lnnenote. Subject to Trunk lligliwny 5 along tho Northwostarly lino thereof. The total area of thin parcel le 110,00 'taros, More or long. Subject to rontrlutinnh and ennomentn of record and aubjnct• to n dr.nlnnao and pnnding easement ovor that pert of the Northenat Quarter of Snntion 6, Township 29 North, Range 20 West, Washington County, Hinneaote lying Easterly of the Easterly right of line Trunk Highway 5 deeoribed an follows! ; ' Commencing at the intersection of canter line of sn1.d Trunk Highway 5, as prosently traveled, and the South lino of the North Ilnaf of sold Section 6; thonoe North 34 dngroon 17 nil.nuton 12 nanondn Rant, nosnmod bnnr.ing, along sold contor limo 200.70 Coot to the point of beginning: thonce flouth 55 (legroom 42 minutnn 48 seconds Eclat 05.00 foot thnnoo Routh 11 dogreen 42 n►Inuten 48 ascends lent 115.00 foot; thonce Sout.t, 04 dogroon 42 minutes 40 nanen►In Font 110.00 feat; thonon North 00 dogreen 21 minuton 42 oocondn Ennt 248.93 Coot; thennn north 55 degrenn 42 minuten 40 nocondn :Wont 125.00 foot to said contnr lion; titmice South 34 deg,roon 17 minutoa 12 soaonds West along said nonter line 180.00 foot to the point of beginning, ,containing 0,71 aoros, more or lees. AND Outlot 'A' and Outlot '13', Kern's Jduaation Addition, as platted and on file and of record in the Office of the County Recorder of Washington County, Minnesota. • • 2 W 0 _ Z a � u iu STILLWATER HIGH SCHOOL PARKING LOT EXPANSION 5701 STILLWATER BLVD. N. OAK PARK HEIGHTS, MN 55082 STILLWATER AREA PUBLIC SCHOOLS 1875 OREELEY STREET SOUTH STILLWATER. MN 55082 5 Larson Engineering, Ina 3624 Lakin Rml MY Bar Wks. 666176 861.481.1117A(1)061.481.6201 ,.r,.bcsr ON303110811AS C2 .. amemu GRADING, PAVING & DIMENSION PLAN 1.1.114 v1•1fir® Y au YrYOnr 11.11 STILLWATER HIGH SCHOOL PARKING LOT EXPANSION 5701 STILLWATER BLVD. N. OAK PARK HEIGHTS, MN 55082 STILLWATER AREA PUBLIC SCHOOLS 1875 GREELEY STREET SOUTH STILLWATER, MN 55082 Mg Larson Inc. , Wes,,,, MAOIS70 (0 651A81.9201 ..ntir onow.c m ®.ems.........,.._.. ©O IA 1NI ON3O31 1OBVlAS S31ON NOIS d 'et 1 SIGN NOTES gt lin J.E„ ! CLINIC r 1 PARKING III) t a (I) 4.•■ X 0 8 c'. N..__........., 0 < r2. 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HealthPartners Well @Work Cl inic Stillwater High School 5701 STI LLWATER BOULEVARD NORTH STILLWATER, MINNESOTA 55082 i �• n r 1 111. l� i � T. s 6�> "� �i9ac� sey < �em�oc yea 1� �•r, w 1 1 � .+ fit . at ���* �.�•� ;ma 3� "1 v ■•u11 '� -Y vr,,r- ..� - � `: i. - -s , c •. 3 Iin�; 3 w 1 � � � �� �2�t ���EI 1��1 - -- f�� ,„ - ,, ,; , --,=„1,,,,,, -c iii• _:... ���f 1n�1I' • . # � • • tx"' k�Fi�l� � 4� �r� �r � u � "tea u t .e AREA OF • : ; 1� ii � rl 5 n u�r s r � �- r3 er xt�S ru■ ¢ r i 1 1 MINI �`t�S it �� � y _ � �� ' � �� � ��� CONSTRUCTION • L Ida-UWE ■ • s . �� `� t1 F "IT K , � .., .>. z z,, ,.t ��c � „ ,;V il� l� lx t:s:....?+..,.,..,.�, •.• 5 ,� ,. ..y:,` RN 128E •• / EW CONIC LOCATION ,. 11 F. ►_ • • c�• • ENTRANCE TO NEW CLINIC • ` jl 11 % DUSTING EXTERIOR ELEVATION (SOUTHEAST) / 11111 . O �f' -� MAIN FLOOR ©,nr�ro .- 1$. � � e A000 ri. CONSTRUCTION DOCUMENTS AN NIUUpI1L NI I, '•11i 1"`, T1111Nn .IL,.�..1., 1 .1.1110 1111J1/.•B/ SHEET INDEX CONTACT INFORMATION PROJECT INFORMATION CURRE PACKAGE INFORMATION COMMI NUMBER: 2018 -033 -00 ARCHITECTURAL � X11 f MIMIC MIMIC , M b�11N 1 DATE 12 NOVEMBER 2012 ICALTIPMMEIM e o v . Of�tl 011 NdMN a.... a.... ,000,01.0 , y „ f � MCOM ONE (011 AIOY161111M. AB0001710. b01 /019.0 1114 0O IAlll 1X11100, W 0001 ism II OAOIY 0X9NB.N MIMI T 11108. 00191 Alb AIIWMYION Alta 01110111101 11008 IIAI OOIIC 9111111E EN. NOYRT MUM (N 704-446 N6 N000b0O1NN Mf0 .DOR ANI [ Y1/1 111081 (8.81011 01181 AN Of1011 MU" AIMS= AIMS= 09110 CUM 1.01011! RUC. 1181 A9 A.NNO.1 CONSTR PACKAGE HIST SCHEDULE .W 0111 A Alb NOR! 1a1.m1 Douala oNre n lNe ,}) 7 µ 7f DOOR MO u KILN FMK Om 0011.1 J 611]MIOOOI.ew MUM T �0' tAatAx „GPM 0Xr11E OWE MN N0a11 Hal =MK 5551 AVM mm NOR! YYIIB! 1.1/81..m1 MO AWI.1.011 ANI 1a.Xn 10110/0111011 u . OOIIDGY .0X0N01010MLOM II tD 01,R7bK7101 1]NO.B.91 m12 Mao f01a AOCFIIO.F7 NOIO f 1s1111.11x MECHANICAL AND _ Mot =mama ELECTRICAL BY OTHERS 1b8COMOR1O1.0 M M FA01 OXOON7pN ... .mOaL 1 M 0080 0g9bl1.111A1b1 MN MNC1 mum TWO TVA MN 0..1M PPM= IT_I IM MN M.00R .MIIIIION O[.11 ObNM..1111111 1 NEEDY COMM 7W 'a.. 1,A4 0100NaNON O0 N! W[000K AO.BOV.W AND 1010 ,N NP08 M 11871.0 If IC O 10 .011 W 006T ANf fIO701K OEM Wain* 1 Alb TICM 1 AY A O10.Y 1091010 MN 0 MI-O AND CN R000K 0 ...... 0101aY ®f ACM= 0087 M TAO 0170 0000 d MTh= CIMMIICOM mu INO TW01N1 01OIET ms OwNR1110I .1100? OFDIID A . NIO10010NM. uses mg f Wppg - y MIMI ,00-a12 MOOICMW. 0_I NANO 1001 NMIQOR OW[ OIROO 11X. OYPI.1 ,i1 9 VIAN 1 M AND ELECTRICAL BY OTHERS RECEIVED NOV 13 2012 A THESE GENERAL NOTES APPLY TO THE CONSTRUCTION DOCUMENTS AND SHALL GOVERN UNLESS NOTED OTHERWISE BY GENERAL NOTES OR KEYNOTES ON SPECIFIC SHEETS. B. COORDINATE ALL WORK SCHEDULES WITH OWNER OR AS SPECIFIED AND /OR SHOWN ON I III I I I I I I I I 'us' TILE =ZZZZ METAL THE DRAWINGS. C. PROVIDE A SAFE MEANS OF EGRESS THROUGH AND /OR AROUND THE BUILDING AND SITE : " '''.• - '1 ^ 4/-. :•...7 PLASTER OR AU. PER APPLICABLE CODES AT A TIMES DURING THE CONSTRUCTION PROCESS. MINIMIZE • �.�����.�.��. INSULATION z's'•• -vt•"i GYPSUM BOARD DISRUPTION TO ADJACENT AREAS/FLOORS AS MUCH AS POSSIBLE D. MINIMIZE NOISE TO A LEVEL ACCEPTABLE TO THE OWNER. SCHEDULE TASKS CREATING ==33101 CERAMIC TILE QUARRY TILE EXCESSIVE NOISE OR NEAR SENSITIVE AREAS WITH THE OWNER. E. PROVIDE DUST CONTROL BETWEEN CONSTRUCTION AREAS AND OCCUPIED AREAS AT ALL ; .1 CONCRETE ".rr-.- "•...o•. ... ;.. RIGID INSULATION TIMES AS SPECIFIED. i!i!i!ilii li i4 Xt:! F. NOTIFY ARCHITECT PROMPTLY IF INFORMATION SHOWN IN ONE CONSTRUCTION DOCUMENT CONFLICTS WITH INFORMATION SHOWN ON ANOTHER. EXISTING SOUD WOOD CONSTRUCTKN FINISHED G. NOTIFY ARCHITECT PROMPTLY IF CONSTRUCTION DOCUMENTS ARE INCONSISTENT WITH THE CURRENT APPLICABLE CODES AND REGULATIONS. FACEBRICK WOOD BLOCKING - H. NOTIFY ARCHITECT PROMPTLY IF ANY EXISTING CONDITIONS CONFLICT WITH THE- CONTINUOUS CONSTRUCTION DOCUMENTS. _ J. COORDINATE EXACT LOCATIONS OF LIGHT FIXTURES. SPEAKERS, SMOKE DETECTORS, EXIT GARRET (LARGE SCALE) WOOD BLOCKING - INTERRUPTED LIGHTS, ACCESS PANELS, SPRINKLER HEADS, HVAC DUCTS, DIFFUSERS, REGISTERS, AND OTHER SUCH CEILING ITEMS WITH MECHANICAL, ELECTRICAL AND OTHER TRADES. NOTIFY NOTE: NOTIFY ARCHITECT IMMEDIATELY OF ANY UNCLEAR MATERIAL DESIGNATIONS. ARCHITECT PROMPTLY IF ANY LOCATIONS CONFLICT WITH ARCHITECTURAL REFLECTED CEIUNG PLANS. K. WOOD BLOCKING WITHIN THE WALL SYSTEM SHALL BE ARE RETARDANT TREATED. O ARCHITECTURAL MATERIAL DESIGNATIONS 2 NO SCALE L THE SUSPENDED CEIUNG HEIGHT IS TO BE 9' -4" ABOVE FINISH FLOOR UNLESS NOTED NOTED OTHERWISE ON THE REFLECTED CEIUNG PLANS WHERE CEIUNG HEIGHTS ARE DIMENSIONED FROM FINISHED FLOOR. M. REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR FLOOR, WALL AND CEIUNG OPENINGS. ALL OPENINGS SHALL BE CUT AND PATCHED AS REQUIRED BY EACH DISCIPUNE OR PATCHING IS TO BE IN CONFORMANCE WITH NOTED UCABLEECCODES THE CONTRACT SHEET NUMBER EXPLANATION O GENERAL NOTES SXA�NL> EXAMPLE A234 1 1. ARCHITECTURAL NO SCALE THIS CHARACTER DENOTES THE SHEET IS AN ARCHITECTURAL DRAWING. DOOR NUMBER EXPLANATION y ARCHITECTURAL SHEET TYPE 3. FLOOR NUMBER 7. SHFFT TYPF DOOR NUMBER THIS CHARACTER DENOTES THE TYPE OF EXAMPLE _ INFORMATION ON THE SHEET. 1: DEMOLITION PLANS S 1 0 I < 2: FLOOR PLANS 3: CEIUNG PLANS 1. ROOM NUMBER 4: OPENINGS 2. DOOR DESIGNATION 6: INTERIOR DETAIUNG 3. FLOOR NUMBFR O DOOR NUMBER DESIGNATIONS O ARCHITECTURAL SHEET NUMBER DESIGNATIONS NO SCALE • HEALTHPARTNERS I No , r M CONSTRUCTION DOCUMENT • F Imo. ,«ry K i „e1 „• da, ^ GENERAL NOTES I 111.01111101 IC 11MT 1 MI A MLY 1.100111111 j� STI HIGH SCHOOL 1°° " U° ° " MR ° orr .a AND SYMBOLS I .0..1. I n..an "�°� . ! „ . mVm NNW 1aIMd NOth COM 2016033 -00 "OAM<NI«bo. 4puo<, TLC plLI`AAA�� r ' 21Antr, Mirada 59oaz NTS auo W....•t <u, ur . ° . 8 x$S' ".• i Dux NOVEMBER 12, 2012 /A 0 Tel ur.nr.uo 14.14.14 412.738.410 WELLOIAAORK CLINIC r M<mlelm•neam t" ' SBQ10 O WNIa1l •Min went No ArWNYbI i i iil l`P / w i I i r 1 dIi I 1:._. 9 1 > > 3 x i a r Wy3N € p5 2 a3�jp��{ O � �Q7' b 4� 1 d Pi q�� rdo � cn y 1 - 1 1 1 " gi I 1 iii illig li iiii 1I! aii it iiiiiiiiitigiiiiiillil i Iiii 1 F z O a O'0 4 hiss 9i5illiiiiiieidli I Z= 3s2V /12 /hh I .88sa$Ih I t ss ikie theilf ?stst2Ef I g I _ iII I li 11 i lig it 1 ill _i_i 11 1 11 _Aid 11 igN111 1 61 C7 2 r< n Y J 11111! etE` h� I adis ;�s ;h li I APHI �� FFP i I o�.gik 16 I aani I JJ sbAg � tsdNa Ph - 11 = i 1 W lip I J A. N i ! 1 1 1 A 1 1. 1 0 1 1 1: b 6 : Ili i 1 0. 0,1 h 1 : 1 g V P e di; :!ii Q [O U Q = . sfigh.5dgmhnhighhhghgt e ! .2 , i ._....._._._. .. _.. .,.,..., ._......_ ._..__._ _.._.__. .._.__.__ ............. __. -..._ --- .___._.. ,_. / . ,, �_.._______ TI FF C�F'L�V UJ GENERII tJDTFS / _,- LIFE SAFETY PLAN SYMBOL DESIGNATIONS j �\ / / A. REQUIRED OPENING WIDTH NOTED ON THE PLAN IS ® 4 i NORMAL OPENING WIDTH MINUS 3' FOR SINGLE LEAF DOORS ♦ \ ' ` / / AND MINUS 5" FOR PAIRS OF DOORS. E BUILDING CODE OCCUPANCY TYPE ® / / -' � '" \ ' Y ` '' 0 '; / `. B. SMOKE TIGHT PASSAGES AND /OR CORRIDORS ARE NOT 1B B UILDING CODE CONSTRUCTION TYPE i / ♦ / I REQUIRED TO BE RATED NOR A RE THE DOORS AND FRAMES ' ♦ �. - v � SOT OR NUMBER OF REQUIRED TO BE RATES. r A S CT TU WIDTH / ✓ i' i / _ . , ' ®/ i/. C. 20 MINUTE LABELS ARE REQ ON DOOR AND 89 17 7 OCCUPANTS REQUIREp ` , \\ / , FRAMES IN 1 HOUR RATED FIRE BARRIER, CORRIDOR WALL WIDTH FOR / v - AND SMOKE BARRIER PARTITIONS. OF OCCUPANTS \ /� , \ / / j ' j, / / D. 45 MINUTE LABELS ARE REQUIRED ON DOOR AND FRAMES — .. —.-- • / ,,, � `/7 ". / w % IN 1 HOUR FIRE BARRIERS (HAZARDOUS AREAS) AND 60 FIRE/SMOKE RESISTIVE PARTITION / /, ',' I MINUTES FOR 1 HOUR SHAFTS AN OR EXIT ENCLOSURES \ \\ / \ j / � �,' / AND EXIT PAS SAG EWAYS W ALLS . NEW AND EXISTING CONSTRUCTION ` ;• / " c \ REQUIRED ASSEMBLY MINIMUM OPENING ' � � � / \ ` 'F , " / ■ • RATING PROTECTION ASSEMBLY ' \\ \ ; ' / ` i \ 4. , // `\\ I 1 ONE HOUR RATED 1 HOUR • ` ® ' if:': �� , 2 TWO HOUR RATED 1X HOUR i �` \ \ / % ` j ' '', / ® , . / � � \ { 3 THREE HOUR RATED 3 HOUR \ A , ♦ / ` 4 FOUR HOUR RATED 3 HOUR \,/ y' 4 ' �� .. f ` i TYPE OF ASSEMBLY / 1B B FIRE BARRIER P FIRE PARTITION /�� \ ® ,'. y -:• i � ® A\ F EXISTING AND SMOKE BARRIER/COMPARTMT / • ` '+�: .. R ` RATED s (22.500 SO FT MAX) EN � , \ 0 i �+ *:'. . - v X SMOKE -no W FIRE WALL �. e �.� �' / _ \ \ \ \ FIRE EXTINGUISHER D . ` { ^ \ F (MAXIMUM TRAVEL OCCUPANCY LOA 8. �t//yy' b `\ _ \ MO, BASED ON t OCCUPANT t , '� ,8 r,, ` \ \ \ PER 700 SQUARE FEET / \ I ♦ �� � ` <> DRINKING FOUNTAIN • /".. \ 11 C \\\ , :s? "...:„..", \., \ \ _. f \ \ \ / / /// NEW DQT /,//// EXISTING Ear / \ \ . PATH/EGRESS PATH/EGRESS ,/ \ 1////NEW ODOR / / / /// CORRIDOR 99 \\ t t / / ,i / \` \ \ \ \ \ \\ \ ����� F NEW DVER�f�AIJ HORIZ EXISTING VERT/ IT ENCLOSURE ENCLOSURE 207 ) �� NN4lf b II�INID M It W[ IAm Wp6T HE ILLTHPARTNt7LS ,,,,,,,,,,,LOW MUM 1 MI A Of ti . MOM CONSTRUCTION DOCUMENTS LIFE SAFETY FIRST STILLWATER HIGH 90100E " I °f °1C f° � ° e tote 033-00 FLOOR PLAN .n.lt,ttvre I lel1.ee,1.1 I 1.1.4.1.1 l MO= , SA 191katremMd Nret MIAr n¢enr re. .Nrvre. ua x. «rya ♦' 9MN Womb Ma ® arwc 1/16' 1' —O ' ant. men • •.e eN 66114 11111 r T $ °" � Um HOVfl6O7 12, 2012 A021 Ni ra...r.r 612.778.44.0 reemne 612.781.41119 WELL.OWORK CLINIC Tw retal.m.. -n..er - rwNl SBER6 • COMM, 1 MN. ONE MO MwWgpub. \\y A AND VERIFY XT INSTALLATION. EXISTING CONDNOTITf1ONS FY ARCH AND ITECT DIMENSIONOF ALL S. COORDINATE CONFIJCTS THE ,,,/ EXTENT OF DEMOLMON WORK AND EXISTING WORK TO REMAIN WITH NEW FLOOR PLAN AND PROJECT SITE PRIOR TO PRICING. FABRICATION CORRIDOR �I46HES� N IMMEDIATELY. 4/ ‘‘ E B. WHERE WALLS OR PARTITIONS ARE INDICATED TO BE REMOVED, if ? 11\i/I T i REMOVE ENTIRE WALL OR PARTITIONS AS WELL AS DUCTS, PIPING, I a CONDUITS AND OTHER ELEMENTS IN OR ON THEM WHICH MAY OR MAY — — — - NOT BE SPECIFICALLY IDENTIFIED, UNLESS OTHERWISE NOTED. COORDINATE WITH OWNER ALL EQUIPMENT TO BE SALVAGED. 04 L I ! C. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOUTION NOTES. D. REPAIR /PATCH OPENINGS IN WALLS, PARTITIONS. FLOORS AND CEIUNGS THAT ARE EXISTING OR WHERE DEMOLITION OCCURS TO MATCH EXISTING ADJACENT FINISH SURFACE. MAINTAIN CODE AND FIRE RATING REQUIREMENTS. i E E. EXISTING FINISHES TO BE REMOVED SHALL HAVE THE ORIGINAL SUBSTRATE PREPARED TO RECEIVE NEW FINISHES. F. PROVIDE SAFE MEANS OF EGRESS THROUGH AND /OR AROUND THE Q BUILDING AT ALL TIMES. ! ! G. AVOID DISRUPTION TO ADJACENT FLOORS /AREAS AS MUCH AS © POSSIBLE. KEEP NOISE TO A LEVEL ACCEPTABLE TO THE OWNER BY I SCHEDUUNG EXCESSIVE NOISE TASKS WITH OWNER. ALL SAW- CUTTING AND NOISE/VIBRATION PRODUCING CONSTRUCTION TO BE ©I SCHEDULED WITH OWNER AS NOT TO INTERFERE WITH MEDICAL. PROCEDURES /PATIENT CARE. THIS MAY REQUIRE AFTER HOUR WORK. © I H. PROVIDE DUST CONTROL BETWEEN CONSTRUCTION AREAS AND INFORMA OCCUPIED TION. AREAS AT ALL TIMES. SEE SPECIFICATIONS FOR ADDIITONAL Q I I J. ALL SHUTDOWNS OF MECHANICAL, SPRINKLER. FIRE ALARM AND /OR ELECTRICAL SYSTEMS SHALL BE COORDINATED WITH OWNER AND MAY I OCCUR DURING NON - BUSINESS HOURS. K. ALL ITEMS INDICATED TO BE REMOVED FROM EXISTING WALLS (TACK BOARDS. MARKER BOARDS, CORNER GUARDS. ETC) SHALL BE RETURNED TO OWNER. UNLESS DIRECTED OTHERWISE. PATCH WALLS AS REQUIRED FOR NEW FINISHES. C � • E L PROVIDE FIRE EXTINGUISHERS PER CODE AT ALL TIMES THROUGHOUT ®Da ?ION P a KIIMOTES: ® ! 1. REMOVE EXISTING ACOUSTIC CEILING. 2. REMOVE ALL FLOOR FINISHES. 3. DEMO EXISTING MILLWORK IF ANY. DISCUSS SALVAGE WITH OWNER BEFORE REMOVAL FROM THE SITE — — - — 4. REMOVE PORTION OF EXISTING FLOOR SLAB AS NEEDED TO INSTALL PLUMBING. � „ i i —� 5. DEMO PORTION OF EXISTING WALL AS REQUIRED TO INSTALL NEW -- __._ __,., I ° °° ( DOOR AND FRAME. RELOCATE EXISTING MECHANICAL, PLUMBING OR ELECTRICAL DEVICES AS REQUIRED. 6. DEMO EXISTING WINDOW SILL AND PREP SURFACES FOR NEW SILL. Il HEALTHPARTNERS I roor mew uv u. '�" °' DEMOLITION FLOOR PLAN 4vaxr w nva�o rim um ar e l eer A CONSTRUCTION DOCUMENTS IDEA a�onvalno MN I w A 111/W MOO STILLWATER FQQI SCHOOL mow oow IBM n[ Ads ar>K WU a 0°� W. 201B-033-00 u4lwol.4 1.14•4141 ma . /. See �4a eabwld Nast — x1u,.4n4m..4 ;1 � C I # SA AY+dOa.Mmsb90R -. �� I " .44 1'-0 4/,1.4 •.,-t.n. 140 E ffiffi3? F$ ����/p. ■ NOVEMBER 1 L 2012 MI i.. 111 ..,1... 1114/ � .:. WELLoWORK CLINIC f01 . , � $ 141 711 4111 i.e.1.111 4/1.,1..1/., 11 I�.1010, 710OW A110 • COMM!' WYO. 01401 NC IIBI%MYSO1u.G I FLOOR PLAN GENERAL NOTES Cy I I A. ALL INTERIOR PARTITIONS SHALL BE ''AX UNO. EXISTING I B. REFER TO SHEET M82 FOR DETAIL OF TYPICAL DOOR JAMB AT V i Er ABUTTING WALLS OR PARTITIONS. C. AU. PIPING, CONDUITS AND RELATED MECHANICAL AND 2'4' 3'-8' 1 1 ELECTRICAL ITEMS SHALL BE CONCEALED WITHIN DRYWALL *MIN DEPTH OF SINK � � �Q _ [[ _— ALCOVE IS DEPTH OF , '��`✓4 I FURRING AS REQUIRED IN FINISHED AREAS WHETHER SHOWN ON DRAWINGS OR NOT UNO. L � �� • 128E- 4 I D. PROVIDE METAL PLATE BACKING AND/OR TREATED WOOD 4 \ / i 1 BLOCKING IN WALLS WHERE WALL-MOUNTED EQUIPMENT IS - - - - o.. - - r �- 7 SHOWN ON PLANS OR ELEVATIONS. VERIFY HEIGHT AND n { LENGTH WITH ACTUAL EQUIPMENT. SEE DETAIL 1 /A682. I n I I r 1 E. VERIFY EXISTING DIMENSIONS, CONDITIONS AND FINISHES 2 9 LAB Ark I BEFORE PRICING AND/OR PROCEEDING WITH WORK I,' I I DISCREPANCIES SHALL BE BROUGHT TO THE ARCHITECT'S 63 I PIM 4 I 2 ATTENTION IMMEDIATELY. 6 1 / I ■ LL F. A DIMENSIONS ARE CLEAR FROM THE FACE OF FINISHED I WALUPAtTITION TO FACE OF FINISHED WAWPARTTTION OR L EFZ T - - J _ 1 FACE OF EXISTING WALLS. SEE PARTITION TYPES FOR ACTUAL THICKNESS OF PARTITIONS. MASONRY WALLS ARE - - I 6 % j P._-_. r I DIMENSIONED TO NOMINAL FACE. _ G. MATCH FINISHED WALL OR PARTITION THICKNESS NESS WHERE NEW t rl , 1' ' 1 ' - 8' I 1280 --0A I I WALLS OR PARTITIONS OCCUR IN UNE WITH EXISTING WALLS. N i F.J r - - - - I '7 H. PATCH AU. HOLES IN EXISTING SURFACES WHERE EQUIPMENT I 128E-68 J —.1.,„ H. WAS BEEN REMOVED OR DETKNN HAS OCCUIWIED. FINISHES 1 C PREPARE SURFACES As REQUIRED MOU FOR NEW . PATCH pE 128E�A P GE A ©© ' TO MATCH ADJACENT SURFACE IF NOT SCHEDULED. I I. ALL EXISTING FLOOR OPENINGS AND WORK SHALL BE FILLED OR CLOSED, UN WITH MATERIALS TO a, _ MATCH AD SURFACES, FINISHES AND FIRE RATINGS. r �`�- T 128E -TA 1—...- 1—...- t 128E-0A 1_ 1 4, f I i _____ r-,___. C I I I \ 1120E71 6. =! \ fPill I I II I1 \ /- I II \/ 2 \ - I IT AiPlik Afar r _r r T u 0 I I ( 1. INSTALL 3/4 LOOR�� • THICK WOOD PLYWOOD FULL WIDTH OF WALL FOR • 8 I ' I I I OWNER-PROVIDED AND INSTALLED BIN STORAGE SYSTEM, � ® ` � L 3 I L [ 0 Ile"' 4 I \1 , I I � I STARTING AT 4' ABOVE E flNISH FLOOR TO 8'. . PAINT TO MATCH __ © b-' L _ 1...- i 2. INSTALL a WINDOW STOOL, FULL WIDTH OF OPENING 1 WITH 1/? OVERHANG ON FRONT. APPLY CLEAR SEALANT AT THE I L ID 3 ,\ � M.1 1 PERIMETER. 9*-0. 1 i 9,0" 1 3. INSTALL WINDOW FIAT <FLm.1 ) ON EXISTING GLAZING. I Ioor Cans 11W rat swarm CONSTRUCTION DOCUMENTS FLOOR PLAN HEAITHPARTNf3RS MUPO w SIOME n I • ®1 M O TIR I MI A ALT IIm�fO �,, STILLWATER HIGH 501001. MO -- UM 10 ' IC O ° • COW. 2016- 037-00 .mut...... I e...•..r . I I.....1 FOfW ; d; . AMM o, �, r • ® {-► » N•...an..a..I IA< Fa fa . S6w•or, 7O 5RE A 41 ♦ � -.. 1/4' - 1'-0' .2/ N II It.IV..t .rt.• Sane I ;:,? ) + "T T /.. ., • T T - A 1,411F � NOSEIIER 12. 2012 Nl....r.u.. MI ..... t. Mel WELLIDWORI CLINIC Mum, iRfo11 STf700 /" e^�' ��O t.I ...... 02.7".“111 rm.. .2IJII..LI - mmlrtu..trsawr OCOP2WOIT NNIIE. MEM AM ACW/WtONi1C. • CEILING PLAN GENFRAL. NOTES I A. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR DEVICE /FIXTURE TYPES, SIZES, INSTALLATION, AND I SPECIFICATIONS. i B. VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO r--- i �E CEIUNG INSTALLATION. t 1'..1 ` I C. CEIUNG PLAN SHOWS DESIGN INTENT ONLY. REFER TO ! SPECIFICATION AS WELL AS MECHANICAL AND ELECTRICAL 1._........_._ , _. I 1 1 DRAWINGS FOR DEVICES. TYPES. AND INSTALLATION. NOTE: DEVICES SHOWN ON ARCHITECTURAL PLAN AND NOT ON THE ENGINEERING DRAWINGS OR SPECIFICATION E SHOULD BE BROUGHT TO ARCHITECT'S ATTENTION FOR CLARIFICATION. i I ® 11 D. ACOUSTICAL CEIUNG GRID SHALL BE CENTERED IN i I II ROOMS UNLESS NOTED OTHERWISE LAB I DESIGN ELEVATION TO FlNISHE SHALL 1 128E 61 1 BE 9' -4 LINO. 1AB8AGE F. CENTER RECESSED LIGHTS, ELECTRICAL AND ® 11 MECHANICAL DEVICES AND SPRINKLER HEADS WHEN N, lb SHOWN IN CEIUNG TILE WHERE RECESSED LIGHTS ARE — [ i SHOWN OFF– CENTER IN A 2X4 SCORED CEIUNG TILE, E ) CENTER THE FIXTURE WITHIN THE 2X2 PORTION OF THE _ L .. I L G. MECHANICAL PWMBING AND ELECTRICAL CONTRACTORS SHALL COORDINATE ALL DEVICES REQUIRING ACCESS IN NON – ACCESSIBLE CEIUNG. PROVIDE ACCESS ' = — PANELS AS NEEDED EANO (EXAMPLE: TS, MECHANICAL VAV bA3SAGE j � BOXES, PLUMBING ING CLEANOl1T5 ETC). ® 1 3 H. ALL CEIUNG FINISHES ADJACENT TO OR WITHIN THE LIMITS OF CONSTRUCTION 'T® I CONSTRUCTION SHALL BE PATCHED TO MATCH EXISTING E ADJACENT CEIUNG FINISH. • `i II NAMNGI 1 EDUCATION AREA . o R2 EXAM #l1 I 1128E -7J IM _____,„=.- -.---- . i • 1 's r --4 1 _. .—.... ..__.__.._._..__. - -- Y i 1 I _o_____i .....i. i i i i'_ E r arr my na sraacx CO REFLECTED CEIUNG r'nT( HEALTHPARTNOtS I wes/ araa w rn NO Il l• a IAA""iia s um w o sr CONSTRUCTION DOCUMENTS REFLECTED 1Y• nYCfIwACILI'11®® • PLAN s STILLWATER HIGH SCHOOL i VW nc uw VIM mu a eolAl , �, 2018- 033-00 PLA • M•NUCbn I Icel•••r1 ..••,.. @@ ��}# # : *. S7 Q I � M a f 0 N 01 N �, . A , J " 1fA ANtlt•cN oat .11C i fl ....ef, Mnrlh SAM ® > r v - 1•-0- u1N•u.••turu•s•rt•ue :'.T�' T - TT r 11111 NOVF]IBER 1T. 2012 e� 1 AI••••1•II• Ohms.. 1111.1 WE3J.QWORK a1NIC MIR O .)111.•11. /,681.11• CAI. /11.•41 $BEAD /� 31 . a ®IIOIDATa>1R I •COPRA IRO B. MIN M• A00/0/48011,210 OPENING SCHEDULE IDENTIFICATION SIZE DOOR FRAME FIRE RTG HARDWARE NOTES REV. SHEET OPENING TYPE GLAZING TYPE\ GLAZING HARDWARE NO. NO. NO. ROOM NAME WIDTH HEIGHT MATL TYPE FINISH MAIL TYPE FINISH (MIN) GROUP — A210 02A EXISTING VESTIBULE (2)3' -8' 74/' AL -EXG — EXG AL -EXG EXG EXG EXG 3 1 — A210 02B EXISTING VESTIBULE (2)3' -8" 7'-0' AL-EXG — EXG AL-EXG EXG EXG EXG 3 1 — A210 128E -1A PASSAGE TO 7'-0" WD-NV GL -1T WD-1 HM-IA — PT — MD 2 — A210 128E -4A STORAGE 3'-0' 7'0 WD-F — WD-1 HM -1A — PT — 13 - - A210 128E -5A - LAB 3'-0' 7'-0' EXG — EXG EXG — PT EXG 3 1,3 — A210 128E -5B LAB 3'-0' 7'-0" WD-NV GL -1T WD-1 HM -1A — PT — 13 — A210 128E -6A EXAM #1 3'-0' 7'-0' WD-F — WD-1 HM -1A — PT — 10 — — A210 128E -7A EXAM #2 3' -0" 7'-0' WD-F WD-1 HM -1A — PT — 10 — — . A210 128E -8A TOILET 3'-0" T-0" WD-F — WD-1 HM-IA — PT — 11 — 1. EXISTING DOOR, FRAME AND HARDWARE TO REMAIN. OWNER TO COORDINATE MODIFICATIONS TO DOOR HARDWARE WITH CONTRACTOR OR VENDOR. 2. HARDWARE TO INCLUDE CLOSER AND OVERHEAD STOP. NOTE: ELECTRONIC HARDWARE FUNCTIONAL DESCRIPTION: DOOR TO BE ELECTRONICALLY LOCKED AFTER HOURS, EXITING WILL ALWAYS BE ALLOWED. DOOR WILL BE FAIL -SAFE SO THAT IN AN EMERGENCY, THE LOCK WILL BE DISABLED AND PASSAGE WILL BE ALLOWED INTO THE CLINIC. 3. PAINT CLINIC SIDE OF DOOR AND FRAME F'[� /.['��� LOOM O 01NA, I MI A O I YEO a•IRf CONSTRUCTION DOCUMENTS OPENING SCHEDULE T. HEALTHPARTHERS i dmr M m az M It YOM1 / i0 TW 1 /Y A OILY Ilm® riltil STIU WATER HIGH 90100E u m w� u � of e� aai a A COOL to. •.•n,snv. I e.and Col. l. 1 n...u. , . ► .: - I - . . • ( �/ I r � " v • • r • ♦ pv[ 2016.088 -00 MCA •O Oh tr 1 8,0•0 o CC sus r Nu •.••n •..•.. Ono IOC °'::� "$' ��: "£''�" " k o �Y' 1" - : °°� /MOWER 72 2012 10....r.Il P 480 ••i.r••.• 612.7311.O. r••.Ln• u•.n•.un WELL ® WORK CLINIC �• M ,nolmer•maer SBE7t0 •CO/1180I0 WWLYL WEIN MD°AYWMIOdi. e. PROVIDE TEMPERED GLASS IN ALL WINDOWS AND DOORS AT THE FOLLOWING SPECIFIC HAZARDOUS A. NOT ALL DOOR AND FRAME TYPES SHOWN HERE MAY BE USED IN THIS PROJECT. LOCATIONS TO MEET THE MOST RECENT MINNESOTA ADMINISTRATNE CODE. B. FOR FRAME AND GLASS TYPES REFER TO PLANS, DOOR AND FRAME SCHEDULE. 1. GLAZING IN INGRESS AND EGRESS DOORS ELEVATIONS AND DETAILS. 2. GLAZING IN FIXED AND SLIDING PANELS OF SUDING DOOR ASSEMBUES AND PANELS IN SWINGING C. INSTALL TEMPERED GLASS PER CODE. DOORS. 2A. GLAZING IN ALL UNFRAMED SWINGING DOORS. D. REFER TO PLANS FOR INTERIOR PARTITION TYPES. 3. GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24 —INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A E. HOLLOW METAL FRAMES AT MASONRY PARTITIONS SHALL BE GROUTED SOUD. CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60— INCHES ABOVE THE WALKING SURFACE. F. HOLLOW METAL FRAMES AT METAL STUD PARTITIONS SHALL BE SPOT GROUTED AT ALL 4. GLAZING IN AN INDMDUAL FIXED OR OPERABLE PANEL OTHER THAN THOSE LOCATIONS DESCRIBED FRAME ANCHORS WITH JOINT COMPOUND. IN ITEMS 3 THAT MEETS ALL OF THE FOLLOWING CONDITIONS: G. REFER TO DOOR AND FRAME SCHEDULE FOR FRAME WIDTHS AND FOR DOOR INFORMATION. 4.1 EXPOSED AREA OF AN INDMDUAL PANE GREATER THAN 9 SQUARE FEET H. SCHEDULED AND NOTED DOOR SIZES ARE DIMENSIONED NOMINALLY. 4.2 EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR 4.3 EXPOSED TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR 4.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE I. SEE 2/A482 FOR HARDWARE LOCATIONS AND CLEARANCES. GLAZING. J. ALL FRAMES TO BE 2 WIDE UNLESS NOTED OTHERWISE. REFER TO DOOR AND 5. GLAZING IN WALLS ENCLOSING STAIRWAY LANDINGS OR WITHIN 5 FEET OF THE BOTTOM AND TOP FRAME SCHEDULE FOR FRAME WIDTHS. OF STAIRWAYS WHERE THE BOTTOM EDGE OF THE GLASS IS LESS THAN 60 INCHES ABOVE A WALKING SURFACE. 6. THE OVERALL SIZE OF TRANSOM AND SIDEUGHT FRAMES IS UNITED TO THE MAXIMUM SIZE THAT A MANUFACTURER HAS SUCCESSFULLY FIRE TESTED. O DOORS AND FRAMES - GENERAL NOTES O TEMPERED GLASS NOTES 1 NO SCALE 2 1/4" a 1' -0 SEE SCHED F FLUSH I EE SCHED, . 2' SEE 2" NV FLUSH DOOR WITH A NARROW VISION �H� GL GLAZING {I HM HOLLOW METAL MS MEDIUM STILE DOOR NS NARROW STILE DOOR SP SPECIALTY 1 9 Ir ZIP WSD WIDE STILE DOOR > WD WOOD DOOR 8 W Pill FP WOOD FINISH PLAM 53 <t4 w f6 ° I F WPL WOOD PANEL LAMINATED °' N N WD-F WD-NV HM -IA (WOOD — FLUSH) (WOOD— NARROW VISION) O DOOR/WDW ABBREVIATIONS O DOOR TYPES - HINGED DOORS © HOLLOW METAL FRAME TYPES 3 . NO SCALE 1/4 1. -0' 1/4' ■ 1' -0' I I O m NO aw sw .�� DOOR AND FRAME j . HEALTHPARTNERS mlr A mass a I' obi ucu w z A CONSTRUCTION DOCUMENTS I '"°m°°' "° ""` I "" • MY "� TYPES AND NOTES �i $TBJ.WATTR HIGH SCHOOL um we WWI or »a ma or ' r>. 0° " 1° 2018-033-40 .,..i...O•r. I e.n...rl.s I ri...i.• � " _ - ,�., A015l rw1 r BaM .rd NOM � • ♦ �-/ Ma _ NSA lb..u......•I.•I.m., uc .r: I SI MwOr, MY.N•Or.90E2 V • ♦V AI" -- . 1/4' ■ 1'-M . sssss.......ru••..1111• ? :"'.I °! T T'; T. . q• '4'T' I mt ivih N NOVEMBER 12. 2012 A481 ei....r.II.. RI 11411 WEu.OWORK CLINIC SBEAO . n•.uu ..oun. m.)L.m1 �oism•a0sa � � ` YL i irwAluE"dI�I I MO AwvviNO& DASHED UNES 1 -6" MIN. CLEAR INDICATE MAXIMUM (DEPENDING ON INTRU 1 -0" BY WALL PLANESION APPROACH) /—FRAME HEAD RABBET 6 M1N (TYPICAL) AA--A TYPICAL ` 8 ��ee WALL \ FROM PLANE / ` MAXIMUM � '0 9 � OF DOOR ` [� DOOR IR TYPICAL WALL WALL PLANE ` ;LIF°P'' 4 6" In" i / ILLUSTRATES ' � ' pi MIN .41111 AT THEICKER ALL I (OF DEADLOCK STRIKE 8 It. OF PUSH PLATE CONDITION AT INSWING r i OF HOSPITAL ARIA PULL _N, ELEVATION O PLAN AT INSWING APPROACH O APPROACH - NOT TO SCALE P t TY � 1 t OF DOOR PULL GRR' AND OF PUSH -PULL BAR ,, .N EE; Q OF STRIKE FOR LEVERS, / ILLUSTRATES 1 r -0" CLEAR o LOCKS, HANDLE SETS, id i 1 � PLANE OF WALL (DEPENDING ON AND FIRE DOT DEVICE o 6" ill AT THICKER KER APPROACH) 1 A MIN IISE_(3)� � FOR 10" AQA KICKPUTE OR c liar ` OoGOaltisS T MD 6' AS SCHEDULE) �Z F Lf ( CE PLATES ARE NOT R) I " rit 6' EXCEED 16" 0 RATED DOORS) s WALL TYPICAL �`� PLANE �`� TH O ANO N1 FOR }— p �� DOORS GREATER g It TypicAL j 6" MAXIMUM •` 3�-6' NA WIDTH. g I FROM PLANE �/ g p PROVIDE 1/4' BETWEEN ALL • ~ ' r z WALL A • e OF DOOR r PLATE AND BOTTOM OF DR V V § DASHED UNES / - ,j - - �. r \ \ 1 ;. INDICATE MAXIMUM ----/' ALLOWED INTRUSION / BOTTOM OF FRAME BY WALL PLANE NOTE: INFORMATION IS FOR RFFFRF?ICE ONLY. REVISIONS AS PER (TYPICAL) ELEVATION AT OUTSWING MATMIFAC URER AND LOCAL OODE VARIATIONS ARE TO BE SUBMITTED © PLAN AT OUTSWING APPROACH O APPROACH - NOT TO SCALE FOR REVIEW AND FINAL APPROVAL NOTE: AT NARROW CONDITIONS THE SETBACKS INCREASE DUE TO LACK OF WHEELCHAIR MOBILITY AREA - REFER TO ADA O DOOR MANUVERING CLEARANCES O DOOR HARDWARE LOCATIONS / CLEARANCE 3/4• - 1' —O" NO SCALE IfK HEALTHPART ERS 1 .�/ aaln atv tw 1 ' °p ° • CONSTRUCTION DOCUMENTS TYPICAL DOOR SU Par w rlaiwm M Me ° tiPaAaa. NO tNr I S A M AIM STILLWATER HIGH SCHOOL �"°�* *r MS WPM ,Tope ° • COMIC O. �tb 033-00 AND HARDWARE A,.AI t,.tt,. 1 t..l.,.rl.. I .I,A.I.. ♦, S O a k omf d • NaB1 ILA a..lt.a.... tglu I I uc SIIM�er, MImmoh S50R ' /�V a/ A - 3/4 a. 1'-0' DETAIL NOVEMBER 12 wEILOWORI( CLINIC ♦ >ww Z12 A482 T. Ltt"u 413.71.010.11 ..alpha a:.1L.a,. mresto mm•v mar BBERO OCOPnaae Mil. OPFIDI AM AaWwral,MC *REFER To . PLANS I I I I TAL CRI STUDS I I LEAD I I )(6" RAPPED I FRAME, J i I I LE LI D OOR � o FR AMES O NLY . a ME DOOR FRAME : ° I l METAL STUD RUNNER zz 0 DOOR O HEAD DETAIL 33/4" AT MASONRY; SUM OF STUD WIDTH + GYPSUM HOLLO BOARD AT STUD PARTITIONS O ET AL STOP AT Plus (2) 20 GA METAL (UNLESS NOTED OTHERWISE) STUDS J[�" OPENINGS AN D SOUND-GASKETED, NON -RA 1 , O DOORS WITH TED o W APPLIED STOPS V) . .O R FRAME w � o. ___- Ce - = STEEL STUD ANCHOR - - g ° w �J WELDED TO FRAME N oc 2 0 1n Z 7(I THICK LEAD 0 W WRAPPED IN FRAME 113(5" 1l3(I' o z _ LEAD LINED DOOR z _ � Xs" AT HEAD. JAMBS AND THRESHOLDS FRAMES ONLY. DOOR CLEABMKES: 15 DOOR Y� TO CARPET O IAMB DETAIL Ya" TO FINISH FLOOR OTHER THAN CARPET O TYPICAL HOLLOW METAL FRAME HOLLOW METAL FRAME DETAILS - MET STUD PTN O HOLLOW METAL FRAME DIMENSION REQUIREMENTS S UM OMNI * """�°°°" m CONSTRUCTION DOCUMENTS HOLLOW METAL HEAT THPARTNt] LOp° ` S ^°"' 1 °"'''" 0N0C1 . NOWT "' • °" '°'® FRAME DETAILS , � STITI E ATER HIGH ERS ,5 as u.,s OF WC ar p M0. 2o7e- o33-oo P ..NU Are .,. I ....... i . .o.11 OM s7019Nn�W Iuw.a NOM c "c NU Off1k ,..b un. -Ss. 1.1.0 T . r c/ T rtv- � vr Alw.er, NYnshISaI1 ,17YD,IER ,�. 30,Y A483 SBERG waI �woTSK airac '®` °""" ..1....... 1,.7„ "11..1,.7,...1,. ..�.�..,..� •CO.ItlNR w.IN7. MEN NO ROOM FINISH SCHEDULE FLOOR WALLS CEILING NOTES SHEET ROOM NO. NO. ROOM NAME MATt BASE NORTH EAST SOUTH WEST MAIL FINISH A210 128E -1 PASSAGE CPT-50 RB-I PT -1 PT -1 - PT-3 ACT -1 - - A210 128E -2 WAITING/ EDUCATION AREA CPT-50 RB-I - PT -1 PT -1 PT -1 ACT -1 - - A210 128E-3 PASSAGE CPT-50 RB-1 PT-3 - PT -1 PT-1 ACT -1 - _ A210 128E-4 STORAGE CPT-50 RB-I PT -1 PT -1 PT-1 PT -1 ACT-1 - L�ZJ ciVER A210 128E LAB RFT -1 RB-1 PT -1 PT -1 PT -1 PT-3 ACT-1 - - , 1 A210 128E -8 EXAM Al RFT -1 RB-1 PT -1 PT -2 PT -1 PT -1 ACT-1 - - _ _ _ _ , A210 128E -7 EXAM /12 RFT -I RB-1 PT -1 PT-3 PT-1 PT -1 ACT -1 - - A210 128E-8 TOILET CTF -1 CTB-2 MFIN MFIN PT-3 MAN ACT -1 - Al 74\4)11-r=rMi Q 71 ' I I 0 ©� 1 1 N °' ROOM FINISH SCHEDULE Y ' 1f #, 5 SCALE a. e ) 11 t . k , . -, FINISH PLAN GENERAL NOTES FINISH PLAN KEYNOTES ® LTId J [E A. ALL FLOORING TRANSITIONS TO OCCUR AT CENTER OF DOOR 1. INSTALL WCG-i REFER TO THE MATERIAL ID UST FOR FURTHER CPT-50 CPT-50 UNO. INFORMATION. - AU. B. PATCH A HOLES IN EXISTING SURFACES WHERE EQUIPMENT 2. INSTALL WCG-2. REFER TO THE MATERIAL ID UST FOR FURTHER —OPT -60> CPT'' D HAS BEEN REMOVED OR DEMOLITION HAS OCCURRED. INFORMATION. r PREPARE SURFACES AS REQUIRED FOR NEW FINISHES. PAINT DOOR FRAMES TO BE SPLIT PAT FINISH: PT-5 ON SUITE SIDE, ( RFT-1 i ' 7 ;/yI C. ALL MISC. PANELS, FIRE EXTINGUISHER CABI NETS, EXPOSED MATCH BUILDING STANDARD ON CORRIDORNESTIBULE SINE. DUCTING PARTS, LOWERS, VENTILATION COVERS, AND ANY ME EQUIPMENT NOT FACTORY FINISHED INCLUDING ASSOCIATED 4. INSTALL WOOD CHAIR RAIL SEE ELEVATION AND DETAIL FOR - lM�t I I 1NAITING/ HARDWARE WARE SHALL BE PAINTED TO MATCH THE ADJACENT FURTHER INFORMATION. WOOD SPECIES. CLEAR MAPLE OR _ 1 128E 71 I NKALCOVE. fir' OR FLOOR PART. FOO SURFACE ON WHICH IT OCCURS, UNO. MATCH BLDG. STANDARD. F OR PART. . D. PREP AND REPAIR ALL EXITING WALLS PRIOR JR THE 7YP FOR APPLICATION OF A NEW FINISH PER MANUFACTURER'S S EXTENT TILE TOAIJGN WITH TY.E AT OPPOSRE WALL OF EXAMS b LAB t RECOMMENDATIONS. x x _ E. ALL WALLS TO RECEIVE Pi -1 UNO. FINISH . M N 4 H E NOTES y 11 � R ` .__. Al MAN MULTIPLE FINISH TO BE INSTALLED. SEE FINISH PLAN ..._...+- r..x�x.r } ! t F. DOOR FRAMES TO RECEIVE <PT-5 > AND ELEVATIONS FOR FURTHER DETAIL .--..-.—^..^.^ '..-"..... ». » ".......' G. SEE ROOM FINISH SCHEDULE FOR ROOM FINISHES. © ROOM FINISH NOTES © ROOM FINISH PLAN • SCALE r •,,.r I ORO COM rIw Ts PM xmarAmx OIL ROOM FINISH SCHEDULE ' r HFALTHPARTNERS IO0 CIS POMO IN IC p1 OW LW COW CONSTRUCTION DOCUMENTS I I OrON 101 NO mfr I r A ' ..: OM FINISH FLOOR PLAN & �, fY"11 MOM WOO M UM Cif MR Of �$$O!!�� $TI HIGH SCHOOL ux loow • cam. "' 2018 -033-00 NO ar NOTES a,.xie,sl... I wfe..x I Moan. iRR® � '' 5701 61/xxElr laONdDA01 A • YV ` -I - AS NOTED nuca..axfnuw., uc f €`" SINxOOfr, Ir 11I"YYY11l///"� 111 i' i yl. ,`.I.�! . .�- NWEIIBER 1z 20,2 A490 wfn West • x.u. LO °€';` ,' €`BT WEUMORK CLINIC fxaf .e® nnxr•maar SEEM 2012 Tel nx.rfx.au ranlxn. 612.7311.4191 •00►Agd WW1 PM NO ANW W190NNflC L .::... :. ...:! .... ...................... ! , „":1111111,1111111 11 ! § Z 3 iii 0 li 1i e �: - S i � � m! N ii �'. O: i6' s g ii gi i i i '3i i I ! ;� mi j In I 111 ifi i�i � I s h iii 1 , j ffl ` � 7$y ll j i1 d ! : :G: . i iC! ! j i i 'NI iM!! i! i tail: 8 111111 li HI 11111i i . iii � !Thrill. iii � �� jillaii Hil 11 II • i 1:! j j j ini : j i • i j i! : ! ! j i i j j j .n ai iai Q jRj j l f g ' : ^ i i75 y@ f� i�i i iti' � it3 4 >s I 4444. ill. ' !.* Hill 1iH,,]::..a'''- y•iiisf alb i g: i i ■ ■ _ is f We j � i�i ' 3 8 i j 1j ! I i� 3QQ '0j EE lit ' ! 3: `7 E i it. E y h <1 { i .a 1 j i � i ski � It till! � i $ y ! h E P i i I • € �i 3� s {` i 8 iz . a; 7 j „ i 1 E 1 111411111 I � - pp i 1 '� 3 W �` � gE o fi 4 III I : II 4 � i z 1 j v ,i I i. ( 1 ^® iI ii Fi � � : i � 1 i i j E ' €x5;1: ; 10 a' gji .., i j N!� i OEI i $ i ! ° l: �ia s 1 g !! : i ii i # !ii : ni ! j l I- �i :j I i� his J WWII { j j ! W l i E a i 1107-1111,1111111111 111111 • ! i 8' r is ;i �i i s ski is :� � __,_,� 1 :11111:1 1 t i i , _ _ : ....... 4 tiMILE :!... ..44:4. : :: MO` A. ALL ACCESSORIES TO BE ACCESSIBLE UNLESS NOTED OTHERWISE. FD(T(JRE TYPE GRAPHIC DIMENSION B. ALL ITEMS SHOWN NOT NECESSARILY USED. GYP BD GYPSUM BOARD AND MASONRY DIM METAL STUDS C. FOR MIRROR INSTALLATION ABOVE CERAMIC TILE (CT) PROVIDE HARDBOARD FURRING BEHIND MIRROR FLUSH WITH MA$ MINIMUM MINIMUM MINIMUM MINIMUM MINIMUM FACE OF CT WAINSCOT. HOLD EDGE OF HARDBOARD %" BACK FROM EDGE OF MIRROR. SEAL THE RESULTING DIM OVERALL CLEAR STUD CLEAR UNIT WITH SANITARY SEALANT DIM SPACE SIZE DIM SIZE D. "�" SYMBOL SHOWN SERVES AS A PLACE HOLDER ONLY. REFER TO MATERIAL ID UST, SPECIFICATIONS AND 3 CAT R WALL LE UNTED RET) CHI 1 _10 1' -1 X" 396 1' -1' 4" ❑EQU ❑IPMENT ❑ DESIGNATES FOR ACTUAL EQUIPMENT NUMBER. E. APPR PRIATE DETAIL FROM THOSE MORE CHOOSE MOUNTED USTED. WHERE NO OPIION S LISTED CO RACTOR TO CHOOSE APPRPRIATE BACK TOBACK (:11 Ip 2'-O" t' -3 yt" 96" 1' -3' 4" METHOD. REFER TOini FOR MOUNTING SUPPORT DETAILS. FLOOR MOUNTED ' 7 y� 6• 6" 6" 4" SINGLE ( F. PROVIDE MOUNTING ®RTS AT ALL SHELVES, TOILET ACCESSORIES, MIRRORS, CLOCKS, CHALKBOARDS, MARKER (BOTTOM OUTLET) BOARDS. WALL HOOKS. COAT RACKS /HOOKS. WOOD TRIM, DOOR BUMPERS, FIRE EXTINGUISHERS AND OTHER ITEMS TO FLOOR MOUNTED 7 y,• 6' 6" 6" 4" BE SECURED TO WALL. UNLESS OTHER MEANS OF SUPPORT ARE INDICATED. BACK TO BACK G. PROVIDE MOUNTING SUPPORTS AT LOCATIONS REQUIRED BY OWNER FOR OWNER INSTALLED ITEMS. CONTRACTOR TO (BOTTOM OUTLET) COORDINATE WITH OWNER. FLOOR MOUNTED SINGLE C AI CAI II 1' -10" 1' -1 74" 396" 1' -1' 4" H. THE CONTRACTOR IS RESPONSIBLE FOR MARKING LOCATIONS OF ITEMS REQUIRING MOUNTING SUPPORTS. (BACK OUTLET) J. REFER TO FLOOR PLANS FOR INTERIOR PARTITION TYPES. FLOOR MOUNTED BACK C I I) 2' -O" 1' -3 X" 3 96" 1' -3" 4" TO BACK K. ALL PLAN DIMENSIONS SHOWN HERE ARE TYPICAL UNLESS NOTED OTHERWISE. REFERENCE FLOOR PLANS FOR (BACK OUTLET) ADDITIONAL ROOM DIMENSIONS. LAVATORY WALL MOUNTED 7 y, g• 6" 6' 4' SINGLE E l I L. DOOR LOCATIONS SHOWN HERE ARE FOR EXAMPLE ONLY, REFER TO FLOOR PLANS FOR ACTUAL DOOR LOCATION AND WALL MOUNTED f[�1 C]1 7 ye g• 6" 6' 4" SWING. BACK TO BACK Cl �7 M. ALL FIXTURES AND ACCESSORIES AT HANDICAP ACCESSIBLE ROOMS TO MEET HANDICAP ACCESSIBLE CODE REQUIREMENTS. O PLUMBING CHASE SCHEDULE N. ALL CLEAR DIMENSIONS ARE FROM THE FACE OF FINISHED WALL/PARTIRON TO FACE OF FINISHED WALL/PARTITION OR 2 1' -0' _ 1'-0' FACE OF EXISTING WALLS. SEE PARTITION TYPES FOR ACTUAL THICKNESS OF PARRTIONS. O MOUNTING HEIGHT GENERAL NOTES 1 1 ._ 0 " a 1• -0" GRAB BAR GRAB BAR LENGTH (CENTER LINE) GRAB BAR GRAB BAR LENGTH (CENTER LINE) <GB -1 > t.-O" 3' -O' 1' -6 (GB -6> 3' -6" 2• -0" <GB-7> 4 <GB -4> 2' -6" CD GRAB BAR SCHEDULE 1 ' - a t' -0" ppV mar x sa ns >. «� TOILET ACCESSORIES HEALTHPARTNERS 1 °A" "' " "r` ' '"°r"'" ° CONSTRUCTION DOOJMENTS ..w.a"o,11�1aM "°"' UNWED & INFORMATION ma �{q{{ STILLWATER HIGH SCHOOL , I « WWI x Law a 1W WAR a • COM W. 2010-033-00 /seen I s•si•••ri r I ",••l,r ma Ittal o S lade r ♦ arat[ xu•.cue•a•ea/ sul uc 44"''4°4° SUw � ♦V �i as� •s• MN svr x•rn• Mee u• vs % $ 1.. T ' ° � 0 � NOVEMBER 12. 2012 H ili .••r•1•. WELLoWORK CLINIC amc NNW 9BE11D taz *•i•r••u 1113.7./.11114 r•auu• m sr.•ur armrxnar•n0� oCahMa1" WWII Olska 1 NC ANCW® © EXISTING WINDOW TO REMAIN TYP SHIM TO MATCH DEPTH OF C7W -1 AS FOR INSTALLATION � SCHED © / ACHED- OF MIR -1 /' 1' -10' ULED 16'x96' , � 1 � - ,, © F -� �.�t„ --� _ L -J �r - 'l L_J a•.a 1 M r i f. 4 i `` ® LD VERIFY CFIAIR =��� � .. �� � ■ MI macs. !� NN. EO SYS FIE LENGTH AFTER L 0 0 �� i ® EL�E �• HAS BEEN INSTALLED N y EIMINO� �■ Nrairimme II ^__ I� ® FURNITURE X m V -10` T 2 8' 4 XAM ROOM #1 EXAM ROOM (TYPICAL) ()EXAM ROOM (TYPICAL) 0 ° M ROOM #1 0 1/4.1'-0' 0114'..1'-0' 114=T-0• II W1824 W3624 111824 SOFFIT 1b -x96' El— .. ; - a �^� ARM) 42ED ii i i / ' I II �� I 1 ��� I �qx. _� � �����y SHARPS .x. `_. a , —� � � riiiii UNDER-CABINET PLUG MOLD BINET LIGHTS Cx1„�► ....,v, JI .... v �»�i ii • - ` i X2:1 1' -1 3 p" 81536 82136 B3636 m C 5' ac 1 30 DEEP 30' DEEP XAM ROOM #2 * ° M ROOM #2 LAB 0 1µ•s1-0. 0114.4.1.-0" „ a.,a NE■.a 2Nr r �■■ ■ INTERIOR ELEVATIONS ��'� ////''''!!!! HEALTHPARTNE�15 Ivor IN ,■vA■m Nr rcA''" I. OILY IM MO ,xaler CONSTRUCTION DOCUMENTS FR. ■■t■■■N ■e S l w A OILY ,ms® A■O■ 00 LOW lI■ MI OI M ■0a[ a1 STiLLWATER HIGH 5>v}IOOL 1•11111006 ♦ 00 ° M0 ' 2018 - 0333 -00 A.s•i,.s,... 1 511 3333 •1 t n...inl �. 5701511 Bagmen' Not NSA Ars ♦ >wYt 1/4 1'-0' Oil ll npn.•.1 8511..•.., 110 011rar. l■•rrh 550111 550111 • II ♦V /� uer.•I••rlx • Mt. 511 r' .. r .1 r` °� NOVEMBER 12. 2012 „ 1 WELLOWDRK �` sllx •x■ SBF710 Sol 51x... 412.711.4111 51•.1.1N 111.751.4111 1 ■.ml101■■•llm■!! *COMMIT WIN■. OXEN AND ABIWIw30N1NC. GM} W1224 1113324 W3324 W3324 <ZEN, ® EN 4r_ FASCIA CABINET i� •MWMINEVIDIEW LIGHTS UNDER ® ,�����•�� WY — . �. ;��_� IImi �niii ® I l u- w i AM PASS -THRU ■�� c ■ ■_ I1■ 1__ 1 -w .�� I; �oo� n ' CABINET CONTINUOUS ■iii 6■■ ° ■U■I!bli■ t o I � a N PLUG MOLD ..,I, ■■ --^•.-.� 1111111111K11 m os_� ...��.� ri��IW���r. m m := 7�U1�L.a• 82736 B18313 3,4' LOCK LOCK U .C. MAX 2 OEEP3OCEEEP REFRIG- ERATORS. • O 1I4 CDT LE R M ®TOILET RM CABINEHRU 0 SOFFIT SOFFIT CABINET 11.11W3324 W3324 MOW Cala €05, FINISHED END lill - ,,,, loos MIN . • :INET UNDER - CABINET MI _ I•! U GHT3 _LIGHTS Int ` Ira M 00 10 CC � 1 ■' ' CONTINUOUS CONTINUOUS 4 , PLUG MOLD PLUG MOLD MI IMMW t miC7miuuuN•ml. i , 83836 836363 m B2238 m LOCK LOCK LOCK 24' DEEP 24. DEEP 21' OEP O TOI ••- RM ®1µx -AB C31114•=1•-0' LA6 Nam( COMFY *•* INTERIOR ELEVATIONS IR. HEALTHPARTNERS Ivan w PROMO n lc a UN= w molar CONSTRUCTION DOCUMENTS 1 yL7� YaN00N NO Min 1 MI A OW' MOM STILLWAT HIGH SCHOOL AMMO lle MI WE sNE[ OF Com xa a0,e -o3s ao A.clld.ly I e.n....l.l I n...1.1 �m �l ia ' • S OI YNOII &Pawn NOth �, • _ x.urt.u•a. W wpuo., A. i ®: =w a, Minto MC .4 aY[ ,/4 1'-0' • . 0 HA ...1..1.11.11. :, R,. r tr • . rl.. p. CLINIC • a° ' NOVEMBER 12. 2012 A602 xl....LU., xl.... u 1. IlI.III..lI WELL�WURK CLINIC �Nw Pow T•I•.1... 411.111.611.751.1t. NN0XMx>d-40MEr SPERO O WNIIaNr1vM cc01ELI MO ■•••MffiNMa. UNDERSIDE � ; UNDERSIDE :: - OF ROOF DECKING :.. DECKING :. ` � Rini' • lioN CAO C I G .*: N '� i' N' • : ' . co A. PARTITIONS AL BE TYPE AT' UNLESS OTHERWISE NOTED. SEE SHEETS A661 AND A662 FOR �• . . • . PARTITION .y • :; �: :�; 8. ALL ELEMENTS OF PARTITIONS SHALL EXTEND TO ROOF OR FLOOR DECK ABOVE AND ALL JOINTS No �: � ;. AND PENETRATIONS SHALL BE FILLED AND SEALED. 4. : :. �� �: C. REFER TO SHEET A662 —A663 FOR PARTITION DETAILS. :. ow :: ,.: D. REFER TO INTERIOR PARTITION TYPE SUBSCRIPT KEY FOR SYMBOLS USED TO IDENTIFY 4 •' :• : ADDITIONAL REQUIREMENTS OR MODIFICATIONS TO BASIC PARTITION TYPES. ! I •S! No • : :• CP :'. E. PARTITION TYPES DESCRIBE GENERAL REQUIREMENTS FOR PARTITIONS. REFER TO PRODUCT :I.: :o MANUFACTURERS' SPECIFICATIONS AND REQUIREMENTS OF APPLICABLE TESTING AGENCIES FOR • : •: SPECIFICS OF PARTITION CONSTRUCTION. SEE SHEET A661 —A662 FOR TYPICAL PARTITION s� o : * DETAILS /CONDITIONS. 00 * ��. F. PARTITION REQUIREMENTS SHOWN ARE CONSIDERED MINIMUM STANDARDS. WHERE CONDITIONS OF : �� ' THE WORK CAUSE PARTITION(S) TO EXCEED LIMITS RECOMMENDED BY MANUFACTURER. REINFORCE � : ; :: . .j, PARTITION(S.) AS MAY BE REQUIRED TO STABILIZE FOR GIVEN LOAD CONDITION. : � ... :: G. PENETRATIONS IN RATED PARTITIONS AND CONNECTIONS OF THE PARTITIONS TO OTHER PORTIONS O - ..! : ••• :l i 008 OF THE WORK SHALL BE IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDED DETAILS AND IN �. �` COMPLIANCE WITH APPLICABLE TESTING AGENCY REQUIREMENTS. WHERE ©S ©A H. THE FINISH IS PARTITIONS STRAIGHT OR CONTINUOUS MEET, MAINTAIN H OTHERWISE NOTED. ARE ALWAYS ON THE SIDE WHERE LINO SUBSCRIPT EUBSCRIPT D ' SUBSCRIPT 'A' STRAIGHT AND /OR CONTINUOUS UNLESS OTHERWISE NOTED. EXTEND TOTAL EXTEND R A AND EXTEND PARTITION PARTITION TO STRUCTURE AND GYP TO 6' ABOVE I. TYPICAL FLOOR PLAN DIMENSIONS OF PARTITIONS ARE TO THE NOMINAL FINISH FACE OF STRUCTURE BD ON ONE SIDE CEILING AND GYPSUM BOARD UNLESS NOTED TO THE CENTERUNE OF THE PARTITION. PROVIDE BAIT INSULATION OVER J. INSTALLATION OF GYPSUM BOARD. BACKER BOARD AND BASE BOARD SHALL CONFORM TO PARTITION TYPE SYMBOL AND SUBSCRIPT DEFINITIONS TOP OF WALL REQUIREMENTS FOR FIRE RATINGS AND ACOUSTICAL RATINGS. O NOTE: WHILE TYPE "A3" IS SHOWN ABOVE, SUBSCRIPTS MAY APPLY TO ANY PARTITION TYPE K. INSTALL BLOCKING OR BACKER MATERIAL FOR ATTACHMENT /MOUNTING OF WALL HUNG ITEMS OR EQUIPMENT DESCRIBED IN THE DOCUMENTS. SEE DETAIL I/A682. © AN L GA AND UL TEST NUMBERS MAY VARY DEPENDING ON THE MANUFACTURER OF COMPONENTS N ACTUALLY USED BUT SHALL ALWAYS MEET AND /OR EXCEED PROJECT SPECIFICATION. NOBACO M. PROVIDE SPECIFIED GAUGE FOR METAL STUDS (<MET STUD -1 >) UNLESS OTHERWISE NOTED. INSULATION N. PROVIDE TYPE 'X' GYPSUM BOARD AT FIRE RATED PARTITIONS. PARTITION TYPE SYMBOL AND SUBSCRIPT DEFINITIONS Q. PROVIDE TILE BACKER BOARD (<GYP 130 -23 >) AT WET AREAS THAT ARE SCHEDULED TO RECEIVE O NOTE: WHILE TYPE 'A3" IS SHOWN ABOVE, SUBSCRIPTS MAY APPLY TO ANY PARTITION TYPE CERAMIC TILE FINISH AND AT AREAS SO REQUIRED BY CODE TO RECEIVE IT. INTERIOR PARTITION TYPE SUBSCRIPT KEY O INTERIOR PARTITION GENERAL NOTES CD NO SCALE 2 1' —O" — 1' -0' o RROr OMIT nv na ..r.. s.vcaRR RR INTERIOR PARTITION �.�j HEALTHPARTNERS �v w MOM n IC OR um w COW CONSTRUCTION DOCUMENTS I � ..aRRO1 MO DIN I w A DRr um® • INFORMATION STILLWATER HIGH SCJiOOL AC UM a DC COW a R. . I.r...... a� � g5 i �1!ffi� t a . 3701 a R r . aKRm 2018- 033-00 . r MN .1 •.u..n.... Wb.o uc itifIRF " 1 SSI w .1r, Mi.R 59011 �A� ♦� VARIES MS. ..r.....r.. ”','r..' T 0 1 • TT r �;: A 1ac NOV0,8F21 12. 2012 A660 Ab. •r ...... ID, WELLOWORK CLINIC Y°a. DAWN seem TO ...... .......•..80 no .rl M..1.. IYOIWIC O.TY.! •wP.wmrt RAC amM MID • WIAMSO w 3 <INSUL -40> (PROVIDE 2% <WSUL -40> . 4r <WSUL -40> (UNLESS DIFFERENT OSERIES I. AT TYPE -A2- ACOUSTIC RATED PARTITION O SERIES I ' 4 a THICKNESS IS NOTED BELOW) �_ AND /OR AS NOTED BELOW) I 1 r NONCOMBUSTIBLE � NONCOMBUSTIBLE h - _ - ' <MET STUD -1> AT 1' -4' DC . �5 <MET STUD -I> AT 1' -4 OC SF ONE LAYER <GYP DO-I> (EXTRA LAYER AT AVAILABLE FIRE 1 1 ONE LAYER <GYP BD -1> EACH SIDE NO FIRE RESISTANCE I i r i ACOUSTIC RATED PARTITIONS, SHOWN DASHED) RESISTANCE: 1 HOUR ' or. 1 EXCEPTION: INSTALL <GYP BD-36> AT RATING AVAILABLE i .I, WEST WING PATIENT AREAS INCLUDING I �: METAL STUD BRACES AND RUNNERS TO . 1 I BACK -UP SEE NOTES BELOW FOR SPACING. CORRIDOR W415 & W416. PATIENT WHERE STUD DOES NOT EXTEND TO RUNNER PLAN VIEW SHOWER W421, SECLUSION ANTE ROOM, AND STRUCTURE ABOVE PROVIDE BRACE AT SECLUSION TOILET W423, SECLUSION TOP OF STUD IN ADDITION TO SPACINGS ROOM W424 AND CONFERENCE W484. NOTED BELOW PARTITION WIDTH (SEE BELOW) REFER TO PLANS AND DETAILS FOR PLAN VIEW DIMENSIONS STC WIDTH AT STE PIN STUD PIN 1 HOUR Wp W/ NOTES PIN STUD PITT , ApOUSiIC W NSUL /G W/ NOTES WIDTH WIDTH CONSTRUCTION 11375 INSUL INSUL PARTITION I INSUL GA FILE NO WP1070 1 HOUR REQD 1X8 MIN OF PROVIDE BRACES TO BACK -UP AT O .- 3.x UL DES NO U448 - -49 3 PSF <INSUL -24> B1 146 21 26 N/A N/A 4' -0. OC MAXIMUM VERTICALLY DES NO U494 40 -44 47 EST 1 HR REQD 214• MIN OF <INSUL -24> 174 <INSUL GA FILE NO WP1072 PROVI BRACES TO BACK -UP AT O 3W 4776- GA FILE NO WP1200 40 -44 45 -49 O 2>4- 316- 33x- N/A N/A 4' -0. OC MAXIMUM VERTICALLY UL DES NO U465 3W <INSUL - 40> GA FILE NO WP1072 PROVIDE BRACES TO BACK -UP AT O 4 an- GA FILE NO WP1200 40 -44 45 -49 83 3% 4% 4W N/A N/A VERTICAL MIDPOINT OF STUD WHERE UL DES NO U485 UNBRACED HEIGHT EXCEEDS 12'-0 - GA FILE NO WP1072 36- PROVIDE BRACES TO BACK-UP r AT A6 6- 7% GA FILE NO WP1200 40-44 45 -49 O 4' 4 ST$ N/A N/A VERTICAL MIDPOINT OF STUD WHERE UL DES NO U465 UNBRACED HEIGHT EXCEEDS 12' -0• GA FILE NO WP1072 PROVIDE BRACES TO BACK -UP AT O 8 9% GA FILE NO WP1200 40 -44 45 -49 BB 6 6% 7% N/A N/A VERTICAL MIDPOINT OF STUD WHERE UL DES NO U465 UNBRACED HEIGHT EXCEEDS 12' -0- GA ALE NO WP1072 O 3W 4776- GA FILE NO WP1200 40 -44 45 -49 UL DES NO U465 NOTE: SOME PARTITION TYPES DESCRIBED ABOVE MAY NOT BE REQUIRED ON THIS PROJECT. NOTE: SOME PARTITION TYPES DESCRIBED ABOVE MAY NOT BE REQUIRED ON THIS PROJECT. NOTES: 1. NOTES:1. OMIT BRACES TO BACK -UP WALL & SIZE STUDS ACCORDINGLY AT ACOUSTIC RATED PINS. 2. 2. 3. 3. 4. 0 5. 0 5. 5. PARTITION TYPE SYMBOL PARTITION TYPE SYMBOL O INTERIOR PARTITION TYPE A SERIES CD INTERIOR PARTITION TYPE - B SERIES 1 1 1/2 = I , — I 1/2- = 1. -0- OF VC we HFJLLTHPARTNI3tS I IErlr COATI Na 16 ' '" INTERIOR PARTITION 1i1(/,' or ra t.v a... ucu rr An A TYPES CONSTRUCTION DOCUM ■�( m ama s NOWT Irr AA LT 11ma0 IT / \l {y�r ST1LLWAl13L HIGH SCHOOL UN a 1° 2018 - 033 - 00 Am.rb.1... 1 t ,..r1 t 1 ,...ut �� 1 1 �. I . M SIikabr WNW Nar , mu xuAr.hrl.n. u. op. ..r., uc - f11F,Lpq lhrrtay SSOQ I 1/2' - 1'-O' Tit et. Street ..rU•t.rl. Ile ssa "• 'Y' Te?':<8I q . , ./I 1 m 110. i/ 12. 2012 A661 .. 02.7". I 11 LI UU.1..JUI W0.LOWORK CLINIC Tel .I......i.i...• ....r-rl.. SEEM Ii ll.)it.l ltl llm[ A "-'� T'-s� 1 La •CMIOR 1WrL1 GREEN AM ABW10/0/2 JMC. SUBSTRATE • ®SERIES Q ONLY FURL -1> AT 1' - OC AT TYPE "U78" ONLY NONCOMBUSTIBLE <MET FURG-2> AT ,' -4" OC i iZ 7�s� NO FIRE RATING AVAILABLE NOTE EXTEND GYPSUM BOARD 4" ABOVE ACO USTIC CEIUNG TILE OR STOP AT GYPSUM BOARD CEIUNG UNLESS NOTED OTHERWISE EtatLyuat (ACOUSTIC INSULATION REQUIREMENTS DO NOT APPLY UNLESS INDICATED ABOVE) PTN STUD PIN STr TYPE WIDTH WIDTH W/O W/ NOTES WSUL INSUL %" 1) " N/A N/A <MET FURG -1> (HAT CHANNELS) U1 1" 146" N/A N/A <MET FURG -2> (2-FURRING) ® 1r 216" N/A N/A <MET FURG -2> (Z- FURRING) 0 2" - 2W N/A N/A <MET FURG -2> (Z- FURRING) 0 3" 336" N/A N/A <MET FURG -2> (Z- FURRING) . NOTE: SOME PARTITION TYPES DESCRIBED ABOVE MAY NOT BE REQUIRED ON THIS PROJECT. NOTES: 1. 2. 3. 4. 0 5. PARTITION TYPE SYMBOL O INTERIOR PARTITION TYPE - U SERIES 1/2" = 1' -0" FR HEALTHPARTNERS 11°°` eats n.E T6 > ° INTERIOR PARTITION SIP® w rlvwm Imo uEU w aES CONSTRUCTION DOCUMENTS ' .°" I "°�"� TYPES STILLWATER HIGH SCHOOL I" * 1 O' ° "� a 00 M zote - au o0 a■u.a•r• I 1........ 1 .....1 S4 ;*., y7pi SUwls lyy,�y ""yl � uc EOM H Stillwater, Mmicb 1 1/2' - 1' -0" • •...1. 41.41- ..i.•... Y'"zT 1 . Tyr .EC NOVEMBER 12 2012 A662 I• • " ' WELL ®WORK CLINIC Im[ A aw« SBfliO 2.1 •riu• 412.7".." nea.1• "2 7".•". La .nm.wuarnwae I 0 0 N• SEL OMEN NO Ate. IL , J I STRUCTURE DS TO j p r t ; ' TYPICAL DEFLECTION JOINT - 11111 II SEE DETAIL 3 FOR GENERAL _ � NOTES - SEE DETAIL 5 FOR ( (SEE PLAN) 1 - 1/2' CHANNEL BRACE TO j ' ��� RATED PARTTION NOTES 7 p II II STRUCTURE, 48' OC MAX 4 AS CIFlED �I 1 0�i AS SPECIFIED N • J • . f i �∎ (SEE PLAAND NOTED ) - ?. AiMi ' .'1� Y I I , I f ( IUNG I " Rl►i■ - AS SPECIFIED — A I F ,,.y4 ,I,I. (SEE PLAN) CD PTN AT STRUCT (FIRE RTD PTN) B PTN AT FLOOR (TYP /CHASE SIMILAR) O PT AT�CLG /STRUCT (NON RTD PTN) TYPICAL DEFLECTION JOINT •, 4. c 7 ) D TYPICAL METAL STUD alz t,45 � 11:101 1iTI� � �d \ lI V 1 " MAX SPACE AROUND — er g (!i M O ;,, _ a 2 "z2'x2OGA METAL ANGLE , �4.. .av � PENETRATIONS IN GYP BD. FILL Z , A - SPACE W/ INSUL -24 AND SEALANT U NE TOP. BOTTOM. BACK AND SIDES 4 ■ al S = 1 OR SIM BASED ON UL LISTED ARE / WITH (1) LAYER OF GYP BD AT y 1 y , ELECTRICAL BOXES AND /OR RESISTIVE JOINT SYSTEM (FRJS) UNRATED WALLS AND 1 HOUR WALLS. Z ....me OTHER RECESSED ITEMS R N g (2) LAYERS AT 2 HOUR WALLS rii1�% (J .t.-71.1311 e AS SPECIFIED 11 t (P�: ��°+ AS SPECIFIED .i AND NOTED : < FILL WITH INSULATION. 1" ■ % AND NOTED i CEILING ■u 1 CLEARANCE REQUIRED 1i11r , - jz _ _ _ ► SEE MANUFACTURER FO CABINET J1 SEE PLAN) -- �di - —� DEPTH REQUIREMENTS (SEE PLAN) 147 1111 AT FIRE RATED PARTITIONS SEE FIRE RESISTIVE JOINT SYSTEM (FRJS) FOR PENETRATION REQUIREMENTS i n ) PI o. N AT E CLG /STRUCT (SOUND RTD PTN) PTN AT CABINET (FIRE /SOUND RTD) F PTN AT PENETRATION (FIRE /SOUND RTD) O TYPICAL PARTITION DETAILS 1 1/2 = I . -0- NOIOT aam my Of l OR N+ INTERIOR PARTITION I IN M W NC as u m W 0167 CONSTRUCTION DOCUMENTS • ■POMSON No MOT I NI A OILY U11n® STILLWATER HIGH SCHOOL M . Of IC IOU a car Iu 2018 DETAILS A..I N.In. 1911....1.11111.....1 gI L �. SO1t1Ia1trIahoodN.M - , , . fOV.O NIA un.pu..., 0.0 420 9 �a.lq*I.Nd550R 1 1/2" 1'-0' sn ...n....111 �':S V °`Y'"• , : T" T '1 ': . . • ME NOVEMBER 12. 2012 A663 Ill...... u.. x WELLOWORK CLINIC 11>tti '{I.o .i 11P181 sSWIG T...... 111T.TI....I.....la.l. 111 11..1111 omolOONC,INsaNO •COMNW HAMEL MEN NO ANCMNOKNG NOTATION CASEWORK ABBREVIATION (SEE BELOW) MILLWORK, UNLESS NOTED OTHER WIDTH REFER TO BOTH ARCHITECTURAL CASEWORK AND F . - U WIDTH OF CASEWORK HEIGHT OF CASEWORK A. CASEWORK SHALL BE (PLAM -1 >. REFER TO ELEVATIONS FOR INFORMATION. 8 ,301 AND s — B. TALL CABINET STORAGE TO BE 2' -0' DEEP, UNLESS NOTED OTHERWISE IA (IF C. WALL CABINETS TO BE 1' -1' DEEP CLEAR INSIDE. UNLESS NOTED OTHERWISE LOCKS. --- MODIFIER ONE (WHEN USED. SEE BELOW) OTHER THAN NE TYPICAL) D. BASE CABINETS TO BE 2' -0' DEEP, UNLESS NOTED OTHERWISE. FILE. -- MODIFIER TWO (WHEN USED, SEE BELOW) E. SET TOPS OF ALL WALL CABINET CASEWORK AT r -2' ABOVE THE FLOOR, UNLESS SHOWN O CASEWORK NOTATION OR NOTED OTHERWISE. F. CABINET FACE TYPES SHALL BE FLUSH OVERLAY, UNLESS NOTED OTHERWISE. G. ALL BASE CABINETS. WALL CABINETS AND TALL STORAGE CABINETS SHALL HAVE ABBREVIATION DEFINITION FINISH PANELS AT ENDS (TO MATCH CASEWORK PLAM). SHOP DRAWINGS TO INDICATE THIS. 8 BASE CABINET H. CABINET BASE AT FLOOR TO HAVE FINISH AS INDICATED FOR ROOM OR AS DETAILED. REFER TO ROOM FINISH SCHEDULE. L LOCKER (NOTE: REFER TO CASEWORK, METAL SHALL BE AS I. REFER TO ELEVATIONS FOR QUANTRY OF ADJUSTABLE SHELVING AND CONFIGURATION. NOTED) SHELF MATERIAL SHALL MATCH CABINET MATERIAL, UNLESS NOTED OTHERWISE. S SHELVES J. ALL CASEWORK TO BE ANCHORED TO BACKING PLATES. REFER TO DETAIL 1/A682 FOR ANCHORAGE/BACKING DETAILS. T TALL STORAGE CABINET K. WALL CABINETS WITH VALANCE FOR UNDER CABINET LIGHTS SHALL NOT HAVE AN INTERMEDIATE SUPPORT AT MULTIPLE ARRANGEMENT OF CABINETS. W WALL CABINET L METAL BRACKETS, WHERE REQUIRED TO SUPPORT COUNTERTOPS, SHALL BE NOT LESS THAN 2' -8' OR GREATER THAN 4'-0' OC MAXIMUM AND 6. OC MAXIMUM FROM OPEN END. ATTACH TO STUD OR BACKER AS INDICATED IN DETAIL 1/A882 AND 3/A683. USE METAL BRACKET BKT -1, UNLESS NOTED OTHERWISE. MODIFIERS DEFINITION M. PROVIDE PAINTED 1X4 MINIMUM HARDWOOD CLEAT BETWEEN BRACKET ANO WALL WHERE COUNTER TOPS TERMINATE AT WALL WITHOUT BASE CABINET. BRACKET FINISH TO MATCH 16'D, 30 ETC DEPTH IF OTHER THAN TYPICAL WALL COLOR, UNLESS NOTED OTHERWISE. ' 0. TYPICAL CABINETRY PROFILES SHOWN TO CONVEY CRITICAL DIMENSIONS. REFER TO FILE DRAWER(S) TO BE FILE CABINET(S) ELEVATIONS FOR SPECIFIC CONFIGURATIONS. REFER TO SPECIFICATIONS FOR JOINERY AND QUALITY REQUIREMENTS. LOCK PROVIDE LOCK P. COUNTERTOPS SHALL BE TYPE 2SR, UNLESS NOTED OTHERWISE REFER TO DETAIL 1/A681. NO APRON APRONS NOT REQUIRED AT OPEN SPACE R. PLAM COUNTERTOPS SHALL BE <ligED. REFER TO ELEVATIONS FOR INFORMATION. S. MINIMIZE OPEN JOINTS IN COUNTERTOPS. SEAL ANY OPEN JOINTS WITH FOOD AND DRUG O CASEWORK ABBREVIATIONS AND MODIFIERS ADMINISTRATION APPROVED SILICONE. U. GROMMETS: PROVIDE A GROMMET AT EACH LOCATION WHERE POWER OR SIGNAL DEVICES OCCUR BELOW A COUNTERTOP, UNLESS NOTED OTHERWISE. Q ARCHITECTURAL CASEWORK ABREVIATION CODE ARCHITECTURAL CASEWORK GENERAL NOTES 2 1, -0, - 1 , -0 , 1 1, -0. _ 1 , - .,11 I lm. e m irMNQ r .�e.ol IA CONSTRUCTION DOCUMENTS CASEWORK ABB • NOIMI T et 1111 M4. Mc On I1NCO w INnsr REVIA- 11PO1®1 ANN INN I AN A ALLY MONO me STILLWATER HIGH SCHOOL 1AAA wt ANA On At MX a • OO NL In TIONS AND NOTES NIA A MUM A.fu22a.r. 11.11....1 HEAL HPARTNERS .I.L.a.. se - 4 50L DIB111real. d NAM , • N oNe V 201E -0.73-00 n11l.e1, .11...r. TLC i'ffidBN DAMAf, AONNIAA � ' MF9 421 122 1.r11. 1.444 10 ,m, I, '1" T'T dA .� i • �. pa 44 Mu...A.l1 x1.....1. 11.11 WELI.OWORK CLINIC Im[ PIOMOIEElt 12. 2012 l68O ERR .711.4411 4.1,1.11. 112.l11..L11 M ANm22N11A.1NNN� EBE11D O COPH•E Nora PM N 4M ONJ C. y4IE; _ — SCRIBE ALL COUNILKIOPS, BACKSPLASH AND ENDSPLASH, WHERE APPLICABLE, TO PLAN FACED WALL AS NECESSARY TO CREATE CONTINUOUS SCRIBE CUT TO FIT ^ FIT BETWEEN WALL AND CASEWORK. I ( l FACE OF WALL SINK - REFER " RADIUS AT TYPE 2SR 1 TO MECHANICAL O PLAN AT CABINET SCRIBE L 88888�8888� ■ FACE OF WALL L FIXED PLAN TYPE 2S & TYPE 2SR: N ? PANEL PLAIN WITH PLAIN EDGE & BACKSPLASH „+1 m SET BACKSPLASH IN PLAN FACED �'� PIAM FACED 3 , 4 . SEALANT ON COUNTER FILLER CUT TO FIT FILLER CUT TO FIT SOLID SURFACE 2" MIN FACE OF WALL TYPE 4S: SOLID SURFACE © PLAN AT CABINET FILLER - INSIDE CORNER O PLAN AT CABINET FILLER © COUNTERTOP TYPES © CABINET SCRIBE / FILLER DETAILS O SINK BASE CABINET 3/4" = 1' —O' 3/4" = 1. -0" 3 3/4" e 1 • -0" OPENING IN TOP Wye', w p • PANEL FOR TRASH ADJUSTABLE PLAN I ,, „, . ! I _ i SHELVES - REFER TO I ELEVATIONS FOR I I 1111 I QUANTITY I DRAWER UNIT 1_ DRAWER UNIT t3f i I In N UNDER CABINET UGHT Q I I � Q W Z 1 I ri - REFER TO ELECTRICAL do DRAWER UNIT w O z Z ADJUSTABLE = O I W ASTE RE CEPTAC LE O O Y F 1 ELEVATIONS FOR • NIC LOCATION & EXTENT I W J QQ O Ca� ) I v E ce lar 1 '! DRAWER UNIT W o w N I it ` 7 1 2Y4 TYPAT a UC UGHTS i' - 1" 3" TYPICAL. AD SHELF W //UC 3 DRAWER 1 DRAWER / WASTE LIGHT WALL CABINET u. - BASE CABINET BASE CABINET O BASE CABINET O 3/4" .. 1 O 3/4" — 1.—o- 6 3/4" a 1. —D 3/4" — 1 " —O• HFALTHPARTNERS 1 1 moer'i I NI rw"vlaw a CONSTRUCTION DOCUMENTS CASEWORK DETAILS MOO (.�7 Rrac w re nal � a umu w oisr I 2110.1071 .. immi .10 WC la. A Im MC �s STILLWATER HIGH SCHOOL w 8 l"°° °� 1 °' ° 'e '°°E °f 0°'l M1 ' 2018 A,tAlua.,. 11.113301.1 I n...1.1 EN ; 57 SIYOrRRN1Yei I/1rY1 • tJli 14 w V-0 • .CA A,tA11.te.,.11.11...r.. llt �p B8.1Cr, *nimbi 55033 • i V II.' f J - l r / 42. SO Maw *web •11.18. -, "" T e?TIIT I " NOVEMBER 12. 2012 .1..... WEU.OWORKCLINIC b1... SBErm A681 • 111..111 ..1.1.11. 111.711.1111 Ira ma.IMIR•lltRmr 0 MOOR WOO. NFnl NO AaRMw sommO 1/2" O � R TO FLOOR k 6 EASED EDGES i PLAN FOR "J" BEAD AND SEALANT JOINIT PARTRION TYPE PLAN -4 ON r CORE MATERIAL 18 GAGE 1 1/4" X SECTION # 0 ENCLOSURE 1 1/4" X 8" METAL CUP ANGLE ' I, " o 1 CONTINUOUS METAL CUP WITH m "" �j '" " RAN i; + CONCEAL FASTENERS. • ` ▪ / ti . I', � 1 J s J ;; mwcC ••• �. 1iS re V ,11 3/4" X 8 X STUD SPACING • FIRE RETARDANT TREATED 8 it CONCEALED MOUNTING SYSTEM PLYWOOD 2 , ♦ CUT KERF IN PLYWOOD ° PLAN VIEW SECTION VIEW A PLATE BACKING f i O EXAM CHAIR RAIL L I 6" = 1' -0" I Il — IL EXISTING WINDOW UNIT FACE OF WALL YeCi›PANEL,EASEEDGES il x / i EXISTING EXTERIOR WALL �, x x e'11 x O j x PARTITION ENCLOSURE DETAIL SINGLE DOUBLE Q / III , , /2• _ ,r_0 GLE x fl El EQ r III to 0 0 III �� � III �� -AM. III 6" X 20 GA CEE STUD (16XHD 600) o 1 ° 6" X 20 GA BACKING PLATE. FASTEN TO NOTCH AND FASTEN STUDS W /(3) /10 SECTION ELEVATION v STUDS W /(3) 110 1' -2" X 3/4" WAFTER 1' - 2" X 3/4" WAFTER HEAD SELF DRILLING y�y HEAD SELF DRIWNG SC P ER ST UD. SCREWS PER STUD. ALL BACKING TO SPAN ALL BACKING TO SPAN MIN OF (3) STUDS. MIN OF (3) STUDS. BACKING PLATES TO BE BACKING PLATE TO BE Fy - 5OKSI FF -5OKSI STEEL B PLATE BACKING LISTUD BACKING O WA L L MTD COAT HOOK 1 0 BACKING OPTIONS 2 3/4" = 1' -0" 1 NOT TO SCALE HEALTHPARTNERS oe rma.r ,w,w >..ol CONSTRUCTION DOCUMENTS BACKING AND . 1I O pR VN 1101 N pR CU MDVY.T YV ISSAIE11 NOWT 1 MV A DULY =MS 5RLLWATER HIGH SCHOOL U11101 NS MI a Ye > we v COAL w CASEWORK DETAILS .rcuua... 11.0..0. 1 nu.In '`� y. 516t 51�w.Orlal/wN Mntl1 2018-033-00 N.urc.u.cl...n.Is .o1. uc l l SlbwOr, MnrW SS�t 3/4 1 I ll u. ..r1. -1.II. MI 'J'' 1. r III . A I N Tv' NN NOVEMBER 12.2012 WELLOWORK CUNIC 'f A682 Tel ..._. .II.)f1.1... i1..loll..11.l.l.Il.. YP R ®IIOIM-1Ml_f •COPODET NEM. OREN NO NONNCON O PL M-1 ON %• IA; DE BLOCKING SUPPORT PLAM -2 • W PLAM -1 ON 3V g 5 PLYWOOD OR HIGH PLYWOOD R HIGH T-0' SHELF 4 ; R SD. FINI SHED PLAM PLAM -2 PULL-OUT SHELF PARTICLE DENSITY SrTY PARTICLE 1 BD. FINISHED BD. 45.... � :. .+ - � ` ;� .. ---..5 - - -- - . _ e. , /: INTERIOR. ;•- --' - - - - - ' �� ' � PULLS AS PLAM•1ON�'PLYWOODOI2 CONCEALED HINGES SPECIFIED, HIGH DENSITY PARTICLE BD. ' ® ALL DOORS TYP. § ; / DOOR ANDINiERIOR LiI I pWygAS [ CONCEALED HINGESATALL II �� y SPECIFIED, 7YP. Q , DOORS. QYP. • II , .'- -, I .. oi„,,,_ LAB PLYWOOD OR HIGH LAB SEE DETAIL 21A683 FOR DENSITY PARTICLE A PASS -THRU LIGHT DETAIL BD. ---• �— REQUIRED AT EACH RAWER �� RA PASS -THRU LOCATION T DRA O PLAN DETAIL O ELEVATION Og SECTION C O PASS - THROUGH CABINET 1 1/2• _ 1•_O- 24DV LATCHNG RELAY COUNTERTOP - MAX LOAD PER REFER TO ELEVATION BRACKET: 900 LB TOILET ROOM N.O. �I I 4' FOR MORE INFORMATION SPECIMEN DOOR H I I ■ ac TWO SENTROL _ /11387T SENSING T I q EUGH T NURSE CALL DOOR + - T LSHAPED METAL SUPPORT BRACKETS AND MOUNTED N LAB SMOOTH S? CONCEALED BACKING BY CASEW0F9C SIDE WALL SUPPLIER 3•-0 MAX 1.257(125• SOLID Sc. SPECIMEN DOOR SIZE: 1.257p.25 SOLID SQUARE STL BAR WITH SQL BAR WITH 1.257X3• 125%9 STL PLATE, SHOP PAINTED, ATTACHED PLATE, TO CONCEALED BACKING OR AS SHOWN ON SEQUENCE OF OPERATION: 1. TOILET DOOR OPENS- LIGHT HT TURNS ON ELEVATION (HEAVY + 24VOC.. PAINT TO MATCH WALL/CASEWORK). DUTY EPDXY COATED, I. 4 tl12 SCREWS, TOP U 2. TOILET DOOR CLOSES- UGHT STAYS ON POWER EHp.4.DE PLAM FASCIA COVER AT EXPOSED AND BOTTOM 3. LAB DOOR OPENS- UGHT TURNS OFF 4. LAB DOOR CLOSES - UGHT STAYS OFF SUPPLY I I O METAL BRACKET O METAL SUPPORT BRACKET DETAIL 120VAC INPUT ® LIGHT DETAIL- FOR INFORMATION ONLY C), COUNTERTOP BRACKET 110o0D won >.1C m 101 D1v nA1L oFeirAlm a PASS- THROUGH CABINET I1/+' HEALTHPARTNERS WOK 1uNO M a a 0110 NUR a CONSTRUCTION DOCUMENTS �[ ■ilnD.�l KO AMT 1 1.1 A our MO= ► L V mower 01011 TE NN a AK SOUK OF AND COUNTERTOP STILLWATER HIQt SCHOOL 01111001 • ' "' 18- 033-00 ., ........,. 1.......,1..1.1...... rain xi I D 1 • . 3 7BiBBYw.rBarMiNaM • sic 1 _ 1 - r o• BRACKET DETAILS M.A U.Nq.1t ud lad q0, 0.0 Mmota45OIt �� ` ♦L� �r .1..0 n,.....0.. s0.. 1.. 'I Y,S. Tr '9 y,...., TT .. TT $" -. , Nov NOVEMBER it 4012 A683 ■ • LNM. .n..0.. 1.01.11. u1o9..U. WELL.�W'ORK CIDiIC .� '• °'°.m.TQ'° SSERG •CCOA EIT .wNL amt AM AMN4M $JIG Follow documented procedures for substitutions or Contract Send submittals in logical groups of related Items including but not Such procedures should not require Architect to search for 000110 • modifications and send with submittal if a change is being limited to the following groups: ehbmldalc but should follow procedures that are the TABLE OF CONTENTS proposed. Approval of a submittal with substitutions or Submittal schedule, list d materials, list of subcontractors, electronic equivalent of hard copy submittals sent by modifications included but that have not been spedlcaiy and sc of values Contractor to Architect M a manner acceptable to individually approved does not constitute acceptance of the Doors, frames and hardware. Architect. DIVISION 01 GENERAL REQUIREMENTS substitution and Contractor will be responsible for exception or Closeout subnittals. rh co 013300 Submittal instructions variations not in compliance with Co Where pro data Is intended to show co lors, provide original Documents. W hard copy only. data I P e Data ho o provide electronic 017329 Cutting and Patching SUBMITTAL ACCEPTANCE hard p nl color submittals. For submittals need to be resubmitted after the first review. Refer to General Corhditlons for scope of submittal review and DIVISION 02 EXISTING CONDITIONS Contractor will be responsible for Architects fees for more than the Architect will return one merited up electronic submittal for 024119 Selective Demolition second review unless edhefwiBe agreed. Contractor to process and distribute to subcontractors and for DIVISION 06 WOOD, PLASTICS, AND COMPOSITES "Approved' submittals have no exceptions noted. One set of Substitution or Contract modifications shall not be made In Owner 11000ICling to Distribution article requirements herein. 081000 Rough Carpentry mate copies for use and submittals reed to Contractor. Make en submittals. Exceptions and variations must be dearly noted on On each electronic a i, provide Contractor and 084000 Architectural Woodwork subtitle' d accompanied by the appropriate supporting forms. each submittals. "Conditionally Approved" submittals have exceptions rated but Follow documented procedures for substitutions or a change is being approval stamp 0 79000 9 000 07 SEALANTS Joint �tbmisdon is not required. Make appropriate copies for use and proposed. hopoa and send with res ors Approval of with submittal SHOP DRAWINGS II eirh9 079000 distribution. modifications included but that have not been specifically and DIVISION 08 OPENINGS Individually approved does rat =route „maw= of the Use constit of Architect's Drawings: Do not reproduce Architect's drawings 081213 Hollow Metal Frames 'Not Approved' submittals are incomplete and/or reed corrections. substitution and Contractor w m be responsible for exception or (whether CADO files, electronic files, hard copy drawings or other Complete 081400 Wood Doors and/or correct and resubmit until final acceptance is variations not In compliance with Contrail Doconeria. publication method) to serve as shop drawings until Architect's written permission Is received and then only under the following 087100 Door Hardware conditions. means "Received' means submittals are for information only and have not For submittals need to be resubmitted after the first review. DIVISION 09 FINISHES . been reviewed. Contractor will be responsible for Arcitecls fees for more than the Use is subject to tams and conditions included in written 092500 Gypsum Board Assemblies second review unless otherwise agreed. permission. necessary to indloate.gaheral location of a Tding 093000 Acoustical 'Not Reviewed' means provided submittals information not required only . end have rat submittals have no exceptions s noted. One set of specific fabricated tram. 095100 Acoutical Ceilings been reviewed or were provide information n only accepted submittals will be retuned to Contractor. Make 096500 Resilient Flooring appropriate copies for use and distribution. Drawings that include unnecessary in formation will be marked 'Not 096813 Tile Carpeting CONTRACTORS PLAN OF OPERATION Reviewed' or 'Not Approved' and returned. 097200 Wall Covering "Conditionally Approved' submittals have exceptions noted but 099000 Painting Outline in writing approach to meeting schedule for completing resubmission is not required. Make appropriate copies for use and Shop drawings submitted without requested information and Work, inducting submittal schedule and phasing plans. distribution. without Contractor's approval will not be reviewed and will be DIVISION 10 SPECIALTIES returned to Contractor marked "Not Approved." 102813 Toilet Accessories Plan to Include, but not United to, following: "Not Approved' submittals are Incomplete and/or need corrections. Requirements: of Work. Complete and/or correct and resubmit until final acceptance is Submit I opaque e each drawing. Con Schedule o Schedule. obtained. additional copies for other contractors for purposes of SECTION 013300 SUBMITTAL INSTRUCTIONS Staging requirements. q iremeitts. 'Received' means submittals are for information only ad here not information and coordination. SUMMARY Normal work haws. been reviewed. Include contractor's stamp of approval, as evidence that Procedures for submi(tata. Name of dip authorized representative with whom business "Not Reviewed' means submittals were not required and have not drawings are approved In accordance with General d approval Conditions may be conducted in connection with administration of reviewed or were provided for int lrnhedon ordy. except that to dimensions must be verified prior to SUBMITTAL SCHEDULE Contra ct Show field verified dimensions on final shop drawings and Name of duly dance with Conditions of superintendent the Co n notices may be ELECTRONIC SUBMITTALS identify verified dim. Prepare . Include l submit 'Submittal rma t i on.e' prior to execution of given In and equipment with Conditions ol the Contrail. Show actual adjacent construction and how each Item Contract. Ialude following Number. Lor. Labor end Subcontractors ant availability FJectranlo submittals are the preferred method of review. Fellow coordinates with other subcontractors, trades and suppliers. Spbeciticatlon Section Number. List of Scontra these procedures: Drawings must be ilea. sharp and readable quality acceptable Type of submittal required. Names of contact persona with Owns, Architect and Provide one pdf 1®e for each submittal to Submittals to Ardhhect/Engineer. Coordinate, organize and plan submittal schedule so submittals are Contractor Coordinator. sent with appropriate time allowed for review (minimum 10 working COORDINATION PRODUCT DATA AND EQUIPMENT BROCHURES days). PDF Ole must be pliable to accommodate electronic mark- Provide multiple originals of brochures data etc., H they are multi- Send submittals with appropriate intomhatIon ups or printing a hard copy from markup. Page bound catalogs which would be difficult to photocopy or if SUBMITTAL ACCEPTANCE Submittals sent without properly completed "Submittal Transmittal Electronic submittals are to be complete and self contained they are intended to Illustrate color or other appearance Refer to General Conditions for scope of submittal review and Form" Form" wig e considered incomplete and marked `Not Accepted' with each item requiring Architect's action. characteristics which cannot be adequately represented by acceptencce and returned vritfhout review. Web links or other electronic to find documents requiring Arch ts on websites s Photocopies of original brochures are acceptable except as Substitutions or Contract modifications shall not be made in Send separate transmittal forms for each Section and separate to surf websites or navigate to posting services are not acceptable. specified above. Photo copies must be clear and readable. submittals. Exceptions and variations must be clearly noted on transmittals for each type listed: If aanseedion Phase Ole hoat ng se^4ces or Programs are Unreadable or unclear photocopies will be retuned 'Not Accepted.' submittal and accompanied by the appropriate supporting forms. Shop Drawings. used such as Prolog, Primavera or documents hosting Product Data programs may be considered subject to coordination wi Provide layout drawings where necessary for field use or as Samples. Architect. required by Anditect. • f1 151W aim Ise TN PUN. ®wefll a SPECIFICATIONS HEAT THPARI'NBiS 1 M INS news . M he a tr two w s e r CONSTRUCTION DOCUMENTS NOMI lies r ten* six turd STILLWATER HIGH SCHOOL twa lots law a 16 reel a OPAL a 2016 - 033-00 l ittttttt I reflatrltt I 1.1....2 E a ew 1 ,a MI swl.ds awaN�wt cwt: N .g HIS A tttttttlt sad 00...., 1. C Mgt H - 1 ' swws.,'tavwwwsaca uun Most Natal - falter*. r r.:1 T T ' i 7 ,:. TT. - Oal NOVEMBER 12. 2012 A700 mlaar*1t1 MI WELLOWORK CLINIC t� .f i.m 1111=1011S11,0•11010115, NM SUMO itl fli.)If.e.1. Nttlalle fll.lf..elff ■ OtMaemr /wle6 OIIEF111 NO ABRIlefeON,PIG 1 3 c s .e r bi fi 1184.1 Q o g v yg 3 i { NIT hilt 1 t S 1 8 lit s no�e y ii! 1 _ B y Y b ga 11 it 2 1 111i s i mi 5 . 11 11 igit8 f o ;I i Ili Illili d I u u i i l Mil] � � _ � � � �� � I 11 i! i 1 •6p 1 II 11811 1 ' 1 ' i all 1 _i 3 iiil - W 11111 o s 1 —P1 11 i . . s • � sa �2�1 � � ‚ID i Ifil Ia G p W `014laq 1 1 ' IMP' list l Aillii ill 1 3 0 1 I il t 1 ni $ Ii 4111 illAlv sll 1 fly ig B Iii m 1 a ila O „... - 11- il Will 1 g ill i 011141 filiii i iplil 4iii •_ g 11 � i .0 hi lail 3 i � �� . s p � i � 1 1111 ., li ii IIh as $s I_ a d 2 MX Pi l b 1 I . 3 s n 111;11 1 1 12 I �o 1E 11 l• # _; i $ s e i it i il Ili , ini Nal' II ' 1111 ijhij s a i• ill lib a d fi i . 2 air : o_ i fill i ad i4 i 1 s =a a 1 ; il i Iii 111 hi i 1 l! gin'', il i1D !i ai l r 3 e 1 hin ill 1. 111 g ii Iii 111 • II ° 1 - € A � •C A O il 1 1 e 1 a it ijij ' 3 ! °� fi r ll . N d a gi 2 aa' E 419 i �r gle - mt ggesll ..a F. 8 8xr z I W I - 1 gags ii : 90310 g o rd tag 1 0 1:1 U - r - s le ll I!. - 0 il m , sg 7 m E jfl : :h a I t iii as € - - g p I 1'gE c4 1 _ N 8A 2 2 N N m i i i 1 fl PATCHING, REMODELING, REPLACEMENTS AND WORK OF EACH CONTRACT SECTION 024119 SELECTIVE DEMOLmON Standards: Comply with ANSI A10.6 and NFPA 241. RESTORATION carefully Pre- DemoNion Conference: Conduct conference at Project site to The Contractor ct Documents and each subcontractor ho those ri art otl trades with SUMMARY review methods and procedures related to selective demolition review the in Patch or otherwise the drawings restore disturbed existing or as construction as Contract Documents anon of ah de pdmorny for indicated on the drawings and schedules, or es oterwise required to respect to the coordination of the demolition, removal and remodeling Demolition and removal of selected portions of building or finishes. Including, but not United to, the following: restore the work and surfaces. Patching or restoration shall be work and perform such removals normal to their trades as may be Inspect and discuss condition of construction to be selectively to natural breaks (i.e., corners) wherever possible. Where shown, noted or otherwise required. . existing construction is removed, cut or otherwise disturbed by Work of the Project, patch defective and incomplete surfaces. Repair any Cutting and patching Incidental to demolition, removal and/« Remove: Detach items from existing construction and l egally dispose Review structural , of existing structure. damage to existing construction which is to remain. remodeling of general construction work shall be construed as the of them offs or offsite, unless Indicated to be removed and salvaged work of the General Contractor when shown or indicated on the removed and reinstalled. Review and finalize selective demolition schedule and verity Patching work shall be done by skilled mechanics experienced in the general construction drawings or schedules or specifically noted or particular type of work involved. Patching work shall conform to the called for on documents prtmarny for other trades as being Remove and Salvage: Detach items from existing construction and availability of materials, demolition personnel, equipment, and standards of the Specifications where applicable and where not accomplished by the General Contractor. Other subcontractors deliver them to Owner ready for reuse. Lactates needed to make progress and avoid delays. specified, work shall conform to the highest standards of the trade. (mechanical or electrical) are responsible for such other cutting, demont Ion, eatanikg, replacement and restoration as may be required Remove and Reinstall: Detach items from existing construction, Review requirements of work performed by other trades that rely on Patch existing onstru n to match existing work (unless otherwise to accomplish their part of the Work. prepare them for reuse, and reinstall them where Indicated. substrates exposed by selective demolition operations• called for) except provide new materials and accomplish as for new work. Examine existing surfaces to be patched before proceeding PAINTING Existing to Remain: Existing items of construction that are not to be Review areas where existing construction is to remain and requires with the work. Report all c t s where existing materials, colors removed and that are not otherwise indicated to be removed, protection. n• and finishes cannot be matched hed to the Architect and Owner, and do Each major subcontractor (nechankci, electrical) shalt be removed and salvaged, or removed and reinstalled. PROJECT CONDITIONS not proceed until Instructions have been given. responsible for painting or repainting of patched or remodeled areas where they has performed work, except for those areas shown or SUBMITTALS Existing construction that has been damaged as a result of the Work required to be remodeled under the general construction drawings, Owner will occupy portions of building immediately adjacent to shall be repaired to an extent and as required Ss suds" m adjacent specifications or schedules, M winch se ca, the new, Patched and Schedule of Selective Demolition Activities: Indicate the following: selective demolition o area. Conduct selective demolition so Owner's existing undamaged construction. remodeled paintffife surfaces shalt be repainted by the General operations will not be disrupted. Contractor. It Is the intend that the mechanical and electrical Detailed +egos fitbn work with Thoroughly dean and prepare all surfaces to receive new finish or subcontractors are responsible to paint or repaint surfaces at D arting and ending nce dates for each a a selective demo dates Ensure end removal vat wor ,wine Conditions existing at time of inspection for bidding purpose will be covering. Completely remove dirt, dust, grease dl, pains boss a locations l where lien, cutting and patching has been operatic s are uninterrupted. maintained by Owner as far as practical. materials and d soil. son. Clean. etch where necessary, and place surfaces accomplished only y for « their work. In most suitable condition for the finish. painting. inducing preparation, materials, workmanship and number In smug n of utility services. Indicate how long utility services will be Notli � r discr between alcondi�ns and eeding with selective demolon. ADJUSTMENTS of coats shall comply with Section 099000 - Painting. Painting of surfaces gelded shat extend to neutral breaks. Such as canners, as Coordination for shutoff, capping, and continuation of utility services. Hazardous Materials: It is not expected that hazardous materials will Where Partitions are removed. patch tiers, cats and ceilings, with apPr° by the ArGttect end Owner. be encountered In the Work. Rash materials to match existing. a elevator end stairs FLOOR PREPARATION (EXISTING SLABS) Use If materials suspected of ccnfainirp hazardous materials are Whore removal of ceilings to results in adjacent spaces becoming one, Locations of proposed dust- and nose -contra temporary partitions encountered, do not disturb; Immediately notify Architect and Owner. steps, or bulkheads. and ceiengs to provide smooth planes without breaks. Prepare t erialsg rlals, I.e., VCT, concrete slabs for tnd mic and quarry ny tile, carpet t (glue- installation of various e- and means of egress. Owner will remove hazardous materials under a separate contract steps. «bulkheads. bash m ato q down), concrete topping. Coordination of Owner's continuing occupancy of portions of existing Storage or sale of removed items Or materials on-she Is not more occurs, Where extreme request instructions from Architect two to i met od of making transition. Roughen surfaces which are glossy or which have loose surface building and of Owner's partial occupancy of completed Work. Pemnmed. material or curing sealers by sanding, scarifying or acid etching as Means of protection for Hama to remain and Items In path of waste Utility Service: Maintain existing utilities indicated to remain In Trim and refinish existing doors as necessary to dear new floors. adh ered. Remove lt sr thoroughly material that Is not compatible with removal from building. service and protect tem against damage during selective demolition adhesive. Clean tor,uphly to remove all on, dirt. sealer materials operations. and dust. MECHANICAL AND ELECTRIC WORK EXPOSED Inventory: Amer selective demolition is complete, submit a list of fire-protection !militias in service during selective demolition that have been removed and salvaged Maintain Where unknown em ovva of partitions, piping, yi, diu alts o fl e and c cods, ie Per periodic and final weaning. ope ne re o r e o removal a e mp walls b ale ec h nicai or the DUALITY ASSURANCE WARRANTY removal Subcontractor f or be accom o c te are Mechanical or Clean Owner occ pied areas daily Electrical ri work as applicable. and on Locate to mechanical na f and Demolition Firm Qualifications: s: An experienced firm that has Warranties: Remove. replace. patch, and repair materials electrical work where on d and connect to fl I maintain all functions In Clean spillage, overspray, and heavy collection of dust in Owner- specialized In demolition work similar in material and extent to that Existing proper concealed in floors Abandoned walls, piping may It left In place t d ery n {s indicated for this Project and surfaces cut or damaged during selective demolition, by methods source and d In Moors «walls, h all en 'dead It is end' water, disconnected from gas, h areas imp• and with materials so as not to void existing warranties. source ven p caex t. There shall be no "dead end' water. sewer. gas, At completion of wok of each trade, dean area and make surfaces Refrigerant Recovery Technician Qualifications: Certified by an EPA- EXAMINATION vent piping existing in the completed work „may for work of successive trades. approved certification program Accomplish removals, capping or otherwise terminating services Comply with governing EPA notification Verily that utilities have been disconnected and capped. which are abandoned t or need to be ut additional and rerouting n At completion u n sluice c t o a condition on s it each r us, provide final cleaning regulations � reme beginning selective demolition. Comply mechanical e amt r noted on work without o thenvis cent o the Owner, and return space to a OOrhdfilom suitable for use f»r Owner. regulations of authorities having jurisdiction. Survey existing conditions and correlate with requirements Indicated whether shown «rated on drawings or otherwise encountered. hauling and disposal regulations OF SECTION to determine extent of selective demolition required n assn men dw ws or I o oaa CONSTRUCTION DOCUMENTS SPECIFICATIONS umr em r•vnlm em tic HEALTNPr1RTNEtS uuoo la Ms in a a c aac ° • oar I AMMO 9TL s,si RHLGH dNorth MOM • 201aas3 -co u.uan.r. 1 C•.1.6,1•• I 1.1•••1.11 � � ' • Sre1 tIM•OCr a•Ildaeil 1 �, r • sea NTT • x•a.re."e•os u• llC earee,, rurO%59,11 - L � ♦ s NOVEMBER 1Z. T012 • A702 J4 Oil 4r•a WO• Celle 4C >x r 'T '¢.,.; T l TT ' /"� • III •n•n•, NI wajo WORK CIIMC - nmc�. • ' . • olds SBEmO AN. 14.1•11. 413."...11911 '..":4" . . O =MOW novae. MO MO AOwM/aaehAL Inventory and record the condition of items to be removed and movement, settlement: or collapse of construction and finishes to Protect items from damage during transport and storage. Identify fire-retardant-treated wood with appropriate classification reinstalled and Items to be removed and salvaged. remain, and to prevent unexpected or uncontrolled movement or meriting of qualified testing agency. collapse of construction being demolished. Reinstall Items In locations indicated. Comply with Installation Extent of Treatment Wood materials as part of fire-rated assemblies When unanticipated mechanical, electrical, or structural elements that requirements for new materials and equipment. Provide connections. be he fire retardant treated, and as indicated. conflict with intended function or design are encountered, investigate Strengthen or add new supports when required during progress of supports, and miscellaneous materials necessary to make hem WOOD BLOCKING AND SHEATHING and measure the nature and extent of conflict. Promptly submit a selective demolition. functional for use indicated. written report to Architect. (WD BLKG -1) Miscellaneous Lumber: Lumber for support or SELECTIVE DEMMOU c TION, GENERAL Existing Items to Remain: Protect construction indicated to remain attachment of other construction, including blocking, tuning, and Perform surveys as the Work progresses to detect hazards resulting against damage and soiling during selective demolition. similar members. from selective demolition activities. General: Demolish and remove existing construction only to the Moisture content of 19 percent maximum. extent required by new construction and as indicated. Use methods Grade: No. S or standard grade. UTILITY SERVICES AND MECHANICAUELECTRICAL SYSTEMS required to complete the Work within limitations of governing regulations and as follows: SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC Provide fire- retardant treated lumber, unless noted otherwise. Existing Services/Systems: Maintain services/systems indicated to MATS For blocking and milers used for attachment of other construction, remain and protect them against damage during selective demolition Proceed with selective demolition systematically, from higher to lover select and cut lumber to eliminate knots and other defects that wig operations, level. Complete selective demolition operations above each floor or Resilient Floor Coverings: Remove floor coverings and adhesive modem with attachment of other work tier before disturbing supporting members on the next lover level. according to recommendations In RFCI -WP and its Addendum. Service/System Requirements: Locate, identify, disconnect, and seal ACCESSORY MATERIALS or cap off indicated utility services and mechanical/electrical systems Neatly cut openings and holes plumb, square. and true to dimensions Remove residual adhesive and prepare substrate for new floor Botts: A307, Grade A, ASTM F568, Property Class 4.6, with ASTM serving areas to be selectively demoli shed. required. Use cutting methods least likely to damage construction to coverings by one of the methods recommended by RFC!. A563 (A563m) hex nuts and, where indicated, flat washers, bolts with remain or adjoining construction. Use hand tools or small power tools maximum thread length equal to 2 times bolt diameter plus 1/2 Inch. Owner will arrange to shut off indicated services/systems when designed for saws g or grinding, not hammering and chopping, to DISPOSAL OF DEMOLISHED MATERIALS Wood Screws: ASME 818.6.1. requested by Contractor. minimize disturbance of adjacent surfaces. Temporarily cover openings to remain. General: Except for items or materials Indicated to be recycled, WOOD BLOCKING INSTALLATION Arrange to shut off Indicated utilities with utility companies. reused, salvaged, reinstalled, or otherwise Indicated to remain Install where indicated and where required for attaching other work. Cut or drill from tine exposed or fished side fete concealed surfaces Owens property, remove demolished materials from Project site and Form o shapes Indicated and cut as required for true line and level of If servloes/syatems are required to be removed, relocated, or o avoid marring existing finstad surfaces. legally depose of them M en EPA approved IarMfMI. attached work. Coordinate locations with other work involved. abandoned, before proceeding with selective demolition provide Attach items applied Recess bolts temporary services/ systems that bypass area of selective demolition Do not use cutting torches until work area Is cleared of flammable Do not allow demolished materials to Att items to substrates to support applied loading. accumulate on -site. Att nuts t with surfaces unless otherwise o indicated. loading. and that maintain continuity of services/systems to other parts of materials. At concealed spaces, such as duct and pipe Interiors, building. verify condition and contents of hidden space before starting flare- Remove and transport debris in a manner that will prevent spillage on cutting operations. Maintain fire watch and portable fire - suppression adjacent surfaces and areas. END OF SECTION Cut off pipe or conduit In walls or partitions to be removed. Cap, devices during flame - cutting operations- valve, or plug and seal remaining portion of pipe or conduit after Burning: Do not burn demolished materials. bypassing. Maintain adequate ventilation when using cutting torches. SECTION 064000 ARCHITECTURAL WOODWORK Disposal: Transport demolished materials off Owner's property and Where entire wall is to be removed, existing services/systems may be Remove structural framing members and lower to ground by method fly dispose of them. SUMMARY removed with removal of the wall suitable to avoid free fait and to prevent ground impact or dust Laminate clad cabinetwork, including: generation. CLEANING Base cabinets, wail cabinets, countertops with backsplashes. PREPARATION Plastic laminate wall sheMring with standards and brackets. Locate selective demolition equipment remove debris and Clean adjacent structures and improvemens of dust, dirt, and debris Cabinet hardware and accessories. Site Access and Temporary Controls: Conduct selective demolition materials so as not to impose excessive loads on supporting walls, caused by selective dertmoltion operations. Return adjacent areas to sad surfacing counters. and debris- removal operations to ensure minimum Interference with condition existing before selective demolition operations began. prerynishi g of woodwork roads, streets, walks, walkways, and other adjacent occupied and floors. Or framing. Hardwood wall rats. used facilities. Dispose of demolished Items and materials promptly. END OF SECTION Plastic laminate plate and hooks for ladder support. Temporary Facilities: Provide temporary barricades and other Removed and Selvaged items: REFERENCES protection required to prevent Injury to people and damage to Clean salvaged items. SECTION 061000 ROUGH CARPENTRY AWI - Architectural Woodwork institute. Quality Standards and Guide adjacent buildings and facilities to remain. Pack or crate Items after cleaning. Identify contents of containers. moons. Provide protection to ensure safe passage of people around selective Store items in a secure area until delivery to Owner. SUBMITTALS SUBMITTALS demolitkn area and to and from occupied portions of buikfing. Pro duct data on fire-retardant treatment. Shop Drawings: Indicate dimensions, descriptions of materials and Transport Items to Owner's storage area designated by Ow. finishes, general construction, specific modifications, component walls, ceilings, floors, and other existing finish work that are to Protect Items from damage during transpo t and storage. FIRE-RETARDANT-TREATED WOOD connections, anchorage , hardware, and installation remain or that are exposed during selective demolition operations. FRT -1): Fire-Retardant-Treated Lumber: Fire-retardant treated procedures, including spedflc requirements where indicated Removed end Reinstalled Items: lumber by pressure process for interior applications: ASTM D Show work in related and dirnensiaal position with sections shown in Cover and protect furniture, furnishings, and equipment that have not tested for hygroscopicity; AWPA Standards U1, UCFA interior Type A not lees than 1 -12 inch soak and details at full size. been removed. Clean and repair items to functional condition adequate for intended (HT) Ike retardan; UL classified, exhibiting a flame spread and smoke indicate materials and wood species, component profiles, fastening. reuse. Paint equipment to match new equipment index rating of 25 or less. details, ailse as and k and s riie electrical service field conditions. Shoring: Provide and maintain shoring, bracing, and Kfin -dry material after treatment o a maximum moisture content of 15 Indicate structural supports as required to preserve stability and prevent Pad( or crate items after cleaning and repairing. Identify contents ol percent Do not use material that is warped or does not comply with containers. requirements for untreated material. 1 lcnr, raver lwv tls na dw 1 T((�(�� HEALTHPARTNERS i eLes we era g aria 'k2 aw w nMm CONSTRUCTION DOCUMENTS SPECIFICATIONS ' T. .Ah®al sa iler 1 NI A lux hale I • I IT/`l MleaCr YIae11K Vas CI 1K eels Or SfILLWATER HIGH SCHOOL ♦ C01L "' 20111-033-00 MIA II... t.• 4 5701 aa a ♦ • • ♦ MU MIAb.Vt•a• sad VA ® ^ 1 , 1 aar ll0 •p lans 4 ,A a ♦ v •r0 rut .•n••r• l.. s °': �'::., Y ' T. NOVEMBER 12.2012 A703 ■r..•u.n•. WELL®WORK CLWIC leQ ♦ tills SfIEAO TM •17.776•••. r.•.I.n•,lr.rr..1U7 11/41101111.0111,71011111.17 •cwemrr MM. MIDI AND KWVNYtONAA. Samples: Submit samples of factory finish on wood veneer and CORE Space standards not over 32 inches on center. Where length of Guarantee: Cabinetwork doors shah be guaranteed for 3 years. factory finish on solid wood In accordance with AWI Quality Coreboard: Particleboard ANSI A208.1, Grade 144-3. standards cannot be deternllned from drawings, assume shelves are Guaranty shall cover faulty workmanship, materials, delamination or Standards Section 1500. Submit samples of finish on high pressure Water Resistant Coreboard: Medium density lberboard, ANSI spaced 12 Inches on canner vertically. and add 12 Inches to shelf splitting of veneers, or warp in excess of 1/4 Inch. Replace doors laminate for color and finish selection. A208.1, ASTM D1031. Grade2-M-2. spacing and furnish next larger stock size. complete including fitting, harping, and finishing. Component Samples: Two sets of samples in 8 inch by 10 Inch size, Acceptable Manufacturer: Medte Corp: Exterior Medex. INSTALLATION unless otherwise indicated, for each of the following it ems: Provide water resletant coreboard for countertops with sinks. SCUD SURFACING Instafatlok of Woodwork shall be in accordance with AWI Quality High pressure laminate for color and texture/finish selection. Medium- Density Fiberboard: ANSI A208.2. Grade MD, made with Counters (SSF): Where Indicated, provide top with coved Standards Section 1700 - Installation of Architectural Woodwork. Each wood veneer with shop applied finish. binder containing no urea formaldehyde (FSC product). badnplash. Cast polymer 1/2 -Inch sheet. Install free from hammer or tool marks, open Joints or slivers or other 5 Inch by 24 Inch. Pattern and Color: Refer to Material Identification Codes. defects detrimental to appearance or performance. Worksurface for color and texture/finish (other than plastic laminate). EDGES Joint Adhesive: As reconsnended by manufacturer. Set per, level, square and true. Grommets for color. Shelf. Door and Drawer Edge: Sown PVC edge molding as selected Scribe to floors and walls as required. Thermoset decorative overlays. to match. Window sills (SSF -1): Where Indicated on drawings. Cast polymer Miter comers, countersink nabs, drill holes for nails In hardwood. Hardware sample for appearance. 1/2'thck sheet Install work after building humidity Is at acceptable level. Work surface for appearance review. CABINET HARDWARE Ensure that mechanical and electrical Items affecting this section are Hinges: (HDWR -H2): Grass America. #3903, concealed, all metal CABINETWORK FABRICATION properly placed, complete, and have been inspected by Architect QUALITY ASSURANCE hinges, 165 degree opening. self-closing, 3-way adjustable. Provide 3 Shop assemble cabinetwork for delivery to site In units easily handled prior to commencement of Installation. Quality Standards: Comply with 1997 Quality Standards of per leaf over 48 Inches high, 2 per leaf elsewhere. BHMA A 156.9 to pemst passage through building openings. Cabinets: Install without dstortion so that doors and drawers fit Architectural Woodwork industry. 601602. Fabricate cabinetwork In accordance with reviewed shop drawings openings properly and are accurately aligned. Lumber: Softwood - PS-20, hardwood - FSMM-L-736C, AWI and AWI Custom Grade Standards. Adjust hardware to center doors and drawers In openings and to Premium Grade, species as specified. Maximum moisture content of Shelf Supports: Knape & Vogt #346 NP, pin size 1/4 inch diameter Strength: Join and assemble work to provide durable, strong, rigid provide unencumbered operatiok. 10 percent. by 3/8 inch long. Provide at adjustable shelves M cabinetwork units that will not warp or rack, Including during ship end Complete installation of hardware and accessory Items as indicated. Plywood: Softwood - PS-1 /ANSI A199.1, hardwood - AWI Premium installation. Maintain veneer sequence matching of cabinets with prefinlsh. Grade species as specified. Drawer Slides: Cold rolled steel, zinc plated with positive stop and Gluing: Glue joints on surfaces. Use highest grade glue in strict Install screw caps where required. Field Measurements: Where woodwork is indicated to fit to other full extension. Rolling steel balls, nylon rollers by Accurlde, Grass and accordance with manufacturer's recakaandations. Tops: Anchor securely to base units and other support systems as construction, verify dm ensigns of other construction by field Knape & Vogt meeting or exceeding requirements below: Use Type 1 waterproof glue for work exposed in any part of exterior, indicated. measurement before fabrication and Indicate measurements on shop (HDWRS1): Minimum 75 b. load rating. around sinks and at other locations where work is exposed to Install solid surfacing In accordance with reviewed shop drawings drawings. Coordinate fabrication schedule with construction progress Door and Drawer Pulls: moisture or dampness that might affect glue bond. and manufacturer's instructions. to avoid delaying the work. (HDWR -P7): Hafele 6117.31 -436, finish chrome matte finish. Use water- resistant glue equal to urea-formaldehyde resin glue at Adjust doors, drawers, hardware, fixtures and other moving or Locate concealed framing. blocking. and reinforcements that support other locations. operating parts to function smoothly and correctly. woodwork by field measurement before being enclosed and Indicate Locks: Disc tumbler, master- keyed, dull chrome finish by CCL Co Ease with sandpaper (do not round or bevel) corners Clean cabnetwok counters, shelves, hardware, fittings and fixtures. measurements on shop drawings. Security Products #0737 and #0738. not shown rounded. END OF SECTION Provide at hinged doors and drawers, where indicated. Shelves: Unless noted otherwise, adjustable and 3/4 inch thick up to WOODWORK MATERIALS AND QUALITY GRADES Other Acceptable Manufacturers: CompX National, Hafele. 36 inch span, l inch thick on 36 inch - 42 Ininch span, mintrntan 1 -1/8 Quality Standards: Materials and workmanship of woodwork shall inch thick over 42 inch span. comply with Custom Grade requirements of AWI Quality Standards, Accessories: Provide screw caps for screws used to mount cabinets on walls or 079000 JOINT SEALANTS (except countertops shall comply with Premium Grade). attach cabinets together when screws are semi- exposed. Interior Work for Transparent Factory FinIsh: (PL11-2) Decorative Film: for existing casework. Refer to Material SUMMARY (WD) Species for solid hardwood and veneered wood: Refer to Identification Codes. Section Includes: Interior sealants. Material Identification Codes. PLASTIC LAMINATE FABRICATION (BKT -1) Counter Brackets: Custom steel bracket as indicated on Quality Grade: Workmanship of high pressure laminas shall SUBMITTALS PLASTIC LAMINATE drawings, 500 b. capacity, epoxy coated finish in color as selected by conform to Custom Grade requirements of AWI Quality Standard. Product Data: Manufacturer's specifications and technical data High h Pressure Decorative Laminate Quality Grade (HPDL): Comply Architect Fabrication: Apply laminate finish In full-uninterrupted sheets including performance, construction and fabrication. . with Custom Grade requirements of AWI Quality Standards. consistent with manufactured sizes. Manufacturers installation insWdions for specific substrates on Face Construction: Provide flush type cabinetwork, unless Indicated (BKT -2) Counter Brackets: KV 208 550 Ultimate L- Bracket series, Use cabinet liner at ran - exposed surfaces, behind doors or In surface and application for range s ype otherwise. 5mm thick steel bar with 3/4 Inch steel strut, holds 1000 b. per pair, drawers. Acceptable Manufacturers: Refer to Material Identification Codes. epoxy coated finish In color as Indicated or selected by Architect Glue Joins in shop. using hardwood spine, except where field joints of sealant specified. Plastic Laminate: NEMA LD-3, GP-50 general purpose type for Grommets: are necessary for shipping or placing In work. horizontal applications, GP -28 for vertical applications, and PF-42 Prepare counter field has h shop using bolt-up TlteJo nt fasteners SEALANT MATERIALS (GROW): Electric Power Cord and Telephone Cable Access at spacing recommende b fastener manufacturer. 1-Part Polyurethane Sealants: Polyurethane based one part Plasti Laminate ape• Colors: Gre mes: ABS Plastic gimmes 1.7/8 Inches Inside diameter. Unless specifically shown otherwise, apply matching laminate to elastomerlc sealant, complying with FS- Ti- S- 002300, Type II Class Plastic laminate types cats 2 -3/8 inches overall diameter, with cap where Indicated on exposed edges (Including bads edge not tight of to wall) and provide A. with elongation and compression not less than 25 percent. Refer Backing Material Sheet: D 3. BK- 5O Draw ngs. approved bevel edge (Including at ke Jo with face or top. ASTM C -920, Type S, Class 25. Grade NS. balancing for where K - backing Codes. addhng grade, oreted laminas, applied. Color as selected by Architect Seal core surfaces not laminate-faced with clear synthetic resin Acceptable Manufacturers and Products: Cabinet t sheet for where surface sheet is . Manufacduers: Doug Modkett & C om , Box 3333, Menhaden pany Liner: Thermoset decorative overlay y (melamine) or .020 Inch sealer recommended by laminate manufacturer. Stka Chemical Corporation: Sikaflex4a. TG CA cabinet liner, 45 b. density particleboard. Beach, Series. Soroxdwm Building Products: Sonosstic NP -1. Color: Almond, unless otherwise selected. FABRICATION OF CABINETWORK DOORS Tram= Incorporated: Dymoric. Drawer Interiors: Melamine laminate, thermoset decorative overlay � s hoo mag dodo, c h"' a use. required hardware, ss F and Sizes: Trim square and factory-size to nominal opening Pecora Corporation: Dynatrol I. conforming to requirements of ALA, latest edition, color as selected. size less epprodmasy 1/16 Inch In width and 1/8 inch in height 2 b Sealant for Horizontal Applications: SelWevegng Cabinet Interior Shelves: Provide high pressure laminate at Interior (unless otherwise required) for final Mang. shelving in cabinetwork. At7vitISTABLE SHELP STANDARDS AND BRACKEfB Provide bottom valance on cabinets to cover under cabinet lighting polyurethane based 2 part elastoneric sealant, complying with FS- Adhesive: FS MMM- A -130A. Type as recommended by laminate Ma ufae4uren• Knape & Vogl Capital. or Darcy where indi ated, except at sib of cabinet where units are gang ITS- 00227E, Type I, Class A, with shore A hardness of not less than manufacturer and adhesive manufacturer for intended we. Typkal Standards: K&V via 85 with No. 185 brackets, lvachsons � 30 and elongation and compression of not less than 25 percent. finish. Quality Grade: Except as otherwise specified herein, provide Custom ASTM C-920, Type M, Class 25, Grade P. Grade as defined In AWI Dually Standards. Acceptable Manufacturers and Products: I lour mnln ,cos se acvrMle ha SPECIFICATIONS �j HFJILTHP HIGH s S avant w rsr/wm w nc um w esern CONSTRUCTION DOCUMENTS t � feellerel Ara wa 1 MI A saw Ix>00m ��l[[!!�� STILLWATER HIGH SCHOOL aaa Sc UM a ore ass a WM NM 2015 -033-00 •...Ir.<rew I .nl.u i 11..... dicta , , I ! . 5701 a1a.S01r 0aaaai Nom f/ . Kb. awl bsNpa. ungl...... ILO Shwa, rea�asler2 L • NTS ....a Stn. berth • • Sell.... lit «I4a ' 4. ; " , • TT' . NOrF rasa 12. 2012 A704 l.. al WELLrgW0FM CLINIC Imr Mall SEIER0 Tel .,.... 4l1.71..011, ,.,coal. Ltdp..Ui lmlIIMI A OCefdam IWa6 amar Me Ae wlr.salrJs. Tremco Incorporated: THC900. ANSI A158.7 (Supercedes CS985) - Standard Template Hinge Silencers: Provide specified silencers, except where stop does not Set dips and other anchors with Ramset 'shor anchors or Sonnebom Building Products: Sonaastic Paving Joint Sealant. Dimensions. occur / for each door et double doors. 3 per jamb at single door drill in anchors shall approved. be � together, with neat, Accora Sealants: General era! p r NR-200. pal SUBMITTALS uniform and tight joints. Acrylic Caulk with approximately palatable acrylic-emulsion elongation Extensions: Reinforce transom bars or mullions as necessary to sealant. Culk with approximately 12.1/2 percent elongation. Shop Drawings: Submit to indicate general construction, provide rigid i Where required (as at multiple o p e nings) Placing Frames: Set frames accurately in position, Dumbed, complying with AS C834. a dgarelo^a. jointing methods. readoncananta. and lo alhan of to stabilize large frames, provide frame or mutton extensions to aligned, and braced securely until permanent anchors are set. hardware. Manufacturers and Products: art! were. anchor to structure above, proper she to fit within overhead Aker wall construction is complete, remove temporary braces Tremco incorporated: Acrylic Latex 834. construction. Provide angle dips b fasten to structure. and spreaders leaving surfaces smooth and undamaged. Building Products: Sorclaa QUALITY ASSURANCE At in -place concrete or masonry construction, set frames s Co Peco Corporation: AC-20. Applicable Standards: Specifications and standards ot SOF 100 -83. Lfilsons: Provide mullions, continuously reinforced, straight and and secure in place with masonry anchorage devices with Bostik Construction Products: Chem -Calk 600. without twist, of tubular design. For removable mullions provide bolt his neatly filled with metallic platy, ground smooth Colors: Cobra as selected by Architect from manufacturer's standard HOLLOW METAL fastenings of non - ferrous bolts at bottom, with sleeves at head of and primed. colors. Acceptance of sealant will depend on range of standard frame for mutton to dip over. Place fire rated frames in accordance with NFPA Standard s80. cobra available for selection. Cu raptade Manufa Nort Cents al Trussblk. P M ercer, PMreertals, Sleelcrek, Clearances: Provide and be responsible for proper clearances at Make flak! splices in frames as detailed on reviewed shop Cu w ies, C ec o , h Centr Supp nlclelon Me. Republic metal hemea. Wading for soundetripping and smoke gaekelrg• drawings, welded and finished to match factory work. Glass clearance MATERIALS Kevran clearance shag be thickness of glass plus clearance Joint Primer: t Non-staining u pp type recommended by sealant Rolled Steel Sheets: Cold formed, prime quaky ridded, each side (1/8 inch minimum exterior -1/16 inch minimum Prime Coda damaged areas immediately after installation, apply sand smooth manufacturer to suit o application. type l Cold Rolled stretcher level -steel free from scale, or other cer , , pitting rusted or eamaged areas of prime coat ardapplytouch -up of Joint Cleaner: Non-corrosive type recommended by sealant interior), adjust for ketafietioen, glass Weimar; to allow for compatible akaM^g primer. manufacturer; compatible with joint forming materials. surface defects, complying with ASTM A388. glazing and sealant. Sealant Backer Rod at Horizontal Surfaces Only: Compressible rod Minimum gauges of hollow metal are specified below. Provide Stops: Set with countersunk or Jackson head screws. END OF SECTION stock of polyethylene jacketed polyurethane foam as recommended heaser gauge k required by details et ' Pe e lle cane/Wen' Entire Labeled Frames: Construct in accordance with requirements for by sealant manufacturer for compatibility with sealant. frame and sidelight shall be of same gauge. labeled wort. Attach proper U.L label, Warrcik Hersey. *Er labeled Sealant Backer Rod at Other Surfaces: Open cell urethane backer 16 gauge: interior door frames. Including sidelights which are hams shall be 1 -1/2 how construction. . part of frame unit. SECTION 081400 WOOD DOORS Acceptable Manufacturers and Products: 18 gauge: Labeled frames (or heavier if required by label). Jantrgs: At frames with equal width jambs and head, neatly miter Taylor dk. - 18 gauge: Interior glazed opening frames without door in any on face (except locations as at transom bas and at frames with SUMMARY Foam. Denver Foam. part of frame unit large head members). Prefithished solid core flush wood doors Applied Extrusion Technology. gauge: Trim members. Cope and butt stops. Weld length of entire joint, including face - flush wood doors, and flat intersections. SEALANT APPLICATION RELATED MATERIALS Grind smooth, at other frames, provide same mitered joint REFERENCES Apply sealant In accordance with manufacturer's printed instructions. wherever possible (et intersection et nth iamb-heed head or jamb AWI Quality Standards of Architectural Woodwork institute. Perform work in accordance with ASTM C804. Steel Reinforcing: ASTM A38 sill) and at other locations butt metal neatly and full weld. NFPA No, 80 Standards f Fire Doors, SCHEDULES Door Bumpers or Silencers: GJ-64. If tight butt joints are utilized, joints shall be neatly caulked Provide sealant where indicated (SUIT) or as required to achieve a smooth. SUBMITTALS weather -tight assembly. HOLLOW METAL FRAMES Workmanship: Fabricate so no grind marks, hollow or other out-of- Product Data: For each type of door. Include details of core and The following schedule is not intended to be all inclusive. plane areas are visible. edge construction and trim for openings. Include factory-finishing Joints subject to Pedestrian Traffic: Use 2 part, Typical , setf leveling Typ Rein forcing: Provide minimum hinge reinforcement 3/16 At joMp a intermediate members (as mullions and transom spedlcatiora, polyurethane sealant. inch by 1.1/2 Inch by 9 inch and lock strike reinforcement 3/113 inch bars). provide dot 8aning, neatly accomplished without holes, Shop Drawings: interior Joints Subject to Movement: One part polyurethane sealant. by 1 -1/2 inch by 4lnch keg burned out spots, weld build up or other defacing work. Indicate location, size, and hand of each door; elevation of each kind Interior Joints NOT Subject to Movement: Acrylic sealant Provide similar reinforcement for hardware items as required to Fla to dose cracks and to preserve shapes. of door: construction details not covered in Product Data; location and adequately withstand stresses, minimum 12 gauge, inducing Tightly fit loose stops, to hairline joints. extent of hardware bloating; and other pertinent data. END OF SECTION channel reinforcement for door closers and closer arms, door Clean frames by degreasing process and apply indicate hardware locations holders and similar items. coating of baked-on primer, covering inside as well as outside indicate thlokmesa veneers. t Provide reinforcement and clearances for concealed in-head surfaces indicate requirements for veneer matching. SECTION 081213 HOLLOW METAL FRAMES bar dosers and for mortise locks• indicate doors to be factory finished and finish requirements. SUMMARY Cover Plates: For hinge and strike plate cutouts, provide fully FASTENINGS Samples: t samples of wood veneer and factory finishing as follows: Pressed steel hollow metal frames. enclosed pressed steel cover boxes spot welded to frames behind Factory finishes scolded to actual door face materials, approximately Flee -rated hollow metal frames. mortises. Provide fastenings, anchors and dips as required to sec re hollow 8 by 10 inches, for each material and finish. Hollow metal frames for glass. Hardware: Mortise, reinforce. drill and tap for mortise hardware, metal work in place. Provide Jackson head screws, or flatter. - For each wood species and transparent finish, provide set of 3 Rough bucks, frame reinfordng, clip angles and anchorage. except ceiling and tapping for surface door dosers, door dower Dimple metal work to receive screw heads. Set stops and other sam ples stowing typical range of color and grain to be expected in Factory prime pain finish. brackets and adjustors shall be done in field. non- strucfiral fastenings with 86 Jackson head self-tapping finished work. REFERENCES Anchorage: Provide standard and special anchorage items as MOWS. Certification: Submit certification that doors and frames comply with NFPA 252 or UL -10. ANSUSDI -1 00-83 - Recommended Specifications • Standard Steel required. INSTALLATION Doors and Frames, Steel Door Institute, unless herein specified. Provide 12 gauge angle dips at bottom of frames with punched OUALRY ASSURANCE holes for securing frames to floor, except where frames are Instal hollow metal in accordance with reviewed shop drawings Fire-Rated Wood Doors: Doors complying with NFPA 80 that are Warnock amo k Her rseey atpries Inc. tufr Ua ho dholllow met aa Mtual (FM), or tri and marMacburo's printed krainstructions ns W Hey as es applicable to fire rated l secured entirely by rough listed and labeled by a testing and inspecting agency acceptable to assemblies and acceptable to authorities having jurisdiction. - Provide formed steel charnel spreader at bottom of frames. Securely fasten and anchor work N place vAthoua twins, authorities having jurisdiction, for fire ratings indicated, based on removable without damaging frame. warps, bulges or other unsatisfactory or defacing workmanship testing according to NFPA 252 or UL -10C. ANSI A115.1 -.17 - Specification for Door and Frame Preparation Set hallow metal plumb, level, square to proper elevations. Proves gasket as required by door manufacturer in compliance with for Hardware. true to line and eye. uL -10C, Category A. haew men. hhw ws ,revaor eh SPECIFICATIONS HEALTHPARTNERS , r oast ea nvma a es is um w as i CONSTRUCTION DOCl1MENT5 ■rasa ae hrnc r w n oar emcee STILLWATER HIGH SCHOOL mass wa UM ar we ass ar ° NIA I k 11.... I n...ne n Fl f r rem severraaaad all nix .hr.ruts.., earn • 11.11• ne FL- T T '.X'$"$' ,' T alaaeer. hr.r.w 590a Dew r10ih11mit 12. 2 ■I A7U5 u., d� 1� 5 .711..411111 a,.e. 1. tuwu..nr Wf3L�WOItK CLINIC aeoralaa,ha,m SfiEma eooruwan MINI NM wo- reawwaacaL Quality Standard: AWI 'Architectural Woodwork Quality Standards SUBMITTALS Copy of final keying schedule. Illustrated'. FABRICATION Hardware Schedule: Submit hardware schedule per Section 013300 As installed Wiling " for each opening connected to power. Provide AWI Quality Certification Labels for Project indicating that Fabricate wood doors In accordance with requirements of AWI In vertical lonnat as Illustrated by the Sequence of Fombt for the both low voltage and 110 volts. doors comply with requirements of grades specified. Quality Standards. Hardware Schedule as published by the Door and Hardware Institute. One afire set of apedal tools required for maintenance and Fabricate and label fie rated doors in accordance with requirements Schedules. which do no t comply. wR be returned for correction before adjustment of hardware, including changing of cyflnders. DELIVERY, STORAGE, AND HANDLING of Underwriters' Laboratories (U'L), UL -10C, Category A Positive review, QUALITY ASSURANCE Comply with requremens ot referenced standard and rtanufanoure P reesure. with imumescenht required for comrhplia ce conrekhed witidn Fiendware sclhedole ahem Mdksre arclhried s hardware group Manufacturer Obtain each type of hardware de. latch and written i d o rs Indi the door p od uc t and requiring no additional Nstalletion et and of each item proposed. The schedule shall be hinges, dosers) from single manufacturer, al though several may be Package doors sh e e idualty in cardhoard cartons and wrap bundles ot Fabricate intumescent products. reviewed prior to submission by a certified Architectural Hardware indicated as offering products complying with requirements. doors w plastic do r s as re opbricstadoors s: AWI Quality Standards hardware blocking Consultant, who shall affix his or her seal attesting to the Ste Recognized architec ural finish hardware supplier, with U o wood doors as recommended by fin ed doors. options hs head follows: and correctives at the schedule. warehousing facilities, who has been providing hardware for period of completeness Use opaque plastic top sheeting for m rail with o finished doors Provide doo and minimum m - l doors. Mark each door on top end bottom rail with openng number used on Provide doors with minInum 1 -1/4 inch thick edge strips, of wood Provide Illustrations from manufacturers' catalogs and data in not less than 3 years. The supplier shall be, or employ, a certified Shop Drawings species to match face veneers except as required for UL rating. brochure form. Architectural Make cutouts and provide stops for glass. Seal cut-outs prior to Check specified hardware for sultabilty and adaptehmity to details and Institute. WARRANTY installation of moldings. surrounding conditions. education C Consultant es ( AHC) , who o In bethe oorand Hord registered in to continug u Special Warranty: Manufacturer's standard form, signed by Prepare doors to receive hardware, and NFPA 80 for hardware Indicate unsuitable or incompatible Items and proposed substitutions ratio e ult oor d and d by a manufacturer. Installer, and Contractor, In which manufacturer agrees requirements including UL -10C. in the hardware schedule sudnktal. comp to MC' The hardware schedule shall be D to repair or replace doors that are defective in materials or Factory pre-machine doors for all mortised hardware, Including pilot When requested, provide listing of manufacturers' template numbers workmanship, have warped ( bow, cup, or twist) more than 114 inch in holes for hinge screws and lock fronds. for each item of hardware In the hardware schedule submittal. Installer: Firm with 3 years' experience in installation of similar 42-by -84 -Inch section, or show telegraphing of core construction In Prefit and bevel to net opening size less approximately 3/18 inch In Furnish associated Contractors and Subcontractors with copies of hardware to that required for We project, Including spedfa face veneers exceeding 0.01 inch in 3-inch s pan. width and provide 114Inch clearance above finished floor, unless final approved hardware schedule. Submit necessary templates and requirements indicated. Warranty sham also include Installation and finishing that may be otherwise indicated on drawings. schedules as soon as possble to holm metal, wood, aluminum, and Label Requirements: Provide nationally recognized required due to repair or replacement of defective doors. Slightly ease vertical edges. other door & frame fabricators in accordance with schedule they Regulatory Warranty shall be In effect during the following period of time from require for fabrication. testing agency label or stamp on hardware for labeled openings. date of Substantial Completion: INSTALLATION Samples: Lever design or finish sample: Provide 3 samples, if Where UL requirements conflict with drawings or specifications, Solid-Core Interior Doors: Life of Installation Manufacturer's Written Instructions: install doors to comply with requested by architect. hardware rming t UL re u ll r be ements ys�iallbe Conflicts manufacturers written Instructions, referenced quality standard, and Closer Mounting: mama* mounting description for each closer and proposed MANUFACTURERS as Indicated. Included In the submittal's hardware groups - i.e., push side mount sc hedule- Eggers Industries Install fire -rated doors in corresponding fire -rated frames according to (parallel rum), punt side mount (regular arm). or push side top mount AccessIbirdy Requirements: Doors to stairs (other than exit stairs). Marshfield Door Systems NFPA 80 (top Jamb). loading platforms, toiler rooms, stages and doors saving g other Algoma Group Job-Fitted Doors: Afgn and lit doors in frames with uniform locations shall have knurled or other similar approved clearances and bevels as i of baits set below; do not trim stiles and rails Electrified Hardware: Provide operational descriptions" for each hazardo of door lever sha haw es or cross bars In accordance with local NON -FIRE RATED DOOR TYPES in excess by manufacturer or pemllted for fire-rated electrified hardware group in hardware schedule submittal. building codes. Non -Fire Rated Doors: Thickness: 1-3/4 inches, interior flush wood, doors. Machine doors for hardware. Seal cut surfaces after fitting Descriptions should include operation of the doors for exit, entry, bonded, solid core conforming to AWI PC-5 (ME); and machining. and/or fire or smoke alarm conditions. Use operational descriptions Pre-Installation Conference: Prior to the installation of hardware, AWI Construction Grade: Custom. Clearances: Provide 1/8 inch at heads, jambs, and between pairs of included In the specified electrified groups as a guide. manufacturers' representatives for lodcsets, closers, and exit devices Core: 32 pd densih.Type 1 particle board. doors. Provide 1/8 inch from bottom of door to top of decorative floor wiring Diagrams: When requested after Wind approval of the shall arrange and conduct a jobsite meeting to instruct the installing Adhesive: Type 1 for hot press application. finish or covers g. Where threshold is shown or scheduled, provide hardware schedule submittal, provide complete and detailed system contractors personnel on the proper installation of their respective Stiles: Hardwood to match face veneer over structural composite 1/4 inch from bottom of door to top of threshold. operation and elevatco riser and wiring diagrams apedemy developed ' Is M tares, shall be diva to tl when this Architect meeting is Owner. lumber (SCL), glued to core. Comply with NFPA 80 for fire-rated doors. for each opening that requires electrified hardware, except openings Rails: Mid option hardwood or SCL Top and bottom: 5 inches. where only magnetic hold-opens or door position switches are DELIVERY, STORAGE AND HANDLING Crossbandirg: 1/20 Inch thick hardwood. CLEANING AND PROTECTION .Provide these diagrams with hardware delivery to tlhe Delver hardware to jobsite in manufacturer's original packaging, Clean prellnished doors and hardware. DOOR FACING At clear finished doors, do not partially cover door surfaces with marked to correspond with the approved hardware schedule. Do not Wood Veneer: AWI Grade A. paper. cardboard, or other opaque covering that will create uneven Installation Instructions: Provide manufacturer's written Installation delver hardware until suitable locked storage space is available. Thickness: 1/50 inch thick before final sanding. aging of wood veneer. Protect doors as directed by manufacturer. and adjustment instructions for finish hardware. Send installation Check hardware against reviewed hardware schedule. Store Species: Match existing, oak, WD-1 instructions to site with hardware. hardware to protect against loss, theft, or damage. Cut: Rift Cut END OF SECTION Templates: Submit templates and 'reviewed Hardware Schedule' to Delver hardware required to be installed during fabrication Of hollow Slip match. door and frame supplier and others as applicable to enable proper metal, aluminum, wood, or stainless steel doors prepaid to the SECTION 087100 DOOR HARDWARE and accurate sizing and locations of cutouts and reinford g. respective manufacturer. FINISHING Contract closeout Submittals: Comply with Section 017800 Including WARRANTY Transparent Finish: In accordance with AWI Quality Standards specific requirements indicated. Warrant workmanship and material provided against defective 1500. GENERAL REQUIREMENTS Operating and maintenance manuals containing the following: manufacture. Repair or replace defective workmanship and material Finish Grade: Premium Grade. Provide items, articles, materials, operations and methods listed. Complete information In care, maintenance. and adjustment, and appearing within period of one year alter Substantial Completion. Stain color. custom stain to match existing doors. mentioned or scheduled herein or on drawings, in quantities as data on repair and replacement parts. and information on on door closer body AWI System No.TR -6 Catalyzed Polyurethane - required to complete project. Provide hardware that functions preservation of finishes. Provide a minimum ten year factory warranty Factory- Finished Doors: Provide finished doors which have been final properly. Prior to furnishing hardware, advise Architect of dens that Qarebg pages for each product. - against defects In material and workmanship from date of occupancy finished at the factory prior to shipping. will not operate properly, are Improper for conditions, or will not Name, address, and phone number of local representative for each of Project remain permanently anchored. manufacturer. Replace shortages and Incorrect Items with correct material at no ADHESIVES Pants list for each product additional cost to Owner. Facing and Crossband Adhesive: Type 1 waterproof. Copy of final approved hardware schedule, edited to reflect 'As Door Construction: Type 2 Installed. Laser camr,I gall* a CONSTRUCTION DOCUMENTS SPECIFICATIONS HEA HI TNERS aavr hid rwrwss er ins alare.ea eO owe 1 e11 A OILY edwwm I.esl 91a sew a R[ SOU CI SRLL I Mowe HIGH SCHOOL waoa • COIL MO. 2016-033-00 ..,. , ..,... I ........ ,,, n n.. �� • sum sw.wr sa GH Ch • MIL 4...,..1,.,11. .....111....., Lit �f;�: arsw.,11ad , ...: : toes A706 .r. N. w..,...1.- ..11...11 y =r T "i,' ; II O r OaBER 1$ 20 N WEL LOWORK CLINIC 'm` Lies own Sapmp TN...... 111.7”..... r.,,,■m4 uses.,,,, asoie rwr+ar •COPMIert verse. MTh NO ALMNaad4NC At completion of project. qualified factory representative shall inspect LOCKSETS - MORTISE (HEAVY DUTY) Bums Hiawatha Rockwood . Trimcc Provide heavy-duty non-sized closers, Mess indicated otherwise closer installations. After this inspection, letter shall be sent to Acceptable manufacturers: Sddage 1.9000 x 03A 422 x081 LBP 47 1741 1• die push tar M Hardware Groups. adjustable to meet maximum opening force Architect reporting on conditions, verifying that losers have been 39C 658A BF157A 1191- 1• din., 1 CTC, offset pull requirements of ADA. properly installed and adjusted. Provide heavy-duty mortise locks with specified functions when 26C 5368 111 1195-2 1' dire, 10" CTC, straight Provide drop plates, brackets, or adapters for arms as required to indicated In Hardware Groups and with the following provisions: suit details. HINGES Cylinders: Provide cylinders. as required, to accomplish specified General: Plated contract grade material, fabricated to template for lock function. (Refer to Part 2 • KEYING.) 258 523A 107 1194 -2 3/4' dire., 8" CTC,straight Man, losers on room side of corridor doors, inside of exterior use with metal doors or frames, with flat button tips, non -rising loose Locksets shall meet the requirements of ANSIIBHMA A156.13- 1994. Put doors, and stair side of stairway doors, unless indicated otherwise. steel pins, and beveled or non - beveled inner edge. Operational Grade 1. Security Grade 1. Provide back-check for closers. Non - removable loose pin hinges for exterior omawing doors Bac ksets: 2 -3/4 inches, unless indicated otherwise. Push Bars: Non - ferrous base metal for exterior doors Strikes: Provide w bes and strikes with prop« lip length b Hiawatha type 1081 LBP, unless ot indicated. Provide mechanical holder arms where indicated. Ball bearing hinges of proper size and weight for labeled doors prot tri b u t n ot t o ught pro j ox ec t more than 1 ion b trim f rame Length of push bare shall be sufficient to mount each end on center Provide closers for doors as noted In Hardware Groups and, in Drill 5/32 Inch hole and use No. 12.1/14 inch steel threaded to the or inactive leaf. Where required, provide open balk strike and of door stile. Push bars on flush doors shall be 3 inches less than addition, provide closers for labeled doors whether or not head wood screws for hinges on wood doors protected to allow practical and secure operation. door width. sped icaly noted In group. Hinge Sizes: 1-3/4 Inch doors / 4-12 inches x 4-1/2 inches. ANSI functions • mortise locks. Use concealed mounting and mount back-to-back with pulls. � � � me of UBC 7 -2 and UL 10C Function/ANSI 4: Passage/F01, Pdvacy/F22, Oflka/F04. Width of hinges: Sufficient to clear trim. Classroom/F05, Storeroom/F07. Pull: positive pressure tests. Quantities: One pair (2 hinges) on doors 60 Inches high or less, 12 Hiawatha Series 658A, unless otherwise Indicated. pair (1 hinge) for every additional 30 inches or fraction thereof. EXIT DEVICES Use concealed mounting and mount back-to-back with push bars. OVERHEAD STOPS Type 1 Hinge: Standard weight, 8B, steel. (Hager 881279) Door Protection Plates and Edge Guards: Provide concealed-mounted overhead stops for doors equipped A orbin R e Heavy-Duty E0 5r and Models: Kirk Plates and Armor Minimum er Plates: Minum of 0.050 inch thick, beveled 4 with regular ann surface type closers that swing more than 140 Interior doors 36 inches or less without closers. Corbin usswin ED40 00/EU5000 00 Series, Precisioon n Apex 2000 edges. degrees before sufidrg wad or for doors that open against Type 2 Hinge: Heavy weight, BB, steel. (Hager BBI168) Series, SARGENT 80 Series, VonDufxfn 35A/98 Series, Yak At single doors provide width 1-1/2 inches less than door width on t. casework. sidelights, or other objects that would make Interior doors over 36 Inches wide, or doors with closers. 7100/7200 Series push side. If indicated for pull side, provide 1 inch less than door wad stoPs inaPProP Provide surface-mounted overhead stops d hh where required for fire-rated wood doors and for exterior hollow Equivalent products by Bommer, McKinney, PBB, or Stanley are also Provide heavy-duty exit device series and functions as specified in with If edge guards are specified, see edge guard paragrap metal doors. A closer stop arm is an acceptable option instead of acceptable. Hardware Groups, unites indicated otherwise. S Hardware a Von below for slang requirements• stops at interior doors with parallel arm closer mountings. Donn product numbers are referenced in the Hardware Groups to Provide height of inches es and armor plate height of 34 overhead FLUSH BOLTS AND DUSTPROOF STRIKES Indicate function and duty level. Inches, unless otherwise odioated opening Where overhead stops are required by ing condi , as Edge Guards: Minimum . 050' thick, stainless steel. defined above, provide heavy-duty overhead stops for doors that Acceptable Manufacturers: Provide Trimoo products as indicated Al exit devices shall be UL listed for panic. Exit devices for labeled Hiawatha type DES•1AA DES -2A x 34 inches high, or as noted In are over 39 inches wide and for exterior doors. A heavy-duty below, or equivalent products by Door Controls international, Hager. doors shall be UL listed as "Fire Exit Hardware". Hardware Groups. closer compression stop arm (equivalent to SARGENT CPS arm) is When edge guards are specified in conjunction with kick and/or armor an acceptable option for overhead stops at exterior doors with or Where le tr im is specified, provide lever design to match plates, coordinate widths of protection products with door widths to p arm closer mountings. Provide automatic, semi- automatic (constanUSell stctog), or manual steed In Previous artide(s)• resit in e continuous smooth surface with no more than 1/8 of an hold-open function where indicated at non -label doors. flush bolts inch ts for inactive door of pairs as Indicated in the hardware i between the edge of the edge guard and the edge of the group(s), and as required for metal or wood doors. Whenever bottom KEYING Idc Aar or plate. Overlapping of edge guards and kkk/amxr Provide sex bolt attachments for mineral core wood door bolts are utilized, provide dustproof strike 3910/3910N/3911, as Integrate keying of new locks/ cylinders with existing Schleps •E' plates will not be permitted. applications. required for slit conditions. Series 6 pin key system as directed by Owner. Factory key all Coordinate sizing of edge guards with door & frame manufacturers: ABH, Glynn-Johnson, Rixson, At exterior openings provide top and bosom bolt configuration for cylinders with manufacturer retaining permanent keying records. If akppder/manufactrer to ensure that opening clearances prevent Acceptable inactive door of pair, unless indicated otherwise. requested, proms Owner with copy of bitting list via Owner binding and/or rubbing of the swinging door. SARGENT acceptable delivery method. When door protection plates and/or edge guards are specified for fire- WALL STOPS AND HOLDERS At interior openings that are locked or lockable, provide top egg rated openings, they shad be installed in accordance with the listing bottom bolt configuration for door of pair. hnlass Indicated A keying meeting shell be scheduled le determine specific Owner of the door. Field-Installed product mus be labeled and installed in Acceptable Manufacturers: Provide has products as indicated, or and building keying requirements. Attendees shad p oker Owner's accordance with manufacturers listings. equivalent products by Bums. Hager, or Trimco. At bolt only, or unless in i at specified with a . passage function, provide top representative(s) and a Archilectad Con or supplier act pple d led/dr Provide wall bumper (WS407CCV) for each door leaf except where bit only, unless indicated otherwise. such ch fire-rated as m od el 3 openings, provide time, place, a . Attend ArcFhitect and Contractor ot scheduled tote, COORDINATORS appropriate fire bok(s)/thermel pin(s) su as model 850, as time. bee, and attendees. Acceptable Manufacturers: Provide Trimco products as indicated wad stops (WSI 1IWS1 I X) are specified in the Hardware Groups, required by the door manufacturer to attain the specified &o- If requested. submit proposed keying schedule to Architect and below and designated in hardware groups. Of equivalent products or eniing OVERHEAD require the use of an overhead stop. (Rer rating/label. Door Controls international, Hager. or Ives. Where fully 81 0 /3 8matilo flusthtxxtt are specified in the hardware group, provide meet wAth Owner and Architect to review schedule. by provide stop- rtounted coordinator (3094 series) for labeled pairs of Provide overhead stop mechanism (Refer to Part 2 - OVERHEAD W h e re emir -auto . Provide conalkugon rated upon completion Pemen of the p ject es doors equipped with automatic flush bolts and those with vertical STOPS) for doors o which operating trim on leadingAatch edge In Where semi-automatic provide vi constant-latching) e d l 0/ 8 2 5 . o c are specified shell be installed/activated upon oompkton of Ind Woject• lock fire exit device combinations with astragals, unless DOES NOT open against wall. Refer to degree of opening as of the bol not ore than nr78iin inches model 3820/3825. loos - ceddrlNhe shown on plan. Special conditions will be indicated by notes on the of top bolt not more than 78 iohea above finished floor - provide rod Pro 6 nth loc St m each "DO NOT set DUPLICATE' 3 change indicated otherwise. Schedule. extensions as necessary• keys for ' NOT DUPLICATE' When Provide tier bars for total opening width, closer mounting brackets, Opening Provide manual flushbolk (model 3913/3915/3916/3917 /3999) or core cylinders are specmed, provide 2 control keys for latches where Provide y•dMN base stop & manual holder functiorh surface bolts only when specifically indicated In the assigned for core removal. °any bars, and spade! preparation (W)() where Indicated for non -label doors. hardware group. Locate centerline of top bolt not more than 78 inches All keys shall be delivered to the designated Owner's Provide heavy-duty automatic wall holder (WS45I WS45X) where above finished floor - provide rod extensions as necessary. represen determined up ve via method determined and agreed upon by the DOOR CLOSERS Indicated for non -label labors. At fire rated openings utilizing top trod only configurations, provide Owner at the keying meeting. Acceptable Manulagxurers and Types ot Exposed Closers: Floor or base stops shall be used only where definitely specified or appropriate fire bdt(sNahermal pin(s) (such as model 3850); as LCN 4040 Series unavoidable. required by the door manufacturer to stain the specified fire- DOOR TRIM h rating/label. Also Include appropriate strike to receive bolt/pin when Acceptable Manufacturers and Types: projected. (Dustproof type when required at floor/threshold location.) OM clap 1 COW orm its n w wcrwml SPECIFICATIONS j HEALTNPARTNERS soar w noes w nc as um w NW DOCUMENTS 1 .wgndal w0 1dR I Si A ear WPM POEM STBIWATER HIGH SCHOOL l MOM wR INC s PM 1 F _ _ P. �1e -03s m WIMP l lr<lt•<lr <• A,<xle• <l•r• I t•ll••• I n•LAC �® . , I $ 4 I, - * SO PPP,POriodRaalQ - r ule 012 N Ill x mIli • I ••rr. lit - u mm••<unl•l•u• ul mm TT; : CIT TT Ddc NOVEMBER 12, 2012 A707 x WELLOWORK CLINIC het M eBE110 1,1 412.7S11.411.. Facsimile 111.2.7511,1l.11 smrxdws•nnrsr •COPlnam WARM OWN Me Wadi sc. GASKET Set units level, plumb and true to the and location. Adjust and HARDWARE GROUPS - PRODUCTS reinforce att�funent to substrate as necessary for proper Provide al required door hardware for each specified opening to GYPS m Board (GYP BD-1): ASTM C38 Acceptable rodby Hager, National ral Guard Products, d u etu a t indicated, , Reese ese installation and OPeation. mammy y with re q u irements of this section In it en tirety. i 5/8" thick unless noted otherwise, Type X with tapered edges. te Er equivalent or Z or Zee. products ts Refer to r t o dr drawings winofw special details. ls. R Provide So f ism" are deshedrinterded functions, acceptable manufacturers and Enterprises, e holes p pre-drilled to and i t d, f ron t s in ors doors ore - have pilot models, systems Whe smoke smo shims and fasteners. holes ke gaskets specified or required by lire-rating criteria, a. holes or over oover-to lo avid rWe installation ll t ationo doors n of screws. Do not over-drill pilot opening• 5/ ' thick unless noted otherwise, Type Xwith tapered edges. Where Provide PK55D, unless detailed otherwise. Drib and countersink units which are not factory prepared for Refer to the openings schedule for hardware group and modifiers) Steel Suds and Furring (MET STUD -1) ASTM C845 Provide gaskets for 20- minute doors and for doors designated for anchorage fasteners. Space fasteners and anchors in accordance assigned to each door oPerling. ignore e��log� and and furring channels bear galvanized U- steel studs, runners, smoke and draft control as required by local codes and/or door with industry standards. modifiers not assigned on the openings manufacturer. Also include astragal wailer gasket as required for For doors with door pulls and push plates, install door pulls with meeting edges of pairs. through bolted fasteners countersunk and flush with door face. GROUP 3 - Existing opening, odoor/Irame/hardware essembly Size: 3-5/8 itch. 25 gauge studs spaced 24 inches o.c. unless to remain otherwise noted on the Drawings. Where frame-applied Intumescent seals are required by the wood Then install push plates over countersunk through bolts so they are meting hardware to remain, as is. Where product type, size, or gauge Is not specified, conform to door manufacturer, provide gaskets that comply with UBC 7 -2 and concealed by Push per- manufacturer's current printed specifications and local code UL -IOC positive- pressure test FIELD QUALITY CONTROL GROUP 10 - Passage, no closer requirements for limiting criteria Hinges SCREWS AND FASTENERS After installation has been completed, provide services of qualified 1 each Lekhaet passage Function Drywall Furring Channels (MET FUR -1): ASTM A568 Fasteners: hardware consultant to check Project to determine proper Function: Latchbolt is retracted by lever on either side. 7/8' deep or 1 -1/2' deep, hat-shaped sections, with hot-dip Including, but not limited to wood or machine screws, bolts, nuts, application of finish hardware according to schedule. Also check 1 each Stop (as required by opening conditions) galvanized coating; ASTM A525. anchors, etc. of proper type, size. material, and finish required for operation and adjustment of hardware items. Installation of hardware. Adjust door control devices to compensate for final operation of GROUP 11- Privacy function, no closer' Strap Bridging: 35/8" wide 24 gauge steel, unless otherwise Phillips head for exposed screws. Do not use aluminum screws M heating and ventilating equipment. Hinges indicated, with hot-dip galvanized coating conforming to ASTM A525. attach ach hardware. 1 each Lodkset Privacy function TYPICAL FINISHES AND MATERIALS ADJUSTING AND CLEANING Function: Laktlbolt is retracted by lever on either side unless Hanger Wire: ASTM A641 fi completion, hardware shall be left dean and free from inside turn lever (mort) or push button (cyl) locks outside lever. Galvanized steel wire, soft annealed, pre- stretced, minimum eight Bu ts :O , unless ot te rio specified: A comp Turn lever Is released and push button is released by rotating gauge, unless otherwise indicated. Zinc coating not less than FS 00- Buts: Stainless gtrg Exterior Ooore; a US32D (BHMA 630) on Maim e har rdwran ® ware is found defedNdoor doe ct ere e repair airr or Inside lever or by dosing door. Outside emergency release W-461 H, Class 1. s S Steeteel. - terns of hardware. W here W mechanism unlocks outside lever. (via coin. screwdriver, or Butts: Interior Doors and Inswlrgirg Exterior Doors; US26D (BHMA replace or otherwise correct as directed. m) Resilient Furring Channels: 1!2 -inch- deep, steel sheet members 652) on Steel. Adjust door dosers to meet opening force requirements of Uniform 1 each Stop (as required by opening conditions) designed to reduce sound transmission. Continuous Geared Hinges; US28 (BHMA 628) on Aluminum. Federal Amity Standards. Configuration: with face attached to single flange by a A Continuous Stainless Steel; US32D (BHMA 630) on Stainless GROUP 1$- Classroom function, no closer Co nfig leg (web). A Steel. Final Adjustment: Wherever hardware installation s made more Hinges Pivots: US260 (BHMA 626) on Brass or Bronze. than one month prior to acceptance or occupancy of space or area, 1 each LOdkset Classroom Function return to work during week prior to acceptance or occupancy, and Flush Bolts: US26D US 3D (BHMA 626) on St or Bronze. urn Function: lever Is to It s retracted by lever on either side unless ACOUSTICAL INSULA TION Lo c Devices: chess (BHMA 630) on 6) on B s Steel. make final check and of hardware tams such space outside levers locked b1, �Y• Key outside locks or unlocks Acoustical Insulation (INSUL -40): Contractor's Option, as required to or area. Clean an operating ng items as necessary to restore proper meet requirements of UL Design, one of following materials: Man Pocks Plates. Pulls annd d hy Push sh Barss : : US920 (BHMA 630) on end B P sad Latches: P (Ba 826) rass 6r 0ronze function fnbh of hardware and doors. ea each . Deadlocking Stop (as required by opening conditions) made vitreous fiber or resilent glass fibers bonded with theme• ( 1 h Stainless Steel. Instruct Owner's personnel in proper adjustment and maintenance setting resin. Coordinators: USP (BHMA 600) on Steel. of door hardware and hardware finishes. END OF SECTION Thickness: Same as stud depth or as indicated. Kick Plates, Armor Plates, and Edge Guards: US32D (BHMA 630) Clean surfaces soiled by hardware installation. Width of Batts: As required to meet UL requirements. O on verhead S topp s and a Stainless O S and Holders: US260 (BHMA 626) on Brass or PR ASTM 0665, Type I, Class B. OTECTION Croroe. SECTION 092900 GYPSUM BOARD ASSEMBLIES a Surface mounted. Sprayed Lacquer or Powder Coat to of hardware Items until the gorier Acoustical MATERIALS Match. Provide for proper protection accepts Project as complete. SUMMARY ACOUatiCel 3eelarht' Non - hardening, non-drying, non-bleeding, non - Latch Protectors: US32D (BHMA 630) on Stainless Steel HARDWARE GROUP MODIFIERS Interior non-load bearing steel stud partition systems. T staining Sealant'. Mierellan Hardware: U326D (BHMA 626) on Brass or Bronze. United States Gypsum, 'Acoustical Sealant ". Hardware Group modifiers added to numeric hardware group Gypsum accessories and finishing EXAMINATION assignmens on the schedule of openings indicate a variation to the A i Examine doors, frames, and related items for conditions that would group as defined below. Acrylic Latex Sealant One-part, non -sag, pelntable acrylic latex prevent the proper application of finish hardware. Do not proceed QUALITY ASSURANCE polymer caulk capable of +7.5 percent movement and conforming to until defects are corrected. 'A' - Add armor plate to push side of door(s) and edge guards to Construct gypsum drywall partition and ceiling systems according to ASTM C834. INSTALLATION hinge and latch edges. (both leaves of pairs and both sides of gypsum board manufacturer's current printed specifications. Pecora Corporation, 'AC-20 Sifeonlzed". double -acting doors) Omit kidplate if previously scheduled. Refer Requirements of Regulatory Agencies: Sonnebom Building Products,'Sonolac'. Install finish hardware in accordance with reviewed hardware to Part 2 - DOOR TRIM. Where surface vertical rod exit devices Where a fire resistance rating is required, constructor achieve Tremco.'Acryic Latex 834'. schedule and manufacturer's printed instructions. Profit hardware are also specifled, provide bottom rod and latch protection. required fire resistance rating according to applicable UL listed before finish is applied, remove and reinstall after finish is Frame protection (ti applicable) Is provided by Section 102800. assembles. Corner Bead: US Gypsum 'DUR -A -BEAD' completed. Install hardware so that parts operate smoothly, dose Provide stud shah well system designed and tested by manufacturer tightly and do not rattle. 'S" - Add sound seal, including - gasket for frame jams & head. to withstand lateral loading (air pressure) of 10 lbs per sq ft for Exterior Casing Bead: US Gypsum No. 801 -A 'J' shape and 801-8 Installation of hardware shall comply with NFPA 80 and NFPA 101 threshold, automatic door bottom, and meeting CBs of pairs. maxtirumn wall height required, and with deflection limited to 1/240 of "L' shape face naffing flange Metal Trim. requirements. Refer to Part 2 - SPECIAL GASKET. partition height 1 Io1or ®wn am as eerww1wr11 w SPECIFICATIONS 1, t HEALTHPARTNERS IVew w warm er ha""1)a tram., ssa CONSTRUCTIO DOCUMENTS W,wY1 NO THAT Iws sax IMO ♦ [pl�y!��yy STILLWATER HIGH SC lOOt. r WWI 1E rns Sr as suet err A pp "' 2018- 033-0o 1.[11t ,[I.,, 1 l.Il...cl.I l Homing m.-_- • , srotauwlw are • 1tY1[ WUcc[Il1a,c.l l.k[...r[. LlC m�! 1 L a1M1101, 1aIIIIME tOU 4 ♦ . 11111tc...l.c1- s.11.11 ?"..:"` T., ,T T '. A Us NOVDMER 12, 2012 Af / OH 111......11[. MI WELLOWORK 1' - •*rc •4C 0...1.46.136, - a� T.I..I... 111.111.1111 r.ttl.11[ 412.7111.1111. •••110101o.Mfe! .00Vlear wWalrn. semi we Casing Bead: US Gypsum No. 200-B 'V shape face nailing Metal Mix and proportion premix setting bed bond coat and grout materials Trim. CERAMIC TILE ACCESSORIES in accordance with manufacturer's recommendations. OUALfTY ASSURANCE Trim and Special Shapes: Rounded external corners and trim shapes Setting Beds: Ceilings and Interior Systems Construction Association (CISCA): Control Joint: US Gypsum No. 093 Control Joint at head, jamb and sills of openings. Latex-cement mortar and latex -cement grout in shower areas, and as Acoustical Ceilings. U and g Practice. and Suspension Systems: Obtain (CTB) Ceramic Base: Sanitary cove units, size as indicated, material Misted. each Source Ll mtical nsio Ceiling panel Units suspension Suspension stem from one Fasteners: Screws, clips, ties and other fasteners as recommended selection as indicated. by gypsum board manufacturer. Screws shall conform to ASTM TILE f consistent quality in INSTALLATION sauce with resources to provide products ducts o o delaying Work. C1002. Where Indicated on Drawings for metal framing, provide 11W THRESHOLDS Install de work in accordance with applicable parts of ANSI A108 and appearance and physical properties Butldex'TEK' screws, or comparable products of Atlas or USG. (THS1) Solid Polymer Thresholds: Made from homogeneous sold manufacturer's printed instructions. Comply with TCNA installation sheets of filled plastic resin complying with material and performance methods as applicable to installation conditions. MANUFACTURERS INSTALLATION requirements in ANSI Z124.3, for Type 5 or Type 6, without Achieve 100 percent bond in Age work. Back butter units 8 Inch by 8 Acceptable Panel Install steel studs, runners, furring material, gypsum wall board, precoated finish inch and larger. Armstrong miscellaneous materials, accessories, and related materials Minimises: 1/2 inch Extend ale work into recesses and under equipment and fixtures, to according to manufacturer's recommendations and GA -216. Available Manufacturers: form complete covering without interruptions. Terminate work neatly Acceptable Suspension System Manufacturers: Avonite, Inc. at obstructions, edges and corners without disruption of pattern or Armstrong Space studs 24' on center, unless otherwise Indicated. DuPont Polymers. joint alignment USG Interior Systems. Formica Corporation. Accurately form intersections and returns. Perform cutting and dating Provide minimum 25 gauge studs to limit deflection to L240 at Nevamar; International Paper; Decorative Products Division. of the without marling visible *Maces. Grind cut edges of tile abutting SUSPENSION SYSTEM minimum 5 par lateral force applied perpendicular to partition. Provide Wisonart International; Div. of Premark International, Inc. 01m, finish or bitten Items for straight, aligned joints. Exposed Type, ASTM C635: Intermediate duty, double web, cold bracing as required at maximum unsupported lengths as Flt the closely to electrical outlets. piping and fixtures so that plates, roiled hot dipped galvanized steel tees and wall moldings, steel cap recommended by the stud manufacturer to achieve specified MORTAR MATERIALS collars or covers overlap toe. with baked on painted polyester finish. maximum deflection. the following: Cement Mortar (Thin Set): : ANSI A118.4, consisting of pattern. . Ai8 �rce when floor, base , walls and trim exposed surfaces with white enamel finish to runners atch laY rosa match Provide double 20 gauge studs at all door openings unless otherwise Prepackaged to mix containing at Project a s same size. space or on Layout tile work wall orka d center the fields both directions in panels. to Material Identification Codes. Indicated on Drawings. site. Apply grout sealer as recommended mended by sealer and grout material �Suspe nsion y ASTM A 841. Class 1 zinc coating, soft c Fire Rated Partitions: Comply with Fire Resistive Joint assembly Prepackaged dry-mortar mix combined with styrene - butadiene- rubber manufacturers. Wire for H and d. Ties: a yield A 641 bad of at nc c time three indicated. fr a ap addition. For wall applications, provide nonseg9kng mortar that complies with deign load, but lidless than 12 gauge. Install insulation where indicated or required by GA -218 for fire rated Paragraph F -4.6.1 In addition to the other requirements in Accessories: Sfadlzer bars, furring caps, splices, edge moldings and partitions. ANSI A118.4. ADJUST AND CLEAN hold down dips. Provide as requited to complete end complement Clean grout and setting materials from face of tie whsle materials are suspended ceiling grid system. Finishing of Gypsum Board Walls: Comply with GA -214. GROUT MATERIALS workable. Leave t face dean and free of foreign matter. Attachment Devices: Size for five times design load Indicated in Provide a Level 4 finish at walls to receive paint finish Epoxy Grout Materials: Unglazed tie may be cleaned with acid solutions only when permitted ASTM C 635, Table 1, Direct Hung unless otherwise indicated. Provide a Level 3 finish at all other locations. Water - Cleanable, Tile-Setting and -Grouting Epoxy: ANSI A118.3. by tile and grout manufacturer's printed instructions, but not sooner Edge Moldings and Trim: Metal of types and profiles indicated or. if Color: As selected by Architect. than 10 days afar installation. not Indicated, manufacturer's standard moldings for edges and END OF SECTION Acceptable Epoxy Grout Manufacturers: Leave finished installation dean and free of cracked, chipped, penetrations, including light fixtures, that fit type of edge detail and Bonsai, W. R.. Company. broken, unbonded, or otherwise defective tile wook suspension system indicated. Bostik, Inc. Protect Instated t work with non- staining Kraft paper over 3/4' thick Provide moldings with exposed flange of the same width as exposed Custom Building Products. plywood or OSB protection board as called for in the TCNA runner. SECTION 093000 TIUNG DAP, Inc. Handbook for Ceramic Tile Installation to prevent damage and wear Touch -up Paint Manufacturer's touch -up paint for field cut tegular or LATICRETE International Inc. during construction period. other reveal edge ties. SUMMARY MAPEI Corporation. Glazed wall tile and ceramic floor tile, and trim shapes. Summitville Tiles, Inc. END OF SECTION ACOUSTICAL CEIUNO SYSTEMS Latex- cement mortar and grout. TEC Specialty Products Inc. (ACT) Acoustical Lay- in-Panels: Refer to Material identification Transition thresholds In door openings. ' Grout Sealer. Provide grout sealer compatible with grout materials as Codes. Sealant and backer materials In tile work recommended by grout manufacturer. SECTION 095100 ACOUSTICAL CEILINGS INSTALLATION SUBMITTALS MISCELLANEOUS MATERIALS SUMMARY General: Install acoustical panel ceilings to comply with ASTM 0636 Samples: Submit for color selection and appearance acceptance. Wait Sealant: Silicone sealant FS TT- S- 001543A, mildew resistant Acoustical panel ceilings and exposed suspension system. and seismic requirements indicated, per manufacturer's written Certification: Submit Master Grade Certificate for each type of t. type. instructions and CISCAY'Ceiling Systems Handbook.' Color to match adjacent grout REFERENCES Suspend ceiling hangers from building's structural members and as OUAUTY ASSURANCE Horizontal Join Sealant: Ore -part, non -sag, urethane conforming to UL- Urderw liter's Laboratories Incorporated. follows: Standards: Comply with applicable reference standards unless FS TTS-00230C,'Type 11. Class A. IBC - Installation of Suspended Acoustical Ceiling Systems. Install hangers plumb and free from contact with Insulation or other otherwise indicated. Color to match adjacent grout objects within celing plenum that are not pert of supporting structure Manufacturing Standards: Provide tile to comply with Standard Grade Joint Flier or Bond Breaker (under sealant): As spedfied In Section SUBMITTALS or of ceiling suspension system. Requirements of ANSI A137.1. 079000 - Joint Protection. Product tea: For each type of product Indicated. Splay hangers only where required to miss obstructions; offset Source of Materials: Provide materials obtained from one source for Reinforcing Mesh: Minimum 16 gauge galvanized wire mesh; 2 Inch Samples for Verification: For each component indicated and for each resulting horizontal forces by bradng, countersplaying, or other each type and color of tile, grout and setting materials. by 2lnch size. e finish required. Prepared on Samples of size Indicated equally effective means. Where width of ducts and other construction within ceiling plenum TILE MATERIALS MIXING Acoustical Panel: Set of manufacturers standard size samples of produces hanger spacings that interfere with location of hangers at Ceramic Tile: Standard Grade complying with ANSI A137.1. Mx and proportion cementitious materials for site made leveling each type, color, pattern, and texture. epadngs required to support standard suspension system members, (CTW) (CTF) Unpolished Tie: Refer to Material Identification Codes. coats, mortar beds and bond coats and grout as recommended by Exposed Suspension System Members, Moldings, and Trim: Set of install supplemental suspension members and hangers in form of Types and Colors: Refer to Material Identification Codes. Handbook for Ceramic Tile installation. 12 inch long samples of each type, finish, and color. trapezes or equivalent devices. ea e s ob cam ar ON ows+ a SPECIFICATIONS HfJ1LTHPARTN6tS 1 kn MI ND SA Mama Ste m o a uaa w CONSTRUCTION DOCUMENTS ■aelaa0l NO mar MI A ALLY Ixn® SRLLWATER HIGH SCHOOL uos ova wit a INC sate w 801111. M tote -033 ao NIA .rend..... 1 .yi•onq 1 n. .a.. � i _ 370[8naira0reaii.i�d NM _ aY/e b.nd.kr U. w.l...r., l.G aA Mao lamots r`, ....dill.. N.rd..nts u. xi'EM, V Te "l rTT ' awe IiONElI6Elt 12. 2012 A709 N ....... e.. WELL ®WORK CLINIC Mal Tel .......I..ru.UO ...Milo 1111 751.41" MISS -TM1MT i •0388111018 !Miaal OMEN Mn AMISMO1.ML Size supplemental suspension members and hangers to support Lay flooring with joints and seams parallel to building lines to produce Maintenance data for carpet tile to Include in operation and ceiling ng loads within performance limits established by referenced SECTION 096500 RESILIENT FLOORING Terminate resilient flooring at of door openings where Methods for maintaining carpet tile, including manufacturer's S cure standards end nge to ceiling suspension members adjacent floor finish is dissimilar. recommended frequency for maintaining carpet tile. a Secure wire hangers rr lo three e hangers directly Vinyl and to supports SUMMARY Scribe flooring to walls, columns, cabinets, floor outlets and other Precautions for cleaning materials and methods that could be above with u minimum ts tight turns. Connect other cis ices that R at ere Resilient accessories. c flooring. to produce tight joints. Cut flooring neatly to and detrimental to finishes and performances. Including cleaning and either to structures p rop a to I nserts. eyes and that or o at wit not th devices Cleaning and flooring waxing of resilient flooring. around fixtures. stain - removal products and procedures. secure rat w and appropriate pre pil due to to atg for o osi a a n elevated temperatures. or Cleaning and Butt flooring tightly to vertical surfaces, thresholds, nosips and Dh o su age, corrosion, permanent for ms s o a floor SUBMITTALS edgings. Scribe around obstructions and to produce joints, laid tight, QUALITY ASSURANCE de Do ck. Obtain directly hp dk. Faaststen hangers to a ca stdn•plao hanger r metal forms or Sampples: les: S SuuB of tile samples he and sheet vinyl flooring In even. and straight. Extend flooring Into toe spaces, door reveals, and Single-Source single each type of carpet tile m one mechanical or adhesive anchors, or power actuated fasteners that dance with Section 013300. Into closets and simmer' openings. Tead by si m aru fa t rer. P carpet tiles with through forms sorer s into concrete. Maintenance instructions: Submit manufacturers written Instructions Fi or t - on ses C har t r istcs: Provide r vi as determined by testing Do not attach hangers to steel deck tabs. for r ing. red maintenance practices for each type of resilient base walls, ookarers 'piasters, cabinetwork and other Identical products per test method Indicated below by UL or another Apply wall me not attach hangers to steel roof deck Attadm hangers to structural QUALITY ASSURANCE permanent fixtures In rooms or areas where base Is required. Coped testing and inspecting agency acceptable to authorities having members. install Provide manuf alternate framing method If structural mertmembers are spaced Provide each type resilient flooring produced by single inside and corners; � vertical. B h • Tightly bond base to tsting and Identify ns carpet tile ��!' appropriate appropriate �marls of applicable Space o far apaart. marnufaclurer, single lo run. backim. Install base on solid backing. Adhere tightly to. wall and floor surfaces Surface Flammability: Passes CPSC 16 CFR, Part 1630. S e dirs not m h than s, inches o.c. along each member d; provide FLOOR COVERING MATERIALS throughout length of each piece, with continuous contact at horizontal Critical Radiant Flux Classification: Class I. not less than 0.45 W /sq. supportfrom hangers, unless otherwise membE648. er. n hangers rat t directly morre e than h 8 Inches from ss m ends of f each memer. Vinyl Flooring: ASTM F1913, Type as irnflucretted by product selected. and vertical surfaces. Scribe and fit to door frames and other cm � �: 25 or less per ASTM E84. Install edge moldings and trim of type Indicated at perimeter of (RFT) Type, color and pxattem: Refer to Materiel Identification Codes. obstructions. lace acoustical ceiling area and where necessary to conceal edges of Colors and Patterns: Provide tile units with uniformly distributed color Pte• ships at n butted utted tool edges of an oe secure with at Smoke Developed: 450 or less per ASTM E64. rtr uwir.sI panels. and pattern throughout thickness of tile. Apply acoustical sealant In a continuous ae Installed. T prod� selected. rebel concealed on back of u t Sheet Flooring: ASTM F1913, Type as indicated by iaccessories e r rooms with different color or pattern of flooring. CARPET TILE r over each entire surface and fit accurately and ( CPT) Carpet Tile: Refer to Material Identification Codes. Screw moldings before they they are Sw a attach moldings ldi di legs of l o substrate at Intervals not more than 16 Type, color and pattern: Refer to Material Identification Codes. securely inches o.c. and not more than 3 Inches from ends, leveling with Up ARIFS ceiling suspension system to a tolerance of 1/8 inch In 12 feet. Miter RESILIENT FLOORING ACCESSORIES CLEA excess adhesive or other surface blemishes horn floor, base A C CE CES S SO Underiaymenffi and Patching Compounds: As comers and termed securely. ( ) Base: eig /1881. Type as indicated product Do not use se exposed fasteners, including pop rivets, selected. 4 s. on moldings and + t, 120 foot coil lengths. and wall D top -set cove base, except xceptt prov de straight base at manufacturer. without damage, and as recommended by flooring carpet ldew- resistant, nonstaining type to suit trim. products and subfloor conditions Indicated and to comply with install ergo ked with suspension one runners so they are l a e dented, and , bent, securely or carpet• flammability requirements or installed carpet tide as recommended by kinked me with one another. Remove and replan derriad, bent a Type and Dabs: Refer to Material Identification strips In thickness Codes. carpet tile manufacturer. kinked Resilient Trarnsttbn Edge Strips: Vinyl thickness o Tolerances: Erect ceiling system level within 1/8 Inch ha 12' -0' In any match adjacent resilient flooring material. Provide at edges of resilient �SHI of didirection. flooring wherever edge exposed. project and just prior to final inspection of work, INSTALLATION (RTS) Color Refer to Material Identification Codes. o w , number �buKup procedures u a R s ' c a carpet the io Section 13: b ti � surfaces, permanent with type ACOUSTICAL PANEL INSTALLATION recommended by floc ng manufact rer for new flooring Installation. fixtures, and built -in furniture Inducing cabinets, pipes, outlets. Fit e ec d lament panels in plan, free from damaged edges io or other FILLERS/ADHESIVES/SEALERS - Floor: White defects detrimental to appearance and function. Lay directional Sub-Floor Frier: White premix latex. mix with water to produce Seal and wax floor and base surfaces In accordance with edgings, thresholds, and raskga. manufacdaers recommendations. Extend carpet tile Into toe spaces, door reveals, closets, open patterned an d cut one panels with pattern parallel penetrations shortest to room a n ce Primers s paste. bottomed obstruction, removable flanges, alcoves, and similar Scribe and cut panels at borders and penrns to provide a need, recommended and Adhesives: y resilient t ong manufacturer acdae for type as precise fit. recanrnended by resiternt flooring marnufacturrer for spedflc material. END OF SECTION Iro at�bordem parallel to walls. Field recess units with tegular or reveal edge at border or ceiling Sealer and Wax: Type recommended by resilient flooring material Supply Owner with overage (standard amount). manufacturer for material type and location. edge. int cut edges of panel remaining exposed after installation; match SECTION 096813 TILE CARPETING CLEANING color of exposed panel surfaces using coating recommended In LEVELING substrate supers to receive resRent flooring SUMMARY Perform following operations Immediately after completing writ ll lay-in panels level, acoustical unifo atpanel and Preparation: recom Prepare installation: Install dents w with s htjo joints, uniform plane and free from twist, warp manufacturer. as recommerded by adhesive manufacturer and resident boring Carpet files, adheshre and accessories. Remove visible adhesive, seam sealer, and other surface blemishes cod dents with straight jdns, edges in alignment, end edges and o a subf using cleaner recommended by carpet We manufacturer. corners flush holes a n B other r ridges and bumps. F low spots, sacks. joints, SUBMITTALS r t datafor and other defects with sublbor filler. Product data for each type of carpet tile material and Installation Remove protruding yarns from carpet tie surface. ADJUST AND CLEAN Clean floor and apply trowel and float filer to leave smooth. flat hard en essory specified. Submit manufacturer's printed data on physical Vacuum carpet We using commercial machine with face-beater Adjust sags or twists that develop In ceiling systems and replace part surface. Prohibit traffic until tier is cured. characteristics, durability, fade resistance, and fire-test-response element. which Is damaged or faulty. characteristics. Submit method of Installation of each type of END OF SECTION Clean exposed surfaces of acoustical ceilings, inn luing trim, edge INSTALLATION • FLOORING rrecommended s substrate. In eery standard sizes, showing full range of moldings, and suspension members; comply with manufacturer's In s Clean substrate. Spread adhesive evenly quantity Instructions for cleaning and touch-up of minor finish damage. by manufacturer to ensure adieelon over entire area of installation. color, texture. and patient variations expected. Prepare samples from Remove and replace work that cannot be successfully cleaned and Initial enough adhesive to permit installation of flooring before same material to be used for work. Label each sample with SECTION 097200 WALL COVERING repaired to permanently alternate evidence of damage• manufacturers name, material type, color, pattern, and designation SUMMARY Set flooring in place; press with heavy roller to ensure full adhesion. Indicated on Drawings and carpet Ole schedule. wail covering, adhesive. Full-size sample of each type of carpet tNe required. Vinyl END OF SECTION Tightly end puc eri at substrate ele r p al open adhesive voids, a 12-inch samples of each type of exposed edge stripping an Preparation of surfaces to receive wall covering, including marks. ore other surface et jokes, mi of edheshre spreader marks, a Oder suntan imperfections. aoeaseorY Item. primer/sealer. r war amn ore m trs.teitw a CONSTRUCTION DOCUMENTS SPECIFICATIONS ' �± HEALTHPARTNi RS ryas w r p rw aria uas w ea W.7 . tit enwst ae VW r w • MY unto I SfI LLWATER HIGH S01001 WWI s UM arse ores a mr w -ou-oo • ♦rau•.t•r. I at .. r•t t Ile Was � � x e.. arm lea NIP Architects toil. uc 01 m. m Soiw a9nat ME 1.011FLftiR 12 2 x12 A/ 10 .:rmtttuu.rt.- t.n.ut % ° t ..T Y . fir. tttttt h t,uu r.• u.. sit VtELLQW'ORIC CLINIC rte ' S acs 1,1 41: ut, MI UPI atdtsiw•x�aa OCOPmmaR WNW. OWN MD AewYWignl/l: 1-4 s 8 f a i s S I • �-4 $ 0 i g v ti - s3 1 Q _ _ $° mNI ill s 1 - ! i $ € 11 11/114 I iI4 lr .s g 11 i 11111 p! i -iii. Milli/ li illifiltil . I R N • 1 111 1 1 1 1 1 1 4 1 11- 1 1 I1 ; i II j ! � 2 1 v a #g 1 110 1 2 1111111141 1 1 1 ,11 2 t W1i•sf 1 11 f i it _� �`:• 111 . ass .. s s $ a i t 14 i lie li I .vi 1 1 4e _1 s b _ i 1 30 1 p aC} y •fi I II I I I iII 1i ij ilIH Hhhi �l E . y g fliil 6" s $ g $ . ofi li fl I! i lib 1 ill £N 11 i s ' °8 5 ] 1 i i ii I X04 z$ sR t ° p §, $ N sa 8 ts� i iii i s 3 i Ali 11 et 1 h -4 1 Ill 1 Willi Ii 11 1 h i illiiill 7iA nhhI1 1 EB , i oil is gi i air 8 5 110 - i i e Ng Ail pi a iii. i 1111 1 I " id 1"r5 I o 1 21- r 2. i 11 ii il 1 .1 i el) ., $ - 1 j' h i N 11 1 ' s 1 ij ll q q c gs . ill s i ,s P ! Oa W11 11 11 ��11 it a W i golf % t _ 1 p flI i Ili s ill mg' l ,pis s . � . p� 1 1 d a f a h hh gl) li 1 g L; i is q 1 i _ 'fi g e l g t P iQ is 11 € a ' , l I; gill d! it I I! i g a i 8 tIifl m o -o I t4 11_, it 1'6 i 1 m 2S i li "16 pp s sy { }g� 1 j $ Iij 130. - ear g a l 1141;11 ell _il 1 Oj iitalli !IPRIvit >144 g 3 Vali ss s r Gab N 8 al 1 EB h 3 2Sg < t$lgi 3 1 c3 'c Y 8be...41 . bare pipes. conduits, boxes, Insulated Wood Surfaces Painted: Recessed Toilet Accessories: Unless otherwise indicated. lets, collars and supports. except Surfaces included: fabricate units of all- welded construction. without mitered corners. wed with preflniahed coating, or where pl well panels. Hang doors and access panels with full-length, stainless-steel or room. Other wood for paint finish. Urge. Provide anchorage that Is fully concealed when unit is rots, convector and baseboard heating Concealed surfaces of wood items to be bed -pelmed.Water cam• 1h gales and louvers before installation Based System: (Premium Quality Acrylic Latex Rnish over Keys: Provide universal keys for internal access to accessories for t black paint, to limit of sight line. Paint Acrylo Latex Wood Undercoater) servicing and resupplying. Provide minimum of six keys to Owner's / behind louvers, grilles, convector and representative• face panels. REPAINTING OF EXISTING SURFACES d piping and conduit occurring in Existing Surfaces: INSTALLATION ire to match adjacent surfaces. Surfaces included: Install fixtures, accessories and items in accordance with plywood badtboarde for electrical Existing surfaces where indicated to be repainted manufacturers printed insbuefbns. wkboards and mounting equipment on Latex System: coats Install true, plumb and level. securely and rigidly anchored to 2 a/Rat substrate and sealed to protect structural elements of wall from 2 cook patrind similar to type listed above. moisture. °repletion, promptly remove paint END OF SECTION Use tamper proof (security) type fasteners. mitered. Touch up and restore damaged ADJUSTING AND CLEANING premises free from unnecessary SECTION 102813 TOILET ACCESSORIES Adjust toilet accessories for proper operation and verify that ant, surplus materials and debris. mechanisms function smoothly. Replace damaged or defective items. sY• Clean and polish exposed surfaces In accordance with n Premises glass and dean. paint- pr d uct DAL3 manufacturers recommendations after removing labels and premises neat and dean. to satisfaction product Data: th d. each accessory at large scale and show protective coatings. installation method. iCHEDULE (INTERIOR) Samples: Submit finish samples. TOILET ACIVaCORY SCHEDULE etal Surfaces: Maintenance instrudiona, including replaceable parts and service recommendations• CH)lCCoat Hooks: Bolrfck 76717, satin finish, inch projection, single QUALITY ASSURANCE (GB-1) Grab Bars: Bobriek Series 1.1/2 inch diameter 6606,nameter with Coordinate accessory locations with other work to prevent (GB-I concealed mounting, with 1/8 inch thick -1/2 steel plate. heating unit covers. interference with clearances required for access by disabled persons, wk proper installation, adjustment, operaton, cleaning, and servicing of (MIR) Framed Mirrors: Bobrick 290 Series. sizes as indicated. ash). accessories. e m s and shelves. (PTC -1) Paper Towel Cabinet: FOIC. •ferrous metals not factory finished. TOILET ACCESSORIES (SDISP -1) Soap Dispensers: FOIC. dor System: (Low VOC. Low Odor I Primer - not more than 50 grams Stainless Steel: ASTM A 666, Type 304, with No. 4 finish ( satin), In (TPH-1) Toilet Paper Holders: Kimberly Clark 09552, multi -roll type. 35 percent solids. ammonia free 0. 0312 -inch minimum nominal thickness, unless otherwise indicated. Adhesive: Epoxy type contact cement. END OF SECTION !OPF Direct to Metal Primer & Flat Sheet 0.0359-Inch minimum nominal thickness: surface preparation and 16HP1 Waterborne Acrylic Semi-Gloss metal pretreatment as required for applied flash. Galvanized Steel Sheet ASTM A 853/A 853M, G60. s: Galvanized Steel Mounting Devices: ASTM A 163/A 153M, hot -dip galvanized after fabrication over skim coat of joint compound. otherwise deep tone Fasteners, Screws, and Bolts: Hot dip galvanized. Expansion finish palm Finish Schedule. Fiber, lead or rubber as recommended by accessory eel otherwise dun Room manufacturer for component and substrate. Provide exposed fasteners with gash to match accessories. dor System: (Low VOC. Low Odor Fabrication: Low Odor Acrylic Primer - not more General: Names or labels are not committed on exposed not less than 35 355 percent solids, accessories. On interior surface not exposed to on ac surface of each accessory, provide primed. waterproof label or